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Plans (13) BUP2O1 6M0344 opoe.,:a SCHOLLS BUSINESS CENTER a BUILDING B1 SUITE B - 7 .e . ti TURN Q. Luu te.1 ROMANI% OREGON RECEIVED tila NO. 4288 ��o JOHNSON HOME IMPROVEMENT • OFO DEC 13 2016 11 e PROJECT LOCATION CITYOETICARD GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX BUILDING DIVISION sd.ar:„';',71 ttrk2014 OREGON STRUCTURAL SPECIALTY CODE g, 1 >=-ct 1)1 ,._. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION,CONFLICTS T-0 COVER SHEET ; TM SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. CONSTRUCTION TYPE: VB T-1 EGRESS SHEET 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. NON-SPRINKLERED ; '', BUILDING HEIGHT: 1 STORY T-2 DEMOLITION PLAN/FLOOR PLAN/ELEVATION \ 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. y BUILDING OCCUPANCY: B �1 p^� y^�py� a I 00 v1 =air �- < a: T-3 DEMO REFLECTED CEILING PLAN/NEW REFLECTED CEILING PLAN ,"" nk oI 1 I O i an 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES ar "hi rii 7 Sr;,E, AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. TENANT IMPROVEMENT SQUARE FOOTAGE: 1,913 SF T-5 DETAILS 38 NW DAVIS,SUITE 300 _ 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED OCCUPANT LOAD FOR TENANT IMPROVEMENT: 14(SEE EGRESS PLAN) PORTLAND,OR 97209 ) D ; UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR, UPON COMPLETION OF CONTRACT. T 503-245-7100 ' DEFERRED SUBMITTALS 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO 1505 5th AVE,SUITE 300 -r f ;a r, ,xJ Pr,, IMPLEMENTATION. SEATTLE,WA 98101 . r+�l,} 1`71 ht7t'li .7 t" e' LI r ELECTRICAL T 206-576-1600 e . 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT _ PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK ©ANKROM MOISAN ARCHITECTS, INC. 10110 sn tilviest MECHANICAL Sim but,A PURI& 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS RE UIRED FOR PERMITS TO BE SUPPLIED BY THE \\ ,,, ° ;; - CONTRACTOR. Q PLUMBING m 9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED ' AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. THE GENERAL GENERAL NOTES - CODE INFORMATION CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL �\ , . „ s ' ,Fn` WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. ' % ?e\ 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL SPECIALTY �\ �+ • /4r' .e \\ ;3 ,,,,:-\.-- \ 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. PROJECT TEAM 4-N. , `` tchOt a°t 1.94 %% DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. � % >-• a 2. ALL EMERGENCY LIGHTING AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING � z � �Hr� e , � \ t�g�,, ����\ � PROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. ��\ .lam ,4.1yx 4/0 `'\<'.'7',;a���1 , :: 0 A i e 'T 1 \,� AND LIFE SAFETY CODES. BUILDING ADDRESS 10110 SW NIMBUS AVE,PORTLAND, OREGON 97223 SUITE B 7 N E £ 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH . • t' ,, 4 . \ i 3. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE()MARSHAL, FIRE EXTINGUISHERS i �\ ✓ \. MATCHING BUILDING STANDARD TILES. ' S` ?„. s \ = u \ TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,00 SQUARE FEET OF FLOOR AREA 4$ m, x WITH A MAXIMUM PATH OF TRAVF75 FEET. - \ 12. PARTITIONS, DOORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. O OWNER/LANDLORD KG INVESTMENTS E .. dui ;tip, s x REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 4. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS 10240 SW NIMBUS AVE,SUITE L-3 %i, PORTLAND, OR 97223 f N s 1 DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. CONTACT: KYLE LATTA 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS OTHERWISE NOTED. el..ut,. t ..e 5. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING CODE, PHONE:(503)598-9980 VI C I N I TY MAP 14. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F.UNLESS OTHERWISE NOTED. AND THE INTERNATIONAL FIRE CODE. FAX:(503)598-9982 0SCALE: NT.S. LLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY TENANT JOHNSON HOME IMPROVEMENT 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL CODE 2014 EDITION, SECTIONS 1006 AND 1011 AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND 6. EXIT SIGNS AND INSTALLATION. 7. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS SHOULD BE 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION. 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS OTHERWISE NOTED. ARCHITECT ANKROM MOISAN ASSOCIATED ARCHITECTS FINISHES TBD-VERIFY WITH LANDLORD AND TENANT.SUBMIT PAINT DRAW-DOWNS TO 38 NW DAVIS,SUITE 300 LANDLORD/TENANT FOR APPROVAL PRIOR TO APPLICATION. PORTLAND,OR 97209 CONTACT:JILL SABIN 18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM"STANDARDS PHONE:(503)245-7100 FAX:(503)245-7710 UNLESS OTHERWISE NOTED. CONTRACTOR GUILD CONSTRUCTION PO BOX 674 BEAVERTON,OREGON 97075 CONTACT: KEVIN KOSER PHONE:(503)957-1180 CCB: 182908 W H z I_L.I Li w V) w m NI I-U ADA UPGRADES SUMMARY (Ti Z N o Z CL TOTAL COST OF CONSTRUCTION: $ 25,000 tn m la O AREA OF WORK � � � � w .: 25% OF TOTAL COST REQUIRED FOR ADA UPGRADES: $6,250 m D m c[ 2 • • `f1 0 0 r - , J Colo k- - - -, - - ADA UPGRADES J Z N Q O n _ 1i _ OOH z INSTALL 18"VERTICAL GRAB BAR AT RESTROOM $450 J U O O rm BUILDING " B B" ADA COMPLIANT CASEWORK, SINK&FAUCET $4,500 (11 lb • RELOCATE THERMOSTAT TO ADA ACCESSIBLE HEIGHT $450 -I , le « RETROFIT(1)KNOB HARDWARE TO ADA COMPLIANT LEVER $450 i 1� {' TYPE SUITE ENTRY HARDWARE AT BACK DOOR 43(3. # 0,,F„.....a U REVISION DATE REASON FOR ISSUE U 1 km ` ,.. • i,. ''4 TOTAL COST QF ADA UpG�p G�all $5,850 - • " / ABMS q. I r 1 •� REVIEWED FOR CODS COMPLIANCE _ IY�i IYl ; ; �Y� .. / IIY1 ; ; IY�I 111 ; /Y� IY� ; Approved: tt,Y COVER SHEET 4 { ,,,,�-p9 , .y/..0). F. 4.27; -,,,,, 1. _.�.1-4 Address: d g ?1i�� iwt6r . : '• � -r , c '••:.:"� '<'� . �• .. . :•� _. - ��.�' . sy: io�g Date:I , ,,,, ...... ..". . 52„7,..77,..„ ar......t .... .„,_ . ,, , , . ,,u, , , /l t + Stato 4: . . . _ a I = � i (6187 PERMIT SET : : '�. : \ ). '-• • .. : t� r- OFFICE COPY ).. :; ., . '4 I DATE PROJECT MANAGER ilk . 12.12.16 JS vim. CITY CF TIGARD PROJECT NUMBER SHEET NUMBER 0 KEY MAP - SCHOLLS BUSINESS CENTER - BLDG " B" 0 SITE PLAN Approved byPlanning 057746 SCALE: N.T.S. SCALE: N.T.S. Date: 12-/ 13 / icoSCALE T O Initials: vv) eAS NOTED � �D c ti� WAN Q. u,u .'._) LIFE SAFETY SUMMARY a a PORTLAND. OREGON tf) No. 4288 ` I (----___ 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3)THE LENGTH OFA COMMON �.) OF o PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS OTHER THAN H-1, H-2 AND H-3, 7,4 SHALL NOT BE MORE THEN 75 FEET. 1 EXISTING' BUILDING COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 20' / ELECTRICAL NiLC. 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED CLOSET ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, / ROOM SF RM OCC MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE / 50 1 TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS TM Ex1l 1300 OCCBPE TRAVEL, SHALL NOT EXCEED 200 FEET. (SEE TABLE 1016.1) COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 82' - 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1) A n vnm n / TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE f-'t / isan PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, (SEE / TABLE 1015.1) 38 NW DAVIS,SUITE 300 COMPLIANCE: EXIT DOORS REQUIRED- 2 PORTLAND, OR 97209 COMPLIANCE:EXIT DOORS PROVIDED- 2 T 503-245-7100 1505 5th AVE,SUITE 300 / WAREHOUSE