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Plans (15) BU P2019-00202 3 A -VA D . _0 SYS - -- MS - - \IIA \I - _ _ mpRov \A . . _ \1 _ REINLa L...., i' ,..L, 0 0 00 0 10575 SW CASCADE AVE. AUG 13 ZO19 0 0 0 CITY OF I IGAR.- TI GA R D, OREGON 97223 BUILDING DIVIS' - . II _ . __,,, fluentdesign GENERAL NOTES VICINITY MAP BUILDING DESCRIPTION CONTACTS 19315E Powell _ Portland,Oregon 97202 P-503.432.861 Y A. ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL SINGLE STORY BUILDING. PROJECT DESIGNER TENANT e;nro®uerdcesignpd..com W:Ruentdesignpdx.com CODES, WHICHEVER IS MOST STRICT. CODES ARE INTENDED TO MEAN THE ADOPTED L. PROTECT PROPERTY, ADJACENT PROPERTY, AND BUILDING MATERIALS FROM EDITION, AMENDMENT, OR REVISION OF SUCH REFERENCE STANDARD(S) IN EFFECT AS DAMAGE DUE TO CONSTRUCTION, STORAGE, TRANSPORTATION, ETC. FLUENT DESIGN, INC. BIAMP SYSTEMS OF THE DATE OF THE CONTRACT DOCUMENTS. 4' = 1931 SE POW ELL BLVD 9300 SW GEMINI DRIVE M. GC TO PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED a SCOPE OF WORK PORTLAND, OR 97202 BEAVERTON, OR 97008 FLUENT DESIGN.INC B. USE DIMENSIONS SHOWN. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED OBSERVATIONS AND INSPECTION. _ 1 THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED 9J ANY MANNER. FROM DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CROSS CHECKEXCEPT DESIGNWRNTNEPRIORWizmENAPPROVALOFFLUENT • DEMOLITION OF EXISTING NON-STRUCTURAL INTERIOR PARTITIONS, LIGHT FIXTURES, DESIGN DETAILS AND DIMENSIONS SHOWN ON THESE DRAWINGS WITH RELATED N. GC TO MAINTAIN ENVIRONMENTAL CONTROL MEASURES THROUGHOUT THE 217 CONTACT: COLLEEN MURPHY CONTACT: ANDREW THIEL REQUIREMENTS ON ANY CIVIL,STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, DURATION OF THE PROJECT, AS REQUIRED BY GOVERNING JURISDICTION. CASEWORK, PLUMBING FIXTURES, AND CEILINGS. NEW NON-STRUCTURAL INTERIOR P: 503.432.8617 P: 503.641.7287 PARTITIONS, LIGHT FIXTURES, DOORS, RELITES, AND FINISHES. AND OTHER DRAWINGS AS APPLICABLE. NOTIFY THE ARCHITECT OF ANY 575 sync c Ave # E: colleen@fluentdesignpdx.com E: andrew.thiel@biamp.com DISCREPANCIES BEFORE COMMENCING WORK. O. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES WHERE INDICATED; REFER TO FINISH SCHEDULE. NOTIFY DESIGNER IN WRITING IF EXISTING DAMAGE TO VALUATION OF CONSTRUCTION C. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE. FRAMING OR SUPPORT ELEMENTS IS REVEALED IF EXISTING FINISHES ARE REMOVED. ` ARCHITECT OF RECORD GENERAL CONTRACTOR BAMA D. CONDITIONS AND DETAILS MARKED"TYPICAL"APPLY IN ALL CASES UNLESS P. PROVIDE FLOOR LEVELING AS REQUIRED TO INSURE QUALITY INSTALLATION OF $450,000.00 SW Shady Ln BAMA ARCHITECTURE AND DESIGN NORWEST CONTRACTORS INC. Architecture and Design SPECIFICALLY INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN,THE PRODUCT(S). 