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12587 SW 68TH AVENUE 'I n i w },.,' ., ...........:,. .«.n_...,..:.:_ _.....,-. . ._...._,.•,>...:., ......... .....ri:...,...w- ,«..i ,...�.. .:....,,+w«.....,...,... .... ............. .............,,...... ......n.a.,,fsr:..y.....la:,wa:.iso:.g�,:�r:i.rr,s.;...:.......r,.«,w..w..aa.._:,a...,,...,.��..,..- ....,.._.u_.... ....._....,.n...._:...e:.wY.r,m:a..w......uw.�.,.._ rc.... ._- ..,r,w....M....., PEn0L1j10N_ FLAN KEYNO _per'--_.MO ItION GENERAL NO7E5 011 REMOVE EXISTING WALLS FROM BOTTOM OF I. USE CARE AND CAUTION DURING DEMOLITION TO FMD, TENANT SFACE IMPROVEMENTS WALL. TO TOP OF WALL_. IDENTIFY,AND PRESERVE EXISTING UTILITIES, DO NOT t DEMOLISH OR ABANDON EXISTING UTILITIES WITHt7UT FOR . .;., [:21 REMOVE EXISTING DOOR AND DOOR FRAME. VERIFYWj SERVICE RJ NCTION AND IMPENDING NEED FOR.THE NOT USED. RIc"1OIDELED BUILDING. o 1. RE-ROUTE EXISTING UTILITY LINES NECESSARY TO MAINTAIN FARMERS Ii 5U ANC REMO4`E EXISTING BATHROOM FIXTURES. EXISTING UTILITY SYSTEM - LANDSCAPE IRRIGATION SYSTEM, t` EXTERIOR LIGHTING CCNIA41T,WATER LINES,ETC, RE-ROUTE 0 REM0/E EXISTING CEILING. WHEN THERE IS A CONFLICT WITH NEW CONSTRUCTION. 12585 WF3TH AVENUE TIGARD, OREGON c31223 © RMOVf EXISTMC9 FI.00R9tNrx 3. PROTECT TINE EXISTING BUILDING FROM DAMAGE DURING DEMOLITION. PROTECT INTERIOR FROM WEATHER INTRUSION. " Thew drawings ne ❑1 REMOVE EXISTING HOSE BiB. KEEP EXISTING L3U!L,DING CLEAN AND FREE FT�.3`'1 DEMOLITION DRAWN BY : remain the property Instruments of esrvlce WORK DEBRIS. YQANB at the Architect. Any ® REMOVE EX18TMG FIRE EXTINGUISHER ARCHITECT: CL IENT: CHECKED changes, publication, CABfNNET. RETAIN FOR USE IN THIS PROJECT. 4. REMOVE DEMCL:b1 r:0 MATERIALS FROM SITE. VERIFY WITH RIBS or unauthorized use Is prohibited unless OWNER PRIOR TO 3 ART OF DEMOLITION WORD ANY APPROVEi) : expressly opproved by z ® REMOVE EXI3TNG GYPSUM BOARD FROM SALVAGED MATERIALS DESIRED BY THE OWNER. the Architect. ARCHITECTURE, P.C. JNL OEBiCxN, INC. �$ �� EXISTING UUAL.1_. SEE FLOOR PLAN FOR 5 COORDINATE AND SCHEDULE DEMOLITION UIORlC WITH Copyright 2QOs LocarloN. ' BUILDING TENANT (iF ANY)TO MAINTAIN t3UiLDING INGRESS/ 1001 S.E. WATER AVENUE, SUITE 350 k3l r spa , EXiSi{NG WALL TO REi'1AM, PATCH AND EGRESS AT ALL. TIMES. PORTLAND, OREGON 97214 REPAIR TO A CONDITION EQUAL TO OR Randal S. 3auaden Atrhitect/Premdeat BETTER THAN EXISTED PRIOR TO WOW OF 6. NOTIFY ADJACENT 15UILDNG TENANTS OF ANY UTILITIES CONTACT: HOLLY SCHEIN � THIS PROJECT_ .OUTAGES MINIMUM 12 HOURS PRiOR TO THE OCCURRENCE. (503) 103-1213 FAX: (811) 162-8222 r- 4� 1. WHERE INTERIOR DEMOLITION REQUIRES FLOOR FINISH 01 � COUNTRY ('.1113 RD. 5Q3 982-1211 11 