SEATTLE,WA 98101 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1)THE ROOM SF RM OCC T 206-576-1600 1090 2 SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS ITS OLF OCC TYPE /l DOORWAYS SHALL NOT BE LESS THEN ONE-HALF OF THE LENGTH OF THE ©ANKROM MOISAN ARCHITECTS, INC. 1 500 B MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 44'-3" COMPLIANCE: MAXIMUM SEPARATION PROVIDED- LC FIRE & LIFE SAFETY PLAN NOTES BREAK AREAIc.,/ 0 ROOM SF RM OCC OFFICE N 75 5 MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES EXITS OLF OCC TYPE ROOM SF RM OCC 1 15 B / 100 1 THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. F%JTS OLF OCCTTPE / _ -- 1 100 B o (E) UNISEX 7 RESTROO RECEPTION / OPMNO OFFICE FIRE & LIFE SAFETY PLAN LEGEND ROOM SF RM OCC 125 1 70 1Ews _/ T ?3o B 451o9 ROOOCC TY P 0 200/\\J ROOM SUMMARY TAG 2 200 A-2.1 / e PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE 4 LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY j FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY OFFICE THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE ROOM SF EM OCC EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT I 140 1 / LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EXITS oEF OCC PE / EQUIPMENT, OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY 1 100 B POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2014 O.S.S.C.SECTION 2702, PER 2014 O.S.S.C. SECTION 1006 J ® EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS WHERE LINE —> OF SIGHT TO NEAREST EXIT IS OBSCURED. a FIRE EXTINGUISHER NEW TENANT PARTITION WALL t w EXISTING WALL F- ® EGRESS PLAN 0 w z 1/8"=11-01' C/1lJ w w N � LU z ; DEMOLITION PLAN GENERAL NOTES FLOOR PLAN GENERAL NOTES �„ Q. L' $ 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS OTHERWISE • • 1. PARTITIONS, DOORS, RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR NOTED. PORTLAND, OREGON RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. tfl�Aj No 4288 Q O 20 20 — 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT `77 OF U`�? 2. REMOVE ALL POWER SIGNAL,SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO BE nQ v 1_ '- �` COMPLETION OF CONSTRUCTION. Sv 7h4)4 _ DEMOLISHED. (E)I CONCRETE ® 3. PATCH AND REPAIR WALL DAMAGE THROUGHOUT SUITE-WALL TEXTURE TO MATCH R EXISTING 3. EXISTING FINISHES TO REMAIN AT RESTROOM &CLOSET-CLEAN AS REQUIRED. REMOVE ® EXISTING EXISTING. © BUILDING FLOOR FINISH THROUGHOUT REMAINDER OF SUITE. REMOVE ALL ADHESIVE AT NEW L BUILDING ELECTRICAL WAREHOUSE#106 LOCATION. EXISTING CONCRETE UNDERNEATH EXISTING FLOORING AT . ELECTRICAL 4. ALL NEW GYPSUM BOARD WALL SURFACES TEXTURE TO MATCH EXISTING. WAREHOUSE TO REMAIN. REMAINING AREAS OF SUITE TO BE PREPAIRED TO RECEIVE NEW FLOOR FINISHES AS NOTED ON FLOOR PLAN. N.I.C.'/`" 5. ALL WALLS TO RECEIVE NEW PAINT- PAINT COLORS TBD-VERIFY WITH TENANT. 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR TM I DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER.CONDUCT DEMOLITION TO I CLOSET 6. ALL EXISTING DOORS/FRAMES TO BE CLEANED AND PAINTED. PAINT COLORS TBD-VERIFY AVOID DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE.CEASE OPERATION AND NOTIFY "-/ \ 107 WITH TENANT. O 0 OWNER IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. 11 (E) NC. _\20/ (E)VCT C T-4 7. EXISTING ELECTRICAL DENOTED WITH "E"ARE EXISTING TO REMAIN. 