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Plans (15) BUP2020 -00011 a 0-111 'Y\ N �1 mSCHOLLS BUSINESS CENTER Y o . 4>v 7MME (14 14 N N OF 01 KG RECEIVED JAN 21 2020 LEASING OFFICE BLDG P SUITE P C ' IA IkTM CITY OF TIGARD BUILDING DIVISION A PROJECT LOCATION GENERAL NOTES LRHTHWEST DAVIS, SUITE 300 CONTRACTOR INFORMATION BUILDING/ CODE INFORMATION SHEET INDEX PORTLAND, 209 45.7100 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION,CONFLICTS APPLICABLE CODE(S): H AVE,SUITE 300 t ' T-0.0 COVER SHEET SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. BUILDING CODE: 2019 OSSC BUILDING CODE E,WA 98101 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. ELECTRICAL CODE: 2017 OREGON ELECTRICAL SPECIALTY CODE T-0.1 ACCESSIBILITY SHEET 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. MECHANICAL CODE: 2019 OREGON MECHANICAL SPECIALTY CODE T-0.2 ACCESSIBILITY SHEET 576.1600 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALLTHOROUGHLY CLEAN THE PREMISES AND FIRE CODE: 2014 OREGON FIRE CODE T-1.0 LEVEL 1 EGRESS PLAN WARD STREET WASHTHE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. ENERGY CODE: 2019 OREGON ZERO ENERGY READY COMMERICAL CODE T-2.0 LEVEL 1 DEMOLITION PLAN NCISCO,CA 94103 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT,AND MATERIALS PROVIDED ACCESSIBILITY CODES: ICC A117.1-2009 VEL 1 FLOOR PLAN T 3 0 LE 52.7063UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR UPON COMPLETION OF CONTRACT. 2010 ADA STANDARDST-4.0 LEVEL 1 DEMO REFLECTED CEILING PLAN6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO OM MOISAN ARCHITECTS, INC. a IMPLEMENTATION. CONSTRUCTION TYPE: VB T-5.0 LEVEL 1 REFLECTED CEILING PLAN a ' 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT FULLY SPRINKLERED T-6.0 ELEVATIONS y' PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK. BUILDING HEIGHT: 1 STORY T-7.0 WALL DETAILS OFFICE COPY 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE T-7.1 CEILING DETAILS CITY OF TIGARD CONTRACTOR. BUILDING OCCUPANCY: B T-7.2 CASEWORK&FLOORING DETAILS REVIEWED FO It CODL COMPLIANCE 9. ALL WORK LISTED, SHOWN,OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED T-8.0 LEVEL 1 FINISH PLAN AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.THE GENERAL TENANT IMPROVEMENT SQUARE FOOTAGE: 4,902 USE Approved. ] CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL OTC: [ WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. OCCUPANT LOAD FOR TENANT IMPROVEMENT: 74(REFER TO EGRESS PLAN) Permit #: 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL DEFERRED S U B M I TTA LS _ Address: 4 DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. $cite #: PROVIDE ARCHITECT DESIGN-BUILD DRAWINGS FOR REVIEW. Date: 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH ELECTRICAL By. La MATCHING BUILDING STANDARD TILES. 12. PARTITIONS, DOORS, RELITES,AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. GENERAL NOTES - CODE INFORMATION MECHANICAL REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. PLUMBING 14. ALL NEW WALL OUTLETS TO BE AT 16"AFF UNLESS NOTED OTHERWISE. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL U 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL SPECIALTY CODE 2019 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. FLS/SPRINKLER 2. MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE& FIRE ALARM SYSTEM PER Lu VOICE/DATA OUTLETS.TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND � INSTALLATION. FMO. 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND t/1 - 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. REFER ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. W w-r TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS. SUBMIT PAINT DRAW-DOWNS TO ARCHITECT 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS ADA UPGRADES SUMMARY �-- FOR APPROVAL PRIOR TO APPLICATION. TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA Z Z 18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM"STANDARDS WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. 447.241 STANDARDS FOR RENOVATION,ALTERATION OR MODIFICATION OF w - UNLESS NOTED OTHERWISE. 5. PROVIDE A SIGN READING 'THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS CERTAIN BUILDINGS; BARRIER REMOVAL IMPROVEMENT PLAN. DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. U J 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING 4. IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS V CODE,AND THE INTERNATIONAL FIRE CODE. SECT.)N, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL Ln 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY PROVIDE THE GREATESTACCESS. ELEMENTS SHALL BE PROVIDED IN Lu Lu N CODE 2019 EDITION,SECTIONS 1006 AND 1011. THE FOLLOWING ORDER: 7 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING ` Z � 1 VICINITY MAP WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS A. PARKING; LU SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON PROJECT SITE COMPLIES Q Z NTS PROJECT STRUCTURAL SPECIALTY CODE 2019 EDITION. D Ln 0 Lu B. AN ACCESSIBLE ENTRANCE; M l3 V PROJECT SITE COMPLIES m cy- L.LL AREA OF WORK Ln 2 0 C. AN ACCESSIBLE ROUTE TO THE ALTERED AREA; J Z l,'J PROJECT COMPLIES J > Z Z Ln 7) D. AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A O CD Q Q ADA UPGRADES SUM MARY SINGLE UNISEX RESTROOM; CD F_ J m TOTAL COST OF CONSTRUCTION: $130,000 SEE ADA UPGRADE SUMMARY U 0 0 Ur CL Y E. ACCESSIBLE TELEPHONES; i 25%OF TOTAL COST REQUIRED FOR ADA UPGRADES: $32,500 N/A NOT I N SCOPE ADA UPGRADES F. ACCESSIBLE DRINKING FOUNTAINS;AND _ BREAKROOM -CASEWORK&ADA COMPLIANT SINK NSA REVISION DATE REASON FOR ISSUE L F�\ NOT I N SCOPE MEN &WOMEN'S RESTROOMS - 18"H VERTICAL GRAB BARS MEN &WOMEN'S RESTROOMS -CASEWORK&ADA COMPLIANT SINK G. WHEN POSSIBLE,ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS ----J OFFICES- REPLACE EXISTING KNOB WITH ADA COMPLIANT DOOR HARDWARE STORAGE AND ALARMS. TOTAL COST OF ADA UPGRADES: $5,500 SEEADA UPGRADE SUMMARY VALID IV OF PERMIT C a L � THE ISSUANCE OF A PERMIT - I BASED ON CONSTRUCTION - - A A DTS AND OTHER _ ` �- -I DAOTA CUMESHALL NOT PREVENT -� - THE FROM --, (E) P RO I E CT TEAM REQUIRING TOHEFCORRECT ON OF ERRORS. OSSC 105.4 BUILDING ADDRESS 10300 SW NIMBUS AVENUE-BUILDINGP PORT (E) i '�--� -- PORTLANAN CITY OF TIGARDD, OREGON 97223 Approved by Planning _ � � OWNER/LANDLORD KG INVESTMENTS Zo 10240 SW NIMBUS AVENUE, SUITE L3 Date: ~ PORTLAND, OREGON 97223 Initials CONTACT: KYLE LATTA NOT I N SCOPE PHONE:(503)245-7100 01 FAX: (503)245-771001 j COVER SHEET m '• c % ARCHITECT ANKROM MOISAN ARCHITECTS, INC. 38 NORTHWEST DAVIS, SUITE 300 U i PORTLAND,OR 97209 PHONE: (503)245-7100 c - / % FAX: (503)245-7710 -- - CONTACT: REBECCA BROCK PERMIT S ET PHONE:(503)892-8373 TENANT KG INVESTMENTS o� - - -�_ CONTACT: KYLE LATTA DATE PROJECT NUMBER [� d PHONE:(503)245-7100 m {I CONTRACTOR GUILD CONSTRUCTION INC. 193217 P.O. BOX 674 BEAVERTON, OR 0 a` CONTACT:JOE FEDOR 503-957-3887 LEVEL 1 KEY PLAN CCB#: 109116 1 i 2 � 1/16"= 1'-0" PROJECT ii a 01D `vi N m V f . O O N OF 00 TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT MAXIMUM 0.5 INCH 21NCH 5 INCH 61NCH 91NCH 11 INCH 4"MAX It REACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) (230 MM) (280 MM) MAXIMUM 48INCHES 461NCHES 421NCHES 40 INCHES 361NCHES 341NCHES IF ADDITIONAL BOTTLE CENTERED L REACH HEIGHT (1220 MM) (1170 MM) (1065 MM) (1015 MM) (915 MM) (865 MM) TM FILLING STATION IS ON TACTILE - HIGHEST PROVIDED,ALL o ♦ . @ PULL OPERABLE PART OPERABLE PARTS TO CHARACTERS ROD CLOSET HANDLE - HIGHEST HIGHEST \ BE 48" MAX OPERABLE PART OPERABLE PART 38 NORTHWEST DAVIS, SUITE 300 R.H. 17"MIN MEN 45" z ---� o PORTLAND, OR 97209 B NOT IN f i+ w T 503.245.7100 F.E.C. ❑o W ffa - -- �}- w PICTOGRAM = z z '� %O�F WEST m o LL FIELD w r w 1505 STH AVE, SUITE 300 z . f r f ERABLE PART w m`J` m m m z 18" m SEATTLE,WA 98101 r a r W z w w w w ? o RAISED MIN f_ o ^ T 206.576.1600 m CHARACTERS TO BE 5/8"-2" v~ ¢ x o ? 