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HomeMy WebLinkAboutJefferson County Community Centern ,�..qri � a�a�r -- �- ►�"""`'n �' - i III COMMUNITY CENTER BUILDING n� 000auooaon - oouoou�udo PORT TOWNSEND COMMUNITY CENTER for Jefferson Co. Dept. of Public Works i�o��i►��e+sh�ti�� � /Iii /� .:��iii --- - .: i Imo! .� `►� � �� � -�..� - � � � �,� �' -- �� 1 iii 1 ��� -► : ,�' -�`.�� I - - � , 11� ii' �� -I��`� ,' �� ` rA - 1, DRAWING INDEX T.1 INDEX & TITLE T 2 COVER SHEET T.3 ABBREVIATIONS T.4 SURVEY C.I UTILITY & PAVING PLAN C.2 DETAILS A.1 SITE PLAN A.2 DEMOLITION PLAN MAIN LEVEL A.3 DEMOLITION PLAN LOWER LEVEL A.4 MAIN LEVEL PLAN A.5 LOWER LEVEL PLAN & BUILDING SECTIONS A.6 ROOF PLAN A.7 ELEVATIONS A.8 WALL SECTIONS A.9 WALL SECTIONS A.10 TOILET & STAIR PLANS, STAIR SECTIONS, & WALL SECTION A.11 INTERIOR ELEVATIONS A.12 INTERIOR ELEVATIONS A.13 REFLECTED CEILING PLAN A.14 EXTERIOR STAIR & GATE PLAN & ELEVATION ENLARGEMENTS, & EXTERIOR DETAILS A.15 WINDOW & DOOR DETAILS A16 EXTERIOR DETAILS A.17 INTERIOR DETAILS A.18 WINDOW & PARTITION SCHEDULES A.19 DOOR & FINISH SCHEDULES A.20 MISCELLANEOUS DETAILS q K.1 KITCHEN PLAN & SCHEDULE K.2 KITCHEN ELEVATIONS & DETAILS S.1 LOWER LEVEL PLAN 5.2 MAIN LEVEL PLAN S.3 ROOF PLAN S.4 DETAILS S.5 DETAILS M1 LOWER LEVEL MECH PLAN M.2 MAIN LEVEL MECH PLAN P.i FOUNDATION PLAN P.2 LOWER LEVEL PLAN P.3 MAIN LEVEL PLAN NOTION Flans ere approved excepting any artora or omissions. All work must Pass Inapectlon In conformance with all app ONO codes and regulations' .CEP "V...D Date: `L Permit N0: By: j Buildin g Official CITY OF FORT TOWNSEND E.1 ELECTRICAL SITE PLAN E.2 LIGHTING PLAN MAIN FLOOR E.3 POWER AND SIGNAL PLAN MAIN FLOOR E.4 LIGHTING PLAN LOWER LEVEL E.5 POWER AND SIGNAL PLAN LOWER LEVEL E39lo_Z, UU l The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 11202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL DV THOMSON 1932 First Avenue Suite 4211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283-2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue Suite x'711 Seattle, WA 98101 (206) 441 - 9385 �"► REGISIEREU i CHI ECT 0 MAN H. STRONG / STATE OF WASIaNf,10N PORT TOWNSEND COMMUNITY CENTER l- INDEX & TITLE TI CONST DOCUMENTS AUGUST 29, 1989 4 a S ENERGY CALCULATIONS City of Port Townsend I- COMPONENT APPROACH CALCULATIONS F. E U AC TUAL SY X U ALLOWED %Walls Fiamid k2.51) (040 ") 12 i CI cc,ncretI� (1s5u) { b44) 4t "Quatiturn" Tested 1,27C) (45) `'7-f 2 Drio 's ITiitested 21'4 f q0) ;;,7 rI SU);T0TAL 1r1�7L ( 5'CC) {2C)- I Jd 17 Flocxrs ?TE'T?TAL P.c;,f Fr,,m —d R -2u STTF,TCITPt L TuTAL hra'�.I(VI)= "tc`4 C,:, 1 7c ?• 57,'',c - 91x, 57,(01` 1 Actual .:11c,we'1 A. GLAZING AS X OF WALL AREA 1,459 s f of glazing iA1 I s.f of Imall area B- GLAZING AS X OF FLOOR AREA 1.45') S f of glazln 17,i,,bs.f offk3crarea lC?€ I€. (WASHINGTON STATE ENERGY CODE, 1986) Chapter 4, Component Approach Port Townsend, Washington 98368 385 -3000 BUILDING PERMIT WaR1iSHEET I #385 -9160 Jefferson Co. Dept. of Public Works 1820 Jefferson St.. Port Townsend WA 98168 Property Owner fame Address Phone Contractor lame Address Phone CDntrdctor's License lumbers (Aasbington State) sA Date Date (City of Port Townsend) 620 Tyler Street, Port Townsend, WA 98368 N , x rW a Property Street Address (If assigned) lot area is 48,400 square feet. Ile structure(g) will cover 13,465 square feet of the lot PTOT square feet. Addition Bloc} folloring required drawings most accompany this rorl sheet: 136 Lot(s) 1 -8 _ Property Legal Description Plot Plan X1 floor Plan 111 foundation Plan ST 'y SO IN Typical framing Details X❑ front llevation A building permit is requested to ® later Service Plan: Service Pipe Diameter will be ❑ 714•D ❑ I'D ® 1 1 /21 H 20 BUILD A ❑ House ❑ Commercial ❑ Garage ❑ Other w ST u D 12TH ST Ry Building Contractor's License lumbers (fasbington State) (City of Port Tousend) Phone UPI RD A ❑ Bcuse ❑ Commercial Building ❑ Garage ❑ Other ❑ res ® to Is the property subject to any conditions placed on any prior action of the City; IOTH ST H z PORT TOWNSEND n1f11 n . A ❑ House ® Commercial Building ❑ Garage ❑ Other ❑ lea ® /o BBPAIRINSTORI A ❑ ❑ Commercial ❑ ❑ House Building Garage Other I'R 1051 WILL BR ❑ Interior on]T ❑ lrterior only ❑ Both Interior and exterior The structure or addition sill have a floor area of 13,836 square feet and is to be used fqr Community Center after completion. The structure faces_ Tyler Street street Work to begin October 1989 and be completed by May 1990 (72 months) sA Date Date o v, o < 5 `^� °,, am fie property is in the C3 inning district. N , x rW a fie lot area is 48,400 square feet. Ile structure(g) will cover 13,465 square feet of the lot area and tie total area of impervious surfaces (include a driveray areas) will be 10.195 square feet. The folloring required drawings most accompany this rorl sheet: 15TH 57 SIP S sA S s s ® Plot Plan X1 floor Plan 111 foundation Plan ST 'y SO IN Typical framing Details X❑ front llevation Z 34TH ST ® later Service Plan: Service Pipe Diameter will be ❑ 714•D ❑ I'D ® 1 1 /21 H 20 Sewer Service Plan. Side anger to be developed by Jefferson County 385 -9160 ISTH > Contractor lame Phone w ST u D 12TH ST Ry • Cl,ee,0er 91, 19k. cp Contractor's License lumbers (fasbington State) (City of Port Tousend) Phone Is the property gitbin 200 feet of a fresh or salt water shoreline? ❑ Wes to Is the property rithis a 1D0 year flood plain? ❑ res ® to Is the property subject to any conditions placed on any prior action of the City; IOTH ST H z PORT TOWNSEND e.g., subdivision, short plat, variance, conditional use permit, street vacation, planned unit development, restrictive coveaast, etc? ❑ lea ® /o ATION MAPS I. CITY OF PORT TOWNSEND TREMONT Sr " r 35TH ST M S7 3 y 5 rpsr2 N 1 sr Reservoir q• °D 90 O,L 9 eA 9T J K S7 I `ps,,c GZ 1. Ox .T F z y. sr _SATHER,& yb SS b' 4 y r w = H :PARK �p° sr :tVQ HP ,i. vl w w x u "D OY" J'r 1 1 30TH O G 7.L ,. ytls- Pi OZ ST 'a M 0 2 F Sr 51 0 5 Ma p2E F T O PpOS� p' �0 90 (, t °o < PO m "�� F S 7 an 9 Zc< �OZ 9 [7 Pond O E . F x D•fn HASTINGS Z H AVE w WQ' O° x Sr n a NFISLD 47 a& D r x < y ¢ Sr b 03 O F s r PyOSl SS Sy �OOV,N Z r Z 27TH ST SS O av%i O Rea Mens < SPrine ,- -, Sr eaya u FN cD F Cemetery S I— N h a: JH� �H gs. O L 1P yS p w I in V off o 9 1�`s ;"¢� p'0.EVE`• alt,^ (DP39 15 74 ST 3 x Golf - ♦' Course > $r ( 9SE a = 24TH ST = A sr SS f:; -61.37 S i v inure Grove 62 y < 23RD ST p votary S� spFF.vsO��) Cemetery z x- 1a NE SS 44 •a \' 1 }i c L � T 33 Zsr 22ND Y N ST" z 56 }' 0�P`dF'EgF`r`�O A 43 a 4® 7�s'3®� StO,s y PO 21ST ST N O ssaG°`N S` 4 HA S 3A ,IFJ" 313 ye y . z 20TH '/�\ `NE � zfctOSCt'. t. pt"G 0 I7C. G•ye 2i'LS 1 7 SO° ul-i w < ST I; 19TH y ST (S OZ ST p la m z C `0 17 •P I, 1g` POINT S1 HUDSON w „b 70 19TH ST O ° a r< e Z �s s0 sA 4e NS SEE INSET o v, o < 5 `^� °,, am ooI -`0 N , x rW a �''` �' e 1 H ST; ST Sr `. IOO 'AID~ PSt LAGOON Fo S V . l� Ip 15TH 57 SIP S sA S s s ,� WHIDREYIS FERRY ST 'y SO Z 34TH ST H 20 ISTH > w ST u D 12TH ST Ry • Cl,ee,0er 91, 19k. cp z S a cenrnees, 13TH ST 0, StM Sm 3: '' H c �` PORT OF IOTH ST H z PORT TOWNSEND 2 VICINITY OF PORT TOWNSEND n7 SeMm �tl Naibol" s _ �u[a_ .Llanam 0q �V eo g4 -Cep ''-"*f ^- ed.� uuoel e.. :.[, e- -M` -ur r - [ sbns > .� b .� 8eA1�' °'•.. AnGlu4 a _ %?' B'Iam ° Du I - -w. :. -s,., i - - _ an.Q rIIIP Ilus.no., [.eo,' ,IaTr' -"'''• L�- _' [ aP+s el +, A-_ ��• w..n..., 4 ' 10ri '� _ l[ blvana d' Arllo Ion ` •- r _. �= Port Angeles ..1­0 0 -Dr.r.n.s< oA•. d Lmnne �, N,Im c sw� —y' Osso °eo lox[e ° lil 1` °'•1 1 ^ir' - 6ersr '�z= .'^ ^r• l i nenenlamerloen .' _ }N, Ion« f Nn• siO^ — Plea•2m ,e Sea ne 56. One . — Lrentar, . or[ oE= "•NAT 101, 35 Gar, 4 honEa � 41 ileeBe °e a. , -i mse il e es _ g ,.. ^e. 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FreE —:n I so menq G[. 'a _ • ,1 ; - � • [lens: Pond r,I, [z- =;r. - ° � �C .. n - rzr -� T `IPC � 4 �z ♦ a �_— -_- � 6wo. Yxmu • Irt� FT� laholah a,5 -pn / 1_[ i — I` —v -rt. •� e...e 6,1 -4 �.)��. I' � - f - p e eon 6cu'r;� ^a ^E •I % t.1 =. 5 I.tv 4o.Ie -� r RuSI'ri -r. e �Avtur EoR� �u Se 1.8, h x - _ _ 1 ` 4z�n•' Dxn. _ •• zn .. - •r - ��fdel� m _ Uus C. :. �z . r c•1 -1 . ,, PaoL[ Bea[r� 4orz : °. X +"ot IF s - _ D¢leom« - " .p K i -% . SY4r flrtre '- �tr rC�r- 4 0 - 0 0 `, ljba ,o •rr, - _,.., •a..[ Tacoa� Iu ��.: - m -) _uz_� {{ 111 `� .' _ - . • :I. S / J\ _ _ �_ Greene.. - 1 , �" sle:X n, cope f" Bea[n� Nlur�- - l4 x, -mr �. PD BID a�lOe ne _ utA .. P,Ill,nc Ia 3r P � Jeuteler NE V` R Dn PDn• r Olean Lnl IJr luM1. Ne. ^ ♦ Ii' ' 4 lenc5r T D_) mp,a �- 5n _ . .uvae� 5['' -'z.a 4 - ' �Vnny• ... ., tNnol Cnmm Lree, m` -F, i Aszaq N "• _ DlimE _.. 1 ^na0. _ - • e __c Llxs sa?ler - budun 4 biin R[Dlear7m� J ,71 yx.,- T CITY GENERAL NOTES GENERAL NOTES 1. All work shall be in confdrmance with applicable codes. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS shown on the drawings before commencing with work. Any discrep- ancies shall be brought to the attention of the Architect prior to starting any construction to the area concerned. 3. Partitions and walls not otherwise dimensioned shall be located flush with reference to column or adjacent wall face, or with reference to centerline of column. 4. Where on any of the drawings or details, a portion of the work is shown and /or detailed shall apply to all other like portions of the work. 5. Coordinate all operations with Owner, such as areas used for material storage, access to and from site, timing of work, special considerations of noisy operations. 6. Owner's work item or equipment to be relocated or new: (F.O.I.C.): Prepare the building to receive the Owner's existing or new equipment, fixtures and devices where located on drawings or described herein. Preparation shall include all necessary rough -in conduit, piping depressions, openings, etc. 7. Provide sufficient grounds in walls for supporting counters, cabinets, etc., as required. 8. Coordinate & provide required penetrations and patching with individual subcontractors to suit new work. 9. Refer to specifications for detailed descriptions of Base Bid, Alternates proposed, work by Owner. tMMM wane we approved excepting any errors or omissions. AN ¢f pass Inspection Ir aPPllcablO coc.- R4 R'�_..,! Date: Pei Tilt No'. ---- ° "— i 8y' Building pft,c,81 CITE' OF FORT TO,,1VN; EN"v_ f 1��Jgcz I �7' r',ITI The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite "202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W THOMSON 1932 First Avenue Suite 4211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue Suite -t71 1 Seattle, WA 98101 (206) 441 -9385 3eI� REGISTERED CHITS 1 NORMAN H STRONG < SLITS Of WASHINGTON PORT TOWNSEND COMMUNITY CENTER COVER SHEET T2 CONST DOCUMENTS AUGUST 29, 1989 n ABBREVIATIONS A D G Wood.* Plastic LBR lumber POD Particleboard SO Soap Dispenser /Soap Dish' V Elevatlor. View i i ^�z Earth (LrTdisturbed) %sG1L(CT SteH ? ".-. Metal Lath b� Plaster or Stucco Li Lineal Foot /Linear Fool PC Pull Chain SOB Suund Deadening Board (large scale) AL Earth LL Laminated Glass PCC Precast Concrete SDPK Smoke Damper ACOUSTICAL CEILING SYSTEMS Blocking Typical Glazing Abbreviations LH Left Hand PCD Paper Cup Dispenser St Sell Edge (as noted on Finish Schedule) D Deep LHR left Hand Reverse PCF Pounds /Cubic Four SECT Section plywood d Penny (Nails) GL Glass ^ PCP Precast Concr e[e Panel SET Scl a ny Metal — —� Ceramic Tile AC -3 Exposed Tee Grid, 2 x 2, db Direct LIN Linear PON Power Driven N,irl SF Square feet V Volts Lay-in Acoustic Panel DC Direct Current PG Plate Glass LKR Locker PUS Per Driven Stud SIC Special Flour Coating Concrete / Masonry AC -4 Exposed ed Tee Grid, 2 x 2, D DBE Double VG Wire Glass Ll Live Load PED Pedestal SFP Sprayed or, fire proofing P g VAP Vapor Concrete Lay -in Acoustic Panel, - Metal Stud TG Tempered Glass LLBB Long Log Back to Back PLRF Perforated(d) SGEN Sc,in -Gloss Enamel WAR Val cable /Varnish /Varies 1 -Hour Rated DEC Degree(s) IG Insulating Glass LLV Lon Le Vertical cal g 9 PERIM Perimeter 5 -H Sealer /Hardener VAT Vinyl Asbestos Tile AB Anchor Bolt OEM Demolish /Demolition LG Laminated Glass LLP lath and Plaster PERP Perpendicular SHI Shell /S he turn 9 VB Vinyl Bese; Vac anon AC Acoustic /Alternating DEPT Department LP Lo.. Point PFU Prefab n ca te(d) SH1 Sheet B reaker /Va poi Barrier Ceramic Tile Current DET Detail GA Gauge /Gage LT Light PG Plate Glass SIITG Sheathing VBSB Vacuum Bottle Slide AD Area Drain OF Drinking Foundation/ GAL Gallon LTG Lighting PGBD Pegboard SHR Shower o. , Flooring Bracket ACT Acoustical Tile Clay Tile Douglas Fir GALV Galvanized LT VT Lightweight PH Phase SHV Sheet Vinyl Y VCT Vinyr Compositinn Tile ADD Addendum DIA Diameter GB Grat, Oar PI U[R Pharmacy Sim Suni tar VO Vulumc Da.np er ADDL Additional DIAG Diagonal GL General Contractor LVR Louver PL Planter /Plate SJ Steel Joist VLH VJ,i cle ADDN Addition DICA Drilled-in Concrete GEM General/Generator r YIAM Plastic Lami mate SK Sink VENT Veot slat ion /Ventilate/ ADJ Atljustable /Adjacent Anchor G1 Galvanized Iron PLBG Plumbing SKL Skylight Ventilator AFF Above Finished Floor DIFF Diffuser GKT Gasket(ed) PLF Pounds /Linear Foot SLBB Short Legs Back -to -Back VERT Vertical AGGR Aggregate DIM Dimension s) GFKC Glass Fiber Reinforced M PLVD Plywood SLR Sealer VLSI V,_st 11'. lc ALIlI Aluminum DIR Director(s) PFW Pumice Masonry Units SM Sheet Metal VG Vertical Grain ALT Alternate /Alteration DISC itecConcrete Dis con nec t t GL Glass /Ll azinq /Glazed PNLU Pneumatic SMS Sheet Metal Screws VIB Vibration AMP Amperes DISP Dispenser CLAM Glue Laminated PNL Panel SNU Sanitary Napkin Dispenser P P VJ V- Jointed ANCH Anchor DIV Division /Divider GLP Gypsum Lath and Plaster MACH Machine PNI Paln[(ed) SNT Sealant VOL Volume ANOD Anodized (A (Anodic DL DL Dead Load GILD Ground Maiteance Maintenance POL Polish(etl) SNV Sanitary Napkin Waste Y P� VP Veneer Plaster Coating) ON Duwn GOVT Government HAS Masonry PORT Portable SOG Slab on Grade VI Vinyl Tile AP Access Panel DO Ditto GPM Gallons Per Hour MAT Material PP Push Plate SP Shear Plate /Smoke WC Vinyl Wall Covering APPRDX Approximately) DPS Door Partition Switch GPL Gypsum Plaster MAX Maxhnum PN Pair, Printer, Computer p Partition ' ARCM Architectural DR Door /Drain GPM Gallons Per Minute MB Machine Bolt Printer SPEC Specification/Specified DS Downspout CPS Gallons Per Second MBH 1000 British Thermal PREFAB Prefabricate(d) SPK Speaker ASST Assistant DSP Dry Standpipe GRP Glass Fiber Reinforced Units /Hour PRELIM Preliminary SPL Special A57 Astragal DT Drain Tile Plaster MBR Member PRESS Pressure SPR Sprinkler P W ASSY Assenib ly GS Galvanized Steel HC Medicine Cabinet/ PROD Prof ect(lon) SQ Square ATM Automatic sic) DWG Drawing(s) GT Glazed Tile Miscellaneous PROP Property SS Service Sink AUTO Automatic OWL Du.u,l GVO Gypsum Wallboard MEW Mineral Core Wood PROT Protective ST Street /Steam AUX Auxiliary DVR Dra.m r GYP G Gypsum MELH Mechanical PS Prestressed SST Stainless Steel V Watts AV Audio Visual MED Medical /Median PSF Pounds Per Square FOOL SIC Sound Transmission Class W Wide /West /Waste /Water AVE Avenue MEMB Membrane PSI Pounds Per Square Inch STD Standard W/ With AVG Average E II MET Metal PT Point, Pneumatic Tube STF Stiffener W/o Without MEZZ Mezzanine PTO Paper Towel Dispenser STL Steel WAIN Wainscot MFB Mineral Fiber Board PTD -W Paper Towel Dispenser - STM Steam Wit White Board /Wood Base MFG Manufacturing Waste STOR Storage WC Wateer Closet B EA Each HARDWARE /HEADING CODES MFR Manufacturer PVC Polyvinyl Chloride SIR Straight EB Expansion Bolt (see opening scheduling) MGR Manager PVMT Pavement STRUC Structural WOW Window EG End Guard MGT Matte Glazed Tile PWR Power STS Self Tapping Screw WF Wide Flange 15teel) BAL Balance EJ Expansion Joint H Hinge MFP Metal Flush Pull SUBFL Sup loor(ing) I'. Wire Glass /Wall Grill BE Bottom of Curb EL Elevation (Grade) G Grouping MN Manhole SUP Supply WIC Woodworker Institute of ELEC Elects c(al) C Closer MIN irh Microphone ^ SURF Support California a OD Board ELEV Elevator /Elevation S Stop MIN Hi cairn um /Minute V SURF Surface WE Water Line ELIM Eliminate DP Door Plate MIR Mirror WP Work Porn[ Ill. BL building Line building L EMER Emergency T Threshold MISC Miscellaneous SUSP - Sus pend(ed) WPJ Weakentl Plane Joint BLDG building EMP Emergency Power W Weatherstripping Master Key or y Q T Quarry Tile /Quart SLV Stain and Varnish WPF Waterproof /Weatherproof BLVD 6lock(MK Block(rng) EMAM Enamelled) Master Keyed QTR Quarter SV Sheet Vinyl VPJ Weakened Plane Join[ BLVD antl ENCL Enclosed ML Metal Lath QDAB Quantity SVN Special call Coatis D 9 Wit Waste Receptacle /Water BM Bench Mark bench EN GR Engineer H Height, High 9 9 MLDG Moulding SYM Symmetrical Repellent Elm Beam ENTR EP Entrance t Proof MLP Metal Lath and Plaster SYN Synthetic VRB WS Wardrobe Wood Screws BOT Bottom Explosion Mil Nose Bib HD Masonry Opening SYS System Y /Wat2rs top EQ Equal /Earthquake HC Hose Cabinet /Handicap MOD Modular/modified/ rf R S1S Surfaced One Side WSP Weatherstrip/Wet Stand EQJ Earthquake Join[ NEW Noll w Core Wood/Hot and Modification 525 Surfaced Tiro Sides Pi e D BRG Bearing EQUIP Equipment Cold Water MON Monument s4S Surfaced Four Sides WSV Welded Sheet Vinyl BK Bra n e /B tlging HDBD Hardboartl M P Movable Pa r[Ition /Metal R Radius /Riser VT Weight /Watertight BRKT Bracckket EST Est imate(tl) HDR Header Panel RAD Radiator /Radiation/ WF Veltled Wire fabric BS Both Sides /Back Se[ ETC Et Cetera HE Horizontal Ex i[ Mat Recess, Mod Rack Radius LIVM Weltled Wire Mesh BSMT Basement ETR Existing to Remain HEW Handheld Eyewash RB Rubber Base T BTU British Thermal Unit EV EWN Each Way Electric Water Cooler HEX MGT Hexagon RCP Reflected Ceiling Plan BUR Between EXAM Examination/ Examining HM Hei ht Hollow Metal MS Machine Screw RCVY Raceway BUR Built-up Roofing EXC Excavated /Excavation/ HMU Half and Na if Masonry MLS Mirror and Shelf RD Roof Drain /Road I Top, Iread, Toilet BV Bo[[om of Wall MT Mount REC Receiving TLB Top antl Bot torn Excavate Units EXH Exhaust HDRIZ Horizontal EXIST Existing HOSP Hospital TB Towel Bar /Tack Board C, EXP Exposed, Expansion HP Horse over /Hi h MID Mounted RECEP Receptacle, Reception TC Top of Curb /Top of EXT Exterior Pressure /HighgPoint NEC IK[ Nec ire ulat ion Concrete EXTD Extruded HR Hour MTG MTG MT cannon Fig Mounting Heigh[ REC1 Rectangular TD Towel Dispenser C Closer Door NS Hook Stn /Hi h Stren ti, P 9 9 MIN Mulls NECVD Race ivtJ TDV Towel Dispenser and Wes[e esee Schedule) HSKL Housekeeping MUL Mullion REF Npf erence /ReFn gera[or IEL Telephone CA Compressed Air F HT Height KEFK REG Refrrgeralor keyulat /Reg let/ TEMP Temperature /Tempered/ CAR Cabinet HIG Heating Register r Temporary Hill Heater RE IMF Nernfm re(tl)(ing)(ment) TER Terrazzo CM Capacity FORMED FINISHES FOR CONCRETE HLV Healin and Ventilatin g N RLS Rod and Shelf TG Tempered Glass CARP Carpet r finish HVAC Heating /Ventilation /Air i Required) /Kequiremant TLG Towage L Groove CO Catch Basin /Chalkboard .as notetl on schetlule) Conditionin g KEQ NES IL Resilient TLG Tou gue and Groove HV Hot Water /Hardware RLI het urn 1HB lempered Hardboard CCN Closed Circuit TV F1 Rough Form Finish HWD Hardwood N Hon h KFV Reverse /Revised/ Revision 7HERM0 lherrtios ta[(ic) F2 Smooth Form Finish HWY lei gl may N Nitrogen Frequency THK Thick(ness) CD Ceiling Diffuser /Cup F3 Textured finish MYD Hytlrant 2 N 0 Nitrous gel de RF Kaoio 7HNES Threshold Dispenser F4 Smooth Rubbed Finish M G Negative Rooting iNNU Thi OUgh F$ Santl Float Finish FIFG RL ho.in Cation Groove CEM PL Cement Plaster FB Sack /Grout- NIC No[ in Con[rac[ RN Round Head /Night Hand lU1L toilet CER Ceramic Cleaned Finish I NK No Key RiIMS Hand Reverse Screw IOL tolerance Symbols Used As CFN Cubit Fee[ /Hour ND Number NHS Right Right Hand Reverse lop lopping Abbreviations CFM Cubic Feet /Minute NUM Nominal 0.115 Ruund Heatl Screw 705 lop of Steel CFS Cubic Feet /Second F Fahrenheit NONCOM Noncombustible 11 RV5 Round Head Wood Screw IP IhumbLuni Or luroprece CG Corner Guard /Center of NPT National Pipe Threatl RM Room TPD Toile[ Paper Dispenser Gravity F to F Face race ID insi tle Diameter /Inside NRC Noise Reduction 1PULS Toilet Paper Dispenser CH Cha[ Hook FA Fire Alarm Al Dimension Coeff it ten[ KND RO RounO Rough Opening and Shelf L An le 9 NHAH Channel FAB Fabricate /Fabricator/ ie that is NS Non Siip TPH Toilet Fa er Holder D n° A[ CHAM Charf er raDric IE Invert Elevau on NTS Not to Scale ROV Right Of Way Per TPTN Toilet Partition CIL Centerline CHEM Chemical /Chemistry FAC Facility IG, Insulating Glass RPM Revolutions Minute TRD b ead C Channel CI Cast Iron /Curb inlet Fit Flat Bar IMP insulated Metal Panel RflL Rub Rail TNK Track d Penn Y CIF Compressible bnpregna[ed FBD Fiberboard IN Inch RTN Net urn T5 Top of Slab Per Foam FN fan Coil Unit INLAND Incandescent 0 T5T Top of Steel 1 Per endicular P CIP Cast- in-Place (Concrete) , IXCIX Incinerator RWL Rainw ater Leader TV Television R Plate CJ Construction Joint FO Floo, Drain INCL Inciude(Ing) 1W Tempered Water /Top of 4) Round or Phase CK Change Key FUC Fire Department IND Industrial 0 Outlet Wall (Electrical) CL Center Line /Clearance Connection INFO Information 0 2 Ox en Y9 S TYP T real YP Diameter CLG Ceilin 9 T FDN F4ulldan ou INL Inlet 02/CO 2 Carbo en g Square CLJ Cwurol Joint fDPR Fire Damper INSTL Installation /Install 0 A Dverall/ S uare Feet g CLKG Calking FOS Flour Divider Stn P INSUL insulate(d)(Ing) STRUCTURAL STEEL DESIGNATIONS U I$ And CLOS Closet FDV lire De er linen[ Valve P INT Interior OC On Center from Manual of Steel (from Mann O Delta CLR Clear FE Irre ursher Latin 9 INTER Intersection, OD Outside Diameter Construction 7th Addition) 'f Plus or Minus o CLS Closer FEC Fire Exu nyuisher Cabinet Intermetliate OF Outside Face /Ova rf low CMF Canposhiion Mastic FF Factory Fr nisi,/far Face INV Invert OFD Overflow Drain W W Sha a UNFORMED FINISHES FOR CONCRETE Flouring FH Fire Hydrant, IPP Isolation Power Panel OFF office 5 5 Shape as noted on Finish Schedule) <+ CMS Countersunk Machine Screw Flush Heed /Flat Head ISOL Isolation OH overhead /Overhan / 9 M M Shape EMT Ceramic Mosaic Tile FMC Fire Hose Cabinet IV Intravenous Oval Head C American Standard Channel U1 Rou h Screed Flnlsh 4 Emu Cm,crete Masonry Units FHEC Fire Nose and OHS Oval Head Screw HN His eo us Channel U2 Scratched Finish CD Clear, Out Extinguisher Cabinet OHMS Oval Head Machine Screw HP hape HP S Shape U3 Basic Float Finish _ FHMC Flat Head Machine Screw J OHWS Oval Head Wood Screw L Angle U4 Non -Slip Float Finish CO2fE Carbon Dioxide fire FHK Fire Hose Rack OPER Operating WT Structural Tee cut From W 05 Dra Flnlsh 9 Extinguisher FHS Flat Head Screw OPH Opposite Hand shape UG Finish COL Column FHWS Fla[ Head Vootl Screw OPN(G) Opposing) ST Structural Tee cut from S U7 Ribbe Finish COMB Combination /GOmDn st iDle FI Film Illumi na[or JAB Janitor OPP Upp osite shape US Exposed Aggregate Flnlsh Expose Comm Communication FIC Furnished antl Installed J -Box Junction Box XT Structural Tee Cut from M U9 "Dr Shake" Finish Y COMP Compress(ed)(ion)/ by Contractor JST Joist Shape Lan act(or)(ed)(ible)/ P FIN Frnish(ed) JT Joint Plate Oil Li htSSteel Trowel Finish g Corncrete (ion) F10 Furniner and Installed PL ST Structural Tubing U13 Full Trowel Finish CONC Concrete Dy Owner U13 Burnished Finish COND Conduit, Condition FIV Furnished and Installetl K CONE Conference by Vendor S South /Support CONN Connection) FL Floor Line /Floor P SAB Sound A[[en nation UBC Uniform Builtling Cotle CONST Construction FLASH Flashing Blankets UC Unit Cooler /Under Counter CONT Continue /Continuous FLEX Flexible KI Kiln Dried /Knocked Down SAN Sanitary UG Under round 9 CONTR Contractor FLG Flange KIP 1,000 Pounds SB Splash Block /Spacer Bar UH Unit Heater CDNV Convector FLR Flootting) KO Knock Out P Power SLID Scrub Brush Dispenser UL Underwriters COORD Coordinate FLUOR Fluorescent KP Kick Plate PA Public Address SCD Seat Cover Dispenser Laboratories, Inc. - CORR Corridor FM From KS Knee Space PAR Para ra h /Para et g p p SCH School UNF Urinal hetl CPL Cement Piaster (Portland FND Funnel Drain K51 Kips Per Square Inch SCHED Schedule Ilft Urinal CPM Critical Path Met hoe FDIC Furnished by Dwner/ KW Kilovatt(s) SCR Screen CR Cold Rolled /Chemical Installetl by Contractor PTN Par[it ions) SCR Shower Curtain Rod UTIL Uti city Resistive FDIV Furnished by Owner/ PB Panic Bolt /Push Button SCV Solid Core Wood CRT Cathode Ray Tube Installetl by Vendor L PBB Plaster Baseboard CS Cup Sink FP Fireproof(ing) /Full CSK Countersink /Countersunk Penetration CSP Combination Stand Pipe FPM Feet Per Minute CSv Conductive Sheet Vinyl FPS Feet Per Second L Lead CT Ceramic Tile FRAM(G) Framing CTG Coating FREQ Frequency LAB Laboratory CTR Center FRTV Fire Retardant Treated LAV Lavatory CU Cubic yond LB(S) Lag Bolt(s) /Pound(s) CV Cold Witter FS Full Size /Floor Sink LBL Label CWS Counter Sunk Wood Screw FT Foot /�eet CY Cubic Yard FIG Footing FURR Furring FUT Future: Work to be Performed Later FVC Fab,ic Wall Covering FVP Flat Wall Pai m FXD Fixed t SYMBOLS Earth /Pavement Metal Wall Finishes Wood.* Plastic Section View Elevation Vlew Sectii000n/n V�'iie/eew/w Elevation View motion Vi„ Elevation View Section View Elevatlor. View i i ^�z Earth (LrTdisturbed) %sG1L(CT SteH ? ".-. Metal Lath b� Plaster or Stucco _ _ Wood framing (large scale) AL Earth Other Metal T Gypsum Wall Board Scum or (fill) ( scale) Blocking Sand Fill Veneer Plaster on Finished wood Base Board Capillary Fill Term Tile plywood Asphaltic T L E 1 Metal — —� Ceramic Tile PLAM on concrete (small scale) _:- _ _ _ Grout Set Particle board PLAN on Plywood Concrete / Masonry Glue Laminated Section View Elevation View Fbllow Metal Frame Floor Finishes Section o = " •.O Concrete 'a� �" Metal Stud Section View Plan View 4? T Ceramic Tile or Manson yeunits � � Sheet FMetall� a Quarry Tile J1Ylll1W�1111 Thin Set on Concrete Floor Bock — -- Ceramic Tile or Quarry Tile Insulation Ceramic Tile Miseallanaous Grout Set with Membrane Section View Elevation Viev Quar Tile ry Section View Elevation View Rigid Insulation Stone -- --_.