Loading...
Plans (20) BU P2019-00148 co a C Cri N ��� �k, N O� MARIAH KIERStY 0 N a rn - OpV PORTLAND. OR `- officE7-)C '--: ?j No 509` „cs- „co - ... SCHOLLS BUSINESS CENTER .... ,,,,,,, -4) OF C0 RECEIVED JUN 202019SAILBRI COOPER , BLDG P , SUITE P B gc 1) .... bit TM DCITY OF f1GARD BUILDING DIVISIONA n k ro m M o i s a n 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 T 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE,WA 98101 PROJECT LOCATION T 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 - T 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. GENERAL NOTES BUILDING/ CODE INFORMATION SHEET INDEX . t`- OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION T-0.0 COVER SHEET CITY OF TIGARD CONTRACTOR INFORMATION :EWE D FOR CODE COMPLIANCE T-0.1 ACCESSIBILITY SHEET T ,. CONSTRUCTION TYPE: VB T 1.0 LEVEL 1 EGRESS PLAN ;pprovod; I +,� i r 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS FULLY SPRINKLERED""" k" SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. BUILDING HEIGHT: 1 STORY 7 2.0 LEVEL 1 DEMOLITION PLAN 3TC: r.,, 0 LEVEL 1 FLOOR PLAN 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. T-3.0 omit#`• d +} aci 1 L fl 19 A ���d3 '► T-4.0 LEVEL 1 DEMO REFLECTED CEILING PLAN 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. BUILDING OCCUPANCY: B kddress: ,r ;C KA l% ,, 4;- - 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND T-5.0 LEVEL 1 REFLECTED CEILING PLAN :u.ite#. Q cd-- k WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. TENANT IMPROVEMENT SQUARE FOOTAGE: 12,625 USF T-6.0 ELEVATIONS Date: 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT,AND MATERIALS PROVIDED T-7.0 WALL&CEILING DETAILS 3r `� � , UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR UPON COMPLETION OF CONTRACT. OCCUPANT LOAD FOR TENANT IMPROVEMENT: 104(REFER TO EGRESS PLAN) T-7.1 CASEWORK DETAILS " AO 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO T-8.0 LEVEL 1 FINISH PLAN IMPLEMENTATION. �� 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT � PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK. 406., Marine & VALIDITY OF I✓E 1� Y 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THET CONTRACTOR. THE ISSUANCE OF A PERMIT §:* * EASED ON CONSTRUCTION " T 9. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED . '�'. DOCUMENTS AND OTHER AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL GENERAL NOTES - CODE INFORMATION DATA SHALL NOTFROM DEFERRED SUBMITTALS THEU CODE OFFICIAL FROM r g WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. REQUfRING THE CORF =CTIGi F. 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL OF ERRORS. OSSC 105.4 w. DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. SPECIALTY CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. ELECTRICAL PROVIDE ARCHITECT DESIGN-BUILD DRAWINGS FOR REVIEW. 2. MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM SYSTEM PER 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH FMO. MECHANICAL k :, , ` MATCHING BUILDING STANDARD TILES. 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND A 7 12. PARTITIONS, DOORS, RELITES,AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. PLUMBING VALIDITY OF p�R& REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS THE ISSUANCE OF A PERMIT .� BASED ON CONSTRUCTION k �`a. 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA FLS/SPRINKLER 4.: DOCUMI=NTS AND OTHER "" w 14. ALL NEW WALL OUTLETS TO BE AT 16"AFF UNLESS NOTED OTHERWISE. WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. i WeS;`id�e A .Jesus Church " 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL 5. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS DATA SHALL NOT PREVENT AND VOICE/DATA OUTLETS.TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND THE CGDE OFFICIAL FROM DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. REQUIRING THE CORREC7i0N INSTALLATION. 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING OF ERRORS. °SSC 105, t a, 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. CODE,AND THE INTERNATIONAL FIRE CODE. 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. REFER 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS. SUBMIT PAINT DRAW-DOWNS TO ARCHITECT CODE 2014 EDITION, SECTIONS 1006 AND 1011. FOR APPROVAL PRIOR TO APPLICATION. 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING G18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AM "PREMIUM" STANDARDS WALLS ARE REQUIRED TO HAVE A FIRE RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS UNLESS NOTED OTHERWISE. SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON ADA UPGRADES SUMMARY VICINITYMAP STRUCTURAL SPECIALTY CODE 2014 EDITION. NTS PROJECT 447.241 STANDARDS FOR RENOVATION,ALTERATION OR MODIFICATION OF CERTAIN BUILDINGS; BARRIER REMOVAL IMPROVEMENT PLAN. 4. IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS SECTION, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL ADA UPGRADES SUMMARY PROVIDE THE GREATEST ACCESS. ELEMENTS SHALL BE PROVIDED IN THE FOLLOWING ORDER: TOTAL COST OF CONSTRUCTION: $231,979.00 A. PARKING; PROJECT SITE COMPLIES Ct 25%OF TOTAL COST REQUIRED FOR ADA UPGRADES: $57,995.00 IJ.] B. AN ACCESSIBLE ENTRANCE; ADA UPGRADES PROJECT SITE COMPLIES 7 '59. AREA O F WORK BREAKROOM -CASEWORK&ADA COMPLIANT SINK MEN &WOMEN'S RESTROOMS - 18"H VERTICAL GRAB BARS C. AN ACCESSIBLE ROUTE TO THE ALTERED AREA; W UNISEX RESTROOM - 18"H VERTICAL GRAB BAR PROJECT COMPLIES U 0J SHOWER- 18"H VERTICAL GRAB BAR � ✓� OFFICES REPLACE EXISTING KNOB WITH ADA COMPLIANT DOOR HARDWARE D. AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A CO , SINGLE UNISEX RESTROOM; °� �` ' J //V / TOTAL COST OF ADA UPGRADES: $8,300 SFE ADA UPGRADE SUMMARY W W N 7 � N L N / E. ACCESSIBLE TELEPHONES; LZ al L I dr / / /- N/A z U a � O / F. ACCESSIBLE DRINKING FOUNTAINS; AND CO u-) O z / /• /II N/A m W LY / ei Ct W • d / /// G. WHEN POSSIBLE,ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS J 0 f / STORAGE AND ALARMS. k1 SEE ADA UPGRADE SUMMARY J z O I / 1 J IY 1 :///:,/,/,/ �' / / / a CD p J // ° / //Ae U rr) . 1 AIX / 0 0 < • // / 7/ . / ). , 7/)// Al ,/ / // iii / /1 , � /_ � � - / / /, _ . • '�/�! ' ,,/, . ERN PROJECT TEAM REVISION DATE REASON FOR ISSUE LU Li off' ' A? ///////// - / / ' / /// BUILDING ADDRESS 10300 U TOPWB&NIPU5 AVENUE BUILDING P c--J A�cu / / / PORTLAND, OREGON 97223 / /./ OWNER/ LANDLORD KGINVESTMENTS :/1 / / / / 10240 SW NIMBUS AVENUE, SUITE L3 tIl // i PORTLAND, OREGON 97223 ill / / / /./ o f CONTACT: KYLE LATTA m 2/22 / PHONE: (503)245-7100 � / / � _/ � FAX:(503)245-7710 ///:. CITY OF Iy IGARD� � / / yApp�a�e� y � ARCHITECT ANKROM MOISAN ARCHITECTS, INC. F , o y� V Date: a� 3$ NORTHWEST DAVIS, SUITE 300 N \IT / / / `� PORTLAND, )2 5-710 � _ j lnitlals. 7209 PHONE:(503)245-710D i FAX: (503)245 7710 / / J u �: // / j1 L. J CONTACT: REBECCA BROCK „., c / / PHONE: (503)892-8373 Ln C- ///�� , ////////X4i COVER SHEET TENANT SAILBRI COOPER INC. NTACT: BELL in L / 41 / 7.// ' 4 / /// J / PHOONE 971p371 3047 c 7(/ / f / / // / / / // CONTRACTOR BROCKAMP &JAEGER, INC. v / i 15796 S. BOARDWALK kn OREGON CITY, OREGON 97045 PERMIT m ET CONTACT: CRAIG SHEARMIRE PHONE: (503)655-9151 0 LEVEL 1 KEY PLAN CCB#: 30 N 1/16" = 1'-0" 0 PROJECT DATE PROJECT NUMBER 7, 06/19/19 191120 u SHEET NUMBER V QJ 0_ T-0 . 