EEXISTIN. WINDOW AND WINDOW FRAME TO NOOD13M, OREGON 97D7 1i 37"-7929 RE11'IODE. REMOVE FLOORING TNROIJGHNOIUT THE WHOLE A SPACE - NO SPLICING/REPAIRMt� OF FLOORING IN M _ A D EXISTING DOOR AND DOOR FRAME TO MID-ROOM. l�yl � ❑ REMAIN.A'� N'!. WHERE INTERIOR DEMOLITION REQUIRES GALL REMOVAL O b� WOR'. , . Y ® EXISTING FLOORING TO REMAIN. COMPLETE SUCH WORK WITH NEAT AND CLEAN WOIW IANSHIP PROJECT INFORMATION: DRAWING I' p-� sy h - LEAVE DEMOLITION SO NEW AND EXISTIN%Ct7NSTRllCTIONi DRAUJING INDEX: Q EXATNG CEILI (O REMAIN. CAN INTERFACE WITH NO DISTINCTION BETLK.;JN THE TWO. �[ IV ❑ PATCH,REPAIR AND FINISH FLOOR SURF4CE 34ERE WALLS INTERIOR TENANT SPACE I fPROVED'ENTS TO AN EXISTING v! �' EXISTING HOT WATER HEATER TV i�ZMAiK ARE REMOVED IN PREPARATION FOR NEWS FLOOR FINISH BUILDING. Al - PRO-Im.CT INFORMATION, MAPS, SITE `=� 5 � � — ❑ ExIsrING L cTRlc To AIN ovER EXISTING SURFACE. PLAN, NOTES, DEMOLITION PLAN ~ ,_` j ® ELECTRICAL AL PANEL tM OCCUPANCY TYPE: B - OFFICE e. WHERE INTERIOR DEMOLITION iTION R!`GIJIREB CEILING REMU1/AL CONSTRUCTION TYPE: V-B tl tl EXISTING ATTIC. ACCESS AND LADDER TO COMPLETE SUCH WORK WITH NEAT AND CLEAN WORKMANSHIP. peal:ALLCW«4BLE AREA: 81�SF A2 - FLOOR PLAN, SCHEDULES, DETAILS �CIN LU ION 50 NEW*0 It CAN INTERFACE LEAVE iTWITH NO D18TNCTI( NISBEIUEEN THE TWOTM . . 13UILD03 AREA; 4,51x5 OF •- ! I I I I EXISTING CRAWL SPACE ACCESS TO �EMAM A3 - REFLECTED CEILING PLAN, NOTES, \ EXISTING TENANT AREA: 1�6m SF DETAILS (l Z I � �.ut r t T! 19 REMOVE EXISTING CABINETRY. tJ ❑ occuPAht LOAD: 3,`r�occuPANTs SITE PLAN KEY NOTES A4 - DETAILS C n I I OFF�� SPACE: 1W OF/ W ■ 8 OCCUPANTS I C� ROOM: 138:'fF! Fi ■ Im(ACCESSORY) WAITING. 91 OF / 3 • 31 (ACCESSORY) � - (n 2 1J I I � ❑I EXISTING BUILDING. - ,s NO AUTOMATIC FIRE SPRINK,LEP 6YSTD«i REQUIRED. -- 1 Q EXISTING PARKNG LOT O -❑) � 1 I � EXIT SIGNS NOT REGxlIRE�(tic IE031B2 EXCEPTIONS I 1 1) � L- L ❑3 EXISTING HANDICAP ACCESSIBLE PARKING STALL r , I EXIT REQUIRED U _ ' ❑4 EXISTMG HANDICAP ACCESS ROUTE. W r LL �;".I-lAtalCAl. AND ELECTRICAL BY SEPARATi PEi�11T... _.. — o lJ CONTRACTOR STAGING AR.:A n A S � ❑ CONTRACTOR ACCESS ROUTE � GENERAL NOTES: I I L ANY CHANGES OR DEVIATIONS FROM THESE PLANS'�EED TO BE IL THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USNG APPROVED BY THE ARCHITECT. THEIR BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE Z SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND/OR INSTALLATION 2. IF DI!V61ONS AR!E MISSING OR M QUESTION CALL THE ARCHITECT. DO MEANS,MET{;005,TECHNIQUES,SEQUENCES AND PROCEDURE AND FOR � 1 NOT SCALE OFF OF PLANS. COORDINATION ALL POR'1•IONS OF THE WORK UNDER THE CONTRACT. W II 1 \ 2 _ 3. CfMRAL CONTRACTOR SHALL VISIT