— Resilient rrrrTTTI'= Acoustic Tile o. , Flooring Batt or Blanket r��TjT�7� Clay Tile Insulation 1111 111LLLLL uW,wh e•.,,avuu.,. - ^ •�_ _D Carpet Spray on Marble E7� l )INl Rod & Sealant Fireproofing Grout Mortar Glass Partition Typa Building S.ctfon Detail Plan k[drator /). titter klentlfioa,an I� See Partition Sheet Number Number be icatioh p5' Sheet Nummber Schedule Schedule kdfeators Building Elwatlon Key Wan Indicator F Letts Idenhfrabon ' r Letts demons �i`i� window Schedule , ^.— f3ialdirg Sacrion « A'�.2 Sheet Number Elevation Wall Section Revision Indicator 7j Number Identification Clore Area of 1, 3 Louver Schedule 3 rJ SF ee, Numbs 3 Revisan Detail Notation Indicator Large Sheets G' General Notes l P-7 37 Number ldormfintion D • Remodel Notes ( Penal Scledule � � 17 R •Remodel Notes Sheet Number S • Site Notes Datum or BencnMark Detail Grid Lines Book System Conventional System N[brk Poem Cate9oy 3 Floor Eievation Subdivision I 3 I CMatch Lim 2!b•4 Page Number 28 Sheet Number of Drawing Number 4 AClacent Drawing - -- A Interior Eleval (Alternate System 2af D m Number Idenhhr2tion N North EaseL✓he Sheet Number 1L (D t N a Or North Arrow Lovver Case For E L4 b IndrviOual Elevano u 25 0 a A7,9 Dhstance from East Base Line G Doors•Relites•Louvers Typical Door s is Sam a I— poor Number is Same as QNumber of Room Served C When Mare Then One Doe, Add Suffix 1 -1, -2 etc) Show 90'Swing Typical N Show 160'Swing d Required Q C ON SWopty Ak DHtuSOr petun Air or Ezhrae t Grifle 0 0 amok* or lonixation Delaeor Fire Spnnkler Slot W Suspended Cotllnq Grid Linear DittusW d , Return DLight Fi :cures ❑O O See Fixture Schedule for Type of Fixture ta11 Exit Light Arrows Pon! to Exit Wall Type P-17 Telephone or Intercom Wall Jacks T Telephone TV Television CRT ' Computer Standard Clock O Service outlets J.J.J J Switcltes r i1 I 1 " J Duplex Receptacle 1 J Spy Receptacle Gypsum Wall Board or Waster Cerling Floor Dnim F p Floor Sink OR� Hoot Drain Grill or Louver ❑ AccessPanel 116F Z Date: 4 /Z c�pz, Permit No..�_i� By: Building Ottioa CiFY OF PORI I J; l,'r, ,.;1=r„r Wall to y Lavatory U&I NOTICE: Plans are i any errors or omissd pass inspection In of applicable codes and Floor Mounted Water Closat n1W/hfl The Miller/ Hull Partnership Architecture and Planning Hocim22G Maritime Building 91 i Westem Avenue Seattle, Washington 98104 •telephone 206,682.6831 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 0202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D W THOMSON 1932 First Avenue Suite 021 1 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue Suite 071 1 Seattle, WA 98101 (206) " REGISTERED ARCHIJtCT TATE of H S1Rf1!,F , SiMfE OF M'LSM14 PORT TOWNSEND COMMUNITY CENTER Ned excr� *­ All mar. _ .... ABBREVIATIONS T3 CONST DOCUMENTS AUGUST 29, 1989 0 O 75AIJ /TARK 5EWER CL EA/./ -OUT ( /C:" L H> /,E, _ /073 x 109? W V. I W. V 9x o DP TA YL OR STeEET I 8 A.0 WATE/�f LI vC aP�' W✓ -- o - - -W -- —� -- -- / /�� -- -- = / /Z3 -- - -- / /? - - - -- O? x / /0 - - - -- --W x EOC7E /ob- x //¢9 Al 3EO53' Z% Wize I � X93.0/ s - — I r , //c I </08' L EC7END UIUDEE- yeO&IC) TELEPHO/U� ^EOC7E 0P PAVE�/E/JT� I I o PP POWER POLE OLE I 0O TP TELEPHO/JE P 9° T5L PAD "'= /D98 — r — �— ,BENCH MARK ❑ vEp TELEPHO/./E PEDESTAL —� r UUY wi,ee GUy POL< P.P - -- T -- r - - -T— - -o< T T— /09x o�¢ E/ E/= "Sr WALK 112 x , x//o6' I1 g= ,�/ `. I I 7"EL POLE o W.V WA7TE� VALVE x /// - s^STD2MD I /" L 13, Z- / //p / //e —rJ D3 Wv.' ❑WM. WA7 METE 1145) / ^\ i o�i, ,-, , i / /3e —' i.. /a \` I 1199 I c LW✓ C7�'MNAS /UI✓I�I A //7 x / /��`- ELE/ ,// e X //83 Pr I 1/35 SA///TAP} SEGVE2 CL EAI-I -OUT ( /0° L H) o�> PLAYy,�OU"O / /�e -37 /M= //Z !o (O.5 PELDG. -'T fi I 3 Lin) ti I P / E . _ / 7. / �� tU Imo' < ti� N E L PEOl L I x (3 x //86 HDLL n- x/86 l /9? X w SHED.. 4 3 /73' = 5 4 /41 x tt�J 9 SCALD 20 Uj PI?OPA/JE TA//K �D,P /vEwAY : ?fD'g. ' " ":f- ; k.t�:'"'..fp$?�i /ZOx : , x I Q Ul I 1z,?f rz {,r Ilia i� _._ XIZO3 -W F /LL =P /PE F02� 7�ASS '�gB. #i7 I �I BENCH MAk7K SOP /\/I)r - EL�V 'zB6x 0PP \lx /zas /z8¢ N 3Z °33`Zg WZj6 T)"L ER ,Z�B z93 02' sr�EET ❑k TEL. PEDJ I N a h �l 0 N ' o �I J. a I IxIZSg 5A /,) ITAk'Y 5EwE,f-- CLE -A/./- OUT- ( P/M = I Z3 5 (0.7 85LOW FVM/ ) //9/ The Miller/ Hull Partnership Architecture and Planning Roon:220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone I 206.682.6837 NOTES 1. VE2T /CA L 5'ATUM - /V. C7. VD. , M S. L AS OEXP/ /ED FPOM 5TAT 10/J AY/C5 4� S X57 2. UIVOEX�'C71(7OUIJD UTILITIES LOCAT /O/VS OF UI-/OE>eC7/�C7U/JO UTIL /T /ES WEAfE DEe /VEO F20M 7/ES TO A5OVE C7,eOUI./b ST�UCTCJeES, /h1FO�M9T /DC/ PIFO� IOED 5'-- THE CITY OF PT IOWA/ 45E/JO UTILITIES DEPT A"O MA 2K /VC75 PLACED UPO" THE 5y UTILITIES LOCA,,TORS. THE UVOE2C720UVO UTILITY LOCAT/O/JS SHOWAI SHOULO 3E APP/70XI"ATE, A/-/z':�> CARE ShOUL� 5E TAKEI�Y WI -IEIJ EXCAi/AT /,VC7 0/4�' C01C45T/�PUCT -11VC� UPON/ THE SITE. FO/2 FUPTHE� UT /L /T /ES �L/FOe/�IAIT /ON COA/TACT THE C /T/ OF PT TOW/ S / O UTIL /T /ES OEP7 "le U/M EI�IC7LE, PH.' 385 -7/38/ 02 CALL LOCATI,VC7 PH• /- BOO- ¢Z4 -SSSS. SITE DEMOLITION NOTES: t. REMOVE ALL STRUCTURES, APPURTENANCES, PLANTING, AND PAVEMENT FROM THE BUILDING SITE WHICH CONFLICTS WITH NEW WORK. SOME, BUT NOT ALL ELEMENTS ARE INDICATED BY 2. FLAG NOTES: 1D TO BE RETAINED 2D TO BE RELOCATED 3D TO BE REMOVED 4D TO BE REMOVED BY OWNER TOPOGRAPHICAL SURVEY o Po OF 2sx PORT TOWNSEND COMMUNITY CENTER _ - BLOCK 136, TOWNSITE OF P.T. • JEFFERSON CO., WASH. FOR JEFFERSON CO. DEPT. OF PUBLIC WORKS BENCH MA12K H. TROP I /V 7- OF F. P /Zb97 NOTICE Plana are approved ezoepting any errors or omlaalons. All work must PM Inspeotfon In conformance wfth afl ylp*" codas and regulations hQ _ d PPP V I] Date: Pei mit No: �yl sy: Building Official CITY OF PORT T0V'NSElVr) -z4, SURVEY T4 Ci C) 4 b 5C,4L_E : /' = 001 -- 541,1177ARC K 55Uc/ER GENERAL NOTES rj �I?- v U x114' / It77 3 1. For - continuation of utilities in building see "P" drawings. The Miller/ Hull Partnership . 2. See A.1, A.14, and specifications for joint patterns in concrete L W V walkways. Architecture anRtManning 3. See A.1 for new grading, spot elevations, planters, and additional Room 220Madfim Building G information. Western Avenue 7B f Q �, P Seattle, Washington /3.5 tog f I 4. Verify location and depth of underground telephone lines prior to 98104 rr¢' 115 TAYLOR � � construction. �" zl.C./? E E'LII F 4� 1 °7 5. Provide erosion control fencing as shown and straw bales at all new Telephone xlt¢.s W.V tJ4� � II5 -- �... ----. -� __.._ . � �� � � � 2 � _... ®,. � .� ._._ �..,� � � and existing catchbasins. 206.1182.6837 .� _____ °°C+•-° _.-._ - ___.Ya1 ----- ----- 1 t3 - ��-. rt2 ---"` -"""'� ...�. � II1- � 11 ? x ; tti- � t ✓8 �° ____ �„ J f ( 6. Provide foam cushion between sanitary and storm crossing. Sanitary �tl f5° /j-4o Al 50 -�� J Z J d✓V 8 Ill -b f. 1 fl7` 1 1 ttc ...... - - -- -- - -- - -- - - -- - - f� = - -- - -- - - - - -- - - - - - - -�- ( - - - - - - y clears storm by approximately 0.5 feet. STRUCTURAL ' � r�c1/vtr»r� %r�r.�L�,�r.� r�l._e�Na�.1� - Fr.�c,E ��. /-�,� ✓� � r CZ ,4 4 � - f�i 8 H.K. KIM ENGINEERS el Way NE M Bellevue a /` �^ �} .;�`CZ4 &. rn,,rn EFL Kilo€ P7 "y�NV GliL1✓. - Suite 2D2 2K € <� reK I ,fi r :: € H Bellevue, WA 98004 zz6 ffiKK. K4 I> -.-. - a J (206)454-9426 .�- •^'i�'« �` a:r " :%c` , :....:,c ,�' .:.<�€ c,•"- ""c -u�-�• c'' ;, . T - t = , �t�s F'. t -.. TJf` ,'�IcJ,' C r' <�f. yn� Y F. &��,Cfc� x� F3n €reRi.� #Yz 2CC�?YExYNfCs�C�K aYRK€ ��S:. � MdTCN 54 C K C7 V, lee v z a YY h aK 3 K € ref <€ Cffi A KNN u ¢ . Y MECHANICAL C0 - f x111'" xJtD x '.rr x h5' xttzrY x,/4- ,,,,:., Nc... �/.ZE,L f'.'. /_ D.W. THOMSON 114 Jr� t 3 . V/ I Ir3Q j ! l FlLTE2. FAP�2 /G J ft3 x1'11 -= 'r4 u :,c� 0r • ,f3a tt r�1/114!1 " AI A 1932 First Avenue ' ' Ot,I ➢' STORM DRAIN SCHEDULE Suite *21 1 Z xrfa FENCE xtt� n¢9 ='o• '�-- 1- rJ�.�Y� 1r¢ °, rt�£> € ADJ T P B MH . /t5 -x x Ag CO ✓ER TO GQ70� ' JJr4 Seattle WA 98101 at �Ir �rl%1L '`-'•}'V•�h,�,' -7- ,+i� -Cf l..r'� l(%i✓C. "' NK Irf -. I �°E litr' yjl�' (206)443 -3444 TYPE RIF! INLET OUTLET NOTES C /.4JG PROPANE `- G %�>ar,Clt_Jrtlk' �- ,yArcr= 5: x1 )'' TANK ON GRf1DE A95 rJ /REGTEd a Oi CB TYPE IP 122.00 12" 119.00 90 ELBOW DOWN ELECTRICAL 1 x f a' I '� 1 xurtt�' BY A,QCNlTEGT ae F : k ATKINSON ASSOCIATES a ' 2 MH TYPE 2 - 48" 118.40 12" 114.13 36" 109.20 �aYM tl151L1N F; - �< 754 Garfield f7l✓T,IF- 41<.rGL ° c r -. �. T O3 CH TYPE 2 - 54" 116.00 36" 109.00 OVERFLOW CONTROL STRUC- Seattle, WA 98109 -" 'f -1' 4 ''Fv �' C' 6 "N 112.04 112.20 TURE ORIFICE (206)283- 2852 t tr x NFi= , re� �j C. f7.131,✓ ,.,.1✓T' / ,r,• C :- w n let' 6 S 112.22 12 109.00 �IGMETE(L= 3" p > ���1 'fit�rA ✓/%�../1`.% � '�I17g � , � a � d r�t�= r'i C= fG i � %`,7 = _. h C ` 7 . CIVIL 5 r��. 1•� _ /s�, %•r 4O CH TYPE 2 - 48" 111.50 12" W6N 107.0 8" 108.80 CONNECT TO EX- � F /LTE2 FA�r2 /G „ , . - � �Y c �s � � (�; � I g� 12" s 106.76 ISTING CMP. AT ROSEWATER ENGINEERING p. FENCE OUTLET 1932 First Avenue R xtt95 d' xIt' x1r> Dl_l Y T im J v .`' 114 t3' O CB TYPE IP 109.80 12" 107.30 90 ELBOW DOWN Suite 2711 REM D ✓E ElC•O2 / ✓EWL! x,1S`- ?1b$ g g' 4E i t;�- h . o ; :, v I,, IE 100.`�Ca Seattle, WA 98101 CUT. INSTALL /5 LF I - - -Sf r h v v '_ a //O P ✓G SAN• 991 ' �YY� + f, . O 6 CB TYPE IP 110.50 12" 108.00 90 ELBOW DOWN (206) 441 -9385 CU2P� 8� C.�UTTE/c °• ' �a ?: o r E � jy O �1vA�K;vrz g G� n�5 P7,67 11 tr U s 566 7O CB TYPE IP 121.41 12" 118.36 12" 118.26 90 ELBOW DOWN Liy jj , �.1 I •y,,, ..-_ - >- //''����r_�gg __ '' Gi = /•O% /pt's" ,- jjj ''Y t 9[[ C.'VNi 51.AC.. V Q• '' , .._ ID JET l�O /� itbf N gj4 k `k jt [ t �' . 1�t�f w r_ r2n* a V E� t9' I I pR h N / EW If , u 11�. !c'L7? Zl' • x 12G� -�--• - - VJ - ®T--, W All g.. �� , iX -mfr P1F�r =OE � ASS I17Y g TS�P CO"I.9UAJ1 CE +/ +/ 7 ,c? �`` E E &!T ni cz z` �' y Jr7f3 P I ZI, : ( t .a'J7- I zz_ ?f� - \J v M. 1211= 119_ x J I � WV, � � "IZ2 S � r � ter, UnJT:E< iC c:_. lE l b3 2 WORK BY OTHERS , 4 \ CC ✓G SLAP. p GSA ( S ei I t x 3x lE 11.0% ° E < AL,tiIDOAI EX• L✓LiTEe 5 ✓G . v 1Zv- \ I 1 CB TYPE IP (QUANTITY 4 ) i ouG G LOWNSPOUT 00 v `? 2 MH TYPE 2 - 48" `Neh i i\; �? 1 �q� % �A1P g �: - N ! NK °j� CS TYPE 2 - 54" FiE�', 151 CB TYPE 2- 48" � ['q !k{ r y:rt't� �yr'P,�'Cir-` - • � a _ , d �g�, K e Y .. € € a m s ; � � L'� tr s €�z " € "3 , ■ C C57E2 n .•'cr€ Nsc:: I f�' a± 5 60 LF 6 D.S. 8 C O. 3 d, iK e:zf� �' €c€ 3z� K r�. ..y a a � <' � ' .1255 /' -4 t?;y! ,((�l a K C'�� *`i`k >�" a€ a f�� z, a 4 r 117.5"' >j 'Z-`' J ?4 x ' 9 13+ t `i n �� ° ❑`' YC.aR Z< FY`€:�e€a Nkre Y'z€ xr rzN `re€ cYK ( €i,' '.� f-vY �N) /Z `1 1,� 6 30 LF 12" SD �, rU 3 r z a -dam r s .«sN `aa «N b,' NN €� rere € « e 2� ' r I [S `' PORT 1 121 �t X 1 Xr xiZia- �IZIv- <t"«s ,z '«h'. yz t" ; � N " TOWNSEND v { ! OVc', F4 t7 v N N n M c a N 1 i 7 24 LF 12 SD 1 [ , �,. L, +r� Pt. L , ... € ^e « Xu '� , N re r r c,.. s �'e ` �.N - C .`z "�� •ys Cz `` <•`€"`,'� z<F k zk'E €;r ba e <<Kc N, z�€ Ye€ I �. •';•. FFF< ��g ���x� NNK, ,�u��x �< �nz�C< R s I . COMMUNITY PyV Y ll' 8 95 LF 12 SD CENTER {j�( 77-19- tZln F0,2' FG.,A?4`1- �` "r z<.. 'r€r'YN sN ` c '' m �rer ��F�. " « € %re r, F `� 9 110 LF 6" SAN. SIDE SEWER is C.O. , ` k Ka KRU S G rezz ee , , ,*G110 Cua z€. z( rCM ry x° IZ?3 +f T1y r�'.�,.1� -'� x " Kza %� *�''f K �,R "'NZ.�� , ° z N . R „4���� �a z °< a `� �^-• .t � � j( _ " - f3 cx /c 65 LF 5 D.S. & C.O. z�K€q �- `�,✓ -a I4 I1 /,� /t�Y� +- .7�.YY.. � •A sz e 4� t Q.E Z,. ..,, Y / r j G' ryx✓ i.; - QE �?ac�EF , <F ` .�'�° _ a ".r .E'r:' ?- !Z-`,° .'-� O. -1 E:1.L7WF+/rF -?r � 45 LF 6 F.D. 6 C.O. " =1,%,� PN17x.JE A �6tVC� MARK _ i �Lit?rN5 NEt�I CONC. W4L1i iT�P.% y- �^, 35 LF 6 PVC SAN. SIDE SEWER & C.O. 1p ,c. f' x faktC�PE7 °7 L I11 r «` L1 R 5 [ ' 1„ 25 LF 6 PVC SAN. SIDE SEWER & C.O. �L.•rjl � 'i =.;�� ,cf;r f -��„ f(J ,�..h; _z i `x,117-83 ,' s ✓IZ8' tx IZ72r €•, -N 5 r:z: :?huh q e:� <., j �,2;- nt5 °, _ •' v i a '2$9 - .a ' • ,- c • d•' e ' d `� :t ` 4 v 17Str`s r7-,o3 - P - tLSp'� >• 32 L " MdTCN EX• C 4 r 17.9 ; - a a ,,.128 d m G�C�dCJ �« � �- .. j{ F 36 CMP STORM DETENTION p � 5 I <' €`€K..ff 6:"gKNFS; :A a�N,l.,'K�,�„ �y ..cw.," a fi,: +K., -y 128 . - i' g5s'IF,c€yF1;Kg,x'T>r�fr,.,!i "` t� l0'k. Y Y..',.K_ <: , . s /O'�`yn ° <z �.N r �r ^Nr . -/� «K ": 32 LF 12" SD ' ... -0. '.'4.,'', `s €,6i ..y ;. "`.Y€:.'df 'a,. @ <,YY k: ""<KKK;.. .. rN�6E <` s4�',� ree <'.,; .a EX. PP TO E ,4/�,l G p � , F, 1 J'C4F^ ... k ..€ ,�..,�`L'';'F... .+ C.;� " G 'Y''.Q a Sre.. e. 8YY z2gN Nr Cg Cex fi:..kkS ;<. (� f'P " ...:,.$ „; e.<a.;. .., .c.. „ :...:.r 71 LF 2 P AT F, 3 "�, ..��. Milt VC WATER SERVICB R: �v:Gk '17 K E s . ,n• "., �af.,'f >.. rK`�.., dK...,k... Ne N. Yc'Y`.( 1.... ;, .. �BN �'�.a,•<gEe z pp S:Y. eK.N,:S' k ,:. i, K...S K.`c.. `<.('. •.€hk Milt A$ Y'k. vli... �., w , y; gr .K,p a�hx a= «• Y ,NN kka s r ` :r tas 42 LF 12" SD i'°'r2 ...:... - .,,... J .•Z� _ _ .... f7 :. - -... �l)� . REVISED 8 -' j 7-48Y NEW ASPHALT 23 -89 j 3`x,: 1 N f - -- -� r-2- v REOT �2 � W0710E Plena are approved excepting C- 97- ¢ ( y% p POWER ,LE �° any errors or omisalons. All work must 8 -22 -89 I28� n� d % L» AS D /REC -rW P r�s, pass Inspection in conformance with all x gWicawo codes and regulations At 5 T-0eM0 A not NEW CURB - ; 8" L7p}tiC ^E u'U 1 x = = ZS- - -_ _3_- _.- , rr °�✓ _ �. - -zG = rz�r _-- -a ee. - g Fri „gs GOIC. cL%,e',q ' 128E x "' x IZB= , -° IZIo-:,/'y£3 - ..,.,ax!Zfr- t -- ------------------------ lF tZ5`° x1?Jr tZ5 t2.5'x _ _W.. -. X - _ x17-7 v A x.7-.11- -z CLEWOU-r 1'800- 424 -5555 fZPjx� ZP' 1'x �_ x,r s - 1:P Zo9 v # t r'Z&r x 1?5-. @ IZSx COAIG WALK C 1 - -� F/LTEC FAe�EIG FENCE TEL PEA l F GdTGH P>,d5 /tl/ �E�ENn F. H.: A. C. PAVEMENT i a ,,Wi %i d NEW CURB CALL 48 HOURS UTILITY 8r -a ee. - NEW CONCRETE 31,o6wAu, UTIUTIF -S BEFORE YOU DIG PAVING m Go- CLEWOU-r 1'800- 424 -5555 PLAN PR FOW&e oreTELEP/- /oic/E RILE X /23 EX/STIAVlo EGEVgT 10A-1 C 1 - -� F/LTEC FAe�EIG FENCE F GdTGH P>,d5 /tl/ CONST. DOCUMENTS AUGUST 29, 1989 e's SURFACE COURSE • �" F /LEER S?R/P5 � � N • .. ..• • ,111.1 -.•< •.- • V • .' d \ -- •' ; e6 `� �`i GOMPAGrED SUfjCptZADE GRUSN�D 6RUOMEO A44964ATG < • n � e4 jgSE BASE COURSE 4 AIP14ALT PA✓EM61UT SEGTIOki "T5 eo uncETE cage E .51ve wALK N-(5 SEE WS00-7- 5-rO PLAID F-I EX /5T 8/TUMiA/O!/5 ��'IRFAGE COURSE 6c• P.t45E COURSE $At✓GUT FV66 OF EK/Sr. PA✓EMeA17' l' -o" SUKFACE codxsE � �Il %I .Illy II�111�l1I, � / - "all ►= !!!;!(I cot�PACTevSU64xAn� ) CRUSHED AU4REl./ATE J SASE COURSE ToPSo/L 941d/r ✓eRrICAL eO4E carry &rUM /i 10L* rACIK COAr \ 4 Ayr' IAL7 P4VEMEI`1T PATCH � ' `•'�' � dl% NT5 ,� �, • '" ` CRUSHED SAWGUT EUST GoMPACTEl7 EA EXPOSED FACE 4e /! &N% // 5l/d4�pE ) EX 157- WALK w FORM G,200 ✓E /N 2 Cd�C�ETE ���� 1 FACE OF -t POWEK GLE4A! wi /✓T5 SEE WSrJo-r 5T0- PLAN F- 1 299 CX W1 A Al �20UT AFTE2 NEW OA/CRETE 1-1.45 GU2ED FOZ Zb 124Y5 M1A/. Co/VnIECT /OnJ Og- 1vEW GOAJC .• $11-9EWALK To EXIST• coA,1n4zETE 51oEWi4LK Al TS PLAN if L ' • . • - ✓ARIES •.• ,- •' .•' ••• '.:•. �. SEE SHEET 01 . ; .. • .::.. . . ToPSo/L 41 3 4' 'A` RAMS 1' M /,V. 3 ` /'M/ti/ •' • '.1 ° . .. �° d. ', C o 4 °'. '8` RAMIE CkusHEr� Odes OAK 4" AGGRFIATE BASE GOL/,Cs'E - — CoMPAcTED �'ugGRAr>E 49C7010 A1 A' - KA&IP.5 ADJACe/JT ro FLUSH W /TN lhtVEMENT /'f1RK/�/G LUT �j C�O/VC�QETE //7E W.L!L.K 'I!>'- RAMPS AT 1A1TER5EG1 101.1 ,u TS AA/OfoR W1TI -41&/ 'i1IV6WA.L-K• eXPAN51ON 4�60N7I=AC -TI0N JOINTS RIC,NT OF WAY 1;111 •._•,:• -:4 }E�K. GITYOF PORT TOON,!�01`ID :-�7ANDAFPr;, -- ____ -- PROFILE � CuPy DAMP r NT5 FKAME & Cz"TE SEE StA,t/OAiI?O P/� 'FOZ veTA/LS) G-OK /ZIP-1i SECr/ou 12 ") Z�3YAK ACECAdr iN0,E SECr/OAl k 01 (MeASUZf-VENrAr rHE TOP OF THE 6A3E) - On ii Coe E�EACN t. •r l . - 5 /OEAZEACN ' rh 1 # 3 P>A,e EACH WAy_�� CATcN ,�ASIIV TYPE IP 11/75 NOTE : P90012E °IO° EL60W OOkVA/ 09 TEE ON .dLL TYPE fP CATCH i5451N5. IF METAL OUTLET P IPE 60NNECT5 TO GEMEA/T C- ""CRETE PIPE OUTLET fo /PE TO Ndt/E 5,mooTN O.D. EQUAL TO C0A1C2ETE PIPE 1.0. LESS Y4 Flow Control Structure PVC Pipe Non -ShnnK Grout Flexible Adopter 'g 4- 0 Coupling 12" Max �. PVC Pipe „ r Mn + Anchor Wire Rope aiip(Goto Deformed Length o Fit Rod (IGpl1() LlY1glA to Fit F 07eA7-E Elf F,r/aME E The Miller/ Hull Partnership KisE e Die APdC15T1v7EA f Architecture and Planning SECTlO nJ Roorn=Maritim Building 911 Western Avenue Seattle, Washington 5r�s f LL1DOEe 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 9202 Bellevue, WA 98004 (206)454 -9426 �•" N ° < ` ° " C!o PAM V/d/ MECHANICAL EL- / D D W THOMSON "COMPATE0 1932 First Avenue DEPTH. Suite 9211 ND i e CA -rr"A3 )S/NS To 69 CON$rRuCTE13 m/ ACCORDAA/CE Wl/a$TM C 478 Seattle, WA 98101 rAAM +W / f/ 0 o/ (206)443 -3444 E 12LAn1S o e lw-rer) /A/ THE -0-rO I�RLAA-1 B - !e ELECTRICAL ATKINSON ASSOCIATES 754 Garfield I CATCH 54,5w TypE L Seattle, WA 98109 NTS RIPE A44TE,P /AL As SAECIF /ED Yg SeVD -�,_ (206)283 -2852 CIVIL ROSE WATER,,ENGI NEERI NG 1932 First Avenue Suite *711 Seattle, WA 98101 'L ►'MP /C FoVwP,0Q"y &A11007 ( 206) 4 43 - 9385 "PPA 15,50 LETTER'S .D,C.p �i _ DRA /A/, oR ,5. C.0. " - bEWe,4�- 2 � FRAME E GD(iER CONCIeETE r0ER f.10 //' 4 "f D /PE PACK//VG M /N. d 4.0 Oleo• PORT TOWNSEND Y6 aavp COMMUNITY CENTER ;'.'y SUPPORT Gasket (Tip)-% Invert* T t• ( Asbestos Cement :v •' Sleeve Coupling :•o, PVC Pipe and Cross I Z DE —�A / L /L /Y CJ Flow Control Structure Ord, I ifi i r• " Connection And Control Device Pipe Support Detail A Detail B MAX. SPAC 104 OF POOT5 STAKED AND 6NTUMCNED Ladder 5t,Iron TO !3E 4- -0" 5TFAW eALE Connection and Control Plan FILTER FABRIC Deaice.(See Detail A) FI1-TEi2 FAb2 1GMATEP-1A1- , 'BINDING uARE I MbZdFI 100X Or- APPROVED OR Tv,ANE II II I II COMPACTF-P SOIL 70 REVISED 8 -23 -89 Q 1 PREVENT PIPING ---- - - I,eWE OeO WIZE MESH FEMGE 1 1 FILTEFCEP RUNOFF II II I ( I SEDIMENT LADEN 2i< t x 14 44 IIII I: I II1I RUNOFF 8 -22 -89 Out Pipe Allwwble outlet 13U9Y OOTTOM OF F /LTE2 FAA5,e /G 1 ' Location WITH 3 /STO 114- WASHED O t 1 I ,� ���� ° „_ •,„ ” t 409A V49 L Ring I SPlon Cover• Per 0zCEC%/ ( l /i sPPrpved a (Cepil s WorR O�OFFLOk/ 1 I �0�2/I /A/ L NplGE PIor omissions. p10nco rjith Oil Cl to '2C- Round O '.1 Y { -Y'- 8rro�eatfon In Con e9uletion•• �" p� IneP Codes en Overflow t • 6 Minn. G6-rYPE7 5�•n A/EWLy47Z40ED ePPlleeble n lot I- gc ove I q- STiQAw/ f3A L E 134Q2/EQ Support (2 Req'd.) bee Detail B) Control Device , bee Detail A) ip Flow Control Structure and Detention Pipe w 11 � •. . • I I N �, Nr I B II I 1 DETAILS Fl LTE2 FE/VC E OETA l L l C. 2 By: Butldingo Hlc'a t t,17"y C1 OF FO�� TG��fEy, >ECrC CONST. DOCUMENTS AUGUST 29,1989 NOTE: REFER TO Cl,C2, AND T4 FOR E, TENT OF SITE WORK BY OWNER. SEE SHEET -C.2 FOR EROSION CONTROL DETAILS.13 & 14. REFER TO SHEET T.4 FOR SITE DEMOLITION RELATING TO NEW WORK. LEGEND: ® Ct�LAC/ST F_ r�'LpYC��N G PM F-taT rv� G�rsrlr� FENGE NA- I= 4 rIz,"CF TYP Ex I-T, SHED`% 120 W N �. bi C) IY I� yToP -3: NEbJ�I �OC� Q I L"Tbrl OF rteN to— KIEL. TGfz PHoI�E �oTHy i�OW �fZ I� TAYLOR STREET I o e — \ PLAYGROUND 110 L; 1I o• I II i �Ew cvr-I� WdL�SE� �,4 x s� COMMUNITY CENTER TarIK BUILDING FF. ELEV. 126'-6" I ICi I FF. ELEV. 116' -6" i I TcH E>CI':r1 ' i Ex 1sT GURU 1110 PG71 - —._ TEL, FDLE GVv WIK F+C.�.rJc�n'PLL'% �TcaP `�Ic•�tW W =m IILI i — ilo GYMNASIUM BUILDING a' F.F. ELEV. 119' -10" a EXISTING 114-- = Ilgl °• L I f 91 / I N�ICJO.T6y \ � I C I z j III Lij E �ILd II E-- .\ W IZaoI_rvll � / %��:P.H/sLT CikIVE. �-- a � \ I i Enl �fi, ' z� nn nn nnnn � -T IJ�IJ�llll� NEy`1 Tzts� GLL�I iT� k� \ IZ2, - i P�IhITCii _ E�,E_HCI -'ES != 1FGl.CTIUiv �`ICo T I z�ES - -� —IZa le 7,9 _NEW CONSTRUCTION Amhikedurearidi4l' "n NEW 61 -0" SQUARE PAVING , PATTERN IN CONCRETE WALKS. ® NEW 2 - -Ci' SQUARE PAVING nnnmm�nnmm ,PATTERN IN CONCRETE WALKS. 98104, EXISTING CONCRETE WALKS. 'Telephone, - PAINTED HANDICAP PAR -KING 206.682.6537 SYMBOL PER SPECIFICATIONS. \ %,e- — - PAINTED DIRECTIONAL ARROW N 29.3 Iz7, 6 Q PER SPECIFICATIONS. STRUCTURAL H.K. KIM ENGINEERS _ PAINTED PAVEMENT MARKINGS r : PER SPECIFICATIONS. x HANDICAP RAMP. --- - - - - -- TO BE REMOVED SEE SHEET T.4. =1z0— EXISTING CONTOUR LINES \ D.W. THOM50N NEW CONTOUR LINES. — — NEW WOOD FENCE. mmommmmomm,mn CONSTRUCTION FENCE Ct�LAC/ST F_ r�'LpYC��N G PM F-taT rv� G�rsrlr� FENGE NA- I= 4 rIz,"CF TYP Ex I-T, SHED`% 120 W N �. bi C) IY I� yToP -3: NEbJ�I �OC� Q I L"Tbrl OF rteN to— KIEL. TGfz PHoI�E �oTHy i�OW �fZ I� TAYLOR STREET I o e — \ PLAYGROUND 110 L; 1I o• I II i �Ew cvr-I� WdL�SE� �,4 x s� COMMUNITY CENTER TarIK BUILDING FF. ELEV. 126'-6" I ICi I FF. ELEV. 116' -6" i I TcH E>CI':r1 ' i Ex 1sT GURU 1110 PG71 - —._ TEL, FDLE GVv WIK F+C.�.rJc�n'PLL'% �TcaP `�Ic•�tW W =m IILI i — ilo GYMNASIUM BUILDING a' F.F. ELEV. 119' -10" a EXISTING 114-- = Ilgl °• L I f 91 / I N�ICJO.T6y \ � I C I z j III Lij E �ILd II E-- .\ W IZaoI_rvll � / %��:P.H/sLT CikIVE. �-- a � \ I i Enl �fi, ' z� nn nn nnnn � -T IJ�IJ�llll� NEy`1 Tzts� GLL�I iT� k� \ IZ2, - i P�IhITCii _ E�,E_HCI -'ES != 1FGl.CTIUiv �`ICo T I z�ES - -� —IZa le 7,9 SITE PLAN N SCALE: 1120 " = I'-0 \T-,YLER STREET A 126 Zi, 7, = IZ7,5L� H n I1411 nm ®"1 IIIIIIII� nlYn A \ 4 ,7e ' IZ(oi 5q� I Ex15T 12 to / i Pluts so Till aXrk Mtj9 amp Olp� or ofDleelons. All work must P., Inspection in conformance with sl9 00Icwa 00693 and re9tiletlons. Date. Yetmit Ncr - HI' 60&9Offilcal CITY OF PORT The Miner /Hull Patti, t*,•, Amhikedurearidi4l' "n , Aoom220 MarS+me WHO °• n� "nmmi , mm�w �u 8 uu� mm�nnuw,mnu m nnm m u mnm m nnnmm�nnmm 98104, 'Telephone, <� 206.682.6537 $ \ %,e- — 2 1Z6 I�� v5 N 29.3 Iz7, 6 27 9 IZ7,4 STRUCTURAL H.K. KIM ENGINEERS _ 612 Bellevue Way NE r : Suite 11202 - � x AEI OC �TEG `. (206)454 -9426 Tb ?21� STOP = %Icotrt \ D.W. THOM50N jyEL- C7G�"iE•D SITE PLAN N SCALE: 1120 " = I'-0 \T-,YLER STREET A 126 Zi, 7, = IZ7,5L� H n I1411 nm ®"1 IIIIIIII� nlYn A \ 4 ,7e ' IZ(oi 5q� I Ex15T 12 to / i Pluts so Till aXrk Mtj9 amp Olp� or ofDleelons. All work must P., Inspection in conformance with sl9 00Icwa 00693 and re9tiletlons. Date. Yetmit Ncr - HI' 60&9Offilcal CITY OF PORT The Miner /Hull Patti, t*,•, Amhikedurearidi4l' "n , Aoom220 MarS+me WHO 911WestemAvenue Seattle,Washington 98104, 'Telephone, <� 206.682.6537 $ STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE r : Suite 11202 - � x Bellevue, WA 98004,0 `. (206)454 -9426 MECHANICAL D.W. THOM50N < �. 1932 First Avenue:AE Suite 5211 Seattle, WA 98101_, (206)443 -3444 � ELECTRICAL ,tee ATKINSON ASSOCIATES• 754 Garfield Seattle, WA 98109,. (206)283-2852 "MR �k CIVIL ROSEWATER ENGI`NEERIN(j1, 1932 First Avenue- ; Suite *711 Seattle, WA 98'1.0.1_ y (206) 441 -938B � M " 1 REGISTERED NORMAN H STRnNG STATE of w4smIN.,1S:N PORT TOWNSEND COMMUNITY: CENTER SITE PLAN A. CONST. DOCUMENTS AUGUST 29,1989 IV IrM EXISTING SOUTHEAST Cr741 F: I/R = I - DEMOLITION NOTES DEMOLITION NOTES. 1. Do Not Scale Drawings Approximate locations of walls, doors, etc to be removed are indicated. Provide all demolition required for > installation of new work. 2. Existing Services, See Civil /Mechanical/ Electrical 3, Pepair of existing surfaces: Where materials and /or e':oments are removal; repair and /or infill as required ;I for existing construction to maid. existing or new materials and finish. 4. Owner Removed Items: Prior to start of construction, Owner will remove indicated items. Contractor to demo all other remaining items. 5 All interior, floor, wall & ceiling finishes are to be removed All doors t & windows & frames are to be removed. 6 SExisting roofing and wood substrate to be removed to bare- roif joists. Existing overhang to be removed. 7. Where columns are removed, existing concrete plinth to be flush with =i existing slab on grade. 8. New structural posts to be provided per structural drawings. 9. See Mechanical, Electrical, Civil drawings for demo of these areas. I DEMOLiTION SYMBOLS WALL TO REMAIN DEMO. MASONRY WALL DEMO G.W.B. /WD. STUD WALL BEARING CONDITION DEMO G.W.B. /WD. STUD WALL NON- BEARING CONDITION REMOVE DOOR & FRAME lrrrr Tjj TL � I Ir- LIMIT OF DEMOLITION i i i i i L EXISTING SOUTHWEST SCALE: 1/8° = I'- NOTE: EXISTING ELEVATIONS SHOWN FOR REFERENCE ONLY_ PROVIDE DEMOLITION PER DEMOLITION PLANS TO SUIT NEW WORK- ' II 11 h ` I. r__Ll FI pRO.liiE cor-fFLr r"E ' STRVGT�J ttE hF MUVr�L FI -' -�-. � I-i To SvIT NEW Wvtzl� Llr-IL-_ of txi��T I Komi- '� P � IT �� V� H I t fir- I Fi 11 — `` - -- - - 6 S - r _ _ 'LS �- - -- _ —�I Tl�l� it IIL -1 r - -- I' 11,_11- -j - - -� N i -1— , II �— — I I' -11 — f'�� TI —I — IT'S I '. _ 1 _ ` , I= =� =1 "� i r' L�LT1�S I 4 EXIST. ELEV I 126' -6" I I � III I � I II I I I Ix III I i � I 3 I -1 L -r4 L al = --- -� — — — — — =SSS YL X15 II I '�— — —� I \4.TEr.�. It s4 IJ r - - - - -- ��i sss �� --- Ig�sll -- �— �-sr�s A —� —G— � —G- I ) =X157, CUNG, I ,I , I exeePtin9 I I aPP� � orFt rtu$i c► 0085 Eons. All n tfl11 ' 1^ cr A B C D Pss' DEMOLITION PLAN MAIN LEVEL (13 1/8" = C -00 Date: Permit 1W Dpi`ngOfl,c,a✓� CITY ®� { The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS > 612 Bellevue Way NE E' Suite 11202 Bellevue, WA 98004 (206)454 -9426 ;I MECHANICAL; D.W. THOMSON u 1932 First Avenue Suite ;211 Seattle, WA 98101 (206)443 -3444 t ELECTRICAL ATKINSON ASSOCIATES r , =i I DEMOLiTION SYMBOLS WALL TO REMAIN DEMO. MASONRY WALL DEMO G.W.B. /WD. STUD WALL BEARING CONDITION DEMO G.W.B. /WD. STUD WALL NON- BEARING CONDITION REMOVE DOOR & FRAME lrrrr Tjj TL � I Ir- LIMIT OF DEMOLITION i i i i i L EXISTING SOUTHWEST SCALE: 1/8° = I'- NOTE: EXISTING ELEVATIONS SHOWN FOR REFERENCE ONLY_ PROVIDE DEMOLITION PER DEMOLITION PLANS TO SUIT NEW WORK- ' II 11 h ` I. r__Ll FI pRO.liiE cor-fFLr r"E ' STRVGT�J ttE hF MUVr�L FI -' -�-. � I-i To SvIT NEW Wvtzl� Llr-IL-_ of txi��T I Komi- '� P � IT �� V� H I t fir- I Fi 11 — `` - -- - - 6 S - r _ _ 'LS �- - -- _ —�I Tl�l� it IIL -1 r - -- I' 11,_11- -j - - -� N i -1— , II �— — I I' -11 — f'�� TI —I — IT'S I '. _ 1 _ ` , I= =� =1 "� i r' L�LT1�S I 4 EXIST. ELEV I 126' -6" I I � III I � I II I I I Ix III I i � I 3 I -1 L -r4 L al = --- -� — — — — — =SSS YL X15 II I '�— — —� I \4.TEr.