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Plans (67) BU P2019-00295 ''crICE COPY MATRIX RISK MANAGEMENT RECEIVED OCT 24 2019 10220 SW GREENBURG RD SUITE 601 PLAN NOTES PROJECT DATA CITY OF T�GARD BUILDINGDiVISIO PORTLAND , O R 97223 1. PORTIONS OF EXISTING FLOORING, WALL BASE, CEILING TILE & LIGHTING JOB NAME: MATRIX RISK MANAGEMENT THROUGHOUT TENANT SPACE TO BE REPLACED, SEE DEMO PLAN & RCP PROJECT LOCATION: 10220 SW GREENBURG ROAD CITY OF'TIGARD ICE COPY DEFERRED SUBMITTALS 2. MAINTAIN 100% SPRINKLER COVERAGE. PORTLAND, OR 97223 REVIEWED FOR CODE COMPLIANCE 3. DESIGN OF ALL SEISMIC BRACING AND THE SUPPORTS FOR CEILING, PARTITIONS, SCOPE OF WORK: PARTIAL REMODEL IN EXISTING TENANT SPACE Approve 'I THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPARTMENT FOR MECHANICAL, ELECTRICAL FEEDS ARE THE RESPONSIBILITY OF THE RESPECTIVE OTC: , REVIEW AND APPROVAL PRIOR TO INSTALLATION. CONTRACTORNENDOR TO MEET THE CITY OF PORTLAND BUILDING CODE. PROJECT DESCRIPTION: £ # Permit : PARTIAL REMODEL IN EXISTING TENANT SPACE FOR Perm ,1314/1 ,/q--Obaq.4- DESIGN+BUILD 1- ELECTRICAL SYSTEM WORK 4. ALL TENANT STANDARD PARTITIONS ARE TO BE MIN 3-518"" METAL STUD @ 24" 0/C W/ AN EXISTING OFFICE. REMODEL TO OCCUR ON TWO Address: f oa�0 S �t (`Yr�,�r. b ur 1001 SE WATER AVE 2. HVAC SYSTEM 5/8"TYPE 'X' GYPSUM WALL BOARD EACH SIDE WITH ACOUSTICAL INSULATION WHERE LEVELS INCLUDING REMOVING AND RELOCATING OF Suite#:.:40s- S SUITE 261 3. LIFE SAFETY SYSTEM AND FIRE ALARMS INDICATED. AREA OF REMODEL: EXISTING DOORS AND REMOVAL OF INTERIOR 4. FIRE SPRINKLER PARTITIONS. By: Date: )fl-Wy - ft PORTLAND, OR 97214 5. LIGHTING SYSTEM COMPLIANCE AND COMMISSIONING 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED D AND B GROUP.COM 6. LOW VOLTAGE SYSTEMS PATH AND TO CONFORM WITH THE CITY OF PORTLAND FACILITIES PERMIT PROGRAM BUILDING CODES: LEVEL 3: EXISTING AREA = 5585 SQ. FT. - n INSPECTOR AND FIRE MARSHALL. PROPOSED AREA= 7,225 SQ. FT. CO 0 4 6 8 0 CI III y VICINITY MAP 6. SMOKE DETECTORS SHALL BE PLACED IN THE RETURN AIR PLENUM OR DUCTWORK LEVEL GROSS AREA= 13,316 SQ. FT. AS DIRECTED BY THE FIRE MARSHALL SO AS TO PROVIDE A LOCALIZED ALARM AND 241-3" -__ � 16'-0" 1G'-0" 16 0' / 16'-0" 1fi'-0" 16-0' 24' � ©eIll tri r i p 3 u House of Bread T SHUT DOWN THE MECHANICAL AIR HANDLING UNIT. ALARMS ARE TO BE AUDIO AND 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) DXL Big+Tall VISUAL, AND THIS WORK SHALL BE UNDER SEPARATE PERMIT FORM THE FIRE 2014 OREGON MECHANICAL CODE (OMC) D J - ,_,JF - - I - _ - 0 Fidelity National Title 4 MARSHALL. 2014 ENERGY EFFICIENCY SPECIALTY CODE (OEESC) / u I' 'Q SW Locust St SW Locust St Company of Oregon 2011 OREGON PLUMBING CODE (OPC) �: OFFICE/WORK SPACE I 1 IF Penes Bread 9 V 7. VERIFY CONTINUITY OF FIRE PROTECTION FEATURES PRESENT WITHIN SPACE AND VV 2014 OREGON FIRE CODE (OFC) B OCCUPANCY �F'' I REPAIR AND DAMAGE PRESENT OR CAUSED DURING CONSTRUCTION. 2014 OREGON ELECTRICAL CODE (OEC)sta T 1100 OCC/SF GROSS - �; Q , i I I I I rre 'AO WOODBLOCK ARCHITECTURE . - smart Choice Payments 8. ALL WOOD UTILIZED IN CONSTRUCTION TO BE FIRE TREATED. '� L 13,316 SF .Ji 'aiqa��� © � Q CONSTRUCTION TYPE:1-A SPRINKLERED M 134 OCC I `� 827 SW 2ND AVE SUITE 300 It Eek PORTLAND, OREGON 97204 � � vGENERAL NOTES _ �E OCCUPANCY: B OFFICE i ' EXIT ":I-ILA i*...ii.:'? Ph. 503.889.0604 Thirsty Linl1 j u c - WIDTH=36" . J i �•- ~ 9 MAX.OCC.=180 Gastropub and Grill 4r "'Red Lobster 10220 Southwest Metzger LEVEL 3: 73 OCCUPANTS EXIT PATH E WWW.WBLOCK.COM OCCUPANT LOAD: _ I EXIT PATH G I =' Greenburg Road Elementary School 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE AUTHORITY HAVING c b SUBCONTRACTOR OR TRADES PERSON NOTING JURISDICITON. THE CURRENT EDITIONS OF THE B DISCREPAUILDING NCIES SHALL E ANY INOT F LDING OFFICIAL, LEVEL 6: 134 OCCUPANTS - - ■„ - " __. _. `- - - ! g swp The Hello Alio DESIGNER IMMEDIATELY UPON DISCOVERY. MAX. COMMON PATH: 100' �, i k• p D} Lincoln Taw r9 IT . �� ;F, U Gustav's Pulp&Grill 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY AUTHORITY HAVING MAX. EXIT DISTANCE: 300' _I I I IDTH=7r I I l' \ I ,(:*•1 - JURISDICT�ONAND ANY OTHER GOVERNING AUTHORITIES AS REQUIRED. I - 4: r spa �. F. PATH=20'-0„ . p. , POINT OF COMMON 9 � �- is 1. gyp` 3. CONTRACTORS SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED I 'ON DRAWINGS PRIOR TO THE START OF CONSTRUCTION OR ORDERING MATERIALS,AND _DE INF RMATI N POINT OF COMMON �` COMMON SPACE a ile NOTIFY THE DESIGNER OF ANY DISCREPANCIES. PATH=27'-0" Air , Cascade SW Oak St SIN Oak St #-y Management,Inc / .0 �' NO WORK THIS ARE ` .sUk .