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Plans (56) PROJECT SUMMARY PROJECT DIRECTORY VICINITY MAP Et T3UILT PROJECT ADDRESS 11515 SW DURHAM ROAD I TIGARD, ORI 97224 OWNER ARCHITECT ARCHITECTURE, LLC LEGAL DESCRIPTION R2081779- 1998-128 PARTITION PLAT LOT:1 HARSCH INVESTMENT PROPERTIES MELYNDA RETALLACK ""4... OFFICE COQ INK:BUILT ARCHITECTURE aQ PROJECT SITE 2808 NE MLK,ste G YEAR BUILT 1951 o PORTLAND, OR 97212 1620 SW TAYLOR ST, STE 300 2808 NE MLK BLVD, STE G 4 °.. 0,9wand E)T SITE AREA 4.67 ACRES CITY OP TIGARD PORTLAND, OR 97205 PORTLAND OR 97212 ,��.,A 8)) ,1 503.454.6793 inkbuiltdesign.com ZONING C-G REVIEWED FOR CODE COMPLIANCE +503.242.2900 +1.503.701.5277 -2'-4- ` { - CONSTRUCTION TYPE IIIB Approved: ] GENERAL CONTRACTOR 5�� ��Ake OCCUPANCY B FULLY SPRINRLL D _ # 1 TEAM CONSTRUCTION " SW DURHAM ROAD ` a (DAD. FLOORS/HEIGHT 1 STORY Permit#: ] 9 , �) CCB#98661 g ,�•. C Address: 6701 NE 42ND STREET, d " , AREA OF WORK 4,234 SF VANCOUVER, WA 98661 �) A - E .... �_ zs $ �. jf .i.. +1.360.699.1477 Villa 1' N 5w Titan t By♦ y Date: �] s --I / r SCOPE OF WORK DESCRIPTION: : SW Kent St OF O TENANT IMPROVEMENTS TO PROVIDE(10)NEW OFFICES,A STORAGE ROOM, IT. pp s ROOM, CLASSROOM, LAB, LACTATION,AND COPY ROOM.(E)ADA RESTROOMS ABBREVIATIONS AND BREAK ROOM TO REMAIN. AFF ABOVE FINISH FLOOR INSUL INSULATION NOTE: PLANS PRINT FULL SIZE AT 11X17 = BOJ ADJACENTTTOMINT INAERIOR SHEET INDEX BO BOTTOM OF MFR MANUFACTURER CLNG CEILING MAX MAXIMUM APPLICABLE CODES + REGULATIONS CJ CONTROLJOINT MIN MINIMUM ARCHITECTURAL CD CL CENTERLINE mu METAL = CLR CLEAR MC NOT IN CONTRACT A1.00 SITE PLAN AND OUTLINE SPECIFICATIONS ZONING+DEVELOPMENT CITY OF TIGARD-TITLE 18 COMM. DEV. CODE CONC CONCRETE OAE OR APPROVED EQUAL = CONT CONTINUOUS OC ON CENTER A1.10 EXISTING BUILDING E PLAN BUILDING CODE 2014 OREGON STRUCTURAL SPECIALTY CODE DIMS DIMENSIONS OF/CI OWNER FURNISHED,CONTRACTOR INSTALLED A1.50 CODE ANALYSIS AND FIRE AND LIFE Q W ELEV ELEVATION OF/O1 OWNER FURNISHED,OWNER INSTALLED MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE EQ EQUAL OPH OPPOSITE HAND SAFETY PLAN (E) EXISTING PT PRESSURE TREATED PLUMBING CODE 2017 OREGON PLUMBING SPECIALTY CODE EXT EXTERIOR RD ROOF DRAIN A2.10 DEMO PLAN - E2 E3 AND E8 FD FLOOR DRAIN RO ROUGH OPENINGA220 NEW WORK PLAN E2 E3 AND E8 , C..) a . ELECTRICAL CODE 2017 OREGON ELECTRICAL SPECIALTY CODE FE FIRE EXTINGUISHER SD SMOKE DETECTOR O 0 FF FINISHED FLOOR SF SQUARE FOOT(FEET) A2.30 ENLARGED PLAN -E2 E3 AND E8 c4Q ACCESSIBILITY STANDARDS 2014 OSSC, ICC/ANSI 117.1 2009 FO FACE OF SS STAINLESS STEEL CI- 0 IO GA GAUGE SIM SIMILAR A2.40 POWER AND LIGHT PLAN -E2 E3 AND ECD 8 GB GYPSUM BOARD TO TOP OF ~ Ie HM HOLLOW METAL TYP TYPICAL A2.50 DOOR AND WINDOW SCHEDULES O 0 W 2 N HT HEIGHT UON UNLESS OTHERWISE NOTED A3.00 INTERIOR ELEVATIONS CASEWORK Ce —v. 2 < PROJECT GENERAL NOTES VIF VERIFY IN FIELD CO w A4.00 CEILING AND WALL DETAILS CO 1. DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY DEPICT ALL MATERIALS IN ALL INSTANCES. A5.00 ADA DETAILS DOORS AND CLEARANCES I�— Z 0 O 2. DO NOT SCALE DRAWINGS;WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. A5.01 ADA DETAILS-PLUMBNG FIXT.AND O Z = in 0— MOUNTING HTS. J _ 