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Plans (11) BU P2016 - 00253 ��OD AkeNo. 0. tw ,� S SCHOLLS BUSINESS CENTER / DABELLA EXTERIOR EXPANSION _ C • • SPACE : tp POR.... OREGON ite OF RECEIVED PROJECT LOCATION Z N o AUG8 zoos Z - q A ` yr ,,,.--,-,7,4, ,r, ,} A Y�-+� $ _,,. GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX z f��. ? a,F wu , yw+ 3! 2014 OREGON STRUCTURAL SPECIALTY CODE ,. f y . q .,,� ,u x^'_ �- The %: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIORTO CONSTRUCTION,CONFLICTS T-0 COVER SHEET BUILDING DIVISI r^ r (� C i .r �a „� s r tncv jj�'��� � ` ,inSHOULD BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT BEFORE CONSTRUCTION. �N CO a w z. f �yyLY^ ,e'J S 4:i4;4.44' � ..: '� "3Td N 1 M y, tiJ .- rTv 2rt 1 n Y ^ ' , k "Y CA��.'� y- ?- ';. ,,::x.r a, � >f x- '."k f' .. CONSTRUCTION TYPE: VB T-1 EGRESS SHEET Q °"'•"M�'% fit','`i ; ,`. '1 yip;ca„; ' `' ,_�t,�e=a ':" ..*J'�'' r �' � ' irpi "' � 7 2. ALL DIMENSIONS FROM CENTERO F WALL O RID UNLESS OTHERWISE NOTED. FULLY SPRINKLED U1 r,'+ , u, .�-,,.mss t �- ;'�,,. '� '". �, „�: .,> � r 3 less a.rr"' :i F AL R G ••, r , .'" .- .. "6�LtyC..- ..--.,,...,..r.-}* -i -Y'see /l?W0,. F 'T} :4 4,0 ._). .41 ;;i71 $: t • 'rt 374 -4 .. hS ,gid'-i.. L't ✓�G }; ;' : ' , : # „" kr ., z ter, ,c ,, z -.5 Fs n,1 - :36 : ." ...,--n,--r.,%=. BUILD G 1 STORY T 2 DEMOLITION PLAN Q Z O ,,. , N, " ,,,,,:_-__,T,. t. i- , �-. `,yam', e 1.,- °fit# ,,,, v + 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. IN HEIGHT: G T• '6e r 1 ;M, y BUILDING OCCUPANCY: B r g i ce s . Q f. rix.=,., E yFrx's r 9r } u:-}9�v... `, ' ::6 z # >sf i e , v -�` z. r �, Y T-3 FLOOR PLAN � W � � ato ` 4' rty , r 4, 3r"r, :' 4. UPON COMPLETION OF THE WOR THE CONTRACTOR SHALL THOROUGHLYCLEANTHEPREMISES (' O ,,'.kd,.. ,""i:Big„.,... T.. �y ,.s... . .::f$ t r.G r5 rev' .. Y eF ' J mt."- ' ' .i'1 Stalinist e ; I .: ri J �f: • v.:�. . r .. f , `°. 4r• a.t41 Nom: Lil . , ; � „,e.° • • ,• fes*,.> AND WASH THE INSIDE OWINDOWS SO U CY FOR TENANT. TENANTIMPROVEMENT SQUARE FOOTAGE4,838 SF(EXPANSION SUITE) 16,378 SF(TOTAL SUITE) 5 K In L;an . FALL THE SPACE IS READY FOR OCC PANT-4 REFLECTED CEILING PLAN d 5 U REF T IX R G Z N ,y�, env�yy,. �,,� `_ £�d; 4 3T„x;, -'-'J+'k �' w.}>; kJrtfi,i° 4 !f frr,i t. y£,. o,„ acv,�* .. .+ .c'�s4:4-Et Awl" - M ix w waF�',,t,i..„ ,, , �., I a t;. mn , r.., " r�, .�; ,. .�3 k'i : ..., , . . . :.., ;. ,....,... -. eC* O O A, ,. ., , ,„ „ 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS,LABOR EQUIPMENTAND MATERIALS PROVIDED OCCUPANT LOAD FOR TENANT IMPROVEMENT. 92(SEE EGRESS PLAN) p %'f "i4, ,`"isi i' - oa CI Arm/A lsent' n / ,*?0,41g144s;.4 �„K.- tw'X4. , -',,.°1 a°as`": '.h"„ `aki.;.` '.", °-,) T-5 DETAILS O W i5 (; t 4 ?K 'Or-- t ,is�e {i;°r - DERTHISC RACT ERIODOFON ( ) PONC M N CON R. y� ffRr y.. "w4•� �'""" CMxLl4 ,. 1jt�,: y ;t^. .: 1 k•. '�2°" `' r , ; r, . a r m, , , «'+a6. 'L,€A,. h. L. IL 5 - SINI _ _• + .r ;; ,."' r &arkn� . - t; rs °; 6. ALL SUBSTITUTIONS SHA BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ? O yk Yi_ G F 1 r r � ., , rya ''r i . "4r , e` . sF c ' IMPLEMENTATION. V v-' a+Lt . ... ru^41 s, has( 4,'. v_' ' �/ '+ r )r , ' :' e� 'fi'" } i ��i ``F SiS.4r• £bh.ae, (LI .,,', �' ,sem'... , �.: fh , ,✓.:,, ^ �:.,,sn;�:"'f� -. ry -. ��,` '•�vr'�d.a� �3, � +fir Iry f X K1J�' .Y."c�� . . : F -f a�. .„ . .;... v. 4,1,70,- $0,‘.,x:N_:. ?� :kji! � �' p >FN. L u.,-,.._^ ;t}. , '•4.,W;"" ..,. �.�;.-;- - c '_." -b " ", +„ate d VE3t _- ..:: 7: ALL SUBCONTRACTOR DESIGNED ITEMS RE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITER r/,y '^'v ,r u htn, 2. v .w- ' e "� r�"�� pt.. �, Y, r.✓ r; Z 5 . -fi ` -. 7 ;.rh, F^::1'- r4,, ;,• ,_,3,, +; ._;--- ,,, ;r `: PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK = O ~ ' -.0 '?' z B z - ts2-$7:"7:$ " ✓ G;i :! "n't r s r :' sY'#tn'f U Q t . j� "?• ' $�[ '"„"„p.':`. , , :ns ' xE{5 .1^y5f.£. is � ar , ,'sN ° ,i,y{trg }A Fi'2ER �/ V *�- �F �,�` J �,'....1' Pfi. ,,.-•- .",,,...4- ..t c`x`ur nr .v o. h efr:. ro .,^•,,.2 "l ,p �J°8'r"''YAr•.f2"}' rM rz s e LL 2 co d E: _,. "7 4 - 1-..-r. .a - ~' k . '-t ^ .' 44 `'' *". `h rs '``•^`-`r4.r4- �r v ,ras ,` < N g " �� i n g r - r 8. ANYADDTTIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE Q s r• ,¢¢ CONTRACTOR. WM�• urv :.R. v A r c "3a .e.Nr ..r�n/�y+-� rti=. p ': " 5 CO �.., r t Y ,+4fi, x .42 "1 e-y t is �/ 3. f'" $ - �.rxi. •ee F �..a y.. -:. 