THE SITE TO CHECK EXISTING 12. DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION I, CONDITIONS. SHOULD CONTRACTOR FIND CONDITIONS fWIC 4 THEY DOCUI EN'TS. 6 BELIEVE WOULD IMPEDE.THE WOW OR FIND DISCREPANCIES BETU:EE'TN Q THE PIANS AND IEXISTING SITE CONDITIONS,SUCH CONDITIONS MUST BE 13. ALL WOW SHALL BE EXECUTED M A NEAT AND WOWMANLIKE MANNER, IID t=-t I ' I REPORTED 11T'EDIATELY TO THE ARCHITECT. FAILURE TO ADVISE ULL ACCEPTABLE TO ODER Z I CONSTITUTE NOTICE THAT CONTRACTOR!S FULLY SATISFIED WITH THE 1� { I I I EXISTING CONDITIONS AND THAT THEY INTEND TO PERFORM THEIR 14, WHEN WOW NOT SPECIFICALLY CALLED OUT 19 REQUIRED TO COMPLETE AUG OBLIGATIONS WITH NO IMPEDIhf ms TO THEIR WORK THE PROJECT,IT SHALL BE PROVIDED AND BE OF THE BEST MATERIALS � ( , AND WOFJCMANSHIP. Ltl Y Ur ,tvrtliL L1� 4. MMB NOT INDICATED IN THESE DOCUMENTS THAT CAN BE LEGITIMATELY r 5 AND REASONABLY IFERRFD TO COMPLETE THE WORK SHALL BE b. CONTRACTOR SHALL GUARANTEE ALL WORI<MMISHIP AND MATERIALS ���T1T�T� »' <r FURNISHED BY THE CGNIUCTOR AS THOUGH iT WERE DETAILED HEREtK FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL 1 !! 5. PORTABLE FIRE EXTNGU'bHERB SHALL BE PER NEPA",2-A: 10-13C C041PLETIO''1 LIN WRITING). RATED MIN. its. UNLESS OTWE IISt: SPECIFICALLY NOTED,THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALT.LABOR MATERIALS,EQUIPMENT,TOOLS, 4 b IO 6. EXIT WAYS SHALL BE ILLUMINATED BY BACK-UP POWER. THE CONSTRUCTION EQJIFMENT AND .INERT,TRANSFORiATION,AND k, 6 2 I CONTRACTOR SHALL PROVIDE EI'ERGENCY LiGHTTING TESTING PRIOR TO OTHER FAClLi11Ea MUD SERVICES NECESSAR7Y FOR PROPER EXECUTION Fac I ! 2 INSPECTION BY DiSCYONNECTNG THE MAINZ AND COMPLETION Or THE WORK � II 1. THE UN ATCHNG OF ANY LEAF OF ANY EXIT DOOR SHALL NOT REQUIRE n. THE CONTRACTOR UARRANTS TO THE OULPER AND THE ARCHITECT ALL 1 MORE THAN ONE OPERATION. MATERIALS AND EQUIPMENT FURNISHED UNM THIS CONTRACT WALL BE NEW UNLESS OTHERWISE SPECIFIED,AND ALL WORK WALL BE GOOD © h & "fAXB,PULLS,LATCHES AND LOCKS SHALL HAVE A SHAPE TN.�T IS QUALITY FREE FROM FAULTS AND DEFECTS AND Ni C(fiFORWICE WITH d ` ❑ I EASY t0 GRASP WITH ONE WAND ANiQ DOER NOT REQUIRE TKeHi TINE CONSTRUCTION DOQI"1E7VT8. ALL IIIOTNIC NOT 80 COPF�'91NIG TO '0' LLr 1! i 4 Gd?JWMG,T&IT PiNCHNG,OR"11ASTMG OF THE WRIST TO OPERATE. THESE STANDARDS MAY BE CONSIDERED DEFECTIVE, IT 15 t1 k = — UNDERSTOOD NO INFERIOR OR NON-CONFORM1NG WORK OR MATERIALS �l h Z IQ el ALL WORK SHALL COMPLY WiN ALL APPLICABLE CODES AND WALL. BE ACCEPTED WHETINER DISCOVERED AT THE TiME THEY ARE � ,��, L— I ( ORDINANCES. INCORPORATED IN THE WORK OR AT ANY TIME BEFCJRE OR AFTER THE ti I FINAL ACCEPTANCE F REQUIRED BY THE ARCHITECT,TEE 1 --❑1 L11h IV. ALL