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Plans (383) BU P2018 - 00164 KIRBY NAGELHOUT 6,,, ... D. 4,,,.„,,,, „..„, g_61112,AN PORTLAND. CREGON �j No. 4268 I j 8ci PROJECT LOCATION GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX �nm 2014 OREGON STRUCTURAL SPECIALTY CODE tTM R t.PR,dI sT; : S .:" sb S r Joott �,` c w.'a� Sw aim O ho-" .` uI T 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS T-0 COVER SHEET swLesl,csE Ankrom Molsan __ % c Q SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. 4' ° .. Ya��g o'ogress a d .: r j , "fl, - . : a Rr�g at `, '''' CONSTRUCTION TYPE. VB-NON-SPRINKLED T-1 EGRESS SHEET a swReid ct sl:' X c�IfeQ�rs ns O' ..... 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. BUILDING HEIGHT: 1 STORY sSroekmsn�td6. % �� �. SwSwehst T 2 DEMOLITION PLAN s -..,: Bradley corner ce� swinggerOrto a 1 j. 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. BUILDING OCCUPANCY: B OFFICE COPY SW Cahatter*CS o . i' ,m: y c�a, SwCeearcrest8t __ T-3 FLOOR PLAN Sw9coutDr �;, �� g`""tenct N� 'Si. 3 ' �� m n I , ;.,`:j 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES 38 NW Davis m tr � rtoali Q4 ;- AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. TENANT IMPROVEMENT SQUARE FOOTAGE: 5,900 CITY OF TIGARD ur t : ¢; ..... .a . Rovnmnat r �� s T-4.0 DEMO REFLECTED CEILING PLAN REVIEWED a sw '� ��° s E . .. Sw Borde s Hembck st FOR CODE COMPLIANCE SUITE 300 m Sw Wilkens Ln �+ y�. R :thsoh swwanact �� n 5. PROVIDED OCCUPANT LOAD FOR TENANT IMPROVEMENT: (COMBINED TOTALSPORTLAND, OR 97209 i ---- THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROV88 FOR; OFFICE,STOR. & MEETING SPACES) r a cresrorrc f swLehman st sT-41 REVISED REFLECTED CEILING PLAN roved: F..4 (24 4� °` nGroesNUNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR, UPON COMPLETION OF CONTRACT. I'P I ���r .[ � a>�` T 503 245 7100 e S Park Cemcle 1"'"1:1'll'' : ���1y tof � �Ga�`eC ':�� '� SwCotslSE.... �wa `� °"cr ti T 5 DETAILS DTC. 1505 5th AVE,SUITE 300 :::-. A w Locusts' 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO Ar �`... � ,:� � '�� �*����. dnes�'es�Cc � � .� � `*� .- � �..: _. ..,:.:��p, .sV�� a 9 Address: 10124) fY I M{7V < ��� - ' - IMPLEMENTATION, Pcrrnit#e �IAI1 y SEATTLE WA 98101- a.;� x- s.� .m. 'z F c: ➢ T-5 1 DETAILS T 206 576 1600 ..- -rte°.-..' r., , m y a' Sw Oak WaY titi 9 , •IN Plante'in F - , m °D ➢ a 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT Suite#: O4.SW - 21 SwOakSt PRIOR TO CONSTRUCTION PROVIDE SHOP DRAWINGS FOR ALL CASEWORKDate: 3a ,� O ANKROM MOISAN ARCHITECTINC. ser s --P Y.R "" *AiS - .. a e. aQ ( � :,,,,,'':01.A-0, w Pme pi__ By: NKR �. � l � 'f w Mow:Pm Creek ~3 + sw Sha .�Li Sw Spruce SI. `,, I 8 TO BE SUPPLIED BY THE EE _,_ t, -- - a .. n '� -,y r' 'v,. SwThcrn St r . g< $wCottonwood Ln a v' r -sm CONTRACTOR. ,,,,i HCl Sw Anton Sw Manzanita St 7 g - t,'4''�" eoe• ` i ; Cst € RECEIVED 0 SwGlacre s„rYemolh•- . _- 0 4 5SWNorth.OakotmSI rig$`` "" c eenburg , a j NOR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED YCir 1 0, �' :.. ,' AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. THE GENERAL r- . d • a- GENERAL NOTES - CODE INFORMATION DEFERRED SUBMITTALS etoh SwM>llvfewc e� s, r - ` �e a _ , °; { - rn ' CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL MAY 3 D 2018 Sw.Summer. t £ � a -.e 41 i X3''.0 ;"?,'4'¢rQ�'-24 ..,,,,,,:.„,,„44, ,.. k :,.' „r _ >r 'p: „ ' WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. k,r 0� sw Summer ctestb' h:� ^ m m [#.SGS,.''t5' TIGARD � � ys' .:; `snt,�ereatq,uGs.,," �•�... `� � '� :`. ,yrs �:a���:,'!�.;����� � � �.s �. ' :,v �" � ; 1. STRUCTURAL ELECTRICAL CITY D� lG • t" ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURA c _... __ BUILDING DIVISION N ° . a. x =K °t4 .__... , {, = �` CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. Sw Patcor!Rase pr 4: A� s ' may_ �" ''-' .r ,. :. ''' 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD. CONTRACTOR TO PROVIDE ALL QU ' y� x ' ' 'e "' �� DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. - f.. -ro 4 ,.. e 6 �, -'" 4 ., ,;{ 5 ' ., MECHANICAL • )p sw r. 1. " x ' � ���-� PROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. �' 5w Kathettne St� � i N�.� w �. k � .� ��5��,t,v-F`°„"` � �� � _ ��. � ,�'•,r.; v 4, e `„' swL ) ,, Ej; k °�.' ' s4 ,� `,- 464;;a 2. MAINTAIN 100% COVERAGE FROM EXISTING SMOKE DETECTORS PER FMO. w s t erst pl • ,yy�+ rY . Asw-7 '1, �. ' ,``d- PLUMBING ' r: ;, �� r• r 11. PARTITIONS, DOORS, RECITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. a h f Si F �; _„�� �__, Sw�oh sr^ is 4Ut :: � r s . �,vil,� 6 REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. gq Sw!n!..-- � ' , ? 4� '�° 3. AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING FIRE/LIFE SAFETY ..rq S.y End St -- `-„-•_ , ' ' • NxviE4ANDEL FE SAFETY CODES. G � r2uosMapQuest,lrrc. ��� ._ _.� ---- �,.