74F'r6 Pi af,.,,- ...`,®f " ".1'e. • • "•' qC ',:',rt,-,..„,,z .. '.:'.:Y 7. LR+ f -{m"�J#h'IY Y`ti..., �+; r. r .., �."'t r� e"�Y'.5 ?b,, t r ,} brt.., r',k ,,, „gt •, r. ; ,taag-.., =a ri ,, ;�i 9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED w in u. Y ..,. T'""-d `.t; dN' ;'.' +'»°d5,'' ,r?.. °dT ...: t' � If •.'.. r :ri"'T!. ''x: .r,,, O Z y -n r .,s,:, �,,, ` n {S 4, ,r.,.;; , ; x AND INSTALLED BYTHE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. THE GENERAL dn ; . . a � , ,• , ° r ,: . _ : . c , - W .� GENERAL NOTE - CODE `INFORMATION DEFERRED SUBMITTALS N o ^ $s s N,°- '. ;:s_ ." „ 2= p:;r'. , -: , g''�$!k, , � ,' tr • . r ., CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL t� x r. � " <. ; ' '.,, $ ?i,".,.,Nfi=""" ' ' F'r7 e--- {''•''" .. 6'�"" � , - � WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. p a "' ,' P''" F' ." :c is,?:"' +>`z• � , t r} � 134 . . s ., .;-+x ^ fin` Q .. P r, r. 'k •. srr ,, "' �w.t loo-'' ' Jif, 4 _4i-if % f.• `,� W 3 -d 4 r r i � 1. ALL CONSTRUCTION WORK SHAL BE DONE INCOMPLIANCE WITH THE OREGON STRUCTURAL SPECIALTY ELECTRICAL L �r rt s" !n.Y' �'fi..' ' a .. + '.'.. .4 - :YA 't . < ''?^:5. e" m. : I '3f ...Sr . - ., > � � " .,; i ? � � „�,,pa„ �...,z � •„���� <�;,.- � 7,17 �:,„ ��,,„„_ .�. �.�'ru ���'+ --_�';'"<:;' •� 10. ALL MECHANICAL ANDELEC7RICALTOBEDESIGN-BUILD. CONTRACTORTOPROVIDEALL CODE 2014 EDITION AND ALL OTHER STATE ANDIOCALCODEREQUIREMENTSTHATAPPLY. '''!"ea;fir 07L tl ' 'i j 4 Y �-''`: ' J i 0 �: " "' '; ` ;; , cc, DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. MECHANICAL s�" g,f�lk i t' , h s'"2'� i= S` r:r s '`: . .o:' 1°7.,% s -r : ,` L.$. > x w j is ,"14 r 4 _ r .f,. „aigy- ,, „r - PROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. .;�4"' .%` .,' �Y, a c::'.' "u 1.1-„,3'- '6H, r;' . "44 " e i° ...,ifs,:.re/7;z .: , `Ra°'t..'.��,'� "..' Cf:---L,:6.e1- „r ,,. ' 4ry ' Weil , • t-y 2: MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE&FIRE ALARM SYSTEM PER os Y < 6L ; . . "" �' s''' PLUMBING s, r ^'-_- •,:��„�' *��`����=-u�����+ :��•✓,',+ ,I .•2 a� � r _, �"z�+���.` t'-�' r ; r 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH FMO. .}I'cI '"`F�3 yr-P}::' r:1i;.•..a:.;''' , ,'..,,z .c4 ;." ' ,,t-.f. ° s, *-4 C ihv ,(.: , ,, 4:pm 're' "74, 1, E.:-• ; i- .. ",- r" ; ��sk,tD A*c�� • No. 4288 Gr- O. WU LIFE SAFETY SUMMARY • &✓te • a a PORTLAND' MGM .G�, 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3,EXCEPTION 13 ✓,'/a THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY It %(OF O�% GROUPS B, F,AND 5, SHALL NOT BE MORE THEN 100 FEET, PROVIDED THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC ,- SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 COMPLIANCE MAXIMUM PATH OF EGRESS TRAVEL- 46'-3" 0 2 ra O 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED QQ ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL < Q r MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE Z Q L J L!� TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS ( -1 O It TRAVEL,SHALL NOT EXCEED 300 FEET.(SEE TABLE 1016.1) a. X 1 O07 O ' COMPLIANCE: MAXIMUM TRAVEL DISTANCE- 100'-9" 2 � Z O ' 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1)TWO EXITS OR re 5r ' EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED THE OCCUPANT W LO Z 0 - LOAD OF THE SPACE EXCEEDS 50,(SEE TABLE 1015.1) O_ N N. M I COMPLIANCE EXIT DOORS REQUIRED- 2 O W S ' r COMPLIANCE EXIT DOORS PROVIDED- 2La- 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1,EXCEPTION 2) j - WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC 0 ) — OSPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,THE W - O SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL Z 1- 2 O NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL = p N- (EXISTING DIMENSION DIMENSION OF THE AREA SERVED. U Q to EXIT SYSTEM TO REMAIN) Q a-- N COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 36' COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 65' p I CO To Z N O I` I co a JP 1 A r FIRE & LIFE SAFETY PLAN NOTES 1 I______:70. •. MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES ►1�" A r /�i///��/////..,/Aett���i THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. Aer irAr 4. - i �' V , J-1--- r_—. x 0 ( . .1 • I 4 _2Ir W ��i ������ FIRE & LIFE SAFETY PLAN LEGEND Z I ri , r , ^ IMO PM OCC H Nom mil M. RR /1000 200 \ ..: C \ �- 109 OFFICE o occnPE J ROOM SUMMARY TAG W 2 200 A-2.1 / 110 ( ) V 1RooMSF RM OCC PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE v O I ° [O] ° wrSt4a6 acme ' LESSTHANI FOOT-CANDLE(11 LUX)ATTHEFLOORLEVEL. THE POWER SUPPLY a O --- H �� A 1 100 B > ( FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY I o O O THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE '1 O 0 r ' j EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FORA DURATION OF NOTGE BATTERIES, UNIT U) Z ' ----- Rit ----1 \ irIL /r �.f it / LEQUIPMENT,OR1AN ON-SAND SHALL 1TEE GENERATOR. ST HOE INSTALLATIONLLF THE EMERGENCY W 1 ��� POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2010 O.S.S.C.SECTION 2702,PER M M 108 - / t4'e t�/-f// -/ 2014 O.S.S.C.SECTION 1006 L CNI N i -nit_ iir " (3 EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS WHERE /� Z (EXISTING */1 r —> LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. �/J W co I ---1 EXIT SYSTEM TO REMAIN) / OPEN D Q z 43. FIRE EXTINGUISHER co L / 0111E c'Ps FIRE EXTINGUISHER CABINET O Q BREAK _ V I ' ROOM17L -J WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA /1 CO w ROUM SF RM OCC ROOM; RM OCC -� W C O E- 292 20 \ry / 1949 20 / �, C 1X w<c I1 OCC BPE ! EXfIZ 1OLF0 VCCnPE ■CO _ 4.1 15 B �� 2 100 B 1 / \ 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA J Z 0 W n.w a i 1�� O - \ O > z Q I4Q NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING C.0 J I- g I EXISTING WALL I- W co ROOM a RMo<c STORAGE r , O I m w 107 p V a1 300 ocE 106 nCO O Q 0 P �, EXISTING - -►�, b o z I \VSFRM OC< \E14 <Th0 pciL > , a t wi ioo RM BC B J MARK DATE to OFFICE to I 4117 Q 103 CONFERENCE d105 112 co ui I OOM PM OCC x OFFICE OFFICE 15 O _ _ <R365s; S IXS OCC TYPE / E 104 102 33A 1 25 B W -I LJ I ROOM SF RM OCC X 0/'/° ØioE > <RMC >5 OlF O«IVPE � 1 100 B 1 B r � _, co w 4 ' ` w. , u. - - - -J t 08-17-16 o —/� =ti''''/�///t/ / + ►� Ar�"'/tsvt• A /" 5 DATE: m ��co �-�i� �� ��a- Ar Ar Ans st a rage ArAr Ater Atie JOB: 057745 FILE: CD w ir �i ►' DRAWN: w �^ -._. __1...--\ IIC- -- I� CHECKED: JS 1 CONFERENCE OFFICE , 5 w 100 101 RaoM SF RM occ Room SF RM OCC COPYRIGHT ANKROM MOISAN ASSOCIATED ARCHITECTS 2006 a ,ti: \2355 O<CB4 Ewr11100 O«BBPE / EXPANSION cclo p - ) I j lh o ..../o c-2- SUITE ~ N Z W co ca 2W ® EGRESS PLAN w( 1/8"=1'-0" 0 EGRESS PLAN CO 5E9 O wU T- 1 PERMIT SET _ 4 Via, Na 4288 !`fryi ltWi a WO a I I Air / ito ,.. 77...., Tri % — 1� J _ "- DEMOLITION SCOPE OF _ ----_� 1. PARTITIONS,DOORS,RECITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR b — EXISTING z W 02 /jr A% / ' � PREMISES RELOCATED.REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK Z z ^ QU // t= /') / �I (NIC) / 2. REMOVE ALL POWER SIGNAL,SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO BE ` Z O Q ilI 'I i / DEMOLISHED. g Z . W / , i / /4":;;1140i1 /,I�� �I n, A ,__ A" 3 FLOOR FINISHES AS INDICATED ON FREMOVE EXISTING FLOOR FINISH RNISH PLAN.OUGHOUT AREA OF WORK.PREP TO RECEIVE NEW O ��! 0 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR Z O DIRECTION AND AUTHORIZATION BY STRUCTURAL ENGINEER.CONDUCT DEMOLITION TO2 2 _ / AVOID DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE.CEASE OPERATION AND NOTIFY W E N- `/ II ,0, i .._-°-i® OWNER IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. I- o N - ,v Z a � / " S um EXISTING D S. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS.HOWEVER, 1 II O O OFFICE — FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF0 O THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY O W WIS II -(17.; SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK.FAILURE TO DO SO MAY re re w 1. ZALEAD TO WORK IN QUESTION BEING REJECTED BY TENANT OR ARCHITECT. F I� lz IL - YW � — rr 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW - o 4- �-g-T ,--L. CONSTRUCTION.COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. Z = Q O AND PLUMBING FEEDS. Li -ct 11) Ce 0 _4$" O 7 W HE OSS Bit- CARE SHOULDBLE ALL ABANDOND UTILITY FEEDS TO BER MMADE IN CAPPING OFF ALL UNUSEDROVED BACK T THE SOURCE OF < Q Q N ORIGINATION.REMOVE CONDUITS WHERE POSSIBLE. 