MANUFACTURED ARTICLES,MATERIALS AND F'4IIPMENT SHALT BE CtXNTRACTOR SH&L RM04 SAT18FACTORY EVIDENCE AS TO THE KIND b I I APPLIED,INSTALLED,CONNECTED,ERECTED,USED,CLEANED AND AND QUALITY OF MATERIALS AND EQUIP ENT. 4 CONDITIONED IN ACCORDANCE WIN TINE M"IFACTUF E'RS'WRITTEN REVISIONS r M THE CONSTRUCTION DEL TIGARI) -4^ M � SPECIFK,A.IANS OR MSTRIICTIArB IJN.Esb HEIREIN/lFTER SPECIFIED t0 1S: 11NE WARRANITiEB AND GUARANTEES PROVIDED I, THE CONTRARY. DOCUf'E O SHALL BE IN ADDITION TO AND NOT N LIMITATION OF ANY OTHER WUAiRIRIWiY OR GUARiwrY OR RD"rt�Y REQUIRED BY i.AW G .. ..... BY THE CONSTRUCTION 17M rtx>wail��m►ved.............. [ n , i4i ... FinRMn s ,�+.` A t►ed............... ` 1 NttMbee. Z ► 2 �`1 s 7 p A I I AR" 1600 bw P LAND O T LL TIGARD `o�,"�� I I Conrtrudi e Tym a PROJECT SITE: SEE s 12585 68TH AVENUE HILLSB R AT ccs C.-I TIGARD, OREGM 9 3 rT- ..� _ SEE McMINNVILLE _ A PROFESSIONAL F CORPORATION k *- AREA N'JF WORK a)u a �t G SEE ..__ ..— .—.— — 2225 COUNTRY CLUB ROAD E03 A I SAL WOODOURNs OREGON 97071 I (503) 982-1211 + PROJECT NO.: DRAWM NO.: A z5 DEMOLITIONPLN i3 S11 E I LAN 5 VICINITY MAP � AREA MAP `' �� "'1'-�� Al l"•��'-m" AI 625 NTS NTS . OA E - 1 a� 1I 1 if JILM 20M Mirl i ,... - ..-..._. --....+..+.......�..�.wwwr-- ._,....��..+„w+.. .___-.._.-...---• .*.,+......•-'-.__ _�"' .........�.. .. ...r....�+........-�......-.-,..-.... +�.,-.. ...-,--_. ..,......-- ...-..,....-r.-- ._,_._.._.._ �.....-,.-..�.+....�...----.w....._-._.�� .�...-..-,...,._-.-,,...+- "'.'+�'unM'+�:'"_, � ..1wd��M•8'�'�MMMMN '��t�"..�..,:,,,eYywaHre 11 f lift U!1 Til: { ti t, T"T'l 11{ ili t.l 1111 iII Itis ILEAISa.ITYSTIIpCRiI 1 t t Tut n 1Ii11,liuillnllnlll iril111lI1uI11itIlIIIIII1IIIuIIInIIIuI1111,IIuI111nui,niultlillllllnlni IuIIInnI1IIRIunluullllllnnlilniiiRllli'itniuul la 11 la I3 14 to I'T t>g 10 P-0 211 22 23 24 25 �d 27 ae 2!D 30 , tQlN�wl dM , L...r r : 1 t 3i 7•l:: e� "iriro T y y� iM1'P;; 'Jx f t Y , ME 9 t11A1 I P5FE@ i s` ' � 3PETAL 6TLD6 Wf4 ►' TYPE 'X'GYFUBOAfD Cd -LOAD jEW�ICFRAMING YG h 25 CAtCL ANON WiW &r)E& 3jj6 WtM ATTEATION BATT NO LAT10N ONOT USED❑ �GEPMT MINTER. OFL. .i I `GC4 !� U N STUD SPACESWALL FROM FINISH FLOOR TO BOTTOM 4.^ 2. ,�,y JAMB FRAMING ❑ EXISTING140-7HATCH OF ROOF DECK EXISTING ILIAL! TO REMAIN AS 16. WALLS, T�OI�lLE (1)a 20 GAWE. ,a, i NO NAME FL. A NORTH EAST 6WTH uEbi GEiLMG RE 'SAWS 5 _ E(MTWs GRAU SPACE G ILI�R TOO ltJr%: WATER RE618TANT T1 PE X' EXISTING WALL WITH NEW WATER RESISTANT TYFE 3. ALL NG LEADER FTRAt1irG ACCf58 GYPSll1 DOARD ON BOTH SIDES. GYMM IDE BOARD ON RESTROOM S . MAT Am mA Fid mA FN MA FN MA FN 4T `'DOABLE MEMBERS(2) i 16 GALIG q , r 4 E)OSTNG ELECTRICAL PANEL- O JVILAR TO <% iU'%1 WATER