3. ALL DIMENSIONS ARE FROM FACE OF FRAMING OR GRID UNLESS OTHERWISE NOTED. SEE ASSEMBLIES J = 1V Ln cc 4. DRAWINGS REPRESENT THE FINISHED STRUCTURE,THEY DO NOT INDICATE METHOD OF CONSTRUCTION. CONTRACTOR SHALL ASSUME SEPARATE PERMITS O ce 4.97 a RESPONSIBILITY FOR DETERMINING APPROPRIATE METHOD AND SEQUENCE OF CONSTRUCTION. p 5. DETAILS NOTED AS"TYPICAL"OR"TYP"APPLY IN ALL CASES UNLESS SPECIFICALLY REFERENCED. DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL V TAKE PRECEDENCE OVER GENERAL NOTES, "TYPICAL" NOTES, GENERAL DETAILS, OR DETAILS NOTED AS"TYPICAL"OR"TYP". ELECTRICAL-SUBMITTED UNDER SEPARATE COVER 6. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND PURCHASE OF MATERIALS.ANY DISCREPANCIES FIRE SPRINKLER -SUBMITTED UNDER SEPARATE COVER DATE: 05/16/2019 BETWEEN FIELD MEASUREMENTS AND DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT. MECHANICAL-SUBMITTED UNDER SEPARATE COVER WASH. COUNTY TI 7. CONTRACTOR SHALL ENSURE THAT ALL WORK IS EXECUTED IN COMPLIANCE WITH ALL GOVERNING CODES, STANDARDS AND REGULATIONS. PLUMBING-SUBMITTED UNDER SEPARATE COVER REVISIONS 8. CONTRACTOR TO PROVIDE ALL CODE REQUIRED SIGNAGE. VALIDITY OF PERMIT 9. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. THE ISSUANCE OF A PERMIT RECEIVED MATCH RATING TO ASSEMBLY IN WHICH THEY ARE INSTALLED AND PROVIDE SMOKE SEALS WHERE RATINGS ARE REQUIRED. BASED ON CONSTRUCTION 10. ALL RATED ASSEMBLIES SHALL BE CONSTRUCTED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES PER OSSC SECTION 709.6.ALL PENETRATIONS DOCUMENTS AND OTHER MAY 2 0 2019 Q THROUGH RATED ASSEMBLIES SHALL BE FIRESTOPPED. DATA SHALL NOT PREVENT 11. CONTRACTOR TO PROVIDE SAFETY GLAZING AT ALL LOCATIONS REQUIRED BY CODE AND SHALL BE PERMANENTLY LABELED WITH THE THE CODE OFFICIAL FROM CITY OF TIGARD PROJECT INFO AND F MANUFACTURER'S NAME AND TEST APPROVAL INFORMATION. SEE WINDOW AND DOOR SCHEDULE. REQUIRING THE CORRECTION BUILDING DIVISION VICINITY MAP 0 12. ALL MECHANICAL, ELECTRICAL,AND PLUMBING TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL DOCUMENTATION INCLUDING SHOP DRAWINGS OF ERRORS.OSSC 105.4 o THAT ARE NECESSARY FOR CONSTRUCTION AND PERMITS. PROVIDE ARCHITECT WITH ALL DRAWINGS FOR REVIEW IN ADVANCE OF SUBMITTAL. 13. ALL SUBSITUTIONS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL ocsCASEWORK. 14. CONTRACTOR TO KEEP AREA OF WORK FREE OF TRASH AND DEBRIS ON A DAILY BASIS. / - - - - - - - - - - - PROJECT SPECIFICATIONS : 3UILT / ‘,... .., _______ , F ! DIVISION 1-GENERAL REQUIREMENTS Coordinate with Washington County Standards document for ARCHITECTURE, LLC `e( C1 ) exact materials required.Provide submittals for review by Architect 2808 NE M LK,ste G and Owner for all materials,finishes and fixtures prior to ordering. PORTLAND,OR 97212 ( C2 ) C3 ) (C4-C6) J DIVISION 5-METALS 503.454.6793 / C 11535 I 05 40 00 COLD FORMED METAL FRAMING inkbuiltdesign.com Provide 3 5/8"metal studs for all partition walls. ,� ,D A . 6 �_ 16 G I (E)ADA PARKING' C, ra I SPACES TO REMAIN. DIVISION 8-OPENINGS c l A D. �, REPLACE CURB RAMP, 08 14 16 Flush Wood Doors k_ 7 ' ;,�+j SEE DETAIL BELOW Provide solid core flush wood doors,to match existing. `,"f ; Provide hollow metal frames at all doors to match existing. 