2 ANAS 77:9 ': O 2 8. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS CO w / NEW PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION.THE o z PREMISES CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER • EXISTING WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY,TO BE REUSED OR TO PROVIDE c(0 a I' BREAK SELECTIVE DEMOLITION.PATCH/REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. I; ROOM . 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED INA REASONABLY NEAT AND ", ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND [' /es:7_ EXISTING mLL RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD.REMOVE CRATES,CARTONS,AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF yy 44" STORAGE EACH WORKING DAY.PIPE AND DUCT SHAFTS,CHASES,FURRED SPACES,AND SIMILAR SPACES _ s SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER,MORTAR DRIPPINGS, 2T � EXTRANEOUS CONSTRUCTION MATERIAL DIRT,AND DUST. 10. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. EtW ,,, 1, i C 7 , Z DEMOLITION PLAN KEYNOTES L //, O DEMO WALL AND FINISH SHEETROCK AT EXISTING WALLS. 0 on LJ 2O REMOVE DOOR AND/OR RELITE AND RELOCATE IF POSSIBLE. C/) i_ EXISTING ��+// OPEN _ OFFICE 0 DEMO OPENING FOR NEW DOOR. CO z O REMOVE EXISTING COUNTERTOP AND REPLACE WITH NEW TO MATCH EXISTING.SALVAGE W O A 4 SINK AND FAUCET FOR REINSTALL. M hi e / N C!1 Z '` w O \\O Q Z EXISTING m coo O OFFICE EXISTING f_-..J LA OFFICE D w Ce cil r1, - w r i) i 1 , 14 J1 .-. Z 0 W a O JZ J W MCCmU LIDEMOLITION PLAN SYMBOLS Cl) o 0 o i i col - EXISTING WALL ' 65 MARK DATE o - - - - = WALL OR ITEM TO BE REMOVED a as m 1--I GLASS RELITE d of a OFFICE ROOM NAME 100 ROOM NUMBER G 6 • O KEYNOTE g W coQ DATE: 08-17-16 o cn JOB: 057745 co O FILE: CD r DEMOLITION PLAN DRAWN: �ED: JS 1/8"=1'-0" co 1 COPYRIGHT ANKROM MOISAN 'a = ASSOCIATED ARCHITECTS 2006 a M ci N m J op t2 r V �W DEMOLITION co� PLAN Lzin rem 00-i o= T-2 ow PERMIT SET _ �� D 4*c�� I I / No 4288 a wu ,.a /i ' • � FLOOR PLAN GENERAL NOTES FINISH SCHEDULE . « . sip_ T� �i��GJ � iiia - i Qe osa r., a ' ' ` "-II' 1 NOTED.RKAND MATERIALS TOCONFORM TOBUILDING STANDARDS UNLESS OTHERWISE C-1 ORDERING)NERAL-(TENANT TO APPROVE SUBMITTAL BEFORE e OF 014 jr % MFR:SHAW , �/ 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT STYLE:TERRA r -_ �� ; Trer , �a EXISTING COMPLETION OF CONSTRUCTION. COLOR:37500 BLACK GUM rn '!r"�i -- I Apt 1 _ PREMISES r INSTALL:BROADLOOM I' 1 / SII 0411 -- (N.LC) 1 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH,tEVEL 4 FINISH PER AWCi ZZ n UAllr r IJ ' STANDARDS. APPLY DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT'OR EQUIV.)PRIOR B-1 RUBBER BASE-4' CONTINUOUS COVE THROUGHOUT,EXCEPT 6" Z W a jAlik.-._41 TO FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. CONTINUOUS ATRESTROOMS (fENANTTOAPPROVESUBMITTAL Qz0 QI) BEFORE ORDERING) ('�/�) J, /44, _ �� " / MFR:FLEXCO - Idw�/ /�, I�) <= 4. ALL NEW WALLS TO BE TYPE"B". COLOR:BLACK x A 01 ��J4 1 1' h' 5. NEW CARPET TILE,RUBBER BASE AND PAINT THROUGHOUT.SEE FINISH SCHEDULE FOR FINISH SV-1 SHEET VINYL-(TENANT TO APPROVE SUBMITTAL BEFORE ORDERING) O p M. RR ', 109 OFFICE SPECS. MFR:ARMSTRONG O z O tO STYLE:CORLON 2 g `"� 3 AN 110 N- 1, 6. REMOVE ALL SCREWS AND BOLTS FROM WALLS.PATCH AND FINISH WALL TO MATCH COLOR:88702 WHITE CLIFFS WCL 1 : _ _-„ 1, EXISTING. 0 "� O- + �� SV 1 I - P-1 PAINT-MAIN-(TENANT TO APPROVE DRAW DOWN BEFORE ORDERING) Z 0. Cl ...J 0 C-1 0 D 7. PLACE COVER PLATES OVER UNUSED OUTLET OPENINGS IN WALL. MFR: MILLER PAINT CO. M 0 0 n-II I COLOR 8200W BLEACHED SAND O 0 O O �O (r; SHEEN:MATCH EXISTING Q' ` in - d \ , 8. ALL ELECTRICAL IS EXISTING UNLESS DENOTED AS NEW. 11 W RR '-- C 1 P-2 PAINT-ACCENT- (TENANT TO APPROVE DRAW DOWN BEFORE U _ ORDERING) W / I MFR:MILLER PAINT CO. . O 1G ' L � I :., COLOR:8694M WOOD CUT Z = ` C'7 7 PLAN SHEEN:MATCH EXISTING U 44 Tia C-1 OPEN FLOOR PLAN KEYNOTES PL-1 PLASTIC LAMINATE-COUNTERTOPIN BREAK ROOM-(TENANT TO < Q Q N OFFICE NEW OR RELOCATED BUILDING STANDARD DOOR AND/OR RECITE.DOOR AND APPROVE SUBMITTAL BEFORE ORDERING) 2 M ,; r 5 fez• BREAK 111 O RECITE TO BE TIMELY FRAME, FINISH TO MATCH EXISTING. MFR:WISLONART LO ROOM COLOR:CARBON MESH 4880-38 to w / 107 O2 NOT USED. o z VCT-1 VINYL COMPOSITION TILE-BREAK ROOM&STORAGE-(TENANT TO N- i RE-CAULK ALL EXISTING FIXTURES.REPLACE MISSING FAN COVER.REPLACE APPROVE SUBMITTAL BEFORE ORDERING) O a I O MISSING HARDWARE AT TOILET STALL PARTITIONS AND TOUCH UP PAINT ATMFR:ARMSTRONG CORLON 88702 WHITE CLIFFSI; EXISTING PARTITIONS TO REMAIN.CASEWORKAND FIXTURES AT EXISTING88702 WHITE CLIFFS ' "47- � O RESTROOM TO REMAIN.NEW PAINT AND SHEET VINYL FLOOR. P, `. 