1014 HOWARD STREET N m M SAN FRANCISCO, CA 94103 T415.252.7063 FIRE ALARM FIRE TELEPHONE/ ENVIRONMENTAL ROBE AUTOMATIC PAPER TOWEL SURFACE SOAP PAPER TOWEL MIRROR ACCESSIBLE STANDING SIGNAGE CLOSET ROD LIMITS OF PROTRUDING ©ANKROM MOISAN ARCHITECTS, INC. PULL STATION EXTINGUISHER ENTRY CALL CONTROLS ELECTRICAL HOOK HAND DISPENSER/ MOUNTED DISPENSER DISPENSER DRINKING HEIGHT ELEVATION OBJECTS BOX &COMMUNICATION DRYER TRASH SEAT COVER *35" MAX WHEN FOUNTAIN DRINKING RECEPTACLE DISPENSER MIRROR IS NOT OVER FOUNTAIN LAVATORY OR CABINET MOUNTING HEIGHTS PUBLIC SPACES IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES DOOR MOUNTED -SIGNAGE(TYP.) 60"MINNOTE: PICTOGRAM AND/OR LETTERING ARE NOT (st Ir� �•n' REQUIRED ON DOOR-MOUNTED SIGNAGE V Lu INSULATE ROBE HOOK 42"G.B., 39"-41" MEN WOMEN UNISEX DOOR-MOUNTED SIGNAGE WATER SUPPLY FLUSH SIDEWALL AND DRAINPIPES VALVE 6"MAX z 54°MIN z WALL MOUNTED SIGNAGE TO 14"MIN AFF W 5'-0"MAX In Z 12" 42"MIN 25" MEN BE LOCATED ON LATCH SIDE OF L 36"MIN ;0 17"MIN r DOOR CLEAR OF DOOR-SWING 1 1/2"MIN RESTROOMS � _ _- z z �}c "MIN MEN g ' o - - g - - AFF W 0 z v Y O '� x WALL -SIGNAGE TYP.) LETTERS V _ g Y z f z " m z ( / RAISED 1/32' z z n $ p z z n m io v u HEIGHT OF N m M g J z N d m o ^' z -z N "' q ; . 1z LETTERING 5/8" E N ^ (A ' N a m a_ g f MIN TO2" MAX. LLJ LII m 8"MIN TOILETSEAT r 000 7r T.P.D. 7"-9" T.P.D. �c ri N 6"MAX ACCESSIBLE URINAL COVER DISPENSER ACCESSIBLE ACCESSIBLE UPPERCASE Z W ACCESSIBLE 11"MIN 16 18 MAX 42"MAX DRINKING FOUNTAIN WORKSPACE CHARACTERS LA TOE CLEAR CONTROLS TO BE CORRESPONDING Q z WALL-HUNG LAVATORY *OR T.O.COUNTER, = 0 Lu WHICHEVER IS HIGHER V ON OPEN SIDE GRADE&BRAILLE N ACCESSIBLE m W LL TOILET STALL LL RESTROOM ELEVATION DETAILS ILA2 or_0 0 - - --- -- - - - —� z - 0 PER ICC A117.1 CHAPTER 6 J > z z og a u o Lu Lna Y AN ENTRY OF 36" MINIMUM SHALL BE 15"Mi HAND SHOWER* HAND SHOWER* 36" PROVIDED(INCLUDING CONTROLS FULL WIDTH FULL WIDT STANDARD ALLOWABLE REVISION DATE REASON FOR ISSUE SHOWER DOOR IF GRAB BAR TO CONTROL AND HAND SHOWER 18" PROVIDED) 60"MIN BEGIN AT EDGE OF LOCATION - - SEAT AND NOT CONTROL WALL 6"MAX 27"MAX GRAB BAR TO EXTEND FULL WIDTH REQUIRED TO LENGTH OF WALL AND SEATAsv- i CONTROL '� EXCEED 48" NOT REQUIRED TO WALLWALL m o o z SEAT '� EXCEED 30" -- _ - - g _ z 16"MIN. WALL f *PROVIDE A HAND SHOWER WITH A HOSE 59" MIN. Eo m IN LENGTH THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD AND AS A HAND SHOWER.THE w =P 36" o ' � HAND SHOWER SHALL HAVE A CONTROL WITH A ? p ^ ---- GRAB BAR LENGTH O NON-POSITIVE SHUT-OFF FEATURE.AN ADJUSTABLE � OF WALL NOT TO Ou Z HEIGHT HAND SHOWER MOUNTED ON A VERTICAL m FULL WIDTH S ¢ L SHpWER EXCEED 30" I LL Ov m BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT SHOWER ° `d` ? 7n THE USE OF GRAB BARS. HAND SHOWER MOUNTED SEAT SEAT AN ENTRY OF 60" a f SHOWER ^^ L_ AT 45" MAX TO BOTTOM OF SLIDE BAR. MINIMUM IN WIDTH °Q SEAT °' - CONTROL WALL BACK WALL SEAT WALL SHALL BE PROVIDED(NO 60" v O SHOWER TO BE FLUSH WITH ADJACENT SHOWERHEAD/VALVE DOOR ALLOWED) SHOWER SEAT 1/2" MAX WALL TO PROVIDE CLEAR FLOOR SPACE THRESHOLD N SEAT WALL CONTROL WALL SIDE WALL M STANDARD TRANSFER SHOWER STANDARD ROLL-IN SHOWER ACCESSIBILITY SHEET SHOWER DETAILS 0 O PER ICC A117.1 SECTION 608 PERMIT SET J Y V 00 N 01 N GENERAL NOTE: SOME DETAILS ON SHEET T-0. 1 MAY NOT APPLY TO THIS PROJECT DATE PROJECT NUMBER cn 01 /20/20 193217 SHEET NUMBERY V U! O d Gl i ao CN l` m IF TOILET IS WITHIN A STALL AND FLOOR MOUNTED, 1' A PARALLEL APPROACH COMPLYING WITH COUNTER 34"MAX TO FOR ADA COMPLIANCE AT THEN 59" MIN. 56"IS FOR WALL MOUNTED TOILET IN o SECTION 305 SHALL BE PERMITTED TOA PROVIDE OUTLETS LEAST 5046 OF SHELF to STALL OR FLOOR MOUNTED TOILET NOT IN A STALL N KITCHEN SINK IN A SPACE WHERE A COOKTOP WITHIN REACH RANGE SPACE IN CABINETS SHALL REMOVABLE CABINETRY IS671JQVE"'� o OR CONVENTIONAL RANGE IS NOT PROVIDED BE WITHIN REACH RANGE TOILET ALLOWED BELOW SINK WITH /�✓ C 0 -- ALLOWABLE EQUIP.AREAURI 0 - CLEARANCE BETWEEN ALL OPPOSING BASE KITCHEN APPLIANCE NO SHARP SURFACES LAVATORY KNEE AND TOE CLEARANCE IN O CABINETS,COUNTER TOPS,APPLIANCES, OR CLEARANCES CLEARANCE OFFSET FAUCET TO COMPLY 16-18 30" WALLS WITHIN KITCHEN WORK AREAS PER ANSI WITH ANSI A117.1 SEC 309 LAVATORY -15" k RESIDENTIAL DWELLING UNITS �� ONLY. EXTEND FLOORING AND O� oACG INSULATE WATER — (WITH KNEE TO SIDE WALL BASE UNDER REMOVABLE r SUPPLY EQ EQ I CLEARANCE I WALL MOUNTED BIKE CABINETRY. CABINETRY TO HAVE w AND DRAINPIPES FINISHED END PANELS RACKS PER SPEC 30"X48"CLEAR REFR. SPEC — — FLOOR SPACE NOTHING `i TO MEET ALLOWED I I I I I NOTE: IF VANITY COUNTERTOP DRINKING - 0 ANSI A117.1 '^ I WITHIN 4 SPACE IS PROVIDED IN NON- LL SEC.804.5.6 � LLLJJJJ I I I FOUNTAINS " Y ^ TOILET ACCESSIBLE DWELLING OR SLEEPING UNITS WITHIN THE O —, I I - - MIN ,' i g z CLEARANCE �i , IA ItTIVI �•+ o ¢ o I I I SAME FACILITY, EQUIVALENT ~ i, J o I I I r ^ o — — L Q J Q VANITY COUNTERTOP SPACE IN o 545 OF BIKE RACKS TO BE ani - �� TERMS OF SIZE AND PROXIMITY ACCESSIBLE. FLOOR ? N 30 I qg" 11 16"' 30" 60"MIN 30" 30 TO THE LAVATORY SHALL ALSO BE o 2 I MOUNTED WITH CLEAR ;� 1I1 48 I - ACCESSIBLE ` r X - r p 38 NORTHWEST DAVIS, SUITE 300 �� ' l 30" PROVIDED TO ACCESSIBLE UNITS ^ FLOOR SPACE ON ONE ' ' v -- SINK WITH MIN MIN MIN CLEAR o __ z * KITCHEN SINK ~ I�-� PORTLAND, OR 97209 REFRIGERATOR _ - - - IF THERE 15 A SIDE WALL 56"OR GREATER,THEN PROVIDE z SIDE OUTSIDE KNEE&TOE CLEARANCE — BLOCKING FOR A WALL MOUNTED GRAB BAR. IF NO r T 503.245.7100 FOOTPRINT OF BIKE o _ NO CABINET ALLOWED IN_ DISHWASHER L2 - u — J WALL OR WALL IS LESS THAN 56" IN LENGTH, PROVIDE � '- OFFSET APPROACH PER A117.1ANCE 1505 5TH AVE, SUITE 300 BLOCKING FOR PULL DOWN GRAB BAR. IF SIDE WALL 15 - CENTERED APPROACH PER FHA(SEE OPTION FOR 24"TO 54' PROVIDE BOTH SIDE WALL BLOCKING AND FRONTAPPROACH ACCESSIBLE BIKE PARKING SEATTLE,WA 98101 T 206.576.1600 FORWARD APPROACH TO THE RIGHT) BLOCKING FOR PULL DOWN GRAB BAR 1014 ET BREAK ROOM DETAILS RESTROOM PLAN DETAILS MISC. PLAN DETAILS ARD ST SANFRAWISCO, CARD 94 SAN FRANCISCO, CA 94103 T 415.252.7063 - -- - PUBLIC SPACES PER ICC A117.1 SECTIONS 604, 605 &606 PUBLIC SPACES 52527063 ©ANKROM MOISAN ARCHITECTS, INC. FORWARD REACH DIAGRAMS APPROACH \ TYPICAL SYMBOLS BARRIER PREVENTS 30 SIDE REACH DIAGRAMS 20"MAX 20"-25"MAX PASSAGE OF 4" 60" SPHERE WITH ANY '� o / \ 5'-0"DIA / C \ r/ ,( PORTION WITHIN z a _ G J 4"OF FLOOR N o g Q \ / ` /4v CHANGES IN FLOOR Li CHANGES IN FLOOR 6p„ - - - `V , m LEVEL ~ LEVEL WHEELCHAIR TURN-AROUND TWO DOORS INA SERIES PIVOTING TURNING SPACE BARRIERWHEELCHAIR CLEAR FLOOR ADA-FLOOR LEVEL TRANSITIONS 11 \ SPACE&CLEAR AREA REQUIRED 10"-24"* 10" 10” BEYOND DOOR SWING rl MAX MAX MAX V Lu 3 FRONT HINGE (n o APPROACH - APPROACH - HINGE w PULL SIDE FRONT PULL SIDE APPROACH - LATCH — - APPROACH - — — — -- PULL SIDE HINGE APPROACH - Z Z \ / \ PUSH SIDE � — — — — — — -- APPROACH - PULL SIDE W 0 v PUSH SIDE — — r- — — — I F � � V Ln m 60"MIN / 1 W'MIN - Lu m \ 60"MIN '& '� Lu D N / 18"MIN 12"MIN* 36°MIN 42"MIN 12"MIN* 22"MIN 24"MIN Z Z - -- - - - - - - - - - - - - - o Lu Ln M mw ILL or_ ILL MANEUVERING CLEARANCE AT MANUAL DOORS WITH BOTH LATCH &CLOSER Lon :2 O O SWINGING DOORS ** 48" MIN. IF NO CLOSER IS PROVIDED 42" MIN. IF NO CLOSER IS PROVIDED RECESSED J Z Z DOORS_ N O PULL SIDE RECESSED RECESSED DOORS- N J Q DOORS WITHIN THE RESIDENTIAL UNIT BIFOLD DOORS WITHIN THE RESIDENTIAL SLIDING DOORS WITHIN THE FRONT = O W LATCH INTENDED FOR USER PASSAGE UNIT INTENDED FOR USER RESIDENTIAL UNIT INTENDED FOR USER POCKET OR STOP OR DOORS- PUSH SIDE WITH O O' J APPROACH HINGE LATCH PUSH SIDE CLOSER AND LATCH U APPROACH - AND >24" DEEP CLOSET PASSAGE AND>24"DEEP CLOSET PASSAGE AND>24" DEEP CLOSET C:) O U' rPUSH SIDE APPROACH APPROACH F — — — f _l \ (n CL Y � o a w O 18"MIN � w a z OREVISION DATE REASON FOR ISSUE O rn S LL I N I I N ao ao I ao 12"MIN* 4 24"MIN 22"MIN 24"MIN x x I X _. 