1 •�.y j�•,,�r�.i � ' - 08 11 25 Interior Aluminum Windows J' ' � iCY)? Provide side lites at new doors to offices,see plans. •, OF �R � ir All interior glazing to be single paned. 1 Align all top of window frames with top of door frames. B10 ; I 08 70 00 Hardware Z uril wit 9 I Match adjacent door hardware.Provide accessible lever hardware Q =maw �`+ 11,4111.11,1 at all new doors. 1"' -�, (B6-B7� / AREA OF WORK C.0 � • ' Dl 6"), DIVISION 9-FINISHES Z ��D 6 / ,���! ♦ ♦ All Finishes selected and approved by Owner. _�r / I 02 09 25 0o Gypsum Board Q 6 �' , �,: ��,fInterior Walls andceilings use 5/8"gypsumboardwith90 degree w e a• D3 �� • cornerswithcorerbead atoutsidecorners,level4finish. I- F-.; B2 l.& 7 09 65 00ResilietBasew4111r _ D 11525 D5 Provide 4"rubber base to match adjacent rooms. V O' / o E809 8100 Acoustic Insulationa. / ceB 11545 ` o D4 r' Interior Walls provide R11 batt insulationCD a O 5 O 09 90 00 Paint Z'��� RPaint all new and existing walls,color selected by Owner. Z w 2 N4/ �• E9 ,� 2 z r.,�. Use NO VOC paint,typical. QI—.► :oto ,� 6 i DIVISION 23-MECHANICAL N _ .! �� 7J -Ng ass, (E10) Existing mechanical system to remain.Mechanical permit > Li 0 W Z O ® documents submitted separately. 0 Z414111, 4) Provide one supply and return in each new space. —I I vi p ,i ji -J = A. 4. f DIVISION 26-ELECTRICAL CD Q if ♦ ♦ (E)POST MOUNTED,, / LANDING,SAME WIDTH _ it ` ACCESSIBLE PKG.ONLY SIGNS / AS RAMP See electrical plans for power and lighting requirements and V Z r- 1— _� / • locations. r, 41-A3 / �! ("-•---/ Provide occupancy sensor/switch at all new offices. DATE: 05/16/2019 A11555z Electrical permit documents submitted separately. WASH.COUNTY TI 4 / \ --. w m 0i. ACCESSIBLE ROUTE REVISIONS ♦ Q Z 108" MIN FLARED SIDES,1:10 S�DUD � ♦ / I- _. 72" MAX.SLOPE 2 DUD, aO , 96 MINA Oqp o LLO VAN STALLS RAMP,1:12 MAX.SLOPE SITE PLAN AND VA OUTLINE o L saint,- ,� _ SPECIFICATIONS 0 I_D�� SITE PLAN - E2 E3 E8 ACCESSIBLE PARKING STALLS PER 2009-1CCA117.1 i A1. 00 1 =60'-0" _ �___ : 3UILTi _.. ARCHITECTURE, LLC 2808 NE MLK,ste G PORTLAND, OR 97212 503.454.6793 inkbuiltdesign.com SD Ake, cl% IAD. 0 .44 , , # f rAff, t"' OF O# ELEC I 7 poir O 1 f 11 _1 _ ELEC Z_ � I13 I, (lI^ - Q w I♦r 1 1 0 I' 1 CORRECTIVE �--- Ii STEP FOOT i P I HEALTH ° 0 o �: � � ® 1 j� _I ( E1 ) CI_ I I m B OCCUPANCY 0 � w N WASHINGTON COUNTY-WIC ;�® CZ = 2 Q 1- 1 STATE OF4 SUITE E2 E3 AND E8 .' , m `� w rn AREA OF WORK E OREGON DHS �i ``v • • 1....>"." — z O (E4 E5) B OCCUPANCY — CD = = Q l0Lin B OCCUPANCY '— J = Ln [Y_ — 1.i �n — L 222 f NATURO CARUTH >. V = , F= AAs MEDICINE COMPLIANCE DATE: 05/16/2019 fts- ACCESSIBLE PATH 3 CENTER I CONSULTING ( E9 ) (E10) WASH.COUNTY TI � I B OCCUPANCY B OCCUPANCY REVISIONS 11111 � (E)PAVED PLAZA ELEC -,-7 gib j EXISTING BUILDING o E PLAN o e` BLDG E - FULL BLDG. PLANLn AllO BUILDING CODE ANALYSIS FIRE AND LIFE SAFETY NOTES FIRE AND LIFE SAFETY LEGENDS ; 3 I T OSSC STRUCTURAL SPECIALTY CODE(OSSC)2014 A. CONFIGURE FIRE DETECTION,INTERNAL ALARM AND CENTRAL REPORTING j� j�jjj/ EGRESS NAT PATH OF FOR EXITING).WITH TRAVEL WIDTH REQUIRED(PROVIDE MINIMUM CONSTRUCTION TYPE: IIIB,SPRINKLERED SYSTEMS IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION ARCHITECTURE, LLC (E)OCCUPANCY GROUPS: B AND IN COMPLIANCE WITH THE GOVERNING EDITIONS OF ADA,ANSI,AND THE _ _ — _ — _ ACCESSIBLE COMMON PATH OF EGRESS TRAVEL(PER 1014.3) EXIT ACCESS 2808 NE MLK,ste G BUILDING HEIGHT: 1-STORY BUILDING CODE.THE EQUIPMENT FURNISHED SHALL BE COMPATIBLE AND BE UL DISTANCE(PER 1016) PORTLAND, OR 97212 (E)BUILDING AREA: 12,368 SF+/- LISTED,FM APPROVED OR LISTED BY A NATIONALLY RECOGNIZED TESTING BUILDING EXIT 503.454.6793 ALLOWABLE BLDG.AREA: 19,000 SF(PER TABLE 503) LABORATORY IN ACCORDANCE WITH THE APPLICABLE NATIONAL FIRE AREA OF WORK: 4,234 SF+/- PROTECTION ASSOCIATION STANDARDS. I LIGHTED EXIT SIGN-SHADING INDICATES LIGHTED FACE(S)DIRECTION ARROW inkbuiltdesign.com B. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE �W 1 CORRESPONDS TO DIRECTION ARROW ON SIGN ''�,�+D Ake b. TABLE 508.3 NON SEPARATED OCCUPANCIES REQUIRMENTS OF THE MOST RESTRICTIVE PREVAILING CODE(GOVERNING PROVIDE FIRE EXTINGUISHER TYPE 2-A:10-B:C (AND CABINET WHERE OCCURES) �1(�' r� NO SEPARATION REQUIRED. EDITION)FOR SMOKE DENSITY AND FLAME SPREAD. EVERY 75'TRAVEL DISTANCE. C` ; - uAD. to C. PROVIDE EMERGENCY EXIT ILLUMINATION AND SIGNAGE AS REQUIRED BY 'w t '� r. C 907 FIRE ALARMr/ PREVAILING LOCALJURISDICTION,BUILDIGN CODE,NFDA,AND NFPA(CURRENT �� , ' < 0OCCUPANTS,FIRE ALARM NOT REQUIRED i! 6 OCCUPANCY 50 Q EDITION). 'f' , ` t �Fj D. PROVIDE EMERGENCY EGRESS LIGHTING WHERE REQUIRED TO MAINTAIN CODE � . 4, •�AA 1004.1.2 OCCUPANT LOAD: SECTION 1006.4 PERFORMANCE OF SYSTEMS: ' OF O CLASSROOM/BREAK/RECEPTION -15 GROSS SF 46 OCC EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL 11,,411 CIRCULATION/BATHROOMS-200 GROSS 12 OCC '-`�"""" ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT CANDLE(11 LUX) STORAGE/IT-300 GROSS 3 OCC �� r lir r- z OFFICE/LAB/LACTATION-100 GROSS 21 OCC AND A MINIMUM AT ANY POINT OF 0.1 FOOT CANDLE(1 LUX)MEASURED 0 0 „ ALONG THE PATH OF EGRESS AT FLOOR LEVEL.ILLUMINATION LEVELS jy O TOTAL OCCUPANTS= 82 OCC SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT CANDLE(6 LUX)AT THE END 1 , _. {, , 40 OCC ® , ' Oe OF THE EMERGENCY LIGHTING TIME DURATION.A MAXIMUM-TO-MINIMUM I % / 1008.1.9.3 EXCEPTION 2: ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. %�/ �''� �/� j//,//i OFFIC ; OFFICE 7 1 OFFICE 8 }a Z WHERE LOCKS AND LATCHES ARE PROVIDED AT MAIN EXTERIOR DOORS, �:` (SCC, (10CC) (10CC) ' Z PROVIDE SIGNAGE STATING"THIS DOOR TO REMAIN UNLOCKED WHEN 108 SF 103 SF 119 SF � O BUILDING IS OCCUPIED" �i w_ CIRCULATION - i = Q F- 480 SF um ---// F- 1014.3 COMMON PATH OF TRAVEL REQUIRED:MAX 75' ��/ / — w 3 OCC ;OPEN OFFICE /�,� 1/ _ TABLE 1015.1 CLASSROOM M� ;586 SFS ����1/,'1,Z/ /1 // / /1 1 V a NUMBER OF EXITS REQUIRED: 2 65'-4"+/-EXIT 25 OC(� '6 OCC / , Q NUMBER OF EXITS PROVIDED: 2 — 4,' *� 374 SF ! 01 ' OFFICE 9 OFFICE 10 H n- O SEPARATION { % TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE:MAX 200' `Lx\' � (1 OCC) (1 OCC) t O cm Z N TABLE 1018.2 MINIMUM CORRIDOR WIDTH=44",>50 OCC. CIRCULATION ,\0� . 