0. I 4 ALIGN NEW WALL WITH EXISTING WINDOW MULLION. FINISH PLAN NOTES H 44" STORAGE 10�' OS INFILL OPENING WITH NEW WALL TO MATCH EXISTING. n 106 f TV 27" O 1. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS. (� O6 RELOCATE THERMOSTAT TO OUTSIDE OF NEW CONFERENCE ROOM AS REQUIRED. APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO A a -N I. fV'T 4 ARCHITECT. ram," T , 1,.I N N N O LOCATION FOR TENANT PROVIDED AND INSTALLED TV.PROVIDE BACKING INCK NT. N V V WALL AND ELECTRIC/PHONE/DATA OUTLETS AT HEIGHT PROVIDED BY TENANT. 2. ALL PAINTED SURFACES TO MATCH EXISTING. ' 1 ' / OFFICE II�� F.P. OFFICE ^ `O 103 CONFERENCE I 8O NEW OUTLETS AT FLOOR.TENANT TO PROVIDE EXACT LOCATION. 3. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE. 105 11Z 7 "' / -N N tO O N N �_�'O 4N no, 9O CHANGE EXISTING 110 OUTLETS TO 120 IS POSSIBLE.IF NOT,ADD NEW 4. CLEAN AND REPAIR EXISTING MINI-BLINDS AS REQUIRED. REPLACE BROKEN MINI-BLINDS L IU 102 �`' 8 _`, WITH NEW TO MATCH BUILDING STANDARD. III Tilt OFFIE OFFICE 41fr 0 0mniMilW F– l! III III N ALIGN 1O'-81/4• j 5-0• FLOOR PLAN SYMBOLS Z u-12 E) C-1 ALIGN 11 ALIGN Z N I'' EXISTING WALL '^ Z 8 O al: —� qPL 0 �f J N N t . .. N W © I II1 c NEW INSULATED PARTITION WALL TO CEILING GRID ® < 0 O CONFERENCE k OFFICE NN O 0 100 101I—I GLASS RELITE con4-- Co W N 41N4 ` � II .%Y- -N N 100 ROOM NUMBER Z W m _ - - - - 10 O KEYNOTE O z Q a. j P-2 SPECIAL WALL FINISH T u) J U 4 EXISTING DUPLEX RECEPTACLE y 0 I- W Ca w 4= EXISTING 4-PLEX RECEPTACLE r�n MOO Q LI 1 EXISTING VOICE OUTLET UI r a. ra U -I EXISTING of Q WALLVOICE/DATA MOUNTEDTHERMOSTAT MARK DATE LONr N. r, In o I ABBREVIATIONS d I E EXISTING at m N NEW d vi R RELOCATED cc O +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. IT tw 6 D DEDICATED 10 . v g J W p DATE: 08-17-16 m JOB: 057745 w 0 FILE: CD a w DRAWN: CHECKED: JS W FLOOR PLAN Gisa COPYRIGHTANKROM MOISAN o ASSOCIATED ARCHITECTS 2006 �a a '. 0)o co reN nZ w coo xN ui I-- FLOOR PLAN wm Ss' Uo W T_3 U O� PERMIT SET ��` D ` RcS REFLECTED CEILING PLAN GENERAL NOTES No. 4 ull 1. PROVIDE INDEPENDENT SWITCHING TO MATCH BUILDING STANDARD AT ALL NEW OFFICES • --• AND AREAS. ti PORIUIC. OREGON 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. ` 7 �, � ,,� .: ,�;eel 1 �i.� 1,,,k,„, �' OF 0� / roto N / , I //,�/ ,; / 3. REPLACE CHIPPED,POORLY CUT OR DAMAGED CEILING TILES. I / • �--'/---I / r� �/ 4. RELOCATE APPROXIMATELY 12 EXISTING LAY-IN FIXTURES AND APPROXIMATELY 10 �ra , ' ,/'"��, p4PFAFF/ EXISTING RECESSED CANS TO LOCATIONS WITHIN REVISED FLOOR PLAN. ( ) (9 2 s / / zZ_ NO//� I /r l /r �i �Aist II 5. UPGRADING OF EXISTING CEILINGS(2014055CSECTION1613.1) Z / rrll/'./ //I�� /L_p IL!/_I /I/ I-, �� X11 IC:CZ `// •�/�'I�I///�I � ' ►;�'� r�'1'� �;j,��I ��r�'--'� .� �.� �I A.CEILINGS WITHOUT SEISMIC BRACING. rn O s//1/,I 1', GI ral ir,/.I/ it�i ll it A,�/ Air Iik.I! I / WHERE EXISTING CEILINGS ARE WITHOUT SEISMIC BRACING,THE CEILING SYSTEM SHALL BE ` /) Q, W r;tiØ / Iti ► r r �' 7" BROUre '� /,I%1nli i' � //If/At �� �l, OR MORHG TILE IS EDOl'r II v1 , AA Al SW!1��1 f �� SPACE ALTERATION,ORIF ALL OF CEILING SYSTEM IS REMOVED. 0 3/ ' ' / ' ' ' I SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING ITEMS WHERE2 II / r,/��(r�'/'� /�� %I//! %�II/ /,�'%I/�� /__ ,I�, REQUIRED IN NEW CONSTRUCTION: LATERAL FORCE BRACING,COMPRESSION STRUTS,AND 0 1,- 0 l/_,0 i Ae 'I/'/ - SLACK WIRES ON ALL LIGHT FIXTURES AND AIR TERMINALS. �W p sp /' / THESE UPGRADES ARE NOT REQUIRED:WHEN REMOVING PORTIONS OF TILES OR PANELS N Will//AL�I I AND/OR GRID TO ALTER DUCTWORK,SPRINKLER PIPE,ETC.;OR WHEN PORTIONS OF A CEILING WOp, �I, ' 11 11I 11 1 ::Z : :: TbON VEDNLYCILITATE THE INSTALLAOF SPRINKLER PIPING. O1 ' ' '' / / 11 �_ I w x 1) i � /�� in PRESSION STRUTS. F a ".0 ,1 • _ . :p•` O - ® WHERE EXISTING CEILINGS HAVE SEISMIC BRACING BUT DO NOT HAVE COMPRESSION STRUTS N — 4 A A� Al1 IV /i/. • -- 1 1 1 1 1 1 / BE REQUI ED WHEN AND HE E I AT THE CENTER OF THE SPLAYED WIRES, G IDES EPLACED,ALTADDITION OF OS ED ERAISS D OR LOWERED.SSION STRUTS WILL N H g O 1 1 • • 11/I(+r11�r n� •. 