- Management, 9-clr 4. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES INCLUDING LEVEL 3: �� EXIT PATH F \ o - ./4 1911 '8' c . \ ELECTRICITY NECESSARY FOR CONSTRUCTION. OCCUPANT LOAD: 73 OCCUPANTS I . 1 H ►� ' Q ' 5. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL DISPOSAL. ALL REQUIRED EXIT WIDTH: 14.6" !' ` EF: 0_ OF `" 1` PROJECT DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER ATA LANDFILL OR RECYCLING CENTER. _ ~ NO DEBRIS IS TO BE DISPOSED OF IN LOCAL WASTE COLLECTION FACILITIES, PROVIDED EXIT WIDTH: 144 �® - -Hf I' I -- _,v w I SITE4;. ���- �� �' a 6. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALL REQUESTED EXITS PROVIDED: (3) � I Nal- . Tzl ExIT 2 CHANGES. CONTRACTOR SHALL NOT PROCEED WITH REQUESTED CHANGES OR f WIDTH=36" I PERMIT c� mild Eye Care Associates �'i EXIT 2� MAX. =180 ! VALIDITY OF P psh Creek DIRECTIVES WITHOUT PRIOR AUTHORIZATION FROM THE DESIGNER AND A WRITTEN EXITS REQUIRED: (2) WIDTH=72" THE ISSUANCE OF A PERMIT CHANGE ORDER. MAX.DCC.=360 I , I� eRe �; J I I' >+ BASED ON CONSTRUCTION 5tarbuCics z� COMMON PATH: 77'-0" -� ��� �� L aFP DOCUMENTS AND OTHER co 7 CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN ACCORDANCE M 4P# I ' I `� DATA SHALL NOT PREVENT 'Shady Ln SW Shady Ln SIN 11 WITH MANUFACTURERS RECOMMENDATIONS. EXIT TRAVEL DISTANCE: 77'-2" - / THE CODE OFFICIAL FROM w - M ,..0 1 1 - REQUIRING THE CORRECTION 8. ALL SUBSTITUTIONS MUST BE APPROVED BY DESIGNER, ALONG WITH WRITTEN REQUESTS LEVEL 6: CONTRACTOR SHALL PROVIDE ALL INFORMATION REGARDING THE SUBSTITUTION IN OCCUPANT LOAD: 134 OCCUPANTS I I I I I I I i1 OF ERRORS. 05S 105.4 PROJECT CONTACTS QUESTION, INCLUDING COST. REVISIONS REQUIRED EXIT WIDTH: 26.8" 9. SOLID WOOD BLOCKING, INSULATION, OR OTHER FIRE STOP MATERIALS IS TO BE 7- I 9F Ilse L I DES SE WATER AVE, SUITE 261 PROVIDED, BETWEEN TOP STORY AND ROOF FACE. PROVIDED EXIT WIDTH: 180" 6�. ,.F DESIGN+BUILD Na. Description Date 1001 ' - ,- PORTLAND, OR 97214 10. CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHES AND STAIN COLORS FOR APPROVAL EXITS PROVIDED: (3) " J I i' I I I I I 503.232.1974 BY DESIGNER. THIS INCLUDES INTERIOR AND EXTERIOR PAINT, AND SHEET ROCK CONTACT PERSON: DON SNAIR TEXTURES. EXITS REQUIRED: (2) I MATRIX RISK MANAGEMENT 11. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY OVER SCALE OF COMMON PATH: 27'-0" 06 PROPOSED PLAN Copy 1 I 10220 SW GREENBURG RD, SUITE 601 DRAWINGS. DO NOT MEASURE DRAWINGS TO DETERMINE ANY DIMENSIONS. DRAWINGS 1/16" = 1'-0" I PORTLAND, OR 97223 ARE IN SCALE FOR PURPOSES OF DESIGN AND INTENT ONLY. ALL DIMENSIONS SHOWN EXIT TRAVEL DISTANCE: 76'-2" 503.977.3652 PLANS ARE FROM AND TO FACE OF FRAMING OR FROM AND TO CENTERLINE OF WALLS, CONTACT PERSON: MARK ANTONSON UNLESS OTHERWISE NOTED. SHORENSTEIN REALTY SERVICES EGRESS PATHS 411 0 0 /I Q 12. ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND �{ Q 7 5800 MEADOWS RD, SUITE 240 CHARACTER OF THAT SHOWN FOR SIMILAR CONDITIONS. IN THE EVENT OF THAT PATH DISTANCE I I LAKE OSWEGO, OR 97035 503.412.4800 ADDITIONAL WORK IS REQUIRED TO COMPLETE THE WORK AS INTENDED OR 24'-3" 16'-0" 16'-0' Iii'-fl" 16'_0' 16'-0" 16'-0" 24'-3' REQUIRED BY GOVERNING CODES, YET NOT FULLY SHOWN OR OMITTED BY IN THE CONTACT PERSON: ERIC CASTLE DRAWINGS, CONTRACTOR'S) MUST STILL PROVIDE FOUNDATION, CARPENTRY, A - _ MECHANICAL, ELECTRICAL AND OR/PLUMBING AS REQUIRED FOR CERTIFICATE OF A 19'- 1 3/8" zq� Y - fad` - OCCUPANCY, INCONSISTENCIES, OR DISCREPANCIES. A 34'- 10 1/8" I I i r I I ' I I I A 3'-0" _ ,__14 OFFICE/WORK SPACE ; c 13. VERIFY ALL DIMENSIONS AND MFR. SPECIFICATIONS OF OWNER FURNISHED EQUIPMENT ■' A 23'-9118" -- , . PRIOR TO CONSTRUCTION. - - .-- B OCCUPANCY' r s A:4 80 -8 518" 100 OCC/SF GROSS Q ci. IIIII I _I 14. DO NOT SCALE DRAWINGS. B -0g 11'-0" I7.-- II 7,225 SF ) l I I I I , II: _ 1 73 OCC I ! I_.. . I POINT OF COMMON - • . BIDDER DESIGN MECHANICAL, IB 5 0314 I L WIDTH=72' I i PATH=7T-0" �I ___\ r EXIT 1 B 1::i "l/4, EXITPATHB MAX.OCC =360 ELECTRICAL AND PLUMBING CRITERIA IB 2Ny . MAX OCC -180 Y ., I SHEET INDEX IB 7'-6118" I 9 • -rF 71cRte, __ . � = =1I 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE PROVIDED UNDER A I B 2'- 8 518" I I. 4, p SEPARATE CONTRACT AND PERMIT. SUBMITTALS SHALL BE DEFERRED B: 7 75' - 0 3/4" I ' _-a.- .„ I i II MirTII v 2. IT IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TO ALL C 25'-6" l EXIT JTH 36_ H Ter 1 cc APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION REQUIRED TO MAX.- OCC.