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Plans (3) BUP2015 00231 �tD `VO SCHOLLS BUSINESS CENTER BUILDING F, SUITES F4, F51 F6 & F7 �7 TUAN Q. LUU PORTLAND, OREGON No. 4268 PROSECT LOCATIONBILLINGS DANCF ;TUD10 ��, OF pJ � _,:r `� z+`^` arc 'S u a + �, C n - i€`� s'��'4"� � a"f�' �#�•`�p` '�"e.� h 2;e:,TM 4a�`' sem" z�'`u�� �t 4> � "'°"sC' : "� x s:, ✓.r'� nTM* 4: "f: t , X `� 171, GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX �' 1��1�' � r ; i� � ,d ,�ya..a, i` V'• ?+�' x'°�'S N �. `~ ,2fi., a{s 2010 OREGON STRUCTURAL SPECIALTY CODE 7 � a a- " rs>,�•„" a�'�`�l w , ..z,..., 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. r f" u CONSTRUCTION TYPE: V-A T-1 EGRESS SHEET f 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. (NOT SPRINKLERED) S az z, BUILDING HEIGHT: 1 STORY T-2 DEMOLITION PLAN 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. BUILDING OCCUPANCY: B T-3 FLOOR PLAN f�-y krom MO a 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. TENANT IMPROVEMENT SQUARE FOOTAGE: 5,881 SF 6720 SW,,.w'e'.ds ., ' � r S°Ad.,Y'?` <;p,1 �.a ,,. .,�..ssw ,^ ., ,,:arv'F'r`.. . xzx•..,.,... x `�'".. :a; - MACADAM AVENUE,SUITE 100 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, �C LABOR E/'� ( ) UIPMENTAND MATERIALS PROVIDED OCCUPANT LOAD FOR TENANT IMPROVEMENT: 94 SEE EGRESS PLAN PORTLAND OR 97219 �kf3:kx° .: �a-sx ;�pz k�'" �'; ,:.s 4! "r£:: F , 1 .�5a "eta.-) .. .�3 ;S# ,y q f"�`S?r•'� �x� 'L-"�r"u�`a'�,- UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR, UPON COMPLETION OF CONTRACT. T 503-24517100 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO 117 SOUTH MAIN STREET,SUITE 400 s3'i^�`�.- S�"� � .� „ rY - e g�� `�� �.cr•:�ra..e'xrM � �,{�>. a�- .Ss � s'� $ '� t$ IMPLEMENTATION. SEATTLE,WA - i, � ¢F dS[ •. v'+fi,`�` "v- �k .Y.+ x� t L 8xa r -'^ � s� K"x 4 9810 T 206-576-1600 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT , wt PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK ©ANKROM MOISAN ARCHITECTS,INC. . - s . n "F R'^ a�1a f�'S"' K "� x✓ki C.".M�c' ""r � °�,�r` � '- r�*a- ., ra< ti L � •,r,.,f�° ���;2`��,w. z'�'r ,Ts�` k ,.� _, x. :: � ld�c,�`-`• r, rr 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE CONTRACTOR. �3.2GU## .- :r M .." ,<_--..� , . �M c ,-..�.r 'z �EtX+at c '�='r�,r r ' `,� °'` <v: •: `hPl4VTE6` 9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED q TA VICINITY MAP AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. THE GENERAL GENERAL NOTES - CODE INFORMATION DEFERRED SUBMITTALS CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL /� u /`1 SCALE: N.T.S. WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL SPECIALTY ELECTRICAL 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL CODE 2010 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. MECHANICAL 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. PLUMBING I MATCHING BUILDING STANDARD TILES. O `aY 3. ALL EMERGENCY LIGHTING,SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND 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. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS OTHERWISE NOTED. 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS\ TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. ',�: 14. ALL NEW WALL OUTLETS TO BE 16' A.F.F. UNLESS OTHERWISE NOTED. � ADA UPGRADES R� ®ES SUMMARY #£_ BUILDING F ' ` 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 +,ro DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND TOTAL COST OF CONSTRUCTION: $45,000.00 INSTALLATION. 