5. RELOCATE OR DEMO EXISTING LOUDSPEAKERS,SMOKE DETECTORS,AND MOTIONA...!...—A • . - • (S) . < C) Q N �i r /� jIIIIIIMMI DETECTORS AS NECESSARY.CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING Q < I. $ I ■ OWNER AND TENANT PRIOR TO DEMOLITION. O A /o� it 1/, ,11 ,1, 11, ,1, ,1, 1 /� I oe •• • • •• • • w Lo Iliplili ' II 11 II 11 11 6. FOLLOWNECESSARY REGULATIONS. U)oi _ .ff 7AND ERIALSO CONFORO BNG STANDARDS UNLESS NOTCc E.ft 11 H f 8. HTS TCENTED IN ACOICA ,UNLESS NOTED OTHERWISE.Al i '11 1, 9. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT / iii/%k. • I O / E - COMPLETION OF CONSTRUCTION. 11 # I ' „ I ,I/' 11'61/ 1 I 10. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 1,000 SQUARE FEET. �s1 /z,�� I�I Vel per, �/. 11. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIREDCt maw/Jar (� / r ,, r TO HAVE LATERAL FORCE BRACING. W I✓ /. 1/1, SS 7 n 4 i% 4 %4 n 4 12. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITSImil f O T Y� V Yy Y1/111 EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND i.�1�I!$9 %' uKi ® iii T i INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE Z •/ I� �p/ / �_� 1 i ' nil DEEMED TO BE EQUIVALENT TO WALLS.) 07 1'I,/ 1&4�/0 Yn, W 1 e 1'4,0 ' 1 13. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE �i�I,�/� ���/A o O PROVIDED. U U ire %/' Fr • A H 7 f 14. CLEAN ALL EXISTING HVAC REGISTRIES. C/) ,_ /� / d /' - 1 - 15. HVAC CONTRACTOR TO BIDDER DESIGN EXISTING/RELOCATED HVAC REGISTRIES. �/ '// /%' r4 k V� z W N rl��p 0 16. THE MINIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 OF 3 (N I ' o / ^ OANINCH. Zn -,,1 a ______r11).$/1 $$ , '� I REFLECTED CEILING PLAN SYMBOLS CO ® 0 0 - in 1 % L__W1__Lt�__1� bn,V rpid ii m Ce fxI fxi $ SWITCH CO D W /� � EXISTING 2'X 4'LAY-IN FIXTURE C 0 CO W W / X I wn µn F1 4 11 co 1la , I J z o w a II 1 u u cI I En REMOVED FIXTURE Z Q gsass, - - 1 _ - _ - - ®i RELOCATED/NEW FIXTURE + 0 w LI., 1— U M w m J a I r EXISTING HVAC FIXTURE (/) 0 0 Q vvv V O I I I RESTROOM LIGHT FIXTURE � , v 0 RECESSED DOWNLIGHT MARK DATE I EXIT LIGHT AC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW.UNITS WHERE C LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. 0 at as 0 EXHAUST FAN C w AC SPRINKLER HEAD.SHOWN FOR REFERENCE ONLY. 0 I I I (l SPEAKER re - GYP BOARD CEILING/SOFFIT W , . 40.G ABBREVIATIONS v E EXISTING DATE: 0847-16 U co N NEWJOB: 057745 0 iii R RELOCATED FILE: CD Ec +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. D DEDICATED DRAWN: ECHECKED: JS Ill03 1 DEMOLITION REFLECTED CEILING PLAN COPYRIGHTANKROMMOISAN ma a 1-4.1 „$"_, _0" REFLECTED CEILING PLAN KEYNOTES ASSOCIATED ARCHITECTS 2006 1O DEMO EXISTING CEILING GRID AND ALL ASSOCIATED FIXTURES. �o J m m2O EXISTING HEADER TO REMAIN. � DEMOLITION tW REFLECTED W� CEILING PLAN cd ca • O o V PERMIT SET T-4. 1 #D 'let No. 4288 e, REFLECTED CEILING PLAN GENERAL NOTES vim ` 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. i PORIw>D. CflGON Ai A AiAH 44' A A 4A44 -4 .' I 4 ��I .'r► til► Or ► r► 0170.0.101.4 ) ► 2. :::::::::::1:z:L::t::0 YSTEM TO REMAIN U.N.O. ��� Q�I' 0�,� I I / I/t,.I��l.�� ill /f/ r►�����APNIPPAIIIPPr 11 0�.10//�i'(lI'I I��� /�l 3. AMAGED CEILING TILES. I A/Per �TSIN --_l/ 4. UPGRADING OF EXISTING CEILINGS(2010 OSSC SECTION 1613.1) �'�� ��� I s 4 / / ' I ►I' A.CEILINGS WITHOUT SEISMIC BRACING. Z O �� ^_ ^, ��A A / A / IinpArdpirdraid WHERE EXISTING CEILINGS ARE WITHOUT SEISMIC BRACING,THE CEILING SYSTEM SHALL BE Are/a/IagII/I*.••,4MrsA* 1Ar. oirSitirACI ►_• /IFZI//I'4'' /�I',/ BROUGHT INTO SUBSTANTIAL COMPLIANCE WITH CURRENT CODE REQUIREMENTS WHEN 50% W O r , ► 'v'A/g1'1.III'%II►4rrI%%IIII%IIL %I/I!a/II/-=W',WPM 12 pop OR MORE OF THE CEILING TILE IS ALTERED,REPAIRED OR REPLACED AS PART OFA GENERAL �/, a W Ue ► �. �Li- I 1����": "--"" - I " / SPACE ALTERATION,OR IF ALL OF THE CEILING SYSTEM IS REMOVED. o ••/�/� .