-180 , - MATRIX 2 rn OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT. IC 3 -0 - - I a I Lt - COMMON SPACE x I RISK Lu O IC �7 4118" �._._ •__�.__±___. ► I i X o_ 0 3. THE OWNER AND DESIGNER ARE NOT RESPONSIBLE FOR ADDITIONAL COSTS INCURRED C: 3 35'- 10 1/4" o �_ NO WORK THIS ARE . �' O O DUE TO DESIGN/BUILD CONTRACTOR'S ERROR AND OMISSIONS. p � � MANAGEMENT it I 4. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE POWER, SIGNAL AND LIGHTING �© 19 - 1 318' I SHEET cin co DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE ELECTRICAL CODE, D 22'-4 518" 1 NUMBER SHEET NAME co - ENERGY CODE AND BUILDING CODE. D 24 2 1/4" - I 10220 SW Greenburg Rd A0.1 CODE &ACCESSIBILITY 5. ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING AND WILL D: 4 69'- 3 112" I Portland OR 97223 � , A0.2 LEVEL 3 DEMOLITION PLAN MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS AND y_ ;ter E B) A0.3 LEVEL 3 DEMOLITON RCP REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE REQUIRED AND --- MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE FIRE ALARM SYSTEM IF REQUIRED, E 19' 1 318" A0.4 LEVEL 6_DEMOLITION PLAN COORDINATED AND EXTENDED FROM BUILDING FIRE ALARM SYSTEM. OUTLETS, PHONE E 8' 8 1/4" Drawn Author A0.5 LEVEL 6 DEMOLITION RCPI _ AND DATA JACKS SHOWN ON ARCHITECTURAL PLANS (IF ANY)ARE MINIMUM REQUIRED E 3'-7 112" - - -------- A1.0 LEVEL 3_PROPOSED FLOOR PLAN I AND MAY NOT INCLUDE ADDITIONAL OUTLETS REQUIRED BY CODE OR FOR MAINTENANCE. E 49'- 1 1/8" Project Number 160002 A1.3 LEVEL 3_PROPOSED RCP 6. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE ARCHITECT E' 4 8D 6 1144 A1.4 LEVEL 6_PROPOSED FLOOR PLAN I F e"? -ADJACENT TENANT Date Issue Date - AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD CONTRACTORS. Al 6 LEVEL 6_PROPOSED RCP I F 27'-7 1/8" co NO WORK THIS ARE a L A8.0 DETAILS _I 7. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO DETERMINE AND/OR F 15'- 0 1/8" CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATION CONNECTIONS REQUIRED IF 3'- 0 5/8" AND INCLUDE CONDUIT TO 6"ABOVE FIN CLG. BOX AND PULL STRING IN THE REQUIRED IF 17'- 9 5/8" I I I LOCATIONS UNDER THE T.I. CONTRACT. 0 F: 4 63' 5 1/2" ■ 8. CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER G IG 27'-7118" A} COVERSHEET 9, CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON ELECTRONIC MEDIA, G 16'-0" AUTOCAD RELEASE 14 OR LATER, TO THE ARCHITECT FOR THE OWNER'S RECORDS. G 4'-6" I G32'- 1 3/4" -_ 10. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL -- rIT y IC�14R® DEVICES, INCLUDING BUT NOT LIMITED TO: STROBES, ANNUNCIATERS AND EGRESS G: 4 80'-2 Approved by Planning LIGHTING, REQUIRED BY ALL APPLICABLE CODES. POWER AND LIGHTING DRAWINGS INCLUDED IN THIS DOCUMENT ARE FOR DESIGN PURPOSES ONLY. ANY DEVICE REQUIRED Date: [U-L14i BY CODE OR BY BUILDING OFFICIAL AND NOT INCLUDED IN ELECTRICAL DESIGN/BUILDERS O 03 PROPOSED PLAN Copy 1 Initials: SC BASE BID SHALL BE INSTALLED AT THE ELECTRICAL DESIGN CONTRACTOR'S EXPENSE. 1116" = 1'-01' 10/24/2019 10'57;00 AM 1/ max 1/4 1/2 -- — � 64 .�- 1.1.!,- �/ 13 /4 max 6.4 _ '/-•!-.„101.110- � 6.4 - Figure 302.2 Carpet Pile Height Figure 303.2 Vertical Change in Level Figure 303.3 Beveled Change in Level 60 min 1525 8 min - r � � o � _ _, 205 - DES1 IGN+E BUILER D € v r E ,n E c E s • N o �. I,. X . C co a co J n `° I _ 9 _ C SUITE 261 Cr) ,� co" Ii __ _ X i� �� �� E PORTLAND OR 97214 24 min - /. 48 min T i i uL j 230 M " 9 min - o D AND B GROUP.COM J. 60 min ;• ,�`.. s10 �� 1220 48 min j I 1525 V!"" 1220 i base = 25 max -_ _ 30 min 6max 43-25 11 min 635 36 min 150 430 635 j 36 min 0 760 F.fli= 915 •r 280 12 min / \`12 min I "'' forward parallel elevation plan elevation plan 305 305 Figure 305.7.1 Maneuvering Clearance in an Alcove, Forward Approach Figure 304.3.2 T-Shaped Turning Space Figure 305.3 Clear Floor or Ground Space Figure 305.5 Position of Clear Floor or Ground Space Figure 305.7.2 Maneuvering Clearance in an Alcove, Parallel Approach Figure 306.2 Toe Clearance Figure 306.3 Knee Clearance VVF WOODBLOCK ARCHITECTURE 827 SW 2ND AVE SUITE 300 PORTLAND, OREGON 97204 I I . ...,__r_ , ; I Ph, 503.889.0604 <\, ,, ,. , <:_,.„. I , , I n. ,. �/ 18 min L 4> _- �J� ,'�; 24 min C WWW.WBLOGK•COM - c ^lk'"> - c 24 min - o c -n ,� 445 ��/ C \./ C E `� — V - N 610 E r I - ,n 24 min E Nl= - 0 12 min N o 42 min E E 22 min E 24 min o s10 vT •. -.1m,-. 011 .6^17.-- ` NI=K....I-7r .11 M=1.1111-- ili .. . -, .17_ 4.". al.- 305 36 min /, p 22 min 'E / / 610 cv r\ 915 106511-'1-2 560 ` 560 \ 1 / t 241 r / vaD 4 l 4....S\ - i I 1* ( 0: "0.