32"MIN 32"MIN 32"MIN CUR OPENING CLR OPENING CUR OPENING -� \-- MANEUVERING CLEARANCE AT SLIDING & FOLDING DOORS MANEUVERING CLEARANCE AT RECESSED DOORS ACCESSIBLE TOILET STALL CLEAR APPROACH FRONT PARTITION REFER TO ACCESSIBLE ROUTE GENERAL NOTES: MINIMUM STALL 1.THE SPACE BETWEEN THE GRAB BAR AND DIMENSIONS PER PROJECTING OBJECTS BELOW AND ATTHE ENDS OF 1 C A117.1 36m MIN THE GRAB BAR SHALL BE 1 1/2" MIN.THE SPACE SECTION 604.9.2 N BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12" MIN. 32"MIN L4-MAX OR 56"MIN ACCESSIBILITY SHEET b 2.OPERABLE PARTS SHALL BE OPERATED WITH ONE u HAND AND SHALL NOT REQUIRE TIGHT GRASPING, v o PINCHING, OR TWISTING OF THE WRIST.THE FORCE 36"MIN REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE z 5.0 POUNDS(22.2 N)MAXIMUM. f CLEAR DIMENSIONS PERMIT SET 3.THESE PICTOGRAPHS DO NOT DESCRIBE ALL 0 CONDITIONS WHICH MAY BE ENCOUNTERED IN THE MEASURED AT TRIM OR m FIELD. VERIFY QUESTIONS WITH ARCHITECT OTHER ITEMS THAT m - RESTRICT CLEARANCE 0 ry DATE PROJECT NUM BER BUILDING CLEARANCE_ S LEGEND oli2oi2o 193217 SHEET NUMBERY ° PER ICC A117.1 CHAPTER 4--ALL DETAILS MAY NOT APPLY TO THIS PROJECT a GENERAL NOTE: SOME DETAILS ON SHEET T-0.2 MAY NOT APPLY TO THIS PROJECT V _. LIFE SAFETY SUMMARY a o6 --- ---._.__. --- ---- "----- 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3), THE LENGTH OF A COMMON PATH OF EGRESS NMEN'S RR TRAVEL SHALL NOT EXCEED THE COMMON PATH OF EGRESS TRAVEL DISTANCES IN TABLE 1014.3 �# TABLE 1014.3 0 " n • 08 amps! OFFICE COMMON PATH OF EGRESS TRAVEL � �0� - LEI 'C Rl STORAGE WITHOUT SPRINKLER SYSTEM OF O(FEET)SUPPLY OCCUPANCY - - WITH SPRINKLER OCCUPANTLOAD -- 109 SYSTEM(FEET) <_30 >30 ...... .. OCCCLAS SQUARE _.PIT \ J B 325 B S(D) 10075 100(A) % OLF OCC LOADI \ __. -_ _- _. _ -300 2 ; v , A(C) 75 75 75(A,B) w FOR SI: 1 FOOT+304.8mm WOMEN'S --- —___ __ (A) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE �.� J WITH SECTION 903.3.1.1 38 NORTHWEST DAVIS, .� " �� (B)BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE PORTLAND, OR 9 209 SUITE 300 0 v x �. � �� " �`� ' � � �� � WITH SECTION 903.3.1.1 OR 903.3.1.2. SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC T 503.245.7100 i � f SPRINKLER SYSTEMSARE PERMITTED WITH SECTION 903.1.2. j I .>\ 1505 5TH AVE, SUITE 300 (C)FOR A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES HAVING FIXED SEATING, SEE SECTION SEATTLE,WA 98101 Li I—, \ 1028.8. T 206.576.1600 r (D)THE LENGTH OFA COMMON PATH OF EGRESS TRAVEL IN GROUP S-2 OPEN PARKING GARAGE SHALL 1014 HOWARD STREET ` NOT BE MORE THAN 100 FEET(30,480mm). SAN FRANCISCO, CA 94103 ,X /OFFICE 7415.252.7063 — 111 COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 3T-0" ©ANKROM MOISAN ARCHITECTS, INC. I � I I \' fOCC CLAS SQUARE (E) BREAK I / / i OLE oCc�oAD 2. EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1016.2 L ROOM v^ 150- .L 2 : �I^ 106 w w l I I u V oc j assn 292 F�i: oI F BULL PEN / / TABLE 1016.2 15 Occ20 tz o 25,X20' EXIT ACCESS TRAVEL DISTANCE o > occ cussspunRE OCCUPANCY WITHOUT SPRINKLER SYSTEM WITH SPRINKLER g I 0I~ ( oLF oC4CALOAD (FEET) SYSTEM (FEET) 1 150 1 - - - - - A, E F-1, M, R, S-1 I 200 250(B) B 200 -� 300(C) (A)SEETHE FOLLOWING SECTIONS FOR MODIFICATIONS TO EXIT ACCESS TRAVEL DISTANCE I REQUIREMENTS: U / SERVER �. (B)BUILDINGS EQUIPPED WITH AN AUTOMA TIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION W LO \ OFFICE 903.3.1.1.OR 903.3.1.2. SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS / 105 113 ARE PERMITTED WITH SECTION 903.3.1.2. N �- --- -- (C) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE W d Boc3Lono - - - - - - - ns SWnRE ( WITH SECTION 903.3.1.1 r - - - CCCc DCC CLAS SQUARE - - - - - - - — - - - - B _ 176 z B 150 «02 AD I L ___ _j COMPLIANCE: MAXIMUM TRAVEL DISTANCE- 103'-0" — 300 1 � W J _ U 3. EXIT OR EXIT ACCESS DOORWAYS(SECTION 1015.1)TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY L m SPACE SHALL BE PROVIDED IF THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50(SEE TABLE 1015.1) Ln w N OFFICE n _ COMPLIANCE. EXIT DOORS REQUIRED- 2 N _ COMPLIANCE: EXITDOORS PROVIDED- 2 z Z F - LU tA,04 / �- ] rn 4. TWO EXITS OR EXIT ACCESS DOORWAYS(SECTION 1015.2.1, EXCEPTION 2) WHERE A Q Z oc rBlasssQ151El BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE In O w OLF occ LOAD �� / (D U 1 SO 2 �O WITH SECTION 903.3.1.1 OR 903.3.1.2,THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS :Dw o�P LL OFFICE DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL m Of LL J� DIMENSION OF THE AREA SERVED. V 0 O LG. CONF. / 1,a J Z l7 J -- COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 33'-5" > Z � - occ cuss SQUARE Fr OCC CLASSs SQUARE B 224 COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 64'-0" Ln B CD _ 278 Z!. OLE O(C LOAn O w 15 �OC L AD ti� _ w Z 150 2 FIRE & LIFE SAFETY PLAN NOTES u J A'` In a Y X i� } MEANS OF EGRESS, INCLUDING EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE / IS SERVED BY THE MEANS OF EGRESS OCCUPIED. a FIRE & LIFE SAFETY PLAN LEGEND REVISION DATE REASON FOR ISSUE SM. CONF. ROOM SUMMARY TAG. OCCUPANCY TYPE IS DETERMINED IN ACCORDANCE TO - 103 WAITING / occ c ASSSCJUARE CHAPTER 3 OF 2019 O.S.S.C. USE AND OCCUPANCY CLASSIFICATION. A BUILDING 100 BF oC C XOAD OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF occ CLAS SQUARE �' I Y =X/Y LESS THAN 50 PERSONS OR AREA LESS THAN 750 SQ FT SHALL BE CLASSIFIED AS LB3 177 �'. 'll OCC CLASS SQUARE oLF occ Lono .B_ 72_ / AN ACCESSORY TO THE PRIMARY OCCUPANCY OF THAT BUILDING, IN 15 12 OLE occ Loao� ACCORDANCE TO SECTION 303.1.1. i 150 1 - PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY _ - _ _ _ _ _ FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OFA POWER FAILURE,THE b ` _ EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT,OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2019 O.S.S.C. SECTION 2702, PER V � 2019 O.S.S.C. SECTION 1006 FEC N ® EXIT LIGHTAC WITH BATTERY BACK-UP, DIRECTIONAL ARROW UNITS WHERE LINE OFSIGHTTO NEAREST EXIT IS OBSCURED OFFICE LEVEL EGRESS 102 FEC FE PLAN u OFFICE FIRE EXTINGUISHER CABINET/WALL MOUNTED FIRE EXTINGUISHER OCC Class SQUARE Ff 101 B 236 0OLF OCC LOAD — 150 2 lQCCCLssSQUARE WHEELCHAIR SPACE/WHEELCHAIR CLEAR AREA c `i DUE OCC L - J PERMIT SET 150 Y ( ) 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA u m Q1 d EXISTING WALL N DATE PROJECT NUMBER 01 /20/20 193217 ® NEW TENANT PARTITION WALL. SEE FLOOR PLAN FOR CONSTRUCTION TYPE. uSHEET NUMBER Ul 1 LEVEL 1 EGRESS PLAN0 ------- MAXIMUM TRAVEL DISTANCE I 1 w 1/4"= 1'-0" PROJECT - - COMMON PATH OF TRAVEL ii a. a. 11111 El m 1 0 0 2-04 2-11 2-02 - II - II -----.- - 2-03 2-01 L I -yf\ II [�� DEMOLITION GENERAL NOTES 11. PARTITIONS, DOORS, RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 2. REMOVE ALL POWER SIGNAL, SWITCHING &OTHER PERTINENT ITEMS FROM WALLS TO BE C�V 2-06 I DEMOLISHED. lAfItTM F I I 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK. PREP TO RECEIVE NEW FLOOR z-03 I I III FINISHES AS INDICATED ON FINISH PLAN. 