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING CODE, k AND THE INTERNATIONAL FIRE CODE. 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. 2.5%OF TOTAL COST REQUIRED FOR ADA UPGRADES: $11,250.00 - 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS OTHERWISE NOTED. 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 2010 EDITION,SECTIONS 1006 AND 1011 FOR APPROVAL PRIOR TO APPLICATION. ADA UPGRADES 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS 18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM"STANDARDS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS SHOULD BE NEW ACCESSIBLE RESTROOM. UNLESS OTHERWISE NOTED. PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURAL .J o SPECIALTY CODE 2010 EDITION. o w m SITEMAP TOTAL COST OF ADA UPGRADES: $ UJI SCALE: N.T.S. w 1-11 U PROTECT TEAM w z - AREA OF WORK BUILDING ADDRESS 10130 SW NIMBUS AVENUE, BUILDING "D" V� v TIGARD, OREGON (n m ct� f 97223 w LU 0 z W OWNER/LANDLORD KG INVESTMENT MANAGEMENT — Q N W N 10240 SW NIMBUS AVE,SUITE L-3 Ln N U (0 01 PORTLAND, OREGON 97223 W O (3 CONTACT: KYLE LATTAm m U Of Ln _j PHONE:(503)598-9980 w0 Q V)o FAX:(503)598-9982 c\jJ zo 0 _O r ARCHITECT ANKROM MOISAN ASSOCIATED ARCHITECTS J z (/711 6720 SW MACADAM,SUITE 100 O Lh Q PORTLAND,OR 97219 = O z x ° i CONTACT:XXX �_ � J w i PHONE:(503)245-7100 U 0 0 –� v i i FAX:(503)245-7710 r2 Q TENANT BILLINGS DANCE CENTER 10160 SW NIMBUS AVE, BUILDING "F" z TIGARD, OREGON 97224 J _j REVISION DATE REASON FOR ISSUE m Li CONTRACTOR GUILD CONSTRUCTION c� o - J C0 CIT Y OF TIGARD co REVIEWED FOR CODE COMPLIANCE J o L_J Approved: j I � OTC.- V) per�lt 0-©c>-COVER SHEET g I g Address: Suite#: o � � C14 J By: Date: N.I.C. oz OFFICE COPY N( PERMIT PLAN 'V)' WIP - - z Q m CITY OF TIGARD _ _ _ DATE PROJECT MANAGER J V)U) Approved by Planning 06.17.15 SO J Date: 7 3 i j J J PROJECT NUMBER SHEET NUMBER , KEY PLAN - BUILDING F Initials: W N 056293 oN SCALE: N.T.S. T-0 J/ SCALE AS NOTED �40 D 15151Q. LUU LIFE SAFETY SUM MARY � ��`, �� PORTLAND. OREGON No. 4268 1. COMMON PATH OF EGRESS TRAVEL(SECTION 10143)THE LENGTH OFA COMMON �, �►�� PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS OTHER THAN H-1, H-2 AND H-3, of O SHALL NOT BE MORE THEN 75 FEET. COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 53'-2" 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1) EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE RooMSF RM OCC TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS ;' TM 911 18 TRAVEL,SHALL NOT EXCEED 200 FEET.(SEE TABLE 1016.1) EXITS 2 50 O F CC BTY E COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 107'- 11" ROOM SF RM OCC DANCE 1557 31 STUDIO 3. EXIT OR EXITACCESS DOORWAYS REQUIRED(SECTION 1015.1) �+'� y��^� IXITS OLF OCC TYPE d f k L 16,i m O i n 2 50 B 105 TJVO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE t PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, (SEE o TABLE 1015.1) 6720 SW MACADAM AVENUE,SUITE 100 DANCE COMPLIANCE: EXIT DOORS REQUIRED- 2 PORTLAND, OR 97219 STUDIO COMPLIANCE:EXIT DOORS PROVIDED- 4 T 503-245-7100 112 117 SOUTH MAIN STREET,SUITE 400 0(9' SEATTLE,WA 98104 _ 19 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1)THE T 206-576-1600 SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THEN ONE-HALF OF THE LENGTH OF THE ©ANKROM MOISAN