* 4 i:9 le 4. f kir I I -111\\\......ki \N""--0 111.11.11V1 j1 I I (a) (b) (c) (d) (e) (9) (h) (I) (i) (k) j i,-4,-,5.,,p roachpush side hinge approach, push side, door latch approach, pull side latch approach, pull side, latch approach, push side latch approach, push side, F 1 iw, S front approach, pull side front approach, push side front approach, push side, door hinge approach, pull side hinge approach, pull side hinge app g pp t provided with both closer and latch provided with both closer and latch door provided with closer door provided with closer ! OF 4 max 100 _4 32 min 32 min 32 min 815 1 815 lin • 815 m;I 0 COCo X R a E V a Al x N 05 REVISIONS i. No, Description Date A X m l'/ i hinged door sliding door folding door Figure 307.2 Limits of Protruding Objects Figure 307.4 Vertical Clearance Figure 404.2.3 Clear Width of Doorways - W ►� alternate1 i PH9 36 min c I,•► . door n tiTh I -- s1s ` 12 min ��l v 54 min 24 min v _ location c �♦ 1370 610 / 305 tE - o 64, 12 max � � rn � CD •- O 305 42 min /. '�' „' 4 max_ - 100 • C o 1065 i - 16-18 17-19 `- L = r 1 ri -E 2 > N —� ,-� 35-37 - 405-455 430-485 — –. transfer CM as g C 890-940 C wheelchair ambulatory �� r `r . i a - accessible accessible water 60 min �. T `v cv - 1 water closets closets 1525 7_9 60 min min 180-230 1525 1525 - _ I – - (a) (b) Figure 6042 Water Closet Location Figure 604.3.1 Size of Clearance at Water Closets Figure 604.5.1 Side Wall Grab Bar at Water Closets Figure 604.5.2 Rear Wall Grab Bar at Water Closets Figure 604.7 Dispenser Outlet Location adult walk hung adult floor mounted water closet Figure 604.8.1.2 Wheelchair Accessible Toilet Compartment Doors Figure 604.8.2 Ambulatory Accessible Toilet Compartment ______ water closet and children's water closet MATRIX 131/2 min 131/2 min / 345 / 345 / - TYP DOOR OFFSET R i, AT PERPENDICULAR ISK • WALL MANAGEMENT 17 max o 4„- I^,i - 430 � '-/ 10220 SW Greenburg Rd / -, Portland, OR 97223 (a) (b) wall hung type stall type / THERMOSTAT Drawn Author Figure 605.2 Height and Depth of Urinals SWITCH GANG 1 10 Project Number 160002 I 1 , ill1` Date Issue Date 1 i- 1 I ; \ w 0 1- o ~ o OUTLET II w AO . 1 CODE & .1-.1 i 1 \ 4 �� 8 p v I : M -\ � ACCESSIBILITY 1` ��\\FIN FLOOR UNDERCUT DOOR AS --- REQUIRED TO CLEAR FLOOR FINISH 10/2412019 10:57:00 AM 0 0 0 1 Cz- 0 �__.._ 0 8 9 24'-3" 16'-0" 16'-0' 16'-0' 16'-0" 16'-0' r 16-01 24'-3' r qi) - — _i _ —E 1 i —PP— —'L — — EP— — — —q11— — . _ I I I DESIGN+BUILD 1001 SE WATER AVE SUITE 261 I PORTLAND, OR 97214 D AND B GROUP.COM m m I • VV ,3 • — WOODBLOCK ARCHITECTURE 827 SW 2ND AVE SUITE 300 1( 1 I I PORTLAND, OREGON 97204 0 — — — — — -J _ — _ — — — n 7:1;...." �� Ph 503.889.0604 I WWW.WBLOCK.COM i \ I j! I Li •.. 1 A,'T: . • , 1911 Ep .� I I --L.j .' ' 1 1 L I A- Li - I I I LEGEND ? — 3JI--- EXISTING TO ;: ` REMAIN REVISIONS .� - :. -" ,..' 11— ,;, il 'I= = — at- EXISTING TO BE No. Description Date j DEMOLISHED �ry a.s NOT IN CONTRACT �.�,._ _ . . *f I � � l � � AN NOTATI N a O S cIa I I r 1 I 1 v i . • *- ' > y SHEET NOTES ALL EXISTING WORK TO REMAIN OTHERWISE a. UNLESS OTH RW SE NOTED Ab. PROTECT AND MAINTAIN EXISTING UL COMPONENTS AS REQUIRED TO RETAIN UL RATING. • c. PROTECT WORK AREA INCLUDING NEW AND EXISTING MATERIALS AND FINISHES FROM DAMAGE _' WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC. PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, AS REQUIRED TO PROTECT THE PUBLIC AND 1 BUILDING OCCUPANTS DURING CONSTRUCTION. ,. MATRIX d. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND SAVE FOR REINSTALLATION U.O.N. e. REMOVE AND DISCARD ALL FLOOR FINISHES AND WALL BASE AS WELL AS FLASH PATCH, MASTIC RISK AND ADHESIVES DOWN TO THE STRUCTURAL CONCRETE FLOOR SLAB AND PREPARE FOR NEW MANAGEMENT I I FINISHES (EXCEPTION FOR WALL BASE REMOVAL WHERE INACCESSIBLE DUE TO WORKSTATION LOCATIONS). l f. ALL LIFE SAFETY DEVICES SHALL REMAIN ACTIVE DURING DEMOLITION AND CONSTRUCTION. 10220 SW Greenburg Rd g. REMOVAL AND REINSTALLATION OF EQUIPMENT (SCREENS, PHONES, TOWERS, WALL HANGINGS, Portland, OR 97223 ETC) BY OWNER O 03 DEMOLITION PLAN 1/8" = 1'-0" Author Drawn Project Number 160002 KEYNOTES Date Issue Date Keynote Legend Key Value Keynote Text AO . 2 1 REMOVE DEMISING WALL LEVEL 3 DEMOLITION 2 REMOVE DOOR I — PLAN 10124!2019 10:57:01 AM 0 CO 0 4 060 (-8) C-9) • I l . @ 'I- I E Li . I L/ \� _ _�_� I \ _- , / \ V� �.� I \ 1,...--.__---, ii/ .� DESIGN+BUILD + + 1 + + - - ; I i . 01•H 1001 SE WATER AVE SUITE 261 ��' :C ` �, 1�=X= I I�` _ \ _ / .I ,tel I' ��_�y PORTLAND, OR 97214 1,..