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT DEMOLITION TO AVOID / DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE. CEASE OPERATION AND NOTIFY OWNER 38 NORTHWEST DAVIS, SUITE 300 / 2-03 2-01 2-06 PORTLAND, OR 97209 IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. 2-02 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD T 503.245.7100 L _ 2 11 CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL fi CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR 1505 5TH AVE, SUITE 300 --- --- I SEATTLE,WA 98101 CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION T 206.576.1600 _ I BEING REJECTED BY TENANT OR ARCHITECT. 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. 1014 HOWARD STREET W Y L� COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. SAN FRANCISCO, CA 94103 F — — -� 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICALAND PLUMBING FEEDS.WHERE T 415.252.7063 ,Y POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ORIGINATION. \ REMOVE CONDUITS WHERE POSSIBLE. ©ANKROM MOISAN ARCHITECTS, INC. 2-05 8. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION.THE CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY,TO BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION. PATCH/REPAIR ' 2-06 EXISTING SHEET ROCK AT AREAS OF DEMOLITION. k; j. 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND 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 W RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND m I DUST. O 2-06 Ln I r-ti \ L/ KEYNOTE LEGEND w Lil OI I 2-01 DEMO EXISTING CASEWORK. DO NOT SALVAGE. Z 2-02 CONTRACTOR TO VERIFY EXISTING FLOORING MATERIAL AT SERVER ROOM. DEMO CARPET V) IF EXISTING.UNFINISHED CONCRETE TO REMAIN. W 2-02 I I R 2-03 DEMO EXISTING PLUMBING FIXTURE, CAP AS REQUIRED BY CODE. DO NOT SALVAGE. f7 �J II 2-04 DEMO RESTROOM PARTITIONS.DO NOT SALVAGE. Z Z I In \ 2-05 DEMO ALL WOOD BASE THROUGHOUT SUITE. DO NOT SALVAGE. W 0 2-06 DEMO WOOD DOOR AND WOOD FRAMErFRIM AROUND DOOR&RELITE.DO NOT SALVAGE. U J -- — — — - — ___ 2-07 DEMO EXISTING DOOR AND FRAME/TRIM, RELOCATE WITHIN SUITE IF POSSIBLE.SALVAGE m — — — — 1F - - -- - FOR BUILDING STOCK IF NOT NEEDED IN THIS SUITE. Ln 2-08 DEMO EXISTING RELITE AND FRAME/TRIM, RELOCATE WITHIN SUITE IF POSSIBLE.SALVAGE W w (y) 1FOR BUILDING STOCK IF NOT NEEDED IN THIS SUITE. 7 Z I I I 2-09 EXISTING DOOR AND FRAME/TRIM TO REMAIN, PROTECT FROM DAMAGE. w 7- — _ T_T 2-10 EXISTING RELITE AND FRAME/TRIM TO REMAIN,PROTECT FROM DAMAGE. (n > I FT 2 O8 I IIII r 2-11 EXISTING WAINSCOT TO REMAIN, PROTECT FROM DAMAGE. Ln 0 Lu U i m LL Lu LL I " 2-06 Vl w O Lul) Q Vl I O J Q Lu - - - - - - - - - -11 U ro Or O 0 Y 2O9 207 DEMOLITION PLAN LEGEND II EXISTING WALL I i _ REVISION DATE REASON FOR ISSUE 2-10 2-08 WALL OR ITEM REMOVED j GLASS RELITE ..- — — — — — — — — — — — KEYNOTE 161 J — — — — — — — — — — — w Tl m N I II LEVEL 1 DEMOLITION II PLAN II ° II PERMIT SET m II II FOR REFERENCE ONLY - y DATE PROJECT NUMBER 01 /20/20 193217 SHEET NUMBER LEVEL 1 DEMOLITION PLAN FILED UNDER SEPARATE PERMIT 1 114" = V-0" PROJECT ' ii TMP ,a"MIN. z z N N FLOOR PLAN SYMBOLS HARDWARE GROUPS MENS RR � c�v 108 T-6.0s 2 4 u EXISTING WALL GROUP 1 - INTERIOR PASSAGE DVOREDON 3-15 O STORAGE q N (�)L NEW HARDWARE TO MATCH BUILDING STANDARD 3-22 310 3 T-6.0 SUPPLY OFFICE NEW INSULATED PARTITION WALL1 LEVERSET-"PASSAGE"TYPEOFoU��' 109 N 110 TO CEILING GRID A T-7.0 WALL STOP cccc.... v DD N+44" 3-02 SILENCER oN+44, 3-11 NEW INSULATED PARTITION WALL TO GO ) C� RE-USE(E)HINGES 6"ABOVE CEILING GRID = T - � GROUP 2-INTERIOR LOCKING-PRIVACY LOCK NEW HARDWARE TO MATCH BUILDING STANDARD 3-20 T-0" N D 3-21 p o NEW WALL TO STRUCTURE LEVER SET-"PRIVACY" LOCK W/INDICATOR LL D D CLR T-7.0 CLOSER 3-08 KICKPLATE NEW PARTIAL HEIGHT WALL 3-15 I I WALL STOP � � � • 3-22 /� \ ---- _ 308 L1 4" 5'-4" A 4 GASKETING 12'-4" CONTRACTOR TO SITE VERIFY TO ALIGN WOMEN'S TOP OF WALL WITH WORKSTATIONS �J T-7.0 RE-USE(E)HINGES RR 3 10 3-09 3-21 l'-0"\ ALIGN A N 3-16 38 NORTHWEST DAVIS, SUITE 300 107 \ -.f N A GLASS RELITE PORTLAND, OR 97209 — ROOM HARDWARE NOTES T 503.245.7100 OND - - ROOM TAG 1505 5TH AVE,SUITE 300 _ _ _ 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR STATING:'THIS _ � - NA ND �W REF. I I N N 5 SEATTLE,WA 98101 " - I I T_7 0 101 DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" A T 206.576.1600 -- RS ARE OPERABLE 3-17 3-03 3-12 1 '' 3-OS r KEYNOTE 1-0, 2. KXEI1T DO O AL KNOWLEDGE OR FOORCE.E INSIDE WITHOUT THE USE OFA 1014 HOWARD STREET SAN FRANCISCO, CA 94103 3-08 T 415.252.7063 3. ALL HARDWARE IS ADA COMPLIANT. T-6.0 WALL TYPE ©ANKROM MOISAN ARCHITECTS, INC. )(E) BREAK I N I 3-2t OFFICE 4. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS,IF ROOM 5'_p" ? 111 N DUPLEX RECEPTACLE APPLICABLE. 106 CLR u' 3-„ E 4-PLEX RECEPTACLE F__ DOOR AND FRAME NOTES. Q N 3-10 3-06 1N 1. SALVAGED DOORS TO BE REUSED AS NEEDED. j VOICE/DATA OUTLET 3'21 BULLPEN ",* I 0 2. ALL DOORS&RELITES THROUGHOUT SUITE TO BE BLACK TIMELY 25'X20' I FRAMES. w ALIGN TO MULLION 112 3-13 N N FIRE EXTINGUISHER CABINET FEC VARIES V RIES,REFER TO PLAN O I N I U No I ABBREVIATIONS E EXISTINGz= e e NN NEW� II RL RELOCATED 0 �F� <+44" MOUNTING HEIGHT A.F.F.TO CENTERLINE z \ V O N D DEDICATED z� 3-07 N zu", 3 z, SERVER �N J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E, OFF3CE KEYNOTE LEGEND _ z z A 3-01 PROPOSED LOGO WALL,PREP SURFACE TO BE LEVEL 5 FINISH. uj I 105 3-21 3-02 EXISTING COLUMN TO REMAIN. FIELD VERIFY EXACT LOCATION. U ALIGN 23'-g" q 3-03 PROVIDE BUILDING STANDARD ADA COMPLIANT DISHWASHER,SPEC: UNDER-COUNTER DISHWASHER. BOSCH,300 SERIES,SGE53XSSUC, FINISH: � m Lo - - STAINLESS STEEL. (n VERIFYW/TENANT A N ALIGN 1'-0" 2'-0" " " 3-05 INSTALL WATERLIN E WITH SH UT-OFF FOR TENANT PROVIDED REFRIGERATOR. W (Yl 3-06 CONTRACTOR TO VERIFY EXISTING ELECTRICAL PANELS MEETS TENANTS REQUIREMENTS. W N OFFICE �� 3-08 3-16 -- v 3-07 CONTRACTOR TO VERIFY W/TENANT IF LOCKING DOOR HARDWARE AND 24/7 COOLING SYSTEM IS REQUIRED IN SERVER ROOM. �_ Z W 5'-4" 1'-4" 3-08 NEW OR RELOCATED BUILDING STANDARD DOOR&FRAME W/ADA COMPLIANT LEVER.REFER TO GROUP 1 FOR HARDWARE. (n > 4N 104 N 3 21 " 3-09 NEW BUILDING STANDARD RESTROOM DOOR&FRAME W/ADA COMPLIANT LEVER. REFER TO GROUP 2 FOR HARDWARE. Q Z W N 3-10 EXISTING WAINSCOTING TO REMAIN AS IS. m Ln 0 V W LL N 3-11 NEW WING WALL TO UNDERSIDE OF GYP.CEILING. - - m LL A 3-12 PROVIDE AND INSTALL OWNER SELECTED ADA STAINLESS STEEL COUNTER MOUNT SINK WITH FAUCET. INSTALL DISPOSAL AT SINK W/ADA V) O O CLEARANCE. Z N f N LG. CON F. N'66" OFFICE 3-13 NEW PARTIAL HEIGHT WALL TO ALIGN WITH WORKSTATION WALL HEIGHT.CONTRACTOR TO FIELD VERIFY LOCATION WITH TENANT. 3-14 N+66" �N 114 3-14 CONTRACTOR TO PROVIDE BACKING AS REQUIRED FOR WALL MOUNTED MONITOR.VERIFY LOCATION WITH TENANT. O >� Q l/1 3-15 CONTRACTOR TO ADD VERTICAL GRAB BARS AND ASSOCIATED BLOCKING TO MEET ADA REQUIREMENTS. _ _ = 0 � W 3-16 VERIFY WITH TENANT IF NEW LOCKING DOOR HARDWARE IS REQUIRED. � o J N 3 18 3-17 LOWER CABINET PULL-OUT WASTE&RECYCLE BINS. CJ 0 Y C 3-18 CONTRACTOR TO PROVIDE DOUBLE SHEETROCK FOR SOUND ATTENUATION. �p 1'-4" T-4" N N 3-19 CONTRACTOR TO PROVIDE CLEAR CAULKING ALONG MULLION. 