-�, . -. . ._ ,t � _._ -�<„" _ ••• 12. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS OTHERWISE NOTED. _x (ID VICINITY MAP 13. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F. UNLESS OTHERWISE NOTED. cry SCALE:NTS 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA 14. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND ADA UPGRADES SUM MARY w ____..________..-..-,- INSTALLATION. Z.._.��.-.. 5. PROVIDE A SIGN READING"THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS - r '' s' ��, DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. D i ,, 1 15. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. TOTAL COST OF CONSTRUCTION: $35,205 In 1 - O r 06. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING CODE, � el 16. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS OTHERWISE NOTED. REFER25%OF TOTAL COST REQUIRED FOR ADA UPGRADES: $8,800 - ' 1 �� - � � - _ AND THE INTERNATIONAL FIRE CODE. ® TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO ARCHITECT • 1, ii 0,�l ,, "�� "' / FOR APPROVAL PRIOR TO APPLICATION. • 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY ( n -- ii ' �� ' 17. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM" STANDARDS CODE 2014 EDITION,SECTIONS 100b AND 1011 V ADA UPGRADES Z ;. UNLESS OTHERWISE NOTED. - p� ►r°' 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS _ ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS SHOULD BE NEW ADA COMPLIANT BREAKROOM SINK/CABINET $4,500 I. PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURAL _ ( SPECIALTY CODE 2014 EDITION. W r NEW ADA COMPLIANT SHOWER ROOM $6,500 BUILDING - J CO D UPGRADE EXISTING DOOR HARDWARE TO ADA COMPLIANT $3,800 VI 1 THROUGHOUT • - w z o KEY MAP - SCHOLLS BUISINESS CENTER F - - z SCALE:NTS TOTAL COST OF ADA UPGRADES: $14,800 Z 0 0 w 5 f- U m u LA w M fY V) D N I /...-L -~ � W Z n Z Z wrn 0 w f v) Qz Ld m 00 w O C PROJECT TEAM vio w Y BUILDING ADDRESS: 10180 SW NIMBUS AVENUE J z 0 Q PORTLAND, OREGON 0 Q z - �� 97223 UNIT-Jib UNIT-J2 UNIT J5 IO >- M 5 ni I OWNER/LANDLORD: G IN Kp OVESTMENTS SW NIMBUS AVENUE,SUITE L3 U co ce PORTLAND, OREGON 97223fl CONTACT: KYLE LATTA -.1 _1 PHONE:(503)598-9980 v FAX:(503)598-9982 ARCHITECT: ANKROM MOISAN ASSOCIATED If ARCHITECTS REVISION DATE REASON FOR ISSUE V 38 NW DAVIS, ,SUITE 300 ..--„4mD A m PORTLAND, OR 97209 CONTACT:JILL SABIN rilim---[-__. I-1 PHONE:(503)245-7100 I IIT FAX:(503)245-7710 Cd p • G I -. TENANT: KIRBY NAGELHOUT Mgr 1 I- -gh- -I PORTLAND, OR 97075 ��� ' Y1. COVER SHEET UNIT Jia C] O CONTACT: CHRIS PRAHL _----- PHONE:(503)530 8420 _I CONTRACTOR: KIRBY NAGELHOUT 51 -) 4M7(-1)=1-j I I II all PORTLAND, OR 97075 CONTACT: CHRIS P J PHONE:(503)530 8420L L filk. CCB#95590 PERMIT s- IF DATE PROJECT MANAGER „ „ AREA OF WORK, SUITE J3/J4 DATE 5.29.18 JS BUILDING J PLAN (!) SCALE:NTS PROJECT NUMBER SHEET CITY OF TIGARD 181620 Approved byPlanning 53a_is SCALE T. 0 Date: S� AS NOTED initials: OD 40 g,,Ttro,,, Q. WU � a • POMANR, OI CON t� No. 4268 O 4) OF 45 { A i 4 iTM ` Ankrom Moisan 1 f 38 NW Davis SUITE 300 PORTLAND,OR 97209 T 503-245-7100 1505 5th AVE,SUITE 300 SEATTLE,WA 98101 A T 206-576-1600 L (-- . to ©ANKROM MOISAN ARCHITECT'S, INC. A LIFE SAFETY SUMMARY 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3)THE LENGTH OFA COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS OTHER THAN H-1, H-2 AND H-3, WAREHOUSE SHALL NOT BE MORE THEN 75 FEET. (--- 110 COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 31'-4" ROOM SF RM OCC S 'ORAGE: 1 760 6 W'REHOUSE EXT1 3 5o OCC PE 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED 111 ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS 'd' 0 SERVE TRAVEL,SHALL NOT EXCEED 200 FEET.(SEE TABLE 1016.1) �06 COMPLIANCE:MAXIMUM TRAVEL DISTANCE 116' 9" M 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1) 06 109 TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE � PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, (SEE w �b TABLE 1015.1) I— Pr COMPLIANCE: EXIT DOORS REQUIRED- 2 D a (� DRAWING ROOM SF RM OCC COMPLIANCE:EXIT DOORS PROVIDED- 3 u� FILE STORAGEKUTS515 5 4. 108 C7 OLP OCC TYPE _ - 100 B —I OPEN COPY/PRINT OFFIC / FA%plrrd.E 0 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2M THE / SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS (..99 S q5M,er RM OCCDOORWAYS SHALL NOT BE LESS THEN ONE-HALF OF THE LENGTH OF THEz100 / MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. OC�OLF OCCTYPE O100 B m ,�, N 1 0 COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 59'-0" J L - ` COMPLIANCE: MAXIMUM SEPARATION PROVIDED- — / ` 10 Ln W b #,A,AREA 01 in c a / � a , 106 1— / `�T ROOM SF RM OCC W U a 195 13 z 5 OL OC TYPE � — / I I z 0 0 / 1 1 B FIRE & LIFE SAFETY PLAN NOTES gQO�M^F EM OYC / z o CONFERENCE 40 2 L J W ♦- EXITS OLF OCC TYPE 1 113 1 15 B MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES U m U / el / WATE THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. , ØFE w CI / ,HEr — z U ) / / 1 V) Q • 103 v) 0 H )—k / RESTROOM RES' RO• D 0 0 co a / WOMEN N / FIRE & LIFE SAFETY PLAN LEGEND co m IY / 116 r. �� ROOM SF RM OCC L I') 2 3 / T ROOM SF RM OCC `+ • - O c / 123 Y c 1000 200 ,JLL +t1 100OLF OCC TYPE z EXITS OLF OCC TYPE ROOM SUMMARY TAG J - Q ROOM SF RM OCC �� 1 B 126 2 I„I 2 200 A-2.1 z EXIT^ .960 Occ.PE OFFICE O ¢ z I / 102 PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE z J / LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY (— m , RECEPTION/ENTRY / FOR THE MEANS OFEGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY U d- Ln/ / THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE (f) 0 0— — 100 8100 RM OC / / EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT S CL CONFERENC / 100 14 115 EX TS OLF OCCTYPE / LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT 1f 7 B� / / / / EQUIPMENT, OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY _ _ _ �i,� / POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2014 O.S.S.C. SECTION 2702, PER RL/ SECTION �} �� � � O ,� � / 2014 O.S.S.C. SEC O 1006 1�2J - - *:_,.. OFFICE ® EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS WHERE REVISION DATE REASON FOR ISSUE 4 101 ---) LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. 4E0C,,r7T�lNF["CC _ R167F RM 2 FIRE EXTINGUISHER 185 12 - EXITS I UUOLF OCCTYPE dLF OCCPE - B . ,15 B FEC FIRE EXTINGUISHER CABINET .......„ C ] WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA ( 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA EGRESS PLAN EGRESS PLAN (.1) .y NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING 01/8 -1 0' EXISTING WALL PERMIT SET DATE PROJECT MANAGER 5.29.18 JS PROJECT NUMBER SHEET NUMBER 181620 SCALE T- 1 AS NOTED 09 ilkA, 1UAN a. WU . Kv a DEMOLITION SCOPE D, OFTIBGON k,_ No. 4268 1. PARTITIONS, DOORS, RELITES& ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR OF 0 RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 2. REMOVE ALL POWER SIGNAL,SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO BE DEMOLISHED. 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK, EXCEPT WHERE NOTED ON ' - A • PLAN. PREP TO RECEIVE NEW FLOOR FINISHES. L4I TM VI4Il ILI . DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT DEMOLITION TO Ankrom Moisan AVOID DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE.CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION BEING REJECTED BY TENANT OR ARCHITECT. 38 NW Davis SUITE 300 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW POORTLAND,OR 97209 CONSTRUCTION.COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. T 503-245-7100 ` O O 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS. 1505 5th AVE,SUITE 300 WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF SEATTLE,WA 98101 ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE. T 206-576-1600 - 8. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS ©ANKROM MOISAN ARCHITECTS, INC. PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION.THE I CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER IO WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY,TO BE REUSED OR TO PROVIDE L SELECTIVE DEMOLITION. PATCH/REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. ii rO9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND 1 T I ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS,AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT SHAFTS,CHASES, FURRED SPACES,AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND DUST. 10. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. 11. REMOVE ALL WIRE MOULDING AT EXISTING WALLS TO REMAIN. it - W ;,,EA, O rrj - M DEMOLITION PLAN KEYNOTES O - 1O REMOVE EXISTING POWER POLES AND ASSOCIATED ELECTRICAL. 1-- ...„ 2 IO\ - 2 EXISTING CONCRETE FLOOR TO REMAIN. CLEAN EXISTING FLOOR AND REMOVE ALL ____�1 2 ADHESIVES. REMOVE EXISTING DISHWASHER, SINK, FAUCET, &CABINET. CAP PLUMBING PER CODE. l+i $ II KiI: REPAIR WALL AS REQUIRED. II I I -AO4 L - = _ = 0REMOVE EXISTING DOOR AND FRAME-SALVAGE FOR POTENTIAL REUSE. - - � I 0 REMOVE EXISTING RELITE. SALVAGE FOR POTENTIAL REUSE. Z r 01 7nw \ 40 EXISTING SINKNANITY, PLUMBING FIXTURES,&TOILET STALL PARTITIONS TO REMAIN. CI m - V REMOVE EXISTING FLOORING AND PREP FOR NEW FINISHES. � n _ (t) II MomI -) w II O — — 0 CO M �TIF 11 0 ,_ O 4� 0 zC1 Z /® W D 1- - - \o="31 CJ') w m IT _ D N I- DEMOLITION PLAN SYMBOLS w w z !'I II „ z O • EXISTING WALL (A < O U • D in WALL OR ITEM TO BE REMOVED mCe \ .. ... •-• • - . '11--9-7---1171. . 03 UJ 0 (n O J J zo w I GLASS RELITE J O � Q z • OFFICE ROOM NAMEJ • • 100 ROOM NUMBER I Ln H m CC . 