0 a ' V - o_ IF TOILET IS WITHIN A STALL AND FLOOR MOUNTED, �� C WI THEN 59" MIN. 56" IS FOR WALL MOUNTED TOILET IN Cr; STALL OR FLOOR MOUNTED TOILET NOT IN A STALL 0� REMOVABLE CABINETRY IS MAR'AH KIERSEY N Q� o TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT TOILET ALLOWED BELOW SINK WITH N 4"MAX URINAL MAXIMUM 0.5 INCH 2 INCH 5 INCH 6 INCH 9 INCH 11 INCH /� LAVATORY KNEE AND TOE CLEARANCE IN Q, 16" 18" 30" 15" RESIDENTIAL DWELLING UNITS PORTLAND, OR • REACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) (230 MM) (280 MM) /�il ' • LAVATORY '0 / ONLY. EXTEND FLOORING AND No. 5Q9` �`' MAXIMUM 48 INCHES 46 INCHES 42 INCHES 40 INCHES 36 INCHES 34 INCHES (WITH KNEE TO SIDE WALL BASE UNDER REMOVABLE `�� REACH HEIGHT (1220 MM) (1170 MM) (1065 MM) (1015 MM) (915 MM) (865 MM) CENTERED \ I I i CLEARANCE) i CABINETRY. CABINETRY TO HAVE QF+ ®0 HIGHEST O z CHARA TERS CLOSET A• �I \ I I I I ON \- FINISHED END PANELS OPERABLE PART z ROD A H @ PULL - \ * 0NOTHING I I I I Q I I I E NOTE: IFVANITYCOUNTERTOP HIGHEST HIGHESTL:Y) co-. ALLOWED,ZL , HANDLE \\ OPERABLE PART OPERABLE PART KNEE AND TOE -\ o I \ `^ I WITHIN I I I = I Itio- SPACE IS PROVIDED IN NON CLEARANCE REQUIRED 45 (' L. °O ACCESSIBLE DWELLING OR R.H. MEN ' ' z \ .- Q ,- TOILET .4- Eo !! d' - - B \ �_ NOT IN > ,,, CLEARANCE 1 ( SLEEPING UNITS WITHIN THE I IAl ' J X SAME FACILITY, EQUIVALENT1 1 14A TM F.E.C. ID© -�--� 0 - - -- w - -- \ � -��- * PICTOGRAM \ z z LOWEST m• •-• ,, O ¢ `� ¢ 1.._ FIELD w J `�� • VANITY COUNTERTOP SPACE IN Q = o • o LIJ J J � � - - Ankrom Moisan x w Z Q m m z 1$ ¢ m �� \ — — —.� - OPERABLE PART u u, ~ w x I' z o 1-__`') 60 MIN 30" 30" TO THE LAVATO YDSHALLALSO BE 00 Co A cc oo ao u Ln Q ¢ w z Q z - o RAISED MIN N O + / jr PROVIDED TO ACCESSIBLE UNITS Lit tt er v Q Us F— Z w w I Z ,4 �o '�' �; w L^ w w o v m CHARACTERS TO BE 518" 2" o o '� 3$ NORTHWEST DAVIS, SUITE 300 LI • `� "' u+ v Lil VI LU m N IF THERE ISA SIDE WALL 56" OR GREATER,THEN PROVIDE • ` + ` r • \ ` N' • • CL • • •' ... •• ` — "' •. BLOCKING FOR A WALL MOUNTED GRAB BAR. IF NO ' \ }, • PORTLAND, OR 97209 • • WALL OR WALL IS LESS THAN 56" IN LENGTH, PROVIDE T 503.245.7100 FIRE ALARM FIRE TELEPHONE/ ENVIRONMENTAL ROBE AUTOMATIC PAPER TOWEL SURFACE SOAP PAPER TOWEL MIRROR ACCESSIBLE STANDARD SIGNAGE CLOSET ROD LIMITS OF PROTRUDING BLOCKING FOR PULL DOWN GRAB BAR. IF SIDE WALL 1S PULL STATION EXTINGUISHER ENTRY CALL CONTROLS ELECTRICAL HOOK HAND DISPENSER/ MOUNTED DISPENSER DISPENSER *35" MAX WHEN DRINKING DRINKING ELEVATION OBJECTS 24"TQ 54' PRDVIDE BOTH SIDE WALL BLOCKING AND 1505 5TH AVE, SUITE 300 BOX &COMMUNICATION DRYER TRASH SEAT COVER SEATTLE, WA 98101 MIRROR IS NOT OVER FOUNTAIN FOUNTAIN BLOCKING FOR PULL DOWN GRAB BAR RECEPTACLE DISPENSER T 206.576.1600 MOUNTING HEIGHTS LAVATORY OR CABINET RESTROOM PLAN DETAILS 1014 HOWARD STREET SAN FRANCISCO, CA 94103 PER ICC A117.1 SECTIONS 604, 605 &606 T 415.252.7063 PUBLIC SPACES ©ANKROM MOISAN ARCHITECTS, INC. A PARALLEL APPROACH COMPLYING WITH COUNTER 34" MAX TO FOR ADA COMPLIANCE AT SECTION 305 SHALL BE PERMITTED TO A PROVIDE OUTLETS LEAST 50%OF SHELF AN ENTRY OF 36" * HAND SHOWER* HAND SHOWER '7 KITCHEN SINK IN A SPACE WHERE A COOKTOP WITHIN REACH RANGE SPACE IN CABINETS SHALL MINIMUM SHALL BE 15"MAXy �- FULL WIDTH STANDARD ALLOWABLE = OR CONVENTIONAL RANGE IS NOT PROVIDED BE WITHIN REACH RANGE ALLOWABLE E UIP. AREA36" PROVIDED(INCLUDING % FULL WIDTHi O Q CONTROLS �' 1, _- •'' CONTROL AND HAND SHOWER Akii.. oo CLEARANCE BETWEEN ALL OPPOSING BASE KITCHEN APPLIANCE NO SHARP SURFACES / SHOWER DOOR IF GRAB BAR TO Ki.,idl CABINETS, COUNTER TOPS, APPLIANCES, OR CLEARANCES 1F-- w CLEARANCE OFFSET FAUCETTO COMPLY ` � PROVIDED) LOCATION ec o PERANSI WITHANSIA117.1 SEC309 18 BEGSEATAND NOT 60MIN MAXWALLS WITHIN KITCHEN WORKAREASI 1 � CONTROLWALL 27 MAX GRAB BARTO EXTEND INSULATE WATER EQ EQ r \ 1�i REQUIRED TO � SUPPLY ¢ o / FULL WIDTH �' EXCEED 48" � , LENGTHQOFWALLAND ��� AND pRAINPIPES SEAT CONTROL - . NOT RE REQUIRED TO .1[ F" EXCEED 30" Lu ( WALL / WALL t z r REFR. SPEC . \ �' o o z_ SEAT z 1b"MIN. 'w TO MEET �I \ s 'I u% WALL *PROVIDE A HAND SHOWER WIH A HOSE 54" MIN. Lu ANSI A117.1 II�� ,,0 \ I1 F i 1 Af Co� 011111' o �. IN LENGTH THAT CAN BE USED AS BOTH A FIXED SEC 804.5.6 I j ' ,, (! (4— `\.- \ - . lo b MAX SHOWER HEAD AND AS A HAND SHOWER.THE �' z Y z 8 z z / z I J C (Sc- ' ,. _ 1 HAND SHOWER SHALL HAVE A CONTROL WITH A • u- , I I o an ¢ MIN - .o „ • v� r- ,, \_,�r1 E 1 I I I `�, `•, o ,� u \ N ,¢ �" O I �r I z o `"' ,� 36 �� GRAB BAR LENGTH z o NON POSITIVE SHUT-OFF FEATURE.AN ADJUSTABLE Y i II I `" U I m -2 ceI i+-`y- OF WALL NOT TO I7 0 z HEIGHT HAND SHOWER MOUNTED ON A VERTICAL `z ¢ I c` I I L - - - 1 i FULL WIDTH LI SHOWER b, u -, `* �, •Q` ,� rn J ¢ EXCEED 30" o ' O m BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT z = 11" b" / ` 30" I % b' �'- SHOWER I Q T — z �. m THE USE OF GRAB BARS. HAND SHOWER MOUNTED �, j 30 48" ' 1, / T. : oa - SHOWER 48" / I� 30" ACCESSIBLE f L__ _J s i� SEAT v _ AT 45" MAX TO BOTTOM OF SLIDE BAR. ;111-.N".\:, , _ J _ �� MIN MIN MIN CLEAR f SEAT f _ AN ENTRY OF 60 - - - - �, s «, SEAT v - _ SINK WITH /� KITCHEN SINK MINIMUM IN WIDTH ^ m ` - REFRIGERATOR - - , _- 48 CONTROL WALL BACK WALL SEAT WALL SHALL BE PROVIDED(NO 60" ��� S. f KNEE&TOE CLEARANCE LISHWASHER '� 112" MAX NO CABINET ALLOWED IN SHOWER TO BE FLUSH WITH ADJACENT SHOWERHEAD/VALVE DOOR ALLOWED) SHOWER SEAT L OFFSET APPROACH PER A117.1IANCE WALL TO PROVIDE CLEAR FLOOR SPACE THRESHOLD SEAT WALL CONTROL WALL SIDE WALL CENTERED APPROACH PER FHA(SEE OPTION FOR STANDARD TRANSFER SHOWER, STANDARD ROLL-IN SHOWER FORWARD APPROACH TO THE RIGHT) BREAKROOM DETAILS SHOWER DETAILS PUBLIC SPACES PER ICC A117.1 SECTION 608 --- - FORWARD REACH DIAGRAMS APPROACH / \ f' � ) TYPICAL SYMBOLS 20"MAX _,10"-25"MAX 1 �� 'i k .A BARRIER PREVENTS 30" )+ SIDE REACH DIAGRAMS / \ _ - PASSAGE OF 4" - --n � z 60" SPHERE WITH ANY o , S. 5'fl" DIA,r. al" / C 1�' !i, PORTION WITHIN I N z 0 a 1 - 1 z'_ 'f 4"OF FLOOR - 0 2 Z - _ - X 'riCHANGES IN FLOOR a '� I '� r % 1 1 ____ 6p„�, f col ',/ m LEVEL CHANGES IN FLOOR i i i C r — , . _I ��f � iii.►� / , w LEVEL _ w ' - % 1l►zIti WHEELCHAIR / / M �,;..;.�•-41° _ TURN-AROUND • •1 �• I ML„_�'_ L_: _ ACCESSIBLE TOILET i fair • ` �I. �� - �� . I \ \ .+ir*z:' i `a��*►' @ STALL CLEAR APPROACH TWO DOORS IN A SERIES PIVOTING TURNING SPACE BARRIER WHEELCHAIR CLEAR FLOOR ADA- FLOOR LEVEL TRANSITIONS- 4 FRONT PARTITION ---- SPACE&CLEAR AREA REQUIRED 10”-24" BEYOND DOOR SWING MAX MAX MAX 5 1 I _ ACCESSIBLE ROUTE REFER TO WIDTH o F MINIMUM STALL FRONT HINGE DIMENSIONS PER -J� o 0 APPROACH 1 CC A117.1 r 36"MIN i -,t- <,=-' _ `` APPROACH HINGE �/ o PULL SIDE FRONT PULL • SIDE APPROACH - LATCH SECTION 604.9.2 6.i. - \ \ / \ APPROACH f �v - PULL SIDE HINGE APPROACH 32"MIN W \ PUSH SIDE I f- �1 APPROACH PULL SIDE r 4 I . o_ / / 1 \` / I - - 7 ---� I I PUSH SIDE - - : 4 MAX DR 56"MIN 77' / I I I z N. [ 0 1 w J v 60"MIN b0" MIN I z o f * Z / 36' MIN f J j I y� , 2 f .o I cr I z z +1� C"'�_ I. 60"MIN // I ` �, m �r1_ / \ 18"MIN 12"MIN* )e. 36"MIN 42"MIN y 12"MIN* ije 22 MIN 24"MIN CLEAR DIMENSIONS W W m ',► Ja��'y ' -\ `� 'I '� MEASURED AT TRIM OR N � =.ori. — �, —� \ --� j - S.