�. It s4 IJ r - - - - -- ��i sss �� --- Ig�sll -- �— �-sr�s A —� —G— � —G- I ) =X157, CUNG, I ,I , I exeePtin9 I I aPP� � orFt rtu$i c► 0085 Eons. All n tfl11 ' 1^ cr A B C D Pss' DEMOLITION PLAN MAIN LEVEL (13 1/8" = C -00 Date: Permit 1W Dpi`ngOfl,c,a✓� CITY ®� { The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 "" 1 REGISTERED NORMAN H. S T AE - OF MASINGIO N 1 TOWNSEND COMM NITY- CE NT R , pEMOLITION PLAN MAIN LEVEL A.2 CONST.DOCUMENTS AUGUST 29,1989 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 11202 Bellevue, WA 98004 (206)454 -9426 ;I MECHANICAL; D.W. THOMSON u 1932 First Avenue Suite ;211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 =i (206)283 -2852 CIVIL ROSEWATER ENGINEERING9jr� 1932 First Avenue Suite *711 Seattle, WA 98101 (206) " -1 "" 1 REGISTERED NORMAN H. S T AE - OF MASINGIO N 1 TOWNSEND COMM NITY- CE NT R , pEMOLITION PLAN MAIN LEVEL A.2 CONST.DOCUMENTS AUGUST 29,1989 M a I I w ; EXISTING NORTHEAST ELEVATION SCALE: 1/8" = I'- 010 DEMOLITION NOTES DEMOLITION NOTES: 1. Do Not Scale Drawings: Approximate locations of walls, doors, etc -fo be removed are indicated Provide all demolition required for Installation of new work. 2. Existing Services: See Civil /Mechanical /Electrical 3 Repair of existing surfaces: Where materials and /or elements are removed: repair and /or infill as required f,r existing construction to match existing or new materials and finish- 4. Owner Removed Items: Prior to start of construction, Owner will remove indicated items. Contractor to demo all other remaining items. 5. All interior, floor, wall & ceiling finishes are to be removed. All doors & windows & frames are to be removed. 6' Existing roofing and wood substrate to be removed to bare �ro0 I[joists- - Existing overhang to be removed" 7. Where columns are removed, existing concrete plinth to be flush with existing slab on grade. 8. New structural posts to be provided per structural drawings. 9. See Mechanical, Electrical, Civil drawinqs for demo of these areas. DEMOLITION SYMBOLS WALL TO REMAIN DEMO. MASONRY WALL DEMO G.W.B. /WD. STUD'WALL BEARING CONDITION DEMO G.W.B. /WD. STUD WALL NON- BEARING CONDITION REMOVE DOOR & FRAME e IlIII1 TIT-TT / I NOTE: PROVIDE SAWCUTTING, TRENCHING, BACKFILL, AND CONCRETE SLAB INFILL AS REQUIRED BY MECH /ELEC /PLUMB WORK- 113 ORK_ EXISTING NORTHWEST ELEVATION SCALE: 1/8° = I'- 0" LIMIT OF DEMOLITION -- -- T�CU�\1� - - - - - - -- N N" 1 1 1 1 1 1 1 N li I " ' N IN PRCVIG c- vvl'l.. r-r1 ,I EXIS',ELEV. I iN T. I F01::. 71­11c,­ r-y F I L L 4.>* N +i ` i N N N N N �-1 L L J _.LiJ i_i IJ 11 L tL- d1L__� � I 77 LZ-7 iv I N II 1 II N it L - NOTE: EXISTIN6 ELEVATIONS SHOWN FOR REFERENCE ONLY. PROVIDE DEMOLITION PER DEMOLITION PLANS TO SUIT NEW WORK_ Lj r - --7 N N N II N Ss = =____ "_`= =" -ki - I 4 II 11 II 1 11 I II ii LL N _ _, II � � -- d n -� ILL I I 1 i III If 7IT— I 7. 7TTFP I EXIST. ELEV. 1 11 III I I � I �� �11li_L — 116 -6 II - r - -- - 3 II N II ❑ �� II N ii ti Li Li i L L II It F O The Miller/ Hull Partnership;., Architecture and Planning - Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K, KIM ENGINEERS 612 Bellevue Way NE Suite "202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W.THOMSON 1932 First Avenue Suite *211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 7546 arfleld Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING;_ 1932 First Avenue Suite "711 Seattle, WA 98101 (206) REGISTERED C TECT 1 NORMAN H 91114,41Q STAGE OF WASHrti' PORT TOWNSEND COMMUNITY CENTER Plana are approved SO k must !aY e„rre of omissions Work Ith all onforman 6 oweco es In r and rag shone. Pon a�Ppewa codes Date- Pei mit No: By: Building Official G - DEMOLITION PLAN LOWER LEVEL CITY OFPORTTOWNSEND M __DEMOLITION PLAN LOWER LEVEL A.3 CONST: DOCUMENTS f AUGUST 29, 1989 i I w ; EXISTING NORTHEAST ELEVATION SCALE: 1/8" = I'- 010 DEMOLITION NOTES DEMOLITION NOTES: 1. Do Not Scale Drawings: Approximate locations of walls, doors, etc -fo be removed are indicated Provide all demolition required for Installation of new work. 2. Existing Services: See Civil /Mechanical /Electrical 3 Repair of existing surfaces: Where materials and /or elements are removed: repair and /or infill as required f,r existing construction to match existing or new materials and finish- 4. Owner Removed Items: Prior to start of construction, Owner will remove indicated items. Contractor to demo all other remaining items. 5. All interior, floor, wall & ceiling finishes are to be removed. All doors & windows & frames are to be removed. 6' Existing roofing and wood substrate to be removed to bare �ro0 I[joists- - Existing overhang to be removed" 7. Where columns are removed, existing concrete plinth to be flush with existing slab on grade. 8. New structural posts to be provided per structural drawings. 9. See Mechanical, Electrical, Civil drawinqs for demo of these areas. DEMOLITION SYMBOLS WALL TO REMAIN DEMO. MASONRY WALL DEMO G.W.B. /WD. STUD'WALL BEARING CONDITION DEMO G.W.B. /WD. STUD WALL NON- BEARING CONDITION REMOVE DOOR & FRAME e IlIII1 TIT-TT / I NOTE: PROVIDE SAWCUTTING, TRENCHING, BACKFILL, AND CONCRETE SLAB INFILL AS REQUIRED BY MECH /ELEC /PLUMB WORK- 113 ORK_ EXISTING NORTHWEST ELEVATION SCALE: 1/8° = I'- 0" LIMIT OF DEMOLITION -- -- T�CU�\1� - - - - - - -- N N" 1 1 1 1 1 1 1 N li I " ' N IN PRCVIG c- vvl'l.. r-r1 ,I EXIS',ELEV. I iN T. I F01::. 71­11c,­ r-y F I L L 4.>* N +i ` i N N N N N �-1 L L J _.LiJ i_i IJ 11 L tL- d1L__� � I 77 LZ-7 iv I N II 1 II N it L - NOTE: EXISTIN6 ELEVATIONS SHOWN FOR REFERENCE ONLY. PROVIDE DEMOLITION PER DEMOLITION PLANS TO SUIT NEW WORK_ Lj r - --7 N N N II N Ss = =____ "_`= =" -ki - I 4 II 11 II 1 11 I II ii LL N _ _, II � � -- d n -� ILL I I 1 i III If 7IT— I 7. 7TTFP I EXIST. ELEV. 1 11 III I I � I �� �11li_L — 116 -6 II - r - -- - 3 II N II ❑ �� II N ii ti Li Li i L L II It F O The Miller/ Hull Partnership;., Architecture and Planning - Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K, KIM ENGINEERS 612 Bellevue Way NE Suite "202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W.THOMSON 1932 First Avenue Suite *211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 7546 arfleld Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING;_ 1932 First Avenue Suite "711 Seattle, WA 98101 (206) REGISTERED C TECT 1 NORMAN H 91114,41Q STAGE OF WASHrti' PORT TOWNSEND COMMUNITY CENTER Plana are approved SO k must !aY e„rre of omissions Work Ith all onforman 6 oweco es In r and rag shone. Pon a�Ppewa codes Date- Pei mit No: By: Building Official G - DEMOLITION PLAN LOWER LEVEL CITY OFPORTTOWNSEND M __DEMOLITION PLAN LOWER LEVEL A.3 CONST: DOCUMENTS f AUGUST 29, 1989 a 5' -0" _- O N 0 PLAYGROUND 0 0 N 1. EXTERIOR DIMENSIONS TO FACE OF STUD AND /OR CONCRETE UNLESS OTHERWISE i NOTED. 1 , 1 ` 2. VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF WORK REQUIRED. 3. WORK AT EXISTING GYMNASIUM INCLUDES, • BUT IS NOT LIMITED TO, EXTERIOR PREP- . �- ARATION AND PAINTING AND NEW WORK AT T14E STAGE' AJtEA. ADDITIVE ALTERNATE I- SEISMIC REINFORCING_ ADDITIIVE ALTERNATE 2: WALL AND AHU AT THE MULTI- PURPOSE ROOM 007_ x ADDITIVE ALTERNATE 3: CARPETING IN LIEU OF VCT AS SCHEDULED ON SHEET A -19_ ADDITIVE ALTERNATE 4: - BUILT -IN LOCKERS AT MAIN LEVEL COORIDORS 108 AND "1 1 I- -BUILT-IN BENCHES IN ROOMS 100 AND 005. - BENCHES AT ECTERIOR TERRACES OF BUILDING ADJACENT TOIROOMS 100 AND 005. - BUILT -IN SHELVING AND STORAGE CLOSETS IN ROOMS 009E AND 012_ ADDITIVE ALTERNATE 5: NEW FENCING SURROUNDING PLAY AREA AND NEW ."TRICYCLE SURFACE ADDITWE ALTERNATE 6: GYMNASIUM MECHIELEC IMPROVEMENTS. 'f. a 25' -0" Wei new walk 5— 0" I3'- new tricycle surface F 'I new fence 0 0 0 A — 0) o o entry trellis below --3 i 7vP. Dowr+�P uT —moo TAYLOR STREET 16 new parkin paces new rb new walk L FENCE.@ TANK/GARBAGE CANS ARE IN BASIC BID PACKAGE_ STO. an. 115 existing 115 22' -6 I I 14 - 6" 4" 8' 2 N concrete pad relocated 0 propane STAGE tank I - - existing 10 -0 L new fence 0 c9 Sim garbage cans AI4 W 0 9�- 6" NEW STO 113 I� reril ■■ .m ` is ■■® . 0 o- • MMEM Oman '•73 ., , • 9 iNNIN IIIIIININNI ■� �ti ■� �� �� new infill MA m M i I\ fJ G MNAS UM 11 existing 11 01" / 0 ( By: 01 a 25' -0" Wei new walk 5— 0" I3'- new tricycle surface F 'I new fence 0 0 0 A — 0) o o entry trellis below --3 i 7vP. Dowr+�P uT —moo TAYLOR STREET 16 new parkin paces new rb new walk L FENCE.@ TANK/GARBAGE CANS ARE IN BASIC BID PACKAGE_ STO. an. 115 existing 115 22' -6 I I 14 - 6" 4" 8' 2 N concrete pad relocated 0 propane STAGE tank I - - existing 10 -0 L new fence 0 c9 Sim garbage cans AI4 W 0 9�- 6" NEW STO 113 I� reril ■■ .m ` is ■■® . 0 o- • MMEM Oman '•73 ., , • 9 iNNIN IIIIIININNI ■� �ti ■� �� �� new infill MA m M i I\ fJ G MNAS UM 11 existing DI IC El \O I I TYP AAZO r I Tlaorlllg IIITIII at area of I exist. slab to be I removed 07 LE =1I 21 -0 v 0I I ckers 7 Alt exist. bldg. line I cr C �07 I anti -lockers i formaiio a U 8', -0 'cl II AIN -L.N 100 o trellis I bench eq 20' -0" eq iC -0 14 -0 16'- 0" 8' - 0" 35' - 6" 12' - 0" 1211-0 If Al B C MAIN LEVEL 1/8 "=1' -0" AN 0 co 0 Cr o O d o _ co co A M terrace oI below CD SENIOR OFF. 102 6 Al2 - 0 o A o1 R102 (D SENIOR DROP-IN 4 101 AI o - 2 1 _ eq 5' -0" eq new addition O o_ trellis 1 I IQ X23'- 6" " i 0 14' -0 �2'- 0 "16' -0° E F 1(G GI 116B 11 01" / 0 ( By: 01 ssi F PORT TOWNSEND table KI ,CHEN table 105 Plans are a oavod epting All work must ueA rx nit sacs wo Pit" I•�otlon In and HEALTH RM. splicable codes 10 01 0l fi c l 'r Room 220 Maridme'8h1Mi#."� W\NTRY Io A I UTL u I o -' '` f 106 10 E 07 Seattle,Washington. 98104_ s s _ I -- -- - - - - -- FS AN I OI 1058 05C K1 1048 _ I existing bearipg wall DI IC El \O I I TYP AAZO r I Tlaorlllg IIITIII at area of I exist. slab to be I removed 07 LE =1I 21 -0 v 0I I ckers 7 Alt exist. bldg. line I cr C �07 I anti -lockers i formaiio a U 8', -0 'cl II AIN -L.N 100 o trellis I bench eq 20' -0" eq iC -0 14 -0 16'- 0" 8' - 0" 35' - 6" 12' - 0" 1211-0 If Al B C MAIN LEVEL 1/8 "=1' -0" AN 0 co 0 Cr o O d o _ co co A M terrace oI below CD SENIOR OFF. 102 6 Al2 - 0 o A o1 R102 (D SENIOR DROP-IN 4 101 AI o - 2 1 _ eq 5' -0" eq new addition O o_ trellis 1 I IQ X23'- 6" " i 0 14' -0 �2'- 0 "16' -0° E F 1(G GI 116B / Rate Pe rmt No: �d�Z/6 By: Building 0 icial CITlr F PORT TOWNSEND The Miller! Hull .Partn ,fttii A'M Plans are a oavod epting All work must Architecture ar0iianriin 3` rx nit sacs wo Pit" I•�otlon In and ulationa. splicable codes 'r Room 220 Maridme'8h1Mi#."� PLAN 19M Western Avenue, ' 9u CONST DOCUMENTS Seattle,Washington. 98104_ _ I Teleplwne4 AN dn. STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way Suite "202 Bellevue, WA 98004 ' (206)454 -9426 dMI MECHANICAL D.W. THOMSON 1932 first Avenue Suite "211 Seattle, WA 98101 (206)443 -3444 :1 FOYER Ik ELECTRICAL exist. wc existing ATKINSON ASSOCIATE'S 754 Garfield Seattle, WA 98109_ (206)283 -2852 ` CIVIL 1-1 ROSEWATER ENGINEERI%G ., dn. 1932 First Avenue_ Suite *711 Seattle, WA 98101 .:;x. (206) .. l2 new parking s aces REGISTE ' A C1UU i NORMAN N S�FAl"'• SU1E •f au:, i PORT TOWNSEND COMMUNITY CENTER / Rate Pe rmt No: �d�Z/6 By: Building 0 icial CITlr F PORT TOWNSEND �. Plans are a oavod epting All work must OTICE: •rte or otniaslo rx nit sacs wo Pit" I•�otlon In and ulationa. splicable codes 'r MAIN LEVEL- PLAN A4 CONST DOCUMENTS AUGUST29,1989 TOP OF PARAPET- EL 142'- 6" EL 140' -0" FINISH -FLOOR EL 126' -6" TOP OF SLAB EL 1161- 6" ROOF RIDGE EL 148' -6" TOP OF PAR71EL EL 142' - 6" 140' - 0" FINISH FLOOR EL 126'- 6" FINISH FLOOR EL 119' -0" TOP OF SLAB EL 116'- 6" new sta from fini floor file 116' -6' t( 115 2° TA B C D E F G GI SECTION A -A 1 /8 " " =1' -0 X B) ( C 12'- 0" ---(:D SECTION B -B AI 8'- 0" A BI QB C <IB CD 35' -6" 12' -0" 12' -0" 6' 0-011 S - 0" I �_ -o -- — 02 001 001 I S ( N — I 02 trellis above- I `;10 01 A5 FO (ER j� 0 I I I a10 up- _ L LL 0 6'- 6" 01 I R006 — 99' - 0" 23' -6" 14' -0" 7 _ AIO 3' -6" new addii WOMEN / I CD 003 n I F G GI 2' -0„ 16'- 0" 0 I_' eq 4' -0" eq T ea 3 -0'i o o fli xist — — 01' I RO 6/ 01 I VENDING /VIDEO louver - -- o S 0. 06 rec ion 4 - - - - - -- o � 006A I I co AIO I awb soffit above, housekeeping pads see mech /plumb ❑ ❑ MECH /ELEC 4 014 S 0. 014 0 2 U O 0106BL O 10 13 E. 6 WC v I M 4 I —012 Od I S H.S. OFFICE 0 012 08 0 1 0 013 01 01 TO A I R01 l— OBl3 - -- 013 05 — ®II� 010A trellis above 1 009C " = 1° OI 17 O m II ' o I `D °' vct 6 c Met L o � FEC o Q 16 II l0 H.S CLASSROOM 009 , TYP DOWNSPOUT---io I 0 L 01 TAI l -- tEC. OFFICE ) 0 6 7r-,iT7 I JI T ACTIVITY I ro C 1 a •�.� o venfy height w/ I BENCH a venders 01 I I IB SIM 005 N DROP-IN j II I I OI I I TYP 2 19 All 18 1 10 I 2 Dvct I carpet 70571 �1 I orniru_ 'STO O07 7 i 0111 _ 11 A l l 10 H.S. OFFICE M LTI- PURPOSE 009 A Ol 007 STO 007D H.S. STORAGE D09 B_J oi' H PARTIAL LOWER LEVEL PLAN LOWER LEVEL PLAN <IB SCALE: 1 /8 = 1'- 0 SCALE: I/8 = 1' -0' II louver o ; Q a� I o O 4 Cr BENCH 005, (e (D W A 0) � I I » BENCH 7 6 5 0 3 d CY KITCR 13 S 1 o OtD 8 12 All 11 I O Q louvers O 2 GENERAL NOTES: 1. EXTERIOR DIMENSIONS TO FACE OF STUD AND /OR CONCRETE UNLESS OTHERWISE NOTED. 2. VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF WORK REQUIRED. 3. WORK AT EXISTING GYMNASIUM INCLUDES, BUT IS NOT LIMITED TO, EXTERIOR PREP- ARATION AND PAINTING AND NEW WORK AT THE STAGE AREA. x, ADDITIVE ALTERNATE is SEISMIC REINFORCING. ADDITIVE ALTERNATE 2: WALL AND AHU AT THE MULTI - PURPOSE ROOM 007_ ADDITIVE ALTERNATE 3- CARPETING IN LIEU OF VCT AS SCHEDULED ON SHEET A -19. ADDITIVE ALTERNATE 4. - BUILT -IN LOCKERS AT MAIN LEVEL COORIDORS 106 AND 111. - BUILT -IN BENCHES IN ROOMS 100 AND 005. - BENCHES AT ECTERIOR TERRACES OF BUILDING ADJACENT TO ROOMS 100 AND 005. - BUILT -IN SHELVING AND STORAGE CLOSETS IN ROOMS 009B AND 012_ ADDITIVE ALTERNATE 5: NEW FENCING SURROUNDING PLAY AREA AND NEW - TRICYCLE SURFACE -_ ADDITIVE ALTERNATE 6- GYMNASIUM MECH /ELEC IMPROVEMENTS. TheMiller/Hull 1pari,40004,j. Architecture sn0 Plaarfm_ Room220 Maritime Sulk 9tl Westem Avenue ; Seattle,Washington ,r., 98104 HF Telephone 206.6826837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE : Suite $202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite 11211 Seattle, WA 98101 (206)443-3444 ELECTRICAL ;. ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue - Suite *711 Seattle, WA 98101 .� (206) '. S > REGISTER -% it A "ORNAN 4. l STAN OF ST!.11V , PORT COMMUNITY CENTER roved aXoePf'ar NOTICE: Plans are PP All work � =' any errors or omissions. All oe 1 ' all Pass Inspection In MU16lonft applicable codas On d b Date: Permit No: 0- By: Building QEticial CITY OF PORT TOWNSEND BUILDING SECTIONS .LOWER 'LEVEL PLAN A,5 CONST. DOCUMENTS-. AUGUST 29,1989 V J WOUt i i I a ROOF PLAN SCALE: 1/8" = 1' -0" ROOF ELEVATIONS GIVEN FROM F.F. ELEVATION 126' -6" TO THE TOP OF PLATE /TOP OF ROOF JOISTS. MINIMUM ROOF ALLOWED IS 1/4' = 1 - -0- @ ALL SURFACES INCLUDING VALLEYS OF CRICKETS_ EXTENT AND CONFIGURATION OF CRICKETS AS INDICATED ARE DIAGRAMATIC_ CONTRACTOR TO FIELD VERIFY EXISTING RO SLOPES AND COORDINATE CRICKET LAYOUT AS REQUIRED_ slate: By: wilding Official CITY OF FORT TOWN NOTICE: plans are approved excepting any errors 000mm� conformance r mancewith all pass tnspeetl apptleaWe codes and reyulatloas c t The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 11202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite "211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING; 1932 First Avenue Suite *711 Seattle, WA 98101 (206) 302 ONM an & �MC�iar� PORT TOWNSEND COMMUNITY CENTER ROOF PLAN w CONST. DOCUMENTS AUGUST 29,1989 Ile 1 ' ROOF RIDGE EL- 148 -6 -TOP OF PARAPET EL 142' -6° b EL 1401 - Oil FINISH FLOOR 'TOP OF SLA 126' -6" ROOF RIDGE EL 1481 -6" TOP. OF PARAPET EL 142'- 6" EL 1371- 6" FINISH FLOOR TOP OF'SLC EL 126- 6" -6 ROOF RIDGE I EL 148,-6" TOP OF PARAPET EL 1421, -611 EL 1401 -011 EL.137 '- 6" FINISH FLOOR EL 126- 6�� TOP OF SLAB EL 1161- 6" ROOF RIDGE EL 1481 -611 TOP OF PARAPET EL142'-6" EL 140 - 0° FINISH FLOOR 1261 -6" I TOP OF SLAB - EL 116' 6 new parking lot WOOD re0ra.NCF_� v /DOp �ipll`IC� V /carp F&_WIE cI- Y /PV /'F-IM cOily TPIM 5EG- pE i , wvOD G�rzNIG.E vsc7�9�j `il4 � ✓n L I :� - M�o T�Ir -t 5 E E �� T 14/p20 cor-HEr, 7EE DET, I�j /a7�G A8 B C WOOD 7r-c-I..LIt; la I 2 3 senior entry A OAllO 7 IIE��III lolc D r a 7V ) Mfr •`mil I IIc/II!� O OkiI� senior entry r��o 'felt -I 7u�k' -ouHD T NUK I NLAS I LLt VA I IUIV E F c A A8 A9 4 103 m 008 MDo Tr-IM- youth terrace �u�evvwlc -apI M, DET, I�+,pzOJ cINC LUpIt -Ia r 6 5O 4 El I I 5v��ouHp E:Q T� 104 L0148 LO 13 l� O IA � 1018 LLO B -= 5 6 I Ilo 107A 109 J� C A Q 3 I 013 ��, I: youth entry Cork., ViA6.L head start entry �E E DET/ �ow�l�vv r new addition COr-ie, I2ET41tSINC MALL new infill beyond wwrisPO4�r -j Ids 1 T senior entry ,Fp-n4 F 4 vrpv/ TRI V F /vvr GvIZNIC,E --� /U C�Ia SIL>II"1G II�O TIzIM EE DE r 14 /pzQ or= f-fE1= TRIM ,EE DET, I3 /AZo , cc C) TrzE -LIB OOL 5� ve,I�t ZJhir_ _ETE ® FF= E iL]1"1r'9G L. L. LbWN5P007t) PARTIAL NORTHWEST ELEVATION gymnasium beyond SOUTHWEST ELEVATION gymnasium SOUTHEAST ELEVATION III -Ic��E f�F= �cKET�TYP G� Z' -p11 c�G , SEE — WOOD CveNICE Mho TR=IM VEE PET, 19 //�Lo TI1LLL1::A new parking lot NORTHWEST ELEVATI 1 /8 " =1'-0" clay street NOTES: GYMNASIUM- PREPARATION AND PAINTING OF EXISTING STRUCTURE INCLUDES, BUT IS NOT LIMITED TO, WOOD SIDING, TRIM, WINDOWS, DOORS, DOWNSPOUTS, AND GUTTERS; TYPICAL FOR ALL ELEVATIONS. `r�J 5L TheMiller /Hull Patja Architecture and Planning: £,';; Room220MVitimeOU1111144 911 Westem Avenue 1 Seattle, Washington 99104 . =; Telephone'$ 206.692.6837 �' M a STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite x202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite x211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue Suite x711 r Seattle, WA 981131 °�'- (206) "'t REQ4CT, A f 8 0OF NAASM PORT TOWNSEND COMMUNITY CENTER taylor street Piing a ® *� ost ere Opp ion �o is t" alt oOr%; Pt0( omtsaiconyormgtio s 0w 6R sPeotio esnand r ®gu y � tai® ooa le ti 16 Date. otti�, t ��. �dtidm8 T 6NN 01.E (jE tyler street ELEVATIONS A.7 1 CONST. DOCUMENTS AUGUST 1989 m 008 MDo Tr-IM- youth terrace �u�evvwlc -apI M, DET, I�+,pzOJ cINC LUpIt -Ia r 6 5O 4 El I I 5v��ouHp E:Q T� 104 L0148 LO 13 l� O IA � 1018 LLO B -= 5 6 I Ilo 107A 109 J� C A Q 3 I 013 ��, I: youth entry Cork., ViA6.L head start entry �E E DET/ �ow�l�vv r new addition COr-ie, I2ET41tSINC MALL new infill beyond wwrisPO4�r -j Ids 1 T senior entry ,Fp-n4 F 4 vrpv/ TRI V F /vvr GvIZNIC,E --� /U C�Ia SIL>II"1G II�O TIzIM EE DE r 14 /pzQ or= f-fE1= TRIM ,EE DET, I3 /AZo , cc C) TrzE -LIB OOL 5� ve,I�t ZJhir_ _ETE ® FF= E iL]1"1r'9G L. L. LbWN5P007t) PARTIAL NORTHWEST ELEVATION gymnasium beyond SOUTHWEST ELEVATION gymnasium SOUTHEAST ELEVATION III -Ic��E f�F= �cKET�TYP G� Z' -p11 c�G , SEE — WOOD CveNICE Mho TR=IM VEE PET, 19 //�Lo TI1LLL1::A new parking lot NORTHWEST ELEVATI 1 /8 " =1'-0" clay street NOTES: GYMNASIUM- PREPARATION AND PAINTING OF EXISTING STRUCTURE INCLUDES, BUT IS NOT LIMITED TO, WOOD SIDING, TRIM, WINDOWS, DOORS, DOWNSPOUTS, AND GUTTERS; TYPICAL FOR ALL ELEVATIONS. `r�J 5L TheMiller /Hull Patja Architecture and Planning: £,';; Room220MVitimeOU1111144 911 Westem Avenue 1 Seattle, Washington 99104 . =; Telephone'$ 206.692.6837 �' M a STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite x202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite x211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue Suite x711 r Seattle, WA 981131 °�'- (206) "'t REQ4CT, A f 8 0OF NAASM PORT TOWNSEND COMMUNITY CENTER taylor street Piing a ® *� ost ere Opp ion �o is t" alt oOr%; Pt0( omtsaiconyormgtio s 0w 6R sPeotio esnand r ®gu y � tai® ooa le ti 16 Date. otti�, t ��. �dtidm8 T 6NN 01.E (jE tyler street ELEVATIONS A.7 1 CONST. DOCUMENTS AUGUST 1989 LbWN5P007t) PARTIAL NORTHWEST ELEVATION gymnasium beyond SOUTHWEST ELEVATION gymnasium SOUTHEAST ELEVATION III -Ic��E f�F= �cKET�TYP G� Z' -p11 c�G , SEE — WOOD CveNICE Mho TR=IM VEE PET, 19 //�Lo TI1LLL1::A new parking lot NORTHWEST ELEVATI 1 /8 " =1'-0" clay street NOTES: GYMNASIUM- PREPARATION AND PAINTING OF EXISTING STRUCTURE INCLUDES, BUT IS NOT LIMITED TO, WOOD SIDING, TRIM, WINDOWS, DOORS, DOWNSPOUTS, AND GUTTERS; TYPICAL FOR ALL ELEVATIONS. `r�J 5L TheMiller /Hull Patja Architecture and Planning: £,';; Room220MVitimeOU1111144 911 Westem Avenue 1 Seattle, Washington 99104 . =; Telephone'$ 206.692.6837 �' M a STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite x202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite x211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue Suite x711 r Seattle, WA 981131 °�'- (206) "'t REQ4CT, A f 8 0OF NAASM PORT TOWNSEND COMMUNITY CENTER taylor street Piing a ® *� ost ere Opp ion �o is t" alt oOr%; Pt0( omtsaiconyormgtio s 0w 6R sPeotio esnand r ®gu y � tai® ooa le ti 16 Date. otti�, t ��. �dtidm8 T 6NN 01.E (jE tyler street ELEVATIONS A.7 1 CONST. DOCUMENTS AUGUST 1989 6U I LT- U P A�VF I MCa OVER P--?A IzIGID II-1,!)UI., ovElz 0i /g" II PL-vWD l.�L ^CR a x ra FW.6-HINU Zxl2 P-�F ��I=S F-19 gtr- IN .ii „IIISi III i - E _1 — d�� °JI-ilH A5 ��G?1�i1F� -�'li Fi/�II GGI LII"tC>�Oi1R1� cri ZxSeZ411oc. TYP, a POOM7 101 /104 10 loT G L. LA - Lallh H f ;1 i :SEA S- TF�UGTiiP�i�- f+W ZxID pl-�'� JDI�1�1'� X1111 i A5 P.kl ED VC-7 0H (2) ' /�Il P�yv� D 5u�- FLDOI? VGT DI t ' /�'' pGx Pl -YhtD 01-F 3/4'1 FUiz.�.IM� �EXIg'i sr�.vcfivi�E vioc�D 1�= er 1=�•,� g. TAI M O VCT 1= LOO f i`4 cps l" LO N(, ./sE ON CsKAJE� (C) SECTION Q NEW A SCALE 3/4"= I -0 I �zo I,JICE GOI°+T, ��FFIT V +T MDD mar -Fir T =1 M O ti = r�lE-r c.�.arli -I C- �E� t7FTi� I1. q afro — WX 4 : FA t-1IGE sEE phi /.alp °I I(o �U1-1E OF GEILthiCe I ZKE-1 E ?sill O, O tpEf,rlom t2 ZX44 Fre/sMIl -1 W/ F,? wcz; d uz" Pl -YV�f� Ib pl7 /Z'' FLyWG OI-t Zx;:� W/ K=19 Ilia 'L C?�P�T otii li�'��cx �Y Ih'-I (i E.IZ L.d�Y ,uCEI�,�i:1�G or �/4'' FUr— -, )(Folf E51D W�oLL CoNI -%, SE.E GETsa,IL co //�zQ 4' Z;)L4t:) SL.vIPE TO P 51LOPE� VZ ti IIII Illl 111 �' JT. 4 -:;"I_ flll =`lfll It�l =l�ll Fk-'�I +r-II� lacy IIII —tJ =1111 1111= WAIL Cj- FE:M A e O y` Oki a F rtI C�wP� 171 F BI B SECTION SCALE: 3/4 = X7--1 II1�11 1111 D LINE c�F FVYE.(Z @ zx(o FR/sMl -ICS MET FL.� CHI H� znL FF>MI-V ov =R Zx4 FF-,=al ll1­1& W /IXe, F4-G 1 =9-`:� 2x8) "FTCR`a�c'240CV. Gxao i= �.MIHC� P- 19 ITT- II-I. o N ATI= uC.TL?I 4.4- 11 WOO r V r-I r 0VV r< 1••� h I tiI i= 2 Y, Lo M I I-1 C:,, FOP, JDI HT 4'I °�L lal� Ti rAg6-PE 51-OPE. 110 r l lr SLOpp v -11 Ij= n 1111 -11 - MASOI -+�y rl +REF tr'Tb =UG �i��aL I zxlo FW1 -l�tN� �. tq I;,arT t f�1.6c.1L[�.i"YDN �ViTI�ICry �1MGt�Tlply k} x 2 FU R R I IyCa �/G'r F4- OUI�IHC� 4a1' THIS WALL SECTION INDICATES ADDITIVE ALTERNATE ONE- SEISMIC BRACING. r D 4- I 0 MST, cC�PING – vi/ C- L-6.4.T F^57E HF- F- sEE DET/�IL q zx4 p��Ult"'IG- DUI LT-uP F-00F1`-16 V// I til �U LATION O✓EIZ �' /F:�ll r2/e)' G7YP —� LLILIN�� � =C�'D 4 C E I L, "FZFET nvL°R veil O.CK UI- IDEFL.nY v /4'' Ito 17 CGW6 Oµ --I�1 T t -i'� U 1 A For- �t�;E G^iD SEE pe7 (D /ago 1111 =1111= � , - 1111= Iu1- 1111111 Ill( ° . ° Ill 0 —wvUp CIJRhItCE a�E DErhIL V al r�CT FVsSHINp t-,/b° x h l wl, prow ��ItilHrr eX n F=P4.Ix11MCr 511r d,Trllr+c -� 1x2 Y /Gi�G F�APZI ICI r"c.UILD, Pl�PEr Ex15TINC 2xIU P-COF FZ4�,r'T E.Rt) - F�cl S T ir•1U lox I4• �aEAF'I CP�EYVHp) - En1��11 r1�1 �6 =1CK- VE1�li =�lz 4 e5FF-uCrUR-�,L H,C,T 1 ��UL.ATIi�N v/ Fci L K F; Z-Z C>F.rz- - ax(o F2hMlr (fjVn;) -I /LII I'I.YND - MO�ol�Ey 5EE - �fie�t,t,ty is - FO Ir- c It) IG 1,,u4L1- C.0MPITlaht SEE uET, 7 /�zo �VST 2xIO h-I�� vDl�7�.a �x ID .�c?FFIT r �n� I ti1C� 0 VF7 L.11.ITtw..L 7 T vit2 v /rave Ff�IIL � Q PTv r�Ir� � `.SILL v +I I,, /F'I/> �M� TIES SEE �jTZUGiUe/yL 7. -'z_ —III I►II =ill =1[ lh �o ° 1111= 15 I 1/4 x L FL)r -r-i r1G I SECTION aO HEAD START WDW k' j (zrni P7. � /a =1 - n TOP OF PARAPET EL. 142'- 6" FINISH FLOOR EL, 126 -6" � Raff/h The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Westem Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Sulte $202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite *211 Seattle, WA 98 10 1 (206)443 -3444 ELECTRICAL AFK;NSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 first Avenue Suite *711 _• Seattle, WA 98101 ;; (206) ' REGISTERED - . HI ECT j I mss; PORT TOWNSEND COMMUNITY CENTER xaaptin ®t ® ere aPP� II orK rust t Ch�E Plan ipions a with s of ty are tion In conforms ar . ab a s codes and raaulat ns e� Date: '1 PermitNe' 1�9� BwIdInLld�in�t 0 O ?OR FOP OF SLAB EL. 116' -6 " V THIS WALL SECTION INDICATES ADDITIVE ALTERNATE ONE- SEISMI� BRACING. 1 WALL SECTIONS A.8 . -- - - CONST. DOCUWENTS _ AUGUST 29, 1989 Y r� 7 ET, C- 01s1114Cy w /GLr i >T 'Er- GETisI 19 I� �V✓OOC> GO(�NIGI`c ct�F_ F_ 9 old FF✓�MII -i(ti W/ — 4 lox I 4-r It- L- V0 �P — r.-I? wn cwP �I�IHG 01/E, r- ' /O" EXT P. ywP zxm t �ti�It -+c- w/ Fae✓��E V�It% C-71 1-1 P, c-vEt. PeT, r /azo �iF7" cwNj c✓ % -ti z x P,.a�TT II- I�vl.. I /zll PIwwD ✓r�IwIH! F /OJ R w pw P"i-I F_ v r2/t>" r�" wi_) t>FOw iF�cr PL. - /,vn w/ PULL. I� 10 ZX(o Flt inar,� w/ �Im F.'-I 9 I til�ovs.,. .o� o � T1II�11III I . o.. o yv /� -cc Ir�✓L)�, C) V E 12 r' /e) F_xT I(y 17 2 I,. FOP 61P WcjLL +-, i GCJ�ip, �aE / /�zn 3 \ r` (� I b 1,1 0l7 0 \/ MET cvr--l>7G w/ GL"r � SIPE. rrG I:>ET4 -IL Iq I� C_- (A-) I c -w 9 _! O rr I/ is o/E�z TxT r�..vwp 7 /cz0 IX4 l-t T. — h /UjIIGE.ILINC F yy?L Q 7/4" FUG r-IHl- G r X I' /' I1NCY +I d O I ~ 11 N Il \j �i/ Ghl t7 014 r FUFZR t-{ Cy p,Eh �X.Ir- F I�,O.h� I I•..� C– v.I/ t- b`7U1-�PY T�°i P��.�II�P• P� >f�rh� PE °r' UG X�li1WIi Iq Ir �L, C�'JF•' JI ['I I�fC7 4, FL U t>, � E Ex PANS 10 t`I lu 1 HT 4n FboTI1°IG P "I N OOD PX3Tl H(� Pre �rF�JGT WALL SECTION of NEW INFILL SCALE: 3/4" I'O" zl wcQo® C.Ore-,h•{IC,L c�,eE l�E7 -AIL (O zx4 ��r�111•�G' bFvsC°E ST 2xco Pr>�P�:T �'= ✓= NIIIti� w/ �EIZ �iT�JLTJf < %L..� rs,o Gwv eX a P r - II °ic TX4 IJ IZ c 1 =; /`b' Caw � i�3 � I !