1 ALIGN 3-19 3-20 CONTRACTOR TO FIELD VERIFY THAT COLUMN IS NOT INTERFERING WITH ADA COMPLIANT GRAB BARS. I 3-08 °-- - 3-21 NEW RELITE,VERIFY DIMENSIONS W/TENANT. - - REVISION DATE REASON FOR ISSUE 3-22 PROVIDE AND INSTALL OWNER SELECTED ADA STAINLESS STEEL COUNTER MOUNT SINK WITH FAUCET. I N A 5 SM. CONF. T-7.0 103 WAITING ALIGN F 100 FLOOR PLAN GENERAL NOTES >N N 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. �" 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT COMPLETION OF A ACONSTRUCTION. c N N N / 5' 4" j'-4k P_6" 1'-0" ALIGN 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI STANDARDS. APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT'OR EQUIV.)PRIOR TO FINAL JL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. cdb 4. ALL POWER/DATA TERMINATIONS ARE NEW UNLESS DENOTED AS EXISTING. IF THERE IS EXISTING vmi N 3-213-01 POWER AND/OR VOICE/DATA RECEPTACLE(S)WITHIN 2'-0"OF NEW LOCATION, NEW POWER AND/OR O \ VOICE/DATA IS NOT NEEDED. REUSE EXISTING ELECTRICAL WHERE POSSIBLE THROUGHOUT. PROVIDE o \- FEC NEW WHERE REQUIRED.CONTRACTOR TO FILL-IN/PATCH UNUSED CORE DRILLS IN FLOOR. LEVEL 1 FLOOR PLAN N N u �Q OFFICE N A 102 OFFICE N 101 J _ 20'-3" N PERMIT SET 1 UY N N N l u caO N DATE PROJECT NUMBER 5 01/20/20 193217 Ta.oSHEET NUMBER 1 LEVEL 1 FLOOR PLAN 1/4" = 1'-0" PROJECT V a m m m i 0 o II N 4-04 r I I r J r 11 r -I r 11 III III III III DEMO REFLECTED CEILING PLAN SYMBOLS ! ! ! I I I 14 I 'I I I 4 03 -rl I/ / �! �I 11 �J L__ll I I L�J L�J r , LuJ EXISTING GRID AND TILES TO REMAIN 1 ; 110 111 !I , II / 11 _.I REMOVED LIGHT FIXTURE — I 4-07 0 _ RECESSED CAN LIGHT FIXTURE v — C 4-04 38 NORTHWEST DAVIS, SUITE 300 i 4-OS -- GYP BOARD CEILING/SOFFIT PORTLAND, OR 97209 T 503.245.7100 n 406 AREA NOT IN SCOPE 1505 5TH AVE, SUITE 300 —I 4-01 SEATTLE,WA 98101 T 206.576.1600 r 11 EXIT LIGHT AC WITH BATTERY BACKUP AND DIRECTIONAL ARROW. UNITS 4-02 I , /I III WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. ® 1014 HOWARD STREET SAN FRANCISCO, CA 94103 Ill I ! I Ill Ill III Ill I T 415.252.7063 EXHAUST FAN ©ANKROM MOISAN ARCHITECTS, INC. Yli LuJ L� � 1F) ABBREVIATIONS r �'l i E EXISTING ! / N NEW I RL RELOCATED LA TIT r�� r, r�, rr I v Al ) I I I I I I I I I I II it 111I 111 I III I / / l 111 - II KEYNOTE LEGEND I I !V II II ' IV II I I I I L�J LuJ LL-11 _ LuJ LLJ Lu ( 4-02 EXISTING SOFFIT TO REMAIN. PROTECT FROM DAMAGE. CONTRACTOR TO VERIFY CAN �1 LIGHTS ARE OPERABLE. SITE VERIFY FOR LOCATION. 4-03 DEMO EXISTING HEADER,SITE VERIFY FOR EXACT LOCATION. 4-04 EXISTING EXHAUST FAN TO REMAIN,PROTECT FROM DAMAGE. 4-05 DEMO EXISTING GYP.CEILING, PREP FOR NEW CEILING GRID TO MATCH EXISTING r -1 0Ir�11 Ir 11 Ir 11 Ir�� r- 11 11 SUITE.REFER TO RCP FOR NEW LIGHTING. I� / II I 11 /I I 4-07 DEMO HEADER AND EXISTING LIGHTING IN 107&108 RESTROOMS.CONTRACTOR TO U I I I I I I ( INSTALL NEW CAN LIGHT FIXTURES. w - - - Ili III Ill Ill Ili III � — II I III III III III II I V II V V II IV II IV II ( W Lu Lu L _'1 LuJ Lu LuJ 1 O Z _z W UJ — - - �� - - - - - - - - - - �1 l/1 m O _ a i � II o DEMO REFLECTED CEILING PLANS W N z 0 II z z rn l ► I 1 II- IE - - --- --------- GENERAL NOTES r r r�I -T--- L - Ln > z� o w / I I I I / ! III I III II III III 1 1. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. V 11 / I 11 / I I III 1 11 �I II III II III II IN II 2 DO NOT SALVAGE LIGHT FIXTURES TO BE REMOVED U.N.O. m W � I I I'y/ I I j 3. SALVAGE REMOVED CEILING TILES IN GOOD CONDITION FOR BUILDING STOCK. (J) O —LuJ U EJ V� �1- ��� LLAQj I J z ❑O ! I F-I (i11 II i1! J z z ill Ill 0 v) Q vi 0 o _ _ _ _ _ _ _ _ _ Illl 11 / l Il / l ; CD w 2 r - - - -- - - - I 4-09 1 1 l l j om - (�j- V I V I ' n r, IJ _ L _.. LuJ LuJ I ��/� CD O V ! ! Ln a Y I I col H I I II L� - -- - = REVISION' DATE REASON FOR ISSUE �, L r�1 rte, r, � -- -_ ---I- -- Ii II III I I I! Ii Iii - LSI ILJI II �l ��JI II E 1I - - - - _ _ _ - - - - - - - - � - - - - - - - - E L 1 LO-1 E LOl c 4.01 J Y — — —.. II /If -l< /ll -- I I —A II l 11 II l 11 m III II III II I I j ----------- LEVEL 1 DEMO II Ii II Ii ! II / i II Ii REFLECTED CEILING III III I I IIII III I a I i IIII V PLAN I'LJ I PERMIT SET Y m II Ln _ II ONLY - DATE PROJECT NUMBERm .__ . 1=._ FOR R 01 /20/20 193217 Pi VSHEET NUMBER LEVEL 1 DEMO REFLECTED CEILING PLAN FILED UNDER SEPARATE PERMIT i 1 - 1/4" - 1'-0" PROJECT V CL CL a Cnm m V A ' O N N N ( O Lal ® Q REFLECTED CEILING PLAN SYMBOLS0F0�� I , a z z z Z Z z z I LNEW 2X4 ITHONIA LIGHT FIXTURE IT ON ALIGHT NB G T4(SBC BUILDING STANDARD). " ._ II 9 I NEW 2X2 LED LAY-IN LIGHT FIXTURE � p EQ ` 4'-10" -10„ � EQ' LITHONIA LIGHTING 2BLT. IA ItTM w N N S os EXISTING GRID AND TILES TO REMAIN A Lc' os ® ' NEW RECESSED CAN LIGHT FIXTURE LRHTHWEST DAVIS,SUITE 300 Z z ND, OR 97209 a 6" RECESSED LED DOWNLIGHT-LITHONIA LIGHTING LDN6-35-20- N w ---► L06-WR-LSS-120, OWNER TO APPROVE PRIOR TO ORDERING. 45.7100 o H AVE,SUITE 300 GYP BOARD CEILING/SOFFIT E,WA 98101 z zz576.1600OPEN TO STRUCTURE �� OWARD STREET NCISCO, CA 94103 52.7063OM MOISAN ARCHITECTS, INC. AREA NOT IN SCOPE o, LIGHT FIXTURE WITH NIGHT LIGHT/EMERGENCY CIRCUIT EM €(' z z Z Z Z �.. EXIT LIGHT AC WITH BATTERY BACKUP AND DIRECTIONAL ARROW. UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. 0 /Z /Z /Z vz EXISTING EXHAUST FAN i 1 ABBREVIATIONS E EXISTING N NEW z z z RL RELOCATED r � U Lu oLu Lu KEYNOTE LEGENDLu O 5-01 EXISTING SOFFIT TO REMAIN. PROTECT FROM DAMAGE. CONTRACTOR Z r d U ❑ - — 7 TO VERIFY CAN LIGHTS ARE OPERABLE.SITE VERIFY FOR LOCATION. Z LNN 5-02 ADD ACT GRID END TRIM ON EACH SIDE OF NEW WALUSECURE AS t _, Q Z Z Z Z Z Z z REQUIRED. V -— — - l/1 m O w N LL m � z lel zz — w Ln > z os D N O w LL REFLECTED CEILING PLAN GENERAL NOTES 0° m w LL F/z z 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. J O - - 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. J Z Z 3. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. 5-02 O N S 4. UPGRADING OF EXISTING CEILINGS(2014 OSSC SECTION 1613.1) J Q Y a s 5. RELOCATE OR DEMO EXISTING LOUDSPEAKERS, SMOKE DETECTORS,AND MOTION DETECTORS AS O ~ Lu Lu - --- _ vz /Z /Z /Z /Zos ;T) Z Z z z z z NECESSARY. CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING OWNER AND TENANT PRIOR UO O TO DEMOLITION. r d Y 6. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. FOLLOW j NECESSARY CODES AND REGULATIONS. 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. ( z Z 8. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT COMPLETION OF a- CONSTRUCTION. REVISION DATE REASON FOR ISSUE 9. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. ( 10. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. 11. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS EXTENDING j TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS.) 12. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 13. THEM INIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 OF AN INCH. z z z Z Z ,i i - - os os J � N 04 __- LEVEL 1 REFLECTED I v : CEILING PLAN Z Z Z I PERMIT SET /Z O L _._. " ` DATE PROJECT NUMBER N _. ___- - - --- . .-_-...