RESISTANNT TYPE 'X' 3�y' METAL STIDS WITH SOVrD AITEJJLJA.ION PATT 101 WAITING CT CT E SLP )4315 SLP 74315 SLP E SLP 6MCT F 9'-0° 2O ❑ GYt''gIIM BOARD JN RESTROOM SIDE NSIL-ATION N STUD SPACES. %' TYPE 'X' GYPSUM S DcISTNG NAT WATER 14EAM-R. BOARD ON @OTH SIDE& WALL TO GO FROM FINISH I 102 WOMEN CT GT W5515 SGE W'a15 SGE IWGt SGE 15 S6MGT F 9'-0' ❑ •� OD DOUBLE 16 GAUGE STUDS AT ALL WAIJ-END6 AND FLOOR TO BOTTOM OF EXI6TNG ROOF DECK WALL TO ❑ ALIGN WALL WITH EXISTING WALL OME7� WALL END AND WALL CORNER STLDS TO SE 18' DEEP. SEE s I03 MEN CT CT WG15 6GE WAD WAGE SGE 5 6WGB 6GE &MGT --- 9'-0' al 6 EXTEND FROM FNJSI4 FLOOR TO STRICTURE ABOVE. iUATk'R WALL - J 1 WATER WALL WRAP STI.W ON E)d*OND-TO-EYE ViEW SMACES IUTH 104 UTILITY E E E E E E E E E E E E E ❑ 5/8' TYPE 'X' GYPSLM BOARD. REMAINDER OF WALL IS O 5tj METAL 6M;6 WITH %' TYPE 'X'SYPSU M BOARD ON i9 23 37'METAL. 8T11D3 AT h-4' ON CENTER WITH 3t' SOLM t►r.w drart►gs as FESTRIOOM WIN SEE !30TH SIDES. 31} -vaW ATTEKiATION BATT INSULATION DRAWN BY i05 OFFICE CM MR F SLP XGD SLP E SLP E 6L.P 6MC.'T --- 9'-0' A3 �, ATTENJAT"10N BATT NdUi.AT'ON N STLD SPACE 5/8' t+st,un+wt, or Nrvtc+ Yt►i HAL-1IL44Y CPT R E SLP >*a SLP d.P SLP 6hlCT --- g'_D' TYPE 'X'GYP&J M BOARD SI•EATWNG ON BOTH SMS N S O SPACES. WALL FROM FMISid FLOOR To BOTTOM cNE�G►(HEo cthe Ar�a+u tiny '� ❑ GYP" BOARD BEHIND S�iC OF ROOF DECK cr unauthorized use to AND CAP OF U14L.L WALL FfiCai-IT: 1-0'FROM F4r115H d1Of�'• P"a�t0n. 101 HALLWAY CPT R'3R AGB SLP X315 SLP XG15 SLP --- --- SACT --- 9'-0' R.COR TO TOP OF U14L1_ SEE PRO prohlWted union app 108 OFFICE CPT R!!R )K�15 SLP )4315 SLP E SLP X315 61P SMCT --- !9'-0' b APPROVED �+�r Architect. by Dc16TR1JG DEMIStdG WALL W/NEW 3'�' 20 GAUGE METAL 13 RSS ���it� A3 STUDS • i'-4' OG.�' TYPE 'X' GYP&r BOARD CN BOTH FOR TYP'K-AL W LL)FLOOR C:�CTiON SEE 109 OFF ICE GPT 1R X315 3LP E SLP E 5LP XCb15 '3LP 6i9CT --- 9'-0' 609-5. WALL TO GO FROM TOP OF DEMISING WALL TO A3 /� I ! ' //�� I I (/� I \ ' /� *f jp BOTTOM OF ROOF [)EL2C FOR TYPK,.4L U14LL/l�iCX,f DECK CONNECTION 5CF � fi0 1CITCFENETTE CPT Rl9R E SGE E 6GE )0315 SC=E X315 SGE 6t9CT -- 9'-0' ❑ 2!� Wt-1�E W�^'�' L E L.E Y AT I OI M �y EXISTNG EXTERIOR W41 - FOR T1'F'KA WALLITIW58 CC"CTiON STB: � i i --' ' 1/40=11-00 �1 OFFICE CPT R8R XGB SLP E SLP 70315 6L.P X315 SLP SMCT 9'-0 IQ CO f E14EN CE CT GT E SLP E SLP XGB SLP )9315 SLP 6i'1GT --- I C ABBREVIATIONS FIN15H 5CHEDULE KEYNOTES COPT CERAMIC TILE 0 4'-0' HIGH CERAMIC TILE WAINSCOT. - D Q Lt E EXISTING ADAISTA ❑1 WATER Rb16TANT TYPE 'X'GYPSUM BOARD 13EI4m SNIC t3LE FiN FNISH SHELVES 1- , i FL FLcx7Rid3 O 111 HT HEIGHT MAT'L MATERIAL F43WJGERATOR 9 F F LU NO. 1110014 NIMc1ER glr OItI t3 U FOR