=• 117-"/\Cx over= 7 i AjhTO T E L 1421- 6" TOP EL 140'- 0 eLALT-Jr- POL-lFING i INSvLJ'>TION OvF-PL Exr 21� P/aILH IH w CG'f p �I ilM1i&L IwTp EXIraT Ppc�i� E<I _ i Flt-1 TUI✓E SSr_ MF1 H — 7/��'� C -v--16 C>/E.tz z co FFAMIt�C� C>H I /4-,II PL -/V-jp - C.PA OIL /I OH zX4 E�'_411aL I /�11 P�,Yt�1G � w/ L�'•a A, r 1..4���T�l zX4 1=vL1✓1NLo T GYM c:l Zx«.> �y r W/�LL W If z X I 0 I° (�'� W N CT 1N4tU,III %a xL 4 d rLU�p> 1 =1= .15 - - -- - WZ �I r_ ' _� _ - - - .OP O:p 'j .b .o o _ 6.,y - . -v� gv �•° PA ° —III) UJ od .CL SOCC' ✓ p0 og�oo0 05° aop� Do o p o VEf IFY P=F ?H Or _Illll_Ill'I D - o Oho co °� ll —till I °. = Il ll =fill ,^ n °0 1 1= _����� off vl . . ✓I -_ aP -VIII -VIII = IItII- VIII =(I I s�Tlrtc� Trl> t�GYa, IOC, VIII= o . o IIII - or oo r- o� ° y ° ° r?rrlrko TJ FI k- Il�al�l ��ao�. ➢ , ' I �"t �xl:ai'It•°ICa • - FjC I�jT FO:JTI HC�`� �� FG- YJi'IH[7 C WALL SECTION at DINING /HEAD STAF SCALE= 3/411= 1' - b° NOTE: THIS WALL SECTION INDICATES ADDITIVE ALTERNATE ONE- SEISMIC BRACING. Mt=YV I1`-Ft1 -L.- EXI`�T IHC� C�vMI�I��IUM WALL SECTION at NEW INFILL SCALE- 3/4" = 1' -0" NOTE: THIS WALL SECTION INDICATES ADDITIVE ' ALTERNATE DNE- SEISMIC BRACING. 'UUILT-UP RovFIN(� w /rz -zo Ir- 4&L)+'JTi0H aVER r--,KT FL.YWOD D MET�� Gvnlr -IU w /�Ur�T �i�STEr+�Iz� Alta WL-41 P L4)r- r-1 CE: �"tRiF t EraIL 19 I (o �x Iz �cvoF r/S T'=R.Ri GL.0 -I.�M F'E1� 5'TRUL -, Fi /�'' GCIL:i -IG P /\ r- T n DL o n Ex PANS 10 t`I lu 1 HT 4n FboTI1°IG P "I N OOD PX3Tl H(� Pre �rF�JGT WALL SECTION of NEW INFILL SCALE: 3/4" I'O" zl wcQo® C.Ore-,h•{IC,L c�,eE l�E7 -AIL (O zx4 ��r�111•�G' bFvsC°E ST 2xco Pr>�P�:T �'= ✓= NIIIti� w/ �EIZ �iT�JLTJf < %L..� rs,o Gwv eX a P r - II °ic TX4 IJ IZ c 1 =; /`b' Caw � i�3 � I !=• 117-"/\Cx over= 7 i AjhTO T E L 1421- 6" TOP EL 140'- 0 eLALT-Jr- POL-lFING i INSvLJ'>TION OvF-PL Exr 21� P/aILH IH w CG'f p �I ilM1i&L IwTp EXIraT Ppc�i� E<I _ i Flt-1 TUI✓E SSr_ MF1 H — 7/��'� C -v--16 C>/E.tz z co FFAMIt�C� C>H I /4-,II PL -/V-jp - C.PA OIL /I OH zX4 E�'_411aL I /�11 P�,Yt�1G � w/ L�'•a A, r 1..4���T�l zX4 1=vL1✓1NLo T GYM c:l Zx«.> �y r W/�LL W If z X I 0 I° (�'� W N CT 1N4tU,III %a xL 4 d rLU�p> 1 =1= .15 - - -- - WZ �I r_ ' _� _ - - - .OP O:p 'j .b .o o _ 6.,y - . -v� gv �•° PA ° —III) UJ od .CL SOCC' ✓ p0 og�oo0 05° aop� Do o p o VEf IFY P=F ?H Or _Illll_Ill'I D - o Oho co °� ll —till I °. = Il ll =fill ,^ n °0 1 1= _����� off vl . . ✓I -_ aP -VIII -VIII = IItII- VIII =(I I s�Tlrtc� Trl> t�GYa, IOC, VIII= o . o IIII - or oo r- o� ° y ° ° r?rrlrko TJ FI k- Il�al�l ��ao�. ➢ , ' I �"t �xl:ai'It•°ICa • - FjC I�jT FO:JTI HC�`� �� FG- YJi'IH[7 C WALL SECTION at DINING /HEAD STAF SCALE= 3/411= 1' - b° NOTE: THIS WALL SECTION INDICATES ADDITIVE ALTERNATE ONE- SEISMIC BRACING. Mt=YV I1`-Ft1 -L.- EXI`�T IHC� C�vMI�I��IUM WALL SECTION at NEW INFILL SCALE- 3/4" = 1' -0" NOTE: THIS WALL SECTION INDICATES ADDITIVE ' ALTERNATE DNE- SEISMIC BRACING. 'UUILT-UP RovFIN(� w /rz -zo Ir- 4&L)+'JTi0H aVER r--,KT FL.YWOD D MET�� Gvnlr -IU w /�Ur�T �i�STEr+�Iz� Alta WL-41 P L4)r- r-1 CE: �"tRiF t EraIL 19 I (o �x Iz �cvoF r/S T'=R.Ri GL.0 -I.�M F'E1� 5'TRUL -, Fi /�'' GCIL:i -IG P /\ r- T n DL o n -� zv ➢ , ' I �"t �xl:ai'It•°ICa • - FjC I�jT FO:JTI HC�`� �� FG- YJi'IH[7 C WALL SECTION at DINING /HEAD STAF SCALE= 3/411= 1' - b° NOTE: THIS WALL SECTION INDICATES ADDITIVE ALTERNATE ONE- SEISMIC BRACING. Mt=YV I1`-Ft1 -L.- EXI`�T IHC� C�vMI�I��IUM WALL SECTION at NEW INFILL SCALE- 3/4" = 1' -0" NOTE: THIS WALL SECTION INDICATES ADDITIVE ' ALTERNATE DNE- SEISMIC BRACING. 'UUILT-UP RovFIN(� w /rz -zo Ir- 4&L)+'JTi0H aVER r--,KT FL.YWOD D MET�� Gvnlr -IU w /�Ur�T �i�STEr+�Iz� Alta WL-41 P L4)r- r-1 CE: �"tRiF t EraIL 19 I (o �x Iz �cvoF r/S T'=R.Ri GL.0 -I.�M F'E1� 5'TRUL -, Fi /�'' GCIL:i -IG P /\ r- T n DL o n -� zv Ieo P °P I t w1 d__" 7 ovr•�, y�II E,�9', f L`✓ E w/ 1t�A.l I L S E R II W /Y/r?I r, E. %aI-Z PE:R, I—zXIU FfSK� II GLU ° t-/s• N7 t✓ V,`s R U �— woor;; waw I-r�Ya M G 71 M,LJ�I`i� I �IM I� I� KFJ �I w� /z'1' t°r w/ 6UILG IIII— F-E1- TOP IEL 137 -6" FF E L 126'- 6" The Miller/ Hull Partnership Architecture and Plahning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 1202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite X211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue Suite *711 Seattle, WA 98101 (206) REGISTERED �j A_VCHIJECT PORT TOWNSEND COMMUNITY CENTER S 0 +1 III. 3 f recred e,¢cePtinl7 NOTICE: Plans nisi ns. All work must l any errors or °'" nfprmance with Pose Ins O lon In reguletlona, eAPII °°°des -1111 Zxrn [late:.- �- �'r- -��co . o IIiI PelmdNa: By: ttWWI ButldtnB CITY OF FOR TOWNSEND TOS exP JoIMT EL 116' -6!� =VIII= 4' FQUrIr{�a n�Ir, � - -t%r I,: •Lrt2i�IGT�Jiz✓iL. A WALL SECTION at NEW AD SCALE- 3/4 It= I' -0 WALL SECTIONS A.9 CONST DOCUMENTS AUGUST 29, 1989 1 81 E -4 -011 71q I0I 4' -�I �'_C�II GL ^.rat•= {�Er/�i ' I� - - - - 1 1 7 FUILT -UP pac�lr -� =I- 2 G," sr t r.,*�' PLY tLr'r.a tq The Miller /Hull Partnership WOMEN \/ ~" 441:1 Architecture and Planning PAST ITI OHS Room 220 Maritime Building TOP 911 Western Avenue ii _ - - EL 140- 0" Seattle,Washington r.'� '' r., 98104 — o � �rr<�, — x� ��-y���l-1G Telephone 206.682.6837 s 5 U ll . v I " � 1 0 GL U° -.._L1 Allf w STRUCTURAL H.K. KIM ENGINEERS Pr Suite Bellevue 4202 Way NE Bellevue, WA 98004 4'I Zoll MEN - r. /� " e (206)454 -9426 q co l l r�-w TOILET PLAN at HEAD START SCALE = 3/8 = I'- 0 �I �w�T I MECHANICAL D W. THOMSON C = 1932 First Avenue =s 3 2 0 Suite 211 Seattle, WA 98101 _ z (206)443 -3444 i - - ELECTRICAL ATKINSON ASSOCIATES 5 754 Garfield \� J -G II l 61 _9 Seattle, WA (206)283 -2852 52 I ' Co C CIVIL v ROSEWATER ENGINEERING \ O TOILET PLAN ENLARGEMENT 1932 First 1 �P� SCALE 3/8 "= I ' - 0° - x 6; : - . ,r Seattle, WA 98101 I I�:Iric vrr /v" (206) 17 V t` dzo 3 - 3 T�rLLI SeE S�eFr4zo 417 AI AI - gT�ll�s =rte �X xa (:1 r 1E61f0 .�xr. 'd fi 1zn i2 z34 A� � 6 /f�GyiFj�'H It•7 � ��L� d �?A � n•u -t'i t�l(p ' 9 4' - 71 D �z a' -v 11 N ®� &1® ® ® M El a �cINIG- u- azo I �� C dcx fNE� �4° z CPA Pu wry FF 9 ?-Kle C-' - [PP -1C�&L `L it GYMNASIUM EL 126' -6 ' I r arc Hr�c� F F. EL 119 -10° _ �' r� - - LINE. OF 7crFFIT �I '�`�"' 4 REC. OFFICE PLAN 3 STAIR at STAGE - SECTION n = 1'-0" PORT O SCALE- 3/8 = I P - O SCALE 1/2 n - 1 TOWNSEND -' �- I COMMUNITY CENTER 117 1 17 PoPf-H (�EYOHD� - LA Plans are PPr ®v All WWI mud S OPl y ►r ®il® ors or omissI ns. All work must G17 5 L �\ v Pess InsPa tton In c nso RISrIcelth all ii Ho31 NG 4 f 4Z °L T -n Q) N F-- - v✓ _ l;. 1 iVI It aPPllcsbte nodes an A KI P Date: i mil svc <_It �I,yrl = Pei mitNo: BU I C9 � L � l � />v �Y ' 1 1 1 By: v0' ( rte, �G -iNG- 411 �,._.-f'I,r� I ICI•. DTI -.JC , ddl g Official p CITY OF POP T TOWNSENU 0 N l�P JJIriT rYP _ LOWER LEVEL - �5 T�— FF EL. 116'-6" EL 116 -6" TOILET & STAIR PLANS 7 - - STAIR i 000 SECTIONS & ' K1:IL. 47-° HT Z v�? WALL 4 - - -{ SECTION MAIN LEVEL 4' -0 ct' -oI' F.F EL. 126' -6" A.10 STAIR SECTION 5 STAIR PLAN O WALL SECTION at TEEN ENTRY 8. TRELLIS CONST. DOCUMENTS O SCALE 1 /2" = 1 ' -0" SCALE- 1/2 It = 1' -0" SCALE: 3/4".= I' -0" AUGUST 29,1989 1 r n ADJ ILocFlh°7D PLYI,4l The Miller/ Hull Partnership SHELYIH CI) MI fzf orz - MII�IzO� G Architecture and Planning Room 220 Maritime Building °1-4 LF [.ki]lo P..✓�h ".0 �GL E� Pr � 911 Western Avenue T, se�T T. SE ,7_ Seattle, Washington ° g vHLYj y UYE ISP GUVE� 98104 Iva c 9 c u Telephone Li _ L - 206.682.6837 _ v � N � - fi d` - i - _ 9 i p II I lull Ira �jl 11 -511 I II 04il ICU II U d �I_ It a 11 71 LI �I� �O IE� �i I> '�' P�'I ' ° �`— 110j1 �. 3" I� 3�' n i3u fan 41 y° C O TOILET at HEAD START O MEN'S TOILET O MEN'S TOILET O WOMEN'S TOILET(MEN'S SIM) Oj WOMEN'S TOILET STRUCTURAL SCALE: 3/8 = 11-011 SCALE: 3/8 = I = 0 SCALE: 3/8"= I'-01' SCALE 3/8 =it- 0 SCALE. 3/8 11 = I I-oil H.K. KIM ENGINEERS 612 Bellevue Way NE Suite tivP Fw�ME � r� >�= TITIO,-i P�w�l -�� E� .�i_vl� E� �u1te 202 PT-D paOZ Fl �H hl "iJ:'i,] L F- 6HELVI s I eY�r�r" / ��rl� - Bellevue, WA 98004 Ior.: / - - - (206)454 -9426 - - - -- - -- - /, r s MECHANICAL i" ------ / D.W. THOMSON 1,932 First Avenue v - - - -- - - -- - - -- 14 co�1 Tom% i dl7 - ° Suite 11211 Seattle, WA 98101 (206)443 -3444 OPC { s ELECTRICAL FGC ECG, - - -- - - - -- c. O , z7 CJ -?HELP N N -- - - - - -- i �, ATK::JSON ASSOCIATES 754 G arfield Seattle, WA 98109 754 G X11 31_Uil �I_UII �I �-III p'-011 �i% II (� 8" Id° (o° Eck r4 (206)283 -2852 4� /G � � im-o � � � I O _ FOYER at TEEN DROP -IN Og REC OFFICE O REC. OFFICE O TOILET at HEAD START CIVIL - G ,� - ,- �� ROSEWATER ENGINEERING SCALE: 3/8 = I - 0 SCALE: 3/8 - 1 - O• SCALE: 3/8 = I - 0 SCALE: 3/8 - I 0 1932 First Avenue Suite 8711 �u wD F-�MG d Seattle, WA 98101 w� ��`�1�� i Pro w� DIH,� Pro r7�c FlMlsl -I HvTe (206) I, PLpM OH I� y ! PwNI :�-+� / rrG r- '�- �,.NII - / �'- V>SrED of Dl' I 3/9 u P 7___ �� 3/4'I PL ✓WD i C7vll Ico IzELI iE LYND _ F--- - - - -II y IG I 1= (3 017 / 3 I li F4'' G 0 I I � � E^icYaHD i l CUUN-E( r- ?I °FJkc: � fl � � \, GC3U1 -.IiER Fil- FUI -GUi � I 11 C. rop 01 4 fe ',N %�1''f Z �i -III (p'Dil4U �d Z4d I gQ I�.�i __� I3 KITCHEN 12 KITCHEN I I MULTI - PURPOSE IO MULTI - PURPOSE SCALE:3 /8 = I - 0 SCALE 3/8 = I ]-oil P2OVIpE (5) owurE�z SCALE= 3/8 = I -0 SCALE: 3/8 = 1' -0 PT r. PLYNrI SHELVES PORT P �M �PPEl T WNSEND c4zl, TYPICCGL COMMUNITY I - - -- - -- -- f - - - - -- -= - 9 - - - -- -- -- -- - ='� - 9 CENTER ;r - j - - -- - - -- Prp Z JF_ Hoop k 14 = 14 �4 r+G -E 5 r C;. ?(J''-i iLI' rFOIG - � 15 I - =V -v -- - -- °L >N'1 ° c o c r —_ —_—I i p C --- C/>L3g CVJl -ITF12 Nl IlHTF % WI� ALr- c W1 / 1 W /ELITE r L- ;Y,1r,E _, i -- - -- - -_ 0 �O�G H, rII- II�h -I, ALL i I I: LOv`/Er CJFi'4i XfZF-sssd LAPyINET _ - - - -- - - - - - -' 1zll I H6hTL` Fz 211 1� 11 �r° IZ II III v U a ��I ro Z4 {—� moo" Z41' II, oII 04IC4 17 HEAD START OFFICE I� HEAD START OFFICE KITCHEN 14 KITCHEN SCALE: 3/8" = I1- 0" SCALE: 3/8" = I -0 SCALE: 3/8 = I - 0 SCALE- 3/8 = I I - 0 PI L/�STE R 6EY0 E t ng plans ara approved except any errora or i u pan ton if? co /ormence with 819 AppltesW a codes and I 9gulol EQ I'llin Peln�lt No: Building Oi iciai ZI ww� cue NET I-I FJ�TE R CITY OF PORT OWNSEND f I �i � C�Ec -EBBED r INTERIOR lam'_ ELEVATIONS Ig TEEN DROP- IN AREA Ig TEEN DROP - IN AREA A.II SCALE: 31Y'= I - 0 SCALE: 3/8" = 1'- 0 CONST. DOCUMENTS AUGUST 29,1989 6ENGFI s e tl m A OCORRIDOR 108 & FOYER 100 SCALE, 3/8" = I' -0" F, LZX r-�'�7 eq , `rV 1-4�IZ--� Ft7 �I I�L, ",H a1NI`'"j) CORRIDOR 108 & FOYER O 2 SCALE 3 /8" = I' -O" �J SENIOR OFFICE 102 U SCALE: 3/8° = I' -0° 13 STAIR FOYER 001 SCALE= 3/8" = I' -0" EE11EL] M cc-vh1-ree 4 c�e� —�, UHF- OF SOFFIT G•EYUHJ� F"M F I I°I I =% -j PTb, IX �- hIF/�PPEp 4x4 OPEN O 0 COLOMH -- II J dv I NEE 6 SPr�c.E / N _fill OSENIOR OFFICE 102 SCALE: 3/8" = I'- 0" 0 f` 12 GYM ACCESS SCALE: 3/8 "= 1' -0" 0 fr SCALE: 3/8 " =1 -V SENIOR OFFICE SCALE= 3/8 " =1' -0 0 IT aoFFlr d6UVE LCX.KER5 — 2EGES °,ED G"5 �oFFIT T` /P� I JSENIOR DROP -1N 101 rSCALE: 3/8" = 1'-0" n n G2l.ofr_ t°TD Clwlc'" ACTIVITY ROOM 107 SCALE 3/8" = I' -0" s 0 pn;,, I X hIv-GPFGD 4 A4 - OOLUMH �pF-r� e�evvri�� �- Ec.G�ivra GC�I' I-4 T E W. I I p JSENIOR DROP -1N 101 rSCALE: 3/8" = 1'-0" n n G2l.ofr_ t°TD Clwlc'" ACTIVITY ROOM 107 SCALE 3/8" = I' -0" s 0 oPF- p h=C-GZ P71Dt-h ZZ Cou Imo{ T L 17 PLnM GIHi�rt 5'_CU ZI -011 JSENIOR DROP -1N 101 rSCALE: 3/8" = 1'-0" n n G2l.ofr_ t°TD Clwlc'" ACTIVITY ROOM 107 SCALE 3/8" = I' -0" s FOYER 100 SCALE: 3/8" =1' -0 AR SCALE: 3/8" =1' -0 vE�IFr rt�M r�r+lhi -+ CORRIDOR III SCALE: 3/8" = I'- 0" X 9 =NGH 5' The Miller/ Hull Partnerft:- Architectureand Pl2nning Ro=220 Maritirr a Building ' ," 911 Western Avenue Seattle, Washington 98104 Telephone_ 206.682.6837 STRUCTUAAL _ -� _ .y I H.K. KIM ENGINEERS 612 Bellevue Way kE ; Suite x202 Bellevue, WA 98004 (206)454 -9426 -j MECHANICAL D.W. THOMSON 1932 First Avenue Suite x211_,- j Seattle, WA 98101 ?. #, (206)443 - 3444': -s. , ELECTRICAL ATKINSON ASSOCIATES _=�x I 754Gartield =` Seattle, WA 98109 I (206)283- 2852�f CIVIL ROSEWATER ENGINEER], 1932 First Avenue Suite x711 Seattle, WA, 98101 _x ± (206). REOSTtRED ` 10 T rtx�. M W STAOMG 5 11( taF 1rASiNNGTom PORT TOWNSEND�. COMMUNITY CENTER ky b no are approved excepting omissions. All work must on In conformance with all es and regulations, PPRGVFI) 1 i J w ti• N .'6 n NOTICE fill any errors o pass Inspect applicable ci Dale: Permit No. _ ay:. TOWNSEND INTERIOR ELEVATIONS A.12 CONST. DOCUME•<NTS_ .._ AUGUST 29,1989 `. 9 FOYER 100 SCALE: 3/8" =1' -0 AR SCALE: 3/8" =1' -0 vE�IFr rt�M r�r+lhi -+ CORRIDOR III SCALE: 3/8" = I'- 0" X 9 =NGH 5' The Miller/ Hull Partnerft:- Architectureand Pl2nning Ro=220 Maritirr a Building ' ," 911 Western Avenue Seattle, Washington 98104 Telephone_ 206.682.6837 STRUCTUAAL _ -� _ .y I H.K. KIM ENGINEERS 612 Bellevue Way kE ; Suite x202 Bellevue, WA 98004 (206)454 -9426 -j MECHANICAL D.W. THOMSON 1932 First Avenue Suite x211_,- j Seattle, WA 98101 ?. #, (206)443 - 3444': -s. , ELECTRICAL ATKINSON ASSOCIATES _=�x I 754Gartield =` Seattle, WA 98109 I (206)283- 2852�f CIVIL ROSEWATER ENGINEER], 1932 First Avenue Suite x711 Seattle, WA, 98101 _x ± (206). REOSTtRED ` 10 T rtx�. M W STAOMG 5 11( taF 1rASiNNGTom PORT TOWNSEND�. COMMUNITY CENTER ky b no are approved excepting omissions. All work must on In conformance with all es and regulations, PPRGVFI) 1 i J w ti• N .'6 n NOTICE fill any errors o pass Inspect applicable ci Dale: Permit No. _ ay:. TOWNSEND INTERIOR ELEVATIONS A.12 CONST. DOCUME•<NTS_ .._ AUGUST 29,1989 `. m LI V M a - _ LOWER LEVEL PLAN SCALE: 1 /8 " = I' — Oa MAIN LEVEL PLAN SCALE: 1 /8°.= I' -0" The Miller/ Hull Partnership;,,- Architectureanditrtnmg�''' "� Room 220 MaritimeBuildin" 911 Western Avenue , Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS . . ? j 612 Bellevue Way NE Suite 9202 , ,r Bellevue, WA 9800 (206)454 -9426 k5- MECHANICAL D.W.THOMSON 1932 First Avenue. Suite *211 Seattle, WA 98101, (206)443 -3444 ``ta ELECTRICAL ATKINSON ASSOCIATES x:* 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ; ROSEWATER ENGINEERi1 1932 First Avenue. °'.� , Suite *711 Seattle, WA 98101,-;..;;: (206) t X y� AEGISTESC6� 0i GtITE 1 GWA ' 6 '1UI�bYAF1 n j(gQN'c' .�:'�• STATE OF WASNlNG"''k +w :14 s' PORT TOWNSEND COMMUNITY CENTER approved excepting nl Ions A11 work must 1 conformance with all 9 nd ragutetron& ! "j TO NSEND ° REFLECTED CEILING PLAN A.13 CONST. DOCUMEi477', _ a AUGUST29., 1989, A es v a s I 9 N nr11 h ITEM WI7 612-NCwH TREE PLANTER /f3ENCH SCALE= 3/4"= I' -0" TREE PLANTER /BENCH SCALE. 3/4! I-on V I � I /1-u IC CANE BOLT SECTION SCALE: 311 =1' -0" 0 e SEE DET/s I L AI � 0011,1 FD F iYF i I I. cv h��T1zcJC.°r I OI-f SCALE 3/411 = 11- 011 II_ �exa ��,�Mlr -ICS C !oI'oC.�PiWD� �15D 41 o0 D %1 TREE PLANTER/BENCH SECTION q x Poc;;7 veil G� t.Yl �arlE I�OI -T VIIO° x 1 %4" bT'r -v4P PER- C�iS.T� HO'TE,; MOUHT 13,01-74 HIH(5E 10 Iti"PIDE 42UPP&CE OF EV&TE -- r CANE BOLT ELEVA SCALE: 3" = 1'- 0 ° 2x L-P GEDi_ TYP MITT ZAcc c:.E.L l=�ME G/>HF- mac; gT4%>7 P I- SCALE 311 = I1 - Ol' �y u zu STRAP HINGE SECTION SCALE: 311 =11 -011 cx&I a C-nc CL�S'L7 CzF-/ >P DFL�I HCO, E5,�--E w - v � ✓Ga' E. —1 X (D 7r-11-11 PT `SEE I7/ ET/11L- FEQTUIZ-E zip — ClJr-IG, PFdYIN L� RETAINING WALL /BENCH SECTION �_4 L I `2X4 Pr\ D� uo �d Y): =ELLl7 NvT slluwl -r Fob GI..c�ITy E 8xB wD R�.'t r 4 x 4 WD PO--;T"2 �o I a� -ti i - I XCo TRIM F-- MET TIE °iT P�- PtP (— GvIyC PLINTH CDI - iii I EL-2. STAIR ELEVATION I'�zx '/z hT, TJfbE�� W /FI -6�7 hE,1D C&P Sc�EV�1s G� I� I' cx tYP, wlr E F�S�CraC. 13 STRAP HINGE SCALE: 311 =II -011 GLFJ -Iz GEDLiI= 4 x4 Polto;T 18 C C�6Ly. "?AP, M4TGH ExFtU7ED HT. Tv 6,LCYr-- Pvr�T P��.GI�Et GU HG, FCx�T I NC9 —� #4 TIES SLOPE SWPE q IzIt _I 18 I LI VVL VN I L 1 SCALE: 1 1/2" = 11 -011 SCALE: 3" = I 1— 011 gllV,-," � V,-," 4 141 =IIII a VZ" COHL JDINr =IIII= Jill —_ _ �EFE Z TO �7EUGTC) �i Foe Co ETE ' IIII= CONCRETE WALL SCALE 3/411 = 1,-0 11 4x4 or, a xe� GE. pA - t�T, SEE �T�uc,, ry EPL9Z t;�r-1E MCT �Tr�P, P1D L V c vl°i(,, PLINTH EDcr�E, '�GII 5EE °.T'LI�G, PI.J� �f- IGHUF / >C�� ry Gc?rIG, 12 TYPICAL ME1 SCALE: 311 = 1e -011 GALV, FP�MI H� G 1-.I P`✓ PRE-F4�R;, eKIZ C PIE1= P.�LDCK�a L I NTEcoe,aL Pv� p I/4 II T � , I1 Zyzul 1-7 1 LIVVL I VJ I SCALE: 1 1/2 " =11 -011 SCALE- 1 /211 =11 -0° kip N�HC1 -c ?IL ,I� (dl WG I-!/1P- IGI�✓�IL �� STAIR PLAN 'fYPIGr>I_. r�IL. crcvr- +5'r��c.'rlot -I Y # b . v ✓SOD TD 6E ell oc 1^ 9TH �Ilz rlor -l�> P�11.IT�D Gay 3ellevue, WA 98004,- �PEGIFI GP A es v a s I 9 N nr11 h ITEM WI7 612-NCwH TREE PLANTER /f3ENCH SCALE= 3/4"= I' -0" TREE PLANTER /BENCH SCALE. 3/4! I-on V I � I /1-u IC CANE BOLT SECTION SCALE: 311 =1' -0" 0 e SEE DET/s I L AI � 0011,1 FD F iYF i I I. cv h��T1zcJC.°r I OI-f SCALE 3/411 = 11- 011 II_ �exa ��,�Mlr -ICS C !oI'oC.�PiWD� �15D 41 o0 D %1 TREE PLANTER/BENCH SECTION q x Poc;;7 veil G� t.Yl �arlE I�OI -T VIIO° x 1 %4" bT'r -v4P PER- C�iS.T� HO'TE,; MOUHT 13,01-74 HIH(5E 10 Iti"PIDE 42UPP&CE OF EV&TE -- r CANE BOLT ELEVA SCALE: 3" = 1'- 0 ° 2x L-P GEDi_ TYP MITT ZAcc c:.E.L l=�ME G/>HF- mac; gT4%>7 P I- SCALE 311 = I1 - Ol' �y u zu STRAP HINGE SECTION SCALE: 311 =11 -011 cx&I a C-nc CL�S'L7 CzF-/ >P DFL�I HCO, E5,�--E w - v � ✓Ga' E. —1 X (D 7r-11-11 PT `SEE I7/ ET/11L- FEQTUIZ-E zip — ClJr-IG, PFdYIN L� RETAINING WALL /BENCH SECTION �_4 L I `2X4 Pr\ D� uo �d Y): =ELLl7 NvT slluwl -r Fob GI..c�ITy E 8xB wD R�.'t r 4 x 4 WD PO--;T"2 �o I a� -ti i - I XCo TRIM F-- MET TIE °iT P�- PtP (— GvIyC PLINTH CDI - iii I EL-2. STAIR ELEVATION I'�zx '/z hT, TJfbE�� W /FI -6�7 hE,1D C&P Sc�EV�1s G� I� I' cx tYP, wlr E F�S�CraC. 13 STRAP HINGE SCALE: 311 =II -011 GLFJ -Iz GEDLiI= 4 x4 Polto;T 18 C C�6Ly. "?AP, M4TGH ExFtU7ED HT. Tv 6,LCYr-- Pvr�T P��.GI�Et GU HG, FCx�T I NC9 —� #4 TIES SLOPE SWPE q IzIt _I 18 I LI VVL VN I L 1 SCALE: 1 1/2" = 11 -011 SCALE: 3" = I 1— 011 gllV,-," � V,-," 4 141 =IIII a VZ" COHL JDINr =IIII= Jill —_ _ �EFE Z TO �7EUGTC) �i Foe Co ETE ' IIII= CONCRETE WALL SCALE 3/411 = 1,-0 11 4x4 or, a xe� GE. pA - t�T, SEE �T�uc,, ry EPL9Z t;�r-1E MCT �Tr�P, P1D L V c vl°i(,, PLINTH EDcr�E, '�GII 5EE °.T'LI�G, PI.J� �f- IGHUF / >C�� ry Gc?rIG, 12 TYPICAL ME1 SCALE: 311 = 1e -011 GALV, FP�MI H� G 1-.I P`✓ PRE-F4�R;, eKIZ C PIE1= P.�LDCK�a L I NTEcoe,aL Pv� p I/4 II T � , I1 Zyzul 1-7 1 LIVVL I VJ I SCALE: 1 1/2 " =11 -011 SCALE- 1 /211 =11 -0° kip N�HC1 -c ?IL ,I� (dl WG I-!/1P- IGI�✓�IL �� STAIR PLAN 'fYPIGr>I_. r�IL. crcvr- +5'r��c.'rlot -I tiloTE� WooD RAIL g I)/�I -l.. E7<P�EP W4,0 WELbED' N/IILE r4- CPRKC- v ✓SOD TD 6E ell oc 1^ 9TH �Ilz rlor -l�> P�11.IT�D Gay 3ellevue, WA 98004,- �PEGIFI GP t !ET TIE Hr --TisL 10 LXz- WEEP 1� L°!P 1ECHANICAL Iwo SHOP - - Zx2 LE �n G- '�'/�G E �� I z l l ca✓ 932 First Avenue` Ir-7PIMEV w/ iuite *211 ieattle, WA 98101 206)443 -3444' I FII,41hHF-D W/ Zx2 wire F�Er =1G Fhl-,IME 1ECTRICAL JKINSON ASSOCIATES ' 754 Garfleld ti MET H6rI P P&1 L 5r/-<-K-ET� PTD ieattle, WA 98109. 206)283 -2852 /�IyP CSI_ -01� I ve Il �1D ppl L i PTr, (�EYOFHI7) bii w4, r� %� 1 N -I- J F/�13f =IG ZIICz � I �TC� dT1QTG! -I TO Zx I GED />rz i i i �H�! oI ME7 JfP -1(�7 i i i i i IZ11 G/,- pr<IACOE W/ IN 4K4 YJp �T - �' /y „ Ico'-DII - (ka7 ¢ tGI' SCALE: 1/211 = 11 -011 a II II Zxly GEQ/D� Fs��E EDGE MET 0- rf4�P, err, + 14 tors Cs4,,L.v + ZxCO GEG���E6�E EP&F- c, w _ TA I1 /z + t0 p E , %z b Iloz I��M MET, eFF, .r-ET" PTP t } 4,aq GER�P f'c��T + II l RAIL ELEVATION �Q E� SCALE 311 = I' - 0 " �1t�IMED zx4 GL(z, GED/�1= L- / >NI:PIMcv T1 =Er�.D, TYF °�Tdll -IED Ix SM�TI -I GI -EQ.� 'FI7Er2- 7YP I6 5 IAIK I NtAU/ L SCALE: 1 1/2" = I' -a' Ec,2 15 �G 51MI - e ` -T I s The Miller/ Ruil Partnership, Architecture and Planning ' Room220 Maritime Building #' 911 Western Avenue Seattle, Washington ; 98104 Telephone 206.682.6837 iTRUCTURAL I.K. KIM ENGINEERS'; i12 Bellevue Way COMMUNITY Wite x'202 F- -MET sr�P, PrD 3ellevue, WA 98004,- .1.? 206)454 -9426 :f. t, x ZKC, GECw6= raP IL�Eo�E EDP 1ECHANICAL ).W. THOMSON - - Zx2 LE �n G- '�'/�G E �� I z l l ca✓ 932 First Avenue` iuite *211 ieattle, WA 98101 206)443 -3444' -' Zx2 wire F�Er =1G Fhl-,IME 1ECTRICAL JKINSON ASSOCIATES ' 754 Garfleld ti MET H6rI P P&1 L 5r/-<-K-ET� PTD ieattle, WA 98109. 206)283 -2852 I ve Il �1D ppl L i PTr, (�EYOFHI7) AVIL tOSEWATER ENG1NMR . , N" A hands .� 1932 First- Avenue,�_.r,:- iuite *711 ieattle, WA 98101_ 206) in RA E GISTEOiELI - H1 NORMAN N. STRONG 11\ STAR or MIASNING'01 11 7 y PORT k TOWNSEND COMMUNITY F- -MET sr�P, PrD CENTER ZKC, GECw6= raP IL�Eo�E EDP ` - - Zx2 LE �n G- '�'/�G E �� I z l l ca✓ Z,xin GI�Di�F It�+T, �/�ILyEoSEEDC.E - -' Zx2 wire F�Er =1G Fhl-,IME t ", MET H6rI P P&1 L 5r/-<-K-ET� PTD I ve Il �1D ppl L i PTr, (�EYOFHI7) w4, J F/�13f =IG ZIICz � �TC� dT1QTG! -I TO Zx I GED />rz F�h`lE ALL ',DIDE� ZXZGEP/i,P WIPE 1ri�,r,,PIC- nP4-HE —P-,K4 C Ep�r- E507r0t -1 P- 4>0=C& "I are approved exceptln® All must 14 X 4 G EGp> P ��r co H -I, �E � o 1 omisslons work on in conformance with all F21,4 x 7'1�-I H PrD aid and regulattonw , �P V r —!x 14 Tr-I�, Pa LDPt ®ffi Permit Na: Z!p ing kciall Bui 3X(?� PT ��pMlh -I(o 2x4 CLFJsI- CITY OF R RTTOWNSEND LAN ING STe�lrz EXTERIOR STAIR 8c GATE.;-` Mov7 slzE� v,4�4- I sly -) E PLAN S, ELEV' ENLARGEMENTS,_ EXTERIOR DETAILS RAIL SECTION A.14 CONST. DOCUMENTS`'�, AUGUST 29,1989_ , ,.!` HOTE: -CBE IGEr/>II -� co � 7 5EE pr_-rj 1 //� FOP �I�L- 0FF_lz�F.3�1- F ^ _ OPEF =/�P L-E /6 '�IUIHC� IX L,II -IEP A'ZO i'vfr- t4SE E;;ID p WPW F�iNM IkU E I -IEI✓ I/.1/�IeL. Lc?I'I T�fJG1°It7f*t /F Ir(C© P P SItJ� I�IGW Fig %�F'IE 3�.E GT r�i�W �F✓a`�E .o ,. DET qw /a16 PIE 7, 3�/o15 cox v-I PZiz P° /SIL Lx PL/�TE FIxEP FF+�ME FIXED I°FzhME a k�ELOWG � /E3 CYIPj I //� 15 H) PTD PIM FIXC_D ,MME. The Miller/ Hull Partnenip,='' SEE ,� �HIH a� e�[?'D T,IE� „ PLJ� "HIHco � ArchitectureandPlanning _ E--- 3/q t�UaeT• P-ouH P � I X3 - �iq x 3 -r�IH _ / F— W v{ ' :.I L.L Room220 Maritime Building LOWEfy L.E:vEL. - - -- �� TGIM —� �I -iIM /� k rc�?ID ��' 1 x4 -rF-I M, PTD �- I x 4 ThI M rT� SHIM 9fiWestemAvenue Fri wl I IWCo zX ICS �\ / / ' p ix 3Tr 1M N - o t%� 1= }P,�6 rC n�� G EQ'G� F 1 X4 Tr-I M P-FP Seattle,Washington 5 < 98104 61fan cowl! l ; +�zl' PL�wp - la I- I�IE� �— WCa�J FI ,�I­IL PLvWD D.r, cz,, /i�I� zxla Telephone �`- IJ II 206.882.6837 ; /III Pt-vWP \ Ixe1 FU2(zINCo zx(oFMlh1� t�IXEC� f'F�t 1E �l-ah IIHcs I /GI' PLvI�J(D �X 4 FUt�- iNC� i j Hci t r�0 3/q° MPO exT, r,6,1 (aW6 —� Z F� -I`i i' HOTF- /4 MIDD EXr I% -Iq IH,2u .., HViEI b/4 HBO EXl° TRIM DET/aIL ifzlM GFT Zb H7TE ; 7/4 MDR EXT. - - - T�+M ,DET, I b /ol Fi ,DET, 4b 4a 4 WDW SILL at EXISTING CONDITIONS 4b /a15 WDW JAMB O WDW HEAD OO WDW SILL ' SCALE 3I =If -Oa 3 b 3 a 3 SCALE :3" = 1- 0'' 2 b 2 a 2 SCALE :S = 1 �- 0° I b l a I SCALE 3= 1- 0 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Su to *202 Mme, /411 Lr_vL \ sE� err =vim, Fir ���M Bellevue, WA 98004 { MDO ExT TI=IM 4L; � I­,c� SEE /1 x4 r= u���ry� (206)454 -9426 I7Er Cob //�Ivj -' GAGE �r vc Fol= �Ttu�G, FOB �EI�} -IIG TIG:I Vy l G<? PLY'v'IL; . �r IED col �� Es ME HANICA i FIXEp b>✓(ihl� -_ �i�o ' /IIaIMGo ' FIxEl7 WDW = ap I L L� x r U�=� l rtc� �T - % I x.4 Ti I M PTA 1932 First Avenue ICl IH vL, � ��� �;�c Suite *2t t Ux// EXI`; I` CIOMD,>s� I Il i 7(� <�EaL , _ x cc h I� — / �H I W 4 . r✓ � G Seattle, WA 98101 P�PI�v` gill`-? /s�� 2F -CI �DFFI'� F1= /�MlhiCo I 4206)443 -3444 ELECTRICAL MvTG; 5� hEi7>I/4° ATKINSONASSOCIATES PG��� r_� QL)4K7, Fcvl�D / E--- f^ Ixrp wD w 754 Garfield +� Seattle, WA 98109 Wt�1rJ � /�hiE 1=vlz ��E �/4 x'� TI=1M t--LOTE I '�/4 r-P0 FXr -TC:IM x Try+ PTD (206)283 -2852 DET % 1r7>, FlkEID Fr/,ME sT'*UGTI art _E[�IL � WDW HEAD/SILL /JAMB sim. WDW MUNTIN WDW HEAD a SILL WDW JAMB 5b 5a 5 WDW HEAD /JAMB SIM. at EXISTING CONDITIONS CIVIL ENGINEER,Nb,, F o J SCALE: 3�� = I� -Oil 8 � 7 „ _ „ 6b 6a 6 SCALE: I -0 SCALE 3 - 11-011 1932 First Avenue SCALE: 3= 1 0 SCALE 3 10 Suite x'711 A ,.. : 5/C31+ wJ(� 6 /v +' �ID11 Io zx4 For-r, C/wrry CxI�T F L=IGt� HGT Seattle, WA 98t01- IX TrIM 50LIG UTlXiK r / IX4 FU I �l tco Exi, PLyWD r-- lu I+- �•.�aE / / (206) ., �HIH POr FaM vet r- LyI /4rP/� = / Y, 10 . 3 f�10'L �h 71D� I,.ITE• j � / n _ � Fl�i�l- iiM(o� P�D � �F.✓� ,. -vEE -xa- 1EPVLE1� L � Ix3 T7:-Iti1 E —Ix4 Tr= 1M�i%TG /III C�WP I / � � Ix4TI =IM Pity FOP �T alM s 3 = N I = REGISTER D- N �TrUCTur -�L A HI ECT 1 I/ II - `LIB - �TULK- Wp Z EXT. < w r 5vl-ID 5T —� 7 NORMAN h STNO pLYWP ' Z M Z /5 '� — FF 1I�lE 7H M L S"Tt, a ��ss++a r.. of h/ c— P7� G 'SHIM �k- a?S SIP 5 II LE��CJ� �� -'I� �� h/y�ll SIG% h-IC� u u u 1 � - III �/t3 3 / a In � I �0 u III COST�C,Gi10M Yg 7 V4 N� Ix4'I�IM P'rC Cv�lle� w /'7T�vc, °- G�-IG- P�1L[,I"i IX4'rP -Ii_1) PTD IXTF-IM�F'?D DOOR / SIDE LITE JAMB DOOR HEAD /JAMB 10 R H A / AMB SIM. at . EXI CONDITIONS SCALE: 3 = I -0 SCALE: 3 = 1 - 0 SCALE: 3 =1 -0 I 7 ' /LI'I I PORT E'` EXIST p�rlc� d HGT 't> vWf� w TOWNSEND 5/ �IDIH(o r-I ( F«7Tf II'1�UI�, GI -azlh� /Ji h I'-- / �JIDIP -ICs -, V-11 ExT, PLYWD 1 /y +' F�vWDf / ' ch IEDUL SEE �TPUG / — I /z11 EXT, PU/ D �E E 7TH Fvh jjc(o F�/�hil! -iCa x4 FU74IHc �IIDGL 1T ✓ F ip vL Ex T, PL /yJD F�) r e� e/�IM I �L�I- �.,asop � COMMUNITY E� SEF_ �vT�vG1JO��. / "'�IDIHCo IxT�IM �' > T �.lu_ �F11M /�� ��A L/> ,, CENTER F -Ix4 Tr-IM Fvl� �Efi L > L eE�'P go y.% 4 f 1 x4 TPIM X4 TPIF -'1, PTC > Ix3 Trl M KL/>HIFtCo� SOU Gaud C9Y�P� O/ I 1= 1�'�HIMC�, 1=(iD � (�i lal�� IfEGI -4 I I MET L..OUVEr- i E J /i' Ey,T L.YW E-G L)HI'T ` 5LX rzGF_rar-1� r-IJTE; E•k ( I ha `�G�Ei:M SEG- �� T��Ht;,oM HF-Ap �HII'I 601P r_EC�'D GL.dZtHLV ati v/�I I/�U`L/ , D11✓1AwL Ct�ai °j I`� / I o I 1 ry, �v �+G HEP01,_eQ I I MEGH, tJHIT- 14 LOUVER HEAD- JAMB /SILL SIM. 4 ���IE� -,EE 1�1EGH, I 13 SIDELITE SILL SCALE :3 = 1 -0 I I SCALE= 3= 1 -0 = L / EX ITT, GK I-ICT I \v I lane are approved All excepting I XI F()��I r-- 4 I Rx�'L /w �HGP, Z POOIr 4� Cz'V-1 ir8 or omissions. All work with l / I ` anY ®ins loo In conformance with all 1 1 �eg and reguladona= UGY EX7 PLYIWG I� P 7-1 FL�S+I, f=OD `:�I- V >7I- IIHC���OD �Iifrl t_7 D /�LVNI 1N�r< OLD G. WEP. GL F/3� /11IUDIZ riPP L Ix4 i�IM + _ $ h�ra��aF+T Er Ih+ h,�/L✓�h+T II Zx IU alp /yI 11NCo +� I I �E1 IN 7EbV�H g - fre Kilo: $wilding Official ITY OF FORT TOWNSEND f'IET L tiEE �-Wl FrsYT IN�uL, Gi /III r IDl-ICn o pip 117 5EE �TaJC_ �P+�h tE fit, IF6 /�Ih - %zl' Fir PL YWD // 1�2u FAT PLyWQ 6fe „ FIXED hlpy.l 7-x4 �Uk:.F- Ih-IC� 601r4e;; Ix4 Furl- =IFj(� o x NCo dtr i; rCLt: F0 ,. = v U L (o F�3M1 r11gx3TeIM WINDOW .rjI -�L, -Z- clvlL vl. & DOOR DETAILS 18a 18 WDW HEAD at EXIST. CONDITIONS 17 LOUVER HEAD B SILL /JAMB SIM. at EXISTING CONDITIONS THRESHOLD TRANSOM A.15 SCALE: 3 = I -0 SCALE= 3 = I -0 SCALE: 3 = I - 0 , SCALE: 3 = 1'-0 CONST. DOCUMENTS.. AUGUST 29,1969 �Co Cn4 Ce%LY irt/ST�F< tX�M o- CUNT, PL/V­.oH— PL.