� LI ir(iI / i%I SII �Ia /��I�I I I/ I i . / I P �r► t1i1i I I ����I ��/I ,rl� / I ' I~�II' ���/►�' ��I I/ I/' � SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING ITEMS WHERE IIo _ Ip 1 o/t„�� IIo��,1///1,,,111,/t,,i G�/t''1 Nr1/ II/I'i'1^',�i/ REQUIRED IN NEW CONSTRUCTION: LATERAL FORCE BRACING,COMPRESSION STRUTS,AND 20 z O Ip a - / ,// /'�/r) /1 i///� I/// , // 4//I II/rir ri0,� //inAAe �. .i /J. � 4 A'Al./.�ts'.A J, �i' Ii,i I 'li,l►II / � I /� ► ��' I�' � � ' III ► /rI /� ► I,, pI ' :. � /�y I�� W � R II Pr" /'I 'IIII %I/' ///II lI//o�I I rop �ro /' II III prx I, , ALO/ " /� '' I {II/ A. l��I AICyI.I � D�.4 .0 - I ow ..fi ll�., � iBR�!a,, .a I� AONSOFACEILINGI/� La.,I ISI-."""""" ' . ., . ARE REMOVED ONLY TO FACILITATE THE INSTALLATION OF SPRINKLER PIPING. N ' M IIII dresfi%I " 0 , (/ B.CEILINGS WITHOUT COMPRESSION STRUTS. O W El/I%//Z/l • 'x.: ®.` 1 I 1 WHERE EXISTING CEILINGS HAVE SEISMIC BRACING BUT DO NOT HAVE COMPRESSION STRUTS w •r�'= - • x • xli • • AT THE CENTER OF THE SPLAYED WIRES,THE ADDITION OF COMPRESSION STRUTS WILL ONLY CK L. n• II�I I%/��;/%/ ull MI ' I 1 I 1 1 I I BE REQUIRED WHEN AND WHERE THE GRID IS REPLACED,ALTERED, RAISED OR LOWERED.TION D V /�=►'l/V'I'II i�. o • - D I_ 2 o A,4 /Al1I/iAl/'� - NI , , N I 5 DEFECTORS ASN CESSARELOCATE OR DEMO IRY.CONTRACTORT000NSTING LOUDSPEAKERS, FIRMNEW OCATIONSWIKE DETECTOR1 AND TH BUILDING 0 U 6 ' F��r ®.. I - -- ix I x �� •I/I ,ii, �/� ;%I x x OWNER AND TENANT PRIOR TO DEMOLITION. CICQ oCNI 1I/l l+r)/'IL'II A - • ' • 6. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. p ni A PRI"; %' I , FOLLOW NECESSARY CODES AND REGULATIONS. CD w r Ell I�/�I I,I I 1 1 i 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED N O '/a%i le/'i x * 1111 H i 1, N(I OTHERWISE. 1,- aA �';l,%II'//A1 1 I• 1 I I 1 /1 11111 8. DOWN LIGHTS TO BE CENTERED IN ACOUSTICALTILE, UNLESS NOTED OTHERWISE. l In / III/. A I � 9. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT fir/ • .I,I'� A, , • • 1 1 1 1 H1• 7 COMPLETION OF CONSTRUCTION. i I II 15 / ' /ad , i, 10. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. II ` 11 NE I• H I7 i / - 11. CEILINGSWITHINTERSTITIALSPACESLESSTHAN12INCHESTOFRAMINGARENOTREQUIRED • didi4SLI' • • • • • ITO HAVE LATERAL FORCE BRACING. i: j�I'I�%`��jajl/I I,,' " I IIiIII I 12. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS AI/.I:/.//.-, AI// �•� �•� xx x x EXTENDING TOAPOINTATLEASTLEVELWITHTHEBOTTOMPLANEOFTHEGRIDAND W► • I / ► pqINDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE �II�%`J���/ ,' r' N , DEEMED TO BE EQUIVALENT TO WALLS.)I'i IF,--�•.-.�;-, • • T • I13. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE ./1Iir%'%/I 'i 'i • , 1 �NPROVIDED. W /L����1//I 1I x � Irl U U 1,'7,'"0"40I I 12 �� ii; ;.I :I1 ' II o I i4 x x 1 x CO H / I .., / • o i ` LU •I/I �6I•II'I/�. II II — z w N I ii x %,INONIIDAI " xIiHi1iji." REFLECTED CEILING PLAN SYMBOLS 0) w a) 1,4 ISRIUPI 'Aimisrm ' ' x C . N $ SWITCH CO co Co O(9 O I • I J EXISTING 2'X4 LAY-IN FIXTURE = w .MPJ - _� ���i III! Cnm � w Ct i/I`I 1 II ME REMOVED FIXTURE C O X �I w SF I rir �� RELOCATED/NEW FIXTURE Z a w • co a.w T• 'f ,�, i H1•1 11NE • 1•I • -11�M 7 I I , P I/� I I I\ i EXISTING HVAC FIXTURE J J Y I O I"_ w J // III t��l RESTROOM LIGHT FIXTURE U CO m 0 - - - - 0 RECESSED DOWNLIGHT '/1 Q co Q V I EXIT LIGHT AC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW. UNITS WHERE �/J WI O LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. • in0 0 EXHAUST FAN MARK DATE o x SPRINKLER HEAD.SHOWN FOR REFERENCE ONLY. d I I I Qs SPEAKER otim d GYP BOARD CEILING/SOFFIT Ir O Fe ABBREVIATIONS E EXISTING W N NEW ' co R RELOCATED DATE: 08-17-16 U +44^ MOUNTING HEIGHT.A.F.F.TO CENTERLINE.m 60 057745 D DEDICATED JOB: o • FILE: CD w DRAWN: CHECKED: JS g REVISED REFLECTED CEILING PLAN KEYNOTES ' co COPYRIGHT ANKROM MOISAN a 0 NEW CEILING GRID TO MATCH EXISTING. ASSOCIATED ARCHITECTS 2006 en 0!l 1 REVISED RE[LECTCD CEILING PLAN O2 REPAIR/REPLACE LIGHTING IN RESTROOM AS NECESSARY. • J • m T-4.2 1/8"=1'-0" 0 iiW ID W REVISED mot, REFLECTED i_W W� CEILING PLAN xm c-9 U a� T-4. 