7350 SW MILLWAUKIE AVENUE 7235 SW STEPHEN LANE b \ CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL tt• , 7350 SE Mihvaukie Ave PORTLAND, OR 97202 PORTLAND, OR 97225 Portland.Oregon 97202 CONSTRUCTION ON THE PROJECT. Q. ALL NEW WALLS TO BE SMOOTH FINISH - LEVEL 4, UNLESS NOTED OTHERWISE.' Pn:503.380.2852 CONTACT: MILDRED WHITE CONTACT: MARK ENGER E. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE R. GC IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL APPROVED PERMITS AND P: 503.253.4283 P: 503.710.0567 These drawings are the property of SUCCESSFUL, EFFICIENT, AND FUNCTIONAL PROJECT COMPLETION NOT INDICATED IN REQUIRED LICENSES FROM LOCAL JURISDICTIONS. E: Mildred@BAMAdesign.com E: maenger@norwestgc.com BAMA Architecture and Design,and are THE CONSTRUCTION DOCUMENTS AT NO ADDITIONAL COST. VERIFY ANY AND ALL CCB# 89425 not to be reproduced or disclosed in any QUANTITIES PRIOR TO BID. S. GC TO INCLUDE A CONTINGENCY FOR REMOVING LOW-VOLTAGE AND OTHER manner except with the prior written ABANDONED INFRASTRUCTURE, AND ANY OTHER WORK NEEDED TO COMPLETE THIS consent of BAMA Architecture F. DISCREPANCIES IN ANY SPECIFICATIONS OR DRAWING DO NOT RELIEVE THE PROJECT IN ADJACENT AND NEIGHBORING TENANT SPACES. COORDINATE AMOUNT PROJECT SITE and Design CONTRACTOR FROM THE WORK INTENDED IN THE DRAWINGS OR DESCRIBED IN THE WITH TENANT/LANDLORD. DRAWING INDEX SPECIFICATIONS. T. ELECTRICIANS TO LABEL NEW, UPDATED, AND REMOVED CIRCUITS AT ELECTRICAL G. A COMPLETE, CURRENT SET OF THE PERMUTED CONSTRUCTION DOCUMENTS MUST BE PANELS AFFECTED BY SCOPE OF WORK. CS COVER SHEET KEPT ON THE JOB SITE AND AVAILABLE TO THE BUILDING OFFICIAL FOR THE DURATION FLS FIRE, LIFE SAFETY PLAN OF THE PROJECT. U. PLUMBING SUPPLY LINES TO BE COPPER. COORDINATE WITH BUILDING OWNER IF ID1.10 ACCESSIBILITY ALTERNATE IS TO BE PROPOSED. ID2.10 DEMOLITION PLAN H. THE CONTRACTOR SHALL EVALUATE THE JOBSITE SAFETY AND SHALL BE FULLY AND 102.11 DEMOLITION PLAN SOLELY RESPONSIBLE FOR THE JOBSITE SAFETY OF SUCH MEANS, METHODS, ID2.12 DEMOLITION REFLECTED CEILING PLAN TECHNIQUES, SEQUENCES OR PROCEDURES IN ORDER TO PROVIDE ADEQUATE ID2.13 DEMOLITION REFLECTED CEILING PLAN SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ID3.10 FLOOR PLAN NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC; AND TO 103.11 FLOOR PLAN PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED 104.10 REFLECTED CEILING PLAN BY THE CONTRACTOR. THE CONTRACTOR SHALL ALSO COMPLY WITH JOBSITE SAFETY 1D6.10 INTERIOR DETAILS REQUIREMENTS AS REQUIRED BY THE GOVERNING JURISDICTION. ID7.10 DOOR & RELITE SCHEDULE I I. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT THE 7 PRIOR APPROVAL OF A STRUCTURAL ENGINEER, OR PER MANUFACTURER'S L SPECIFICATIONS. SEPARATE PERMITS W J. EVENLY DISTRIBUTE CONSTRUCTION MATERIALS IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FEET. MECHANICAL K. PROVIDE ALL WORK IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS AS SHOWN. ELECTRICAL DO NOT TO DEVIATE FROM THESE CONFIGURATION(S) WITHOUT THE SPECIFIC WRITTEN FIRE/ LIFE SAFETY SYSTEMS LLJ PERMISSION OF THE DESIGNER OR ARCHITECT OF RECORD. 0 TYPICAL SYMBOLS TYPICAL SYMBOLS Q/ NOTES: NOT ALL SYMBOLS SHOWN NOTES: 1. NOT ALL ABBREVIATIONS SHOWN MAY BE USED 0..- MAY BE USED 2. ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER • r 1 + L ANGLE EL ELEVATION OH OVERHEAD s r NUMBER .' - [ CENTER LINE ELEV ELEVATOR OTS OPEN TO STRUCTURE �"' '"' ' "-- - ` [ CHANNEL ENCL ENCLOSURE i ° DEGREE(S) ENM ENAMEL PL PLATE or PLASTIC LAMINATE or CASCADE BLVD . 01 A 0 DIAMETER EO ELECTRIC OUTLET PROPERTY LINE INCH (ES) ETR EXISTING TO REMAIN PT PRESSURE TREATED - .• "' FOOT (FEET] EX EXISTING PWD PLYWOOD - -r >llili r,.,.... . ..r-iia. . —LETTER # NUMBER EXT EXTENSION or EXTERIOR J•• PERPENDICULAR QT QUARRY TILE � li . t 0 -11 , 111HintiliinniwillioTt���'� 1 REFERENCE GRID LINES It PLATE (F) FIELD DATA QTY QUANTITY I I x BY ( 2x4 ) (FA) FIELD ADJUSTED #� ------ -- F&I FURNISH & INSTALL (R) REMOVE(D) AB ANCHOR BOLT FA FIRE ALARM R RADIUS, RISER iri,.r•-- -+-e+�.1► ---- - +-�►• __— -- �y— --• -- .-- -�� 1 -CELL i . 1 W A/C AIR CONDITIONING FABX FIRE ALARM BOX RB RESILIENT BASE I O _ �-` 4 2 ACT ACOUSTICAL CEILING TILE FE FIRE EXTINGUISHER & BRACKET RD ROOF DRAIN I C I1-1-L. _ _-, -` -_ AD AREA DRAIN FEC FIRE EXTINGUISHER CABINET RELOC RELOCATE{D) or (ION} din O. I ADJ ADJUST(ABLE) FF FINISHED FLOOR REPL REPLACE + -s_� - _ r . ,�� : _'-'-��� .. "'` * .. mar km 3 ` SHEET AFF ABOVE FINISH FLOOR FFE FINISH FURNISH EQUIP or FURNITURE REQ REQUIRED — 9' r,,' *; ALT ALTERNATE, ALTERNATIVE FIXTURE(EQUIPMENT RET RETURN or RETENTION I : ,•' „_ - '' 'U.//, � ._...... • r n INTERIOR ELEVATION TAG A05 APPARENT OPENING SIZE FND FOUND ATION RF RESILIENT FLOORING I • "'--""-"� t 4 4 1- FO FACE OF RM ROOM • 4.-- .w.i ...�..4 d ,..,., !► : �� O BATT BATT INSULATION FOC FACE OF CONCRETE RO ROUGH OPENING -'~ 0 ae " _, BD BOARD FOF FACE OF FINISH RT RESILIENT TILE -� "f T— , ._..,� NUMBER BLDG BUILDING EOM FACE OF MASONRYi..446 *�: � _ _ 1 w - SUSPENDED ACOUSTIC CEILING i ° 0'-00"AFF BLK BLOCK FOS FACE OF STEEL or FACE OF STUD SAC BLKG BLOCKING FOW FACE OF WALL SS STAINLESS STEEL or SOLID SURFACElim "�""' L $MU BRICK MASONRY UNIT ------- SIN STONE SLAB/VENEER .