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, i�' s ^ I t FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF 0 r , ; 8. EXISTING FLOOR FINISHES TO REMAIN AT RESTROOM &CLOSET#107. NEW FLOOR FINISHES A nkrom Mo 1 San T THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY : ,R THROUGHOUT REMAINING SUITE- EXISTING CONCRETE FLOOR AT WAREHOUSE#106 TO SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY I .. LEAD TO WORK IN QUESTION BEING REJECTED BY TENANT OR ARCHITECT. REMAIN. REMOVE ALL ADHESIVES AND MATERIALS TO CONCRETE SURFACE AS BEST AS IS POSSIBLE. POLISH/FINISH CONCRETE FLOOR TO REMAIN. NEW BUILDING STANDARD FLOOR 38 NW DAVIS,SUITE 300 FINISHES THROUGHOUT REMAINDER OF SUITE.VCT AT BREAK ROOM, CARPET THROUGHOUT 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW WAREHOUSE OFFICE, RECEPTION &OPEN OFFICE AREAS. FLOORING FINISHES TO BE SELECTED FROM PORTLAND,OR 97209 CONSTRUCTION.COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. 11 106 OWNER PROVIDED SAMPLES. NEW 4" CONTINUOUS RUBBER BASE THROUGHOUT AREAS OF T 503-245-7100 NEW FLOORING. FINISH SPECS TBD BY TENANT&LANDLORD.CLEAN EXISTING FLOORING TO 1505 5th AVE,SUITE 300 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS. REMAIN AT CLOSET#107 AND RESTROOM. SEATTLE,WA 98101 WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF T 206-576-1600 ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE. FLOOR PLAN KEYNOTES 1 1 +48 ©ANKROM MOISAN ARCHITECTS, INC. 8. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION ISO INSTALL(3) NEW 4-PLEX OUTLETS AT 48"AFF-CONFIRM EXACT LOCATION WITH PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION.THE 1 TENANT PRIOR TO INSTALL. CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER O N IIT WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY,TO BE REUSED OR TO PROVIDE +48 ( NEW 3'WIDE X BLDG STD HEIGHT DOOR/FRAME TO MATCH BLDG STD(DOOR SELECTIVE DEMOLITION. PATCH/REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. ` 2 TYPE "A")- PROVIDE"PASSAGE"TYPE HARDWARE(GROUP 1)ADA COMPLIANT N 19r LEVER LATCHSET TO MATCH BLDG. STD. 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND +48 t NEW 3'WIDE X BLDG STD HEIGHT DOOR/FRAME TO MATCH BLDG STD (DOOR ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND 3O TYPE "A")- PROVIDE "OFFICE"TYPE HARDWARE(GROUP 2)ADA COMPLIANT LEVER RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS,AND 12 LOCKSET TO MATCH BLDG. STD. O T OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF BRESK T-4 TENANT PROVIDED AND INSTALLED REFRIGERATOR- PROVIDE DEDICATED EACH WORKING DAY. PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES,AND SIMILAR SPACES 10 C CONCRETE OD O OUTLET. SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND DUST. =�r. " � \ OS RELOCATED THERMOSTAT-REFER TO DETAIL 9/T4 FOR MOUNTING HEIGHT. 1RN N 10. CARE TO BETAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. el NEW UPPER AND LOWER CABINETS WITH ADA COMPLIANT STAINLESS STEEL o _ © 1 OPEN v O LARGE "UTILITY"TYPE ADA COMPLIANT SINK AND ADA COMPLIANT FAUCET- O O DEMOLITION PLAN KEYNOTES � � N/D e OO OFFICE104o REFER TO ELEVATION 3/T-2. 4I 1 I Z ®O O7 RESTROOM -PROVIDE NEW GFI DUPLEX OUTLET @ 42"AFF. 71-1(1) O REMOVE THERMOSTAT&SAVE FOR REUSE - PATCH AND PAINT WALLAS REQUIRED. ZT I 1 T 4 II N �c 8 CONTRACTOR TO VERIFY EXISTING OVERHEAD DOOR IS IN GOOD WORKING O JJ ,,.. +42, IIIA O \/ ORDER- REPAIR AS REQUIRED. CiFI/ REMOVE UPPER& LOWER CASEWORK, SINK&FAUCET-(1)OUTLET TO BE RELOCATED TO / O STANDARD HEIGHT-OTHERS TO BE REMOVED. REFER TO FLOOR PLAN 2/T-2 FOR = ) 14 SV C-1 10'-0" f 9O INFILL WALL TO MATCH EXISTING. 1 RELOCATED OUTLET LOCATION. PATCH/REPAIR WALL AS REQUIRED. CI _ r (Tr_7124‘, RESTROOM 18 0 OFUNISEX FICE \)-----___ C rL - 33 REMOVE RELITE/FRAME- PREP FOR WALL INFILL. 103 ® 10210 EXTEND EXISTING WALLS TO STRUCTURE. Y� 4EXTEND EXISTING GYP TO STRUCTURE AT LOCATION WHERE CEILING WILL BE 4O REMOVE ALL VOICE/DATA OUTLETS- PATCH AND PAINT WALLS AS REQUIRED. RECEPTION 13 11REMOVED- REFER TO RCP SHEET T-3. PROVIDE TEXTURE AT WALL TO MATCH 441 OR100 OOEXISTING. : --+` V SO REMOVE WALL IN FRONT OF EXISTING OVERHEAD DOOR. L 0 0R9 RN 16 20 18 RL PROVIDE COVER PLATE AT EXISTING DUPLEX OUTLET. 