87 SF 87 SF Z LULi, Q N 2825F f 12 OCC ���/ �/ fi Q I— c 1015.2.1 EXP.2 TWO EXITS SEPARATION 3 OCC 13 OCC %�i4. D — STOR. IN BUILDINGS EQUIPPED WITH AUTOMATIC SPRINKLERS-EXITS SHALL NOT ir,c__1 WIC (1 OCC) ;.i 0 BE LESS THAN 1/3 THE LENGTH OF THE OVERALL DIAGONAL OF THE AREA �r_ _. -__ ___ __ / — — — — - ; , E2 E3 ' O ~ --T O SERVED. r . IMELE CA I a�✓ ® > 84 SF z t OFFICE 3 1 ocC ` ' IC ;jam/�'' LACTATION LAB /� �. /,� / , , = ce C (i OCC) '' i 1 occ) (z occ) �%�/// :% 1 — CHAPTER 29 PLUMBING (4)(E)ADA BATHROOMS PROVIDED. E.OCC) 82 SF 48 SF 122 SF '�` i.� y .1 O Q _ l7 93 SF 1 75 SF BREAK! RM. [I, , , . �j U = r- 1= TABLE 2902.1 �� --- —� 1111)..,.r �.� 10 OC( l� B OCC. 100 OCCUPANTS/2=50 MALE AND 50 FEMALE FFICE 4 C',1� '' r i `�� / �� �/� 1 j 1/ S\ I DATE: 05/16/2019 REQUIRED B OCCUPANCY: OFFICE 2 � (1 OCC) ! ,� , � � , � � � � MENS/WOMENS- 1 WATER CLOSET PER 25 OCCUPANTS ; 91 SF !; � � �� 1 ��� 1 WASH.COUNTY TI 1 LAV PER 40 OCC. 10CC �. COMM. ACTIONS 93 s , V C� ... PROVIDED: ��� (2 OCC) REVISIONS GENDER NEUTRAL-4 WATER CLOSET AND 4 LAV , " ! I I ADA RR ADA RR ADA RR 146 SF 'I11 111 55 SF 55 SF 55 SF OFFICE 5 1 occ 1 occ 1 occ IIE � 1 occ LOBBY I Q 91 SF I'� /41 , E8 ,152 SF ' ADMIN/COPY ADA RR OFFICE 1 ��� ,�. %,� �� 11 OC ./. I.i 55 SF II Ln (1 OCC) /� �/ ///�� �!��� /%/i������r (2 OCC) 1 OCC i,� CODE ANALYSIS ,w� % G4� 7SF 96 SF /4?�f QQ2 18 1. AND FIRE AND LIFE V MAIN j SAFETY PLAN 3 Qo BLDG E - E2-E8 PLAN - LIFE SAFETY PLAN ENTRY ;Ln Al. 5 DEMO LEGEND jrlf. 3 .. I L T I EXISTING CONSTRUCTION TO REMAIN R HITECTURE, LLC C — — 3 (E)CONSTRUCTION TO BE REMOVED 2808 NE MLK, ste G COMPLETE PORTLAND, OR 97212 . 1i �-- -11 503.454.6793 II DEMO PLAN NOTES inkbuiltdesign.com II A. REMOVE ALL CONSTRUCTION I I `� COMPLETE. REMOVE ALL UN USED ,��, ��AG'�r I I CONDUIT, PIPING AND WIRING `5 AD /�' II t �,,, li , 1�j COMPLETE. Gtr; 'li , r.• C �, IB. MAINTAIN EXISTING FIRE SPRINKLER ' ,. i 1 SYSTEM,TO BE PERMITTED AND . t �,.�s • ""�"""""'"' MODIFIED UNDER SEPARATE PERMIT. ;7 �* Q L� C. EXISTING ELECTRICAL SYSTEM TO •i (S j E 1 OF Ogg' - - - - - - - _�._ II \ . I _., RLMAIN. - - _ — _- - � c � � _ . `� c� D. ALL EXISTING SUPPLY AND RETURN ,I 11 DUCTWORKTO REMAIN. = j'I E. EXECUTE MODIFICATIONS TO EXISTING [1 }{ STOREFRONT PER MANUFACTURER, F- i 1 PROVIDE TEMPORARY SECURITY AS CD 1- NECESSARY. = II ;i 1 II SUITE E2-E3 - f� Q !j V a. i ! O H 1j O p Z t; IC 2 Q N II I BREAK RM. 4 .. u n 0 I� til ' I I T. — OCY _ y I DATE: 05/16/2019 F o►, o 1j \\ L WASH.COUNTY TI I J REVISIONS H II , SUITE E8 II H 11 � 2 1 II \ . — —F >-• TI-1 ,.....-.- „ 4 ,._ DEMO PLAN - E2 E3 o AND E8 O ry 'EPO BLDG E - E2-E8 PLAN - DEMOzz A2 . 10 Ln 1!8” = 1'-0" NEW WORK LEGEND Emm :B „ I L T MODIFY(E)STOREFRONT PANEL I I EXISTING CONSTRUCTION TO REMAIN ARCHITECTURE, LLC FOR NEW 3-0/7-0 FULL LITE DOOR PROVIDE MTLSTUD WALL TO MATCH(E) 2808 NE MLK,ste G REPLACE STOREFRONT DBL _` FLOOR PLAN NOTES PORTLAND, OR 97212 DOORS WITH SOLID GLAZING 503.454.6793 . ----- (7, PANELS TO MATCH(E) A. SEE A2.50 FOR DOOR AND WINDOW inkbuiltdesign.com _ 9' - 10"+/- 9' -6"+/- 10' -6 1/2" y y i SCHEDULE I (E16) r B. SEE A 3.00 FOR POWER AND LIGHT ��3ED� � �-1------� / REQUIREMENTS `Cj i .�, I - l� \� C. SEE A5.00,A5.01 FOR TYPICAL ADA ,-�; 'I r n CLEARANCES, • i' MOUNTING HEIGHTS AND TYP.WALL REQUIREMENTS, it 4 CUBE SYST. ! ''� ••!+�'� r • '`!