� f" + V) CEILING HEIGHT TAG �� (REFERENCED FROM FINISHED FLOOR) BO BOTTOM OF GMU GLASS MASONRY UNIT SV SHEET VINYL 0 'Q • BOC BACK OF CURB GYP GYPSUM SYM SYMBOL OR SYMMETRICAL - I ~ BOT BOTTOM GYP BD GYPSUM BOARD ---- I --- _...,..ai — BS BOTH SIDES GYP SH GYPSUM SHEATHING T TEMPERED OR TILE OR TREAD - - V ROOM ROOM NAME T&B TOP & BOTTOM 7 i _______. NAME CB CATCH BASIN HCAP HANDICAPPED T&G TONGUE & GROOVE .w.__.,. I � N 000 G+ ROOM NUMBER CBA CEMENT BACKER BOARD HDRL HANDRAIL TD TRENCH DRAIN I • ¢ " CFCI CONTRACTOR FURNISHED HOW HARDWARE THK THICK(NESS) I I" '"" """- -- '`` µ o z ROOM TAG CONTRACTOR INSTALLED HT HEIGHT T/M TO MATCH '-� "' � I -. CFOI CONTRACTOR FURNISHED OWNER HVAC HEATING, VENTILATING, & AIR TO TOP OFI _ __ "' 00 INSTALLED CONDITIONING TOD TOP OF DECK r + ¢< 0 LL DETAIL BUBBLE CG CORNER GUARD ----- --___ TOP TOP OF PARAPET or TOP OFI �, " • a v) i CJ CONTROL JOINT JAN JANITOR PAVEMENT 1 _ _ _ i �� CELL CL CENTER LINE JC JANITOR'S CLOSET TOR TOP OF ROOF ��. s,. t N. ¢ Iiis� m o ° I (--__Al CLG CEILING ---- - - TOS TOP OF SLAB or TOP OF STEELI. 4 - �+-� n CLO CLOSET LAV LAVATORY TOW TOP OF WALL Ita r��" r �f �� I ICLR CLEARANCE) LOC LIMITS OF CONSTRUCTION T STAT THERMOSTAT f `,� � �`- }� _ 1 _ r. - - ,.. �� ` CPU CEMENTPLASTER UNIT MAX MAXIMUM TYP TYPICAL r �_ � �'� r, . 1 - - ti I SHEET TS TUBE STEEL ., _ _ .., CPT CARPET MDF MEDIUM DENSITY FIBERBOARD - — DETAIL REFERENCE BUBBLE CSMT CASEMENT MI MIRROR UNO UNLESS NOTED OTHERWISE ,� CSWK CASEWORK MIN MINIMUM UOS UNDERSIDE OF STRUCTURE I — MILDRED WHITE CT CERAMIC TILE MO MASONRY OPENING CELL CTR CENTER MIL METAL VCT VINYL COMPOSITE TILE CTSK COUNTERSINK -------- VEN VENEER n-1PORTLAND, OREGON At o (N) NEW N&C NAIL&CAP VERT VERTICAL VIF : (j) PORTLAND, DEMO DEMOLITIONVERIFY IN FIELD i SHEET DIA DIAMETER N&D NAIL& DISK 7 1 ` _____._ 1- 1 I. �' 1 DIM DIMENSION NM NAIL &TIN W WEST or WIDTH (WIDE) DETAIL REFERENCE TAG DN DOWN NIC NOT IN CONTRACT W/ WITH DP DAMPPROOFING or DIMENSION NTS NOT TO SCALE WD WOOD or WOOD VENEER EXPRES 2/31/2019 POINT -- WF WIDE FLANGING I • DW DISHWASHER OC ON CENTER WG WIRE GLASS - OD OUTSIDE DIAMETER or OVERFLOW WH WATER HEATER (E) EXISTING DRAIN W/O WITHOUT BUILDING KEY PLAN A\ EA EACH OFCI OWNER FURNISHED CONTRACTOR W PANEL WOOD PANELING EB EXPANSION BOLT INSTALLED WRGB WATER RESISTANT GYPSUM WALL lie N.T.S. NIF EJ EXPANSION JOINT OFOI OWNER FURNISHED OWNER BOARD INSTALLED WWF WELDED WIRE FABRIC Z O 0 E O LU OFFICE -COP o CITY OP TIGARD REVIEWED FOR CODE COMPLIANCE Approved:' 