6 B . REMOVE RACKING HARDWARE AT WALL- PATCH AND PAINT WALLAS REQUIRED. O +C-1 NEW FIRE EXTINGUISHER- CONFIRM LOCATION WITH FIRE MARSHALL PRIOR TO � , 12 13 INSTALL. arI 0 REMOVE WOOD TRIM AT TOP OF WALL- PATCH WALL AS REQUIRED. 20 OFFICE 12 T O 10 101 14 TOUCH UP PAINT AT EXISTING RESTROOM WATER IMPERVIOUS WAINSCOT AS REQUIRED. R O REMOVE BLANK PLATE-PATCH AND REPAIR WALL TO MATCH EXISTING. c R i /� 15 RELOCATE(1)OUTLET TO STANDARD HEIGHT.REMOVE DIAL TYPE THERMOSTAT- PATCH AND PAINT WALL-PREP TO RECEIVE � l \ / RELOCATED DIGITAL THERMOSTAT FROM DEMO, REFER TO FLOOR PLAN 2/T-2. 16 UTLIZE BLANK FOR NEW DUPLEX OUTLET LOCATION IF POSSIBLE. 10 REMOVE MOLDING AT WALL- PATCH WALL TO MATCH EXISTING. 17 INSTALL 18"VERTICAL GRAB BAR AT RESTROOM -REFER TO STD. MOUTNINGCC HEIGHDEMOLITION PLAN SYMBOLS CD I4/T-4. W 18 NSTALL RELOCATED DIGITAL THERMOSTAT AT OFFICE#101 - REFER TOI- ® 0 DEMOLITION PLAN0 FLOOR PLAN STANDARD MOUNTING HEIGHT DETAIL 9/T-4. Z EXISTING WALL ® 19 CHANGE OUT KNOB HARDWARE AT DOOR TO ADA COMPLIANT LEVER SUITE w z 1/8"=1'-0" 1/8"=1'-0" ENTRY LOCKSET. U W - -- - - _ WALL OR ITEM TO BE REMOVED O ln D N > 20 EXISTING DOOR REMAIN. (1') LU CY1 W FLOOR PLAN SYMBOLS z ' - w ° I I GLASS RELITE bQ< Z d - m KEYNOTE EXISTING WALL LLJD ± D 0 W NEW PARTITION WALL TO CEILING GRID a CO In 0 0 0 W J m Z - 2 J 0 ? Z Z 0Z Ln fS 0 HARDWARE NOTES a J 0 NEW DEMISING WALL TO STRUCTURE I a _I O F- Z_ 0 Ln mord 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR I I GLASS RELITE STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING FINISHED ENDS +1- 7'-6"(5) EQUALS IS OCCUPIED" / 100 ROOM NAME P-LAM -MAN.&COLOR \ (\ ROOM NUMBER SPEC.TBD \ 2. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE PLAM UPPER USE OF A KEY, SPECIAL KNOWLEDGE OR FORCE. U KEYNOTE REVISION DATE REASON FOR ISSUE \ / II— CABINETS- \ / - MAN.& \ / o COLOR SPEC. 3. ALL HARDWARE IS ADA COMPLIANT. \ INTERIOR ELEVATION REFERENCE \ / _ _ _ _ _ 1 M TBD \ / 4. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF A TYPE DOOR O WALL TYPE APPLICABLE. \ / \ OPEN 6 4" BACKSPLASH & HARDWARE GROUPS DUPLEX RECEPTACLE TO BEYOND ® ® Ila iii COUNTERTOP 4-PLEX RECEPTACLE DEMOLITION PLAM FINISH- MAN. & GROUP 1 - INTERIOR PASSAGE / \ 0 WALL SURFACE MOUNTED THERMOSTAT / \ \ COLOR SPEC.TBD 11/2 PAIRBUTTS-41/2" PLAN / \ �. - - - LEVER SET-"PASSAGE"TYPE / \ 2'-O" P-LAM LOWER CABINET- MAN. &COLOR SPEC. FLOOR STOP / \ CLR. - o N SILENCER ABBREVIATIONS / \ >< . TBD E EXISTING / \ \„,,," V RUBBER BASE- MAN.& GROUP 2- INTERIOR LOCKING-OFFICE / ���c COLOR TBD 11/2 PAIR BUTTS-4 1/2" N NEW y 3'-0"CLR L +/-4'-5" LEVER LOCKSET-"ENTRANCE"TYPE R REMOVED ADA SINK CABINt (3) EQUALS / FLOOR STOP PERMIT S ET SILENCER RL RELOCATED +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. D DEDICATED ® CASEWORK ELEVATION B BLANK PLATE TO REMAIN -UNO DATE PROJECT MANAGER 3/8"=1'-0" C-1 NEW BUILDING STANDARD CARPET 1 2.12.16 JS PLAM PLASTIC LAMIONATE PROJECT NUMBER SHEET NUMBER SV SHEET VINYL 057746 VCT VINYL COMPOSITION TILE SCALE T.2 AS NOTED <0D As � (5 TUAN Q. LOU en a PORTLAND. OREGON DEMO/NEW REFLECTED CEILING PLAN tfr �T No. 4288 �� SYMBOLS - , , , _ - �' OF fl # T... . $ SWITCH O ' ,.� EXISTING- .' -- � THREE-WAY SWITCH 0 EXISTING A� l''' BUILDING $3 BUILDING r. t:'.' ELECTRICAL ELECTRICAL -J__-_I.;:a_:::,•_: _"'_t k N1,C 1:::::‹ EXISTING 2'X 4' LAY-IN FIXTURE NIC N 111 N r- '• r. ''• .'• '.r• • NIGHT LIGHT/EMERGENCY CIRCUIT TM .V r, . , . }:• • 0 RELOCATED 2'X 4' LAY-IN FIXTURE EM r' .e' ,:I m 4 J REMOVED FIXTURE N N kms _4..: �+�_.1� ;4Ankrom Moisan NEW BUILDING STANDARD CEILING HUNG FLUORESCENT 1;....'