* �� DETAILS. ipoR BY TENANT, of J' � I D. ALL DAMAGED,ALTERED, OR REWORKED OFFICE 6 OFFICE 7 OFFICE 8 / �'P• t I ! AREAS SHALL BE PATCHED AS REQUIRED OF QR i 1 AND FINISHED TO MATCH EXISTING fl I 17'-4" (�(� 2 2 �'- ( O '_ CONDITIONS OR AS SPECIFIED TO Loll `" 2 PROVIDE A"LIKE NEW"FINISH. 0 { ll w - O - _ _y ,' E. PROVIDE NEW RUBBER BASE AT AREAS (I f1,111 11' 0" 11' 0" RING. FNSULATION ROVDTO RECEIVE NEW o SOUND BATTS AT CD Z l) rn — — ALL NEW INTERIOR WALLS AND j 3 " I. w O w O CEILINGS.CLASSROOM 1 �' b G. DOOR HARDWARE-ALL NEW HARDWARE C�TO BE LEVER TYPE, FULLY ACCESSIBLE. Q wPROVIDE EXHAUST FANS IN IT HALF LITE DOORS _ ��i" a. H. ALL NEW WALLS MATCH HEIGHT OF �--- F-ROOMS AND6"X12"LOUVER IN(E) ". OFFICE 9 OFFICE 10EXISTING WALLS. V aDOOR 6 0 _ -� I. PATCH/REPAIR AND PAINT ALL NEW AND�' '� 1 12 6 EXISTING WALLS-COLOR AS SELECTED ce Q10' 0" 14' 4"+/ 5' S"+/ , CE 10) E14) i + oi- _ - - _ o i BY TENANT, celj WIC STOR. r 'j J. ALL FURNITURE,APPLIANCES AND cpD Z 2 N1 ® -� __. L� 0 EQUIPMENT BY TENANT. C/ Z 1 Q N OFFICE 3 IT/TELE CA o GP ' 5' -0" 7'-6" 11'- 11" ,tSN� K. PROVIDE NEW CARPET ON WIC SIDE OF 03 Q i- I rn O E06 I IT WIC , +'� o �`_ = SPACE TO MATCH WASHINGTON Z 0 O I LACTATION LAB COUNTY SIDE OF SPACE, UON. it j `" INYLVINYL 4 -6 * ) ' 1 L• (E)SUSP. CLNG.TO REMAIN. REPLACE Z - SS 9 -6'+/- !h I 'BREAK RM.'S " �� ....1 z o )1111)4' j i N ,l �E09� 1.- ___,,,, ;VINYLit "`� ANY DAMAGED TILES. tViiiii a.20 ._._ U (E)VINY1� �(E)VINYL> "M (E) HVAC TO REMAIN. MODIFY SUPPLY O 6" OFFICE 4 OFFICE I' 1: MIN. w ! I Q ,�I I�; AND RETURNS FOR EACH NEW SPACE. U =IE07 ati " 1 DATE: 05/16/2019 1 ' �0I I [ ADD VERT.GRAB i Q1 E08 �(E)VINYL (E)VINYL °`' 11' 7"+/ ( / BARS AT(E)ADA WASH. COUNTY TI I .I �' y ,�+' o 1 = Ii� "II m A2 30 RESTROOMS,SEE REVISIONS -- 1 A5.10 1, E03 ' 10 OFFICE 5 j � LOBBY _l_. t I a, u, 02 ( E8 ) ADMIN/COPY— OFFICE 1 Ln I ' (E)CARPET 1 COMM. 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El 8 SINGLE FLUSH 7' -0" 3' -0" N/A SC WOOD CLR SEAL MTL MFR OFFICE I Q E19 SINGLE FLUSH 7'-0" 3'- 0" N/A SC WOOD CLR SEAL MTL MFR OFFICE j ¢O E20 EXISTING 7'- 0" 3'-0" STOREROOM CARD READER,6"Xl 2" LOUVER O 0 0 N Ce Z 2 Q P C13 Q v~i ci rn DOOR SCHEDULE NOTES >— 'z o 0 1. ALL HARDWARE IS LEVER TYPE ACCESSIBLE HARDWARE. CD Z --11 1 N 2. ALL NEW HARDWARE FINISH TO MATCH(E) •/3eC -1 COORDINATE WITH WASHINGTON COUNTY STANDARDS FOR SPECIFIC SCHLAGE HARDWARE AND CARD READERS REQUIRED. J 0 ce +aA' Q 4. ALL DOOR GLAZING IS TEMPERED. '� V = - H DATE: 05/16/2019 WINDOW SCHEDULE WASH.COUNTY TI REVISIONS Type Mark STYLE GLAZING Height Width Sill Height Comments 2 FIXED TEMPERED 7'- 0" 2' - 0" 3'-0" 2 a N DOOR AND WINDOW 0 SCHEDULES 0 N ..,_)- A2 . 50 :B , ILT ARCHITECTURE, LLC 2808 NE MLK,ste G PORTLAND, OR 97212 503.454.6793 inkbuiltdesign.com Akch. 5'�4'' r cs i� II AD. -tA rb7 ' 7, , , ;��r OF OR — v / /\ / v z CD M — - - - - /-� CM,i \i z _ Z b JIL,. 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O.C.EACH WAY !'