ARCHITECTS, INC. MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 541-4" COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 80'-4"ROOM SF OCC j 1259 RM 25 EXITS OLF OCC TYP ROOM SF RM OCC 2 5O B 156 1 STORAGE IXITs °LF "'�P 1 300 6 DANCE 113 ROOM SF RM OCC STUDIO EXITS 1 00 OCC 8E 104 FIRE & LIFE SAFETY PLAN NOTES 1 15 B COFFEE ROOM SF RM OCC MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES 111 a 53 1 THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. TS1 30OLF0 B O CTYPE WE LCYADA �ROOO STORAGE ES Q011 RESTROOM 106 103 102 107 LOCKERS FIRE & LIFE SAFETY PLAN LEGEND h HOMEWORK 101 AREA ,�.,���,�•�. � `£- £ 'r-b` ROOM SF RM OCC ROOM SF RM OCC 1 OOO 2OO E 109 EX Ts ocF occTYPE ROOM SUMMARYTAG r , 146 2 t � e +-+a �'?j, E" EXITS OLF CC TYPE 2 200 A-2.1 �f���• n � - [ :g ��`„ ROOM SF RM OCC PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE STORAGE s �•J Ts oLF CC E LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY ROR am ° �� � 108 1 50 B o RECEPT N M 1 FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY kRoomsF RM OCC 10 THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OFA POWER FAILURE,THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT V EATS OLF OCC TYPE z 1 300 B LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT _ ROOM RM - EQUIPMENT,OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY 12 1 0 o LF OCC : ' POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2010 O.S.S.C.SECTION 2702, PER —.�— --- 1 00 B ---� _I 2010 O.S.S.C.SECTION 1006 _ o ® EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS —� WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. m w ' U FIRE EXTINGUISHER Q FE � F FIRE EXTINGUISHER CABINET LL F_ WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA Q L _ J z i � W Z LLJ 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA U J � D ()I1 EGRESS PLAN NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING L u m W 00 T-1 1/8"=1'-0" EXISTING WALL z > z Q N w N cn u tD D rn w U-) m m � u LO _ p z 0 V) zo 0 � z Z = o z w U -I w to CL m 0 Z Q 0 V 0 Z J REVISION DATE REASON FOR ISSUE _J m I L� C> D J m I J J O U EGRESS PLAN I n �m L0 w F- oZ PERMIT PLAN (N V) �'w r Z_ Z_ mm m Q DATE PROJECT MANAGER V) 06.17.15 SO J J J� —O v PROJECT NUMBER SHEET NUMBER o- 056293 T_O j SCALE AS NOTED OtD �� Tu Q. TUU PORTLAND, OREGON No. 4268 OF 4 TM DEMOLITION SCOPE Ankrom Moisan 1. PARTITIONS, DOORS, RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 2. REMOVE ALL POWER SIGNAL,SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO BE T 503-245-7100 DEMOLISHED. 117 SOUTH MAIN STREET,SUITE 400 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK. PREP TO RECEIVE NEW SEATTLE,WA 98104 FLOOR FINISHES AS INDICATED ON FINISH PLAN. T 206-576-1600 ©ANKROM MOISAN ARCHITECTS,INC. 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 IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. DANCE STUDIO 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, 105 FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY 0 SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY DANCE LEAD TO WORK IN QUESTION BEING REJECTED BY TENANT OR ARCHITECT. STUDIO 112 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS. WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE. 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 EXISTING SHEET ROCK AT AREAS OF DEMOLITION. 