� _.._ ._. - --- 01 /20/20 193217 SHEIFT NUMBERv a- 0 w LEVEL 1 REFLECTED CEILING PLAN 1/4"= 1'-0" PROJECT iu D AR m �• O G ~ 6 �+ LL LL z o T-7.2 8'-11" 3'-0" � oI' O�� ---- o0 " (6)EQ. V.I.F. CLR. PL-1: END PANEL. PL-1: PLASTIC LAMINATE,VERTICAL SURFACES. IA ItTM TENANT PROVIDED REFRIGERATOR PL-2: PLASTIC LAMINATE, HORIZONTAL / , ! • • 4 TYP. D 2 3 SURFACES&4" BACK SPLASH. < PL-3: PLASTIC LAMINATE, HORIZONTAL o T-7.2 SURFACES&4" BACK SPLASH. T-7 2 LRHTHWEST DAVIS,SUITE 300 PL 1: PLASTIC LAMINATE,VERTICAL - -- ND, OR 97209 J PL-3: PLASTIC LAMINATE,VERTICAL SURFACES. a \ 45.7100 SURFACE TO HIDE PLUMBING. REFER _ -J LL TO DETAIL. PL-1: END PANEL. w o O _� __ H AVE,SUITE 300 E,WA 98101 BUILDING STANDARD ADA COMPLIANTUNDER-COUNTER DISHWASHER, 576.1600BUILDING STANDARD LOWER CABINETWARD STREET PULL-OUT WASTE& RECYCLE BINS 4'-6" NCISCO, CA 94103 1'-6" 2 -0" 3'-0"CLR. 2'-4" - / - ` 52.7063B-1: RUBBER BASE. VEY.W/MFG VFY.W/MFG. ADA (2)EQ ADA TOE KICK ATTACHED OM MOISAN ARCHITECTS, INC. 1 - 2 TYPICAL RESTROOM BREAK ROOM NORTH ELEVATION 3/8" = V-0" 11'-3" U - / PL-2: PLASTIC LAMINATE, HORIZONTAL Lu / -- SURFACES&4" BACK SPLASH. F__ CLR. 3 V.I.F. PL-2: PLASTIC LAMINATE, HORIZONTAL 3 �/ SURFACES&4" BACK SPLASH, L.L T-7.2 T 7.2 PL-1: PLASTIC LAMINATE,VERTICAL W PL-1: PLASTIC LAMINATE,VERTICAL SURFACES. SURFACES. Z z 0 o PL-1: END PANEL. o PL-1: END PANEL. W Q _ U o N B-1: RUBBER BASE. _ B-1: RUBBER BASE. __ L_ _ J_ _ V) m M W D N (4)EQ.V.I.F. (8)EQ.V.I.F. Z t\ /1 W L > 1 STORAGE SUPPLY - WEST ELEVATION STORAGE SUPPLY - NORTH ELEVATION m ? o Lu u 3 LL U 3/8"= 1'-0" 3/8" = 1'-0" O LL O J z o Jo z z CD < < U oLLJ V) C:) a Y REVISION DATE REASON FOR ISSUE C n N ELEVATIONS Y C Ul U d u_ 0 O PERMIT SET J Y U m O N DATE PROJECT NUMBER 01 /20/20 193217 V �SHEET NUMBER U! O CL d K U � � a m t, fO (E)STRUCTURE (E)STRUCTURE / TRIM FLANGE, BEND WEB AND FASTEN TO y5� NSTRUCTURE W/(2)#12 WOOD SCREWS CL V ( t 04 TRIM FLANGE, BEND WEB AND - TRIM FLANGE, BEND WEB AND 2 N FASTEN TO STRUCTURE W/ FASTEN TO STRUCTURE W/ (E)STRUCTURE , GYP BD CORNER BEAD,TYP • • (2)#12 WOOD SCREWS - (2)#12 WOOD SCREWS 1/2"ACOUSTICAL SEALANTJOINT,TYP EA CONTINUOUS BLOCKING tJ�j, OI \ \ SIDE. USE FIRE SEALANTAT RATED WALL. I- 3625125-18 LATERAL BRACE,4'-0"O.C. 1/8"x 2 1/2"x 8"STEEL PLATE WELDED TO 9 �F ����+ J-MOLD EDGE, CONT TUBE STEEL POST. SECURE TO BLOCKING WITH ALTERNATING DIRECTIONS PER LATERAL (4)SCREWS PER PLATE 3625125-18 LATERAL BRACE,4'-0"O.C. 18 GA LONG LEG DEFLECTION TRACK SET IN(2) ALTERNATING DIRECTIONS PER LATERAL - BRACING DETAIL. NT BEADS. BRACING DETAIL TO TOP TRACK O 6 S.M.S. FASTEN BRADY SYSTEMS'US OSLIPTIRACK STOP TRACK o TRIM FLANGE BEND WEB AND W 2 # ACCEPTABLE ALTERNATIVE. MTL STUD TOP RUNNER _ SOUND BATT INSULATION EXTENDING o t \ o ENDING GYPSUM BOARD, ONE LAYER EACH SIDE SOUND BATT INSULATION EXT MINERAL FIBER INSULATION 4'-0"OF EACH SIDE OF WALL z 4'-0"OF EACH SIDE OF WALL STOP STUDS SHORT OF TRACK TO ALLOW p 7d 2 1/2"x 21/2"x 1/8"STEEL TUBE POST AT FOR DEFLECTION PARTITION END AND INTERMEDIATES NOT TO SUSPENDED ACOUSTICAL CEILING SYSTEM LL 3 EXCEED 5'-0"OC — IA ItTM SUSPENDED ACOUSTICAL CEILING SYSTEM DO NOT SCREW STUDS TO TOP TRACK TO v • • • NEOPRENE FOAM TAPE, CONTINUOUS p � J ALLOW FOR DEFLECTION METAL STUDS, SEE MTL STUD SCHEDULE GYP BD CASING BEAD 2 INCH CLOSURE ANGLE,OR APPROVED 3 S" ALTERNATE SUSPENDED CEILING SYSTEM FOR GAGE,SPACING,AND HEIGHT. TRIM FLANGE, BEND WEB AND FASTEN WALL TO EXTEND 6" MIN ABOVE 2 INCH CLOSURE ANGLE, OR APPROVED = LRHTHWEST DAVIS,SUITE 300 TO TOP TRACK W(2)#6 S.M.S.THRU SUSPENDED CEILING. ALTERNATE (2)5/8" DIA EXP STUD OR BOLT ND, OR 97209 NEOPRENE FOAM TAPE �¢ 45.7100 GYPSUM BOARD,ONE LAYER EACH SIDE GYPSUM BOARD,TWO LAYERS EACH SIDE (1)LAYER 5/8"GYPSUM BOARD ON EACH 3/8"x 2 EEL x T STEEL PLATE WELDED TO SIDE OF STUD TUBE STEEL BOTTOM POST H AVE,SUITE 300 -- SOUND BATT INSULATION,WHERE NOTED SOUND BATT INSULATION SOUND BATT INSULATION BASE PER SCHEDULE E,WA 98101 ----- ---- - METAL STUDS,SEE MTL. STUD SCHEDULE 576.1600 FOR GAGE, SPACING,AND HEIGHT. METAL STUDS,SEE MTL STUD SCHEDULE METAL STUDS,SEE MTL. STUD SCHEDULE FOR GAGE, SPACING,AND HEIGHT. FOR GAGE, SPACING,AND HEIGHT. \ MTL STUD RUNNER AT FLOOR WARD STREET 0.157 HILTI XU POWDER ACTUATED DRIVE PIN 0.157 HILTI XU POWDER ACTUATED DRIVE PIN NCISCO, CA 94103 11/4"EMBEDMENT AT4FEETO.C. INTODECK 11/4" EMBEDMENT AT4FEETO.C. INTODECK 0.157 HILT[XU POWDER ACTUATED 52.7063DRIVE PIN 1 1/4" EMBEDMENTAT4ACOUSTICAL SEALANT AT FLOOR SLAB / OM MOISAN ARCHITECTS, INC. - ACOUSTICAL SEALANT AT FLOOR SLAB � FEET O.C. INTO DECK STC RATING 45-49 - ACOUSTICAL SEALANT AT FLOOR SLAB WITH INSULATION 1 TI - WALL - TYPE A - TO GRID TI - WALL - TYPE C - THROUGH GRID TI - WALL - TYPE D - NOT RATED43" WALL - TYPE E - PARTIAL HT. 1 112"= V-0" 2 1 1/2" = l'-0" 1 1/2" = l'-0" = V-0" METAL STUD TABLE-MAX WALL HEIGHT U240 MAX WALL HEIGHT STUD GAGE STUD DESIGNATION SPACING NON-COMPOSITE COMPOSITE BRACED AT 48" OC SIZE 2 1/2" 25 250S125-18 16" 12'-10" 9'-8" 24" 11'-3" 8'-2" 20 250 S 125-33 16" 14'-3" 12'-1" 24" 12'-5" 10'-6" 25 362S125-18 16" 15'-2" 1 VA" SCHEDULED PARTITION W ` EXISTING ALUMINUM WINDOW 35/8 24" 13'-2" 9'-3" SYSTEM 16" 17'-5" 16'-1" LATERAL WALL BRACE ABOVE 16 GA X 4"SHEET MTL. 20 362S125-33 ANCHOR TO VERTICAL N STEEL STUDS WITH GYP BD 24" 15'-3" 14'-0" CEILING.ALTERNATE DIRECTIONS - TO STRUCTURE ----------- FRAMING WITH(2) 10# EACH SIDE 6" 25 600 S 125-18 16" 20'-1" 24„ 16,-4„ PER ASCE 7-10 SECTION 13.5.8.1 SCREWS PER STUD. CL FINISHED SILL BELOW- 20 600 S 125-33 16" 25'-6" 23'-11" CONTINUOUS CLEAT Z Z NOTE: ALL SILLS TO BE 24" 22'-3" 20'-5" OR SIM.ALIGN WITH W Q INSTALLED BEFORE INTERIOR SHEET MTL BACKING. t ' WALLS. DO NOT CUT SILLS FOR VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION(SSMA)TABLES V J FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE BRACED AT 48" OC SECTIONS IN D MULLION CLOSURES OR WALL SCHEDULED EQUIP OR / (n m INTERIOR APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF U240 �Py' INTERSECTIONS. 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK GYPSUM A O ACCESSORY ---- - ' (n _ _ _ m �L} -- - - _ BOARD ON BOTH SIDES WITH #6 TYPES DRYWALL SCREWS SPACED AT 12"OC MAX PLAN SECTION W r4 FULL HEIGHT MTL STUD AT FACE FOR STUDS AT 24"SPACING AND 16"OC MAX FOR STUDS AT 16" SPACING. Z Z r4 OF EXISTING SILL STUD 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING �p� LU OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE BRACED AT48"OC AA (Al TYPICAL WALL BACKING FOR OBJECTS UNDER 25 LBS/LINEAL FT. Ln Q Z SECTION VALUES. O W .050"ANODIZED ALUMINUM TO V' U MATCH WINDOW FRAME, FULL CEILING WIRE ATTACHMENT SCHEDULED PARTITION - CO LU LL LL HEIGHT TO WINDOW. CONSTRUCTION TYPE FASTENER Ni LA 2 O O - - NEOPRENE GASKET WITH WOOD 1/4"x 3"SCREW EYES ADDITIONAL BLOCKING J z (D� � AT UPPER CABINETS, ` J 0 Z ACOUSTICAL SEALANT EACH STEEL DECK PRE-DROP WIRES,CMI DC 1 OR DC 2-1/4" METAL DECK SCREW -� PARTITIONS SHELVES; ETC. - -- > Z N SIDE EYES. 16 GA I TUDS AT EA POST TENSION CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HIT ANCHORS. -- LATERAL WALL BRACING IN LIEU OF SIDE OF BACKING PLATE, 2 C, J POURED IN PLACE CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HIT ANCHORS. BRACING ABOVE CEILING. PROVIDE TYP V O O (J ADJACENT WALL FRAMING FOR V1 CL Y LATERAL SUPPORT OF WALL. - 6"X 16 GA UN-PUNCHED NOTE: SHEET MTL TRACK. NOTCH THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES: FOR OTHER STATES VERIFY FLANGE AT VERTICAL WITH AUTHORITY HAVING JURISDICTION FRAMING AND ATTACH TI - WALL - CLOSURE - AT MULLION TI - WALL - FRAMING SCHEDULE TI - WALL - LATERAL BRACING WITH (3)#1CHTO(2) ATEA REVISION DATE REASON FOR ISSUE 5 STUD.ATTACH TO(2) i 3"= 1'-0" 6 1 1/2" = V-0" 1 1/2"= V-0" - STUDS MIN AND EXTEND 6" PLAN MIN BEYOND POINTS OF SECTION CONNECTION. - CONTINUOUS CLEAT OR SIM.ALIGN WITH SHEET MTL BACKING. SCHEDULED EQUIP OR ACCESSORY k k 16 GA MTL STUDS AT EA SIDE OF r BACKING PLATE,TYP 6"X 16 GA UN-PUNCHED SHEET MTL TRACK. NOTCH FLANGE AT VERTICAL FRAMING AND ATTACH + WITH (3) 10#SCREWS AT EA STUD. ATTACH TO(2)STUDS MIN AND ry EXTEND 6" MIN BEYOND POINTS OFCONNECTION - WALL DETAILS ISOMETRIC v (B)TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 100 o LBS/LINEAL FT OR 250 LBS POINT LOAD NOTE: PERMIT SET 1. COORDINATE BACKING PLATE LOCATION WITH ACCESSORY MANF MOUNTING Y INSTRUCTIONS. v 2. SEE STRUCTURAL ENGINEER FOR BLOCKING FRAMING FOR HEAVIER LOADING. m 3. PROVIDE BACKING AT ITEMS SUCH AS SHELVING, MILLWORK, RESTRM d FIXTURES, HANDRAILS, GRAB BARS,SIGNAGE,TOILET ACCESSORY N ANCHORAGES; ETC.AS REQUIRED FOR PROPER ATTACHEMENTAND AS DATE PROJECT NUMBER rn REQUIRED BY THE GC. 193217 0 TYP BACKING Y u a m 00 c M � � N NO. 12 GAUGE SUPPORT COMPRESSION POST AT �✓ � 0 8 STRUCTURE 6 9A 8 OR 6 WIRE AT 45 DEGREES 12 FEET OC EACH WAY �j�/ • 8" MAX 5 UNATTACHED AT WALL T-7.1 T-7.1 FOUR WAYS _ PaRO OBBt�ON or 4 9B ® TO STRUCTURE OR SEISMIC JOINT - d5 �r 3 I 9A 7 11 0 NOTES: OF 00 12 2 TYPICAL GRID 0 O O O 1. EXPANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC193". - ---- 8 2. ADHESIVE ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC308" 2". 