� ALTERNATE DIRECTIONS4:*.4 iDAD• CJ~ �' ACOUSTIC BATT INSULATION TO 4'ONAl( a (.474:1‘-'.1 , / EACH SIDE OF PARTITION WALL AT ` III OFFICES AND RESTROOMS SUSPENDED CEILING SYSTEM .10 r f NEOPRENE FOAM TAPE CONT.BETWEEN BLOCKS ifl:fl...; CASING BEAD \�/ • �(�� FASTEN RUNNER TO CEILING SUPPORT AT 2 OF 0R FEET O.C.THRU NEOPRENE BLOCKS ANGER WIRE AT 45 DEG. _______/\/____1"1-------__ ACOUSTIC BATTS AT OFFICE AND BATHROOM WALLS FOUR WAYS MAIN 0-4'45/8"GYPSUM BOARD �,�� RUNNER Z �I� METAL STUDS,SEE SCHEDULE FOR GUAGE, SAFETY WIRE ATTACHED TO CEILING O ' SPACING AND HEIGHT GRID FIXTURE HOUSING,WRAPPED \\� _��1 AROUND FIXTURE HANGING WIRE MIN. PARTITIONS FOUR TIMES.SECURE AT DIAGONAL CD CORNERS NOT CONTAINING MAINCROSS 7 LATERAL WALL BRACING IN LIEU ACOUSTIC SEALANT AT SLAB RUNNER LIGHT CLIPS RUNNER ` OF BRACING ABOVE CEILING NOTE: PROVIDE ADJACENT WALL 0,1450 POWDER ACTUATED DRIVE PIN WITH REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS.OR LESS.LIGHT FIXTURES Z FRAMING FOR LATERAL SUPPORT 1/4 INCH EMBEDMENT AT 4'O.C.MAX INTO WEIGHING MORE THAN 56 LBS.TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. WALL LATERAL BRACING ON WALL PARTITION WALL TO GRID CEILINGDECK RECESS MOUNTED FIXTURE SUPPORT IA Q LU LU IBC METAL STUD TABLE-MAX WALL HEIGHT1 U Q'" MAX WALL HEIGHT 0 0 STUD GUAGE STUD SPACING O SIZE DESIGNATION COMPOSITE NON-COMPOSITEce SECTION SECTION O CX Z z N 3 5/8" 25 362 S 125-18 16" 16-2" 12'-2" CC 24" 13'-2" 9'-11" (E)ROOF 4X4 BLOCK W/A35 CLIPS W(4)#6 X 1/2"SPAR G = N 20 362 S 125-30 16" 20'-8" 23'-3" STRUCTURE 24" 18'-1" 18'-11" SCREWS AND(4)8d X 1-1/2"NAILS EACH SIDE CO C 6" 25 600 S 125-18 16" 20'-1" -- n� BRACE TO MATCH WALL WIDTH W/33 MIL 24" 16-4" -- ao THICKNESS,MIN. z 0 O 20 600 S 125-30 16" 30'-8" 30'-1" / p O 24" 25-0" 26-3" FC Z _— _ (/l 0 VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS ASSOCIATION .i J = � Ln CL Q (SSMA)TABLES FOR NON-STUCTURAL COMPOSITE SECTION IN INTERIOR CLIP FLANGES AND BEND EACHMe O Q In APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF L1120. END. U i (6)#10 SCREWS EACH END OF 1. VALUES FOR COMPOSITE SECTION REQUIRES 5/8"MIN.GYP.BD.ON BOTH BRACE EQ.SPACED SIDES W/#6 TYPE S DRYWALL SCREWS AT 12"O.C.FOR STUDS AT 24"OC AND 16"OC FOR STUDS AT 16"OC. ': WALL PER PLANS DATE: 05/16/2019 2. HEIGHT LIMITS ARE LESS WHERE SHEATHING IS ON ONE SIDE.PROVIDE BLOCKING OR STRAPPING ON OPPOSITE SIDE(NON-COMPOSITE VALUES). WASH. COUNTY TI 1 NOTE:BRACE CONNECTION AT ROOF TO REVISIONS FRAMING SCHEDULE PARTITION WALL BRACING DIRECTLY ATTACHEDTOPLYWD. 2 COLn CEILING AND WALL 1111 DETAILS 0 LID in A4 . 0 0 DOORS CLEARANCES NOTES mjer. 3 J I L T PULL SIDE APPROACH PUSH SIDE APPROACH ACCESSIBLE ROUTE INDICATOR LINE\ 77 0, ARCHITECTURE, LLC REFERENCE CODE SUMMARY SHEETS FOR / 24" THESE DIAGRAMS ARE BASED OF THE INFORMATION / EXTENT OF ROUTE CONTAINED IN ICC A117.1-2009 AND CHAPTER 11 OF THE 2808 NE MLK,ste G z MAX BUILDING CODE. THEY ARE REPRESENTATIVE OF THE z PORTLAND, OR 97212 -2- // GENERAL REQUIREMENTS THAT APPLY TO THIS PROJECT. 503.454.6793 a 32 X „4 - _/ N z _ _ THEY ARE NOT REPRODUCTIONS OF THE INFORMATION inkbuiltdesign.com `O o 18" MIN / 0,, IN ; / o = 24" , m 2 CONTAINED IN THE ICC A117.1-2009. REFER TO THE ICC Ci 24" 'n � m ' - I A117.1 2009 FOR ADDITIONAL INFORMATION. '��ARC � PREFERRED // ,� � '�'�'► �f ; 32" jr 0 VI In (11 M LU 0 K .17C' ! LIJ cc 0 O v v M p z � oiieir: ' MIN o 0. / X=12"MIN WHEN DOOR z cc Z 44 � HAS CLOSER AND LATCH cv ¢ w c w ct n- ';'f.s+^ FRONT APPROACH N = Z j = - u u c!'' ,` .