�tE- �Z u PT, 4 x l,/P C/>NT 5 vvr-%I LI \ v, I.1 SCALE: 311 = 11 -0° N STI =JGT tUIzE FL�GE � OF 51blNl� P5 H/N IN G IE F_ I /I(o °k Ii1 FL115Toc� 20 C*4'. Co%L, e 4' oC 311�D�a ?1}C- "LV MET, ER SCALE- Y = 1'- 0 " SLOPE —51DIt -ICs CONT, CAPINCo CONI?, 4x4 z(ocoa GAL-V, - co CDMT LoAhV Q 13�TGH rz apHi+- tcaLP:w F"IiPH 01/m POOP It,L%C- TO _ - Exi`�'T`, K'ODi% SHE/.aTICo fEUI:: E/', SIDE �LV�E ToP or- 3/'I cu Q- e:;;? I/e, I I �o=220MaritimeSuilding 9 1 \V VI , Y1nV1� I 1 SCALE: 3 11 -011 14 ' V u l SCALE: ExISTira(o I}A.I/>.LL. PT Gvi -I'r M�I�..i=T� GAG / }� �I�II -ICo - �CI�J. CoNIG�E�1"f= 16 DV I I VIVI UI SCALE: 311 = 11 -011 9 COAL -\/, v1 \ I IL hYv SCALE: 3 1'- 0" PrSTL+ t rc) MaTGH EXI,t, GOHP X001= S�+INroLEka Zco coo (�,/aLV, GDI.1T, FL/��H �:ur= Vr�or -_ice raL/��H, IZII x2� I' /z II III �a III Z4 C,4 CAL I -iE4D gEE bET}oll- 4 /vl� NIEhI I IyFILL �ooF —� ROOF CURB ROOF TRANSITION SCALE: 3 11 -011 I'1 EQvI? MoUMTS oN 15aLarloH P���, Lialo Scz E W TO COP-E5 W /NEoPKEI iE W4'7Hr K � M/>STIG 1 -Z4 C G/aLV, u=H ✓N 3/911 EXT Pu/t,IG � Zra �� �aW cou H T Ee Fl/�5t1 , Fv�T; 14b ll � 3 Z x17- FTC WOUD 1­1/L I tr�� ILL E;UI_ `fJ EXTE_1 -117 -0 TO F7 OF CL) 2r � COHT, PT, 4x "tH-T 13 uur�a SCALE= 311 = 11 -011 15 TRELLIS FLASHING SCALE 3'1 =1'-0" —2x4 —= oIDII`iIM(� —Ixz �PiLCf~� �rLI�IVEi �x8 pop 20 Dv I I UIVI v SCALE. 3'I = II -011 SCALE: 3" = 1' -0" 12 ROOF VENT SCALE= 3e =1' -( 2 ex4 Pr>�/�t'ET t�lzac,lt•+c� 13EVON+D W/ ICU K- P� °SIDE w�LLS �kT�Nr3 �urG L"�Owri i0 �GUPI °ER DF-TaILA /3 EUI: a�LoPE To °xVPf E(z- SCUPPER SECTION SCALE: 3/4e = 1' -0e t3U� UI -IDEIz FI- ,�srl, E.xISTIi`IC� GYI� F-00 P FLt��H f�Eh -+T y' -: Ifb VCI t T PIFk`- '�ECn MECr -t, y I9 mmur- Orlu SCALE: 311 = I' -0" TYPIG P;L11_�- E FLT %1H It .4 x4 P t, HT TYPILl_�, L zx4 PaLOG�It -{L� 3 ?BUG, 7/ CAHD, 04 Cos (p�1Lw r�c�rl 0 SPLASH IAN SCALE: 1 1/211 =I' -011 N I BASE FLASHING SCALE: 311 = I' -011 L MET LJPII -- Lo C.AtJMTEt= F�...r >� TO TJY 0 PL ✓hIG ZX TP%I t'i �:OHT, L II IwY� i., M r�M G r2 /e' EX T, M GO al -c�' oc =CUTS- Jc � x Ti✓1>✓I IN� N �y. PVC i' I >•i i� Q y 1, _ - 11Hr- i EQ 3/'I �o=220MaritimeSuilding r� —IU 3 > Seattle, Washington I. �r Telephone s` 206:682.6837 y 1111= 11,1= _I�ll�iill =1111_ 11;i_ 20 Dv I I UIVI v SCALE. 3'I = II -011 SCALE: 3" = 1' -0" 12 ROOF VENT SCALE= 3e =1' -( 2 ex4 Pr>�/�t'ET t�lzac,lt•+c� 13EVON+D W/ ICU K- P� °SIDE w�LLS �kT�Nr3 �urG L"�Owri i0 �GUPI °ER DF-TaILA /3 EUI: a�LoPE To °xVPf E(z- SCUPPER SECTION SCALE: 3/4e = 1' -0e t3U� UI -IDEIz FI- ,�srl, E.xISTIi`IC� GYI� F-00 P FLt��H f�Eh -+T y' -: Ifb VCI t T PIFk`- '�ECn MECr -t, y I9 mmur- Orlu SCALE: 311 = I' -0" TYPIG P;L11_�- E FLT %1H It .4 x4 P t, HT TYPILl_�, L zx4 PaLOG�It -{L� 3 ?BUG, 7/ CAHD, 04 Cos (p�1Lw r�c�rl 0 SPLASH IAN SCALE: 1 1/211 =I' -011 N I BASE FLASHING SCALE: 311 = I' -011 L MET LJPII -- Lo C.AtJMTEt= F�...r >� TO TJY 0 PL ✓hIG ZX TP%I t'i �:OHT, L II IwY� i., M r�M G r2 /e' EX T, M GO al -c�' oc =CUTS- Jc � x Ti✓1>✓I IN� @CORNICE ELEVATION SCALE 3° = I' -0" J � W r4 � W � t1 W_ JN L� at d) I J\iVl I L_I \ 1 LF-rl V SCALE: 3/4'= 11 -011 Z4 colwrucTV�.- HF410 S1eE C.OHT, FLasI-I,- GALV I II-S rzr�EEr, 2q cow �a Lv - �'' cp rJS. sE.e DEV I L /S /4 U10 CONDUCTOR HEAD SCALE: 311 = 11 -011 4' -oil (vE� -IFv W/ I�,vl�✓sF1� 13 ��Ir�t I I I I I I I I I - I I I/ P501E _ I / , i I I I I i I I I I 1-7 I V I L\., 1 1. L/\.J V I L I \1\1 SCALE 3/4'1 = I' -0'1 Cr- IC.K —aT`� L'/y SI©F_ F4:-C:E. of P.�Lpv P.�ELOW GOI'i PUGTO � rIGr�P GPI -oi�- 5EE PE I IL I X Z WE FLOyJ LIME of t�TE� r��N� �e�ivNl7 SEE I"✓ET/�II� � /4Vo I�cbF HC-; aE I.orj Zq C Coil LV gEE, t7ET/aiL Gc�PINC° �UL'�oUNP SIM DETi�I "Ico roe of P/>�PET� -ZX4 F =/>I 111^ICa (a l' GL E� `JICJE MEGH t7uLT - SEE I`ilrLH �(�I'- 17tX."r GDH :UC-f' U H r 4yowl pass Insp zx4 P�Iri[prpncew r<EVjwI a t �ELH �uC T MI V ff. I Fy DL-T Perm �I�E w /HEU -t er N �y. V = y 1, _ - 11Hr- i EQ 3/'I �o=220MaritimeSuilding r� —IU 3 > Seattle, Washington I. 198104; @CORNICE ELEVATION SCALE 3° = I' -0" J � W r4 � W � t1 W_ JN L� at d) I J\iVl I L_I \ 1 LF-rl V SCALE: 3/4'= 11 -011 Z4 colwrucTV�.- HF410 S1eE C.OHT, FLasI-I,- GALV I II-S rzr�EEr, 2q cow �a Lv - �'' cp rJS. sE.e DEV I L /S /4 U10 CONDUCTOR HEAD SCALE: 311 = 11 -011 4' -oil (vE� -IFv W/ I�,vl�✓sF1� 13 ��Ir�t I I I I I I I I I - I I I/ P501E _ I / , i I I I I i I I I I 1-7 I V I L\., 1 1. L/\.J V I L I \1\1 SCALE 3/4'1 = I' -0'1 Cr- IC.K —aT`� L'/y SI©F_ F4:-C:E. of P.�Lpv P.�ELOW GOI'i PUGTO � rIGr�P GPI -oi�- 5EE PE I IL I X Z WE FLOyJ LIME of t�TE� r��N� �e�ivNl7 SEE I"✓ET/�II� � /4Vo I�cbF HC-; aE I.orj Zq C Coil LV gEE, t7ET/aiL Gc�PINC° �UL'�oUNP SIM DETi�I "Ico roe of P/>�PET� -ZX4 F =/>I 111^ICa (a l' GL E� `JICJE MEGH t7uLT - SEE I`ilrLH �(�I'- 17tX."r GDH :UC-f' U H r 4yowl pass Insp zx4 P�Iri[prpncew r<EVjwI a t �ELH �uC T MI V ff. I Fy DL-T Perm �I�E w /HEU -t er STRUCTURAL s H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 11202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W.THOMSON 1932 First Avenue Suite 4211 Seattle, WA 98101_ (206)443 -3444 4 ELECTRICAL ATKINSON ASSOCIATES. 754 Garfield Seattle, WA 98109:'." (206)283 -2852 CIVIL y` 146SEWATER, ENGINEER1(•(,Q4IA - 1932 First Avenue ;; ,_ . a -, Suite *711 Seattle, WA 981-01. (206) 'c =m SW"AMMMN .,; 6 NORM SUMM PORT TOWNSEND COMMUNITY CENTER Is are approved excepting omissions. All work must m in conformance with all $as and regulations 'OF PORT TOWNSEND { EXTERIOR DETAILS A.16 CONST.D000MENTS _:, AUGUST 29, 1989 ' �y. 1, d4 The Miller/ Hull Partnership Architecture and Planning �o=220MaritimeSuilding . -; 911 Western Avenue Seattle, Washington I. 198104; Telephone s` 206:682.6837 STRUCTURAL s H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 11202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W.THOMSON 1932 First Avenue Suite 4211 Seattle, WA 98101_ (206)443 -3444 4 ELECTRICAL ATKINSON ASSOCIATES. 754 Garfield Seattle, WA 98109:'." (206)283 -2852 CIVIL y` 146SEWATER, ENGINEER1(•(,Q4IA - 1932 First Avenue ;; ,_ . a -, Suite *711 Seattle, WA 981-01. (206) 'c =m SW"AMMMN .,; 6 NORM SUMM PORT TOWNSEND COMMUNITY CENTER Is are approved excepting omissions. All work must m in conformance with all $as and regulations 'OF PORT TOWNSEND { EXTERIOR DETAILS A.16 CONST.D000MENTS _:, AUGUST 29, 1989 ' - - - - - - - -- -- - -- - - - - - - -- 4 '��411 51 LLL Ex I 6-H Pt) �/E3" &.':PT �/ E.KT -rP I M 4 `7/41 Z" P.a�T F�&Gp_ OF: tvwlz "H ILHErep sMV a 60417K�T z I all o IF- ��w� &L.LZIK4� cvHDl nvr+ ,aPPt✓I��, I " 3/ EETE.t�1 P. SMOIGE C�h.SKET �/4 � &.h.ZI Nco �To S1-1H D5 �/i�' CoW� SMOKE G/�SKET rOL/a, Z1Nco 570P IIoDD 'SILL. C�L/SzItIGq - k= E�2UI�ED 51DE - 3��Ew Tv TOP - �tJ1zI rI Co STUP z x 4 F� 4M I N 'The Miller/ Mull Partnership - =N PAINT LL FI _ ArchkectureandPlanning - � Ix�T•�IM 11' �\ —zx4 F�i�MIN( 5h'1dKE -� Room 220 Maritime 8uildings, soLta yTOC� a c��SeT -- - -I I�i� It -+TE° ` WOOD SILL 911 Western Avenue �� �Wi3 PTt� ; iF LINE OF �II—L I Q SCALE 3 = I -0° Seattle, Washington Wu s�E t7>✓T✓�I1� Slt>E \ p�ELU�I �LIG �rK �'ryP, SIL1.E = 98104 A rz,HI to /,61,17 �� _ Wcx�D �ILI- ro 5 - Ia /r�,17 � seE DarT6VL Telephone SvL.ID RLvcK 3/ II � zx4 F��r -t1N� P�uWi� � 10.//17 208.682.5837 zx4 ) =P-�MI I`1C� ^� 3 �41I' `� ✓= EG?ul� E D WI% TYf? WD, �oLID pLc�� WD ��/1M1= %411 FI V-I�Cc - - cy�E'jll GWt3 �� � � � —G� /ail CW15 fh - III_ -lam GIM. I.jrJ 1%I Ma �}'/4 SHIM /�� 43/411 ��IDE ii PH"(1 �IGE SHIM /ate P.LQD �Er�utr =ED STRUCTURAL 5 OPERA RELIT SILL 4 RELITE JAMB RELITE HEAD /JAMB RECITE SILL � WOOD SILL W/ H.K. Klrt ENGINEERS SCALE: 3" = 1' -0" TEM P, SCALE: 3 °= I' -0" J SCALE: S 1'- 0° SCALE: 3 ° = 1 ' -0 ° V SCALE: 3" = 1'-0" 612 Bellevue Way NE t 4 3 /a'' C7 �7,1 rt � Suite X242 �<F 3u �rvP �'sz� �/4 Bellevue, WA 98004 ,,;I SLID �� 4 I GL�zl�lco (206)454 -9426 T:, I. Ip 450 C� Lr�z ly cV y /�It �t..t r� pETi�l L c /Q17 MECHANICAL # 5 /e�' C�W� sMVICE %4" "KI 5 T0V� DE I�Eure W! P.W THOMSON �IGE E Ix TFINI I-ET �HP5L-4`aTEp '1932 First Avenue IxT�IM �� axq Fi�i�Hlt -I� wv F/>M� - 50L ID < roL� IX3 f�IM - -- ? �IJ•��~� Seattle, WA 98101 r�ir3i1 raWP� = 2x4 FG/�Mlt-ICo IuTFI / v wD FFpME .' - {206)443 -3444 M =M\ �o LINE OF E/>71Gs E Ix T�IN1 ro _ - 6ELOW �� \ _ e1,.c�vIEE�= _ _ ELECTRICAL _ ATKINSON ASSOCIATES sEE �E%IV �� emu ®I'cxr� °� oPEr =i� 754Garfieid /qlt (� SLID 5'foGK - -111/0 C� r- 4/6� Ft)P � 5Tf✓v( TU4/�L SOLID �1c�1r �\ kr�lliT� 3 �E�ITE k1D ;=FisME Seattle, WA 98109 WD F�,aME l�iy KET _rYFJ/LHttP e �Ft�6ME— 3 u F� >r1E W/ St�c�KE �/4 l" 1 (206)283 -2852 . Zn Z 3t1 z3 /alt III Fr-IE C�II i 2 /4 z�I sr�OKG TEMP -- ��,z11y� CIVIL u �Mv �isslcET t:T ,q LJZINCo ROSEWATERENGINEERING -;,�j DOOR/ RELITE JAMB DOOR 3�JAMoB� /HEAD CORNER - I�RoELITE JAMB �1 OPERABLE oRELITE JAMB �Y1 OPERABLE oRELITE HEAD/ JAMB Seattle, i7wA 98101 xiye. Mµ it WLI-� 43/4�/4't r —SEE DGT/�it_ 14 //x, 4 , /41t FLU (206) BEYOND Fo rte Ty P 4 4 3/,4 I x 4 TR IM 3/ aP�/� SI-I KITCHEN I�/�LI l Jcz�D k.. PO)LILlf 1C�'`'" sEF C��V> --li E1� EPc P>EYoND Div I' CoWI� PET.C�IU 1,4/4,17 1A4 Tr-I UIG� In1P�P hf/I`iDF��D =z M F� ,�Ir�E 3i�il C�UAr =1EF >%C�3ND POP TVF =m� _ 2k4 �F.SMIt -a (o PLYkO PDX* Hoop Iq REGISTER0 (/z H�aLF �PUNID ��✓�M W/ TEMP 5�1 P, TY GlauhiTE�- � � 3 TIC M j / NORMAN H S ICTO WAD �� OF NILSItIMGTON ~ CoL_�ZI I`+C� PLUM FII`tlrs to /.o, \_ 1x TwM - rove• c7vl,:::� EXTEMfa Tv WP�P 1= OUMCaS 14 COUNTER_EDGE 13 BIFOLD . DOOR SILL 12 ROLLING DOOR SILL II ROLLING DOOR JAMB 11 SCALE 3° )l On SCALE 3 = 1 -0 SCALE: = I -0 SCALE :3 = 1 -0 PORT Viz" P�vl�o o Ix� TPIM TOWNSEND 4 3/4u I yL, +ALP 1�7 JNp PVC- I�1-t, o COMMUNITY ovEr- IxTt�IM NI %��r �r y 3 II CENTER IxT�lM Z 4� PI Q 5EE PET. Z /L17 Pu rl ION Q FOP, TYP r-F_ r� 6aT�l �E ?LzslrF� �Q ,-wr ��>~�� c��l�t Iloo � � I HALF �UHD � �t�I � Or'EI^III.IC� -H/aLF U✓E��.�Y � p �DCo� W CoK� Pav/ �D 5EE �T�LGTU�i>_ zx4 FiZ/>MII`I(a hL al SEG Per 14// 17 '\-3/4° PLYk1D v�l PI-� 1 FIN, r h /3u coWl� 51�E _ FOP- -rYP C-L -{ rE� I� �z" I LOCKER /CABINET OVERLAY DOOR 1=4x x�T1 =1M �E�'�Et, I� 1° SCALE: 3 = 1'-0" i cp v N EG2 E� /�uJr1, IyO, P.a(E I CLG��� �IMI��H k LL �Zx4 G kol' c� - Gi�M LOc I� /Pooh Pub L o �L o 17 STAIR CAP - I wE� /�" ��� E4 _s Q N 3 15 ROLLING COUNTER DOOR HEAD SCALE: 3" =1 -0 SCALE�3 =1 -0 zL�Y��� 5/�° �wF� 4 n/4 I�a�E of LvcKCt= w Pwvip Q) co�THcx�K I,�p F�Mr 1 TEr�PE�Ea g K �� L Ed � /4 ar y o Plana are omissions. Ald ork of st - WPIE�E Ih- IDIG/srEP _ L T E t — CSI �Z•I til(a arty ra or omissiona. All work must 4 l 3/41' PLV I Q V' l,V PLG#d LOG K E s l I M /�`s = _ sw1 ��as and regul tionswltA all �TUP bo PTD i i&L-F- P- c�UMC� zxa 9 c2EE. uET IcI /�17 3 /q't P�-yWP k=lD 5E MOLpING� Ffei >Hlr1� a PL/�h'I FIH -v APP /z Fl,il�D Pic LaM - ENG I o° USE 5EE DET/�IL ICcj/>17 Date _\ - - - - - -- PPIIMTED ST�IPL sE� DST. 1 8 c -1 X740-1 PDyrmii o: _ U FDA wE�L/ay� hi �„\ L c?HI�ITIat -a c� r�PET �UF3GEk= p�iSSE I%UE� Zz /�� FUG T11 BuildingOfitcoal zx4 F�MIHC�- / eellF tEDU �i OF PORTTO��VNSEND 2 x � d/ + e-4'I O� s \ INTERIOR �— viz" P�pluS DETAILS 22 MAIN LOBBY & CORR. BASE 2I INT. BENCH 20 LOCKER 19 LOCKER DOOR 18 RELITE SILL A. 17 SCALE: 3" = 1'-0" SCALE, 3" = 1' -0" SCALE: = I' -0" SCALE: 3" = I' -O" SCALE 3" = I' -0" CONST. DOCUMENTS AUGUST 29, 1989 4 WDW TYPE II B 11 ek 1113211 WDW TYPE 11D11 NOT USED • .. 3Va11 IEq EW Er+2 E.G7 ,�yLll 4 v s n J fl =N REL WDW TYPE 11F11 a EE _1L C� 11_ n RELITE TYPE 11 B 11 10 RELITE TYPE 11 D It SCALE 3/8" = I' -0" e I Plg 7 r ,1 �N s al 7 AI TYPE YY tr PPP EU EU2 Ec,Z Est Ij EQ EW EC� 1 OI',01" E -: The Miller/ Hull Partnership;; Architecture and Plannid `vr Room 220 Maritime 8uil�in�;° 911 Western Avenue Seattle,Washington 98104 . �v N B 6 �v N Ell] /,sl'� 11 LIL 1_1E 9 9 AIM 015 //� 17 J i 61 41 oil 17 3 IE�/6.17 Yr=1NY WI:9+i,SEE= DETAIL FIDE R ?TIHG 06 I H F- i r 3EGTI(<I'1 � / ,� i /�/ �iT �' BTU 1z E MF�H 51vm 111IIMR wwwo 2 �0MIBIMI�IB!► ' FIX�� as�EMEI4T FIhGD "' 10 RELITE TYPE 11 D It SCALE 3/8" = I' -0" e I Plg 7 r ,1 �N s al 7 AI n WDW TYPE "A'I TYPE YY tr PPP YY JAMB w EC� 1 OI',01" E -: The Miller/ Hull Partnership;; Architecture and Plannid `vr Room 220 Maritime 8uil�in�;° 911 Western Avenue Seattle,Washington 98104 . 001 B 6 n WDW TYPE "A'I WDW 11 1 11 EEC,? m w WDW TYPE I1 E 11 SCALE: 3/8" = I' -0" 41/411 11 F11+2 F-Q I I Z I ,Z I III II II � W III 11 11 RELITE TYPE "All 2 '/a 1' Fri 11 11 11 '/ II TYPE YY tr PPP YY JAMB try C� EC� 1 OI',01" E -: The Miller/ Hull Partnership;; Architecture and Plannid `vr Room 220 Maritime 8uil�in�;° 911 Western Avenue Seattle,Washington 98104 . 001 B 6 �v N Ell] /,sl'� FIF] 3 1_1E 9 9 AIM 015 //� 17 J i 61 41 oil 17 3 IE�/6.17 Yr=1NY WI:9+i,SEE= DETAIL FIDE R ?TIHG 06 I H F- i r 3EGTI(<I'1 � / ,� i /�/ �iT �' BTU 1z E MF�H 51vm 111IIMR wwwo 2 �0MIBIMI�IB!► ' 004 C WDW 11 1 11 EEC,? m w WDW TYPE I1 E 11 SCALE: 3/8" = I' -0" 41/411 11 F11+2 F-Q I I Z I ,Z I III II II � W III 11 11 RELITE TYPE "All 2 '/a 1' Fri 11 11 11 '/ II I: »Al mrw z PARTITION SCHEDULE'��_ XZZ., FIDE (zL�T1MG `�EGTIDhf ,��n T NO TYPE i G? tr RIO HT HEAD JAMB try C� EC� 1 OI',01" E -: The Miller/ Hull Partnership;; Architecture and Plannid `vr Room 220 Maritime 8uil�in�;° 911 Western Avenue Seattle,Washington 98104 . 001 B �v N Ell] /,sl'� FIF] I /al5 1_1E I 003 //� 17 //r 17 4' -011 41 oil 17 3 IE�/6.17 Yr=1NY WI:9+i,SEE= DETAIL FIDE R ?TIHG 06 I H F- i r 3EGTI(<I'1 � / ,� i /�/ �iT �' BTU 1z E MF�H 51vm 111IIMR wwwo 2 �0MIBIMI�IB!► ' I: »Al mrw z PARTITION SCHEDULE'��_ XZZ., FIDE (zL�T1MG `�EGTIDhf ,��n T NO TYPE WIDTH HEIGHT RIO HT HEAD JAMB SILL REMARKS COORDINATE FINAL W IDOW RO TO ALLit, 70 1 OI',01" .TIzuC,roxE ow c lul t& DELETE f PcOrIDE �t 3yLa e�arT e 1'1_ vY�D e v 1' ral ' 4 vial' Nowt r - -' L-6-M k — -: The Miller/ Hull Partnership;; Architecture and Plannid `vr Room 220 Maritime 8uil�in�;° 911 Western Avenue Seattle,Washington 98104 . 001 B LIP ' . /,sl'� 3, 7a %115 I /al5 OF TRIM TO ALIGN WITH ADJACENT DOOR -HEA FRAME EX4WD I(o1'OL 003 //� 17 //r 17 4' -011 41 oil 17 B IE�/6.17 Yr=1NY WI:9+i,SEE= DETAIL FIDE R ?TIHG 06 I H F- i r 3EGTI(<I'1 � / ,� i /�/ �iT �' BTU 1z E MF�H 51vm 111IIMR wwwo 2 �0MIBIMI�IB!► ' 004 C R009 31 -011 a 1, o u R013 0050 N /�II`I R102 C Iz'_LD11 FACE G;V�' /OI 01 _ P.vvdra /z C�,w E_� hid �' 0058 E Lai _v11 R104 ' 14- 17 2 //y 17 /rte 17 A z /� 17 008 R108 L'1 -011 R112 r5 ry 1 -o'I R116 4� 009A 153 /4 I1'2 13a /s I 4 1P5 eE w,T111 � 02 i Hr- sec r io" / T bTRUGTUILs v�GEILIN(.0 Telephone 206.682.6837 00103 B 4 100 C 14 -011 12' -v'' 13' Coi1 Zb /�I� �b //�Ir� 6/01 t- lahw'rvr r�ci r 3�z "e�Tr FRAME Ex1 <�r I01A O'•U11 (o' -V" C3' U = pct /p1°2 ��a //sl j 4 /cSlr� Zx4WD col'GY- �ENIUYE °r 1016 51-011 2o,• 5 !;C, I / ,&I IOIC n za /� I� ��, /� 1 Fj /4I1� P�ywG 5Tl2TiT{1RA1 FACE rxl ar Ifl H.K. KIM ENGINEERS 103 Imo' -o'' 11' -o'I z' e" zb /d1ry 3b/&1P2 1j ;, rD .EE .HEEL d,7 P�gTErt4�r1 -1 53/6 "HOhI 6t2BellevuewayNE'` 1040 132 IU' U''± 8' -o'' l' -O'' h� //}IGj /eb /�IGi 4b //�Ir� �=� .H= �-f/�,7 C�we� Z-h /B" PL�� Suite 9202 104B Piz I 15 L�/01 4b F,F-e N& s�crly ��/ Bellevue, WA 98004 104C F zo' -o" (,' -vi1 �' o'I * ha /a 15 /1 5 //�I� 03 (206)454 -9426 104D E lv' v' i /41 r7 //� LI //� 15 03' o�cclL :. 105 4' -o 1' A C) 5, //, 1r2 P) �� /Q Ic, all ->IP r�7T MECHANICAL. 107A 1 -0j1 co' - o'' zw h I 3, FRAME P_ K(0 wa IV" oc- D.W. THOMSON # 1076 �/_ co ULw > =eC 1932 First Avenue 701L e r, Suite *211 - 109 4' -O" ¢1-0" Gwb 110 .1 �, FACE 031_ PLw✓a 1/711 Seattle, WA 98101 °s 10 r t-lo N1 (206)443 -3444 ' 112 .1'il ID' -O " 8'-O'' lo' —(p' = t r �h•F -k:-T .L 1 71 "•Wi(d FI ELECTRICAL y LOUVER SCHEDULE Hz - - -�y STKVGTUizE ATKINSON ASSOCIATES L003 I'_Ol z' -oII 9' -c�11 4/c l� �+ /rsl� 14 //>IFi or luH� 754 Garfield ,a Seattle, WA 98109 �;1� L004 1' -011 z' -o11 a -call — 3ia" rs�TT (206)283 -2852 FRAME '" �' L005 z' -o11 z' -Coj1 9' -011 ZKgwD I(o�pL 1_007 z' -o" 31-0" 17/vI5 17 /alr� I7 //sl5 Mr -_c.H. DZ Iffil CIVIL " ROSEWATER ENGINE£Wi r <•; 1_008 - - 14 /a 1 r2 141a 1 r:2 1,4 i?-E F, r- l,c , ExHAtJS-r Fo» FACE lVPE''x1'l.V,/P3 � /e" 1932 First Avenue' - 1_013 z' -o° 011 17 al � 17/41 � 17 /�S 1 r2 04' - PLAlvp '/z j1 U s z..'. j 55 / 5 3/e I-IOM Suite 711 �- T PEI'x CdvFS 2-r� /E3° PL/>f -I L014A oPet- + Seattle WA 981A�,�La� (206) L014B z' -o1' 3' -D'I L109 I'-L7'' Z' -otl ql -(aj1 14 /aIFP 14/a1� 14/415 05 2 G-rwtuc-ruFF -A z' 1_110 I' -011 z'•OI' 9' - ("I l IA -AID 14 //s l5 �, v�c�luHCs NO TYPE WIDTH HEIGHT R006 /� 2'-- q -011 A D b' -411 z %/S 17 COORDINATE FINAL RELITE RO TO ALLOW TOP B . 3,L-t7/617 R007 OF TRIM TO ALIGN WITH ADJACENT DOOR, HEA 3/d 17 //� 17 //r 17 TRIM. 17 B IE�/6.17 Yr=1NY WI:9+i,SEE= DETAIL FIDE R ?TIHG 06 I H F- i r 3EGTI(<I'1 � / ,� i /�/ �iT �' BTU 1z E MF�H 51vm 111IIMR wwwo 2 �0MIBIMI�IB!► ' C R009 31 -011 a 1, o u R013 N /�II`I R102 C Iz'_LD11 R103 E Lai _v11 R104 ' 14- 17 2 //y 17 /rte 17 A z /� 17 R108 L'1 -011 R112 r5 ry 1 -o'I R116 4� 3' /z 11 5-pTT FRAME e x4wa 114" x HT HEAD JAMB SILL REMARKS X4 W> I(p ''GL. �' vvzlEfj PL,�1 —I 2'/411 MDI.� REGi ►iitU`.� �` °� €CT' 7' o : /017 �, 8 14,I7 z %/S 17 COORDINATE FINAL RELITE RO TO ALLOW TOP FACE vwD �� /011 c�wP �� /e3" . 3,L-t7/617 Z15 /p 17 OF TRIM TO ALIGN WITH ADJACENT DOOR, HEA 3/d 17 //� 17 //r 17 TRIM. 17 �,lo 1/sl7 IE�/6.17 Yr=1NY WI:9+i,SEE= DETAIL FIDE R ?TIHG 06 I H F- i r 3EGTI(<I'1 � / ,� i /�/ �iT �' BTU 1z E MF�H 51vm 111IIMR wwwo 2 �0MIBIMI�IB!► ' /[�. I� N /�II`I FRAME EXIhT1M(s HC-7 I 17 ' 14- 17 2 //y 17 /rte 17 5 /a� 17 z /� 17 -n FACE EXPO`�Er� HcT PORT 3/n 17 °;-4/z-\17 =1.4,17 ;�IF-E wsTlr+� s�cTlvrl / TOWNSEND Sri / >17 Zo /r->17 WIC 07 IHF_ s7RUC,TU>zE COMMUNITY 3/L> 17 vc oL'1.11Ce CENTER 31 /1_U 54,.r 'J /4 17 17 (VE�I FY DEFT H7 FRAME z x4 �'` D to''t� I , �t FACE TYPE,Ix11C� /1'� a'' G3/4 N01�1'� 08 _ -�rtJ1_ �t�ucrUR[: 08 U Gf I �- h Cs `FM,: FRAME cKaK. m "cam 145 3'iL" ITT FACE cwr� 08 4 !,/4 e Plans are approved excepting E �E DTI N (� S Ec,TI O �� 5 F ST K ULTU R E FI FAT Hra S ECTI Ol-F �/ ��� �/ arty 01 re or omissions. All work must ." I I H R r�G � 09 11ti i. I 5 ?f�JGTUf� 8�code in d log menco with aIC' UL' GEI LIh�PIi 4[al codes and r ®guletlons. , FRAME zx o wD Z40 or wP TY''` 11 1 FRAME zxro w IC'1(x.. APPR v D GvP cci��-� rI�T Hcr °a - — I x$ UI�a I'- IU3 /40H ftNo: FACE ExT Pt-r hi�'I (�.aIM LEV TYPE °x Cof'P z' �'/8i1 FACE „ I 41' BuildingOtticial mo GYP CL IE L317,2� %j1 PLCI+{ _ 8 3 /gIl re71'1 i� PC''xu(awf: ��?'�' PL�H 1 � ZLOWE LIE L 1Tl OF FORT TOWNSEND �I E 4-STII-1L� 5EG,_10H % bEGTIUri% , FIDE F flnt� �GivlLtHC. oR FC3R C- �L..�ZIHC� �GHLS7ULE. SEE `PEG, 3EG.TI01`1 OBE- 12 / E— ST�tX.,TtJF= to ST9, JGTU1 ME r,L_�7 -1 roles, X10 WINDOW & �yz1I F�`r7 Lktp"'v ° PARTITION FRAME Iyrn I, a7uUCrJ�F FRAME zxtowp I(o � SCHEDULES e4 rL �/SC�cr/yk -D Zvi W Dxa W p GT z.4 .. n� L- FACE �w� z -�ii1 �� ;, FACE &w� � /b " <M�1 a 6.eVr<Lj A.IH 'vy" H r1 r�we!:? �s 8'' ?I -ql`I Iir,It filvwi -- U.OWF K Lt") CONST DOCUMENTS, ' Y AUGUST 29,1989 N ,3 v r _ r u to lk: The MillertHufl Pakii FINISH SCHEDULE DOOR SCHEDULE Architecture anaPlatiifi':9. ROOM TITLE NO. FLOOR/ BASE WALLS CEILING DOOR FRAME FIRE »,= NORTH EAST SOUTH WEST N0. MATL TYPE HDWE. W H TYPE MAT. DETAIL RATING REMARKS Aoom22IMarirInit a . 7 J Z J 2' J S J S J 2 _ 001 h1D A I ro' -o° 7 call D a III�y,1 >,i� /�Ih Ex1'r -clot 911WesternAvenue.;,. -,_ r. U) �, U, v' I. `n - U) vzi Seattle,Wasbingten a z Q z a z a z a z a z a z A E- z 3 0 7 -v o °I /a 17 98104 3, EL REMARKS REMARKS u HEIGHT REMARKS g Z � ' FOYER 001 'vcT w cvr� P C-�wb P raV /PJ P 6w1 5 P WtP , P q' -o'I � H&H a5 �r�uc , -002 � � Telephone . A,, #�. 208.882.6837 1° STORAGE 002 vr--r yr IL q 003 TOILET 003 5v yr 3G , �G W� /(�w8 PI,&M hwiti+xoT 8' -4" wry /�elb 004 4 ' TOILET 004 sv' w Ii u 11 WE /rsyJr�) PLUM W/ >I1-ISGCJT 1 W� /c�i.�P� 005 .n I (0 oil 7' -loll 5 u, IL ,I'% I(0 /Q 1Fi TEEN 005 CARP - w /AREA of vcT,wAx pries P P r P �I -o _ +IIc�H 1t uc 006 C -0 71-011 d 9/ &17 REC,= OFF 006 GA1zP Pr 1a 1"I 1 rr7 A P � 4 -oil MULTI -PUR, 00 STRUCTURAL,'r._f 7 �pE P , B n v �� � P KITCHEN 008 sv yr 5c, V4 r- 007 C 7 3' -0" M 3 to 10 /4,17 H.K. Kill ENGINEER � CLASSROOM 009 Carp of r,T wh.x FIH P P P P A a B 612 Bellevue W Site X202 OFF A ��P B C 7 3' -v" f� � STORAGE, B C F cam' -u" P /a I7 Bellevue, WA 9 i -; (206)454 -942b `':;,sF," Q. ACTIVITY 010 1 D- F `� cam' - ol' � CORR. 011 vcT w 008 E 10 MECHANICAL TOILET 012 gv yr 5G 5G T�p G A II to'o° 4' -01I �a)13/ IT ccurrTErz �i�OLi7 D.W.TH(1SUN _ I.2 7'-o° P /A. IT 1932 First A�tenu �•_r OFF 013 GaFP - P P I P 009 A �� - - - �xi �T 1N(� — P - - pdT�+� �p A Suite'�211 13 3,�,on o MECH. 014 ,o ;n- B 14 I Seattle, WA 981 (206)443 FOYER 100 110? 4J (z SEG zz /r�i7 Foe f✓/�SE DErAL C�d/� P C�/ /l� P C�v /�1 P G1vr�j P v/� P I2' -IUI' C I Co' -UI 7' -(p° P lolfe/ Ig E1cTEftiv(L. SENIOR 101 P - cE Lz /417 1;70e 7E 010 0 1 el 7 I - 'I -0 0 q /all ELECTRICAL ,,P OFF 102 cvRP - q' -Lo A E Igo 3' oIl 11 d ATKINSONASSOCII-11,,1 ,. u 754Garfiellf� :: �, :a,�' CRAFTS 103 vct yr - cn - Seattle, WA 4B1 DINING 104 GAr-P - SLoprp rollow �- ucT,�I�E 012 E 17 51-011 T -d o hIM Po�rL =r 11 (206)283=2852 KITCHEN 105 sv v. 5 (m sy - a' 013 A 10,1 AIS �x1Er�lo� CIVIL;: F PANTRY A �v 1 P P P P 014 1 HEALTH 106 vr--r ROSEWATER ENGI," ACTIVITY a 07 CveP - 118A wv � 14- a'- �° 71-011 o WP q /417 1932,First Aveii STORAGE A 100 o I co' -o" 0' -oil P 11)1((0 /aIAV ExreF-1v� Suite 719::.F= Seattle; WA' , ` STORAGE B - _ _ -_ _ - - 101 ' u n I I 1i, IV /4 10 t�Ttz•I= I V F (206) CORR. 108 vC-T W 7GE Z. /A i7 I pET, SLor✓f q 1%i7L1 t�1ak 102 A I°I o T 011 _ n _ TOILET 109 sv <l br, w1r- 103 20 �= `. TOILET 110 sv scq WKrGYir,Pi-4J-1 W- �i 7* it W� /[�WB 104 20 fs CORR; III var 7E� zz/417 Fob POSE cEt; P P P P II' -o'' A 20 ��` All OFF, 112 CarzP - -_ - _ _ - 'I _ - B - ii STORAGE 113 �7 yr PPATCri �� r�e.c?D - w�r�+� RII� C. n �•I'.¢' — _ __— .a .._ _ _ --- .. -- _ -- tw .A N STAGE_ _ 114 _ - - �xlsTlrt��_ = - - - - - - - Ex15T_ - - exST 105 E �,2 RfG64� ttU[;' STORAGE- 115 - - �n15TI -1 G,_ - -_� - - - - - - - �xl�ill -1� _ _ _ v A 14 2- �I -On A 'Hi E T +,_ q tV GYM 116 - - �xISrINc, - - - - - - - - - exl�flrt4 - - - - B �.v 3' -0° 7'to�I MaRa►n ra STRONG GYM ACCESS A Vcr w - 1V /I> P C,v /� P C,vrb h E1v /V P PATH 4.4 REQr� Gv/b P q' -o'I_ C K- A-4 l2' -0" 4' -D" K_ III c�IFt 4, 17 �01,1,-4P 60WHtLR P=K �vsY� of STAIR 117 cARP UTILITY 118 w vi gc>, 5G 5ra y1ir/&1^15 a' -9" >�e /%i.-Ib 106 zv �� -o�� 7' -0�� P q /6-17 zca w1ZE UL4'7��- ��` STAIR 119 P BTU I t5x E - t_iwrI/- P P P P .r-'ATGI -f F-xl� - w4Tcr l-I Exl�t 107 wIK•E C'l I W o- ui tq A&B a asy NOTE: 1) ADDITIVE ALTERNATE NO- THREE- ,CARPETING PROVIDED AS SCHEDULED_ 1I T' -O" 0 110 'PORT._z` vrotw F.V e.T 10 �✓ — State the amount _to.he added to the Basic Bid to provide' III CoRP CARPLT Yi P c W r-/ Lo 1-4U awafro or omisslons. In coniormenco ,vith all - pass ins G k CAi�JG 15�b15 MF.-r ax ST 4,11 d t1 ExtE�lo� APPPROV TOWNSEND P.o1NT � FLr�-r Cyr ra-t vrc�Ll. 13oQZIa PLAM PLd51"IG L.4.M11`1ATE Na 1Q' -7� FLp c zq 111, Building Official. r. o °.Her -_T VINYL 20 vc r vIHYG. TILE COMMUNITY 116 Cc�GIQILTS 009B, 01 '0,013,101,102,104,107,108,112. Finish 112 7' -0i1 © DOOR a FRAME TYPES ,�7F C'l I W o- ui tq A&B a asy NOTE: 1) ADDITIVE ALTERNATE NO- THREE- ,CARPETING PROVIDED AS SCHEDULED_ 1I T' -O" 0 110 'PORT._z` vrotw State the amount _to.he added to the Basic Bid to provide' III excepting NOTICE c 2Co awafro or omisslons. In coniormenco ,vith all e' -o'i pass ins EQ ,I, ECQ ,1 C'l I W o- ui tq A&B a asy NOTE: 1) ADDITIVE ALTERNATE NO- THREE- ,CARPETING PROVIDED AS SCHEDULED_ 1I T' -O" 0 110 'PORT._z` vrotw State the amount _to.he added to the Basic Bid to provide' III excepting NOTICE c 2Co awafro or omisslons. In coniormenco ,vith all e' -o'i pass ins action and regulations, 15�b15 -2) ..PROVJDE 2x6 @ 24- oc CEILING JOISTS . ax ST 4,11 d t1 ExtE�lo� APPPROV TOWNSEND - .'��; "", Cyr ra-t vrc�Ll. 13oQZIa carpet in lieu of VCT in rooms: 605,005 007 009,0Q9A A Na 1Q' -7� B� c zq 111, Building Official. r. o /Q l7 20 COMMUNITY 116 Cc�GIQILTS 009B, 01 '0,013,101,102,104,107,108,112. Finish 112 7' -0i1 © wv 4Q ,�7F lo' -0'1 P A 20 'CENTER_ f�,c -�55Ep EN17�y I,•IaT schedule indicates Additive Alternate approach. ;13 B P 12a> II 11 REFER TO WALL SECTIONS AND DETAILS- I :Y: EQ 114 excepting NOTICE plans are approved All wo r must - awafro or omisslons. In coniormenco ,vith all pass ins action and regulations, appllcab BI -FOLD COUNTER DOORS_" -2) ..PROVJDE 2x6 @ 24- oc CEILING JOISTS . ax ST 4,11 d t1 115 APPPROV - Dater x Perm Na 1Q' -7� B� -MME Building Official. UNLESS NOTED DTHERWASE IN SCHEDULE OR 116 -o" 7' -0i1 © wv V.4>17 rC) WALL SECTIONS- A 3):, ALL EXISTING EXTERIOR WALLS ARE FURRED B REFER TO WALL SECTIONS AND DETAILS- 117 - 1 -_ SCALE: 1 /4e =Ii -Oe EQ a d i i A DOUBLE DOORS / ❑ STOREFRONT SYSTEM O SINGLE DOOR (H STOREFRONT SYSTEM _ O NOT USED O ROLL -UP COUNTER DOOR O TRANSOM FRAME OFLUSH DOOR II ICI DOOR 81 FLUB F-` a`-4 H DOUBLE DOORS I azr�T I r�rt - L - -- I � i 54 iyD6Lr��T GL�55 n� �tisY� excepting NOTICE plans are approved All wo r must - awafro or omisslons. In coniormenco ,vith all pass ins action and regulations, appllcab BI -FOLD COUNTER DOORS_" codes _ _LT APPPROV Dater x Perm Na 1Q' -7� B� -MME Building Official. a d i i A DOUBLE DOORS / ❑ STOREFRONT SYSTEM O SINGLE DOOR (H STOREFRONT SYSTEM _ O NOT USED O ROLL -UP COUNTER DOOR O TRANSOM FRAME OFLUSH DOOR II ICI DOOR 81 FLUB F-` a`-4 H DOUBLE DOORS I azr�T I r�rt - L - -- I � i 54 iyD6Lr��T GL�55 n� �tisY� PeT't:P M RECITE FRAME N DOOR 8. RECITE FRAME 0 DOOR FRAME P DOQR FRAME OF PORT i Ilk 7 'FINISH SCHEDULE ,A,19 boNSTD fJik� AUGUST ,i9 excepting NOTICE plans are approved All wo r must - awafro or omisslons. In coniormenco ,vith all pass ins action and regulations, appllcab BI -FOLD COUNTER DOORS_" codes _ APPPROV Dater x Perm Na 1Q' -7� B� -MME Building Official. PeT't:P M RECITE FRAME N DOOR 8. RECITE FRAME 0 DOOR FRAME P DOQR FRAME OF PORT i Ilk 7 'FINISH SCHEDULE ,A,19 boNSTD fJik� AUGUST ,i9 R I E E4" Z4u 7,4' a4 TheMillerlHullrsh1p, MOTE1 COL, �I�E T�EI. t l� rruMt�r =rte To t�� Architecture and _ VAA F =15"7, Nup� ti5 cLE/� GCD/�� Room 220Maritime�uildiii N re-EQ,D TU Fir_L)VlDE i / _ IS � 911 Yilestem Avenue �1ZII TYPIG/>L Tyr? 00r71aF. pi" v LINE �� �ulLP1r+c0 I(o Seattle, Washington SECTION INDIG/aT1rP -' /zll 98104 4 xP� P7 Telephone P, Ep M 206.682.6837 0 O O GaEE �T��Tue,a�. — PTG Wodl7 Telr- e O O O • �4c� ex?, O.OI.,(JHh# Wrt/yp zx4 7,x4 P'r I /II - -aN' GUh'I I`f ELTi v hl� v ox E3 7,411 UL �r- E s Ertl- Lk, TUtc �L (3)2x1z STRUCTURAL KIM EN ENGINEERS, ELEVATION �rEETeuc , 612 Bellevue Way NE E3x� �� -� Suite 5202 <IE o>~ Bellevue, WA 98004 (206)454 -9426 COLUMN FURR ING MECHANICAL SCALE: 1 1/2 " = 11-011 D.W. THOMSON 0 1932 First Avenue Suite "211 / Seattle, WA 9810-1 -- 5 zx2� f� /Lld�O \/ (206)443 -3444 O1p Zxl V T Escl�rl -ir' c� V 51M ELECTRICAL <W/yI- IIIyCo BUT ATKINSON ASSOCIATES, : =�. rO r-EcEIVE HEw 754 Garfield , h M D(41 �� lx _ �N Seattlt,,,WA 98109 d (206)283 -2852 �7 x Zx4 WPPirlco �r�r�Gr� �: , c�?