--_ .J �/ 2 \ , Imo- ,I L' \.a� �i== �' �� �/ \� ; ., -- �� = D AND B GROUP.COM ` � LJ 1 vT + + , + i iA- 11 :j \ L /\� r- 1 / \ / I� \ /�� \ / I:1] � / FeIti ImoI--. _ / —� l4(``�]���jf \_ /ij ; \ / ���111 ��� 11�t 3� �F 31 I i0). VV 4- 1 k-.' r-71-,'" + 1 \ 4- -4- , . 4\ 7,..._ _,. 1 , + ' I I - / 1 _ 1---_-_-] L_� �, �/ L...--__ _ WOODBLOCK ARCHITECTURE 1 — 4 ; �� 827 SW 2ND AVE SUITE 300 I' 4 1 + + + j i PORTLAND, OREGON 97204 GI -, I I -... �.. — - - _ Ph. SQ3.889.06Q4 - I _ -=moi —1 ; _ _ WWW.WBLOCK.COM • �\ /� 3 _ Ir��I t YY /�-�i' I i -I I + + i r/ f Alli ® E j - 1 �� - - I 7,- H + / [-.1 , r-Li i\ / E 0\ : • a7r.:, . 'IP. ' .1". ' ir l' f }, ;s�.i71 .q 7\ ��T1 � 111 I. LEGEND - H - - - it -� - III r-, K I CEILING GRID AND TILE TO BE • - - - - - I--_ ,-1 DEMOLISHED `M' — REVISIONS li_ �� PENDANT FIXTURE TO BE DEMOLISHED B — - �. �_ .�_. - - - - No. Description Date NOT IN CONTRACT ,;,, '`i ANNOTATIONS 410 I CA) _ 1 SHEET NOTES a. REMOVE AND DISPOSE OF ALL EXISTING TROFFER LIGHT FIXTURES. b. REPAIR/PATCH BACK T-GRID CEILING AT DEMISING WALL REMOVAL MATRIX RISK • I MANAGEMENT 1 10220 SW Greenburg Rd Portland, OR 97223 KEYNOTES Drawn Author 1 O 03 DEMO RCP 11-0" Keynote Legend 11811 = 11-0 Project Number 160002 Key Value Keynote Text Date Issue Date AO . 3 LEVEL 3_DEMOLITON RCP 10/24/20/9 10:57:02 AM 0 0 0 4 �____Y 0 8 9 24'-3" 16'-0" L 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 24-31 1 i — — - - - — — —1;1— . 1 I I 1 I I ----1I; DESIGN+BUILD -= . rI 1 el iii iii 1 1001 SE WATER AVE SUITE 261 PORTLAND, OR 97214 r �� T D AND B GROUP.COM 7 M ...J I I I I I * 1 0._ ii_., _. __ __ .__L_ , 1 1 1 T-T1 )IVr .\,..._ :- . 7}, 1 , , . - P G WOODBLOCK ARCHITECTURE 827 SW 2ND AVE SUITE 300 - - - - -- —� PORTLAND, OREGON 97204 Pir Ph, 503.889.0604 WWW.WBLOCK.COM I I 1 - ,,VD Ai? 7 _ _ __ __ 1 I -4,t1 .,,ir . . I . rir. (/V'P. i,' R I , Ir, * . 1911 Q 1 1 1 A LEGEND I I k I I r EXISTING TO j--)- j''' B — — _ — — - — _ — _ — — — — rr REMAIN REVISIONS I �� SIJ T I II - -- T 1 Al £ — EXISTING TO BE No. Description Date II 0 DEMOLISHED I 1 NOT IN CONTRACT ® 1 I 1 , , I f L _ r� I 1 I L-I 1 // ''' / ANNOTATIONS m il 0 : -1- \ _) . I - j I I I I I I / I / i / I / SHEET NOTES A�� _ _ - { —Ti --I _ 1 a. ALL EXISTING WORK TO REMAIN UNLESS OTHERWISE NOTED. b. PROTECT AND MAINTAIN EXISTING UL COMPONENTS AS REQUIRED TO RETAIN UL RATING. c. PROTECT WORK AREA INCLUDING NEW AND EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC. PROVIDE AND I I MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS,AS REQUIRED TO PROTECT THE PUBLIC AND BUILDING OCCUPANTS DURING CONSTRUCTION. MATRIX d. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND SAVE FOR REINSTALLATION U.O.N. e. REMOVE AND DISCARD ALL FLOOR FINISHES AND WALL BASE AS WELL AS FLASH PATCH, MASTIC RISK I I 1 1 1 AND ADHESIVES DOWN TO THE STRUCTURAL CONCRETE FLOOR SLAB AND PREPARE FOR NEW MANAGEMENT FINISHES (EXCEPTION FOR WALL BASE REMOVAL WHERE INACCESSIBLE DUE TO WORKSTATION ' LOCATIONS). f. ALL LIFE SAFETY DEVICES SHALL REMAIN ACTIVE DURING DEMOLITION AND CONSTRUCTION. 10220 SW Greenburg Rd g. REMOVAL AND REINSTALLATION OF EQUIPMENT (SCREENS, PHONES, TOWERS, WALL HANGINGS, Portland OR 97223 ETC) BY OWNER O06 DEMOLITION PLAN 1/8" = 1I-0" Drawn Author Project Number 160002 KEYNOTES Date Issue Date Keynote Legend Key Value Keynote TextEMPO ■4 1 REMOVE DOOR & RELITE, SALVAGE FOR REINSTALLATION LEVEL 6 DEMOLITION 2 REMOVE MILLWORK, SALVAGE FOR REINSTALLATION — 3 REMOVE & DISPOSE OF EXISTING RECEPTION DESK PLAN 14 REMOVE &DISPOSE OF EXISTING WOOD WALL BASE IN RECEPTION 15 REMOVE& SALVAGE SIGNAGE 1012412019 10:57:02 AM 0 0 0 4CO 60 8 9 T C® 1 � _ - — — — — — , • I kms,-_7,_.-a1 I -k-.w—�-a: k-.�-% 1 ..L._6_ ,_,.-. ,-a \ x / x—,` --_-.I - x -i�.�-ac _ DESIGN+BUILD II ! J I X : I 1001 SE WATER AVE - - 1 - 1 f 1. - I I' \ 1 Ire ='I r—,—.---1 I' \ 7; ,�I I` \ I I a SUITE 261 X `x ' ` ` X X 1 x x x : ,\�I 1� 1,--:`-- ` _� 1 1 -� ' x \ PORTLAND, OR 97214 ��X D AND B GROUP.COM F- _. , _ k.-----.] _ _ _, 1 � X XF \ - �J _ _ F `� xF --3 � \1. 4+. � _� ___�a _ - - • ..;..L VV - - - j_ ._.. -1 / x \ I / X X ` X ' • r -\ IF, .:- '- - Il-.___ Fes. ,._:1--_T `.fir L. _ _ - - '� X - _-1 ! ' \ ! I I` • X ` x ` x r x Imo_ ` �__\�} F-�-_ .F WOODBLOCK ARCHITECTURE 9 • • — — I - ,.u_ ' '+`_T .._. — { I. .... _"--"--JI .. ... . . .. ... „ Y PORTLAND, OREGON 97204 Ph. 503.889.0604 =��, � �-� ... ` ' -, / L. k _ .... WWW.WBLOCK.COM _ L� --2X � / I \ . y __�__ OAifl- j �{ /1 / V -tom.-L.. - / I / .... - _- If I $ I — — 1,-"—"—"--,1 . 1 /iii -i', '-* °:ir / /( ; f. 110 it' 1.1;4 Ljoi, 17 __ -.... 1 ...