+ , s .I .S. 0 PULL SIDE "PUSH SIDE 12 *� TYPICAL ACCESSIBLE ROUTE OF OF OR � MIN. ♦ :',: N 60" Z o H • z12" PA n 36" Al 12">- 1 za X ¢ 22" 32"/ iv CD I Lc op- I��A /MIN. Or MIN 00 `t Z 32" *IF DOOR HAS o (/� f oc MIN oo BOTH LATCH .o Q w X=36" "MIN WHEN Y=60" a // AND CLOSER \ / m I� X=42"MIN WHEN Y=54" "� i V a HINGE APPROACH 60"DIAMETER TURNING CIRCLE T SHAPED SPACE FOR 180 TURNS — 0 ao PULL SIDE PUSH SIDE ADDITIONAL INFORMATION F- 0 FIGURE 304.3 O CD w g N N >a z / ¢ CO Q I rn z / o o w _ > o0 24 MIN a 2 ► 60 o a 32" 24" MIN a 2 C7.1 E--- Z O I2. moo , MIN �i — ) -� . 1I J U u7 0 32 o / CHANGE IN LEVEL-SQUARE CHANGE IN LEVEL-SLOPED 2 i H MIN o / Y=54"MIN IF DOOR HAS o-- / Y=48"MIN IF DOOR HAS FIGURE 303 CLOSER CLOSER LEVEL CHANGE ON DATE 05/16/2019 JATCH APPROACH TREAD y11"y y12"y DOOR CLEARANCES AT SWING FIGURE 404.2.3.2 WASH.COUNTY TI DEPTH MIN MIN REVISIONS jr 32" MIN jr h ;D m o\ moPOCKET OR SLIDING DOOR o \\ � r ADA DETAILS - Ln D00 LL I DCLDEARANCES ORS AND 32" 32 MIN 0, jr MIN � � ,, t SWING DOOR BIFOLD DOOR DOOR CLEARANCES AT DOORS FIGURE 404.2.2 STAIR HANDRAILS FIGURE 505.10.2 AND .3 A5 . 00 PLUMBING FIXTURES MOUNTING HEIGHTS 3 U I L T NOTE:WALL MOUNTED DEVICES SHALL NOT EXTEND MORE THAN 4"BEYOND WALL SURFACE amitif w MIRROR 16 1/4" MIN LAVATORY LAVATO WHEN LOCATED BELOW 6'8" ARCHITECTURE, LLC L• o-' z 2 ` 36" MIN / 3g' MIN f u z 2808 NE MLK, ste G O LL // z Ori18" 18" 18" 18" ` PORTLAND, OR 97212 PIPE WRAP- N 7/- TYP N N n MIN MIN .__\___ _ 503.454.6793 2 V' / Al ` AVUP F inkbuiltdesi n.com IIM._ m 419" MAX z MAX HEIGHT TO ALL . _ Re • KNEE CLEARANCE 11 48" E )1 Q OPERABLE PARTS ��� �' Ar AREA LAVATORY CLEARANCE / a �� ;1 uAD. �� LAVATORY KNEE 48" MIN/ Q t • w � ' % ,. ROBE TOWEL HAND SEAT PAPER TOWER SANITARY li , CLEARANCE AND 8" MIN 6" MAX TO CLEARANCE ® ` HOOK BAR TOWEL COVER DISPENSER NAPKIN MIRROR MOUNTINGi 4 ��AlF 48" MIN DISPENSER � �i%-7.-- j�. dT.4 CLEARANCE AT LAVATORY IN 17" MIN DEPTH FIGURE 606 1 BAR DISPENSER ./ ► APPROACH CEILINGOF OR TRANSFER SEAT 36" R.O. 15" MAX. 18" 42" z 3"MAX BACK PROJECTION 14" p �-� �- -� � Z MIN o z a �� III _ m w 32" z z z 2 MA J _, �„ N [Aar MIN 24"I Iic= w e �4 o . LL ¢ I I `� X- —� Z OJ z , ut°i ) Q o MI L ,_ ,_ „ n • Q, , Z z , :2„,e_ lis 2 cc CO°' - h \\\ N ,) `° O , '8" m `O ® 1 �n w • = m A APPROACH `� "' Q �-- O 3 3'X 3'SHOWER BLOCKING FOR GRAB BARS jr 60" MIN - w AT SHOWER LOCATIONSFEC HORN/ STROBES THERMOSTAT/ ROOM 0 o URINAL MOUNTING HEIGHT CLEARANCES AT SHOWERS FIGURES 608 CLEARANCE AT WATER CLOSETS FIGURE 604.3 STROBE SECURITY/ SIGNAGE a a0 6 MAXC) cm z FIRE ALARM 0 I- cc 36" MIN AREA OF BLOCKING FOUNTAIN WALL MOUNTED DEVICES AND APPLIANCES w Q N AT FRAMED WALL 58" rrp 17"- 19"-----k30" DEPTH 30" 03 Q i (7)N 12"MIN NOTES o 52"TYP z ` ` �` �_== _ v �� - z THESE DIAGRAMS ARE BASED OF THE INFORMATION CONTAINED IN THE ICC O F— z 5 a z As � 4 ii p� _ coZo 0 A117.1 2009 AND CHAPTER 11 OF THE BUILDING CODE. THEY ARE REPRESENTATIVE --I _ �y V Ln ie &•----=--1 a �_=���_ "' ° OF THE GENERAL REQUIREMENTS THAT APPLY TO THIS PROJECT. THEY ARE NOT 'J w Q 4 ". ll a, I— , , \ ` REPRODUCTIONS OF THE INFORMATION CONTAINED IN THE ICC A117.1-2009. 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