- _}a _ / E 7 i __ — - - S. Os TT ITEMS THAT ._, -._, 2 — �\ 0r RESTRICT CLEARANCE t7) j 01 \\ Q Z U 0 / 0 j MANEUVERING CLEARANCE AT MANUAL * DOORS WITH BOTH LATCH &CLOSER M O --. i �• SWINGING DOORS ** 48" MIN. IF NO CLOSER IS PROVIDED GENERAL NOTES: W D CO W (±- RECESSED \ ? `r ***42" MIN. IF NO CLOSER 15 PROVIDED RECESSED \-,, 1.THE SPACE BETWEEN THE GRAB BAR AND CC LU VI DOORS- �,- _ PROJECTING OBJETS BELOW AND ATTHE ENDS OF J O 0 PULL SIDE RECESSE) RECESSED DOORS- THE GRAB BAR SHALL BE 1 1/2" MIN.THE SPACE J z 0 O DOORS WITHIN THE RESIDENTIAL UNIT BIFOLD DOORS WITHIN HE RESIDENTIAL, SLIDING DOORS WITHIN THE FRONT _ - BETWEEN THE GRAB BAR AND PROJECTING OBJECTS LATCH INTENDED FOR USER PASSAGE UNIT INTENDED FOR USER RESIDENTIAL UNIT INTENDED FOR USER POCKET OR STOP OR --- DOORS- PUSH SIDE WITH Z U APPROACH HINGE LATCH PUSH SIDE CLOSER AND LATCH ABOVE THE GRAB BAR SHALL BE 12" MIN. 0 {!} Q APPROACH AND >24" DEEP CLOSET PASSAGE AND>24" DEEP CLOSET PASSAGE AND>24" DEEP CLOSET _ _ - - T APPROACH APPROACH + © H m \ �c 2. OPERABLE PARTS SHALL BE OPERATED WITH ONE U O PUSH SIDE m I HAND AND SHALL NOT REQUIRE TIGHT GRASPING, p Q Q — N. t" L� J z PINCHING, OR TWISTING OF THE WRIST.THE FORCE r LL !_...._-> * p 0 cc o 0 IX z I z I z Q X18 MINjr, 5 REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 0 o O O ~ I f co' * co' 5.0 POUNDS 22.2 N) MAXIMUM. r.-_- z vi O ---= c i 1 0 2 i I ca ao i I MIN 4 rr 24 MIN O wI O OSI ? 22"M!N I 24" MIN x ?�- I I �� - 3. THESE PICTOGRAPHS DO NOT DESCRIBE ALL REVISION DATE REASON FOR ISSUE - f 7t'- CONDITIONS WHICH MAY BE ENCOUNTERED IN THE 32"MIN 32"MIN 32"MIN - - - / / / �� •v - - I - - ] �� — — r]l �- — — - \ — —� FIELD. VERIFY QUESTIONS WITH ARCHITECT CLR OPENING l L.• - CLR OPENING CLR OPENING � V G v MANEUVERING CLEARANCE AT SLIDING & FOLDING DOORS.\---...„________ MANEUVERING CLEARANCE AT RECESSED DOORS. - cn w 4- c u v, .�� -- _ vi v c BUILDING CLEARANCES LEGEND IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES u PER ICC A117.1 CHAPTER 4--ALL DETAILS MAY NOT APPLY TO THIS PROJECT DOOR MOUNTED -SIGNAGE(TYP.) r A + tt tir NOTE: PICTOGRAM AND/OR LETTERING ARE NOT L-- 60"MIN vv rREQUIRED ON DOOR MOUNTED SIGNAGE WALL MOUNTED BIKE RACKS PER SPEC 30"X48" CLEAR °� ROBE HOOK 42" G.B., 39"-41" y MEN WOMEN UNISEX DOOR-MOUNTED SIGNAGE - INSULATE ru 51DEWALL 'I \MAX DRINKING �i n FLOOR SPACE c WATER SUPPLY FLUSH 54" MIN ' ' WALL MOUNTED SIGNAGE TO • II II ✓ 6"MAX z • z AFF - AND DRAINPIPES VALVE 14"MIN • z 12" 42"MIN 25" Ml N BE LOCATED ON LATCH SIDE OF FOUNTAIN w � t 36" MIN " / y / , 17"MIN ,T c, \� \ - — — - -X — - ; ACCESSIBILITY SHEET L / / �aNDWPEOAcc �s[ DOOR CLEAR OF DOOR SWING �' MAX , � . v .� 1 112"MIN f n l RESTROOMS REsroaidohFirkoaR c - \ 1) , _ _- ` -AFT I 5%OF BIKE RACKS TO BE f�i F al L.v7 4' 0" MINI IMEN r„.-'_ _ e �' �i I�� �f I �� ,� v i _ S. (/ LETTERS \ AFF �� ACCESSIBLE. FLOORis i � \ "d I I -� a ' '� Y z WALL -SIGNAGE(TYP.) z � I �� J 0I in z RAISED 1132' : o 2 I MOUNTED WITH CLEAR E fP-; C 2 z z z _ � � --� r'.) - 2 z Q HEIGHT OF �n ! 4- 1 J Y Z \ r Z a, u� . ' Z in n-, `D v ^ J C_,- -. ao o '� � / t / \ I \ \ N "' "' o �^„ u `' LETTERING 5/8" ( o FLOOR SPACE ON N E m z \Z N M LJ \1 ;;o O y �o z_ z E- 1 Ic/l E N zI 1 BIKE PERMIT SET _ o, . MIN TO 2 MAX. SIDE OUTSIDE •uy F- U \ ry`, a'.• �� F r -\ 1�\ �� \ oc FOOTPRINT F I , oma VL — � V m / TOILET SEAT I 12"MIN - 7, 9 \----8"MIN i' T.P.D. T.P.D. ACCESSIBLE ACCESSIBLE \ UPPERCASE \ ` r. ACCESSIBLE URINAL COVER DISPENSER 16"- 18"MAX 42"MAX N CHARACTERS -, U ACCESSIBLE 6 MAX R• 11"MIN •� ,� DRINKING FOUNTAIN WORKSPACE O �~ CORRESPONDING FRONT APPROACH ACCESSIBLE BIKE PARKING "' TOE CLEAR CONTROLS TO BE WALL HUNG LAVATORY Fc *OR T.O. COUNTER, pgTE PROJECT NUMBER ON OPEN SIDE GRADE & BRAILLE a WHICHEVER IS HIGHER ACCESSIBLE 06/19/19 191120 RESTROOM ELEVATION DETAILS TOILET STALL MISC. PLAN DETAILS - - PUBLIC SPACES y v SHEET NUMBER -o PER ICC Al7.1 CHAPTER 6 o_ T0 . 1 .., iz GENERAL NOTE; SOME DETAILS ON SHEET T-0. 1 MAY NOT APPLY TO THIS PROJECT a m Cri <\'S)°-3D illi)C,' MA//R,�I��A,H KIRSEY NI PORTLAND, OR 0 ,,,)(----- . '-'" �jNa. 509 ��®� 1� OF k1111 . �4-i o. LIFE SAFETY SUMMARY ....vete,. L4I 1ESS TM . COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3), THE LENGTH OFA COMMON PATH OF EGRESS RIOT IN . Ankrom Moisan TRAVEL SHALL NOT EXCEED THE COMMON PATH OF EGRESS TRAVEL DISTANCES IN TABLE 1014.3 -`SCOPE 40. TABLE 1014.3 :j • COMMON PATH OF EGRESS TRAVEL 38 NORTHWEST DAVE SUITE 300 - . low. FES WORK i PORTLAND, OR 97209 „ 40.p, AREA i WITHOUT SPRINKLER SYSTEM T 503.245.7100 k 114 i (FEET) I l I OCCUPANCY WITH SPRINKLER SUITE 300 occ CLA.SS'SQUARE F OCCUPANT LOAD 1505 5TH AVE, i SYSTEM (FEET) 01 o D i - - 0 >30 T 206.576.116001 B 2724 SEATTLE O OLF CC LOA C3 100 28 B, S(D) 100 75 100(A) ' 1014 HOWARD STREET A(C) 75 75 75(A,B) SAN FRANCISCO, CA 94103 11, a E FOR SI: 1 FOOT+304.8mm T 415.252.7063 O ANKROM MOISAN ARCHITECTS, INC. . ;:, (A) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE - WITH SECTION 903.3.1.1 w L ✓ (B) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE COMMON PATH QF EGRE55OCCUPANCIES WHERE AUTOMATIC WITH SECTION 903.3.1.1 OR 903.3.1.2. SEE SECTION 903 l TRAVEL DISTANCE 77' I SPRINKLER SYSTEMS ARE PERMITTED WITH SECTION 903.1.2. O A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES HAVING FIXED SEATING, SEE SECTION ` I f] ----"') (C) FOR G --� 6 , i L ..... i 1028.8. FE �� _ �V/,(---- ����� (E) UT0 ILITY ii - � ,, - Vin � • �I • HAIR/GAS CLOS, L i (D)THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN GROUP S-2 OPEN PARKING GARAGE SHALL 113 I L ' r STOR. I NOT BE MORE THAN 100 FEET(30,480mm). II7) I I 115 CONFERENCE LAB I COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 77'-0" (E) "OCCCLASSSQUAREFT PARTS �^ I — OCC CLASS SQUARE FT OCC ILASSpSQUARE FTCIRC. ' • I ! h l 117 I L 't I OLE OCC LOAD B 182 �• 1 OO 3 i OLF OCC LOAD L 301 I 112 I 6) ,`$O I I OLF OCC LOAD STORAGE ,. I 300 1 2. EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1016.2 15 21 I 109 I �� <<T IIlip_p= IL o (1 �� �� (E) "' � s I � 1 OCC CLASS SQUARE FT t, CE) MEN'S I p F 0[677 v RESTROOM TABLE 1016,2 I 106 300 3 OCC CLAS SQU' E fE) SERVER B .p 1116 _ 111 100 ' `�°A°. EXIT ACCESS TRAVEL DISTANCE Q o CI (E) OFFICE II I �� 108 0 OP ii ' , I I OCCUPANCY WITHOUT SPRINKLER SYSTEM WITH SPRINKLER .ti _ 118 EE SYSTEM EE I .$ E I Il Jl x r g�� (FEET) M {F T) Il iI OCC CLASS SQU E F7 O O V • • "; . •••,1*. ../ ' ,4`..,4 B 5 A, E, F 1, M, R, S-1 200 250(B) OLF C LOAD; v I 1 -� }; - 100 2 B 200 30p(C) JVOMF-PA'S ir _ - 05 `5I 04 I , 70 (E) OFFICE (A)SEE THE FOLLOWING SECTIONS FOR MODIFICATIONS TO EXIT ACCESS TRAVEL DISTANCE 104 REQUIREMENTS: � II I �� • I 119 ' gr occCLASS SQUARE (B) BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION �l -SBF OCC LLOAD 903.3.1.1. OR 903.3.1.2. SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS _100 ! 2 , ARE PERMITTED WITH SECTION 903.3.1.2. ' Ppb . bP • (E) OFFICE (C) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE n (E) BREAK - WORK X42' ,1: 120 _WITH SECTION 903.3.1.1 — � ROOM - COMPLIANCE: MAXIMUM TRAVEL DISTANCE- 115.-0" '�' � ik DCC CLASS SQUARE FT `� 1103 I AREA 0 B 114 1 3p OLF OCC LOAD. --- ;occ CLASS SQUARE Fr4___ C.