0KEYNOTE O- 11 Y REVISION DATE REASON FOR ISSUE DEMOLITION PLAN Cps DEMOLITION PLAN PERMIT SET DATE PROJECT MANAGER 5.29.18 _IS PROJECT NUMBER SHEET NUMBER 181620 SCALE T.2 AS NOTED ~k.:11.1AN Q. LUU • PORTLAND, OI GO t • v)._ 3 No, 4268 ,Z 44 OF 0 �' FLOOR PLAN GENERAL NOTES 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS OTHERWISE NOTED. fiA 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWINGS AT TM . - • ' COMPLETION OF CONSTRUCTION. • • � - . Ankrom Moisan • 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI STANDARDS. APPLYA DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT" OR EQUIV.)PRIOR • - TO FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. Cyp � � iiip FLOOR PLAN KEYNOTES O NEW 50 GALLON HWH. PROVIDE ELECTRICAL PER MANUFACTURER'S 38 NW Davis SPECIFICATIONS. SUITE 300 /� NEWFIBERGLASS INSERT ADA ACCESSIBLE SHOWER.WITH CODE REQUIRED GRAB PORTLAND,OR 97209 \ / BARS AND FOLD DOWN SEAT. REFER TO DETAIL 8/T5.1 T 503-245-7100 IDOTRMAND STEA P O LEVERATEXISTSET-NG PASSAGEOR O FUNCTIONEAIN: - NEWPROVIDE PRIVACY INNI.AS NWITHW AD"OCDCUPIEDCOMLIANT 1505 5th AVE,SUITE 300 SEATTLE,WA 98101 INDICATATORELOCARr_____ ." T 206 576 1600 WAREHOUSE O TPROVIDE AND INSTALL NEW ADA COMPLIANT 110 LEVER SET PASSAGE EDEXISTING FUNCTDOOR:ION. O ANKROM MOISAN ARCHITECTS, INC. O RELOCATED EXISTING 3'-0"WIDE RELITE-TEMPERED GLASS. STORAGE 2 WAREHOUSE 111 KI.I SERVER ROOM-COOR(1) DINATE DEDICATED ELECTRICAL REQUIREMENTS WITH TENANT. PROVIDE 4'X 8' FIRE TREATED PLYWOOD ON WALL.VERIFY LOCATION. O 0 NEW FRAMED RELITE TO MATCH DOOR FRAME.-4" BY DOOR HEIGHT.TEMPERED O / G LASS. -* z NEW FRAMED WINDOW TO MATCH RELITES. FIELD VERIFIED WIDTH BY4' HIGH - 0 O TEMPERED GLASS-SILL AT 3'AFF. - SERVER. N O NEW ADA COMPLIANT CASEWORK.TENANT PROVIDED AND INSTALLED. ----"Y--- FE 12 ^ 109 eN • O 10 NEW FRAMED WINDOW TO MATCH RELITES.4'WIDE BY 4' HIGH -TEMPERED {` \ GLASS. INSTALLED AT 3'A.F.F. , N05'-O" , n INFILL OPENING WITH NEW WALL TO MATCH EXISTING CLR 71- DRAWING FILE STORAGE 0 NEW FIRE EXTINGUISHER LOCATION 2. 108 06 OPEN COPY/PRINT 0 RELOCATED EXISTING 2'WIDE RELITE-TEMPERED GLASS. m OFFICE TOUCHDOWN AREA 114 109 (14) EXISTING ENTRY DOOR TO REMAIN -RE-KEY AS REQUIRED. f) 0 W H n 111 E7 VON OQN vd) 0 D O � �_ FLOOR PLAN SYMBOLS ,, N1 O ��N N 0P -4" EXISTING WALL N P. 6 s -,•N BREAK AREA _ v 0 P 1 106 t�rrry� -7 ` 5 NEW INSULATED PARTITION WALL TO CEILING GRID © V i, -NI` O I' 6 114" T`�1 0"M! 0 ® Z N ❑ Cr) CONFERENCE 01 O� OA 113 N N `° 4 O rqrliallal NEW INSULATED PARTITION WALL TO 10' 6"AFF. 4 J Mr D W ..._....-- TT . = O I i I }� N M ,W HEAT O DO G 1'-3 1050 *- D (---- 0E.01B N • t" 1 ..,N �� NEW INSULATED PARTITION TO STRUCTURE © (5 0 N -7\N ) ( o -0 i \ �� �• •103ER O ® z U N ©i° / 1 I GLASS RELITE Z 0 RESTROOM RESTRO _ WOMEN 0 0 MEN i OFFICE ROOM NAME W 5 I- 116 104(T II � 100 ROOM NUMBER U m U o V) L1.1 IY Q IILiO KEYNOTE D CrlN tH [f © OFFICE I-1-1 Z N Z 0f 102b 1. INTERIOR ELEVATION REFERENCE Z 0 4 z RECEPTION/ENTRY O ¢ 0 F— CONFERENC:ii.• 4 100 0I alk DETAIL OR SECTION REFERENCE Mr m m W Q 115 �O Le _ Z ® O . 308 DOOR TAG J z LU ‘Pi L7 '� 0 14 — J ❑ V' N ��_ 0 1► . • OFFICE OA WALL TYPE 0 ¢ z AL yr 101 H . . . . O DUPLEX RECEPTACLE I J U 4-PLEX RECEPTACLE CC - I d VOICE/DATA OUTLET • ABBREVIATIONS E EXISTING REVISION DATE _ REASON FOR ISSUE N NEW R REMOVED RL RELOCATEDII - F1/8 L"=1O'-0" O R PLAN (1: +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. D DEDICATED FLOOR PLAN PERMIT SET DATE PROJECT MANAGER 5.29.18 JS PROJECT NUMBER SHEET NUMBER 1. 81620 SCALE T-3 AS NOTED cOlD 06) �� TUAN O. LUU k. • PORTLAND, OREGON tP • No. 4268 4-h OF 00 Af TM REFLECTED CEILING PLAN GENERAL NOTES Ankrom Moisan 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. ij $ 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. II v v I 3. RELOCATE OR DEMO EXISTING LOUDSPEAKERS,SMOKE DETECTORS,AND MOTION 11 DETECTORS AS NECESSARY. CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING ir � OWNER AND TENANT PRIOR TO DEMOLITION. 38 NW I! ^ ^ SUITE 00vis 'i 4. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. PORTLAND, OR 97209 T 503-245-7100 ii FOLLOW NECESSARY CODES AND REGULATIONS. n I! r5i5zi v v v 5. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED 1505 5th AVE,SUITE 300 11 EM EM OTHERWISE. SEATTLE,WA 98101 T 206-576-1600 II A (II) A A 6. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT11 ©ANKROM MOISAN ARCHITECTS, INC. COMPLETION OF CONSTRUCTION. \ 'l 7. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. iI r1 r" — II I! Ir ,- - - - - FY 11� ��t ,I REFLECTED CEILING PLAN SYMBOLS ,ill l $ SWITCH 1 h 11 ,I I ..)0( EXISTING 2'X 4' LAY-IN FIXTURE TO REMAIN s1 I __ II F�Y� EXISTING 2'X 4' LAY-IN FIXTURE TO BE REMOVED &RELOCATED 'Cr rI --i-- 1 ri I---1 SUSPENDED FLUORESCENT STRIP LIGHT TO REMAIN 06 ri if 11 4 li 11 ii HEM II II EM ® EXIT LIGHT AC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW. UNITS WHERE Cr)II I LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. 