R�6ER BABE SM-T & PEi7ED I"ETAL CEILING TILE WATER C WAITNG/ aimZ SE SGE MI GL066 t'Et_ENAPARlT SL.P SATIN LATEX PANT iO RESISTANT TYPE _- °a EST C4NFEF4NCE ROOM WG15 WATER IREWTAHT TYPE 'X'G :='8LM BOARD BOARD EE14ND LL - 1 -� E n L.L XGB TYPE X GYP" 80ARD _ � lL Si�IC In I i - N6LI.ATc PiPES SPACE O DOOR 0 C 14 E D U L E 0 ADRLJ6TA8LE ( LLI LL- LOCATION SIZE DOORTWKS , FRAI` — NO REMA 4'.5 - -�' 2 U A WAITNG WM 7 3'-4r X 1'-rfl' E> IST :_ 1:21 ❑3 — — — WOMN IO2 2 -O' X 1'-0' A P,14' SC WD ST L� ST VA4,2/A4,23/A ❑ �1 13RE#A1� T I ROOELEVATION _ � �— A� w 1 E=I -@ ti� FLOOR PLPLANLEGENDtD I � LL2 D MEd 103 3 3'-dD'X 1'-0' A i3� SG UrL ST !LQ ST VA4,2/A4,23; L4A FACE OF STUD UTILITY 4A 4 '-dT X 1'-0' E 1ST --� 2 — CENTER OF STUD '•0' X 1'-0' B psi SC LLD ST l4U ST VA4,1IA4 ❑ —• \ FEC. FIRE EXTNGLJISH£R _ CAB*ET SEE - CFF'ICt: 108 6 '-0'X 1'-0' 15 134 6C WD ST LLD ST VA4,2/A4 2] FOR TYPICAL MONreNG EEIGHrs SM n I Io�.WaY e � w - - Z OFFICE 109 1 '-0'X 1'-0' 15 114 SC UV ST 4115 ST VA4,2/A4 � � - �� � [3'3 Z IUTGf?NETfE WATER RESISTANT T" X WATER RESISTANT TYPE C� -- --- --- --- --- --- tLD ST 9/A4 ❑ GYPSUM BOARD X GYF'S11M BOARD IV dIA EN CONFERENCE 9 -0' X T-0' B F -- F F UJD ST VA4, 2/A4 t �x �--PAPER TOIJEL i 2'-0'x 3'-15' ., r A88REVIATiON5 DOOR 5CPEDULE QY NOTES ,. _ED �� aT�o�ER DISF SER -- E GL CA.AZ11iCs l i •�bED OPE�ICI 600A, L_ -GRA015AR " t `" HpI NQ. ii4iR�LAl� GtlOUI°KYBER (2 DOOR ba4Al.L NAVE L.EV9R HANDLES Tl'P. MEAL MATL t'1ATERAL. LAVATORY �" WAN6CC7T � � / NG. U=NllMI" Fj] SIGN WaXED AT TOP OF DOOR TO WAD,-nO D��R MUST ING II - RAT1G FM PAT049"W-OGe7 D DIiRlP3s MWES6 NOIM'briN 5WALL 13E N NStL.ATE P�`� 6G SOLD CANE LE'TTEIR6 NOT L.E56 TAM 1 U:14 WjW ON A QZTRA6TN6 TOILET PAPER 6T 6TAN FNW 44 DdCKC+A0t1D• 014N5(.OT D p Tw TWKX EW H WD t1JOtOD 152 i yf S . 'r• LIGE MIANFACT1i49M 6TA 1M TRIM PECE6 AT ALL INUX 4 CUT60E CCOM TOP 4 E ib 80TTOM OF PAFELS 4 NTEWEDIATE JOINTS OF WANSCOTT NTERIOirt :3 4 i 0 r I F vMrTY ys. is RESTROOM ELEVATIONS ® H A 6 A BREAK '4-@' G 4 ISR ! F.E.C. C!) f ROOM �9 A .v1 M � o � , 1 ® — .n WINDOW SCHEDULE A � ,� Q A _ � REvesloNs SIZE �t TOP OF TOP OF / `� Oi 1 � ►- MARK DETAIL F NAWG3 RM PJP�DIlT t 8R1 OFFICr A E D F�IGI til _ � W-V 2'-V 5/A4, b0A4 ALL M M.E. t _ § FL 1901 10M A ` ' r O r- / AIRIE ARiE EXISTMG EX*TWj EXISTING IIAIdDOt115 t E $ OF R 7 � _ / OFA M>� E YtATIri2 n'P F ' AW'1 ALUMUr $ - ME. IMAX14 TN4'J+ �y' C-2� �-- ;w f , A _- 1 T --- t, c `•.'J _ _ PROFESSIONAL RF. � $ 1+> dLA06�AT q'-3' F Y-6p I'-o' CORPORATION _ adolmum Ramie � � we M"11 c,N A4 C 2225 COUNTRY CLUB ROAD WN 2a 5G1'�EDIjLE, KEY AM r-6'a'EM 1NOODBIIRN, OREGON 97071 MOUNDING HEIGHTS REFROOM PLAN FLOOR PLAN _ I 13 9 (503) 982-'1211 }t Q A2 14 3/8e•I'-Id'° A� "•I'-®� PROJECT NO.: DP.AIMNG NO.: Q -�• � 4 DATE06?5 2 -•J •A n.wiw. F �f .;o-^ ;awtbJllMkk'1�Metry:.. - ..