_4 l cac. 8x7, cvL �o CIVIL` ROSEWATER ENGI*RIN � IZ GL�r -I r-F__'7_1 v rt' 1 Suite First Avenue - CvNG L°TC PUIN17 t Suite 711 —mow v�Ip G,E� /,LGv Seattle WA 98101 VC.TU raL. ':PEP - I& mot > > (206) z> I& 1/G TYP UMPI;K r r- TEIz,�2i FL) r-f Z4'I - -- - - -- TO OVE�hLL - - -- -- - — A � �EGIStI,�lii�' �5 srly wi-t SHY gr�wcrorr 5 BEAM FURRING I I )TRELLIS ELEVATION ) TRELLIS ELEVATION TRELLIS PLAN TYP CONSTRUCTION SCALE: 11/2° = I'-0° SCALE= 3/4° = I� -0° SCALE= 3/4° =11 -O° SCALE 3/4 =1 - 0 t � Gx4 r�MIMCo LINE OF F -19 BUTT -P/ u y D 1-1TEF- rzFLITF- �l PL l�l GUU n IF1aUL/,T1vN �s: =: w/ PLUM FI H "-;, -1 _ f?yF YG�NR _ � �i /C3 c� rJ W�PPIH( " TYP SILLL ° P��G FJIP Uvl -iGt� IC?IfSI` - -- �-1 /�17 7 MAIN LEVEL 6 LOWER LEVEL PORT SCALE: 3/4 = I -0 SCALE: 3/4 =]'-Oil TOWNSEND - 3p 1 1/ II wasp �w�' COMMUNITY z CENTER OF Zx4 F�MII`1C � FIN, FL, II a _ � ET EL III- loll - Xm END P�MEL VC-1 F CAMP 3 �Ullp I7, _ � s a- IV51t -�� ..E vF + + SSE Co o3 PIoC��r+QL , CroLQP EP&E -� Izl SE c/f��l� of E H F�++ - )SLUM, P4T7F_r -r- F1 FL, = r�uC(vIE For- PIPE + _ _ - uG T a (all EL Ilh -z Pir'E I-- IQHC,E� � >IZ.E 0 L TYP COur_`ITEi TOP cuHT, To I /I(dl x 1 /✓0 F"P ;1rGSr- EI-1p OF ELEVATION SECTION �E� 14/ 17 4 �> v room /Z F7LZUI��� Z T�E/�P5 �' V - cahl G14Co, II11 C;�FP�T En DIF i `SLID Tr-OrI�IT101 -1 STPIR PIPE HANGER 12 _HANDRAIL _ II RECEPTION COUNTER 10 VCT LAYOUT � STAIR SECTION of WT. ROOM 8 SCALE: 3" = II -0 II SCALE: 1 Cl' SCALE: 1 /8" = I '-0ll SCALE= 1 1/2 = 1'- O SCALE: NONE Gx <n T1=11-1 PTP� E/s QED////------/III C�I�Jf� EDGES �3) IY�i1OC �zxq FFbMIf -C^ rovllworkmust TYP F-�c T El l a rjolwa Plans are approved alry arro or omissions. All work must ss Ins etlon in conformenco with ald �— PL /,I-1 W H °aCo rTl N Ex XN Pa ulefions G(' N p I T I U M applica s codas and rog 5EE DETi�II- h /III APP 0 CD ZxCC F�AI- ilf-ifr '%b /�15 °JIDINf, f� 2 Date: Z X L Ferro Ne: - F wi EZIH(y BuildingOfficlal 141I Mao I I-I I x TAI M 01 cl OE FORT l C r�r SaEh�4 IZ° TYP TYP C-0 L_ ( Prp hIM G 1-aEN veil w�LL oM ct 1011 MISCELLANEOUS- or- Extp_r col✓ DETAILS BUMPER RAIL TYP COLUMN /WALL TRANSITION MDO CORNER TYP SIDING CORNER A.20 6 _... SCALE 3rr= 11-0 11 15 SCALE I I/2" = I� -0° I SCALE 3r� =1 r -Orr SCALE: 3�r = 1� -Orr CONST. DOCUMENTS, r AUGUST 29, 1989 FIN I _Wl. JE t�S)j 40.,V eW01i.0 1�P1 GIUk.01 � h 10 fa. � UA k 67 11 -- - - - - -, - - . - . ro t tj ri_�` eP" L ✓- I/LSt/V /�t - Rd L = I iJ loll]! 110`10 )[� �`- -C f.j row r L .. x "_ W UL yi. - ELECTRICAL CODE - le SR. SINGLE RECEPTACLE I& DR. DOUBLE RECEPTACLE Final connect on from rough -in to controls, receptacles, .function ill. JUNCTION BOX f® WC. NIGH VOLTAGE CONNECTION breakers are not a part of the foodservice equipment, and will HYR, HIGH VOLTAGE RECEPTACLE. h� SW, SNITCH components (except for walk -in coolers) shall be pre -wired to LT. LIGHT CLOCK OUTLET- IQ CO. IQ TEL. TELEPHONE lines of columns or grids. Mi. KILLONATTS SR HP, HORSEPOWE't 60 - LINE RUN t CONN. BY E.C. NOTE! THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY, St1M�OLS SHOW ROUGH -IN LOCATIONS -i� AND /DR APPROXIMATE POINTS Of CONNECTION. REFER TO KITCHEN CONTRACTORS DRAWINGS FOR ADDITIONAL INFORMATION, t%1'id,�G✓�111�!�lf! IV -- -- - �!<����I I�Ak - ' - 1. All work to Conform with apPlic"116 cod" 6011 regulations. EL.EC.TRiCAL NOTES piping shall stub or sleeve through-floor slab to facilitate 1. Final connect on from rough -in to controls, receptacles, .function o- boxes, breaker panels or switches. etc.. by electrician. 2. unless otherwise specified, disconnect switches or shunt trip 3. breakers are not a part of the foodservice equipment, and will _� _- in no case be furnished with such equipment. 3. All ir.egral equipment heaters, lights, and other internal .n components (except for walk -in coolers) shall be pre -wired to .J jjuunction boxes or breaker pawls by the foodummice equipment kinw2tu•. r ready for final connection. �\ 1. Diaension shown are from finished building surfaces or center 1 lines of columns or grids. / S. Wort --all stub or sleeve through flow slab to facilitate SR towettion of equipment. where heights are indicated conduit �.( ail ihal'. rise within the Wells with electrical boxes mounted LICE RUN (( CONN. BY P.C. horizontally. - 6. Provide interoonnection .abween appliam;es and accessories '(i.e. NOTE: 1NESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY, S OLS SHOW ROUGH-IN LOCATIONS_( AND /OR APPROXIMATE POINTS OF CONNECTION. -� kFFER TO KITCHEN CONTRACTOR'S DRAWINGS FOR ADDITIONAL INFORMATION. disposers) by electricim. unless otherwise noted. 7. verify with Owner. equipment furnished tg, purveyor or Moor fo• -u 1 specification and requirements. 1J 8. Fan switches furnished and installed by electrical contractor =� and wired to solenoids ad fan rotors, ' - 1 9. 1 All paedstaA and floor outlets shall be weterproof. 10. glectrkai contractor shall 'Install and/or interconnect light Yom/ fixtures, switches. temperature alarm thermostats, raw { U wve.,j +ts and solenoids furnished by the welt -Is cooler/ fr«•�l contractor or Mrfewatien contractor. i 11. Electr ical contractor shall provide and lastrim.icoduit and '/Z + Vii' fonds ton as required, run in crawl s«ce above: Welk -in �) Z 'roan urine 'EYS" seal offs at penetration isles and to recsauible for prow sealime of each hole. 12. For additional information re«rdim foodservice equipment _lh?� _ i and /o type or method of utility connection, refer to the I� i- - mauo..,cturer's specifics; on shent in the foodsarvi.r equipment broc.we provided by the aitchrn equipment contracts. , 13. Electrician to connect 120111 control circuits from macro- switches or relays on cylinder mounts of the fire protection ii stems to U.S. approved solenoid gas valves Provided and instu -d by plumber. Refer to manufacturer's technical data. 14. Electrician to connect 120V control circuits from micro - switches or relays on cylinder mounts of the fire protection systems to the lower shut -off devices on the protected item of electrical v r•v L cooling equipment. Refer, to manufacturer's technical data. 15 This drawing is for equipment furnished by the kitchen equipment contractor only, refer to Architect's electrical drawings for other equipment. t%1'id,�G✓�111�!�lf! IV -- -- - �!<����I I�Ak - ' - 1. All work to Conform with apPlic"116 cod" 6011 regulations. Alf piping shall stub or sleeve through-floor slab to facilitate WASTE connection of equtpmeak. Where heights are Indicated. piping o- stall rise within wells and stub out horizontally at said INDIRECT WASTE heights. 3. Dimensions shown are free finis building surfaces or _� _- _tenter 11wa of tolme« on g"-ir s0. ' -- 6. Sr«se craps are. mot a part of the foodservice equipment. FD Plumber to verify size and location and eeerdirate this work with the titchom equipment contractor. W 9 - 5. 7Z, N on all foodservice aquioment by Plumber. iz Provide interconnection between appliances Ad stems., « SR disposers) by pl~. aml «s rtherwi« n d. _ 7- Plumber to furnish and install 120v u.L. approved solvwiO LICE RUN (( CONN. BY P.C. pa fuel shut -off to those pIF t e s profatfad pretocct i" systems. p'oher connection NOTE: 1NESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY, S OLS SHOW ROUGH-IN LOCATIONS_( AND /OR APPROXIMATE POINTS OF CONNECTION. -� kFFER TO KITCHEN CONTRACTOR'S DRAWINGS FOR ADDITIONAL INFORMATION. ' � 1 ' +►rpm 1 %2- water lines from the control panel to the various hods by +Ia1 . g. "ecnamcal to provide sufficient air for operation of air ' - - - - ��� ��� W 2 1 yJ • (iYI�I�� �� iJ t� _^ - For additional inforaation regarding foodservice equipment - - j�' '/Z + Vii' �) Z _lh?� _ i G1�Jt.JV�i'I'IDi.I O�J1it.1 I� i- - �ij�j +� - 2) I' �o/n v r•v L V/4 �1- 1 41A- '!t'I_I<Yi ---rdre _ - R .IA - - - Ip - r - �. I�� �il��i P- ISO- t�G�(iorJ ✓Y�?. ,i�J 1 �� �vl �)_ los_ - - - -10 1-0y Mlle :ap �- V1a VITO �11�# i - 'l71!',lNiw�`✓�t�t�1 2�0 1 1yllp �Z 'l� {�� -- - - - - �/�- ._. -�h. - - - - - - - -- - - - - �°i -ICJ +I - �j17o - I�I1'I 2 /.,AM o - -- M I's " 2 AAG io i Vjl�j M ZP 1- . A V" 6JA 0t-Y -Mel 1- t'''M "'r.e"gzi Z> i�IZZ , 1vri� a� �(AI� L•� - - - 1�2vj GDD1.r. I Ih 1 I/All - - -- i �/y tn�t�C'/ V -1� -{ fa - /..�4�{ - - ♦� -I�LIf { I 'W ( {lls��ssi� �fJ�♦' I 'j, - - - - -- - - - -- - -- - - -- - -- - -- - //jr+1fYV1�11�'- I moP Ali iiIoi"l l�Zil y�11 2' (�r;lAito lv/ 10 Q vi n�Y x,44. - -' V�29 I s9.r1�LYIN�1• ��'(�hjAl�r✓i I- _ ,-,,: _ wed - �.�. - - _ - -• -- -_= = -- -_ ____ ,o' - ��Z YI D I 411J V1 LA *f I L, I f -( %2'_I w t. I - I'�Z' + I& - V1 P4 I •I.1U? \VA LLB 6"A, * I H t'r Y1sl�J I' �JI 1�jY� Pi GONI i'(� ,�)fI1 hl.G. 1 I A• - +_tLe! _1719 -- -- - -- -- -- -- - -- - - - -- - -IJ 111/_V - vGIC_1 - _r�Y - -'Vi -- - - - - _ MECHANICAL NOTES 1. All work to Conform with apPlic"116 cod" 6011 regulations. 2. piping shall stub or sleeve through-floor slab to facilitate WASTE connection of equtpmeak. Where heights are Indicated. piping o- stall rise within wells and stub out horizontally at said INDIRECT WASTE heights. 3. Dimensions shown are free finis building surfaces or _� _- _tenter 11wa of tolme« on g"-ir s0. ' -- 6. Sr«se craps are. mot a part of the foodservice equipment. FD Plumber to verify size and location and eeerdirate this work with the titchom equipment contractor. W 9 - 5. Final connection from rough-In to Water w drain connection N on all foodservice aquioment by Plumber. �y1 6. Provide interconnection between appliances Ad stems., « SR disposers) by pl~. aml «s rtherwi« n d. _ 7- Plumber to furnish and install 120v u.L. approved solvwiO LICE RUN (( CONN. BY P.C. pa fuel shut -off to those pIF t e s profatfad pretocct i" systems. p'oher connection NOTE: 1NESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY, S OLS SHOW ROUGH-IN LOCATIONS_( AND /OR APPROXIMATE POINTS OF CONNECTION. -� kFFER TO KITCHEN CONTRACTOR'S DRAWINGS FOR ADDITIONAL INFORMATION. by electrician. 8- Exhaust ventilator, hod drain lines and interconnection of water lines from the control panel to the various hods by the plumper. For information refer to the drawing g. "ecnamcal to provide sufficient air for operation of air cooled walk -in and remote foodservies equipmnmt condensing - units (1000 cFN per hor sepower). 10. Nec anical contractor to supply all exhaust system duct work for exhaust hoods, including VMI air systee duct work if _^ required. For additional inforaation regarding foodservice equipment ad /or type or method of utility connection• refer to the V nufacturer's specification sheet to the foodservice equip- ma -meet brochure provided by the kitchen equipment contractor - 12- Had sinks, nap sinks, and hose bibbs. where noted, are not a part of the foodservice equipment and shall be furnished and installed by the pluaier. unless otherwise noted. 13 Floor to slope 1 14• to floor Omits, floor sinks and floor drain troughs. Slope in It' wadi« around the floor drains and floor sinks. 10 All floor sinks indicated to be flush with finished floor. if this does not comply with local codes, notify DO158S �ASSO. immediately. 16. -his drawing is for equipment furnished by the kitchen equip- ment contractor only; refe, to architectural /eagineering drawings for additional talenution. - MECHAN I CAL CODE - HW /CW HOT WATER/COLD WATER 0 WASTE DIRECT WASTE o- IN INDIRECT WASTE ® FS FLOOR SINK ® FS FLOOR SINK W /HALF GRATE ® FD FLOOR DRAIN FFD FUNNEL FLOOR DRAIN 9 6 GAS e SS STEAM SUPPLY 0 SR STEAM RETURN -- LICE RUN (( CONN. BY P.C. EXHAUST DUCT NOTE: 1NESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY, S OLS SHOW ROUGH-IN LOCATIONS_( AND /OR APPROXIMATE POINTS OF CONNECTION. -� kFFER TO KITCHEN CONTRACTOR'S DRAWINGS FOR ADDITIONAL INFORMATION. - L 3� The Miller /#lull flak Room220 Mar "Mile "Western Seaitlexaih14on 98104 = Telephone, .- 206.682.6837 H.K, KIM EN6INEE S' 612 Bellevue Why, Suite *202 Bellevue, WA 98t I (206)454 - 9426 ;= _ -r MECHANICAL- ;.y ;..'wa, D.W. THOMSON y- : 1932 first Avery ` Suite "211 � Seattle, W,4 (206)443-.344;4"' , ELECTRICAL :'- ATKINSON ASS66-40 754.6artleld Seattle, WA, 9$`1 ``1;: (206)283 -2852' ".: Al ;a(rx CIVIL ROSEWATER EN k 1932 first Ave ' Suite "711 Seattle, WA, 98'i (206) - # y+a6 i Si +� '.pale •• -`a PORT h ; TOWNSEND` _ COMMUNITY CENTER ={a 1. i rJR�it�IVIGr: G01�1)�II'f0 �`�'� � O t _ _ �� �_ �5s i Kj2 V1? V1?3 V124 69 Y1g NOTICE I ens are sAprovej excepting airy orrors wromfgalona. All peen krope flon in conformance wUh a lz 14 OppllceW6 I odes and regulations yj Rpm (i Q PPP E uq' -E OalA Data: �f G OliFi 19 dt Pe7mitNs - B9. Building Official z: CITY 0 F PORT 1-OWNSEN6 FAT S KITCHEN - PLAN 8( ` SCHEDULES -, r:��Ul�ine:'lJT' �AYD>.[ i F000 6 £FVEchAGE FAC1LMEIS 1t� �y�/++.ha,� PLANNING 6 DESIGN CONSULTANTS JW � '� ©NSr DOGUIVl �iy7 I=B AVE EAST. SEATTLE, Wl, 9181 '1 i 3eA -SMA9 /t VG IS- T- 29t,,- e w I rl" z"' I�itaGlh r✓I/��171���j r'II�rN \ \ /A�✓r�jl� G✓/f;A�i I'T I-T � /,'\ M 1 A I TPo►1\ w 1;;e? �;v1j, 1 1 OI Ail \ _0 I \ 0 r1jUiI���7ry II. 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U-rl w jT f 1aI Ih �V" a,' I: 101 OV i I 1,0"q ;✓' Ivd I II - -- IZ - -- I �✓.� %Ga! �1��I I�� /n �I Zy I Tern wi 21 GI��AI� rJl�✓tk(l��%!.� VIIr�i6j !..r 0r / PlixtJ6,j \\//eVvr,- G /iNV, rJ I- IG\IJIl6j�Nl�1 %✓ G�it��l�rNIGI V1eA I - TrinI -I ✓J 1-fI�oin WIC{ ITr;. /A IAi �I U11 l�iil!- I/, \U/i,!'� UOr'� (�AUGtiil<</ -'i�-� f�✓2�1' A/iG Fil�/� �Al�l �ilr I%v rjj �I D ✓ -.r Fi 1�I ICJ Iy,✓ - - r'>z1Ai� �K�I��\�r� Ay���n�i,Y I IJ/vU (,AI -f r-) \VAI,L Ll 111 I - -- \. - — - - - -- - - -- — — — -- C— — .. -- 0 - - -- — ' + , I � 11 L �I I i — -- - - t -- IF IT GI��AI� rJl�✓tk(l��%!.� VIIr�i6j !..r 0r / PlixtJ6,j \\//eVvr,- G /iNV, rJ I- IG\IJIl6j�Nl�1 %✓ G�it��l�rNIGI V1eA I - TrinI -I ✓J 1-fI�oin WIC{ ITr;. /A IAi bn VII A/iG Fil�/� �Al�l �ilr I%v rjj �I D ✓ -.r Fi 1�I ICJ Iy,✓ - - r'>z1Ai� �K�I��\�r� Ay���n�i,Y � ✓�� up a I��V��✓ I � LA V1 e? 1. �I IG� IUD �I III r -T- —I r 7� � P. Yom% , I�IfJIIfr��rf�; (��(��� \V1G,jC✓ r.11j�•'F --�t� l`Vf"%�1 � tit? I�Jti'r�j N 1 II 0-69 iv- I ' G✓ I T I'.7 I �:� I�a'G✓ r�I FBI "� \ _ I �v r- /1t'jIKI , 1-7vli.r a II ✓H i rj \vj\4;W'Kl I' 1 r. //\ WI I �/ I'rC //� I ,� I'(r� ll\ 1-1 '-r I -lo Id i! Ii,�ll I 1 IOII II I I �1) MIL 1 2 i >rJ O I IJ V) , 15 laA I 2 -U l/J�L��1rJ �f l N I�'1 ' UP 'T I L' I' `/ �i nfflow The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE' Suite *202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite x211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue Suite *711 Seattle, WA 98101 (206)- da'fC:' ; �rirF:-- E�'I� T� o��i�I- II- 1"�;�Y`� rr1�rA \�Il�lr�,�✓ X164\ 142 r.IoV f:�ilyi /AI VL\VUi0iV1 �P��I �IGA'(1�rJ�✓, �It�lr` ✓I���✓ � l.�/��rt%�VG\I�1�i, Pei � \/I/v I % r.) PORT TOWNSEND COMMUNITY CENTER NOTICE: Plans are approved excepting any errors or o nissions. All work must pass Inepectior, in conformance with all *#icable codd e and reguiatlons. AP V D Date. C permit No, z a 6y: u ding Offidai CITY OF FORT TOWNSFNn KITCHEN ELEVATIONS B DETAILS K. 2 FOOD 6 BEVERAGE FACILITIES Sn' PLANNING 6 DESIGN CONSULTANTS CONST DOCUMENTS 1541,$IXTEENTH AVE EAST SEATTLE. WA 58112 1 AUGUST 29,1989 I 5¢ 8 °XB�s7"� TS/_ • t¢J 3 - F II ! V/N / T1 7YP + I 1 _ ,bear wey ¢ s<o �x�coL )j 12. ����s — —► s/ r / J si ). \iv5 i� A - q j u , i - - - !1 - - - mssEC- 7 /o/y' zw e_ %' /54tox, 77B 17Y� /a> L # �] Ustev `° I I � I � � �� t➢ � ` �4i L J �� �w 3 \I.I I lli 11 r r 1 � tt __ 11 L Ti I e� %per 5� 5'cp G✓.bj/ LfE /�ja/�GY o r� ExPi !✓�[L6 a-yo /n a� !✓nCLb cuss /yyo7� 06 e w�L.. ,o /� /oa'P'o,a.. 7 .>W906 Aww". .CaF� �f¢cf1. GY.t� J�'MExK3 /o�5. ' 8'x 8 caL Std C,B6t3 i l - i -Z -� - . 1 �S C Z I O /N' /,l - p L ,d I I � III i T i 0 i - - - -- -- !- /A� - �SEC7�lonl �„ /�'x6d3�u0�'/6d I 5/ h moo, wb y � Imo• _ -G _C h s�C 7 #3XGlo�/ �'� a /4i46xB"G,� �gZ %o.e -, _I � rJ TY /O EC✓ fp X6 /C:C1�. P,.466 /i10Loob d e _ (D n1 AIW 2 I/t 1,Z01 9- - 18'X�pL/N7s/ .�f3Ti�s n /2 /i 1 `5zEC7 /O/� "lJ" ��GY .�+•vo /nom Y7 �% O /N/ ',rdL r Efttfl' The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 !STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way,NE Suite *202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL f D.W.THOMSON 1932 First Avenue Suite *211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKIN50N ASSOCIATES 754 Garfleld Seattle, WA 98109 (206)283 -2852 CIVIL'" ° ROSEWATER ENGINEERING` 1932 First A venue Suite =711 Seattle, WA 96101 (206). 1 . PORT TOW NSEND COMMUNITY CENTER NOT, Pleas ni ionro pll Work i ee10 A�O� 9F01oi � - nny errors or omFc • Z�� ectton rr canto" sseONAL� pass tnsR i�x/2ri�L✓N7,�,/ -- — - — 0 OF 6 VE Z7, / ' ) �a Tics F /2 �A Date: Building official CITY OF r ORTTOWNSEND LOWE L PLAN S.1 I �5 � C 7 ON CONST. DOCUMENTS AUGUST 29, 1989 - j u fp X6 /C:C1�. P,.466 /i10Loob d e _ (D n1 AIW 2 I/t 1,Z01 9- - 18'X�pL/N7s/ .�f3Ti�s n /2 /i 1 `5zEC7 /O/� "lJ" ��GY .�+•vo /nom Y7 �% O /N/ ',rdL r Efttfl' The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 !STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way,NE Suite *202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL f D.W.THOMSON 1932 First Avenue Suite *211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKIN50N ASSOCIATES 754 Garfleld Seattle, WA 98109 (206)283 -2852 CIVIL'" ° ROSEWATER ENGINEERING` 1932 First A venue Suite =711 Seattle, WA 96101 (206). 1 . PORT TOW NSEND COMMUNITY CENTER NOT, Pleas ni ionro pll Work i ee10 A�O� 9F01oi � - nny errors or omFc • Z�� ectton rr canto" sseONAL� pass tnsR i�x/2ri�L✓N7,�,/ -- — - — 0 OF 6 VE Z7, / ' ) �a Tics F /2 �A Date: Building official CITY OF r ORTTOWNSEND LOWE L PLAN S.1 I �5 � C 7 ON CONST. DOCUMENTS AUGUST 29, 1989 - AIW 2 I/t 1,Z01 9- - 18'X�pL/N7s/ .�f3Ti�s n /2 /i 1 `5zEC7 /O/� "lJ" ��GY .�+•vo /nom Y7 �% O /N/ ',rdL r Efttfl' The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 !STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way,NE Suite *202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL f D.W.THOMSON 1932 First Avenue Suite *211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKIN50N ASSOCIATES 754 Garfleld Seattle, WA 98109 (206)283 -2852 CIVIL'" ° ROSEWATER ENGINEERING` 1932 First A venue Suite =711 Seattle, WA 96101 (206). 1 . PORT TOW NSEND COMMUNITY CENTER NOT, Pleas ni ionro pll Work i ee10 A�O� 9F01oi � - nny errors or omFc • Z�� ectton rr canto" sseONAL� pass tnsR i�x/2ri�L✓N7,�,/ -- — - — 0 OF 6 VE Z7, / ' ) �a Tics F /2 �A Date: Building official CITY OF r ORTTOWNSEND LOWE L PLAN S.1 I �5 � C 7 ON CONST. DOCUMENTS AUGUST 29, 1989 - a P d N� � 0 J�— L 0 L /od �Ym�o, c, aT/ suy 7 WO S ' 2rr /22 / /ryL - i _--rD= 71 — )VI� h r � Lr d=ftL,0- 0- ),� A6oV�, I - — - II I - i a ii J H N wi SHEAR WALL-. All exterior walls, 2x6 stud strong back wall with 1/2" plywood - see section A, B /S4 J, K /S5, and interior walls noted as shear walls are shear walls. For exterior wall with 1/2" plywood, provide l0d @4" o.c. at edges and 10d @12" o.c. along intermediate supports. All edges shall be blocked. For interior walls, provide 1/2" gyp bd. on both sides of stud with 6d Cooler @6" o.c at edges and intermediate supports. Block all edges. For existing interior walls, re -nail gyp bd. as noted above. led >1 2",W- III �r I D�f�E�iSEp 5�0 I I FDfa EHtIzY NWT I 6x6- <✓�9xwzq/✓w,k.s �- ED F � `P rbv V11'1 -I M% 26 2� L4N I� �p h � r- is /2' /¢�x 6 - - 5 WE 9 'J" - s ' _ _6 E C 7 ALE: is /2' /¢�x 6 - - 5 WE 9 �kDDiT /� 6xi Z — f/c/6i2 Tj' - -- ' la�`pLy�eo,o I -- 91/2 I -- 10.�iNyS P /f 2' /D, G. d,ZoZe ' 4i , z" — LL i F ' I V -- �S �5 C7 10/-/ IrL' � E B /�a" variFY /1- '11 ir lo' /X /off/ cc�L. C7 / Or/ p4" Ae C-7 / C)/"N/ 6'xe' /c�aL. 1 F r qW7 � I /2(i'x22'/�dgL a � $ I' r Aas' �J ,�cT sr40V /,mot 1�W/z6 Kai The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building ` 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 �5 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 2202 Bellevue, WA 98004 X206)454 -9426 MECHANICAL r U.W.THOMSON 1932 First Avenue Suite "211 - Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283-2852 CIVIL' ROSEWATER ENGINEERING, 1932 First Avenue Suite *711 Seattle, WA 98101' (206) PORT TOWNSEND COMMUNITY CENTER NOTICE: Plane cru cpproved axes Ping any errors or omissions. All work I nuSt JYr T� --- pass inspection in conformance With all / N G K � app►fesbia codes and regulations !v �f WASyf Date, r O I.� PelmftNo: is OoE sTEn ���ld By: cs�JNAL ��`>>Il .4` Building Official %w�•d�� CITY OF PORT TOWNS EAWR - - B, 7't'w 7y ?¢'�"' "�' MAIN LEVEL 6'X e" PLAN `S G Ohl s.2 Sc�Gr; /a" /aN CONST. DOCUMENTS AUGUST 29, 1989_ xt, 6TH/' u ae �kDDiT /� 6xi Z — f/c/6i2 Tj' - -- ' la�`pLy�eo,o I -- 91/2 I -- 10.�iNyS P /f 2' /D, G. d,ZoZe ' 4i , z" — LL i F ' I V -- �S �5 C7 10/-/ IrL' � E B /�a" variFY /1- '11 ir lo' /X /off/ cc�L. C7 / Or/ p4" Ae C-7 / C)/"N/ 6'xe' /c�aL. 1 F r qW7 � I /2(i'x22'/�dgL a � $ I' r Aas' �J ,�cT sr40V /,mot 1�W/z6 Kai The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building ` 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 �5 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 2202 Bellevue, WA 98004 X206)454 -9426 MECHANICAL r U.W.THOMSON 1932 First Avenue Suite "211 - Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283-2852 CIVIL' ROSEWATER ENGINEERING, 1932 First Avenue Suite *711 Seattle, WA 98101' (206) PORT TOWNSEND COMMUNITY CENTER NOTICE: Plane cru cpproved axes Ping any errors or omissions. All work I nuSt JYr T� --- pass inspection in conformance With all / N G K � app►fesbia codes and regulations !v �f WASyf Date, r O I.� PelmftNo: is OoE sTEn ���ld By: cs�JNAL ��`>>Il .4` Building Official %w�•d�� CITY OF PORT TOWNS EAWR - - B, 7't'w 7y ?¢'�"' "�' MAIN LEVEL 6'X e" PLAN `S G Ohl s.2 Sc�Gr; /a" /aN CONST. DOCUMENTS AUGUST 29, 1989_ xt, a 4 • EL /39 30' T - - - - -- - Xb� / /�i�+ Hd P 1dT ✓z3sX gw �J E-C7 /ON 2c .7 1--'�I ALE VZ 71oN 7 ✓i -- l� C% 614/ n n �1 /a6.5o �II /a -t 9— A16' Pd¢/ /D. e,, �0} /6dl�.eoF \�I Gg:�4ze; q1411=12.0,11 I -- & /4Y� '&off /6ir I °c� �VZ 35X �T2 %�� � -7.IZ , oo i �1 e `51 ;E7 C 7 / O C% 614/ n n �1 /a6.5o �II /a -t 9— A16' Pd¢/ /D. e,, �0} /6dl�.eoF \�I Gg:�4ze; q1411=12.0,11 I -- & /4Y� '&off /6ir ■I "I� X/5 /AV- L 6zE-C7 D �cG6 41114rLS /1'vT sy6wi✓ `5 LC7 / ON 4 S,Ez� ii$ /53� L -�4LE; �ctii�lo'r �T� /[fi N07 6f/ga./r� C z / O N I _ � 6EC7�:�1s•� Hvw�,6i�s x'07 — L1 coN 3/yv� lzo `S g G 7 6�JLE : ,� /dpi rzJ .v �I r I rM al NOTICE Plans are approved except any errors or omissions. All work m pass inspection in contormance with applfcowe codes and regulations. F OV Date. 0 hermit No: O - Building (? mal CITY Or' PORT TOWNIS'A''� n The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL � N.K. KIM ENGINEERS 612 Bellevue Way NE Suite *202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite *211 . Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfleld Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING-_I 1932 First Avenue Suite *711 A Seattle, WA 98101 ; 1206) PORT TOWNSEND COMMUNITY CENTER J. s f E `ROOF PLAN S.3 CONST DOCUMENTS AUGUST 2'9, 1989 I �S�c7 /off °c� b , oo i �1 e ■I "I� X/5 /AV- L 6zE-C7 D �cG6 41114rLS /1'vT sy6wi✓ `5 LC7 / ON 4 S,Ez� ii$ /53� L -�4LE; �ctii�lo'r �T� /[fi N07 6f/ga./r� C z / O N I _ � 6EC7�:�1s•� Hvw�,6i�s x'07 — L1 coN 3/yv� lzo `S g G 7 6�JLE : ,� /dpi rzJ .v �I r I rM al NOTICE Plans are approved except any errors or omissions. All work m pass inspection in contormance with applfcowe codes and regulations. F OV Date. 0 hermit No: O - Building (? mal CITY Or' PORT TOWNIS'A''� n The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL � N.K. KIM ENGINEERS 612 Bellevue Way NE Suite *202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite *211 . Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfleld Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING-_I 1932 First Avenue Suite *711 A Seattle, WA 98101 ; 1206) PORT TOWNSEND COMMUNITY CENTER J. s f E `ROOF PLAN S.3 CONST DOCUMENTS AUGUST 2'9, 1989 OI -- I I grG�rd.7il7' . - ue� 4 z p &)l P i �r G .. GIE Tee eae - rt2_ovT aao, ti !v e /VO,G C7L - Mv.so.+r2Y �.oLL r�X II I S�G7 /0 /`� 6�LE: �gayto� /p Q�T,O /Lb T7-e!O�- rIG4�1 _4 2 / I ' % T. `SEC7 ion! '' �� one �" .sEC7 /o/Y /crr 11 i �2.�urV, / ND � P //✓T aye: ,d4r,� ate, s I ' ! ' t�� l� .✓�woT,�rr t I - Z&eov Ak" 1 I �r 2•'//¢'i�M•b Y 5l¢r/,,1o6? -ce ac;z B/Sr E+1r ouryTH �1 1* V / Ae F � �— fir' "r!