�RC 100 2 3. EXIT OR EXIT ACCESS DOORWAYS(SECTION 1015.1)TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY B 307 9 OcccLASSSQUAREF7 2 SPACE SHALL BE PROVIDED IF THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50(SEE TABLE 1015.1) OLF 0021 AD I •)'6 I - B 2204 (E) OFFICE OLE OCC LOAD • 100 23 - I 122 I COMPLIANCE: EXIT DOORS REQUIRED- 3 l - *X, .ems IoccCLASSISQUARE114 Fr, COMPLIANCE: EXIT DOORS PROVIDED- 3 - - - - _ - - - B • OLF OCC LOADk 100 2 4. TWO EXITS OR EXIT ACCESS DOORWAYS(SECTION 1015.2.1, EXCEPTION 2) WHERE A - s • BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE .111114110. ' (E) OFFICE WITH SECTION 903.3.1.1 OR 903.3.1.2,THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS (E) OFFICE DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL 101 I 123 I DIMENSION OF THE AREA SERVED- N OCC CLASS SQUARE FTOCC CLASS SQUARE FT LG. B 162 - . B 114 COMPLIANCE : MAXIMUM SEPARATION REQUIRED- 66'-0" W OLE •OCC LOAD OLF OCC LOAD _ 100 2 I 100 2 COMPLIANCE : MAXIMUM SEPARATION PROVIDED- 156'-9" d ' (E) OFFICE Z L9 ♦ Z I 124 I W - --- -----------, _ ,,, "' 0 , lot n----- U J JI CIRC. occ CLASS SQUARE 100 IB 114 V') m NiiroLF OCC LOAD 100 2 S PRINT/COPY 11 30, *it %••040 V Mk_ z (V ' • • • NOOK ""— w FIRE & LIFE SAFETY PLAN NOTES cn > z �; 1 1 125 I D Q Z ,� ri L H MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE M j i___1 1 OFFICE IS SERVED BY THE MEANS OF EGRESS OCCUPIED. W m W (E) OFFICE ' L) OFFICE (E) OFFICE (E) OFFICE W (E) OFFICE I 126 I N OT .: 0. ce 133 I 132 1 131 I 128 I ( 127 I E FIRE & LIFE SAFETY PLAN LEGEND. -a z ° o OCC CLASS SQUARE FT OCC CLASS SQUARE FT *CC CLASS SQUARE FT OCC CLASS SQUARE Fri OCC CLASS SQUARE FT I B 136 OCC CLASSISQUARE F1 B 161 J - o B 199 B 13$ I _B 143 _ B ! 136 OLF OCC LOAD SCOP z U OLF OCC 10E 2 ROOM SUMMARY TAG. OCCUPANCY TYPE IS DETERMINED IN ACCORDANCE TO _ OLF OCC LOAD OLE OCC LOAD 0LF OCC LOAD OLF OCC LOAD' 100 2 100 2 J 100 2 100 2 100 2 OCC CLASS SQUARE Fri CHAPTER 3 OF 2014 O.S-S-C- USE AND OCCUPANCY CLASSIFICATION. A BUILDING TT Q CC 1 �F 1I k r ; J OLF OCC LOAD' OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF 1 p L--- m Y =X/Y_ LESS THAN 50 PERSONS OR AREA LESS THAN 750 SQ FT SHALL BE CLASSIFIED AS U LEVEL 1 EGRESS PLAN 0 O o Q AN ACCESSORY TO THE PRIMARY OCCUPANCY OF THAT BUILDING, IN (f} V) ACCORDANCE TO SECTION 303.1.1. 1/8" = 1'-0" PROJECT 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 REVISION DATE REASON FOR ISSUE FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY w ' THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OFA POWER FAILURE,THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT c 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 2014 O.S.S.C. SECTION 2702, PER 6 u 2014 O.S.S.C. SECTION 1006 in a) EXIT LIGHT AC WITH BATTERY BACK-UP, DIRECTIONAL ARROW UNITS WHERE LINE m —4 OF SIGHT TO NEAREST EXIT IS OBSCURED o o FEC FE N M C FIRE EXTINGUISHER CABINET/WALL MOUNTED FIRE EXTINGUISHER WHEELCHAIR SPACE/WHEELCHAIR CLEAR AREA 7- �) v ( 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA LLI LEVEL 1 EGRESS u, EXISTING D PLAN V1 UNEW TENANT PARTITION WALL. SEE FLOOR PLAN FOR CONSTRUCTION TYPE. a, u o o ai0 MAXIMUM TRAVEL DISTANCE D PERMIT SET ___ r COMMON PATH OF TRAVEL 0 u vi o DATE PROJECT NUMBER 06/19/19 191120 SHEET NUMBER u a 0 1- 1 . 0 7 0 CU Cr U d- 01) Ake ni MARIAN KIERSEY �� 0 C•1 ',./i'l,„C °---.3rn PORTLAND, OR •......- - No. :579! o' OF d M ' I I ill 9 (TOL 7). IItAilt TM : OT IN ® I COPS r (2-09) I (2-10) -- Ankrom Moisan ® I I (2-01 _1 L - - - I D 2-04 II- (2-01 )----- - - - - - - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 - _1 (2-10) Z 19 2-04) 2-05 T 503.245.7100 - - 2-05 (2-01) — 1505 5TH AVE, SUITE 300 (2-20)--i c 2-04 SEATTLE, WA 98101 ® _ _ _ = - T 206.576.1600 I--(2-05) 1014 HOWARD STREET (2-16) Wi1 (2-10) ....0.---- _ (2-10) �I SAN FRANCISCO, CA 94103 I T 415.252.7063 2-04) 4 ©ANKROM MOISAN ARCHITECTS, INC. ® - � 2 19 NOT IN SCOPE ' 2-23 1 I 205 'I 1 I (2-10) ' .. I• I (2-04) ' - = _ II1 f204204) > /� II I I 11110-03)-1'--H 2 OS `— (2 10/ - 2-04 2-18 • (2-10) II n -- _ - Ir1 (210) 11 ® 'III II (2-10) 2-04 flif \J (2-10) _ i 2 04 - - - - I I I (2-10) I I (2-01 ) i (2-07) 7, ,._ (z 16) 11 ir - - _ = (2o5 I 'III II } I II (210) II (2-10) 2-0I4 7 (2-06) �'' o O (2- 4-01 10) = .1 1 "5 ,r- oft 0 0 I ° � _.__. .�_ (2OZ) O LJ ( (2o6) I -' is —'�Ti— o (2-02) 2-08 l_ (2-10) 777 (2-10) LAJ (202) (214) , o P I I I (2-02) 1 . I , - I _ II ® I 3 (2-02) I I I (2-02) I ., _77------- . I I LU l II Z °u I z w; r � �f II 11�I (2-02) � I � � _ _. 1 w W N Z cV \2-02) .� w rn i\,_ i _, L;,\.,,,n1- --1, n !._ Lrf ��. \ m D w QT I CC- CO 2-02 (2-02) (2-02) (2-02) (2-02) (2-02) J z O 0 J _1 0 0 LIQ . .. .. . . . . . . . . .. .. = o m V o O v)GV) 4 LEVEL 1 DEMOLITION PLAN PI , 118° = 1'-0° PROJECT REVISION DATE REASON FOR ISSUE w U DEMOLITION PLAN LEGEND KEYNOTE LEGEND 2-01 DEMO EXISTING CASEWORK, DO NOT SALVAGE. u EXISTING WALL 2-02 DEMO EXISTING FLOORING, PREP FOR NEW CARPET. REFER TO FINISH PLAN. ul 2-03 EXISTING HEADER TO REMAIN. PROTECT FROM DAMAGE. REFER TO DEMO RCP. a� WALL OR ITEM REMOVED 2-04 REMOVE EXISTING DOOR AND FRAME SALVAGE FOR POTENTIAL REUSE. m 2-05 REMOVE EXISTING RELITE. DO NOT SALVAGE. a 2-06 EXISTING SINK/VANITY, PLUMBING FIXTURES, FLOORING, &TOILET STALL PARTITIONS u GLASS RELITE - -- _ �. TO REMAIN, PROTECT FROM DAMAGE. 2-07 EXISTING SINK, PLUMBING FIXTURES, FLOORING, &CASEWORK TO REMAIN, PROTECT O KEYNOTE ( 1-01 ) FROM DAMAGE. 2-08 DEMO EXISTING COUNTERTOP AND LOWER CABINETS, DO NOT SALVAGE. UPPER 6, CABINETS TO REMAIN, PROTECT FROM DAMAGE. CONTRACTOR TO CONFIRM EXISTING SINK& FAUCET ARE ADA COMPLIANT. RELOCATE IF FEASIBLE, OTHERWISE t c PROVIDE NEW ADA COMPLIANT STAINLESS STEEL SINK AND ADA COMPLIANT v FAUCET. 'n 2-09 EXISTING TRANSFORMER TO BE RELOCATED, COORDINATE WITH OWNER& BIDDER Lu Y DESIGNED DOCUMENTS. a, LEVEL 1 DEMOLITION '^ 2-10 DEMO EXISTING FLOORING, PREP FOR NEW VCT. REFER TO FINISH PLAN. cn 2-11 RELOCATE EXISTING RECESSED FIRE EXTINGUISHER CABINET. REFER TO FLOOR PLAN. PLAN 2-12 DEMO SECTION OF WALL, PREPARE FOR CASED OPENING. REFER TO FLOOR PLAN. W., u 2-13 EXISTING SHOWER TO BE CLEANED. SHOWER, PLUMBING FIXTURES, &FLOORING TO REMAIN, PROTECT FROM DAMAGE. win C 2-14 DOOR MISSING/DAMAGED DOOR FRAME. DEMO EXISTING FRAME, DO NOT SALVAGE. PERMIT SET C PREP FOR NEW DOOR/FRAME. REFER TO FLOOR PLAN. 0 2-15 EXISTING CASEWORK TO REMAIN. PROTECT FROM DAMAGE. u 2-16 PREP FOR NEW VCT. REFER TO FINISH PLAN. tn r; 2-17 DEMO EXISTING DISHWASHER, DO NOT SALVAGE. O 2-18 EXISTING DOUBLE GLASS DOORS TO REMAIN AS IS. PROTECT FROM DAMAGE. DATE PROJECT NUMBER 2-19 DEMO WOOD BASE. SALVAGE/RELOCATE TO NEW WALLS. REFER TO FLOOR PLAN FOR 06/19/19 191120 LOCATIONS. in 2-20 EXISTING WALL TO REMAIN, PROTECT FROM DAMAGE. SHEET NUMBER .E 2-21 DEMO EXISTING WALL SECTION. ri .w 2-22 EXISTING UTILITY SINK TO REMAIN. PROTECT FROM DAMAGE, T-2..0 arc 2-23 PATCH & REPAIR GYP. BOARD AT AREA OF DEMOLITION. ii ID m D iri '41?% N h,�ARIAH KIERSEY al0 I).- ��KRTLA�ND, OR 1 �j No 509` c' 1:,. ' - 21' S" 20'-0" 4./ � OF 11-71 oIik ri � 3-06 3-06 (---- � � a I h FLOOR PLAN SYMBOLS trfit �-NOT IN _ � TM t SCOPE �3-20� `� . 3-20 - F -- EXISTING WALL Ankrom Moisan 3 20) i. 3-20) '"I- C O 7 NEW WALL TO STRUCTURE a FE+ -` `3-20) ® _ D T-7.0 38 NORTHWEST DAVIS, SUITE 300 °'' ® �A ® EXISTING PARTITION WALL WITH PORTLAND, OR 97209 -4' K 3-14) 2 T 503.245.7100 tea; I 1 \ NEW GYP. SOFFIT ABOVE E T 7.0 1505 5TH AVE, SUITE 300 3.24 ® , 0 rs 3 20 SEATTLE, WA 98101 . 