1 4'-0". 4'-0". OR 3. POWER ACTIVATED FASTENERS(PAF): � �w � A. MUST HAVE CURRENT ICC-ES REPORT WHICH IDENTIFIES THE REFERENCE 6-0" MAX LATERAL BRACE AT 12'-0"OC MAX u CODE. GRID SYSTEM REQUIREMENTS T 7 1 0 B. CANNOT BE IN TENSION. IA ItTM - GRID MAIN BEAM SYSTEM CLASSIFICATION: HEAVY. 2 C. REDUNDANCY REQUIRED. MINIMUM 3 PAFS INSTALLED IN ANY APPLICATION. - DESIGN REQUIREMENTS: DESIGN CEILINGS IN ACCORDANCE WITH STATE OF OREGON O o MINIMUM SPACING SHALL BE PER PAF LISTING. A • 2014 STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,&F. 0 D. INTERIOR WALLS: INCREASE FACTOR OF SAFETY TO 2:1 MIN.(50%OF LISTED 0 VALUE)OR AS RECOMMENDED BY MANUFACTURER. OR 05, CISCSCA RECOMMENDATIONS FOR SEISMIC ZONES 3&4. 2,500 SQ FT 3 v� 0 E. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED. LHETHWEST DAVIS,SUITE 300 CEILING KEY NOTES MAX o _ F. THIS ALTERNATE METHOD WILL BE REVIEWED IN CONJUNCTION WITH THE ND, OR 97209 CROSS RUNNER MAIN RUNNER w O ADOPTION OFTHE 2014 OREGON STRUCTURAL SPECIALTY CODE. 45.7100 1O MAIN RUNNERS:4 FEET OC,SUPPORTED WITH NO. 12 GA WIRES AT 4 FEET OC(OR = NO. 10 GA WIRES AT 5 FEET OC). DESIGN HANGER ATTACHMENT TO SUPPORT NOT u 4. STATEWIDE ALTERNATE METHOD: a MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS SCREW ANCHORS: IN THE ABSENCE DEAN APPROVED ICC-ES REPORT UNDER THE LESS THAN 200 POUNDS. < H AVE,SUITE 300 Z D EMT CONDUIT NEW ICC ACCEPTANCE CRITERIA, SCREW ANCHORS MAY BE USED SUBJECT TO THE E,WA 98101 O2 CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF 7 N 1/2" DIA. x 0.042" EMT CONDUIT UP TO 47" FOLLOWING: 576.1600 CARRYING DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS T-7.1 _ _ _ - 3/4" DIA. x 0.049" EMT CONDUIT UP TO 61" A. CONTINUOUS SPECIAL INSPECTIONS ARE REQUIRED. 1" DIA. x 0.057" EMT CONDUIT UP TO 78" B. FOR LEGACY REPORTS APPROVED UNDER THE 1997 UNIFORM BUILDING WARD STREETBEGIN HANGER WIRE SYSTEM WITHIN 8 INCHES OFPERIMETER WALL. CODE OR 2000 INTERNATIONAL BUILDING CODE, DESIGN SHALL BE BASED ON NCISCO, CA 94103 METAL STUD 50%OF THE VALUE LISTED. 52.7063GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 1 SINGLE METAL STUD(20 GAUGE) UP TO 85" C. FOR ANCHORS CURRENTLY SUBMITTED TO ICC-ES FOR EVALUATION UNDER OM MOISAN ARCHITECTS, INC. INCHES OF CROSS RUNNER INTERSECTION. PROVIDE FOUR(4)-NO. 12 GA WIRES SINGLE METAL STUD(25 GAUGE)2505125-18 UP TO 87" THE NEW ICC ACCEPTANCE CRITERIA PER 2009 INTERNATIONAL BUILDING SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN PARTITION TYPE TO UNDERSIDE OF GRID 1-5/8"x 1-5/8"STRUT(16 GAUGE) UP TO 120" CODE, DESIGN SHALL BE BASED ON 80%OF THE VALUE STATED IN THE ATAN ANGLE NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. BRACE AT 12 BACK TO BACK 1-5/8" x 1-1/4"x 0.0197"CHANNEL UP TO 130" REPORT. A COPY OF THE REPORT SHALL BE PROVIDED TO THE JURISDICTION FEET OC EACH WAY. - ATTACHED DOES NOT EFFECT O 7 2,500 SF MAX AREA NOTE: HAVING AUTHORITY. PROVIDE COMPRESSION STRUT COMPATIBLE WITH SUSPENSION SYSTEM, D. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED. THIS ALTERNATE ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES. T-7.1 -WALL MOLDING SHOULD NOT BE USED AS STRUTS. METHOD IS APPLICABLE TO PROJECTS SUBMITTED FOR PLAN REVIEW PRIOR SPACE 12 FEET ON CENTER IN BOTH DIRECTIONS. A STRUCTURAL ENGINEER SHOULD BE CONSULTED FOR LENGTHS GREATER THAN 14 TO MAY 1,2009. FEET OPROVIDE COUNTER SLOPE HANGERS FOR HANGERS MORE THAN 1:6 OUT OF TYP SUSPENDED CLG SYSTEM PLAN PLUMB PROVIDE TRAPEZE OR EQUIVALENT DEVICE WHERE HANGER WIRES ARE NOT 22 GRID LATERAL FORCE BRACE /� TI - CLG - OR ANCHORING NOTES O POSSIBLE DUE TO OBSTRUCTIONS. PROVIDE BACK-TO-BACK 1-1/4INCH COLD 3"= 1'-0" 1 1/2" = V-0" ROLLED CHANNELS(MINIMUM)WHERE TRAPEZE SPAN EXCEEDS 48 INCHES. 8O MINIMUM CARRYING CAPACITY FOR EACH HANGER WIRE ANCHOR TO STRUCTURE SHALL BE 100 POUNDS. OLIGHT FIXTURE SUPPORT: A. FOR LIGHT FIXTURES WEIGHING LESS THAN 56 LBS: PROVIDE(2)NO. 12 GA SLACK OO SPREADER BAR ----\ ® V WIRES FROM FIXTURE HOUSING TO STRUCTURE ABOVE; HANGER WIRE W B. FOR LIGHT FIXTURES IN EXCESS OF 56 LBS: PROVIDE DIRECT SUPPORT FROM % CLOSURE ANGLE F" � THREE(3)FULL TURNS WITHIN Z) STRUCTURE ABOVE USING TAUT WIRES; THREE(3)INCH MAXIMUM In C. PROVIDE POSITIVE ATTACHMENT BETWEEN LIGHT FIXTURES AND GRID SYSTEM, --- g" W POP-RIVET CAPABLE OF CARRYING 100 PERCENT OF LIGHT FIXTURE WEIGHTACTING IN ANY / NO ATTACHMENT d" ClM DIRECTION. / MAIN CEILING GRID RUNNER -- / FASTEN TO STUDS al z ILA FASTEN TO STUDS _ 10 PROVIDE INDEPENDENT LATERAL WALL BRACING WHEN INTERIOR PARTITION FASCIA MOLDING OR SIMILAR, _ — CLOSURE ANGLE W 0 WALLS THAT TERMINATE AT GRID THAT DO NOT ALIGN WITH 4-WAY GRID BRACING. 1 \ COLOR TO MATCH GRID 9 V J 11 PROVIDE SEISMIC JOINTS TO LIMIT UNBROKEN CEILING AREAS TO 2,500 SF. 1 0 NO. 12 GAUGE PERIMETER 9 (n m 0 HANGER WIRE i NO. 12 GAUGE PERIMETER 0 0 HANGER WIRE FOR SPRINKLER HEADS AND OTHER PENETRATIONS: PROVIDE 2 INCH OVERSIZED o 0 0 0 iF 0 0 0 0 0 /Y W W (Yl 12 ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL MAIN RUNNER 9 D N MAIN RUNNER N HORIZONTAL DIRECTIONS, OR PROVIDE STANDARD ESCUTCHEON AND 2'• 0 Z I� PENETRATIONS WITH FLEXIBLE HEAD CONNECTION. 0 2" L 0 0 SUSPENDED CEILING NOTES ' 3/4"MIN - � ' REQUIREMENTS: � 0 a �M Z) o uj 1 MIN GRID SYSTEM RATING : HEAVY DUTY REQUIREMENTS: 0 W m LU m L LLL 1 1/2" = V-0" \ L POP RIVITTO GRID, i CLOSURE ANGLE :2 INCHES GRID SYSTEM RATING : HEAVY DUTY LE : 2 INCHES V) � COLOR TO MATCH GRID � ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT CLOSURE ANG _ O O \ WALLS WITH POP RIVETS ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT J z l3 ACOUSTICAL CEILING TILE PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE WALLS WITH POP RIVETS J > Z z TO MAIN RUNNER AT PERIMETER AT UNATTACHED PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE O N :� Q WAILS NOTE: REQUIRED BETWEEN EACH 2,500 SQUARE FOOT TO MAIN RUNNER AT PERIMETER AT UNATTACHED TWO FIXTURE HANGING WIRES AT = O � W CEILING AREA OR PROVIDE WALL THROUGH CEILING GRID. WALLS OPPOSITE CORNERS SECURED TO SPREADER BARS: PREVENT SPREAD OF MAIN RUNNERS r ' � J IFA SEISMIC SEPARATION IS REQUIRED,AN APPROVED PROPRIETARY AND CROSS RUNNERS AT UNATTACHED CONDITIONS SPREADER BARS : PREVENT SPREAD OF MAIN RUNNERS V STRUCTURE O d Y _ JOINT MAY BE USED, OR THE GENERIC JOINT DETAILED HERE.THE LATERAL BRACING AND CROSS RUNNERS AT UNATTACHED CONDITIONS (f� COMPRESSION POSTAT AMOUNT OF FREE MOVEMENT SHALL BE A MINIMUM OF 3/4". PERIMETER SUPPORT HANGER WIRE LATERAL BRACING TWO(2)MAIN RUNNER 12 FEET OC EACH WAY PERIMETER SUPPORT HANGER WIRE LIGHT CLIPS AT OPPOSITE CORNERS GRID SEISMIC JOINT WALL ANGLE ATTACHED WALL ANGLE UNATTACHED -- � � 7 8 REVISION DATE I REASON FOR ISSUE 3"= 1'-0" 3"= 1'-0" T'= 1'-0" HANGER WIRE AT 45 DEGREES FOUR WAYS SAFETY WIRE ATTACHED TO - CEILING GRID FIXTURE