11 tl yt 0 SPEAKER LJJ II F- II D II ABBREVIATIONS LC) 11 E EXISTING 111T' n II \ x R REMOVED _ _ lf If If +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. (.9 n 11• 7 - I- 7-II HEM X J II HEM „ V T T -1-11r D DEDICATED Z ' 1- 11 I� II \ S u u u �-- —II� ii �, — —i J-- I —�i —.i— Ir --- 1I H-i --� - ❑ m I I III _ II J I r ---1— LCL , -I -; - w 11 I I m D 'M __TH_ _ ,,, -r if, N . J- JI I ' = O LU z U 11 I I I � 1 L , IP �� ift1/4=-Li I � Z � L I � 11 1 - z II I I ��1- - --r - - t -u-I - ri 0 1) E A 1 1 i Z ° 0 u I. ' �lij 1 'II IT i I I = l ��� �� V m U 11 ice: • - -I- - -1 I L I ±� - L� -7 -II [J'l 1 m I1 \ w F- :� rY 1 L _ _I _ i r C!'} N r I I__ - -t- - - �I 7_,„, =,.ter - - -�- I I � � - - -I- - 1 - I � N to Iii i 11---- - I - -It-i 1 �-.I L 1 '-I - - r - 1 ZI-U W a) Z - - - ` 7 - � -7 - i-= NA I �' 7-; - DEMOLITION REFLECTED CEILING PLAN vi Q ZI U _ L.....�1 L _ ___k _ SII. 11,-WIN 11- T 1- - _ T I I MEI KEYNOTES m m w� o - -1- - ± - - 1- - --I_ - f- - -I- - �- - - W'�. 0 REMOVE EXISTING SUSPENDED CEILING SYSTEM AND REPLACE WITH NEW PER '!,—_ i i 1 i . w REVISED REFLECTED CEILING PLAN J W1 __________ II `� REM VE AND RELOCATE EXISTING EXIT SIGNS. REFER TO REFLECTED CEILING J ❑I�EPIFIII '_= 0 Ln Qz Z 11'-'=,- 1177 - O REMOVE EXISTING HVAC DUCTWORK NOT BEING UTILIZED I 0 J rrI________________ U f 1— O ii lflrY REVISION DATE REASON FOR ISSUE 1 DEMOLITION CEILING PLAN (I) T-4 1/8"-1'-0" REFLECTED CEILING PLAN PERMIT SET DATE PROJECT MANAGER 5.29.18 JS PROJECT NUMBER SHEET NUMBER 181620 SCALE T-4. O AS NOTED cOn ARc+, " v TURN 0. WU PORTLAND. OREGON i No. 4288 �„ '''''e OF 61t> /A T11 Ankrom Moisan REFLECTED CEILING PLAN GENERAL NOTES I—r-, $ ® 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. 38 NW Davis 3. RELOCATE OR DEMO EXISTING LOUDSPEAKERS,SMOKE DETECTORS,AND MOTION SUITE 300 DETECTORS AS NECESSARY. CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING PORTLAND, OR 97209 171 OWNER AND TENANT PRIOR TO DEMOLITION. T 503-245-7100 v v 1505 5th AVE,SUITE 300 4. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. DI EM EM EM FOLLOW NECESSARY CODES AND REGULATIONS. SEATTLE,WA 98101 T 206-576-1600 5. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED ©ANKROM MOISAN ARCHITECTS, INC. OTHERWISE. 11 — 6. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWING AT COMPLETION OF CONSTRUCTION. 171 H. 7. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. •, v ,Y, A n IIigi! S-1 I -------- EM N O 06 N N N m V) ®N DEMOLITION REFLECTED CEILING PLAN � _ C N KEYNOTES EM N N N N N EM c9, RWFS STANASPENCR AE SYSTEM ( &TESTALL PERNECEILING DETAILS ONRD SHESUET T 5 SUSPENDED "DINGCEILINGDCLOUD". STRUCTURADED ILI L ENGINEERINGGRID TO BE PROVIDED ILS). INAS_ D —1 DEFERRED SUBMITTAL. 3 NEW GYP BOARD CEILING TO 8'-0"AFF. V d �3 0 z --, y �Q OPEN CEILING AT HWH ROOM, RELOCATE EXISTING FLUORESCENT TUBE LIGHT. 0 rn [NM 4 O NEW EXHAUST HAN TIED TO LIGHT SWITCH "- W D H EM O OPEN TO STRUCTURE ABOVE CO D O 0 o N ® ® LJJ z U H 9 z 1 1'4 1" \ Z 0 ` J 5 H N EM DN ' L L REFLECTED CEILING PLAN SYMBOLS w Ln L~ z z w � � WITH z LL � o 4 /�� I;� J ` _ / S C � Q z u / ® ® 7 1� EXISTING 2'X 4' LAY-IN FIXTURE TO REMAIN D Ul �► r EM EM /"\ D LJJ O I 11� SUSPENDED FLUORESCENT STRIP LIGHT TO REMAIN CO _ ' , ®RL 2 ®RL � 2 o o O I NEW SUSPENDED L.E.D.STRIP LIGHT J 1JJ ® NEW WET AREA RATED, RECESSED DOWNLIGHT J ❑ZQ O ll) Q Z ® EXIT LIGHT AC WITH AC -UP AND DI INE OF SIGHT TO NEAREST E XT SKOBSCURED RECTIONAL ARROW. UNITS WHERE I in O H m 0 EXHAUST FAN r- 0_ 0 SPEAKER O BASE FEED FOR TENANT PROVIDED AND INSTALLED FURNITURE. 1 CIRCUIT TO(4) WORKSTATIONS MAX. Q CEILING DULPEX OUTLET REVISION DATE REASON FOR ISSUE GYP BOARD CEILING/SOFFIT ABBREVIATIONS 1 REFLECTED CEILING PLAN (11) E EXISTING T-4.1 1/8"=1'-0" EM EMERGENCY/NIGHTLIGHT LIGHT FIXTURE REFLECTED N NEW R REMOVED CEILING PLAN RL RELOCATED +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. _ . D DEDICATED PERMIT SET DATE PROJECT MANAGER 5.29.18 JS PROJECT NUMBER SHEET NUMBER 181620 SCALE T-4 AS NOTED 1) ARCS' '\ .t f . WU 4-3 V - ` 1 - ; z z -STRUCTURE �9ti��. TRIM FLANGE AND BEND WEB. 042 0 �' I FASTEN TO(E) STRUCTURE WITH (2) TRIM FLANGE AND BEND WEB. If. �J 9BIFJ111bUNDERSIDE OF STRUCTURE \ SCREWS PER. FASTEN TO (E) STRUCTURE WITH (2) OF (�4 Q 6 Ale UNDERSIDE OF EXISTING STRUCTURE ,--.,._ SCREWS PER. AMAX , SAFING INSULATION -___I � 0 0 LATERAL WALL BRACE O LATERAL WALL BRACING 4 FEET O.C., LATERAL WALL BRACING 4 FEET O.C., 3 ° 7 ABOVE CEILING, DEFLECTION CHANNEL PAINT TO \ \ �� h s ALTERNATE ALTERNATE DIRECTIONS, ALTERNATE DIRECTIONS, Y e ° 13 "l MATCH WALL \ - r r-"1 0 0 0 , 'e N DIRECTIONS TO �— 3625125-18 \ 3625125-1$ 4'-0" 4'-0"� STRUCTURE PER ASCE " J SUSPENDED CEILING SYSTEM �► TRIM FLANGE AND BEND WEB. FASTEN �` ,. TRIM FLANGE AND BEND WEB. FASTEN TO :474-.214.0 ''):,74,-....:'X 7-10 SECTION 13.5.8.1 �TAL • a, APA TO TOP TRACK WITH (2}#6 S.M.S. / TOP TRACK WITH (2)#6 S.M.S. e::;:!