1J1 o OTC: [ 1 Permit#: Rut L il ) 9- 00 OCY Address: I nr 1/4 -lc' r r. S Cc.. e 1:1..,t_1:1..,t_,, x o Suite#: r POWER DRIVEN SHOT-IN- By: ---M"" Date: �(• )�} f� o z O ANCHORS USED FOR N SHALL REQUIRE SPECIAL LU SEISMIC APPLICATION • • N I - a Q, INSPECTION U p OR.INTERP�0-01 co U ON r (NI O LI 0 Ur W � W o Z Z < 0 r- rz Q F_-- . i_. O 0_ 0 LU VALIDITY OF PERMIT LEJ THE ISSUANCE OFA PERMIT GGITir Ur TIGARD J BASED ON CONSTRUCTION S--,) DOCUMENTS AND OTHER Approved((,,��b Planning C SO DATA SHALL NOT PREVENT Date: (6 t 3 ( { " 1 OTHE CODE OFFICIAL FROM z REQUIRING THE CORRECTION initials: COVER OF ERRORS. OSSC 105.4 z SHEET 0 RESTROOM CALCULATIONS CODE SUMMARY FIRE & LIFE SAFETY NOTES FIRE & LIFE SAFETY LEGEND 0000 EXSITING PLUMBING FIXTURES: BUILDING CODES: : f TOILETS/URINALS: MEN: 7TOILETS/6 URINALS 2014 OSSC A. CONFIGURE FIRE DETECTION, INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS IN >- - DIRECTIONAL PATH OF EGRESS rY '• ` a -r 0 .WOMEN: 13 ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION AND IN COMPLIANCE ROOM /SPACE SUMMARY LAVATORIES: MEN: 8 GENERAL BUILDING DESCRIPTION: WITH THE GOVERNING EDITIONS OF ADA, ANSI AND THE BUILDING CODE. THE EQUIPMENT WOMEN:8 CONSTRUCTION TYPE: VB ROOM NAME 0 • 0 , , ' FURNISHED SHALL BE COMPATIBLE AND BE UL LISTED, FM APPROVED OR LISTED BY A ROOM�f� � ', �.. RESTROOMS NUMBER OF STORIES: 1 NATIONALLY RECOGNIZED TESTING LABORATORY IN ACCORDANCE WITH THE APPLICABLE NAME ROOM NUMBER TABLE 2902.1 SPRINKLED: YES NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. RM # 100— OCCUPANCY CLASSIFICATION '4'ty ,, s F-1 1/100 WATER CLOSETS REQUIRED PER SEX OCCUPANCY GROUP: 'B' OFFICE, 'F-1' FACTORY, 'S-1' STORAGE, OCC R2-� 1s1: . .:� S-1 1/100 WATER CLOSETS REQUIRED PER SEX FIRE SEPARATION IN BETWEEN ASSEMBLY SPACES NOT REQUIRED PER TABLE 508.4AREA 864 SFS ROOM AREA ,0,-, o- B. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE FACT 200 • B 1/25 WATER CLOSETS PER SEX FOR FIRST 50. EMERGENCY BACK-UP GENERATOR ON-SITE REQUIREMENTS THE MOST RESTRICTIVE PREVAILING BUILDING CODE (GOVERNING EDITION) LOAD: 5 OCCUPANCY LOAD FACTOR B 1/40 LAVATORIES PER SEX FOR FIRST 80. FOR SMOKE DENSITY AND FLAME SPREAD. OCCUPANT LOAD A-3 1/200 LAVATORIES PER SEX fi uentdesig n A-3 1/125 MALE, 1/65 FEMALE, WATER CLOSETS EXITS: C. PROVIDE EMERGENCY EXIT ILLUMINATION AND SIGNAGE AS REQUIRED BY PREVAILING APPROXIMATE AREA OF WORK: 12,753 SF EXISTING EXIT SIGN WITH EMERGENCY EGRESS LOCAL JURISDICTION, BUILDING CODE, NFDA, OR NEPA (CURRENT EDITION). } LIGHTING TO REMAIN. SOLID QUADRANT o3I sE PowellB,d. • F-1 OCCUPANCY: 277 TOTAL NUMBER PROPOSED OCCUPANTS OCCUPANCY GROUP: 