3 20 NEW 9'-0"A.F.F. PARTIAL HEIGHT WALL 3 T 206.576.1600 F ...3 1014 HOWARD STREET - 4 ID - NEW 5' 0"A.F.F. PARTIAL HEIGHT WALL SAN FRANCISCO, CA 94103 IDS 3 24 WORK G T 7.0 T415.252.7063 � GLASS RELITE O ANKROM MOISAN ARCHITECTINC. AREA _� � S, I 114 I NOTN SCO 3-20 ROOM -• ROOM TAG NAME I 101 I Lpd © 3-20 ` ' _ / 3 08) ® ! I11 KEYNOTE 01 ) I nom:; 1 I f . G i i 0 z F� ,�: ,, 11 i 1 E 3-20 3-18 WALL TYPE A , (E) UTILITY ; ; 3-16 ® 3-20, 3-09 D _ E _--�� AIR/GAS (E) CLOS. IDA A ii, — 113 I STOR. COMPRESSED AIR DROP OA CONFERENCE = 3-20 �, 4A 4 T-6.0 2 115 107 (E) PARTS L _ 1 4_ 3-03� I I INTAKE FROM ROOF I STORAGE CIRC. I I ` 3' 0" 3' o" s° 2" ® 0 109 112 3-20 (q q K 3-D6)--/ 11 VIP +U I�!► pi= . (3-10) EXHAUST OUT ROOF E I VIP VO - I i; `--- __ (E) I P V� (E? DUPLEX RECEPTACLE (E) MEN'S'-- , I 1 ® 106 (E) SERVER �� QV LAB RESTROOM CIRC. I 117 0 111 1 __.___ I o I ! _ 0 108 (3-26) 116 4 PLEX RECEPTACLE I ILL, 1 (E) OFFICEvoICE/DATA OUTLET V ems o (E) CIRC. 111s I I ` V ® N vSHOWER 1110 0 /111 EN'SIE) I 104NEW POWER POLE Q 105 IVA _ ❑O d._ 3-27‘ (E) OFFICE M; 3 05 6 3-28 --� I 119 1 FIRE EXTINGUISHER CABINET/ FEC II 320 WALE MOUNTED FIRE EXTINGUISHER • 1 T-6.0 .` 3-261-)'\\ Viii r T ABBREVIATIONS 1 ,,,....... I ® 3 20 _ "; ,..,. .... � E EXISTING 326) , i N NEW J 3 20 (E) OFFICE RL RELOCATED �/ (E) BREAK _ +44" MOUNTING HEIGHT A.F.F.TO CENTERLINE ____ 41 e {1 3 29 I 120 I D DEDICATED ROOM WORK �_�,' CIRC. ., , I 103 I FEC[ CIRC. AREA �[! I 121 I : I I 102 I3-20 - 1 130 I o (E) OFFICE 411 3-04 Fr:, 1122 I HARDWARE GROUPS 328 - _" __ -_.._._. ._._.__ I- __ 3-12 N 6 = ` K 3-26) 3-20 .. GROUP 1 - INTERIOR PASSAGE i _-____ ICU + NEW HARDWARE TO MATCH BUILDING STANDARD 3.20 - LEVER SET- "PASSAGE"TYPE FLOOR STOP . . IE) OFFICE . (El OFFICE SILENCER 'v 1`11 '• I 101 j = 123 ..11; E' - _k_ RE-USE(E) HINGES NN I b.. f..L s: 3-20 j0 3-26) GROUP 2- INTERIOR LOCKING-OFFICE W III I 1 1 C - NEW HARDWARE TO MATCH BUILDING STANDARD I— d 1dzk 2 PAIR BUTTS-4 1/2" 7 11 - \3-26) LEVER LOCKSET-"OFFICE"TYPE ` LD ii,teI .44 - (E) OFFICE FLOOR STOP u W Z • l 124 I SILENCER 9 CIRC. 3-20 3-20 3-20 (r} 100 I I`:` �'V ValCO PRINT/COPY HARDWARE NOTES w I� m G CIRC. 317 D=_'_ N I 129 I NOOK( 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR STATING: "THIS Z Z I 125 I DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" N. w 61 to m () _ _ V u �., v %; �'\,\� L 2. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF p Z KEY, SPECIAL KNOWLEDGE OR FORCE. W D 10 e C NOT 3. ALL HARDWARE IS ADA COMPLIANT. (n m CC (E) OFFICE (E) OFFICE (E) OFFICE _ (E) OFFICE 1`E) OFFICE OFFICE pCL 133 I r 1132 I 131 128 1127 I 1 126 1 J Z o • COPE 4. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF J ❑ 0 3-20 3-20 3-20 3-20 APPLICABLE. O Z U #—, I 1 ; it ": . . -- m 5 0 0_ Lf) DOOR R AN D FRAME NOTES z O V CC op LEVEL 1 FLOOR PLAN T-7.0 1. SALVAGED DOORS TO BE REUSED AS NEEDED. u 1/8" = 1'-0" PROJECT u cu REVISION DATE REASON FOR ISSUE a_ vi Lu FLOOR PLAN GENERAL NOTES 1REYNOTE LEGEND D 13-02 CONTRACTOR TO PROVIDE INSULATION IN WALLS AT WAREHOUSE, PROVIDE SEPARATE HVAC ZONES BETWEEN WAREHOUSE AND OFFICE. -_ ` ' 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. 3-03 CONTRACTOR TO PROVIDE AND INSTALL ADA COMPLIANT UTILITY SINK&FAUCET. SINK SPEC: ELKAY LUSTERTONE, CLASSIC STAINLESS STEEL 31"X E 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWINGS AT COMPLETION OF 22"X 6-1/2", SINGLE BOWL, MODEL#: LRAD312265PD, FAUCET SPEC: KOHLER SOUS, PULL-DOWN KITCHEN SINK FAUCET, MODEL#: K-10651-SD. v CONSTRUCTION. 13-04 COORDINATE WITH TENANT FOR BACKING/WALL FINISH REQUIREMENTS.TYPICAL THROUGHOUT, 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI — ii STANDARDS. APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT" OR EQUIV.) PRIOR TO FINAL 3-05 CONTRACTOR TO CONFIRM EXISTING SINK& FAUCET ARE ADA COMPLIANT. REINSTALL IN NEW COUNTERTOP IF FEASIBLE, OTHERWISE PROVIDE FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. NEW ADA COMPLIANT STAINLESS STEEL SINK AND ADA COMPLIANT FAUCET. (A 4. ALL POWER/ DATA TERMINATIONS ARE NEW UNLESS DENOTED AS EXISTING. IF THERE IS EXISTING I3-06 CONTRACTOR TO VERIFY EXISTING ELECTRICAL PANELS MEETS TENANTS REQUIREMENTS. .°c POWER AND/OR VOICE/DATA RECEPTACLE(S)WITHIN 2'-0" OF NEW LOCATION, NEW POWER AND/OR 3-07 CONTRACTOR TO PROVIDE AND INSTALL FUME HOOD FOR LAB- BIDDER DESIGN MECHANICAL DRAWINGS. PROVIDE ELECTRICAL(1X20AMP, t" VOICE/DATA IS NOT NEEDED. 120VAC).VERIFY DIMENSIONS & REQUIREMENTS W/TENANTS. 3-08 CONTRACTOR TO FIELD VERIFY THAT GARAGE CAN BE OPERABLE WITH EXISTING WALL REMAINING. 3-09 CONTRACTOR TO PROVIDE BACKING AS REQUIRED FOR WALL MOUNTED MONITOR. LOCATED CENTER OF WALL.VERIFY HEIGHT WITH TENANT.ADD POWER& DATA FOR MONITOR. COORDINATE LOCATION & HEIGHT W/TENANT PRIOR TO INSTALL. 3-10 TENANT PROVIDED GAS TANKS SECURED IN TENANT PROVIDED CABINET.TOTAL OF THREE GAS CYLINDERS FOR CO, SO2 AND NO.VERIFY CABINET LOCATION WITH TENANT. i a) 3-11 RELOCATE EXISTING FIRE EXTINGUISHER AS REQUIRED. - V) I3-12 EXISTING DOOR& RELITE TO REMAIN AS IS. PROTECT FROM DAMAGE. 3-13 CONTRACTOR TO COMBINE(I)&(E) INTO ONE ROOF PENETRATION. REFER TO RCP,SITE VERIFY LOCATION WITH TENANT. LEVEL 1 FLOOR P LAN c I3-14 TENANT PROVIDED COMPRESSED AIR TANK WITHIN WOODEN ENCLOSURE. to 13-15 CONTRACTOR TO PROVIDE&INSTALL ADA COMPLIANT 18"VERTICAL GRAB BARS. F.,' I3-16 EXISTING HEADER TO REMAIN. NEW HEADER TO BE BUILT AND EXTEND TO EXISTING WALL. REFER TO RCP. cai 13-17 FURNITURE/EQUIPMENT SHOWN FOR REFERENCE ONLY.TENANT PROVIDED. I N cu v 3-18 RELOCATED EXISTING FIRE EXTINGUISHER CABINET. c - 3-19 CONTRACTOR TO PROVIDE 3X2OAMP OUTLET. EVERY TWO OUTLETS. PERMIT ET D CO 3-20 CONTRACTOR TO PROVIDE 1X2OAMP OUTLET. a 3-21 CONTRACTOR TO RELOCATE/INSTALL EXISTING WOOD BASE AT NEW WALL. rc in 3-22 CONTRACTOR TO PROVIDE 1X40AMP OUTLET. N. _ 3-23 CONTRACTOR TO PROVIDE 5X20AMP OUTLET. EVERY TWO OUTLETS. No 3-24 CONTRACTOR TO PROVIDE 220, 1 PHASE,&5OAMP OUTLET. _— __ DATE PROJECT NUMBER rn 3-25 NEW OR RELOCATED 3'X7' BUILDING STANDARD DOOR& FRAME W/ADA COMPLIANT LEVER AND RELITE. HARDWARE, REFER HARDWARE GROUP 1. 06/19/19 191120 in 3-26 REPLACE EXISTING DOOR KNOB WITH NEW ADA COMPLIANT LEVER TO MATCH BUILDING STANDARD. PROVIDE NEW LOCKING HARDWARE AT 0.1 EXISTING DOOR, HARDWARE GROUP 2. SHEET NUMBER eL 3-27 PROVIDE ADA COMPLIANT DISHWASHER, SPEC: UNDER-COUNTER DISHWASHERS, BOSCH, 300 SERIES, SGE53X55UC, FINISH: STAINLESS STEEL. › 3-28 CONTRACTOR TO PROVIDE POWER POLE AND POWER/DATA AS REQUIRED. T-3 . 0 w 3-29 CONTRACTOR TO PROVIDE POWER&DATA IN EXISTING COLUMN. u a co )'°D A r rnN `� MARIAN KERSEY c3 C PORTLAND, OR/ ��j No. 5094 ,Q OF I ! 1 ! 4-02/ I Irl I I I I I I I I I I I I I I i I I II I I I 1 1 1 1 1 1 1 1 1 1 NOT IN - II 1.--7,-; __-_,1_ 1 1 1 1 1 11141i TM 1 ! / / 1 1 1 / I I / I I / I / SCOPE +-� -+IL+- ' 1 �� _+-+- ` -+- ` -�� Ankrom Moisan - L L L L L JJ I I I 1 ! I I I 1 i - - T T T T- T I I I I I / I 4-02)! I I / I I I / 1 Li ----+- - - SUITE 300 ( 4 PORTLAN R 97209 4 + �� +I� l � I I I I I ! I I I I / (4oz/ / 11,17 /� ! I I I i ! I I I D O I III I J 1 I 1 1 I T 503.245.7100 1 I I 1 i 11 I 1 1 I I I I -- - I I I I 1 1 ! I I / I I / I I 1505 5TH AVE, SUITE 300 4-06 I- I- I A L 1.1 I i I Ii / t / ! I SEATTLE,WA 98101 1 I 1 1 I II I i I 1 T 206.576.1600 (4-04 > I I(402 ! / / I I 1 / - I I I f 111 E i 1 1 1 --c -+ +I-+ - -�# -+-+- - # 1014 HOWARD STREET 1 I E 1 I I 1 1 ! I 1 I SAN FRANCISCO, CA 94103 / I / I I I i / I I (I 4-02> E / 1 k I !I I I I I I I T I I I I T 415.252.7063 �..