..:'..:t.;...;..: ..I..........y.....,....�.., .: ., t.... N (T8)STRIP LIGHT ^.ria .71-. .. .a 1 -. ./7.r,�.1:1.• c 38 NW DAVIS,SUITE 300 - PORTLAND,OR 97209 NIGHT LIGHT/EMERGENCY CIRCUIT MN 0 FIN N - ^ ^tiLL^��--T_ti ?~� � _ +"'^tiiyLj^ 15055th AVE,SUITE 300 1 a { '1177'�7'f EXIT LIGHT AC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW. UNITS WHERE -'-'-v----,-t-- -1-..- { j.. .. ..- j..:':. ',.;..I..... ® LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. SEATTLE,WA 98101 tHT:. r• ..• ^ l.'. . .. ..L•.(.:. .'. .. T 206-576-1600 __ .��, ........ . .. .. I'..:'.' - 0 EXISTING EXHAUST FAN EM _ ©ANKROM MOISAN ARCHITECTS, INC. Qs EXISTING SPEAKER-REMOVE AT AREA OF CEILING DEMOLITION. - N N N ,.1 •._ ._1•_4__11_1,:. _;_li'_"...-•. '.iL_,_- _-'- - ® EXISTING HVAC DIFFUSER-SHOWN FOR REFERENCE ONLY - .: - 7'. ;.'.:.'.,I.,.;., EXISTING HVAC DIFFUSER-SHOWN FOR REFERENCE ONLY - - ..I .1:... .. ..:�..:.. ..: 1 t. .. .. ..1 - -i • r .1- EXISTING GYP BOARD CEILING/SOFFIT :-.-'-:.1!Lc.:-:---Ir`a',1-.;-'4 ".1... ., .2: .., ..-1.-/-kz: -.,2--$.ALL..r. [IN [IN MN ABBREVIATIONS 0 ill®O -.t_1`71T�.'Y-'-.:.- ........... .. ..... . ... •. :. . .. E EXISTING N 2 N L/ 3 E N NEW A . 'J ►�1 _ R REMOVED ....., ►`_, _ RL RELOCATED N _ +44 MOUNTING HEIGHT.A.F.F.TO CENTERLINE. = O• - E D DEDICATED F. Ed i _ +��y, �h - Imo/ - S - n ►Y, - ►Y' ►Y, ►Y' - ►Y' 3d a _c--_* �-/ 3d4 — ' ®E OO II ®E 0 - - / /1 yr R L O'E 10.44 rx W DEMO/NEW REFLECTED CEILING PLAN ~ 1111 DEMOLITION REFLECTED CEILING PLAN 0 GFNFRAI NOTFS NEW REFLECTED CEILING PLAN 0 w z W 1. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. W N W N > 2. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. z Z N O S. RELOCATE OR DEMO EXISTING LOUDSPEAKERS AS NECESSARY. CONTRACTOR TO CONFIRM - m < Z CL CL NEW LOCATIONS WITH BUILDING OWNER AND TENANT PRIOR TO DEMOLITION. V) Lul/1 O - DEMO REFLECTED CEILING PLAN KEYNOTES m D CO 0 LuLu NEW REFLECTED CEILING PLAN KEYNOTES REMOVE SUSPENDED CEILING GRID/TILE/LIGHT FIXTURES/SPEAKERS/ 6. RELOCATE EXISTING HVAC IMPEDING ON NEW WALL CONSTRUCTION. FOLLOW NECESSARY Vi N 2 0 0 O HVAC GRILLS THROUGHOUT HATCHED AREA FOR NEW WAREHOUSE#106- CODES AND REGULATIONS. 1 PROVIDE FREEZE PROTECTION HEATERS AT NEW WAREHOUSE#106- REFER TO DESIGN J COZ Q = COORDINATE LOCATION WITH FLOOR PLAN. O BUILD MECHANICAL DRAWINGS. -I 0 z Z 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED O2 REMOVE EXISTING HVAC AT NEW WAREHOUSE#106- NEW SPACE TO HAVE FREEZE OTHERWISE. 0 RELOCATED 2X4 LIGHT FIXTURE O - O J PROTECTION HEATERS ONLY— REFER TO DESIGN BUILDING MECHANICAL DRAWINGS. I J c— H Z O9. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT 0 NEW 3 WAY SWITCH AT STORAGE AREA#106—SWITCH LIGHT FIXTURES AS REQUIRED. U — c5 La 2 3 REMOVE LIGHT FIXTURE-SAVE FOR RELOCATION -REFER TO NEW REFLECTED CEILING COMPLETION OF CONSTRUCTION. m c d O PLAN 2/T-3. 4 NEW LIGHT SWITCH AT OFFICE - RE-SWITCH LIGHT FIXTURES AS REQUIRED. O EXISTING CEILING GRID TO REMAIN IF FEASIBLE OR PROVIDE NEW IF REQUIRED. 10. CLEAN ALL HVAC GRILLES TO REMAIN AT CEILING. ONEW SURFACE MOUNTED EXIT LIGHT TO MATCH BLDG STD-MOUNT ON WALL ABOVE DOOR. 11. RE-SEAT LENS IN PRISMATIC FLUORESCENT LIGHT FIXTURES TO REMAIN AS NECESSARY. NEW CHAIN HUNG FLUORESCENT(T8)STRIP LIGHTS AT STORAGE AREA#106- LIGHTS TO REVISION DATE REASON FOR ISSUE O BE HUNG AS CLOSE TO UNDERSIDE OF ROOF STRUCTURE AS POSSIBLE-ALL LIGHTS TO BE AT SAME ELEVATION AFF. FLOOR PLAN PERMIT SET DATE PROJECT MANAGER 12.12.16 JS PROJECT NUMBER SHEET NUMBER 057746 SCALE T. 3 AS NOTED Tum Q. Luu ,...3 POWER DRIVEN FASTENER (E STRUCTURE BRADY SYSTEMS"SLIPTRACK"TOP METAL STUD TABLE- MAX WALL HEIGHT L/240 • PORT(AND, OREGON TRACK,-SECURE TO STRUCTURE. STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT TWO FIXTURE HANGING WIRE AT OPPOSITE 'C V w� ECURE TO HANDLE APPLIED LOADS 4 25 250 5 125-18 COMPOSITE SECTION NON-COMPOSITE SECTION N�• 42 O CORNERS SECURED TO STRUCTURE ��// Ili 1/Z"ACOUSTIC SEALANT JOINT,TYPICAL 2 1/Z" 16" 11'-3" 9'-6" 7�� �� O��* \\ SEE SCHEDULES FOR APPROVED t AT EACH SIDE. 24" 10'-7" 8-4 TWO(2) MAIN \\ ATTACHMENT DEVICES.COORD.WITH 20 250 S 125-33 16„ 12'-10" 11'-11" RUNNER LIGHT CONTINUOUS METAL J-MOLD EDGE, LATERAL WALL BRACE \\ AHJ FOR SPECIFIC REQMENTS. 