+w+w� '(+i MNWllil►iN� w,W r NAwMih+d► ..w... .: .._-_ .._--...-.- -_.... ._ _.._......_ ..,.._._.. ..-_ ._._.._..._._. ..__.._... .. _._.. --.....-__..__.__._ ....... ..gym__.-.. - ' , _ j�tl tai ►Sti ll ',�scl.I ' � 22 7 r8 I' L.EGORHY aTL�IP 21 22 '19 07 f o20 173 t td Y` .. .. t 1 �I.' i,r•�ftk' I� ,�.y II.�' 1 t 6 4 YW 1 rz , ;p P I8•! VERIFYL. \ d 3/4' 4"0 5CH 40 PIPE, MAX LENGTH 8'-9' No>zTH EAST DRILL 5/32' HOLE LREFLEGT D GEILINCi PLAN NOTES LEG AND INSTALL 44 AUn MACHINE COLT �r .>t1JD LOCKING NUT DOUBLE STUDS BOTT1"'1 WA 40 PIPE, LIGHT FIXTURE TYPES,MOWING BY GENERAL CONTRACTCR, 8'-i" HK�H - 2k4' .CHORD OF \`�� MAX LENGTH 13" HEAD TYF. S TFAW WEST ' SEE FINISH SCHEDULE FOR CEILNG HEIGHTS AND CEILNG TILE SUSPENDED GRID - SOUTH TYPES. SEE FNISH SCHEDULE o FOR PANEL TYPES. SIMPSON STC TRUSS ' T1'P. HVAC SUPPLY AND RETURN REGISTER SIZE TYPE,AND RESTROOMCLIPS•4'-0"Of.;. ' 20 MAX L WIRES MOWTNG/INSTALLATION BY GENI:' R RAL CON(RACTO WRAP GYP.BOARD --� ��� Th... drAROLND awings a. CROSS TEE : MAN BEAM `�°::.:':••.°<�• •••.+ DRAWN BY Inetrurnllnt. o/ service WATER WALL `SEE FLOOR PLAN TYPICAL SUSPENDED GE IL ING SYSTEM _"'';: Exl:;rlN�GYT'SlM BOARD Arls of th ArrhltecL property y I'QJ-r':i''!y••5 CEILING. CHECKED changes, publication, FOR WALL TYPE NOTE: GRID BRACING ASSEMBLY 12'-m•OAC.MAX IN EACH GING: HctsB p�ounauthorized iu i�ari i,�u•e h DIRECTION.USE T1 GA WIRE TYPICAL. INSTALL IN prohlisaly unless rd by SIGN SPECIFICATION:DACE NtllNA1pNAl —_— APPROVED ACCORDANCE WITH h�eer the Architect. AACWMCNPAL 8101+M UH.E"ADA-dtll11�s"I LWZA X48.1. RMTRAINT WIRES&- .L BE NO.12 GAGE HARES SECURED TO THE RS8 MMM RAID t1ME Ct 4RACTI lm AiNKM TO FAMLAX ZS L �,$ CAF yright 2008 � � MAIN RJt1ER WITHIN 2 NCHEB OF THE GR088 RUNNER It!NWACE YWL MOM,GRACE Z CII IZ �1 �'H NTERSECTION AND SPLAYED W DEGREES FROM EACH OTHER At AN ANGLE NOT EXCEEDINs 45 DEGREES FROM THE PLANE OF THE CEILING. HEAD n III /� /� I I /� t I I CONN. '`/�*i*I I ( *I �'` NOTE. VERIFY GRID CONFIGURATION WITH OWNER ' K'24 E5�ROOM 5ICSN HEAD � WATER FE!1�",TURE ,�p RO01 /TfRU55 COI �I . �� SU�P�I V��� t✓� I� I�� HORIZONTAL RESTRAINT PE FIS SHALL EE PLACED 12'-m" N Pf?10R t0 NSTALLAtION BOTH DIRECTIONS U1TH THIS FIRST PONT WITHIN SIX FEET FROM >^ 3N.r-0" A3 IN■r-ON A3 1V2 11 21 -0" y43 NTS EACH WALL °' A o 2" 2' Q EQ EQ ROOF DECK SIGN PLACO'ENT WATER WALL - ' --*— OPTION 2 _ _ IJU TYPICAL WALL � WRAP GYP.BOARD 1,ga._ D _ 24 25 ( I LU A3 DOUBLE STUDS �" U ---t--+-— - 0 END OF WAIL B 16 L._ t__J TYP. ,eL3 Ag SQL V SIGN PLACEMENT ATTACH WALL -0 OPTION 3 SHEATHING TO nn STUDS NOT TO 11� U TOP TRACK .n Z 1_ CD 18"t VERIFY w U � &A3T; 5IGN INFA JAMI ts WATER FEATURE �15 WA / 00F N � UL UL A3 3/8 Nal 1-YAH ,43 1NEI 1-0II /\ �1 IV211.1` 11 NOTE MOUNT t OF CABINET I z FACE OF WALL OR 4'-0" ABOVE FIN.FLOOR PARTITION SEE FLOOR PLAN Q II'}• 0 METAL GRAB BAR FOR WALL TYPE TOILET PAPER DISPENSER INSTALL%"TYPE W GYP.DD. AT 5AC!