-. . . .., a -- -- - - - - - - --' - c ANKROM MOISAN ARCHITECTSINC. I I I I ! J1 1 I I I I 1 O • - z .. �. I I I I I 111 I 1 1 I 1 I I - _ 1 1 1 1 1 I 1 I I 1 I , / I / 1 1 1 1 1 / 1 I / I / ! # • I I 111 1 I I 1 1 1 , i I -- --+ ---)! -+ --+-� -+- -+-+--- -+- , -+-+- I I I I III I 1 4-07) 1 IIIII I I I 1 I _ I r LI I I I 1 I I I(402�1 I I I J I 1 I I I I I ! I 1LIL 1�1 1 - I I I I I L .—.— I ... ..... ... ... . - I i �'_. _- ) EI -- •___": +T+T+� _.�'"—+—+—+—+'—+- TTT -T-T'� I �+ , 4-07 I I1 1L I I I I I I I I I I I I I I I I I I I 1 I I !- I r ti I I (4-02) ! r---- I 1 I ( 4-03 - ----+---+----1 • I I --+- -T -+-+- T 4.-+-+- -r - +- . ' -+-+-T-'->+- + w w (4Q8� I (403 ) - I.E . I ! i 1 +-- +---i nr1 1 1 ! 1 1 I 1 I I 1 1 (4-03' ,iLu -, EXISTING /.1 /LLI _ (4-01 ----+---+----I III-- +-- ,-+- .., + w -- t u1 w w J / 402 / I 403-, i I SKYLIGHT. 1 I I /-- - H / <403) -,- / , i / E � i { - - (4-06) - +--_+= f I 1 111 r -,- ! i -i- - _ - - --_- 11 III 1 I I I I44_07) i (4-09) . k ti ,/ L 1E I / \ -I 3f ` :, � E I I ® I 14-03) 9 (4 01�. 4-03 $I I - - w 1 cl i 1T 11 (4033, 1 , u , . �I 4 01 0 rte, 111 , • • 1! e T° u lu u I y j u/ li f ; M REFLECTED CEILING PLAN SYMBOLS II F ,/, J 1. y i .., EXISTING LAY IN LIGHT FIXTURE [:....._,.. u 1 u 7 u uki R 1/I I Ci I I i 1 -I- - -h - -jf " (4-03) I 1 11 e - 3': EXISTING GRID TO BE REMOVED I I q i lit RL I I -_ _ u u u u 1/1I + ___ _, — (43) pa I EXISTING GRID AND TILES TO REMAIN !f �+' I ( 4 Q3� I I zr s I� ju u kJ ' ' i i1/j i�u U IM-,..„...- - z17."0� 1:, REMOVED LIGHT FIXTURE I Ir 1 - - w v c:- r Iu 1 , i ,i / I I RECESSED CAN LIGHT FIXTURE El i 7EXISTING '' (4-03)! 2; f u(403) / :: u SKYLIGHT I.a I U iu u �� +=-_ _. F i — r- -x .- RECESSED WALLWASHER LIGHT FIXTURE 0 l i_ ItAll r. 1I u - ® I u L1 /J • 1 [ ___ GYP BOARD CEILING/SOFFIT W Lli 11 ( 40� ,1 �_ f__ s I 1 i IL i L.7 PENT STRUCTURE D TO U 1 ; 11 I z �. < 4-03 ;: -411 W - I111 II uIll 1/1 0 O' Com. I 1[1.1__ I (4-0i) AREA NOT IN SCOPE u u 03 m 4 03� ® ;' EXIT LIGHT AC WITH BATTERY BACKUP AND DIRECTIONAL ARROW. UNITS ® W D CV E WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. ---I z - i /l LU Cr) -. I 1— I EXISTING EMERGENCY WALL LIGHT FIXTURE WITH BATTERY BACKUP. - D Q zO z (403 (403 ( 403 ( 403, <IA . . L <403� / iu NOT I N F . 1 CO m w ,. 1 INTAKE FROM ROO I f f J 1.1,: r u SCOPE EXHAUST OUT ROOF Fi VI 0 J z Q O u u u u 4, 4-03 EXISTING EXHAUST FAN - -r > L I 0 V) Q ABBREVIATIONS u mo O E EXISTING r- O. U) LEVEL 1 DEMO REFLECTED CEILING PLAN 0 N NEW L RL RELOCATED 7. 1/8"= 1'-0" PROJECT L. REVISION DATE REASON FOR ISSUE u 4 C DEMO REFLECTED CEILING PLANS KEYNOTE LEGEND ', 4-01 EXISTING CEILING TO REMAIN,TYPICAL THROUGHOUT U.O.N. GENERALNOTES 4-02 REMOVE EXISTING CEILING GRID, PREP FOR OPEN CEILING TO STRUCTURE. EXISTING �, VISIBLE LATERAL WALL BRACING TO REMAIN. DEMO EXISTING LIGHT FIXTURES, DO v NOT SALVAGE. 1. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. 4-03 EXISTING ACT&GRID TO REMAIN. REPAIR ANY DAMAGED TILES. EXISTING LIGHT m 2. DO NOT SALVAGE LIGHT FIXTURES TO BE REMOVED U.N.O. FIXTURES TO REMAIN, RELOCATE AS REQUIRED. 3. SALVAGE REMOVED CEILING TILES IN GOOD CONDITION FOR BUILDING STOCK. 4-04 CONTRACTOR TO PREPARE OPENING FOR(I)&(E)TO BE COMBINED INTO ONE ROOF u; PENETRATION. REFER TO RCP,SITE VERIFY LOCATION WITH TENANT. 4-05 EXISTING HEADER TO REMAIN. PROTECT FROM DAMAGE. REFER TO RCP. 0 4-06 DEMO EXISTING LIGHT FIXTURES. DO NOT SALVAGE. PREP FOR NEW LINEAR N SUSPENDED LIGHT FIXTURES, REFER TO RCP. 4-07 DEMO EMERGENCY EXIT SIGN. SALVAGE FOR BUILDING STOCK. 2 4-08 REMOVE EXISTING CEILING GRID, PREP FOR NEW CEILING GRID TO MATCH EXISTING CONDITIONS. RELOCATE EXISTING LIGHT FIXTURES, REFER TO RCP. L.(7)) - In 4-09 REMOVE EXISTING LIGHT FIXTURE, DO NOT SALVAGE, PREP FOR NEW CEILING GRID TO L MATCH EXISTING CONDITIONS. REFER TO RCP. LEVEL i DEMO ow 4-10 CONTRACTOR TO PREP FOR POWER POLE AND POWER/DATA AS REQUIRED. to 4-11 DEMO EXISTING EMERGENCY LIGHT FIXTURE. SALVAGE FOR REUSE. REFER TO RCP FOR REFLECTED CEILING a NEW LOCATION, C v PLAN v C en PERMIT SET 0 Q DATE PROJECT NUMBER 06/19/19 191120 SHEET NUMBER vv .Q 7 T-4. 0 v U CD � � AJ N oc\I • MARIAH EY 1C rn ir3PORTLAND, OR 4-)- ,..2> No. 509• c:S" OF Q EQ. , 10'-0" 1, 10'-0" . 10'-0" 10'-0" 10'-0'' EQ. I + II t I I I - Q OT ! w thit TM SCOP . - Ankrom Moisan b 60 38 NORTHWEST DAVIS, SUITE 300 5-04 ) PORTLAND, OR 97209 f N , N , N N iNT 503.245.7100 Nn __ 1505 5TH AVE, SUITE 300 0 SEATTLE,WA 98101 1NORK T 206.576.1600 (5-04 > AREA N N = N N N . N .. EM 1 114 1 EM 1014 HOWARD STREET SAN FRANCISCO, CA 94103 5-05 o T 415.252.7063 o 5-07 °O Q ANKROM MOISAN ARCHITECTS, INC. Nil I • : N N N IN N N 0 Eo 4 N N _ N O N \+ .� EM , W_e EQ. ` 10'-0" 10'-0" EQ r ( ) 11 II 1 o r' a / / r1 f (5-11 Tet "' Ii �� 502 509) u Nam — / L J _ wi w / I LE} [LI . / / .N II (5-06� \ i / II r (E) PARTS C u_ ..!-! EXISTING1 w w 1` / �OVFERNCE \ Sim EM w / w r w w E w w - 60 STORAGE �5.08) CIRC, SKYLIGHT/ 0-4-.)1' ,jI» 109 N N 112 5 03 Ii — af� � LU 1 jfN \ ir 0 • _ _ _ 0 �:. (5-03) T R Iu (5 � 5-03� li, 5-01 47, L ---- I I l --------- -._......: .. I g Ir._._. , 5-07 - I \ f , I ---::..7:.:: _ E (5 03) LAB E) AIR/GAS •I MENDS �. : N N N 5-03) - , R� RESTROOMTOR ! ;-;__' w w iq 4r 1 117 I S 1 _ E`---2=1.L72=== I 1Q6: E OFFIC I 116 1 I 115 I I I` ___. 1�.�. ..._...�. -- — u 118 I \ ,� , � CIRC�� ' ;•. ® (D SERVER I® ,i 08 111 , LL.---- WOMEN'S , CIRC. (5-03) 1 105 �' '� 'SHOV�EF', IlI 1lo J 'u - IL a [-I { _ , . r' 1 104 1 G.) OFF1ICE li � 119 • 4i, 11 li k1_, kii 5-12rILL1 i i - REFLECTED CEILING PLAN SYMBOLS u L 11 I__ ,503) EXISTING LAY-IN LIGHT FIXTURE 1`. L /I 120 1 i s �, R5 13 ) ROOMEXISTING GRID AND TILES TO REMAIN 11 IL. u u /Lo' W�7Rk_.. _ A 7 X03 0 ,� AFEA ( - :IR _ ( -o3 4 CIRr 1 1 0 I 5-15/ 121 EXISTING RECESSED CAN LIGHT FIXTURE ' 11 'E O F I E / 5 03) I 102 I (5-03) 1'' " . /u 'u �u - 1..2 ,u EXISTING RECESSED WALLWASHER LIGHT FIXTURE �12 � C5 w .. (EiOIFIdE � 03 > I & lei I al — RELOCATED LAY-IN LIGHT FIXTURE RL l '' / EXISTING (E) OFFICE RL u U ® 4u SKYLIGHT.- Illt231 GYP BOARD CEILING/SOFFIT / 5-03) [e. i , � 5-14� � A] li I 1 _ <5-03) OPEN TO STRUCTURE W _ I \ / R ,_ ._ ni �� _ X03 Z l� C RC 1 '' 0 /1 a i 1 f ' AREA NOT IN SCOPE W Z ( 1 ,a - E OFI=ICE 'Li5.15 LIGHT FIXTURE WITH NIGHT LIGHT/ EMERGENCY CIRCUIT ®I © 5 03� `' _ -,___ L 124 I 1EM il') m (�� r I � PRIN1VCOP' W w m ��� ® [ RC_ � EXIT LIGHT AC WITH BATTERY BACKUP AND DIRECTIONAL ARROW. N �3 \ t� ® INQO ( UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. 40 Z Z 125 —0 w al "'', ,�r..a i > U �n • � 1 Q Z 1 L O=FICE I_ FFIC1E (E1 OFFICE (0 ORFICE OFFICE EXISTING EMERGENCY WALL LIGHT FIXTURE WITH BATTERY BACKUP. M- �y 0 Z 503) /u1 1'32 I 31 1 ( 123 1 I 127 I `' 03) 1 126 1 NO �`� W CO Al Lt .!, a f INTAKE FROM ROOFtn 4 SCOPE/1..1 kli kl li 111 11,4 rEXHAUST OUT ROOF5-03) - 503) (-5-03, \503) O O l Q u -- EXISTING EXHAUST FAN QCC Ir -... i._. ........ _... _......... ....... -a g CO ABBREVIATIONS U C/) o O Q E EXISTING CD 0 LEVEL 1 REFLECTED CEILING PLANCI N NEW RL RELOCATED • 1/8" = 1'-0" PROJECT REVISION DATE REASON FOR ISSUE Lu REFLECTED CEILING PLAN GENERAL NOTES KEYNOTE LEGEND Cc) 5-01 OPEN TO STRUCTURE. CONTRACTOR TO VERIFY WORK AREA 114 WILL c 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. BE A CONDITIONED SPACE. v, 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. 5-02 EXISTING HEADER TO REMAIN. PROVIDE NEW GYP. BOARD SOFFIT 3. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. FROM TOP OF OPENING TO UNDERSIDE OF STRUCTURE. 4. UPGRADING OF EXISTING CEILINGS(2014 OSSC SECTION 1613.1) 5-03 EXISTING ACT&GRID TO REMAIN. REPAIR ANY DAMAGED TILES. o 5. RELOCATE OR DEMO EXISTING LOUDSPEAKERS, SMOKE DETECTORS,AND MOTION DETECTORS AS o NECESSARY. CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING OWNER AND TENANT PRIOR 5-04 CONTRACTOR TO COMBINE(I)&(E) INTO ONE ROOF PENETRATION. N TO DEMOLITION. SITE VERIFY LOCATION WITH TENANT. r_ 6. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. FOLLOW 5-05 OPEN CEILING.VISIBLE LATERAL WALL BRACING AS REQUIRED. E NECESSARY CODES AND REGULATIONS. 5-06 CONTRACTOR TO REPLACE BROKEN OCCUPANCY SENSOR. O 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. 5-07 NEW LED LINEAR PENDANTS, CLIENT REQUEST TO HANG @ 12'-0" a, 8. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWING AT COMPLETION OF A.F.F. FIELD VERIFY HVAC AND ADJUST LOCATION AND HEIGHT AS CONSTRUCTION. REQUIRED.CONTRACTOR TO SELECT LIGHT FIXTURE AND HAVE ,o 9. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. TENANT APPROVE PRIOR TO ORDERING. cu 10. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE 5-08 NEW CEILING GRID & RELOCATED TILES TO MATCH EXISTING vl Lu LATERAL FORCE BRACING. CONDITIONS. RELOCATE EXISTING LIGHT FIXTURES, u 11. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS EXTENDING t 5-09 NEW CEILING GRID & RELOCATED TILES TO MATCH EXISTING LEVEL 1 REFLECTED 0 TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED CONDITIONS. AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS.) 5-11 CONTRACTOR TO REPLACE DEAD BLUB. CEILING PLAN 12. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 13. THE MINIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 OF AN INCH. 5-12 CONTRACTOR TO PREP FOR POWER POLE AND POWER/DATA AS u REQUIRED. N 5-13 CONTRACTOR TO PROVIDE POWER& DATA IN EXISTING COLUMN. O 5-14 EXISTING CEILING HEIGHT CHANGE, MATCH EXISTING ACT WRAP. PERMIT SET m 5-15 EXISTING CEILING HEIGHT CHANGE TO REMAIN. 0 0 U V} N O DATE PROJECT NUMBER 06/19/19 191120 SHEET NUMBER a- T-5 .O 2 - o_ `���' car N )� rn C MARIAN KIERSEY N o.) . dh-7,=.4.-' • TENANT PROVIDED REFRIGERATOR PORTLAND, OR _.(f):,;:___No. 509• 0 ,..,: _= EXISTING UPPER CABINETS TO REMAIN �� OF 6�� -- -— - - -- - - PL-1: PLASTIC LAMINATE, HORIZONTAL i _ -__ - - -_ _- --- - - - - SURFACES&4" BACK SPLASH. PER 1- - - - FINISH LEGEND r © © -- - PL-2: PLASTIC LAMINATE,VERTICAL _ W ® i / SURFACES. PER FINISH LEGEND _ _ n n �i - �- _ `� �� NEW ADA COMPLIANT /� (�_- _ (�=� - ��� \ // UNDER-COUNTER DISHWASHER, I- Ani_�a _ OISan /N .....------ F., / BOSCH,300 SERIES, MODEL#: I -- -=_- - - _ - - - - -_ __- \ < C > \ / SGE53X55UC,STAINLESS STEEL ^� 38 NORTHWEST DAVIS,SUITE 300 �� \ / V PORTLAND, OR 97209 -_\-- I N / I I T 503.245.7100 3'-0" iir I j I 3'-0"CLR. ArLy 2'-0" CLR. ADA VFY.W/MFG. 1505 5TH AVE,SUITE 300 SEATTLE,WA 98101 T 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 BREAK ROOM - WEST ELEVATION T 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. 3/8"= 1'-0" CONTRACTOR TO PROVIDE AND I I INSTALL FUME HOOD FOR LAB- I I BIDDER DESIGN MECHANICAL CONTRACTOR TO PROVIDE AND I I I I INSTALL FUME HOOD FOR LAB- I DRAWINGS. PROVIDE ELECTRICAL IVI I BIDDER DESIGN MECHANICAL (1X20AMP, 120VAC).VERIFY i I DRAWINGS. PROVIDE ELECTRICAL I DIMENSIONS&REQUIREMENTS I I - W/TENANTS. (1X20AMP, 120VAC).VERIFY PL-2: PLASTIC LAMINATE,VERTICAL ,L 4 )-- — — DIMENSIONS&REQUIREMENTS SURFACES. PER FINISH LEGEND / \ " WlTENANTS. PL-1: PLASTIC LAMINATE, HORIZONTAL PL-1: PLASTIC LAMINATE, HORIZONTAL SURFACES&4" BACK SPLASH. PER SURFACES&4" BACK SPLASH. PER © FINISH LEGEND © 1- © FINISH LEGEND PL-1: PLASTIC LAMINATE, HORIZONTAL z SURFACES&4" BACK SPLASH. PER T-7.1 ® ® z ® PL 2: PLASTIC LAMINATE,VERTICAL / FINISH LEGEND p PL 2: PLASTIC LAMINATE,VERTICAL / SURFACES. PER FINISH LEGEND ./ ,� I n n -'-'---- SURFACES.PER FINISH LEGEND /r / . / �� '_— II / CONTINUOUS LEDGER FOR COUNTER - II-- I _� CONTINUOUS LEDGER FOR COUNTER EZ / / \ 1 SUPPORT OPEN H OPtl EN OPEN SUPPORT _ >< / > Z / \ / INTERMEDIATE CUT-BACK LEG o N / \ /� o — II v II ► ` �� _ �I INTERMEDIATE CUT-BACK LEG _ `" ` B-1: RUBBER BASE. PER FINISH LEGEND `�' \ II /�_ / / SUPPORT. FINISH IN PL-2 "' II II SUPPORT. FINISH IN PL-2 N / N1 II / I \ / I \� .-1 .� I \ ,, �_ II �� ��� _� 1- � B-1: RUBBER BASE. PER FINISH LEGEND r II II Li _. _` CONTINUOUS LEDGER FOR COUNTER PROVIDE SUPPORT jr 01 01 I EQ. 3'-0"CLR. EQ. / 8'-2"CLR. �, 6' 0"CLR. OPEN SUPPORT 'I AS REQUIRED ADA OPEN OPEN INTERMEDIATE CUT-BACK LEG Q SUPPORT.FINISH IN PL-2 2LAB - EAST ELEVATION LAB - SOUTH ELEVATION PL-2: END PANEL. PER FINISH LEGEND LAB - WEST ELEVATION 3/8"= 1'-0" 3/8"=1' 0" 3/8"= 1'-0" CC W I— o- zz W V CO W w N Z N w al n az z O v, 0Ci m W w CL —� O O Z J z 0 I o � m V o ° N o O Q REVISION DATE REASON FOR ISSUE a) c a) U N La a) c La m in 0 ..0 u N N L. O N ci E-, c a) U Ul LU ELEVATIONS U N N C 7 N i a) c a) U 0 0 a) c PERMIT SET m u N L DATE PROJECT NUMBER 06/19/19 191120 g (L)S I KUL I URE a 1/4"HILTI KH-EZ 1 1/4" EMBEDMENT WALL CAP WITH EASED EDGES.SEE SPEC FORLn ���� � Tr AT 2 FEET O.C. INTO STRUCTURE SECURE TO EXISTING #._ MATERIAL `; (E)STRUCTURE STRUCTURE WITH SCREWS TRIM FLANGE, BEND WEB AND I 1/4"REVEAL BLOCKING FINISH TO MATCH TOP A. � iii - FASTEN TO STRUCTURE W/ CAP \ MARIAN KIERSEY . ""` �� 1/2"ACOUSTICAL SEALANT JOINT,TYP EA _/� l� 1/4"X 1.625 EMBED HILTI KH- (/ �i EXISTING ALUMINUM WINDOW - ZS SIDE. USE FIRE SEALANT AT RATED WALL. V V r ; '� GYP BD CORNER BEAD,TYP r 3 1 d'//7-.)C -MOLD EDGE,CONT \� EZ @ 24"O.C. I I SYSTEM \ _ CONTINUOUS BLOCKING PORTLAND, OR ■ • 1° ` _ 18 GA LONG LEG DEFLECTION TRACK SET IN(2) TRIM FLANGE, BEND WEB AND \ _-., J_- ,-;.. 1/8"x 21/2"x 8"STEEL PLATE WELDED TO \ I STEEL STUDS WITH GYP BD No. 509 3625125-18 LATERAL BRACE,4-0 O.C.CONTINUOUS ACOUSTIC SEALANT BEADS. REPLACE f FASTEN TO EXISTING STRUCTURE \ \ TUBE STEEL POST.SECURE TO BLOCKING WITH EACH SIDE \ F ALTERNATING DIRECTIONS PER LATERAL \ �� BRADY SYSTEMS"SLIPTRACK"TOP TRACK FIREPROOFING AS r i i \ \ BRACING DETAIL. (4)SCREWS PER PLATE • I FINISHED SILL BELOW- OF O� REQUIRED 3625125-18 LATERAL BRACE,4-0 \ \ ACCEPTABLE ALTERNATIVE. a i \\ . \ NOTE: ALL SILLS TO BE _� MINERAL FIBER INSULATION J-BEAD O.C. BACK SIDE ONLY MTL STUD TOP RUNNER \ INSTALLED BEFORE INTERIOR1----: -.T_-- = - ----------- _ -_ STOP STUDS SHORT OF TRACK TO ALLOW NEW GYP BD SOFFIT / / r SECURE BRACE TO STUD WITH ' \ ►-- WALLS. DO NOT CUT SILLS FOR _4eI1!' TM - S �. GYPSUM BOARD,ONE LAYER EACH SIDE I MULLION CLOSURES OR WALL 0 0 00 0 0 FOR DEFLECTION \ i SCREWS.\ \ = i INTERSECTIONS.