- -... 1 Li • k�:.__: 11 IFS-ivY fi-- -_�_ - tri • • OF %NC. .. I ,, ] 17 \ F \ Jlix LEGEND x .1 ..''„ I�v ' �i I • 11� i i / I — / \t 1/ f ( I I I CEILING GRID AND TILE TO BE - !:_._.__. . .__. - r- - - -- / / - DEMOLISHED \\,= 1 11.' B — -- — I – PENDANT FIXTURE TO BE DEMOLISHED — — — — — — — . i T <— h REVISIONS /yH 1 \ X ! .0 �``; ;�'t icy /'t I�� -,--4I ___ - 7,----, 1 - - -.-----,--- �-, . ” No. Description Date x x x Lam' E.-_ ' .. .. Imo'-�`� .R R 1....-__L....--,..L F�_�`�, E s. �'�. J ' x \ ' x \ NOT IN CONTRACT - - - i YS �' NC ` 1 L-1 N. i- L:ii �( ,x�-...�1 F — f-,_. ._.-�C. .. _tea{_ __ Ry ,. 17�.���.aC rte' 1 __ -_ _ -_ .. ___ _.-! _ x i II L 1," 11 p 0.,—.—'-."-.—,.." r _ _ _ L ' `( -x�� zJal �� I rANNOTATIONS i _ Feral. � i- \ Ea `j / r�X�' -` �s I ,i,--- -:_,.- -,.F : ._.. e.- - 1_ I I ,I q�r-^� .,___ -��1 •tom -- -! eF�..--_aI ate- _.z.�l k, — d�—_-�� ,—._—__—_-.41 ` x a r — /tri/ I \ x ' I I \ x ' I .__i--- \ 'yJ .... , \ / \ / ------A .-----..---.-.....P —,-,-.-.,...11r X x x x x x x X \ X ` • • t ..,___.5•i i — — — k — -- — — —A I f . L i — SHEET NOTES l I a. REMOVE AND DISPOSE OF ALL EXISTING TROFFER LIGHT FIXTURES. b. REPAIR/PATCH BACK T-GRID CEILING AT DEMISING WALL REMOVAL MATRIX I I I I I RISK MANAGEMENT 10220 SW Greenburg Rd Portland, OR 97223 KEYNOTES Drawn Author Keynote Legend Key Value Keynote Text Project Number 160002 06 DEMO RCP 1/8" = 1'-0" Date Issue Date 1 AO . 5 LEVEL 6_DEMOLITION RCP 10/24/2019 10:57:03 AM 0 0 0 4 0 Ca) 0 g n 24'-3" 16'-0" 16'-0' �, r r 16'-0" ' � 16'-0' 16-0" 161-0"16-0 24'-3° 1 I®• -.'- . 1 = _ I" ° a �° sF ° ° - — -`F� -faF - ° o MIp —4t-Th ,L— if 1-41 4 V � I � 4L I - I rs1 I a 03Q i I I I �� ° DESIGN+BUILD 1001 SE WATER AVE SUITE 261 PORTLAND, OR 97214 as^ T Tar' tii)V rI I I I D AND B GROUP.COM 1 *v o ,:, 1J71. a at. 0 oli lig [ I I I I 1 I ti lAfa MUD (1) a I ©l J I I - - - - 4 47" { :? ffr _____, a7 I I o I 47' I a — m — —�C _ -•� . FA I —_ �F — —_ — i_ ;— - 1 WOODBLOCK ARCHITECTURE J 1 I 827 SW 2ND AVE SUITE 300 PORTLAND, OREGON 97204 f Ph. 503.889.0604 _ •,/\/I /..';<• >4"h / \ WWW.WBLOCK.COM x k � k/k` II r1 e, Y > Y / y. - z n/ 'C'>\/-'`\' '' -t- 1 I I 1.011D Air i P 0 it r# SY/ 0 1 tii v d y^x. xx >' xx ,k„ ,, \ k\ ” • ,� k k, / �:/ i, 1 7-r LEGEND I1 EXISTING TO REMAIN NEW LVT OF NEW WOOD FLOOR ii\i NEW CONSTRUCTION • NOT IN CONTRACT B --- - V POWER/DATA CABLE REVISIONS O JUNCTION BOX FOR No. Description Date FURNITURE BASE FEED CONNECTION ., SHEET NOTES a. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. DO NOT ADJUST DIMENSIONS INDICATED AS"CLEAR" WITHOUT WRITTEN DIRECTION FROM ARCHITECT. b. PROVIDE INSULATION FULL DEPTH OF STUD OF A TYPE AND IN LOCATIONS INDICATED IN THE PLAN. INSULATION AT RATED PARTITIONS TO BE NON-COMBUSTABLE, MINERAL WOOL OR EQUIVALENT APPROVED IN THE PROJECT JURISDICTION. c. USE CEMENTITIOUS BACKER BOARD {'DUROCK') OR EQUAL AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE (U.O.N.). SEE FINISH PLAN FOR LOCATION OF TILE. d. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. e. MAINTAIN INTEGRITY OF EXISTING FIRE RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS. f. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS LV IN OVERHEAD CABINET SIGNAGE, TOILET ROOM ACCESSORIES, WALL MOUNT EQUIPMENT, . .�T ETC.g. PATCH FLOOR AND WALL AREAS DAMAGED DUE TO NEW CONSTRUCTION OR WHERE PENETRATIONS { HAVE BEEN MADE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. FIRESAFE AT UL RATED ASSEMBLIES CONSISTENT WITH EXISTING UL RATING. ,d k� • I Ih. WHERE EXISTING RATED ASSEMBLIES ARE SHOWN, CONTRACTOR IS REQUESTED TO FIELD VERIFY AS 7 • BUILT FIELD CONDITIONS TO CONFIRM RATINGS SHOWN. IF NON-COMPLIANT CONDITIONS ARE FOUND, DEMO AND REPLACE WITH NEW EQUIVALENT UL ASSEMBLY, OR REPORT FINDINGS TO OWNER/ARCHITECT IN WRITING WHO WILL PROVIDE WRITTEN DIRECTION. { MATRIX F i. PATCH AND REPAIR ALL EXISTING PARTITIONS AFTER DEMOLITION WHERE DAMAGE HAS OCCURRED AT _ y UNPROTECTED LOCATIONS. PLEASE NOTE THAT DEMOLITION ACTIVITY MAY OCCUR BEYOND WORK RISK LIMITS SHOWN ON DEMOLITION PLAN DUE TO CONCEALED CONDITIONS. j. ALL LOW VOLTAGE CABLING TERMINATED TO BASE OF FURNITURE. MANAGEMENT k. NEW CARPET TILE THROUGHOUT PROJECT EXCEPT WHERE INDICATED OTHERWISE. C 03 PROPOSED PLAN 10220 SW Greenburg Rd 1/8" = 1'-0" Portland, OR 97223 Drawn Author Project Number 160002 Date Issue Date KEYNOTES Keynote Legend A 1. ■ 0 Key Value Keynote Text LEVEL 3_PROPOSED FLOOR PLAN 10!2412019 10:57:04 AM 0 Z 0U0 (6---• } 0 8 9 T I 1 I 1 1 0?) _........1 . - E _ _ + _ , _ j SIJ - - - - - - - - - -` _ - LI ; - - \ - E, + +N � \ 1 + + + - + + + + _---- r DESIGN+BUILD �-‹ � 1001 SE WATER AVE ✓ �I .I >< + -II 261 _J EN � CO PORTLAND, OR 97214 + + *4 D AND B GROUP.COM 4- + + + + + I/� \ + IIII Oto 1 fell f1 + L�-�J ''-7-- I >1- Fri\ \ = N I . . WOODBLOCK ARCHITECTURE + \ › i 1 1><I .H- -- VV • 827 5W 2ND AVE SUITE 300 \ \ , 1 4_ \ ,_ r., _.,, li- e___ _ _ •w - — — - r — �. .a — r1 —— — - - = — — PORTLAND, OREGON 97204 - - ! Ph. 503.889.0604 ><1 I/\ WWW.WBLOCK.COM ff —E—._ + \ _____ +____\ I 11 .1 i :i IOU Air/ c, Al <e" __, i__ 7- 1 1:>—.1 .j H_ ;i0 , ) i + i + / 1 -11 - if linHI> #'1 -,,. .7i.P. . __ '; r " 1* R Pt. II <14:1' 1*> -telLI 1 IiiL C OF 11 LEGEND CEILING GRID AND TILE NIC CB} . — REVISIONS a RECESSED CAN OPEN TO STRUCTURE FIXTURE ABOVE No. Description Date OPENDANT LIGHTING - - • GWB CEILING FINISH LIGHT SCONCE "• 'El) 1 ANNOTATIONS CA) 1 - - T MATRIX RISK SHEET NOTES MANAGEMENT 10220 SW Greenburg Rd Portland, OR 97223 O 03 PROPOSED PLAN 1/8" = 1'-0" Drawn Author Project Number 160002 KEYNOTES Date Issue Date Keynote Legend Key Value Keynote Text A 1 • 3 LEVEL 3_PROPOSED RCP 10/24/2019 10:57:05 AM 0 0 04) 0 6 0 8 9 24'41 16'-0'' 16'-0' 16-0' 16'-0° 16'-0'' 16'-0' 24`-3" 1 ® --...- r ___ , lirt.13F— , 1 , - ill 1 BF BI=' BF BF BF B•7BF Br' BF. I .. r f 1 1 ,, DESIGN+BUILD _._ r , 1001 SE WATER AVE tT) I ‘ , ` x SUITE 261 PORTLAND, OR 97214 m � D AND B GROUP.COM M I I I i : A IP r - 4II , . , _ i, , 'Wit- T' -1, `,< ,N4A.A lt "9. © %kVV I, 0 I +aa" +aa" I I I .. T I I - - _ — _ a — — —I — — — —# — — -- — — WOODBLOCK ARCHITECTURE 827 SW 2ND AVE SUITE 300 7 `: PORTLAND, OREGON 97204 CI I) Ph. 503.889.0604 IWWW WB OCK COM BFB► 6_, 7 . ,tm I) 4 1 c 1 40.4*, 'A•ce- -_/? f• 4.- , _p-• iv...... 4 41r if •'• -if Q � ;1 1 1 LEGEND 4 .,..,7„--- -,;,{ 1 .1 4.4,4. ,Iii, , ° 3F JH %' EXISTING TO NEW LVT 0 F ?_II4 At ��v l it I I I REMAINiit = NEW O NEW WOOD FLOOR vilwvii. e • G• BFI I I I CONSTRUCTION < .8.4; "441 . or Ao, „,,a. . NOT IN CONTRACT 1 1 1-3) , koo. * .4,4 < • - 00 * - SF (ID .T.$ -. / 7 — — _ — - — — �— — 4 • -) BF.BF� 1 itr* sr* .... 141 I 4 17 POWER/DATA u CABLE REVISIONS i Wtoi?ILII'.41--, =-1k f 1 Ioi\ O JFURNITURECTION BAS FOR No. Description Date . • if •'i1 1 1 I I I I FEED CONNECTION UV *414- [ i ti- HE "a iti '�� " SHEET NOTES I ! K 4+: # 444 12 1 — % a. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. DO NOT ADJUST DIMENSIONS INDICATED AS "CLEAR" mIt 4. / WITHOUT WRITTEN DIRECTION FROM ARCHITECT. :.1. b. PROVIDE INSULATION FULL DEPTH OF STUD OF A TYPE AND IN LOCATIONS INDICATED IN THE PLAN. - I - 1 I I I I j I INSULATION AT RATED PARTITIONS TO BE NON-COMBUSTABLE, MINERAL WOOL OR EQUIVALENT APPROVED IN THE PROJECT JURISDICTION. . p x I:., J -c- / c. USE CEMENTITIOUS BACKER BOARD ('DUROCK') OR EQUAL AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE (U.O.N.). SEE FINISH PLAN FOR LOCATION OF TILE. I I I I / I d. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. e. MAINTAIN INTEGRITY OF EXISTING FIRE RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS. _ — f. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, 1 lT — BF dF 7`IBF I-BF1-,BFI IN OVERHEAD SIGNAGE, TOILET ROOM ACCESSORIES, WALL MOUNT. EQUIPMENT, SHELVING, CABINETS, S EST iCk .. I ,._. ,BFr-IBF `HBEE — SBF — — III % ETC. g. PATCH FLOOR AND WALL AREAS DAMAGED DUE TO NEW CONSTRUCTION OR WHERE PENETRATIONS HAVE BEEN MADE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. FIRESAFE AT UL RATED ASSEMBLIES CONSISTENT WITH EXISTING UL RATING. I I I I I I h. WHERE EXISTING RATED ASSEMBLIES ARE SHOWN, CONTRACTOR IS REQUESTED TO FIELD VERIFY AS BUILT FIELD CONDITIONS TO CONFIRM RATINGS SHOWN. IF NON-COMPLIANT CONDITIONS ARE FOUND, DEMO AND REPLACE WITH NEW EQUIVALENT UL ASSEMBLY, OR REPORT FINDINGS TO �( OWNER/ARCHITECT IN WRITING WHO WILL PROVIDE WRITTEN DIRECTION. MATRIX I I I I I I. PATCH AND REPAIR ALL EXISTING PARTITIONS AFTER DEMOLITION WHERE DAMAGE HAS OCCURRED AT UNPROTECTED LOCATIONS. PLEASE NOTE THAT DEMOLITION ACTIVITY MAY OCCUR BEYOND WORK RISK LIMITS SHOWN ON DEMOLITION PLAN DUE TO CONCEALED CONDITIONS. j. ALL LOW VOLTAGE CABLING TERMINATED TO BASE OF FURNITURE. MANAGEMENT k. NEW CARPET TILE THROUGHOUT PROJECT EXCEPT WHERE INDICATED OTHERWISE. 06 PROPOSED PLAN 10220 SW Greenburg Rd O 1/8 1 -0 Portland, OR 97223 Drawn Author Project Number 160002 Date Issue Date KEYNOTES Keynote Legend A 1 . 4 Y g Key Value Keynote Text LEVEL 6_PROPOSED 1 INSTALL SALVAGED DOOR & RELITE FLOOR PLAN 2 INSTALL SALVAGED MILLWORK 3 NEW RECEPTION DESK 10/24/2019 10:57:06 AM 0 0 0 4 CI 6 0 8 c-6 I I I 1 I I I D r k - I i L ..i _1 _ o11 DESIGN-i-BUILD — 1001 SE WATER AVE i -1.