'B' OFFICE, 'F-1' FACTORY, 'S-1' STORAGE, ParHond,Oregon972o2 S-1 OCCUPANCY 41 TOTAL NUMBER PROPOSED OCCUPANTS OCCUPANCIES: 'B' BUSINESS, 'F-1' FACTORY, 'S' STORAGE PROVIDE EMERGENCY EGRESS LIGHTING WHERE REQUIRED TO MAINTAIN CODE SPECIFIED INDICATES LIGHTED FACE; ARROW(S) INDICATE E:,nro�eenid s8n+p7a.c«n B OCCUPANCY: 70 TOTAL NUMBER PROPOSED OCCUPANTS OCCUPANT USE LOAD FACTOR: ILLUMINATION. DIRECTION. w:firentnldesiadx.ca„ A-3 OCCUPANCY: 363 TOTAL NUMBER PROPOSED OCCUPANTS OFFICE 100 SECTION 1006.3.1 PERFORMANCE OF SYSTEMS INDUSTRIAL 100 EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ( i NEW EXIT SIGN WITH EMERGENCY EGRESS REQUIRED PLUMBING FIXTURES: ASSEMBLY 15 ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (1 1 LUX) AND LIGHTING. SOLID QUADRANT INDICATES LIGHTED LUEN UE$IGN,INC TOILETS/URINALS: MEN: 6 ASSEMBLY 50 A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE FACE; ARROW(S) INDICATE DIRECTION. THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN WOMEN: 7 STORAGE 300 AND ARE NOT TO BE REPRODUCED IN ANY MANNER. PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE EXCEPT MIN THE PROP WRITTEN APPROVAL OF FLUENT LAVATORIES: MEN: 2 _(> OCCUPANT LOAD AND DISCHARGE DIRECTION DESIGN WOMEN: 2 TOTAL NUMBER OF PROPOSED OCCUPANTS IN NEW SCOPE OF WORK: 267 PERMITTED TO DECLINE TO 0.6 FOOTCANDLE (6 LUX) AVERAGE AND A MINIMUM AT ClINDICATOR ANY POINT OF 0.06 FOOTCANDLE (0.6 LUX) AT THE END OF THE EMERGENCY TOTAL NUMBER OF OCCUPANTS: 751 LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY OCCUPANT LOAD FACTOR: 100/ 15 B RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. U FIRE EXTINGUISHER: LOCATION PER LOCAL FIRE MARSHALL DIRECTION NUMBER OF EXITS REQUIRED (TABLE 1015.1): 3 G.C. TO PROVIDE FINAL LOCATIONS FOR FIRE NUMBER OF EXITS PROVIDED: 12 EXTINGUISHER CABINETS TO DESIGNER FOR BAMA MINIMUM WIDTH OF CORRIDOR: 44" Architecture tecture and Desk MINIMUM WITH AT EGRESS DOORS:36" LOCKS & LATCHES (1008.1.9.3): WHERE LOCKS AND LATCHES ARE PROVIDED AT MAIN 7350SEMirwaukieAve EXTERIOR DOORS, THE LOCKING DEVICE MUST BE READILY DISTINGUISHABLE AS LOCKED Portland,Oregon 97202 AND SIGNAGE PROVIDED STATING"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS Ph:503.380.2852 OCCUPIED." These drawings are the property of BAMA Architecture and Design,and arE not to be reproduced or disclosed in and manner except with the prior written consent of BAMA Architecture and Design z LLI LLI > 0 CY • . F- z SHEET \. � . ET METAL � COMPRESSORS ... ''- -. -:. • -: .,. z ♦ w /:\ PRINT,; / \ ; \ I - I MATERIALS (1 [41 :71_ (] — t IRECEIVING wREPAIRRM #TERIALS EEC. . e RM #: A AOREA 6238 SF SHIPPINGMAIN