✓,pI.L i �, i1 (;k : /A,(yloa `I - /A--*& --*v 70 6'� Al=dr - �y6t I x /0 7 /^/q P i I i � I wiVC� � —sje r I i GbUijL6JjULLr� l ((,�, I n 4 L 0iS - %0s (2 /e/v, c "� /lrlk¢n4Q 2'r — i' � /�Lys.�ce�. -io k/,p,G.L. ,GG .SOT � / /pL)'!✓ao,0 e7Ua P/6 I `5EC7 O/N/ cJ�6E ,C1Pr� lJi�rj,�ilL. fir¢ 7AW4I r5 i ' L lip) 6 5C7 / oN Jr2711 / I, /p / /,� ,bava -S� 2 S 7 Drs ,5�ECZ ON p X/O 10 re 6� r3,�cf/, 6c+vLE ; r/a iia, o.y Pre - fabricated Joist: Pre-fabricated roof joist shall be designed and fabricated by an ICBO certified fabricator. Provide complete engineer- ing and detailing of joists to be- compatible with the design concept. Floor joists should be designed for mini- mum of dead load 20 psf and live load 100 psf, roof joists for 20 psf dead load and 25 psf live load. Submit the shop /design drawings and design calculations for review and approval. Submit the design /shop drawings to the Building Department after structural engineer of record's review and approval. Shop drawings shall show all necessary bridgings, blockings, clips and others as required for installation and performance of trusses. All submittals shall be stam- ped and signed by a structural engineer licensed in the State of Washington. S T R U C T U R A L N O T E S I Code: Uniform Building Code 1985 Design Live Loads: Roof @ 25 psf The Miller/ Null Partnership Floor @ 100 psf - public area Architecture and Planning @ 70 psf - private area Wind @ 20 psf(90 mph, exposure B) Room220MaritimeBuilding Seismic @ UBC Zone 3 with K =1.00, I =1.00 soil bearing @ 3,000 psf as recommended by 911 Western Avenue GeoEngineers, Inc. Seattle, Washington 1 Design Criteria: Existing structures are upgraded for lateral loads by strengthening roof diaphragm and shear walls to meet the Telephone current Code. 206.682.6837 Special Notes: Contractor shall coordinate all dimensions and details between architectural and structural drawings prior to 2/� commencing work. Should there be any conflicts, notify architect for clarification. Provide shoring and bracing STRUCTURAL for existing building as well as new construction as required during construction. Systematic shoring of the H,K.KIM ENGINEERS existing building will be required during demolition and 612 Bellevue Way NE maintain shorings until new walls(shear walls) are in Suite X202 place. Shoring shall be designed by structural engineer N / //OL��✓ licensed in the State of Washington. Submit the design Bellevue, calculations and shoring drawings for review. (206)454 -9426 Contractor shall verify all dimensions and details in the area affected by this renovation prior to commencing work. MECHANICAL Documents are prepared based on the field observation of built D.W THOMSON the existing building. No existing drawings, as or design drawings, were available. 1932 First Avenue After removal of existing roofing materials, contractor Suite "1211 shall allow time for architect's representative to review Seattle WA 981ol and inspect existing roof members for dry rot. Contractor shall provide unit prices for replacement of (206)443 -3444 dry -rot roof deck, joist and beam. See specification for additional requirements. ELECTRICAL ATKINSON ASSOCIATES Site Preparation and Earthwork: Site preparation and earthwork shall be performed in 754 Garfield accordance with the recommendation made by GeoEngineers, 'Seattle, WA 98109 including bearing surface preparation for all footings and (206)283 -2852 slab on grade. Earthwork shall be observed by Geo- Engineers. Do not pour slab or footing without inspection and approval from inspector. A copy of geotechnical CIVIL report should be maintanined at the site throughout the ROSEWATER ENGINEERING'},"; earthwork period. 1932 First Avenue " Suite "1711 Concrete: Concrete shall have a minimum strength of 3,000 psi( 5 1/2 Seattle, WA 98101 sacks per cubic yard of concrete minimum) at 28 days. (206) Limit the water cement ratio to 0.5. Concrete work shall be performed in accordance with ACI 301 "Specification for Structural Concrete for Buildings ". Submit the mix design for review and approval. �XBr'CcL Cc /o6 70� �� / � a � for slab on grade shall meet ASTM A185. Splicing and detailings of re -bars shall be in accordance with ACI 318 "Building Code" and ACI 315 "Detailing Manual ".Provide matching corner bars and dowels for all wall and footing corners and intersections. $ Concrete Cover: Footing : 3" at bottom, 2" at sides 'I mar- 5_ plinth 2" clear Wall : centered unless detailed Others : see details. Plywood: Plywood shall be structural II grade or CDX meeting UBC 25- 9. All plywood shall have an APA stamp and index 32/16 for 1/2" and 5/8" for new roof, floor diaphragm overlay and i i new shear walls. Provide minimum nailings for all sheat- h7i eerrr:. ��6j � � supports for new roof overlays unless noted otherwise. For PORT k TOW NSEN D edges and 12d @12" o.c. each way in field. COMMUNITY A/) /1 / �ys/� 6a4� L — � v I'I L dSCT, sSt`!��C 2 1Ix joist : DF #1 fb =1,750 psi Tf1/2u 6xrd /�b5 2" and 3" plates : DF #1 fb =1,500 psi 06 %0 /L5 -/07 c�jOWil� 6 11x beam : DF #1 fb =1,350 psi Ta -1 1 Post : DF #1 fc =1,000 psi PDl2 DETd/� Stud : DF #2 fb =1,450 psi or better CcnC, G✓,OL.L � l dance with UBC Table 25Q. All plates and ledgers in contact NO Nod sNON with concrete shall be treated. Provide hangers and 817Y errors or omissions. All work must anchors as required for joists and beams. Hangers and pas I Inspections cornrc•,x -- with alp anchors shall be Simpson Strong Ties or equal certified by appicetcc ICBO and approved by architect. Provide washers for all 6 5C7 / oN Jr2711 / I, /p / /,� ,bava -S� 2 S 7 Drs ,5�ECZ ON p X/O 10 re 6� r3,�cf/, 6c+vLE ; r/a iia, o.y Pre - fabricated Joist: Pre-fabricated roof joist shall be designed and fabricated by an ICBO certified fabricator. Provide complete engineer- ing and detailing of joists to be- compatible with the design concept. Floor joists should be designed for mini- mum of dead load 20 psf and live load 100 psf, roof joists for 20 psf dead load and 25 psf live load. Submit the shop /design drawings and design calculations for review and approval. Submit the design /shop drawings to the Building Department after structural engineer of record's review and approval. Shop drawings shall show all necessary bridgings, blockings, clips and others as required for installation and performance of trusses. All submittals shall be stam- ped and signed by a structural engineer licensed in the State of Washington. S T R U C T U R A L N O T E S I Code: Uniform Building Code 1985 Design Live Loads: Roof @ 25 psf The Miller/ Null Partnership Floor @ 100 psf - public area Architecture and Planning @ 70 psf - private area Wind @ 20 psf(90 mph, exposure B) Room220MaritimeBuilding Seismic @ UBC Zone 3 with K =1.00, I =1.00 soil bearing @ 3,000 psf as recommended by 911 Western Avenue GeoEngineers, Inc. Seattle, Washington 98104 Design Criteria: Existing structures are upgraded for lateral loads by strengthening roof diaphragm and shear walls to meet the Telephone current Code. 206.682.6837 Special Notes: Contractor shall coordinate all dimensions and details between architectural and structural drawings prior to commencing work. Should there be any conflicts, notify architect for clarification. Provide shoring and bracing STRUCTURAL for existing building as well as new construction as required during construction. Systematic shoring of the H,K.KIM ENGINEERS existing building will be required during demolition and 612 Bellevue Way NE maintain shorings until new walls(shear walls) are in Suite X202 place. Shoring shall be designed by structural engineer WA 98004 licensed in the State of Washington. Submit the design Bellevue, calculations and shoring drawings for review. (206)454 -9426 Contractor shall verify all dimensions and details in the area affected by this renovation prior to commencing work. MECHANICAL Documents are prepared based on the field observation of built D.W THOMSON the existing building. No existing drawings, as or design drawings, were available. 1932 First Avenue After removal of existing roofing materials, contractor Suite "1211 shall allow time for architect's representative to review Seattle WA 981ol and inspect existing roof members for dry rot. Contractor shall provide unit prices for replacement of (206)443 -3444 dry -rot roof deck, joist and beam. See specification for additional requirements. ELECTRICAL ATKINSON ASSOCIATES Site Preparation and Earthwork: Site preparation and earthwork shall be performed in 754 Garfield accordance with the recommendation made by GeoEngineers, 'Seattle, WA 98109 including bearing surface preparation for all footings and (206)283 -2852 slab on grade. Earthwork shall be observed by Geo- Engineers. Do not pour slab or footing without inspection and approval from inspector. A copy of geotechnical CIVIL report should be maintanined at the site throughout the ROSEWATER ENGINEERING'},"; earthwork period. 1932 First Avenue " Suite "1711 Concrete: Concrete shall have a minimum strength of 3,000 psi( 5 1/2 Seattle, WA 98101 sacks per cubic yard of concrete minimum) at 28 days. (206) Limit the water cement ratio to 0.5. Concrete work shall be performed in accordance with ACI 301 "Specification for Structural Concrete for Buildings ". Submit the mix design for review and approval. Reinforcing Bars: All re -bars shall meet ASTM A615 grade 60 except ties, stirrups and dowels which shall meet grade 40. Wire mesh for slab on grade shall meet ASTM A185. Splicing and detailings of re -bars shall be in accordance with ACI 318 "Building Code" and ACI 315 "Detailing Manual ".Provide matching corner bars and dowels for all wall and footing corners and intersections. Concrete Cover: Footing : 3" at bottom, 2" at sides Slab : 1" clear at bottom plinth 2" clear Wall : centered unless detailed Others : see details. Plywood: Plywood shall be structural II grade or CDX meeting UBC 25- 9. All plywood shall have an APA stamp and index 32/16 for 1/2" and 5/8" for new roof, floor diaphragm overlay and new shear walls. Provide minimum nailings for all sheat- hings with 12d @411o.c. at edges and 12d @10" o.c. at interme- diate supports for floor and 12d @12" o.c. at intermediate supports for new roof overlays unless noted otherwise. For PORT overlay plywood over existing deck, provide 12d @4" o.c. at TOW NSEN D edges and 12d @12" o.c. each way in field. COMMUNITY Framing Lumber: CENTER All framing and misc. lumbers shall conform to WCLB grading and dressing rules: 2 1Ix joist : DF #1 fb =1,750 psi ` 2" and 3" plates : DF #1 fb =1,500 psi 4 11x beam : DF #1 fb =1,500 psi 6 11x beam : DF #1 fb =1,350 psi Post : DF #1 fc =1,000 psi Stud : DF #2 fb =1,450 psi or better Unless noted otherwise, provide minimum nailings in accor- dance with UBC Table 25Q. All plates and ledgers in contact NO 70& P /anaareapprovedexcepting with concrete shall be treated. Provide hangers and 817Y errors or omissions. All work must anchors as required for joists and beams. Hangers and pas I Inspections cornrc•,x -- with alp anchors shall be Simpson Strong Ties or equal certified by appicetcc ICBO and approved by architect. Provide washers for all bolts in contact with wood members. Bolts shall be instal -; -1 led in accordance with UBC 25 -17. I AEaP VE Glue- Laminated Beam: I Glue- laminated beams shall be fabricated by an ICBO certi- fied fabricator and in accordance with UBC 25 -10 and 25 -11- 79. Members shall be DF Combination 24F -V4 for beams with wildingQfficial an allowable stress of 2,400 psi. CITY FPORTTOW ` <cND Structural and Misc. Steel: fy =36.0 Structural and Misc. steel shall meet ASTM A36 with ksi. Shop and field weldings shall be performed by WABO certified welders, and in accordance with AWS D1.1 -80 and AISC. All weldings shall be inspected visually or magnetic particle testing. Fabrication and erection shall be in Use E70KX electrodes 9Gr 8 �6 accordance with AISC specification. unless noted otherwise. Provide misc. connection design Tic` °St�NALENG� and shop drawings for review for misc. connection details not shown. Bolts shall be machine bolts meeting ASTM A307 as noted on the drawing. All bolts exposed to weather and - ground shall be galvanized. Expansion bolts shall be Para - bolts by USM Co. or an equal meeting ICBO #2350. Grout and Epoxy: Bonding agents shall be 1001LPL for fresh concrete on for DETAILS existing concrete, 1440, 1441 or 1442 epoxy grout dowels by Adhesive Engineering Co. or equal approved by architect. S.4 CONST. DOCUMENTS AUGUST 29,1989 e° a r — 71 /'T� L/ / -'. C'0 t0 °v, e,. /� d fii' llezp5 "7YI � V! aL /D �rl�i.✓c� - P4veo,. -c. 1\ �,S E C 7 1l O A/ A' 5// �Y�vaD �S Ez C? / O /Y / /C„ r caL. �c Srb "T,eE1z/a �,�E dQ�N.DEJD /L -- - 6c�iLfs 3 /¢aq AA-4-1 f/-s /°1-1Yw--114 \\ I ,Ex.or /NAi L aapETc�,yci ,�'pLyr..•�o '/i , 07�Trl2E. LA 1 Ar'oz i wex 14t:y F. t P%L /1Go /r R 6 oni evert w� /6dC=6'/0, a, `S EC7�0/� 'C" iq' / C� �8 "AG • i ,oi a6IV 7�sy �5 �E Cyf�r ,�7C i o nV �r A= �TbiL� NAT 7- ;4, c� T� ��•cy�„r�,o — 2'4r�/' (� /6�0, c• , Tye ILi q¢' s5 L-7 C71 oN 'may Lr�sL.Ei 3/� / /Jlpir /�lLccfc 16 %CSC QvT•O/L5 X07 dyGr'✓/✓ `5 C T a 'A/&'Z1 63rl1,X/s;i "?L X76 I /' kC11(' 20%f, /1�`c6'Rd7vD - �D6'/ �S E C7-1 O N Vz �rT .5�EC7 /ON L" The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL' ; " _•-. . H.K. KIM ENGINEERS 612 Bellevue Way NE Suite x202 Bellevue, WA 98004 (206)454 -9426 F MECHANICAL D.W. THOMSON 1932 First Avenue Suite *211 i Seattle, WA 98101 (206)443 -3444 ' i' ELECTRICAL.I ATKIN50N ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283-2852 CIVIL ROSEWATER ENGINE>rRIN6' 1932 First Avenue Suite *711- Seattle, WA 98101 (206) PORT TOWNSEND COMMUNITY CENTER N077CE., Plans 81 e approved excepting s l r any errors or o l conformance with all peasinspe uletlons applicable codes nd reg PP VE Date: ® _ Peemit No: BY` auDldmg Dtfidel I CITY 1 RORTTOWNSEN°D f N�__ VP � r .o �4 rf DETAILS S.5 CONST. DOCUMENTS AUGUST 29, 1989 MCI EL —� Low ap, LEVEL HWS,l_ PIPING I � I .42-' IJ , Pk- �,IiGH EN 6(H�T IZI'}JIIN- -7(f of Z. K,MC 4 1I*6 S�GTION r I'- I'-flII Ivi 2 O �EGT ON - QI /411.Il--on M I I WALL FIIJ --rU�E RAI7IATIOiV LoUJEP_ 5Y IS.C. PRQJIAi: AIR• -" 'iiG� -I•T GOPIN. . aLANiK -CFF- ADDT L LQUVE>` AREA . 221' MAX. .01MAII W5. 1� 013 c ECTI CN 114 j1 = 1 1 -011 M I sil A MAr a -UP wA-rER GOWNIarcriow. seE 'LwG PLAN pc0z co N, GLIB, F-PFH, �jUILT -UP DUCT EI.L' Lr�LJRE BYG.G -KI TC.{ -1 EN HC%�D 8� CMG. 211 NWR DUCT TO � kiSTALLED W I-i 410Q Jo1sT SAE . coop -D. W1� G.G. —D4-11 u � M pap a UrAm" MIMI EG I - ISG - HNis 9- HW?' PIPING 70 EE IrJ6TALLEz> 4E-, GLC��E 7D THE WALL PFLK nC.b,LLY PSI ELE , ExACT LCG,�TIG L sNgLL 8E SU6JEU77 TD �r�G�iTLT APPRCVD,L PRIOR TO _ INSTALLA•TI(DN, ITYP, ;7�R o.LL 6CPOSED PIPING ) LOWER LEVEL_ N i! 8" -_ I`- 07" X11 WAM Ant v WWI AU- r0MA-rIG AIR VEIQT. �7-(P� ALL VALVF_S �1ALL PE / LGY.A -iE.D WI ?:ill.l 'TME F11.,-TUP1E fAAN(jAL AIR VENTLTYP) GNGLC IIR= G/W ACGEss PANELS �1oHl WALL FIAI,RA'�, 101 - UH TYP. z —r � HWFI- 134(3 RCLAI RTR(iL A-SVE RATED RELIEF VALVE ,SST 4-7 ?4-- SIG P(�VIDE PIPIQ& F2GM RELIEF VALVE. TC:) r-UX R Dew NL . HEATINIG HOT VVATER PIPING '�!.GHEMATIG No- TO SCALE. P�'IDE1K�11 GALV. RF_MC�1✓EAP,-LE W I IZG - ` V ESH G U ARp, Il 0714 — lu i� 4 r��IC�I Lulr ra i 1411 NY1S��WR FIPIUG OF 7C THE NF -4v HEATINKz N THE GYM, SEE V -L FCR C01�-FTINLJ4,71 NI, (ail I I 1 /Z'Ix'/ "�LV_ wl�e �� - Zc;o, -tYP Ur 2. I IGX,(o, iYP FiF 2, i;la L - 2ct7 FO JER j� Kim I up I / I T I I/A C1 I I H.S. CLASSROOM i 1 1211 0) 0)9 � d- i F I (A 'B �I 'I { V G/ VID - — o l &x.5 4 TYP•GF2, � t - - - - - —_ I TEN DROP-IN 055 /z l 11u 0 TO PF- I AND THE. Z T ✓AUTO- tAPP I g'' Zu I 0i0) 30C I a 3D 1 , GH 7 °-� °_i_ - 7n� "STO_ 0077 rj r�Z& xe . -7,7 L Zz 7 H.S.OFFICE =L . T- C,ril }C9 rz 1 �Hi L.3•.Y�. UNWOR I' R111 211 n va adi 1 YZ11 I�E H VlsG L.�G F ND WXD IRGTANrUTAR DUCT HWS H7T WA-TPz e:JFPL I W I DTI-I x DEPTH 01) — HV.112 — — Her WA7E2 x 1 SUPPI -� A 112 I%L -,T. ge:rUIZO PLA IT! VI EW UP t Z441 PiPIrJG 1:LP.cY,! - �� F-XHAL6T AIR DUC,7 UP, DN., SIDE, PLAN VIEW U1`4 D�,L, - T� IZETUQN AIR PJGT UP PN. 91tE. PLAN VIEW uPw DIJ, GATE VALVE FLEX Cowl Tq EGIUIPI`��}JT —D'Q GLOBE VALVE VOLUMIE [AMPEIZ ,v SWIN[a GHF3%{L VLV. COI - GIRGUI- T- eS-r7ER FOUND D(JCT —III _ UNICNI PIA M ETt;I= ( 11) EGGF_wTRIC. AUTC - r,4MPER ZF_DLk,- aC __ PLAN $ °ECTIGI.1 FL�clp�l -E -aPAI rW NIU LT1 - BLAME PIPING C t7lIN . ,' TLIZtiING VA NI Co trRCL \/A I-VE SDI -I�i AIR TERMIQAL - THEEZvfotYF_TEl` TgPE * CF-V /g\ C:%�UIPOE-,QT -SEE 1 6PEGS � r�HEDUL�. SECTICIQ LET7_E2 8 DWG � MI SEGTIC a I: Ci-RWN DIREC�� ICNI NAIL NG 2 b G N'? W - ,� GOtJG�NTZIG DETA1 L F [�; AWN , pp REDUCER O THEP_Nrf_TA-F RCC�.1 LAT I.IC, VALVE. � Firz� i�,MPER AL;-rc - i 1 LOIJVEQ. '\ U=c12Z� . LCCA- 1Ci j lo-C EL.w• Pv_ICIC Te INSTAL- - AT C+� W I rH ARCH TCC.T. • F- Z. 4 } A 211 YIPINCa SHALL SE INLTALLED A: 7V ALLGtiV `�1pE- �Et�t�UAL ­4E!_ P' LTE AND CD 11;_ AND FAN EQVIGINJG, (T%tP POZ ALI U- I t - -- -- — — — — — 2 APO OF 2 The Miller/ Hull Partnership. Architecture and Planning Room 220 Maritime Building "Westem Avenue Seattle, Washington 96104 Telephone 206.662.6837 tTRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite x202 ; Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W THOM50N 1932 First Avenue Suite x211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109, (206)283-2852 as .j CIVIL. ROSEWATER ENGiNEERIIi 1932 First Avenue;; Suite -7711 -: "s Seattle, WA 98141 fy.. (206) `' A3812_ QVIATI0QE : ��.....�i, q QNU AIR HANJDLI� UUIT �= g. SS�h:'A taFF Aa0vF_ F NLIS+d -FD PLC R i AC Aire CoMPRES��Fe • s`; . c 18106 Ep rsrF�,r��,'�4.'3',,, j3 SO, LER • ,r' GI { C1&11,IE7 HEATER - •����`••�� '�� �G ELEC,TRIGAL GoNTRdGToR - EF T�X4-A IOCT FAN ET EXfA k . r IC N -iANI K, PORT EXHA„T cue LSE TOWNSEND T A �ILr COMMUNITY r:lc CENTER MG MEC HA�ICAL colrr2A�-ro2 MAU MAC -UP AIR He LDLINU Util1'. PF PRo�F_LLOR FAN, P PIJMp C,'�, fiLIT mfr' A'F� H� � EAT1 N1Ci � I L RCv ReTURJ C�f�IL: -E SD SUG+%LY DIFFI,E,EC UN uult HEA-rEe WP WALL �1 1 -T�$E kADb�TlO}J W H WA71EC HEATER. NOTICE, PM4 are approved excepting any errors or I IMISSIOns. All work must pass Inspectio In conformance with all app111001e cods and regulations. I SD - M FCs : TI TIJS MoD .TMs L O 6uiIdmgOfllcial F k�4FiYT0�IllNSEItIl3 +zG- M FCC : TTLJS MoD SDF RG -1 f71C8 Rte -2 Iv,clo - swME As _ LOWER LEVEL ' MECH PLAN Ic�IDE APP�x, I�xa P�WA11�`T DUCT W1TH aAL.KDr_A F_ i�MPER FP-ONI THE */-TCHEIJ M.I IFIELD VePRji Y�iC THE Lc_�VE<. PJ1AI.l -GFr= 40DITICNAL LOUVER AW-A, CONST.,DOCUMENTS AU (9JST 2 9,.1989 i DWT Ne �4I PLAYGROUND 1411 1. D. FLUE UP, TERMINATE W I-rN VF_r.IT- CAP MIN. Q,PPFO✓E 'F3i.RAPE7', G ;,ozo AND iz( C- PENE7RATia t WITH G.G. P¢P /1DE VEPTC.&,L- DPPE-ZT AN =N-nLATED - THIMBLF_ D .ASH 1 QC, As N c-SAIZY , %JNTEa2- PA2.4KG 8`f G.C.. it r I is I i z. II � X% HOOD CVe2 Dt-_+ W�IB R d. PP MA. IAL HALL -ne bell WFZ 112- 11 -I -P t'�clo DiJ. 72AKr=MC � Tt0 SJI7 C.okiN. UP e cxNAL16T FFI Icc (oti Aco�� I� H\4z"NwR TO U�1 -105 WFZ-IV4-II-15�1A WFZ-Ic�4 -252 >✓H' _M WFZ- I0,4- ACf-7122? OPEN SPACE I I A I 'y canopy below 4i cm I 3 STO. dn. 115 I existing ( ocat I STAGE existing n fie —� I I ! � UNDO e�\ I PP.�'iVIDF_ I�rGL.O.TION li .. rew Walk CAP- OF-r- PIPING AT =� is EF fI4IS PGo1W7 I I ( NEW STO. near fence i ( I 113 Ul T �i I �I i I i, I1 �� do ° new istage acct `S_i it clow new 9 acc ( — —_WW I MNAS UM eI xisting E !Z;Ee. E>-,1- EK4ATI G PIPI NG 1 I `'t i --« i 1'" I y�r -Z -I IG-!J - ss3L%c er j t j ce bell iQ i I — -_` \ 7- I I entry canoe' below SCEl OFFICE - �— { E d? IiIII0 ICI c' xs in 1 [ �z nev EF 10 0 MEf 9 I I � wFZ- I CA -.4 UGC f�i�� Tim iswo ERR 12 ( d . ? j t- ti �s MAIN LEVEL N if �Ef'I °°'ii (LEMGVE EXISTING UNIT HE-ATERZ, (7YP, GF S� d ALL GOUuEc -TED PIPitvG WrrHIiJ THE Ca` to . PRC.VIbE NEW UNIT HEATERS, �FIF'IN& AND C.GI.r7ZcLE: 4G„ SNGNM AND �PEGIFIED FGtZ THE GYMNA:IUM. I -I dn. MP GF 2 .Il A / I P�U✓I� AIRTIG -.+T CANN _ ; �� ADDITICN L Lc.UVE7 SEA• I II! \ �x ��- ro —sto. —� sto. �� 110 06 !��i Il8 � Q. 1 hers 107A 10 7 B _ _ - - -- —_ - _— —..._— l A H RM. xro c 07/ • i — ACIVITY _l ckers 407 g —� — y �' NlF-IG3- Scw roF G: FIJI- TJL�.� z4CD)A7i01u - Ibe" kAAK. iI / FCi2 2Nf . IG�, ALL OTH�Gr, 22 4✓IAK, OSC- a� I�1( -so 1045 I� - -- - - -- Q —�___ __ L - — — ..._._ / kllcp DRS !�/EI.JT I. M A I � A�U rP� P p�ce ,ur��H K i Rrz JoA�AIUzF� VT 'I i �,�iITGM V N P EE � � . I ! ; — 1 � I cke°s — � I I exist. bldg—. line — I PTS - --- f1- - - t-e- —r rf f p- c-e -- i{I ; - b— -e- lo�(— v- - _ _ —� — 3 I i - - -1 — -I- ( RrGF 104 1 10 ' I I C DINING /ACTT ITT o 02 / N/FZ -IOI w -emu` L SENIOR OFFICE C Lt C 102 !� I C, at Ckset 1 for Pion- SENIOR D OP -IN � 101 I 2 v - -. — }- - -i--� — — 100 ! 101— �_nevr addition —� MAIN ENTRY{ ( 1 C 1100 ! 1 ! �cano�y — 'bench - -...- l rrt ! I JI E F j I 03 I 11 hen h /plant r � �-- { C� la 1 C The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite *202 Bellevue, WA 98004 ' (206)454 -9426 MECHANICAL D.W.THOMSON , 1932 First Avenue Suite *211. Seattle, WA 98101 (206)443-3444 - ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283-2852 CIVIL' ROSEWATER ENGINE-ER1N&L' 1932 First Avenue Suite *711 Seattle, WA 98101 ? (206) _ : AV.4 � td PORT TOWNSEND COMMUNITY CENTER NOTICE. plans are approved excepting any errors or o pass inspqctlor 71issions. All work must in conformance With ali appitcaWa codes and regulations: ® -p��c ®pry- m-- .�._..�_ I°�t�Fi 4J �P �ecmft No: perm Ay. t;uslrjing4f!�c�aS O1T4" 0- p0 RTT0,VV NSE_Nf,_1 I. MAIN LEVEL MECH. PLAN M.2 CONST. DOCUMENTS AUGUST 25,1989 p)W N° 8S4I r p P 4' "1/TiP �2U0 F o — 1 T -3 ,2 "WCO /N I-JE1V5 ,,BOOM L "TO (Z) L -3 4 r — - - — TD ,P /SE,P e / RCCESS PA NEL — _ l'Z " � l � '� %O L 3 PLUMBING LEGEND SYMBOL DESCRIPTION CW -- — COLD WATER PIPING HW - - -- HOT RATER PIPING P PROPANE PIPING D DRAIN PIPING TP TRAP PRIMER PIPING V- SANITARY VENT PIPING W SANITARY WASTE PIPING " T +P TEMP. & PRESS. RELIEF VALVE -ASME ri The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington ` 98104 Telephone 206.682.6837 1. /N "EM-5 i oom (6 y 6.C- L 3�! ✓�a � z z / � TO 5 -1 TO WC-J7 GATE VALVE ) - 1 a 7 �� To SINK 5-3 / , „ UPPCR LEVEL STRUCTURAL I I 1 f✓'ELOYV -- BALL VALVE R !H K ENGINEERS !612 Bellevue Way NE 72AP P� /I /ESC' A5 5 �, 4 ( r� PLUG VALVE ;Suite' 202 s�� SPECS. L =l I ��z �„ I ' rlA /N L -/ —z %' LAV TIP. Fog Z 1'z2 z l V2 - — v (<l)'� " %P�f' //YE� L /NES TO FO- L�YEL l�' - l�" - �� - S n - �- w CO CLEANOUT - PLUGGED SAN. WYE Bellevue, WA 98004 , WC 1 WC 1 FO-1 FD -/ Ue 2 W L / ( - -f , /� (206)454 -9426 I z V FPM �IcSER FCO • FLOOR CLEAll9[1T Zr 4n 4,i �rO �/{ zd / ✓ I 3 " r /I /Z� 11 4' �N K.C. KITCHEN 'CONTRACTOR MECHANICAL _ 3/ /, /„ 2 /SL -2 e -/ 2 "��i .�� �'�z 5 -1 - - — - - / /,, —y NE3 / 11 / 2 _ J 71c;eol-I W >-(/ 1 L -3 D.W. ,First THOMSON v Z w� _ I L3 /�� M.C. MECHANICAL CONTRACTOR - i1932'FirstAVenue " i 4 a �l� Q 4' "FCD WC 3 LD{VE2LE}2EZ BfC4bYLf1 Viz z'" VTR VENT THIRD ROOF ISUIte X21 1 4 "FCD l/V DENS 200M Z" /'z" I 9" 4 I ( WC 3 _ I 'Seattle, WA 98101 i I Z0WEI? L Wco WALL CLEANOUT `(206)443 -3444 LCVEL L -! /7F - -1 Z 2 T4/01 4.. 4" ,err - - -- LL =I Liz &–c-i I ioLc_j I /=D / WC ;Z I WG.Z 4` "W FROM /P /5EK lez 2 "{N FiPQ/ I Fr-0 AT V1 /l -1 -.Z 4 "V✓ F,eiJM K /TCI{EK�I7ECX. 2/!S- �70N /dCC T 7-O Coll 517-E- P/P1 1007 /e / 5 E )e X175 - -- ,P1,P3 NT5 k I (_ _l � I 1. I ( conop above > 55E 0107E TTTT f7._ up louver--, ou - + � T-1 1 � ❑ Ci i i l I MECH. /EJECT. _ 014 louver— - . �_ — �.� �„ a P 21I CW r 111 P2 5EE NOTE %' I� A f11 Ilf canopy oboveffi- -->i1� FLAN 1/8"-1 - Okl I f 2 "y Ur mil 1 H.S, OFFICE 013 Ll\ 4l' -411 UP --r- F, L- - - t A UP UP I mom �'# ELECTRICAL z ATKINSON ASSOCIATES 1,2' TO 5 -/ 2" TO (Z) L -3 4 "TO YVC -3 1754 Garfield —fT� e /SEA e -° 2 /SE/Z AT W.97,E)e CL65E75 /P /SE2 A7- LA V5 15INk CLUMBING FIXTURE SCHEDULE Seattle, WA 98109 (206)283 -2852 I exist. locker/ weight room - - TO. EC. OFFICE .O6B 1006 _ - -- -. z" 411 „ oT ACTIVITY z 04 CONNECTIONS (INCHES) 'I CIVIL NUMBER TYPE /DESCRIPTION CW HW V W REMARKS ROSEWATER ENGINEERING; CW -1 CLOTH WASHER 'z z 12` 2 1932 First Avenue S E CONNECTION Y '(206 , W ,z Seattle, WA 98101 DF -1 DRINK. FOUNTAIN (206) P1PZ,P /V TS — P11 P2 HANDICAPPED FD -1 FLOOR DRAIN WITH a -- 2 2 T-PRIMER (TP) FFD -1 FUNNEL FLOOR DRAIN -- -- (SIZE NOTED) *> FS -1 FLOOR SINK WITH -- -- 2 4 HALF GRATE HB -113 HOSE-BIBB 3/4 -- -- -- EXTERIOR HB -2 HOSE-BIBB 3/4 -- -- -- INTERIOR :�� 5 Af%gs+'9 ' D I f K -1 HAND SINK ', ? 1 -1 . 2 NOTES 1,5 s �� 1 UP -f0rr-0 K -2 3- COMPT. SINK D (2) -(2); (3)2 NOTES 1,3 w entry to gy , 06 3 K -I4 DISHWASHER -- 1 -- -- NOTES 1,31 at sto.'r landing[ ('2 ti aMAl EM.�. I —2 V UP K -15 PRE -RINSE 3/4 3/4 -- -- NOTE 1 4 V 70 I/VCO g� ( - �_ -- k -- -� - --- ------- - -- -.- -- - K -16 DISPOSER 2 NOTE 1 z „t P To FD up �4 4 V UP K -35 SERVICE COUNTER ; ' -, 1, 11 NOTE 1 - jIII 4” w op ! t' F 4" S L -1 LAVATORY,WALL -HUNG ; ; 1 -,` lZ NOTE S - t[iI P-1 L -2 LAVATORY,WALL -HUNG, -', ; 1 -, it NOTE 8 PORT HANDICAP (�p �0 I -i I �i'�TOWNSEND �L z V / L -3 LAVATORY, COUNTER, , 1; 1, ICCOMMUNIT I -.. -_-._ �. I -- _ -�? -- - - - - -- - - -- - --- - -( 6- 0 -1 03VCOMPT. SINK (2)' 2)' -- 2 NOTES 2,3 'CENTER � VEND ,lNG /'.Jiro EO I i / ( -- -- 0-2 DISHWASHER WITH 3/4 NOTES 2,3 43t1 i I TEN DROP -IN 0 03 0!0 I I � Lt 009 E STO OO7C I HS, OFFICE I i TI PURPOSE O 9A — 0 7 j�sTO 0a� k�9 I�I.S. A�11 ,�t- { 0q B__..I ,11 � f 1 r ( d B /� _ -_-- - -- - -- - - - - -- - - -- BOOSTER HEATER -- . -_ _�� - - - -- - 1 O -3 OTILITy SINK a2 /2 1'11 i "/? IJOTCc� I BENCH, � -i S -1 HEAD START SINK 1 z 1 -, 1� I -0 CO/Y/VE CT 4 ' "1511 /V TO S /T,E 1eP/P/ /VCS S -2 HEALTH ROOM SINK -', 1; 1 -', I SEE "C /0RI W1 A/ � S -3 CRAFTS ROOM SINK i '2 1z 2 FO /2 CON7 / /V U/{ TIOI�/, SS -1 SERVICE SINK 3/4 3/4 2 3 4C -1 WAFER CLOSET 2 -- 2 4 ' -- - �- - �- WC -2 HANDWATER z -- 2 4 NOTE 6 WC -3 WATER CLOSET, {� �a CHILDREN 051 t NOTICE., Plans are approved excepting WH -1 WATER HEATER 1', 1z -- -- DETISJ+ a ?rots or omissions. All work must i WH -2 WATER HEATER 1 1 -- -- DETI jjlp�Wo code In conformance with air = I ff ®codss and raaulaGona, - J WH -3 WATER HEATER 3/4 3/4 -- -- DETAIL 4 I BENCH I ` — — � — . —� —_.