(,TOP,BOTT. 1 SIDES OF RECESS SEE PLI�ING PLAN EXISTING FIRE EXtINGUIFR I6 n OR 6LE FOR '° _ METAL RM�R IW 6PAX FIXTURE TYPE "� SIMILAR ALL FLAT WAD 88 ABC 6CPVA%-I V4' • 1'-4" DEMISING WALLS peISTNI�WA.LO�C.Or..ATTACH TO BLOCKWt IN WAIL wil-RECESSED FIRE t'TYP) - EXTINGUISHER CABINET IZ I STEEL STUDMqu ` —Ab"X 25 GA GYM 8TUD FRAMING •FAICE88 VERIFyyYQuUrMIT�I,T�Yy UTN .`�, ., ,• ,`::;'`._; , -`:" ..,� UJA /l�A CONN, •• +•:�:�.;"a��r.t: .� �:.'�..:•'.."•' .,.Tt•«' 26 L L LL. _ 12 C RA5 BAR CON FICA.. �s SIRE EXTINGU15HER :_� -..:...Y:.n�`.�•'; .,',;," •'-r -. 2 A Q(ISTiNG 18lNCs 1'1'''AA1' 1' e 1 :;._'.,� _' :.:,_,-•_' , U&L Its NI -0 A3 NY11-0N 1 01 1-�N .y-<.t;.�;ti•.,y.a...��t 7• •o'L 3 A� r•• 1: REVISIONS Ills TYP. a WE FLOOR PLAN FOR WALL- TYPE � t3 w n r. — METAL �R IW A', A3 A5 6PAX FLAT WAD SS ADC 6C1 0%-11/4" • 1'-4"O� dU6PkTDED CEILING SIFE FINISH 6CH*P" I RESTROOM I FOR BAN 1YPE 'i, . . �. � �•�.� . �PLASM ROR IilAL1 FINI6H FLOOR MOOR A PROFESSIONAL TYf' 3 3 TY�. CORPORATION ` ., � �GiN GIFIGATIONs lJOHNIUM 2223 COUNTRY CLUB ROAD . � «.������� wQODBURN. OREGON 97071 r�RII�ttMlll al+wa+aw A}lIL�m olAastAa. A;� L i >s vMn 11MlA.t1��f 01111r ti B c .y (503) 932-1211 r25STRoo�1 51CN » uJAL�.icIL.ING CONN. 13 uJAL.1.�1�ooR CONN. REFLECTED CEILING P�.,4N ' PROJECT NO.: DRAWING NO.: 3 .I-1�` A3 I 'al'-�' A.3 I�j'�I` ®" A3 �Nel1-�� DATE43 3 L1 1+ JUw 20" f 4414 ter �..:... +� r LEGELITY STRIP Ct11 1 I I I I 1 11 ini{n11 1 u I IIIIII IIII II ulllu i iui{nn Inylin Ini{uIi IIIII1111 uuluii II i Ilii it i Illa� `jill�."l1li+ I I I � I Olwr•1 nln i0 1 1 19 13 1747 .1 Ib I , 18 le O 21 22 23 24 28 28 27 18 29 sp xr�t,F. R I t, .J I 1 ! 1 i , ci •ga(i4 .51,,. :.,.:. .✓;,:..r .. .,..py.a, :1;, ,.:c%n i� -;iia, hC i - ,'w a r f'^: ... . t. `; '1 ��� '��14+<{ r*�>,..`rif,i S�1,ii1A�,.. 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'�'i �4ijFu 1 #N FOR WALL TYPE . OUB \ DLE 20 GA STUDO �/ AT DOOR JAMB 00.9" STUDS s JAMB + — ow GYma" TYP DO WD.TRIM EASE EXPOSED EDGES 9O1R -OW GYP.BOARD MWIND WINDOW 3` DCIBLE STUDS BEALAM SEE FLOOR PLAN WI DOU ATTACH PER r FOR UALL Trw.. MOVAC1l�ERS „O,R A PROFESSIONAL STANDAR®e - DOOR CORPORATION C r 2225 coUNM %`X u® ROAD 0 WOODBURNe OREGON 97071 (903) 982-1211 GA5ED OPENING JAMB 5 INT. WINDOW JAM�3K--�jH.M. 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