HOUSING WRAPPED AROUND FIXTURE / MAIN RUNNER J HANGING WIRE MIN. FOUR Y TIMES. SECURE AT DIAGONAL 00 CORNERS NOT CONTAINING CROSS RUNNER \ MAIN RUNNER LIGHT CLIPS TYPICAL BRACING CONNECTION rl NOTE: REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS OR LESS. LIGHT FIXTURES CEILING DETAILS WEIGHING MORE THAN 56 LBS TO BE INDEPENDENTLY SUPPORTED FROM w STRUCTURE u 0 o TI - CLG - RECESSED LIGHT FIX BRACE 5 "'2"_ '' °" PERMIT SET J Y V co N O) O N DATE PROJECT NUMBER 01 /20/20 193217 u SHEET NUMBER0 a` Y ll a DAR m c m 7 0 N CUSTOM FABRICATED CASEWORK INFORMATION FACE OF WALL - - ---- • • CABINET BODY FACE OF WALL 2-0"MAX 2 -0 ' -3/4" MDF UNLESS NOTED AS PLYWOOD ON DETAIL WITH PLASTIC LAMINATE FINISHED END PANELS, ADA FAUCET AND SINK 2'-1^ FACE, & EDGES. PER PLAN NOTES v OF -1/4" MDF BACK WITH MELAMINE. -MELAMINE FIXED BOTTOM SHELF. BACKSPLASH AND BACKSPLASH AND COUNTERTOP COUNTERTOP, BACKSPLASH COUNTERTOP PER PER SCHEDULE PER SCHEDULE ADIUSTABLE SHELVES SCHEDULE -- -3/4" MDF WITH MELAMINE WITH MATCHING EDGEBANDING AT FRONT EDGE. ' FAUCET PER SPEC -PROVIDE(4) MTL SUPPORT CLIPS PER SHELF AND MOUNTING HOLES AT 32 MM OC IN END PANELS. m - *PULLS PER SCHEDULE. SEE / 4" RAIL AT TOP AND BOTTOM -- SINK&FAUCET PER PLAN OF CABINET o _ 1'-8" KEYNOTES. v DRAWERS TYP. PULL LAYOUT FOR — -- fAfItTIVI - 1/2" MDF WITH MELAMINE SIDES, BACK,AND FRONT WITH MATCHING EDGE BANDING.- PLACEMENT 1/4" MATCHING BOTTOM,TYP. *PULLS PER SCHEDULE.SEE -_ -__ MoisanN 4" BACK RAIL - / TYP. PULL LAYOUT FOR DOOR&DRAWER FACE PLACEMENT -3/4" MDF WITH PLASTIC LAMINATE FACE AND BACK WITH MATCHING EDGE BANDING. WRAP SUPPLY AND DRAIN I LRHTHWEST DAVIS,SUITE 300 PIPES WITH INSULATION o $ ND, OR 97209 HINGE�- o o FLUSH-MOUNT INSIDE WALL ` o 45.7100 -BLUM FULL OVERLAY, 120 DEGREE u COUNTER SUPPORT BRACKET. cv N o H AVE,SUITE 300 -FINISH: NICKEL PLATED N PLASTIC LAMINATE INSIDE ; E,WA 98101 PULLS FACE AND EDGES j REMOVABLE ACCESS PANEL --- 576.1600 -HAFELE, MODEL NO 177.50.610 BELOW SINK; MDF WITH o ALLOWABLE EQUIPMENT — PLASTIC LAMINATE FACE AND o OWARD STREET -FINISH: MATTE STAINLESS STEELAREA EXPOSED EDGES.VERIFY MIN. o NCISCO, CA 94103 DRAWER GLIDES ATTACHED TOE KICK TO DOOR REQ.CLEARANCE IS MET. 52.7063GALVANIZED STEEL CONSTRUCTION, BALL BEARINGS SEPARATING TRACKS. BLOCKING AS REQ. N OM MOISAN ARCHITECTS, INC. ACCURIDE, MODEL 3832-100LB OR EQUIVILENT FINISHED FLOOR AND BASE BELOW SINK PER SCHEDULE v i BASE PER FINISH SCHEDULE FINISHED FLOOR-SHIM AS REQ WRAP SUPPLY AND DRAIN SHELF RESTS: PIPES CLEAR SPACE AS KNAPE AND VOGT MANE. CO. , MODEL NO 346 SHELF SUPPORT PINS. 3. TO LEVEL -FINISH:ANOCH ROME. 3" / REQUIRED BY CODE WALL BASE PER SPEC DOOR STOPS: WITH OSTRE STRETCHERS AT q BASEILS - FINISHED FLOOR -AT END CABINET UNITS PROVIDE NYLON CORD AT TOP OF INSIDE CABINET DOORS THAT IS ATTACHED TO BOTTOM OF THE CABINET TO PREVENT DOOR/DOOR HANDLE FROM HITTING ADJACENT WALL. 2 A. D.A. SINK ATTACHED TK LOWER CABINET DOOR & DR /� LAVATORY W. P-LAM APRON MISC BRACKETS: 3 `-F -WALL MOUNTED MILLWORK: HAFELE HEBCO,(LOAD CAPACITY 1100 LBS. PER PAIR),287.45.459. 1 1/2"= V-0" 1 1/2p' = 1'-0" 1 1/2p'= 1'-0" -FINISH: GRAY PRIMED STEEL. BACKSPLASH AND COUNTERTOP PER FINISH SCHEDULE V ALL CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI PREMIUM W STANDARDS UNLESS NOTED OTHERWISE. I..I. N W a CASEWORK CONSTRUCTION INFORMATION z z 1 11/2p'= 1'-0" W u J UPPER-4" PULL m FACE OF WALL. (PROVIDE - (n 1 2'-1" CONTINUOUS WALL BACKING W W rf) COUNTER TOP AND BACKSPLASH TOP&BOTTOM OF CABINET) 7 z � PER FINISH SCHEDULE1' 0" ; Ol 3 1/2" HANGER CLEAT AT - TOP OF CABINET Q O W *PULLS PER SCHEDULE. SEE 'k 213/256 256 LD _V RESILIENT � � W W TYP. PULL LAYOUT FOR CARPET m CC LL PLACEMENT FLOOR O O DRAWER-4" PULL:CENTERED � CENTER OF DOOR 4" RAILAT TOP AND BOTTOM OF -- 103/4" (WHERE APPLICABLE) J >Z cl Z_ CABINET - - - - - - d O > Z O j RESILIENT FLOOR PER SCHEDULE O W Ln °ror W � T `^ g Q FULL HEIGHT DRAWER FRONT WITH, z \\'" 2 O J PULLOUT WASTE BINS, HARDWARE W ! (Y) W j Z / EQ EQ L FLOOR FILL TAPER 1/8" PER FL o OCL / AS REQUIRED N 1 ° W 2 16213/2�" CARPET REVISION DATE REASON FOR ISSUE ° a ° ° o *PULLS PER SCHEDULE. SEE TYP. PULL LAYOUT FOR BASE PER FINISH SCHEDULE — PLACEMENT i FINISHED FLOOR-SHIM AS / REQ TO LEVEL (WHERE NOTED) UNDERCABI NET LIGHT - LOWER-4" PULL TRANSITION STRIP / ON RCP CONCRETE SLAB (2)CONTINUOUS 4" H BASE RAILS - 4" RAIL AT BOTTOM OF WITH STRETCHERS AT 24"OC CABINET 5 LOWER CABINET WITH PULL DOOR UPPER CABINET WITH DOOR TI - CASE - TYP. PULL LAYOUT- RESILIENT FLOOR TO CARPET TRANSITION 1 1/2"= 1'-0" 6 1 1/2p'= V-0" 7 1 1/2" = 1'-0" 8 6"= 1'-0" o� 0 N CASEWORK & FLOORING DETAILS a v 0 O v PERMIT SET J Y U W N O N DATE PROJECT NUMBER 01 /20/20 193217 SHEET NUMBERv O L a ii a � A I c o o MEN'S RR o 108 ryV �, • N �py�y NiOM� _ STORAGE SUPPLY FINISH PLAN SYMBOLS FINISH LEGEND OF 00'Z� 0 109 / SVI L B-1 4-1/2" RUBBER WALL BASE. MANUFACTURER:JOHNSONITE, - 8 01 OFFICE VCT FLOORING COLOR: PLATINUM. STRAIGHT IN CARPET LOCATIONS,COVERED tr CPT IN RESILIENT FLOOR LOCATIONS. � ,� IA It 110 CARPET CPT-1 CARPET. PATCRAFT, RATIONAL-LOGIC. COLOR: INTELLECT. VERIFY W/TENANT PRIOR TO ORDERING. TM Ankrom_ - - • LVT-1 LUXARY VINYL TILE. EF CONTRACT, FACET.COLOR: BARKTONE 8 - EFCFC-006 WOMEN'S ( = _ � SV FLOORING i� RR T-7 2 P-1 PAINT, MAIN. SHERWIN WILLIAMS.AESTHETIC WHITE, SW7035. 38 NORTHWEST DAVIS,SUITE 300 107 SV \ CPT EGGSHELL FINISH. PORTLAND, 10 97209 (E)EXISTING FLOORING TO REMAIN T 503.245.7100 -------------------- P-2 PAINT,ACCENT. SHERWIN WILLIAMS. BALANCED BEIGE, SW7037. EGGSHELL FINISH. 1505 5TH AVE, SUITE 300 II DW �° LF. SEATTLE,WA 98101 P-3 PAINT,ACCENT. SHERWIN WILLIAMS. BACKDROP, SW7025. T 206.576.1600 EGGSHELL FINISH. � 0 8 1014 HOWARD STREET I PL-1 PLASTIC LAMINATE,WILSONART. SATIN STAINLESS,4830K-18. SAN FRANCISCO,CA 94103 T-7.2 VERIFY W/TENANT PRIOR TO ORDERING. T 415.252.7063 VCT \ CPT ©ANKROM MOISAN ARCHITECTS, INC. (E) BREAK ROOM I OFFICE PL-2 PLASTIC LAMINATE,WILSONART. FROSTY WHITE, 1573-60. 106 - I 111 VERIFY W/TENANT PRIOR TO ORDERING. I PL-3 PLASTIC LAMINATE, WILSONART.CRISP LINEN,4942-38.VERIFY W/TENANT PRIOR TO ORDERING. � I � I SV-1 SHEET VINYL,JOHNSONITE. PERFORMA URBAN ASH. 55015 BULL PEN IRONWOOD CG. I \ Lu ]1] 112 \ VCT-1 VINYL COMPOSITION TILE.ARMSTRONG -STANDARD 25X20 EXCELON IMPERIAL TEXTURE, SOFT WARM GRAY/51861.VERIFY W/TENANT PRIOR TO ORDERING. O U 8-01 8-01 Ln z /V(C-T \`� VCT _ FINISH PLAN NOTES �, (E) - 9',\ CPT Lu O 1. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS.APPROVED MPI H \ PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO ARCHITECT. z 8-02 2. ALL PAINTED SURFACES TO BE MPI LEVEL 3-EGGSHELL FINISH. PREMIUM SYSTEM INSTALLATION U.O.N. l!1 3. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE. W SERVER OFFICE 4. PAINT ALL WALLS P-1 U.N.O. ON PLAN. Ur - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 113 CLOS, 5. ALL WALLS TO RECIEVE NEW RUBBER BASE U.N.O. Z Z 1-0 5-1 W - - -- U J OFFICE Ln m - -- - 104 ( KEYNOTE LEGEND w Lu 8-01 'EXISTING COLUMN TO REMAIN, PAINT P-1. Z Z 8-02 CONTRACTOR TO VERIFY EXISTING FLOORING MATERIAL. DEMO CARPET IF LuLn d\ 11 EXISTING. UNFINISHED CONCRETE TO REMAIN. - -- - < p Lu m m Lu U LL ILL ILA J 2 O O OFFICE j Z z z LG. CON F. �- � Z Z N O �, Q F-1-15 CL 114 T J Q Lu O J U In Y - REVISION DATE REASON FOR ISSUE i - I i m SM. CONF. 103 WAITING E-100--] --- C rl (14 N I a M -. _ ---------- ------ LEVEL ___-___- LEVEL 1 FINISH PLAN OFFICE 102 OFFICE 0 101 PERMIT SET J 0 Y U m O� 0 N DATE PROJECT NUMBER 01 /20/20 193217 SHEET NUMBERa LEVEL 1 FINISH PLAN � 1 9 v 1/4"= 1'-0" PROJECT u