\'" (E)WALL BRACING TO REMAIN ADD21/2 x21!2 x1/8 STEELTUBEPOSTAT DONOTSCREWSTUDSTOTOPTRACKTO \ \ _ 0 , _(N) NEWASREQUIREDTOMEETCODE o PARTITION ENDAND INTERMEDIATES NOTTO GYP BD CASING BEAD oEXCEED 5-0 OCFULLHEIGHTMTLSTUDATFACEL SUSPENDED CEILING SYSTEM REMOVE(E)WALL \\\z / CONTINUOUS - z \ I 0 II ; _ �7\ - I ` , METAL STUDS,SEE MTL STUD SCHEDULE OF EXISTING SILL STUD ■ BRACING AT OUTSIDE _, i STUD TRACK - -- a I M sf 2 INCH CLOSURE ANGLE,OR APPROVED Q 1, 0 0 0 0 0 (1 0 FOR GAGE,SPACING,AND HEIGHT. \ --z --An _ !i t��Sa OF SOFFIT \ -, _1 _ TRIM FLANGE, BEND WEB AND FASTEN = \ - / ALTERNATE r- �� ' �' r-L4i� _ = 2 cL u71-p ���'Diri ARC crl CUSTOM FABRICATED CASEWORK INFORMATION FACE OF WALL UPPER-4" PULL ;__,,5IE ;__,,5MARIAH KRSEY o —► FACE OF WALL •--3 CABINET BODY 2'-0"MAX ;°', 1� I, %s) - 3/4" MDF UNLESS NOTED AS PLYWOOD ON DETAIL WITH PLASTIC LAMINATE FINISHED END PANELS, ADA FAUCET AND SINK ' z'_ << V PORTLAND, OR PER FIXTURE SCHEDULE _ d i - — t No 509. FACE, & EDGES. ;Q ,� Q -1/4" MDF BACK WITH MELAMINE. BACKSPLASH AND ; BACKSPLASH AND COUNTERTOP n 1�� �� -MELAMINE FIXED BOTTOM SHELF. COUNTERTOP PER PER SCHEDULE OF O SCHEDULE my �- 4 RESILIENT CONCRETE ADIUSTABLE �\ �' ` i ,j ' '` 2131256 256 FLOOR if if if 314" MDF E SHELVES MELAMINE WITH MATCHING EDGEBANDING AT FRONT EDGE. \ - 4' I -- CENTER OF DOOR PROVIDE(4) MTL SUPPORT CLIPS PER SHELF AND MOUNTING HOLES AT 32 MM OC IN END PANELS. *PULLS PER SCHEDULE. SEE `� - In 4" RAIL AT TOP AND BOTTOM �~ C_ (WHERE APPLICABLE) TYP. PULL LAYOUT FOR '� {` / OF CABINET �o / 1 8 oe - DRAWER 4" PULL: CENTERED ♦ .•♦♦ I', DRAWERS PLACEMENT FF, , �� ♦ RESILIENT FLOOR PER SCHEDULE 4. - 112" MDFWITH MELAMINE SIDES, BACK, AND FRONT WITH MATCHING EDGE BANDING. E=■=,E I r . *PULLS PER SCHEDULE. SEE 14%- -- 1 E ) O' A4/ilk TM 1/4" MATCHNGBOTTOM,TYP. " I �♦ j PLACEMENT ��}) ° o DOOR& DRAWER FACE WRAP SUPPLY AND DRAIN I I -_\-� I f Ankrom Moisan -3/4" MDF WITH PLASTIC LAMINATE FACE AND BACK WITH MATCHING EDGE BANDING. PIPES WITH INSULATION v 11' o e ♦�-.- ---�FLOOR FILL TAPER 118" PER FT 2 z ° \ —AS REQUIRED 38 NORTHWEST DAVIS, SUITE 300 HINGE o I ° 'JrEQ J EQ I / PORTLAND, OR 97209 . ZnBLUM FULL OVERLAY, 120 DEGREE N �� r T 503,245,7100 -FINISH: NICKEL PLATED PLASTIC LAMINATE INSIDE ° • ° � ♦ CONCRETE FACE AND EDGES ♦� .♦40 I 15055TH AVE, SUITE 300 PULLS — 23/213/2 � � SEATTLE,WA 98301 -HAFELE, MODEL NO 177.50.610 ALLOWABLE EQUIPMENT �� o o \ 1. /, 1 I k 4 ,� T 206.576.1600 FINISH: BRUSHED STAINLESS STEEL AREA l°NII �, , , I T „,. ^� ' ATTACHED TOE KICK TO DOOR CII \ _ -% ��m�yv��t �+I �Ir �ri(1 , n(w1 )1 (�"1 (1 `'f, , 1014 HOWARD STREET [� ^ f .� TRANSITION STRIP DRAWER GLIDES \ _ j' <. _C SAN FRANCISCO, CA 94103 -GALVANIZED STEEL CONSTRUCTION, BALL BEARINGS SEPARATING TRACKS. FINISHED FLOOR AND BASE S` - J T 415.252.7063 BELOW SINK PER SCHEDULE I BASE PER FINISH SCHEDULE ACCURIDE, MODEL 3$32 100LB OR EQUIVILENT ` +/\ `' f `` ©ANKROM MOISAN ARCHITECTS, INC. \ FINISHED FLOOR-SHIM AS REQ CONCRETE SLAB SHELF RESTS: 3" TO LEVEL \ LOWER-4" PULL • •• -KNAPE AND VOGT MANF. CO. , MODEL NO 346 SHELF SUPPORT PINS. / / 3 i; -FINISH:ANOCHROME. (2)CONTINUOUS 4" H BASE RAILS WITH STRETCHERS AT 24" OC DOOR STOPS: -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. A. D.A. SINK ATTACHED TK LOWER CABINET DOOR & DR TI - CASE - TYP. PULL LAYOUT RESILIENT FLOOR TO EXISTING CONCRETE MISC BRACKETS: 1 112" = 1'-O" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 6" = 1'-0" -WALL MOUNTED MILLWORK: HAFELE HEBCO , (LOAD CAPACITY 1100 LBS. PER PAIR), 287.45.459. -FINISH: GRAY PRIMED STEEL. BACKSPLASH AND COUNTERTOP PER FINISH SCHEDULE ALL CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI PREMIUM STANDARDS UNLESS NOTED OTHERWISE. 1 CASEWORK CONSTRUCTION INFORMATION 1 112" = 1-0" f... TILE RESILIENT FLOOR ♦♦ • - CENTER OF DOOR, WHERE APPLICABLE ► CERAMIC TILE PER SCHEDULE 404 TRANSITION STRIP: A ' SCHLUTER#RENO OR SIM : 4• / RESILIENT FLOOR : ♦♦, ♦' ADHESIVE -�' CONCRETE SLAB GL Z THIN SET TILE ADHESIVE - U J I UNCOUPELING MEMBRANE, V) D I SCHLUTER DITRA OR APPROVED ALTERNATE W w N z � 6TILE TO RESILIENT FLOOR TRANSITION w 0-1 < ° z Li-) CO m w CC V) 0 CL o z ° 0 0 0 V) Q = o � CO CC V oo Q in ,- CL V) al REVISION DATE REASON FOR ISSUE L.: +- a; v. c L CL C VI a: c m G L u IAn O N 7- co co ' a1 u vi w IA CASEWORK DETAILS c c vl a C CV U VI VI a, c PERMIT SET Ul CO VI u v- l R O N DATE PROJECT NUMBER , 06/19/19 191120 v. u SHEET NUMBER a) •`o cc T-7. 1 U co ARC& MARIAH KIERSEY r C.F.N ' '',./ii„)C '--3 PORTLAND, OR No 509• Q� 4' OF 4'0 14Alik NOT IN TM j; 6- SCOPE Ankrom Moisan 1 _ 38 NORTHWEST DAVIS, SUITE 300 .;. .- PORTLAND, OR 97209 T 503.245.7100 Q (8 01 1505 5TH AVE, SUITE 300 - SEATTLE,WA 98101 T 206.576.1600 1014 HOWARD STREET .` (� SAN FRANCISCO, CA 94103 WORK T 415.252.7063 AREA ©ANKROM MOISAN ARCHITECTS, INC. �I1 114 I ------'N i (8 01) — ii f [ (I 1 I I - -,. r �! I 1- .. VCT-1 ! AIR/GAS (El II (E) STOR. CONFERENCEEl PARTS 11 LAB / 01 115 I 1107 C STORAGE CIRC. II 1117 1 • 109 k 112 I ! ._,=\ 117 7 „-.- (E) CPT-1 „m (E) MEN'SEl SERVER RESTROOM I 116 46' 106 I 111 �I,. E i 3� „'1. \ VCT-1 CPT-1 ._ P , CIRC. ° Ill- '1===1--. L.J I o I 108 I -= ,lyYf _ = _ :_._ _ 0 Q _ EI OFFICE ___ _....:._tom _ _�„r,,,� ...me (E) CPT-1 VCT-1 CIRC. 1 18 I pm CPT-1 t I a �3 WOME�'-� . . k I 110 VCT-1 v 2 a , , r - � 05 (E)�CPT 1 (E) fE) CPT-1 '`"'`,SHOWER CPT-1 _ o VCT-1r- 1 104 1 IE) OFFICE �.. - 1 119 I 1 . R 2./ : E ,. 801r Ll BREAK ROOM I_� ,-----1 I—, ,� . _ 1 103 ! '-t- 1E) _.. � , . , r �� .,: -, _ �E) OFFICE ? VCT-1 CPT-1 A q i_ �E �� I 120 Ck I0PJ* CPT-1 WORK VCT-1 - CPT-1�y , 4 VCT 1 . ' _� � li 6 =; i AREA,. aF CIRC. El OFF ICE 130 1 CIRC. 102 1 122 I 121 I 1-_.� �....� EI OFFICE (E) OFFICE 101 I1 123 1 -` - CeW , ____17 = I. • ci_ Z z W ak (8 s 01 ) (El OFFICE V -J I 124 l CIRC. VCT-1 { t11 m 100 W CPT-1 CIRC. PRINT/COPY , N 129 I NOOK Z z N. I 125 I W dl -1 ___ — —I\ F.-- it ,P . V) > j D Q p z 11 �'�vrnotototooN O T I CO w CC- CCLLJ fE) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE L,) OFFICE OFFICE - ( 0 a 133 I 1 132 I 131 I 128 I I 127 I I 126 I -- 4 ■ J z O • � Q U 1! II i 1 i 1 U o O Q 0 1../)LEVEL 1 FINISH PLAN 1/8”= 1'-0" PROJECT REVISION DATE REASON FOR ISSUE Ui U c FINISH PLAN NOTES KEYNOTE LEGEND FINISH LEGEND FINISH PLAN SYMBOLS 8-01 EXISTING COLUMN TO REMAIN, PROTECT FROM DAMAGE. PAINT P-1. , u 1. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS.APPROVED MPI B-1 MATCH EXISTING. VCT FLOORING 10'41, 44 PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO ARCHITECT. 44 c 2. ALL PAINTED SURFACES TO BE MPI LEVEL 3- EGGSHELL FINISH. PREMIUM SYSTEM INSTALLATION U.O.N. CPT-1 CARPET. SHAW_TERRA/5A037, 37485 ALDER.VERIFY - 3. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE. W/TENANT PRIOR TO ORDERING. DT)Ir CARPET s P-1 PAINT, MAIN.TBD BY CONTRACTOR&OWNER. v; r. P-2 PAINT,ACCENT.TBD BY CONTRACTOR&OWNER. C (E) EXISTING FLOORING TO REMAIN PL-1 PLASTIC LAMINATE, HORIZONTAL SURFACES. NEVAMAR - C. CALM DISTINCTION,VA6001-T,TEXTURED W/ARMORED PROTECTION.VERIFY W/TENANT PRIOR TO ORDERING. u PL-2 PLASTIC LAMINATE,VERTICAL SURFACES. MATCH EXISTING u WOOD LAMINATE FROM BREAK ROOM FOR ALL NEW LEVEL 1 FINISH PLA N VERTICAL SURFACES.VERIFY W/TENANT PRIOR TO ORDERING. C VI VCT-1 VINYL COMPOSITION TILE. ARMSTRONG -STANDARD .1.:; EXCELON IMPERIAL TEXTURE, SOFT WARM GRAY/51861. VERIFY u U W/TENANT PRIOR TO ORDERING. In CD co PERMIT SET In o DATE PROJECT NUMBER N 06/19/19 191120 uSHEET NUMBER U a) 0 v T-8 . O ix