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND STORAGE ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND 113 DANCE RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS,AND STUDIO OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AI THE END OF 6 104 EACH WORKING DAY. PIPE AND DUCT SHAFTS,CHASES, FURRED SPACES,AND SIMILAR SPACES O SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGSLL , EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND DUST. - s, xA `` COFFEE , n ��� ��"����. ;,.��� � � 111 � t.✓ 10. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. Z fi L.4VRO�0 STORAGE E�STRQtD 106 103 DEMOLITION PLAN KEYNOTES ,^ V / Q wi • i a m u s,. .. -�... .�.,.. . . •'�`.'••:-�-.' DOORFRAME/R LITE TO BE REMOVED SALVAGE FOR REUSE IFPOSSIBLE. CSC Vii. 1 % } W w.. LL.� ..."a's - m RESTROOMS- DO NOT SALVAGE PLUMBING FIXTURES RELOCATE PLUMBING FOR NEW _LL a. , ORESTROOM CONFIGURATIONS. T .r f RP n c r_ - n Q � _ .r. .,..-. -: _ � .- -'. •'.-�'.'••'�• Nr1i�.HEDAR�,� RErfC'vc �HRrEiIBASE. PREPARE FOR NEW FLOORING REFER TO FLOOR ' __ __ z xf �� 3 W • PLAN.7" J s .. REMOVE EXISTING FLOORING PREPARE FOR NEW FLOOR FINISHES REFER TO FLOOR 4 PLAN. 47 Ln U OS EXISTING CASEWORK TO REMAIN. W m LLJ I o .. z > m -- --- �----- O REMOVE LOWER CABINETS W/NO DOORS AND COUNTER. — Q N Z z rn V) r�' V C° 7O NOT USED 81 W LO m U `O O NOT USED O Q V N J Z p p zo 9O REMOVE WINDOW- PREPARE TO INFILL OPENING. —I Z u 0 O z = p z X DEMOLITION PLAN � � _j l/1 _j 00 � m U Z Q D cl)V) DEMOLITION PLAN SYMBOLS Z J REVISION DATE REASON FOR ISSUE m EXISTING WALL I c� 0 WALL OR ITEM TO BE REMOVED I J O GLASS RECITE OFFICE ROOM NAME DEMOLITION Li I 100 ROOM NUMBER PLAN a-c� M o D KEYNOTE �m �i y LO L oZ PERMIT PLAN N(f) 'W r Z_ Z m� � m DATE PROJECT MANAGER J J 06.17.15 SO J� 7� Ui PROJECT NUMBER SHEET NUMBER o N 056293 SCALET-2 �� AS NOTED �tD TU 0. LUL a FLOOR PLAN GENERAL NOTES PORTLAND, OREGON - No. 4268 1 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS OTHERWISE ��. �' FLOOR PLAN SYMBOLS NOTED. OF 0 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT EXISTING WALL COMPLETION OF CONSTRUCTION. 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI - NEW PARTITION WALL TO UNDERSIDE OF EXISTING STANDARDS. APPLYA DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT" OR EQUIV.)PRIOR CEILING TO FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. TM 4. PATCH/REPAIR ALL EXISTING WALLS-REPAINT. GLASS RELITE >, r OFFICE ROOM NAME 100 ROOM NUMBER 5. REPAINT ALL DOORS/FRAMES. DANCE QKEYNOTE STUDIO 6. REPAINT ALL PAINTED BASE IN DANCE STUDIOS. 105 Q JUNCTION BOX Ankrom I�O n 7. EXISTING CEILING SYSTEM TO REMAIN, EXCEPT AS NOTED ON PLAN. DUPLEX RECEPTACLE 4-PLEX RECEPTACLE D UDIO 4 8 ANCE PORTLAND,OR 972 6720 SW MACADAM AVENUE,SUITE 100 VOICE/DATA OUTLET 112 1 FLOOR PLAN KEYNOTES T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 ABBREVIATIONS 6 O NOT USED SEATTLE,WA 98104 N NEW O NEW P-LAM LOWER CABINET W/DOORS AND(2)SHELVES. PROVIDE NEW P-LAM T 206-576-1600 COUNTER AND BACKSPLASH - MATCH EXISTING. ©ANKROM MOISAN ARCHITECTS,INC. +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. D DEDICATED 0---- PATCH/REPAIR EXISTING DOOR AND/OR REPLACE. PAINT DOORFRAME. < 7 4� INSTALL NEW HEAVY DUTY THRESHOLD. OO NOT USED. 3 INSTALL NEW LED DOWNLIGHT AT EXISTING LOCATIONS-LAMP WITH 3500K O STORAGE 3 DANCE �.' LIGHTS. 113 STUDIO 104 O REPAIR DAMAGED OUTSIDE CORNER. 