--7:::,_ "' i �������W� IIiIIiiiiii liltlaIUilttlilllllIltiilu,..ii1,.,d1111111111811IIIIIIiii1 ' LATERAL BRACE AT 12'O.C.MAX %� \ _, r €s6 ;�� TM• dal -GRID SYSTEM UIREMENTS° fath. mlllmlmami aailml i11ttI111181iI11111119iililil1- 2" SOUND BATT INSULATION ABOVE „ CEILING TO 4'-0"OF EITHER SIDE OFOAP C �a �1 ( � � - GRID SYSTEM RATING: HEAVY DUTY. /2 / 2 INCH CLOSURE ANGLE PARTITION SUSPENDED CEILING SYSTEM - DESIGN REQUIREMENTS:CEILING MUST BE DESIGNED PER STATE OF OREGON 2007 ,f 1 BLOCKING EXISTING ACOUSTIC CEILING PANEL NEOPRENE FOAM TAPE CONT. BETWEEN STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,& F,ASCE 7-02 OR-05, iPAAX ,0 ly" a 2 INCH CLOSURE ANGLE,OR �..� BLOCKS CISCA RECOMMENDATION FOR SEISMIC ZONES 3&4. 4 APPROVED ALTERNATE INSTALLATION: 7/ (1) LAYER OF TYPE 'X'GYPSUM BOARD CASING BEAD � -411 , Ax ON EACH SIDE OF STUD �.� SOUND BATT INSULATION 1110 ,1,, MAIN RUNNERS:4 FEET O.C., SUPPORTED WITH NO. 12 GA.WIRES AT 4 FEET O.C. (OR 4'�° 2 O" METAL STUDS, SEE MTL.STUD (_� NO. 10 GA.WIRES AT 5 FEET O.C.), HANGER ATTACHMENT TO BE DESIGNED TO U � i 38 NW Davis SUPPORT NOT LESS THAN 200 POUNDS. SCHEDULE FOR GAGE SPACING AND 0_ ON GYPSUM BOARDSUITE 300 N HEIGHT N , "�'" SOUND BATT PORTLAND,OR 97209 ® ,,/ METAL STUDS,SEE MTL. STUD w� CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CARRYING �,,0''�A �� SCHEDULE FOR GAGE, SPACING,AND GYPSUM BOARD T 503-245-7100 DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS. •► ,- HEIGHT METAL STUDS, SEE SCHEDULE FOR ECURE TO HANDLE APPLIED LOADS �1 ler 0.157 HILT XU POWER ACTIVATED GAUGE, SPACING, AND HEIGHT 1505 5th AVE,SUITE 300 ,3� HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. SEATTLE,WA 98101 (� � DRIVE PIN MAXINTO EMBEDMENT AT 0.157 HILT XU POWER ACTIVATED DRIVE T 206 E,WA 00 OGRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 , �� 4'-0"O.C. ADECK PIN W/1-1/4"EMBEDMENT AT 4'-0"Q.C. INCHES OF CROSS RUNNER INTERSECTION. (A.) FOUR(4)-NO. 12 GA.WIRES SECURED TO PARTITIONS _ 4 .�� f ACOUSTIC SEALANT AT SLAB . `I/ I MAX INTO DECK ©ANKROM MOISAN ARCHITECTS,INC. MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AT AN ANGLE .-'' NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. (B.) BRACE AT 12 FEET O.C. EACH LATERAL WALL BRACING: IN LIEU OF ACOUSTIC SEALANT AT SLAB WAY. BRACING ABOVE CEILING PROVIDE ADJACENT WALL FRAMING FOR LATERAL OCOMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION. STRUT TO BE SUPPORT OF WALL. ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, SPACED 12 FEET ON CENTERWALL TYPED WALL TYPE C WALL TYPE B IN BOTH DIRECTIONS.STRUT TO BE COMPATIBLE WITH STC 45-49 SUSPENSION SYSTEM. WALL LATERAL BRACING PARTITION TO STRUCTURE 4 PARTITION WALL TH RU GRID 0 PARTITION WALL TO GRID SYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTER SLOPE HANGERS. 1 N.T.S. IBC-WALL-LATERAL 12-10 1 1/2"=1'-0" IBC-WALL-TYP-D 02.08 1 1/2"=1'-O" IBC-WALL-C 12-10 1 1/2"--1'-0" IBC-WALL-TYP-B 12-10 (5 WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE TRAPEZE OR EQUIVALENT DEVICE.TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 INCHES TO BE MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS. NO. 12 GAGE SUPPORT WIRE (E)STRUCTURE O AT 45° EACH WAY, ® ,,,*-•''� EACH HANGER WIRE ANCHOR TO STRUCTURE CAPABLE OF CARRYING 100 POUNDS 1s° MINIMUM. d' LIGHT FIXTURE SUPPORT: DETAIL 13 <>/ COMPRESSION STRUT 0 HANGER WIRE CLIP, REFER TO O NOTE#8 OF SUSPENDED CEILING POP-RIVET5OSURE ANGLE, SPREADER BAR m A. WITH SUSPENSION SYSTEMS, NO. 12 GA. HANGERS TO BE ATTACHED TO GRID MEMBERS NOTES. /8 MAX. WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE-TANDEM FIXTURES MAY USE a4' FASTEN IN / CLOSURE ANGLE,@ —I COMMON WIRES. TO STUDS (f) B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE (2)-NO. 12 GA.SLACK WIRES w• / PERIMETER HANGER W FROM FIXTURE HOUSING TO STRUCTURE ABOVE. f ` WIRE, © F— . C. LIGHT FIXTURES IN EXCESS OF 56 LBS.TO BE SUPPORTED DIRECTLY FROM STRUCTURE �• s �.:./ ABOVE,WIRES MUST BE TAUT. •f . MAIN RUNNER 1 D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM.ATTACHMENT DEVICE ° ��y 444A1 ,1 .� • 'Q �• ./ 2 • TO CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. `�, •�`�, •4 HANGER WIRE OR COMPRESSION 0 .o „7.,,,,,,.--- 8”8"MAX. = a INTERIOR PARTITION WALLS EXTENDING TO GRID,THAT DO NOT ALIGN WITH 4-WAY 2" 2" STRUT AS REQUIED, REFER TO REQUIREMENTS • •C (NO ATTACHMENT) BRACING OF GRID, MUST HAVE THEIR OWN LATERAL WALL BRACING PER DETAIL 6. ' i / SUSPENDED CEILING NOTES. • • �(5 -GRID SYSTEM RATING : HEAVY DUTY 40• • •• FASTENER / �../ 6 PROVIDE SEISMIC JOINTS WHERE CEILING AREA EXCEEDS 2,500 SQ. FT. OR PROVIDE FULL CROSS RUNNER, BRACING WIRE AT 45° ANGLE TO 4(� TO STUDS / • l ct HEIGHT PARTITION. DETAIL 4 OR DETAIL 14. O STRUCT 4 WAYS, REFER TO WCLOSURE • ANGLE:2 INCHES E • 4 RIE E3ER HANGER Z MAIN RUNNER, 1a II . SUSPENDED CILING NOTES. " �� f'Yl 6 2 INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED CEILING SYSTEM, -ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT ' • _, (2)SIDES TO BE ATTACHED TO ADJACENT WALLS, (2)OPPOSITE ADJACENT SIDES TO BE WALLS WITH POP RIVETS �/� ` MAIN RUNNER,® UNATTACHED PER DETAIL 15. MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS RUNNER CHANNEL, REFER TO 2 • • — W GRID SYSTEM REQUIREMENTS OF -PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE TO �o EMT CONDUIT SUSPENDED CEILING NOTES. 