24" 11'-7" 10'-5" CLIPS AT OPPOSITE \\ CONTITYPICNUOUS EACH SIDE. ABOVE CEILING, \\ UNDERSIDE OF STRUCTURE SAFING INSULATION ALTERNATE DIRECTIONS 3 5/8" 25 362 S 125-18 16" 14'-4" 12'_6" CORNERS \ O STRUCTURE PER 24" 13'-5" 10'-10" \\ Al" LATERAL WALL BRACING,4 FEET O.C., STOP STUDS(3/4")SHORT OF TRACK TO ASCE 7-10 SECTION 20 362 S 125-33 16" 16-5" 15'-6" �� I ea ALLOW FOR DEFLECTION 24" 14'-9" 7� ALTERNATE DIRECTIONS PER W L LATERAL 1- �_ 13.5.8.113'-6" `� COMPRESSION POST AT im a mmilimRUBu ummiowiwimi wiuRmBmuu BRACING DETAIL ilk \ ' I ,� 6'' 25 600 S 125-18 16' 19'-9" - 12 FEET O.C. EACH WAY. II! SUSPENDED CEILING SYSTEM / 1 T-4 20 600 S 125-33 16" 24'-6" 23'-11" , TM „�.. 24' 21,_7„ 20'_10" SUSPENDED CEILING SYSTEM BLOCKING VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA)TABLES �,' '°/J( FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN INTERIOR � �,, / (.0 APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF L/240. NEOPRENE FOAM TAPE CONT. w ` J (1) LAYER OF TYPE'X' GYPSUM BOARD 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM ^�(� �°y ON EACH SIDE OF STUD �� BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX, A l i kro I I i CASING BEAD o f ( ' O HANGER WIRE AT 45° METAL STUDS,SEE MTL.STUD b" 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING FASTEN RUNNER TO WALL TOP TRACK AT 2 vU ` SCHEDULE FOR GAGE, SPACING,AND FOUR WAYS FEET O.C.THRU NEOPRENE FOAM TAPE w : ,�- OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES. /�•, 38 NW DAVIS, SUITE 300 w �NV,I HEIGHT •� PORTLAND, OR 97209 �( 4 „MM' SAFETY WIRE ATTACHED TOCEILIN �E1� MAIN RUNNER T 503-245-7100 GYPSUM BOARDS T_q �'-O CEILING WIRE ATTACHEMENT GRID FIXTURE HOUSING,WRAPPED AROUND FIXTURE HANGING WIRE �� METAL STUDS,SEE MTL.STUD SCHEDULE �S CONSTRUCTION TYPE FASTENER �\ 1505 5th AVE,SUITE 300 FOR GAGE, SPACING,AND HEIGHT ECURE TO HANDLE APPLIED LOADS MIN. FOUR TIMES.SECURE AT �`• SEATTLE,WA 98101 I. WOOD 1/4"X 3" SCREW EYES DIAGONAL CORNERS NOT • T 206-576-1600 4 STEEL DECK PRE-DROP WIRES, CMI DC1 OR DC 21/4" METAL CONTAINING MAIN RUNNER LIGHT CROSS RUNNER 411 T . I CLIPS. PARTITIONS DECK SCREW EYES. TYPICAL BRACING CONNECTION ©ANKROM MOISAN ARCHITECTS, INC. POST TENSION CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4" METAL SECURE TO HANDLE APPLIED LOADS LATERAL WALL BRACING: IN LIEU OF BRACING HIT ANCHORS NOTE: ABOVE CEILING PROVIDE ADJACENT WALL POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4" METAL REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES WEIGHING FRAMING FOR LATERAL SUPPORT OF WALL. CONCRETE HIT ANCHORS MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. WALL TYPE A WALL TYPE D NOTE:THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER STATES RECESS MOUNTED VERIFY WITH AUTHORITY HAVING JURISDICTION.. 1 PARTITION WALL TO GRID 2 PARTITION TO STRUCTURE 3 WALL LATERAL BRACING 4 SCHEDULES 5 LIGHT FIXTURE SUPPORT T-4 1 1/2"=1'-0" TI_WALL TYP A_NON INSULATED TO GRID T-4 1 1/2"=1'-0" TI_WALLTYP DTOSTRUCTURE T-4 N.T.S. TI WALLLATERALBRACING T_4 N.T.S. TI_FRAMINGSCHEDULE T-4 N.T.S. TIRECESSMOUNTED LTFIX SUPPORT I FACE OF WALL(PROVIDE CONT 4 TYP. DOOR OFFSET AT 2' FACE OF WALL(PROVIDE CONT / 2 1 —FACE OF WALL(PROVIDE CONT. " ' PERPENDICULAR WALL -0" BACKING TOP& BOTTOM) BACKING TOP&BOTTOM) 17" MAX TO CONTROLL BACKING @ TOP&BOTTOM) BACKSPLASH RETURNS PER 7- / ELEVATIONS BACKSPLASH -3/4" MDF W/ 1,_0.. BACKSPLASH RETURNS PER P-LAM @ FACE&ALL EXPOSED CABINET BODY-3/4"W/P-LAM @ ELEVATIONS A.D.A. FAUCET I . 