� APPROVED I Date: �{ - - ---4FR iRFr° - -I °UP TO FGU � Permit No: O ¢ 00 4 Building Dificaaf - ? YUP PLUMBING GENERAL NOTES= -- i CITY OF PORT TOV�€NSEND ` 1. "K" FIXTURES: PROVIDED & INSTALLED BY K.C.; KITCHEN S —4 'UP 70 FS ROUGH-IN AND CONNECTION BY M.C. COORDINATE ALL 0C 2. WORKFII%TURES: KPROVIDED BY OWNER; INSTALLATION, 1 ROUGH40 AND CONNECTION BY M.C. FOUNDATION - 3. INDIRECT WASTE TO FLOOR SINK. ®� v 4 SEE M- FOR WH -1 FLUE AND BOILER MAKE -UP PIPE PLAN CONTINUATION. 5. PROVIDE COLD WATER HOSE BIBB BELOW FIXTURE K- 1(116 -2). 6. 4" VENT WHERE NOTED. P I - -- - I 7. SEE "C" DRAWINGS FOR CONTINUATION OF PIPING OUTSIDE addition - BUILDING. 7 GITF HANDICAP l I � 8. INSTALL LAVATORIES L 1 AND L 3 AT - HEIGHT. CONST. DOCUMENT~$ ' ' i tr L INSULATE L -2 P -TRAP AND WATER SUPPLY PIPING. AUGUST 29, 1989 OLV 7" /tiro. 634-1 43t1 i I TEN DROP -IN 0 03 0!0 I I � Lt 009 E STO OO7C I HS, OFFICE I i TI PURPOSE O 9A — 0 7 j�sTO 0a� k�9 I�I.S. A�11 ,�t- { 0q B__..I ,11 � f 1 r ( d B /� _ -_-- - -- - -- - - - - -- - - -- BOOSTER HEATER -- . -_ _�� - - - -- - 1 O -3 OTILITy SINK a2 /2 1'11 i "/? IJOTCc� I BENCH, � -i S -1 HEAD START SINK 1 z 1 -, 1� I -0 CO/Y/VE CT 4 ' "1511 /V TO S /T,E 1eP/P/ /VCS S -2 HEALTH ROOM SINK -', 1; 1 -', I SEE "C /0RI W1 A/ � S -3 CRAFTS ROOM SINK i '2 1z 2 FO /2 CON7 / /V U/{ TIOI�/, SS -1 SERVICE SINK 3/4 3/4 2 3 4C -1 WAFER CLOSET 2 -- 2 4 ' -- - �- - �- WC -2 HANDWATER z -- 2 4 NOTE 6 WC -3 WATER CLOSET, {� �a CHILDREN 051 t NOTICE., Plans are approved excepting WH -1 WATER HEATER 1', 1z -- -- DETISJ+ a ?rots or omissions. All work must i WH -2 WATER HEATER 1 1 -- -- DETI jjlp�Wo code In conformance with air = I ff ®codss and raaulaGona, - J WH -3 WATER HEATER 3/4 3/4 -- -- DETAIL 4 I BENCH I ` — — � — . —� —_.� APPROVED I Date: �{ - - ---4FR iRFr° - -I °UP TO FGU � Permit No: O ¢ 00 4 Building Dificaaf - ? YUP PLUMBING GENERAL NOTES= -- i CITY OF PORT TOV�€NSEND ` 1. "K" FIXTURES: PROVIDED & INSTALLED BY K.C.; KITCHEN S —4 'UP 70 FS ROUGH-IN AND CONNECTION BY M.C. COORDINATE ALL 0C 2. WORKFII%TURES: KPROVIDED BY OWNER; INSTALLATION, 1 ROUGH40 AND CONNECTION BY M.C. FOUNDATION - 3. INDIRECT WASTE TO FLOOR SINK. ®� v 4 SEE M- FOR WH -1 FLUE AND BOILER MAKE -UP PIPE PLAN CONTINUATION. 5. PROVIDE COLD WATER HOSE BIBB BELOW FIXTURE K- 1(116 -2). 6. 4" VENT WHERE NOTED. P I - -- - I 7. SEE "C" DRAWINGS FOR CONTINUATION OF PIPING OUTSIDE addition - BUILDING. 7 GITF HANDICAP l I � 8. INSTALL LAVATORIES L 1 AND L 3 AT - HEIGHT. CONST. DOCUMENT~$ ' ' i tr L INSULATE L -2 P -TRAP AND WATER SUPPLY PIPING. AUGUST 29, 1989 OLV 7" /tiro. 634-1 f �Ag -I 211 M�I Q e�4LT -oFF VALVE — Y�T 5-plr AFF a -rRO,I NiE2 w 1'rr -I r�DVJ -c-FF C�1.toP.E yA!_V�• 92-EEF-JJW-E RZDIIGII,& VALVE 6�T AT a NATE R Ni lr�s ` �— I�Z�E 61'-P�, LIVE At,lq N.G. 6lt.E.E VALVE. PRA _GU2E C -.aG>_ c -ISO I GYV IuHVI - - 370 11,8 -3 3q - 1 w,i TG wH -I - s>:E i;�-ra L N =2, � 114 �� - --�-� I 2'�cW -ry FIxrU�. � 6,1l0 FLU F_ �GtN To NE&71Na VvATFR. SEF I Sze_ 'M' DWCyS. VACUUM DV nom- ' Ft GON'r N . / GollN7E2 -I-DP FULL 31ZE. TO PC-)-I �rPEAr�E/� brA, ✓EL 3/ 0-1 I I i --'� — FULL SIZE TO DRAIAI, r l F -- I �� u t i TYP. W)( -/ NOTL_ - P.eO PA n L" FI PI N 67 � S7� t SIZE -'G FFD 767, - Fx! 7'2EDUGED i;RPS_Uze WH-2 �' FuLL3E FLOV� DEV 1G)_ , RUN DRAIN V4 VE 4)F tvX r115 712A NE 4- (EL EG) M4 1%FAIN TD FFD, HEA f'Q'IC¢xl�' L DIZTJ -EG CONC2E`iE PATS �OiAS) ✓ —DRAW VAL`/E p LLJ LovlEz L��EL 6Y G,G, ArI N.2M, FLco;_.� V. RGgP 4 I'dE IV W1 7Y WY W H -1 PI G:i FIFIIQG 3 W+-I o- X0-2 PI PING- 2 i1GApp D �UPFOzT LEG N_r s � NT -TU R, H N FrXC, T`(p OF C2) B A I L I exist. locker/ new entry to gy NW Pz LLC -/ ,Z TYP. weight roan at stair landing " GW PZ L -Z 2 `FD- .Z 7/P IYC —Z, Z ry/- f / 010i 0011 up Ci N I, ,Z MAIu GAs s4LI"r -tDPF an abve ` FO ER 0 oz i PI {J, {} I new i- nfM J C up _j 7E E9 up l2 UP /0D3 - .�..i44..` A 2 CIO louver- .______...__.__ __ -__{ -_� �� -� -� d. rec flan 4 "UP 7v Fs ! %'' P 2UN 7o C TV- 3 "UP Tv it rV UP -- - ❑ ❑ - i j ss -1 S_Z 4 „FGO � � � '3 I - ECH, 1 �1 3 Co= TEN DROP-IN I 014 2 „v /p -� O "V UP „yU! v 00 5 ( Lo . - " -- -__ - --- - - -_- r NaZEa ' -- — °I o- / -- - - c S'�E 1:>4 re T,T,i/1 ----- _ _ _ 3/�i'' Nw - - - - -Z� PLAN �ELDN/ Fore i O;O, rw r /-/w I I l 1N TNIS A,eE/i i H.S. OFFICE 5 -I OUI T ACTIVITY I. I 013 F ' r I canopy above --al, }09 li3 4 „FGU O1C}A _ OC9 f BENCH 97) 07 007 ­­4F7-7-7-7- -IF; - - - - I f'l 'S70 ll 11i7 r znV Y H,S. CLASSROOM H.S. OFFICE ! _ M IT I- PURPOSE O N _0„ / co 009 009 A- ` � 00 4 r ,E k 5TO 7 D) 09 e i ' E 1 f E ' E I --new addltion - --� LOWER LEVL R ((� :l 3 /'uP To leB -3� 1 E .r F \ f1� -/ BELOW \._"/ %” !JP TO 1TA /.'?IWAY) K -/, XB -z TeAP, P,e/r1.1- / ,' %Z” 7EE PLA0 AeoVE UP To /C -/ TO le Z FOCI CONT N it "UP To rzL, PLAN ABOVE f1T6,bWTER _ '/Z 110/0 1141// Si -(UT- NOTE -UP ”' - - To S -Z e4' /Z” UP 70 e-35 3 14''61P 70 55 -1 YYATE,e �'5EE PL AN /(B 0 y1 HEItdEP l ° FOR CONT'rV. NOTE. 5 E 460 YE RZAN FD e CJIV711V 0,4 Z /ON ¢� 2Z_FF2 TO �7�IV ERA L A10 rE,S ON d W e7, P 3 CdNCE.2N/14G I�/zcNEN p � A 4 ~� lrl f 3 i r D+ The Miller/ Hull Partnership Architecture and Planning Room220 Maritime Building 9ti Western Avenue Seattle, Washington 96104 Telephone 206.682.6637 STRUCTURAL H.K. KIM ENGINEERS ; 612 Bellevue Way NE Suite *202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite x211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES. 754 Garfield Seattle, WA 98109 . (206)283 -2852 ; CIVIL ROSEWATER ENGINEERING.; 1932 First Avenue Suite "711 Seattle, WA 98101 (206) ANA ae. • }r . _a PORT TOWNSEND COMMUNITY CENTER N0710cr rtc= Lre reproved excepting any error or omissions. All work must pass Ins ction In conformance w@h all SAPkAW00ft . APPR E Date: Permit 4 o Z� By: Buildinglltficial CITY OF PORT TOWNSEND LOWER LEVEL PLAN P.2 CONST. DOCUMENTS, AUGUST 29, ,1989 w otv7 No. Cs.34r u w O "1 I �I I II j r Ij I � I � I Ij I I j j{ 1 OPEN SPACE , 1 enTru M A PE ( I I I I I I � I [mod ( I j I I I STO. i 115 j existing M i ( 1-- M J 7AH table M. rf it I act - - �I I5I3; —05 — z °voN s� -� 10 i - lcli:kers L -Z to sto. D7A 107B � 6, 1 I I E new infill G M SU EE ex'st;ng _I I I �I I Q 1O I I -,Z °✓ DN, I � I j 3 j 1 I ckers- exist. bldg. I I I I j I line -- A I itR1{3ETS entry canopy below -41 DINING /ACTT { 1 Ej i--- i I I jl 1, I it I II I II �j i L) MAIN LEVEL I/ 771 -0 ( I I j i I 1 i I,L I SENIOR £F ICE { I I I coat — clIcset iforrratlt I I r 1 j I 'MAIN TRY 100 j bench B i I 1 -- t - ---f- �- --nevi addit �- canopy --31I- {- -� i- I I { j I i i i t -- terioce Ibel vw i I - -¢ - _`___��:� -_j �I `z" v DN. I I- A i I t I ( I j I \ f,i T- I I C� I � � I� is e 9 i�Z-1111/PA C YO ® TE;S The Miller/ Hull Partnership ,i Architecture and Planning ? Room 220 Maritime Building 911 Westemi Avenue Seattle,Washington '98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite *202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite 11211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 $artield Seattle, WA 98109 4206)283 -2852 CIVIL ROSEWATER ENGINEERING: 1932 First Avenue Suite *711 Seattle, WA 98101 (206) ,P s t - E _ PORT TOWNSEND COMMUNITY CENTER / ,C& G-F To Tyl 1f171CNLN �QU /PM�N7 �S'Ela�pULC ANU e04jC-y- /N PL A ld NOT' E.• Plans are approved s-No"ly O/V DWG. 'e. any a excepting rors or omissions. All work must Pass. appll ,2, CDOe /0 ANtI TE AN D peo v /QE spectlon In conlarmance with all a codas and regu /eUOAL ALL 4PDL1if4 jLC PL6)"1B11V6- 17,!5/ 15 /ND /c/ 7EU /N 7NE App, v� �E_C H A IV 1614 L l /0 7E S " � ba er 1-ISTE!' Old DIFAWIA-I& /t. /. �e UNa: U -2r Br: Building Official - -� - -- - C TY OF PORT TOWNSEND . MAIN LEVEL PLAN P3 CONST. DOCUMENTS AUGUST 29, 1989 ,o W7 A/0. 8341 N F ELECTRICAL SYMBOL SCHEDULE 1E POLE AND SHARP CUT —OFF AREA LIGHT — H.I.D., METAL HALIDE. ® CEILING OR WALL MOUNT FLUORESCENT FIXTURE. Cra CEILING OR WALL MOUNT INCANDESCENT FIXTURE. CEILING OR WALL MOUNT COMPACT FLUORESCENT FIXTURE. CEILING OR WALL MOUNT EXIT LIGHT WITH BATTERY BACKUP. WALL MOUNT EMERGENCY PATHWAY LIGHT. SINGLE POLE SWITCH. S3 THREE —WAY SWITCH. DUPLEX RECEPTACLE. p� DRYER RECEPTACLE. Q RANGE RECEPTACLES. MOTOR CONNECTION. DISCONNECT SWITCH. TELEVISION OUTLET. I TELEPHONE OUTLET. ® FIRE ALARM MANUAL PULL STATION. D® FIRE ALARM HORN. Q FIRE ALARM HEAT DETECTOR. FIRE ALARM SMOKE DETECTOR. P= FIRE ALARM CONTROL PANEL, Iff BRANCH CIRCUIT PANELBOARD. SERVICE AND DISTRIBUTION EQUIPMENT. [� METER. ® TELEPHONE /CABLE TELEVISION TERMINAL BOARD. GROUND FAULT RECEPTACLE WITH WEATHERPROOF COVER. 6Fl& GROUND FAULT RECEPTACLE, So SINGLE POLE SWITCH WITH RED 'ON' LIGHTED HANDLE. CONCEALED CONDUIT. UNDERGROUND CONDUIT. FLUSH BOX AND FLEXIBLE CONDUIT CONNECTION. -- ?V— CA4%r=- w CONDO ® P )CH t-FON OTAT<GN DAFT -STOP M M V-_ I11�1z � FAA FIRE ALAW MINUt Ct 70i2 RS MmOAL �RTFi12 g *'Iio,114HQ) CU, IiII JVV0 op -2 •- pv- 12,1415 TS O Itz- � t�.II�E�I�4UIJt7 SERVICE ,�i� IN E aC•N 2 - 2ll"c 1 *3 /o-lhl CU 1w 1%a- TO 5/e D K to' �oN ) hl�'i 2 SERvIl Pipe, PRC/Ipe ,6cb r c0 - � CvRC)0wD It­1G ZG IZEQ'� � • =re s re i � o � NOT TD SCALE !. . In 6`(h'i NAS I Uh'I _ (f_E-f-VVIE DcI9T F i I I I I I I I 345 ,T1iµ)W. 1%4 "c PEEL 1 H 1 , -T+IH-ii`I, Gv, 1/4 "G -nHFl 70E- �I fil•It > Hc,U(ZS, IOW - t.�'"►"1�� > ")�(�c� °1;2, 5"L, P __ P � T � i I I IX I I1J�6H a� I � X I i iX �2>14 • P T X I ul �rG4 X ,T X- X —xx —X X -X - X— X —X -X- I I 1-11I40C,O.. ig � . *W i 7171if 7 N 1. 4 1L GYMNASIUM I BUILDING lip 1 2" C,C, I',d; -�-0 T T5 �IIJ MF_c,N� 0-4t.4 Fog A\` COMMUNITY CENTER �. A BUIIDING �X. I � I—I \ ELECTRICAL SITE PLAN o . NORTH' I I� NOTE: SEE 'POWER RISER DIAGRAM FOR WIRE SIZES. The Miller /Hull Partnership ArchhectureandPlanning` `a' Room 220 Maritime 8Wld* c 911Westemkenue Seattle,Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 9202 Bellevue, WA 98004 {206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite *211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES° '- 754 Gartleld Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING' 1932 First Avenue Suite *711 Seattle, WA 98101 (206) f •� x PORT i"OWNSENO COMIVI ;, CEWER NOTICE am are approW excepting any errors r om/sslons. All work must PaaB Ins on In conformance with alt �ppllCat 10 as and regulation, LIM �7_ CITY IF PORT T OWNSEND SITE PLA' E 1 PANEL 'DP' SCHEDULE 120124OV, 10, 3W - 400 AMP M.L.O. - -22,000 AIC BREAKERS - SURFACE MOUNT - SQUARE D 'I- LINE.' KVA BREAKER CIRCUIT LOAD SERVED OA OB AMPS /POLE 1 PANEL 'A' 15.7 13.5 100/2 2 PANEL 'B' 17.8 18.9 175/2 3 PANEL 'K' 10.9 10.4 125/2 4 PANEL 'M' 11.2 11.3 125/2 5 EXISTING PANEL 'G' 8.1 9.3 100/2 6 SPACE 200/2 TOTAL KVA PER PHASE 63.7 63.4 TOTAL CONNECTED KVA = 127.1 TOTAL CONNECTED AMPS = 529.6 r NOTE: SEE 'POWER RISER DIAGRAM FOR WIRE SIZES. The Miller /Hull Partnership ArchhectureandPlanning` `a' Room 220 Maritime 8Wld* c 911Westemkenue Seattle,Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 9202 Bellevue, WA 98004 {206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite *211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES° '- 754 Gartleld Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING' 1932 First Avenue Suite *711 Seattle, WA 98101 (206) f •� x PORT i"OWNSENO COMIVI ;, CEWER NOTICE am are approW excepting any errors r om/sslons. All work must PaaB Ins on In conformance with alt �ppllCat 10 as and regulation, LIM �7_ CITY IF PORT T OWNSEND SITE PLA' E 1 .. H is re" LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION , MANUFACTURER /NUMBER LAMP(S) A 1'X8', 2 LAMP, STEM MOUNT FLUORES— LITHONIA 4- F40 /WI CENT, WHITE STEM AND CANOPY KITS. #8T-HL- 240- M- 45 -ES- LENGTH AS INDICATED. SQ B 1'X8', 2 LAMP, SURFACE MOUNT LITHONIA 4- F40 /WI FLUORESCENT. #8T -HL- 240- M -45 -ES C PENDANT MOUNT INCANDESCENT, GLASS VISA 3 -10OW/ SHADE WITH POLISHED CHROME TRIM, #CP635 STEM AND CANOPY, STEM LENGTH AS INDICATED. D P xf', 2 LAMP, SURFACE WRAP— LITHONIA 4- F40 /WI AROUND FLUORESCENT. #` _ -LB- 240 -A -ES E EXIT LIGHT WITH BATTERY BACKUP. CHLORIDE FURNISHI 'REFERENCE SERIES' WITH UN F EMERGENCY LIGHT, BATTERY POWERED. CHLORIDE FURNISHI 'CELEBRITY' WITH UN G WALL MOUNT INCANDESCENT SCONCE. VISA 3- 13W /PI GLASS SHADE WITH POLISHED #CB803 -PC CHROME TRIM. H WALL MOUNT COMPACT FLUORESCENT LIGHTOLIER 2- 13W /PI SCONCE. WHITE FINISH. #6555 .1 RECESSED INCANDESCENT DOWNLIGHT. INDY 1 -10OW/ CLEAR ALZAK REFLECTOR, GWB CEIL— #20OR -61 —SA A -21 ING, INSULATED. K RECESSED INCANDESCENT WALL WASHER. INDY 1 -10OW/ CLEAR ALZAK REFLECTOR. GWB CEIL— #222R -61 —SA A -21 ING, INSULATED. L 4' SURFACE MOUNT FLUORESCENT, LITHONIA 4- F40 /WI 4 LAMP. #HL- 440- M -45 -ES M 4', 2 LAMP SURFACE MOUNT OPEN LITHONIA 2- F40 /WI STRIP FLUORESCENT. #C- 240 -ES N WALL MOUNT COMPACT FLUORESCENT. BEGA 2- 13W /PI ALUMINUM GUARD, GLASS LENS. #2893P -WHITE P POLE AND SHARP CUTOFF LUMINAIRE. KIM 1- 175MH, #WTC500 /175MH120/ NA- E /PB10- 5125- 2 /NA -E Q CLEAR GLASS WITH GASKETED GUARD, STONCO 1 -75W /I INCANDESCENT. #VCXL -11GC R PORCELAIN KEYLESS SOCKET. LEVITON 1 -75W /I #9875 NOTE: ALL FIXTURES ARE 120V. MAIN FLOOR - LIGHTING PLAN SCALE 1/8' 1'-0' (0 NORTH i E�ij'FZ r' i 1� 1 I I'I 'f NOTICE Plana any errors or o pass Inspectior WmWe code Date'. Permit Sg: — U lJ WJ � The Miller/ Hull Partnership ArchitectureandPlanning . Room220MaritimeBW ng 9tlWesternAvenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 8202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W.THOMSON 1932 First Avenue Suite 8211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES- - 754 Gartleld Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERING 1932 First Avenue Suite *711 Seattle, WA 09101 (206) PORT T`OVI�1� COM�VIIIN_ ` CEIL` E , ire approved excepting fissions. All work must n conformance with all and regulations. RM 'f =; 1 ,LIGHTNG' KA MAIN FLOOR " E2 . ,s•, w=ry' B r KITCHEN PLAN ; • f POWER SCALE U4" 1 r-T REFERENCE NOTES - SHEET E -3 1. PROVIDE 20A /1P FLUSH MOUNTED SWITCH IN WALL AND CONNECT TO 1/30 HP, 120V CABINET HEATER. 2. PROVIDE 20A /1P FLUSH MOUNTED SWITCH IN CEILING AND CONNECT TO 1/20 HP, 120V UNIT HEATER. 3. PROVIDE 30A /2P, NEMA 311 DISCONNECT SWITCH BELOW COUNTER. PROVIDE MANUAL MOTOR STARTER. MOUNT a 60 ". SQUARE D #MBW -11. CONNECT TO DISPOSER. VERIFY D.E. FUSE AND O.L. RELAY SIZES WITH MANUFACTURER. 4. PROVIDE 30A /2P, NEMA 3R DISCONNECT SWITCH ON ROOF AT EXHAUST FAN AND CONNECT. VERIFY D.E. FUSE SIZE WITH MECHANICAL. PROVIDE SQUARE D START -STOP, HEAVY DUTY, WATERTIGHT CONTROL STATION, SURFACE MOUNT a 60" CL AND CONTROL WIRING TO STARTER IN MECH. /ELECT. .ROOM 014. 5. PROVIDE 30A/2P, NEMA 311 DISCONNECT SWITCH BELOW COUNTER AND CONNECT TO DISHWASHER. VERIFY FUSE SIZE WITH MANUFACTURER, 6. PROVIDE 10OA /2P, NEMA 311 NON -FUSED DISCONNECT SWITCH BELOW COUNTER AND CONNECT TO D.W. BOOSTER HEATER. 7. PROVIDE FLUSH BOX AND 108" CL AND CONNECT TO HOOD FIRE PROTECTION SYSTEM CONTROLS. 8, PROVIDE 30A /2P, NEMA 311 DISCONNECT SWITCH ON ROOF AND CONNECT TO RANGE HOOD EXHAUST FAN. VERIFY D.E. FUSE SIZE WITH MECHANICAL. 9. PROVIDE SQUARE D START -STOP, HEAVY DUTY, WATERTIGHT CONTROL STATION, SURFACE MOUNT a 60" CL AND CONTROL WIRING TO STARTER IN MECH. /ELECT. ROOM 014. 10, INSTALL RECEPTACLES ON TABLE IN CAST, GASKETED BOXES. FEED FROM UNDER FLOOR. 11. JUNCTION BOX AND CONNECT TO COOLER DOOR ANTI -SWEAT HEATERS. 12. RECEPTACLE a 86" CL FOR FREEZER. 13, PROVIDE 30A /2P, NEMA 311 DISCONNECT SWITCH ON ROOF AND CONNECT TO MAU1. VERIFY D.E. FUSE SIZE WITH MECHANICAL. 14. RECEPTACLE a 96" CL FOR COOLER. 15. DRYER RECEPTACLE a 4811 CL. 16. WASHER RECEPTACLE a 48" C. 17. CONNECT TO 1/25 HP, 120V EXHAUST FAN. PROVIDE 20A /1P SWITCH a FAN. 10_ POWER TO ELECTRIC HAGN£TIC HOLD OPEN DEVICE - - TO BE PROVIDED AS SPECIFIE:j I��441'-L ,f,� MAK FLOOR • POWER & SIGNAL_ PLAN _SPCA -CE; i78'�9' =0' NORTH I / i V V 4 The Miller /Hull Partnership Architecture and Planning Room220 Maritime Buildi6'g 9t[WesternAvenue, Seattle, Washington, 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 11202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite *211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATE`';* 754 Garfield Seattle, WA 98109 = , (206)283-2852 CIVIL ROSEWATER ENGINEER" 1932 First Avenue Suite *711 Seattle, WA 98101,.'- (206) .' hF. F PORT. TOWNSE1�D c(�MM�in CENTS _ I / NOTICE: pi o ere c,cpreved excepting any errors omissionc.� Ail uvcrtc musl pass inspec on In conformance with all applicable c des and t ! E �y. r eA!ulD st lons, SI® Date: Permit Nnbuilding €f clat i _ 4 CITY 0 FORT TOWNSEND POWER _& � , SIGNAL_ �Pr1 r.` MAW FL OM! w AL E3 V. e PANEL 'A' SCHEDULE 120/24OV, 10, 3W - 200 AMP M.L.O. - 30 POLES - FLUSH MOUNT - SQUARE D 'NQO.' D 'NQO.' E�afe: KVA BREAKER CIRCUIT LOAD SERVED 0A OB AMPS /POLE 1 LIGHTING - 105/106/105A/118 - 1.6 1 20/1 2 LIGHTING - 104 1.0 20/1 3 LIGHTING - 100/108 1.3 0.4 20/1 4 LIGHTING - 104 1.6 20/1 5 LIGHTING - 101/102 1.2 20/1 6 LIGHTING - 104 5 1.6 20/1 7 LIGHITNG - 103 1.0 6 20/1 8 LIGHITNG - 104 0.2 1.6 20/1 9 LIGHTING - 107/109/110 1.0 20/1 10 LIGHTING - 112/117 - 104 0.9 20/1 11 RECEPTACLES - 106/112 1.4 - 105 20/1 12 RECEPTACLES 108/109/110 10 0.5 20/1 13 RECEPTACLES - 112 0.9 11 20/1 14 RECEPTACLES - 107/108 20/1 0.5 20/1 15 RECEPTACLES - 104 018 20/2 20/1 16 RECEPTACLES - 107 0.4 018 20/1 17 RECEPTACLES - 104 0.8 7.0 2011 18 RECEPTACLES - 103/107 SPARE 0.9 20/1 19 RECEPTACLES - 101/102/103 1.4 SPARE 20/1 20 FIRE ALARM PANEL 20/1 0.1 20/1 21 RECEPTACLES - 101/103 1.4 20/1 20/1 22:24 DRYER 2.5 2.5 30/2 23 WASHER 1.5 20/1 25 EXHAUST FAN 0.2 21.3 20/1 26 - 30 SPARES TOTAL CONNECTED AMPS = 88.8 TOTAL KVA PER PHASE 15.7 13.5 AS INDICATED. TOTAL CONNECTED KVA = 29.0 TOTAL CONNECTED AMPS = 120.8 NOTE: ALL WIRE IS #12 THWN, CU EXCEPT AS INDICATED. PANEL 'K' SCHEDULE 120/2-40V, 10, 3W - 200 AMP M.L.O. - 30 POLES - FLUSH MOUNT - SQUARE D 'NQO.' E�afe: /b _ Per mRNcr KVA BREAKER CIRCUIT LOAD SERVED CITY OF PEA OB AMPS /POLE 1 RECEPTACLES - 105 0.6 20/1 2 COOLER DOOR HEATER 0.4 20/1 3 FREEZER 110 20/1 4 COOLER 110 20/1 5 RECEPTACLES - 105 0.2 20/1 6 RECEPTACLES - 104 0.2 20/1 7 RECEPTACLES - 105 0.2 20/1 8 RECEPTACLES - 104 0.2 20/1 9 RECEPTACLES - 105 0.4 20/1 10 RECEPTACLES - 104 0.2 20/1 11 HOOD LIGHTS AND FIRE EXTINGUISHER 0.1 20/1 12:14 DISPOSER 1.0 1.0 20/2 13:15 DISHWASHER 0.4 0.4 15/2 16:18 D. W. BOOSTER HEATER 7.0 7.0 80/2 17 SPARE 20/1 19 SPARE 20/1 20 SPARE 20/1 21 - 30 SPACES TOTAL KVA PER PHASE 10.9 10.4 TOTAL CONNECTED KVA = 21.3 TOTAL CONNECTED AMPS = 88.8 NOTE: ALL WIRE IS #12 THWN, CU EXCEPT AS INDICATED. I N I, it I i =I 6•i ' T1 I-1 srTci•i TEVEL TIWi i �� . e �F O' in � "Y K I a a IRS 1 1 w y i I EZIT F LL- -1 f�5 >9 b J b 6 G cd L 'T , q g ALI L- 4- fi A / 7 a a J J J a o a 04 a F -11 _ �. b L7 6 � a3 -13 b b 6 � � � to G G G G G o Ci I� K � , LOWER LEVEL SCAI E 1/8" 1'-0' • LIGHTING PLAN NORTH I- J 0 >� -IN s U KTC-r 40.4 oc8 F- iNE t FU ft- The Miller!:3ull -Pa rnershtip- ArchhecturaairdPlainieg ' Room 220 Maritime Building 911WestemAvenue Seattle, Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 8202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W. THOMSON 1932 First Avenue Suite 8211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGANEERINP 1932 First Avenue Suite 8711 Seattle, WA 98101 (206) PORT TOWNSENb , COMMUN". CENTER NoflG'e Plans any errors or on Pass inspection gaapl® app wMaPHIM salons. All work must z conformance with fill d regulatlons, E�afe: /b _ Per mRNcr �W 0ding icis CITY OF ()RT TC,1ll1 N EN1 b 1 LIGHTING PLA;4,, LOWER Lz.: '•�� fry � /c.;✓ • r1� •i: •N d• au 5 i s 6 PARTIAL PLAN • POWER & SIGNAL .SCALE; 1/40 1'-0 °i PANEL 'B' SCHEDULE MOUNT - SQUARE D 'NQO,' 120/24OV, 10, 3W - 200 AMP M,L.O. - 42 POLES - SURFACE MOUNT - SQUARE D 'NQO.' 2, BREAKER KVA BREAKER CIRCUIT LOAD SERVED OA OB AMPS /POLE 1 LIGHTING - 010/012/013 1.6 4, 20/1 2 LIGHTING - 009 - CURRENT TRANSFORMER ENCLOSURE. 1.4 20/1 3 LIGHTING - 006 0.7 TELEPHONE /CABLE T.V. TERMINAL BOARD 'TTB.' 3/4" TH, 41W X 8'H 20/1 4 LIGHTING - 009 5 1.3 20/1 5 LIGHTING - 001 1.2 6 20/1 6 LIGHTING - 005 PROVIDE 30A /1P, NEMA 1 DISCONNECT SWITCH AND CONNECT TO CIRCULATION 0.8 20/1 7 LIGHTING - 005 1.0 0.4 20/1 8 LIGHTING - 005 013 1.0 20/1 9 LIGHTING - 005 1.0 007 20/1 10 LIGHTING - 003/004 10:12 0.5 20/1 11, LIGHTING - 007/008 1.6 11:13 20/1 12 EXTERIOR LIGHTING 110 1,1 20/1 13 LIGHTING - 009A & B 0.6 15/2 20/1 14 EXTERIOR LIGHTING 0.5 1,1 20/1 15 EXTERIOR LIGHTING 0.7 2.3 20/1 16 RECEPTACLES - 013/011/010/006 CABINET HEATER - 005 1.7 20/1 17 RECEPTACLES - 009/013 0.9 CABINET HEATER - 005 20/1 18 RECEPTACLES - 001/006 20/1 0.8 20/1 19' RECEPTACLES - 009/009A/007 1.2 50/2 20/1 20, RECEPTACLES -- 005/009/010 t 0.9 20/1 21 RECEPTACLES - 005 0.4 20/1 22• RECEPTACLES - 005 0.6 20/1 23. RECEPTACLES - 003/005 0.4 TOTAL 20/1 24 ; RECEPTACLES - 005 11.3 0.6 20/1 25 / RECEPTACLES - 007/008 0.9 20/1 26 RECEPTACLES - 008 0.5 20/1 RECEPTACLES - 008 0.5 EXCEPT AS INDICATED. 20/1 _28; RECEPTACLES - 008 1,2 20/1 29.- RECEPTACLES - 007/008 0.8 20/1 30:32 RANGE - 008 4.0 4.0 50/2 RECEPTACLES - 008 0.8 20/1 __31- 33 RECEPTACLES - 014 0.3 20/1 34 RECEPTACLES - 014 0.6 20/1 35 - 42 SPARES TOTAL KVA PER PHASE 17.8 18.9 TOTAL CONNECTED KVA = 36.7 NOTE: ALL WIRE IS #12 THWN, CU TOTAL CONNECTED AMPS = 152.9 EXCEPT AS NOTED. I -- 1Z II Iry T�o at3 i II o LOWER LEVEL • SCALE: 118m 1' -0 '� PANEL 'M' SCHEDULE o a Q o �o,�OKI j To j=wN O I Won _ j 13-21,2 0 -wi I II a)leT Ac Ivri (oIo �a -12o O J\ 3/4" C, O. (T r ZZ) t� 6- ^12,24 �Cq.IN�� -�o �<� Flu 1o5W, •(20�/. �- Ilirl -I WCfI -I I- l�µ�l'�. -1`1 p� IN �5 Lf M -22:24 �•2�o,i8 M-21 T� El 114 Z2_/ l 'lo & SIGNAL PLAN NORTH; 120/240, 10, 3W - 200 AMP M.L.O. - 30 POLES - SURFACE MOUNT - SQUARE D 'NQO,' 240V EXHAUST FAN. KVA 2, BREAKER CIRCUIT LOAD SERVED 120V CABINET HEATER. OA OB AMPS /POLE 1 SPARE 120V AHU2, 4, 20/1 2:4 AIR COMPRESSOR CURRENT TRANSFORMER ENCLOSURE. 0.4 0.4 20/2 3 CABINET HEATER - 009 TELEPHONE /CABLE T.V. TERMINAL BOARD 'TTB.' 3/4" TH, 41W X 8'H 0.2 20/2 5 CIRCULATION PUMP - 014 PROVIDE 3OA /2P, NEMA 1 DISCONNECT SWITCH AND CONNECT TO AIR 0.4 20/1 6 BOILER - 014 0.6 PROVIDE 30A /1P, NEMA 1 DISCONNECT SWITCH AND CONNECT TO CIRCULATION 20/1 7 CIRCULATION PUMP - 014 10. 0.4 20/1 8 AIR HANDLING UNIT 1 - 013 0.3 PROVIDE 30A /1P, NEMA 1 DISCONNECT SWITCH AND CONNECT TO BOILER 20/1 9 AIR HANDLING UNIT 2 - 007 12. 0.3 20/1 10:12 D.W. HOOD EXHAUST FAN - 105 0,5 0.5 15/2 11:13 RANGE HOOD EXHAUST FAN - 105 110 110 20/2 14:16 MAKEUP AIR UNIT 1 - 105 0.7 0.8 15/2 15:17 FAN - 001 PROVIDE STARTER FOR RANGE HOOD EXHAUST FAN. SQUARED #SBG -1. 0.5 0.5 15/2 18:20 ELECTRIC WATER HEATER - 002 2.3 2.3 30/2 19 CABINET HEATER - 005 PANEL 'M' SURFACE MOUNT. 0.2 19. 20/1 21 CABINET HEATER - 005 1/4 HP, 120V AHU1. J* 0.2 20/1 22:24 ELECTRIC WATER HEATER - 008 4.5 4.5 50/2 23 SPARE CONTROL VOLTAGE AND O.L. RELAY SIZE WITH MECHANICAL. t 20/1 25 SPARE 20/1 26 - 30 SPARES 20/1 TOTAL KVA PER PHASE 11.2 11.3 TOTAL CONNECTED KVA = 22.5 TOTAL CONNECTED AMPS = 93.8 NOTE: ALL WIRE IS #12 THWN, CU EXCEPT AS INDICATED. N O M W� bF2 0 0 3 U1�YJF��o �R ol�l�► -t�4 � izEC -E�c�G q2�� 2 7Thh4bd O REFERENCE NOTES - SHEET E5 1, PROVIDE 20A /2P FLUSH MOUNTED SWITCH IN CEILING AND CONNECT TO 3/4 HP, 240V EXHAUST FAN. 2, PROVIDE 20A /1P FLUSH MOUNTED SWITCH IN CEILING AND CONNECT TO 1/30 HP, 120V CABINET HEATER. 3' PROVIDE 20A /1P FLUSH MOUNTED SWITCH IN CEILING AND CONNECT TO 1/4 HP, 120V AHU2, 4, SERVICE /DISTRIBUTION PANEL 'DP.' 5. CURRENT TRANSFORMER ENCLOSURE. 6. C.T. TYPE METER BASE, 7. TELEPHONE /CABLE T.V. TERMINAL BOARD 'TTB.' 3/4" TH, 41W X 8'H CD PLYWOOD BOLTED TO WALL. 8. PROVIDE 3OA /2P, NEMA 1 DISCONNECT SWITCH AND CONNECT TO AIR COMPRESSOR. PROVIDE DUAL ELEMENT FUSES PER MANUFACTURER'S RECOMMENDA- TIONS. 9. PROVIDE 30A /1P, NEMA 1 DISCONNECT SWITCH AND CONNECT TO CIRCULATION PUMP, PROVIDE D.E. FUSES PER MANUFACTURER'S RECOMMENDATIONS, 10. PROVIDE 30A /1P, NEMA 1 DISCONNECT SWITCH AND CONNECT TO CIRCULATION PUMP. PROVIDE D.E. FUSES PER MANUFACTURER'S RECOMMENDATIONS. 11. PROVIDE 30A /1P, NEMA 1 DISCONNECT SWITCH AND CONNECT TO BOILER - BURNER. PROVIDE D.E. FUSES PER MANUFACTURER'S RECOMMENDATIONS. 12. PANEL 'B' SURFACE MOUNT. 13. PROVIDE STARTER FOR AHU1. SQUARE D #SAG -11. VERIFY CONTROL VOLTAGE AND O.L. RELAY SIZE WITH MECHANICAL. WOTIC& Plana are ap rMW@aeapflog 14. PROVIDE STARTER FOR AHU2. SQUARE D #SAG -11. VERIFY CONTROL VOLTAGE aassinssoionin lonf Al/workmust pass inspection 7rt conformance with all AND O.L. RELAY SIZE WITH MECHANICAL, appiteabla codes and rag"Iatf0ns, 15 PROVIDE STARTER FOR DISHWASHER EXHAUST FAN. SQUARED #SAG -11. A P PR IVI VERIFY CONTROL VOLTAGE AND O.L. RELAY SIZE WITH MECHANICAL. PIE' 16. PROVIDE STARTER FOR RANGE HOOD EXHAUST FAN. SQUARED #SBG -1. Dad' - �etmI (INTERLOCK WITH MAUI STARTER.) 120 VOLT COIL, -_I' 17. PROVIDE STARTER FOR MAU1. SQUARE D #SAG -11. (INTERLOCK WITH BY BuMingiifficaal FORT TO- VVNSEND RANGE EXHAUST FAN.) 120 VOLT COIL, CITY OF 18. PANEL 'M' SURFACE MOUNT. _ 19. PROVIDE 20A /1P FLUSH MOUNTED SWITCH IN CEILING AND CONNECT TO wi RiiO "r, 1/4 HP, 120V AHU1. J* 20. PROVIDE 20A /1P FLUSH MOUNTED SWITCH IN CEILING AND CONNECT TO tl 1/30 HP, 120V CABINET HEATER, 21. PROVIDE STARTER FOR EXHAUST FAN -RM. 001, SQUARE D #SAG -11. VERIFY ..'* � r £� CONTROL VOLTAGE AND O.L. RELAY SIZE WITH MECHANICAL. t The Miller/ Hull Partnership Architecture and Planning Room 220 Maritime Building 911WesternAvenue Seattle,Washington 98104 Telephone 206.682.6837 STRUCTURAL H.K. KIM ENGINEERS 612 Bellevue Way NE Suite 2202 Bellevue, WA 98004 (206)454 -9426 MECHANICAL D.W, THOMSON 1932 First Avenue Suite *211 Seattle, WA 98101 (206)443 -3444 ELECTRICAL ATKINSON ASSOCIATES 754 Garfield Seattle, WA 98109 (206)283 -2852 CIVIL ROSEWATER ENGINEERI. 1932 First Avenue " Suite *711 Seattle, WA 96101 (206) iE PORT rOWNSEND, COMMUNITY -" CENTER f i POWER SIGNAL PLAN_ LOWER LEVEL I IE5