-7--- �1l � SUITE 261 ' L><i 1., L1I _ j ii PORTLAND, OR 97214 I ' —1 D AND B GROUP.COM ill 1 _ 1 1 tliVf 1 7 1,, ii 1 li liJ I. , TI - WOODBLOCK ARCHITECTURE — 827 SW 2ND AVE SUITE 300 — -- — PORTLAND, OREGON 97204 fal [ ><I-- _ r-, —I "� s _ ] , Ph 503 88 0604 �'^' WWW.WBLOCK.COM [ K. A A \...,...__ .L....„.. , 121 . _ _ - , 1\vja0 ii if c, ° 1_ \Z%fil 1 ./;‘,. s _A 1 ,ff_...1 I if, 1 o . ' ":AsiZi641 i 7 _ _dill 0 tr 1 SDI' I- I r 'Li P0 ',II 0�1 ' ' w, rR r><1 . . . -*--444w.y. ,--1.--!.?,..,....4.1... >< M v:c k,„•t...:...--....-- -. IllA . \A .......4441. 19'11 .� , I 1 _ _ 4 f v_ , ,. ...... 1 7-4) 1 [ <] 1 I 1 L- 1 i T . LEGEND , , .., , ., , , 1 _ . ,,.. , . , I 1> i---1- 1 1 D ISI ,, — o 0 o CEILING GRID AND TILE` ` ` NIC x — /♦ �� J — — — — — _j:::::„,‘ E = — — / RECESSED CAN OPEN TO STRUCTURE REVISIONS B — — — — ! — i i — — — — 1 — — FIXTURE ABOVE o 1 , C No. Description Date 1.1 .1 f2E1; 0 0 0 PENDANT LIGHTING r GWB CEILING FINISH — S S LIGHT SCONCE v v 0 1 _Iii .. J - 1 1 , \‘.1 L _ _.>‹, 1 ', , ., ,._ I cn � — 1 1 O O Or/ H co, VV�� II ,.. - . 1 1 _IL I — IAV 1 1 - - _ _ Lil , 0.-AI r / \ \ I I S SI [--/j I) ANNOTATIONS ISI ! I - 1 [: 1 L ,[ I>< [21 'I / ®- - 1 I 1 1 I MATRIX RISK 1 1 1 , I SHEET NOTES MANAGEMENT 10220 SW Greenburg Rd Portland, OR 97223 C06 PROPOSED RCP 1/8" = 1-0" Drawn Author KEYNOTES Project Number 160002 Date Issue Date Keynote Legend Key Value I Keynote Text A1 . LEVEL 6_PROPOSED RCP 10/24/2019 10;57:07 AM f- 3"x3"x3"ANGLE(20 GAGE MINIMUM) � SECURE TO STRUCTURE-TRIM FLANGES, BEND FASTENED TO TRACK AND BRACED i �� \ /1�, (1.625"EMBED) HILTIAND FASTEN OKH-EZ'CTURE W/1/4"DIA. j \ i UNDERSIDE OF STRUCTURE ' -' _ \ \ � \ 20 GAGE MINIMUM LATERAL WALL BRACING, 2625125-18, 4 FEET O.C. n,. ' DEEP LEG TRACK OR P � 11141 ,♦VI ALTERNATEDIRECTIONS SLOTTED TRACK �♦' ►� SOUND BATT INSULATION EXTENDING 4'-0"OF 362S137-33 FOR S TO 10;-0"BRACE WITH ` Z 8'-0"MAXIMUM O.C.AND AT EACH SIDE OF WALL EACH WALL END.ALTERNATE DIRECTION �� DESIGN+BUILD i i i I \i 1 I' I OF BRACES ALONG LENGTH OF WALL I- 1 -' n. WHERE POSSIBLE METAL STUDS, CUT 3/4" 1001 SE WATER AVE i;, SUSPENDED ACOUSTICAL CEILING SYSTEM SHORT FOR 314" FOR WALLS TO 15'-0" BRACE WITH DEFLECTION SUITE 261 NEOPRENE FOAM TAPE, CONTINUOUS o PORTLAND OR 97214 DOUBLED 362S137-33 AT 8'-0" MAXIMUM _ D AND B GROUP.COM GYP BD CASING BEAD O.C.AND AT EACH WALL END.ALTERNATE - . DIRECTION OF BRACE ALONG LENGTH OF -rs IN - FINISH MATERIALS VARY s � TRIM FLANGES, BEND EWB AND FASTEN TO TOP WALL FASTEN DOUBLE STUDS TOGETHER II (MAXIMUM WEIGHT �•� TRACK W/ 20 THREADED ROD AND WASHER- WITH NO 9 SCREWS AT 24"MAXIMUM O.C. I N EQUAL TO 2 LAYERS _ ,Iw,s. __ NUT COMBINATION. GYPSUM BOARD EACH ' GYPSUM BOARD, ONE LAYER EACH SIDE 20 GAGE MINIMUM TRACK SIDE PLUS APPLIED FINISHES) -, - - __ - SOUND BATT INSULATION METAL STUS(PER METAL STUDS, SEE MTL. STUD SCHEDULE FOR MAXIMUM HD GHT 2000 ES REPORT ESR-3064P) GAGE, SPACING,AND HEIGHT. AT ALL ACOUSTICAL PARTITIONS Li_.__.z.:__ • 0.157 HILTI XN POWER ACTIVATED DRIVE PIN W11-1/4 (PARTITIONS CONTAINING FASTENERS: '-" INCH EMBEDMENT AT 4 FEET OC MAX INTO DECK. ACOUSTICAL INSULATION)APPLY AT PLYWOOD FLOOR(MINIMUM 3/4"cox): WOODBLOCK ARCHITECTURE A FILLET OF ACOUSTICAL PROVIDE(2) NO 8x 1"WOOD SCREWS AT 24" MAXIMUM O.C. 827 SW 2ND AVE SUITE 300 'V" SEALANT AT BOTTOM CORNER OF STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" PORTLAND, OREGON 97204 ' • ACOUSTICAL SEALANT AT FLOOR SLAB TRACK, EACH SIDE, PRIOR TO MAXIMUM O.C. STAGGERED FOR 2 LAYERS GYPSUM BOARD Ph. 503.889.0604 •I At-------- APPLICATION OF GYPSUM BOARD EACH SIDE. WWW.WBLOCK.COM STC RATING 45-49AT CIP CONCRETE AND POST-TENSIONED CONCRETE FLOOR: \ PROVIDE HILTI X-U 0.157"DIAMETER POWDER-ACTUATED FASTENERS, EMBED 3/4"PER ESR-2269. 24"MAX. O.C. J STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAX. t 0 i 1) O.C. STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE. 1 TYP. INTERIOR PARTITION TO T-GRID 2 WALL ATTACHMENT11 " . A 1 1/2" = l'-0" 1 1/2" = 1'-0" ct , ,.'1 . V , C,VJ#it 0.--4,m4 • rilleffrp pi . wi 6, ?R 1911 grAPP41 D CARPET AS SCHEDULED \ LVT-1 A I/ I EXISTING IIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIflllllllllillllllllllllllllllllllllllllllII , FLOOR TO REMAIN a d REVISIONS No. Description Date I I � I 0FLOORING TRANSITION 3 6" = I-0" - - - I I I I I I i F MATRIX RISK MANAGEMENT 10220 SW Greenburg Rd Portland, OR 97223 Drawn Author Project Number 160002 Date Issue Date A8 . 0 DETAILS 10/24/2019 10:57:07 AM