2 PERMIT SET < ED Ake � Ca No. 4268 Q. UA1 }4".1,JTYP. DOOR OFFSET AT PERPENDICULAR WALL NO. GAGE SUPPORT WIRE TWO FIXTURE HANGING WIRE AT �� � �,� OREGON OPPOSITE CORNERS SECURED TO ---11�4 ECURE TO HANDLE APPLIED 45° © A�� 0��� / STRUCTURE f GADS SEE SCHEDULES FOlt R AT EACH WAY, vs 7 OF TWO (2) MAIN \\\ APPROVED ATTACHMENT DEVICES. " • RUNNER LIGHT \\ COMPRESSION STRU CLIPS AT \\ 'W UNDERSIDE OF STRUCTURE OPPOSITE \ / CORNERS \\\ / 0 m s \\ EXISTING ALUMINUM WINDOW P� Z Z_ N O „bk. $i COMPRESSION POST AT v., ' SYSTEM Z 83 U 12 FEET O.C. EACH WAY. CI Z ti ' ' STEEL STUDS @ 24"O.C.W/ GYP. ` r n g0 cc / SWITCH , BD. EA.SIDE. `� / �/, , w . GANG SUSPENDED CEILING SYSTEM / \�,, a NEOPRENE FOAM TAPE CONT. BETWEEN f— FIN. SILL BELOW- � 74$ O2 (n0 BLOCKS NOTE: ALL SILLS TO BE INSTALLEDN. et CASING BEAD BEFORE INTERIOR WALLS. DO NOTit:( Nci. — CUT SILLS FOR MULLION CLOSURESFASTEN RUNNER TO CLG SUPPORTAT 2 ORWALL INTERSECTIONS. W `-i.,. .1- HANGER . / x I • to I �c FEET O.C.THRU NEOPRENE BLOCKS P-1 x O HANGER WIRE AT AT45° ; CROSS RUNNER, 5 \ F FOUR WAYS �, SOUND BATT x FULL HT.STEEL STUD @FACE OF MAIN RUNNER, tO G Z d M = a • EXISTING SILL STUD. G O p F m SAFETY WIRE ATTACHED TO �E MAIN RUNNERIrrl GYPSUM BOARD O \ m O CEILING GRID FIXTURE HOUSING, ` MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS w • \ ? Fm W WRAPPED AROUND FIXTURE ��\ METAL STUDS,SEE SCHEDULE FOR F LL r r HANGING WIRE MIN. FOUR TIMES. ` GAUGE, SPACING,AND HEIGHT .050"ANODIZED ALUMINUM TO EMT CONDUIT V j _ 1 O O ~ SECURE AT DIAGONAL CORNERS MATCH WINDOW FRAME, FULL HT. 1/2"EMT CONDUIT UP TO 5'-10" W O \ \ ❑ p PIN W/ POWER ACTIVATED DRIVE 3/4"EMT CONDUIT UP TO T-8" H o ❑ v NOT CONTAINING MAIN RUNNER CROSS RUNNER TO WINDOW. LIGHT CLIPS. PIN W/1 1/4 INCH EMBEDMENT AT 4 1"EMT CONDUIT UP TO 9'-9" z a - I TYPICAL BRACING CONNECTION E FEET 0/C MAX INTO DECK. U ¢ I; y NEOPRENE GASKET WITH METAL STUD 1 ) NOTE: ACOUSTICAL SEALANT EA. SIDE. SINGLE 1 5/8"METAL STUD (20 GAUGE) UP TO 12' Q Q N REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES I ♦ FIN. FLOOR WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. ACOUSTIC SEALANT AT SLAB BACK TO BACK 1 5/8"METAL STUD (20 GAUGE) UP TO 15' O \ \ \ \ SINGLE 2 1/2"METAL STUD (20 GAUGE) UP TO 13'-6" UNDERCI UT DOOR AS REQUIREDTO`/ OUTLETS RECESS MOUNTED WALL TYPE B BACK TO BACK 2,/2"METAL STUD (25 GAUGE) UP TO 15' CO w CLEAR FLOOR FINISH STC 45-49 CV 0 • STD. MOOTING HEIGHT GHT FIXTURE SUPPORT PARTITION WALL TO GRID 4 WALL AT WINDOW MULLION GRID LATERAL FORCE BRACING CO LL 3/4"=1''0" TI STDMTGHEIGHT © N.T.S.LIrIRECESSMOUNTEDLTFUCSUPPORT © 11/2"=1'-O" TI WALLTIPB INSULATED TO GRID 3"=1'-0" TI WALL AT WINDOW MULLION 11/2"=1'-0" TI GRID LAT BRACING METAL STUD TABLE-MAX WALL HEIGHT L/240 STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT COMPOSITE NON-COMPOSITE SECTION 2 1/2" 25 250 S 125-18 16" SEftISN 91-6" 24" 10'-7" 8'4" 20 250 S 125-33 16" 12'-10" 11'-11" 24" 11'-7" 10'-5" 3 5/8" 25 362 S 125-18 16" 14'4" 12'-6" c 24" 13'-5" 10,-10" 20 362 S 125-33 16" 16-5" 15'-6" LLI 24" 14'-9" 13'-6" 6" 25 600 S 125-18 16" 19'-9" - In 24" 16'-9" - 20 600 S 125-33 16" 24'-6" 231-11" 24" 21-7" 201-10" VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA) W TABLES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN U V INTERIOR APPLICATIONS (5 PSF) WITH DEFLECTION LIMIT OF L/240. a 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX. CO I- 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE SHEET VINVYL OR VCT FLOOR 1 1 BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE LLI D- SECTION VALUES. ADHESIVE W co CNI CEILING WIRE ATTACHEMENT CARPET W/PAD N CONSTRUCTION TYPE FASTENER CONCRETE FLOOR co Zti WOOD 1/4"X 3"SCREW EYES W METAL TRANSITION STRIP D > Z CO STEEL DECK PRE-DROP WIRES, CMI DC1 OR DC 2 1/4" g METAL DECK SCREW EYES. CO 'OIC 0 POST TENSION PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL --"---- - - — --` '-'-oo ==oo=o=======-============ c v CONCRETE HIT ANCHORS r , .4 4 �/� POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL A 4 v J Co W CONCRETE HIT ANCHORS A J _G O ,'— Q NOTE:THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER J Z 0 LI I STATES VERIFY WITH AUTHORITY HAVING JURISDICTION.. Z w SCHEDULES VCT / SV TO CARPET 0 9 10 =O J J > 6 U L 5 N.T.S. TIFRAMING SCHEDULE 3"= 1'-0" 411, NW 1111, O f W w w m o (I� o a 0 a U mI LOO MARK DATE v I- N 0 0 01- 06 m d cif 0 2 w I- x w 5 w w C a ❑ DATE: 08-17-16 Cl) JOB: 057745 o FILE: CD 0 w DRAWN: w CHECKED: JS W CO ct COPYRIGHT ANKROM MOISAN a EL• . ASSOCIATED ARCHITECTS 2006 co c•7❑ co m co w O I_ N Z f`w TZ 0 co w zco a a a 14 a ELEVATIONS w W W & DETAILS CC CO gui U-1 O O= T- 5 9. PERMIT SET