1'-6" EDGES _........ t / v FACE& EDGE MELA v f • S MINE @ ALLBACKSPLASH -3/4" MDF W/P-LAM ` _ CABINET BODY-3/4" MDF W/ OTHER NONEXPOSED SURFACES T } •- • i• ^^••••-•-•-•ccc••••-•-•--•^•^••-•- •• P-LAM @ COUNTERTOP, END -•�•-•--- v @FACE&ALL EXPOSED EDGES PANELS, FACE, EDGES MELAMINE / • r : @ ALL OTHER NON EXPOSED ` CONT LEDGER ATTACHED TO FACE / 'ILii CABINET BODY-3/4" MDF W/ DRAWER SLIDES PER v o ° ' v SPECS SURFACES o ° OF WALL P-LAM @ COUNTERTOP, END PNLS, / o 101/2" o ji FACE EDGES &AT ALL OTHER • N • /% I EXPOSED SURFACES / SWITCH 4"W RAIL @TOP& BOTTOM OF Z :e4 _ /.� / GANG \ ' •riCABINET O ' DOORS-3/4" MDF W/P-LAM @ / �.� Cr °1 1/2"W SUPPORT RAILS---1-51 .= FACE, EDGES AND BACK '• / ,°4 4"W RAIL @TOP&BOTTOM OF / ° ON 451DES DRAWER-3/4" MDF FRONT, 1/2" ¢ �� ,.' CABINET • (h �c4 ‘�;: \ SIDES& BACK, 1/4" BOTTOM W/ F♦ ♦ �.®-�.E� ° w o 0 1/4" MELAMINE BACK • 8"MIN *• / ••® 61/2" DEEP A.D.A.SINK \ cL �:•• 0 1/4" MEL. BACK--; P-LAM @ FACE& EDGES, a. o 0 ��� it• / MELAMINE @ DRAWER INT w ° ° ;� •V •j.t $ / WRAP SUPPLY& DRAIN PIPES to ° o �•.�9'.•.•�% W/INSULATION t� I \ i w • WIRE PULLS TYP ° w ADJ SHELVES-3/4" MDF W/ ,aa.!: E " ° ° ° MELAMINE ALL SIDES PROVIDE 4 s �• ' ¢ C ;I• a ° Q o_ ¢ ALLOWABLE EQUIP.AREA > MTL SUPPORT CLIPS PER SHELF& w / \ o :•: .......................... DOORS-3/4" MDF W/P-LAM @ > •v N cc x ¢ FACE, EDGES AND BACK ° MOUNTING HOLES @ 1" OC IN END u O F- ° ° ° PANELS ? 2 DOORS-3/4" MDF W/P-LAM @ m '- O o aos o 0 / FACE, EDGES& BACK- 176° Z ED ct ADJ SHELVES-3/4" MDF W/ Cr ° e ;{o ° ^ / OPENING HINGES WITH ATTACHED L H W 4ABINET @TOP&BOTTOM OF N :14. N / x x ° BASE PER FIN SCHEDULED° MELAMINE ALL SIDES PROVIDE 4 ° I CABINET / TOE KICK p C9 '' ° ° MTL SUPPORT CLIPS PER SHELF&g Air ,� \ 0o -� v MOUNTING HOLES @ 1" OC IN ° MELAMINE BOTTOM SHELF" END PANELS MELAMINE BOTTOM SHELF cc 6 MAX I \ Co C w S� .. ss. 2 NOTE: 4" WIRE PULLS,TYP VI • 'Kj:: (2)CONT 4"W BASE RAILS W/ 3" z ;It VSTRETCHERS @ 24"OC r FIN. FLOOR W ♦ ♦ WIRE PULLS TYP \ \ \ \ Jr 3" JrFINISH FLOOR-SHIM CAB AS UNDERCUT DOOR AS REQUIRED TO ♦ OUTLETS• ♦ ♦ U W — NECESSARY TO LEVEL 17"MIN CLEAR FLOOR FINISH (n W N LOWER CAB W/DOOR & DR. 7 UPPER CABINET W/ DOORS 8 A. D.A. SINK CABINET 9 STD. MOOTING HEIGHT w z W' o CM I2K T-4 11/2"=1'_0" TI_LOWERCABWDOORANDDR T_4 11/2"=1'-0" TIUPPERCABINET WDOORS T-4 11/2"=1'-0" ADA_Sink_Cab T-4 3/4"=1.0" TISTD STD MTG HEIGHT Z r'.. w a LLJ L/1 D H D l-1 W 00 D m 'f' 2 O O J co- z 0 = SEALED 0 zNQ o SHEET VINYL CONCRETE CARPET EXISTING FLOORING Io 0 0 = V1 mea MIRROR54" MIN. / / 24 4 36" G.B., BACK WALL / 39"-41" 18"VERITACL REVISION DATE REASON FOR ISSUE 36" MAX GRAB BAR MIN. AI 8"VERTICAL GRAB / z\RUBBER COVE BASE36" MI BAR 12" I[ (WHERE APPLICABLE) SHEET VINYL ADHESIVE RESILIENT FLOORING 42" G.B., SIDE WALL M c ., ♦ ti C ?I G.B. T.P.D.. r -1 —1-4.2p". ADHESIVE CONCRETE FLOOR ADHESIVE ii �j L J CONCRETE SLAB METAL TRANSITION CARPET W/ PAD �^ �� m STRIP CONCRETE FLOOR REFLECTED TRANSITION STRIP METAL TRANSITION STRIP }� \ ♦ CEILING PLAN ' IST IGF •OR . ST p ► V i 4 ' a 4 a p a p p / , p p 11.p pv PERMIT SET o ° TYPICAL FIXTURE MOUNTING HEIGHTS 11 SHEET VINYL TO CONCRETE 12 CARPET TO EXISTING FLOORING 13 SHEET LINOLEUM TO CARPET 14 @ A. D.A RESTROOM T-4 6'=1 -0' FLR-CPT-CONC T-4 6"=1'-0' FLR-CPT-CONC T-4 3" = 1'-0' FLR-CPT-SL T-4 3/8""=1'-0" DATE PROJECT MANAGER 12.12.16 JS PROJECT NUMBER SHEET NUMBER 057746 SCALE T-4 AS NOTED