2 # W, $� ADD 24" HIGH KICKPLATE ON EACH SIDE OF DOOR. COFFEE �,� �,��� t �, � �� �,�- ' �� � ADA RESTROOMS-SHEET VINYL FLOOR- P-LAM WAINSCOT ON ALL WALLS TO 48", 5$-0" ���� 111 �: AND SHEET VINYL COVED TO " OR 6" 6 , RUBBER BASE.ADA COMPLIANT TOILET, 36"&42"GRAB BARS, 18"VERTICAL GRAB BAR,ACCESSORIES.WALL HUNG SINK 1'-4 1 1'-6" � ' CIRC. g ADA O a W/ADA COMPLIANT FAUCET. UNISEX RESTROOM SIGNAGE. HARD LID CEILING, ' ��' r 110i RESTRO z 00 STORAGE ESTRdl EXHAUST FAN AND VANITY LIGHT. 103 102 107 NEW SUITE STANDARD DOOR WIITH PUSH/PULL HARDWARE, PRIVACY LOCK WITH 106 NNW } 3t��keaa I I 1 1 8 OCCUPIED INDICATOR AND CLOSER. FURR OUT HEADER AT CEILING HEIGHT TRANSITION. pp ENLARGED 9 -9 00 0 2, , i � '� PLAN 7'-7 5/8" 12 NOT USED res HOMEWORK � �r I E AREA LOCKERS y NEW(NOT TO EXCEED 34")LOWWALL WITH P-LAM TRANSACTION COUNTER AND SWING GATE. VERIFY HEIGHTS AND DEPTH OF COUNTER WITH TENANT.TENANT _ -I 109 13 TO SPECIFY PLASTIC LAMINATE. INSTALL NEW CABINET PULLS AT EXISTING O', _� � � ' � � ` 14 CASEWORK TO REMAIN. i1 � 13 r� --____-- ----�___-- W �N) i 14 INFILL WINDOW OPENING WITH NEW WALL TO MATCH EXISTING. LO STORAGE 15 108 RECEPTION 97EXTEND EXISTING GYP. BD. CEILING TO NEW WALLS AS SHOWN. z 100 _ w Q ry n Lu LL w 2 ENLARGED RESTROOM PLAN FLOOR PLAN w z ill wT-3 3/8'=1'-0" T-31/8"=1 U 0 Q W m w I o z > Nz v N rn w m � 0 z Lr) t/1 — Q s zo 0 o I 14 TYP. DOOR OFFSET AT O Q L3 V) I PERPENDICULAR WALL 3 4" TOP - O -� z z ( I / SECURE TO HANDLE APPLIED = � I-- < I I FINISH W/PL. `-LOADS SEE SCHEDULES FOR U J w I I LAM. �� APPOVED ATTACHMENT DEVICES. O O - w I I 1/ M REVEAL WFINISH \\\ \ UNDERSIDE OF STRUCTURE Q I I / \\ o I I \\ LATERAL WALL BRACING 4 FEET Z WALL MTD. LIGHT FIXTURE I I \\\ O.C., ALTERNATE DIRECTIONS \ REVISION DATE REASON FOR ISSUE CORNER rL BEAD m I I SWITCH BLOCKING >, SUSPENDED CEILING SYSTEM o » I I GANG N I 2 1/2" X 8 X 1/8" STL PLATE m ---MIRROR 54 MIN. I I z I P.T.D. 36" G.B., BACK WALL 39 41" 18'° I i ¢ I I WELDED TO TUBE STL POST NEOPRENE FOAM TAPE CONT. � P.T.D. 24 VERITACL I I Z I I MTL STUD BETWEEN BLOCKS J MIN. 8" VERTICAL 36" MAX ? GRAB BAR ( i O I I RUNNER 1 g" , GRAB BAR 12" I I `L Z I I CASING BEAD FASTEN RUNNER TO CLG SUPPORT V) MAX. 36 MI 42" G.B., SIDE WALL MA 00 ( I m p I I 5/8" GYP BD ON AT 2 FEET O.C. THRU NEOPRENE FLOOR PLAN w 42 G.B. = I OT SIDES OF z L x T.P.D.. r T.P.D. I I I I MTL•STUD SOUNDS BATT 2 z x ¢ x = ¢ ¢ 2 1/2 X 2 1/2 X 1/8 STL 0-0 -- w ¢ z_ <t U L J I I v ~ TUBE @ PARTITION END AND 0 0 � z_ \ z m ~ o = INTERMEDIATES NOT TO EXCEED GYPSUM BOARD 1°m o \ o `,� z w ¢ I I I o -----METAL STUDS, SEE SCHEDULE FOR Q o w o� Z cn c� , 0» 0 o a, M I I Y w � ) / p I— r� N r M N °' _ f- w = I I 2 5 8 DIA EXP STUD GAUGE, SPACING, AND HEIGHT oZ PR 4�-T » N w Z 8 X 3/8 STEEL SECURE TO APPLIED LOADS PERMIT PLAN �v 8 18 I I o - °d° I I PLATE WELDED TO TUBE STEEL STRUCTURAL FOR SPECIFIC INFORM. w KNEE CLR60 N W I - I BASE PER . " MIN. zj _I I --ACOUSTIC SEALANT AT SLAB RUNNER ¢m FJIN. FLOOR I DATE PROJECT MANAGER V)J 4 06.17.15 SO D-10 UNDERCUT DOOR AS REQUIRED TO OUTLETS WALL Y E E WALL TYPE STC 45-49 PROJECT NUMBER SHEET NUMBER CLEAR FLOOR FINISH oN 3 TYPICAL FIXTURE MOUNTING HEIGHTS @ A . D . A RESTROOMr7iS TD . MOUTING HEIGHT s PARTIAL HEIGHT WALL 6 PARTITION WALL TO GRID 056293 I SCALE T-3 0U j T-3 3/8""=1'-0" TI—TYPICAL FIXTURE MOUNTING HEIGHTS DADA RESTROOM T-3 3/4"=1'-0" TI_STD MTG HEIGHT T-3 3"=1'-0" IBC—WALL —TYPE—E T-3 1 1/2"=1'-0" IBC—WALL—TYP—B 12-10 AS NOTED