6 WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCUR, PROVIDE 2 INCH MAIN RUNNER AT PERIMETER AT UNATTACHED WALLS • •a m • 1/2"EMT CONDUIT UP TO 5'-10" • {� OVERSIZED ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL • 3/4"EMT CONDUIT UP TO 7'-8" HORIZONTAL DIRECTIONS,OR PROVIDE STANDARD ESCUTCHEON AND PENETRATIONS 1"EMT CONDUIT UP TO 9'-9" FURRING CHANNEL -SPREADER BARS: PREVENT SPREAD OF MAIN RUNNERS AND • • 0 - WITH FLEXIBLE HEAD CONNECTION. CROSS RUNNERS AT UNATTACHED CONDITIONS 0' W (,a U METAL STUD GYP BD -LATERAL BRACING • I— Z z SINGLE 1 5/8"METAL STUD(20 GAUGE) UP TO 12' CI BACK TO BACK 1 5/8"METAL STUD (20 GAUGE) UP TO 15' -PERIMETER SUPPORT HANGER WIRE Z J O SINGLE 2 1/2"METAL STUD (20 GAUGE) UP TO 13'-6" w D UBACK TO BACK 2 1/2"METAL STUD (25 GAUGE) UP TO 15' U CO SEISMIC BRACING AT TYPICAL 2 " WALL ANGLE TYPICAL 2 " WALL ANGLE .j NCG SUSPENDED CEILING NOTES GRID LATERAL FORCE BRACING 8 SUSPENDED GYP. BD. CEILING 9 (ATTACHED) 10 (UNATTACHED) w0 N z cii 01 N.T.S. IBC-CLG-NOTES-02.08 1 1/2"=1'-0" IBCCLG-LATERAL-02.08 3"=1'-O" CLG-GYP-GRID 3"=1'-0" IBC-CLG-GENERIC-02.08 3"=1'-0" IBC-CLG-GENERIC-02.08 Z J O 1 Q T U V METAL STUD TABLE-MAX WALL HEIGHT L/240 D Q D NOTE: STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT W m W 0 _COMPOSITE SECTION NON-COMPOSITE SECTION It 1. EXPANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC193". 3 5/8" 25 362 S 125-18 16,E 14'-4" 12'-6" 2 0 w 2. ADHESIVE ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC308". 24" 13'-5" 10'-10" J - 3. POWER ACTUATED FASTENERS(PAF) 20 362 S 125-33 16" 16'-5" 15'-6" J Z O V'1 t1( Z CO T a. MUST HAVE CURRENT ICC-ES REPORT 24" 141-9" 13'-6" ZactI b. CANNOT BE USED IN TENSION 6,! 25 600 S 125-18 16" 19'-9" - c. REDUNDANCY REQUIRED. MINIMUM 3 PAFs INSTALLED IN ANY APPLICATION. 24" 16'-9" - = }- MINIMUM SPACING SHALL BE PER PAF LISTING 20 600 S 125-33 16" 241-6" 23'-11" U 111 CO d. INTERIOR WALLS: 24" 21'-7" 20'-10° V� C) 0 CC INCREASE FACTOR OF SAFETY TO 2:1 (50% OF THE LISTED VALUE) VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA)TABLES CI.- e. I"e. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN INTERIOR f. THIS ALTERNATE METHOD WILL BE REVIEWED IN CONJUNCTION WITH THE APPLICATIONS (5 PSF) WITH DEFLECTION LIMIT OF U240. ADOPTION OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE 4. STATEWIDE ALTERNATE METHOD: 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK. GYPSUM SCREW ANCHORS. IN THE ABSENCE OF AN APPROVED ICC-ES REPORT UNDER THE BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX. NEW ICC ACCEPTANCE CRITERIA,SCREW ANCHORS MAY BE USED SUBJECT TO THE REVISION DATE REASON FOR ISSUE FOLLOWING: 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING a. CONTINUOUS SPECIAL INSPECTIONS ARE REQUIRED OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES. b. FOR LEGACY REPORTS APPROVED UNDER THE 1997 UNIFORM BUILDING CEILING WIRE AI IACHEMENT CODE OR 2000 INTERNATIONAL BUILDING CODE; DESIGN SHALL BE BASED ON 50% OF THE VALUE LISTED CONSTRUCTION TYPE FASTENER c. FOR ANCHORS CURRENTLY SUBMITTED TO ICC-ES FOR EVALUATION UNDER WOOD 1/4"X 3"SCREW EYES THE NEW ICC ACCEPTANCE CRITERIA PER THE 2003/2006 INTERNATIONAL STEEL DECK PRE-DROP WIRES,CMI DC1 OR DC 2 1/4" BUILDING CODE, DESIGN SHALL BE BASED ON 80% OF VALUE STATED IN THE METAL DECK SCREW EYES. REPORT. A COPY OF THE REPORT SHALL BE PROVIDED TO THE JURISDICTION ELEVATIONS HAVING AUTHORITY POST TENSION PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL d. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED CONCRETE HIT ANCHORS & D ETAI LS e. THIS ALTERNATE METHOD IS APPLICABLE TO PROJECTS SUBMITTED FOR PLAN POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL REVIEW PRIOR TO MAY 1, 2009. CONCRETE HIT ANCHORS NOTE:THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER STATES VERIFY WITH AHJ. PERMIT SET 4 GENERAL NOTES SCHEDULES 1 1/2"=1'-0" IBC-GENERAL NOTES N.T.S. IBC-WALL-SCHEDULE-12-10 10 DATE PROJECT MANAGER 5.29.18 JS PROJECT NUMBER SHEET NUMBER 181620 - SCALE T.... 5 AS NOTED 0 AR 0 00. c. ~` TAN Q. LUU - !p - f ° • FACE OF WALL(PROVIDE CONT PORTLAND, OREGON FACE OF WALL(PROVIDE CONT 2'-1�� �' No.'4288 2'-O" BACKING TOP& BOTTOM) / _Z------BACKING OF WALL(PROVIDE CONT. 7- BACKING TOP& BOTTOM) / 17"MAX TO CONTROLL 'BACKING @TOP& BOTTOM} ' BACKSPLASH RETURNS PER -I /` OF 1'-0" ELEVATIONS - BACKSPLASH-3/4"MDF WI BACKSPLASH RETURNS PER A.D.A. FAUCET / CABINET BODY-3/4"W/P-LAM @ -\--- P-LAM @ FACE &ALL EXPOSED ELEVATIONS EDGES _ _ BACKSPLASH-3/4"MDF W/ FACE & EDGES MELAMINE @ALL y 1'-6" P-LAM @ FACE &ALL EXPOSED ;. ,;., ;,� _;�; ;y; OTHER NONEXPOSED SURFACES --\--=,-, .♦ ♦'I•• CABINET BODY-3/4"MDF W/ 771. ` EDGES • py.,5,,:gs • • • • •• • • ••. �, P-LAM @ COUNTERTOP, END - • 2.t�_.:..a •_r♦g.�♦. ��. r • ° PANELS FACE EDGES • ° ° r • ± S► r r \�\ r • CONT LEDGER ATTACHED TO �!�' MELAMINE @ ALL OTHER NON � 'i!� ---•''•�'' ' CABINET BODY-3/4"MDF W/ T-5.1 ` 'FACE OF WALL - _•$:: DRAWER SLIDES PER EXPOSED SURFACES ivokAT q - �;m TMS ro • /". P-LAM @ COUNTERTOP END a 10 1/2' a �. SPECS ( )EQUAL .vm g :' a a t — PNLS, FACE EDGES &AT ALL ' " M • 7 0 // - - 6 �.n��am I�IQ15a�1 iik. ° ► ., • 4 W RAIL @TOP& BOTTOM OF OTHER EXPOSED SURFACES / a DOORS-3/4"MDF WI P-LAM @ a11 r CABINET �j • t=- FACE, EDGES AND BACK 11/2" SUPPORT - • �� 4"W RAIL @TOP& BOTTOM OF _ i• -__ _ P-LAM CABINET Q • ° ° a W SU O T ° DRAWER-3/4"MDF FRONT, 1/2" �� eir CABINET FRONTS, TYP. • a a . RAILS ON 4 SIDES .4 `+A',"4 6 DEEP A.D.A.S{NK"' 1i4"MELAMINE BACK SIDES& BACK 1/4" BOTTOM W/ ~' - w : ° ° o a r 8"MIN ��♦� l�.�a_�.!� 1/2" N ° ° --- a 1/4"MEL. BACK a P LAM @FACE & EDGES, • ��� �j WRAP SUPPLY& DRAIN PIPES a. 3 0 0 MELAMINE @ DRAWER INT �®►��iy���� \ •w d ° a `�`---ADS SHELVES-3/4"MDF W/ w • WIRE PULLS TYP ° _ �.!• ®����!.� W/INSULATION = 4 3 = F'-LAM COUNTER 38 NW Davis �- MELAMINE ALL SIDES PROVIDE 4 N o ¢ j� 5.1 `Q TOP AND SUITE 300 �, .ity.r. . s s..a d;ti Q ° ° r ALLOWABLE EQUIP. AREA ltii010( Q •. c o MTL SUPPORT CLIPS PER SHELF & > a ••may ���• �„�s�,.�, �•�• �� ���• �•�,�•�� DOORS-3/4"MDF W/P-LAM @ N 2 cr - BACKSPLASH > r .. ...•.. U PORTLAND,OR 97209 MOUNTING HOLES @ 1 OC IN 4 0 o FACE, EDGES AND BACK U \ T 503-245-7100 •• ° ° END PANELS `v sj ° o _Z 0 o ° y a a Z DOORS-314"MDF WJ P LAM @ O a ° - 4 a a • A4pir FACE, EDGES & BACK- 176° _ 1505 5th AVE,SUITE 300 a ° ADJ SHELVES-3/4"MDF W/ OPENING HINGES WITH �' •• 4 W RAIL @ TOP& BOTTOM OF cv cvire SEATTLE,WA 9$101 `� ° ° ° CABINET r ° BASE PER FIN SCHEDULE MELAMINE ALL SIDES PROVIDE 4 ; . ATTACHED TOE KICK "' T 206-576-1600 �- r r.•.••,••� •••,••••: r •d MTL SUPPORT CLIPS PER SHELF - N / &MOUNTING HOLES @ 1"OC lo . 4� _..----MELAMINE BOTTOM SHELF ° MELAMINE BOTTOM SHELF 6"MAX �f \ ©ANKROM MOISAN ARCHITECTS,INC. -i.,, IN END PANELS -,� .. .... .. . ..... . . . .y • ti• U NOTE:4" WIRE PULLS,TYP " " , " " dle r _� a •-.1-..-_-_:•-:.::. :::*:a::�:s:..::.m:.�. ::o�a:••••W �, .!♦.. 3-0 / 3-0 / 2-1 1 -11 UNDER-CABINET LIGHT WHERE t• �( CLR //:; 1:1 (2)CONT 4"W BASE RAILS W/ _ 3" NOTED �r • STRETCHERS @ 24"OC d'N 4 f -WIRE PULLS TYP \ \ �r \ \ \ �. `I. J, 3" FINISH FLOOR-SHIM CAB AS NECESSARY TO LEVEL 17"MIN 0 UPPER CABINET W/ DOORS LOWER CAB W/DOOR & DR. 4 A. D.A. SINK CABINET KITCHENETTE ELEVATION 1 1/2"=1'-0" N232-5 1 1/2"=1'-0" N232-10 1 1/2"-1'-0" ADA Sink_Cab 3/8" - 1'-0" 4",i, TYP. DOOR OFFSET AT \ T T / PERPENDICULAR WALL II_ / gq W 06 • On caM I L.:11..,11W.r 18" / 4\ , , 0 3'-0" 3'-O" \ (� MIN. CLEAR '� CONTROLL SWITCH rtc PLAN 4 I . AREA GANGINIIIII / �,tc GRAB BAR if 15174, / <1 " t�/�15" ,� L) ^ x N i' 0 M to 4" // Z , J –� l/1 ^ 03 1 MAX./ O ma— w D W , \---,' \ x \ M , X = �_ 1 x' .r, M VJ = -^ N M en = 'IA 'r" 1 1/2" "' 0 0 � 00 U "' , I. . \ • `MAX. "' \ 0 --, O 15" \ L- .—......—.---I \ I -1 \ \ \ —.._.-s ( '� W z l.J MAX. /- SEAT WALL BACK WALL CONTROLL WALL =.1-114- I— z Z J O /FULL DEPTH OF STALL/ ELEVATIONS I I _ \ FIN. FLOOR U m U SEAT UNDERCUT DOOR AS REQUIRED TO-J \ OUTLETS \ (.J) t m = CLEAR FLOOR FINISH W I HEIGHT `�' = N 8 TYPICAL ADA SHOWER 10 STD. MOUTING G W W N z 1/2"=1'-0" lOada-SHOWER 3/4"=1'-0" MTG-HEIGHT1.1 Z pp, O PICTOGRAPH FIELD SHALL HAVE A FIELD 6"MIN. CC 03 co LUQ HEIGHT WITH A NON-GLARE FINISH. (f) 2 0 ._.I PICTOGRAPHS SHALL CONTRAST WITH THEIR Jw FIELDS WITH EITHER LIGHT ON DARK OR DARK .J Z Z Q ON LIGHT.CHARACTERS OR BRAILLE SHALL NOT STRIKE JAMB < Z BE LOCATED IN THE PICTOGRAPH FIELD. 0 U1 / _ � H m ADA ACCESSIBLE SIGN .q cc / r- Ll zo .- o& !If& ' 6, / i,_ ,_ ....._ _\� WOMEN IRES7ROK)MSI MEN Y CENTER LINES OF REVISION DATE REASON FOR ISSUE \ — �•• J I TACTILE LETTERS 0 NOTE: x SIGN SHALL BE INSTALLED ON Q WALL ADJACENT TO LATCH CHARACTERS SHALL BE SANS SERIF UPPER CASE CONTAINING TACTILE SIDE OF DOOR. SIGNS LETTERS, RAISED 1/32"MIN.ABOVE THEIR �, 1 CHARACTERS SHALL BE BACKGROUND. CHARACTERS SHALL BE 5/8" LOCATED SO THAT A CLEAR MIN.TO 2"MAX. HEIGHT. CHARACTERS SHALL I - FLOOR AREA 18 INCHES BY 18 ELEVATIONS BE DUPLICATED IN BRAILLE. \ = INCHES CENTERED O THE \ TACTILE CHARACTERS IS & DETAILS NOTE: PROVIDE BEYOND THE ARC ALL RESTROOM SIGNAGE SHALL COMPLY W/ OF THE DOOR SWING ICC/ANSI A117.1-2003 SECTION 703 FF T BETWEEN THE CLOSED POSITION AND 45° POSITION. ANSI A117.1-2003 SECTION 703.11 18"MIN. PERMIT SET ( LEAR FLOOR ARLA 14 RESTROOM DOOR SIGNAGE RESTROOM DOOR SIGNAGE DATE PROJECT MANAGER 1 1/2"-1'-0" DWG Name 3/4"=1'-0" ADA-ACESSIBLE-SIGNAGE-ELEV 5.29.18 JS PROJECT NUMBER SHEET NUMBER 181620 SCALE T.. 5 . 1 AS NOTED