OCC: F 1 FACT 300 AREA: 600 SF LOAD 20 [ nLINE INDICATES Olt E FACT: 100 `�BOUNDARY OF EXISTING LOAD: 7 w wFACTORY FLOOR THAT I5 SERVER I '` >NOT IN SCOPE. n IMAX TRAVEL CL QDISTANCE: 65' 9" / u� o® ELEC. A , I z RECEIVING CLOSET • > O I RM #: • o DC7IAO EA: 1675 SF /1 MAX TRAVEL FACT: 10017DISTANCE: 93'-3" „Ii�l I LOAD: 17 1 II ,n Ce 1 A i 9 CO>-> > > -1 Lit � �I111 I MAX TRAVEL DISTANCE: 52'-3”l '\.% YjDA/pCi , _ , rrFIRE MIL©RED WHITESUPPR.<... _ ACTQRY PORTLAND, OREGONlFLOOR I STORAGEFACTORY jRM #: OCC: S �� ��RM #: j I AREA: 1403 SF _ 0F 6 .I AOIz1 631 SF ILORD: 3005 7 7zot9 FACT: 100 �, aIDFxI Tfit LOCKERS ♦ I LOAD . 6 < \' CI RM #- I V MAX TRAVELOCC A3DISTANCE:92' 4"AREA 1 F63 S //��1 \ ;: , _ : _.,.- _��::.._s .,, .— . _ � ....'7 _._'."m""n -'!IMMO. - nom wire..- w�ew -..INOMMO41111A. ""lrne---, 1'.'• ."""�'�"�_ _".N"nr ri^'1 ��" 'M*InR. .ir"4"i •=1. c�10 .1=.:,,+w.1ws__ . . wrr.wa w ..... a :-...w -a - :�_:.��'-�-FACT. 15 FITNESSLOAD: 42 y. ' WOMEN 1 )OFFICEWOMEN - r-� 1 T' `; j/� ; RM #: •]WELWESS OCC: B :1i't: HALL WOMEN . MEN z ROOM AREA: 90 SF - _ OPENO MAX TRAVEL FACT: 100 MEN C, �� .. =r�rF-,^•, r�r �:r11"rl Y �_�I��-'i l �ANITO ,:- ,-, Ii _ �,, LOAD: 1 . . : SHOWER , `._.- . OFFICE DISTANCE: 51'-7' FUR URE 0 I1 i!' > > ELCI- SHOWER @ MEN _ `�' CLO ET ® !!!. OPEN _ w .. \.�1 �I I �_ -_ - ' 1,. _..— ) OFFICE CLOSET t STORAGE �. .. � -: ._ - - - _ SUPPLY 0 ELEC. > > > > ` , HALL AX TRAVEL C S �I DISTANCE:85' 8" T ' �` AREA: 1343 SF LOBBY FACT: 300 INTERNET OFFICE LOUNGE T OFFICE OFFICE OFFICE OFFICE OFFICE LOAD: 4 I„ , n • WI BREAK ROOM .- - Nom~ 0 WOMEN _ TRAINING WAITING __ . MFN RM #: TRAINING __.... -.. M. N OCC: A3 TRAINING LOBBY OFFICE OFFICE OFFICE OFFICE OFFICE ( OFFICE CONF. /' a v I r� AREA: 1635 SF / RM # V x o j WOMEN i:' `o MEN FACT: 15 OCC A3 - • — T I SHOWER SHOWER LOAD: 109 AREA 819 SF I FACT 15 —. >- C5 OFFICE LOAD 55 i! ,/ 1 u, -\ RM #: CY _I N 0 OCC: g TRAINING Q Q AREA: 90 SF MAX TRAVEL CI' CN O \ HALL LOAD: 100 ® DISTANCE: 98'-5" // U 2 r: Z od < '- N co U Z z Q O 1— ILLI H- = o EL o LL RiLij F LS U O O Z FIRE Z I FIRE, LIFE SAFETY PLAN ru LIFE SAFETY 0 J PLAN SOO . 36" MIN 33" MIN 33" MIN / / / / f WHEELCHAIR SPACE SHALL ADJOIN BUT NOT OVERLAP AN ACCESSIBLE 41111 ,II t 1 1 1 ,� ) [ IAF, 1 .�j " 1,, Ih 1 ROUTE. iii I I�: 1 1 I I� ' I i� 1 !I I S I II I • 0 1 1 , 0 11 , o -, 1 0 0 0 ' I'. Iii 1 1 I1 �; � II I is (A) (B) SINGLE SPACE MULTIPLE --.777/ADJACENT SPACES \ \ 1 1 REFUGE \ f I u e n td es i g n FIG. 802.3 [ I I 1 \ WIDTH OF A WHEELCHAIR SPACE f r� G z I [ 7 E �� 1 � " \- 190T SE PawBB BNd. PorBprd,Or=9720'2 IN ASSEMBLY AREAS z �I , \ 1 '1 T� h' / P:S03.432.8617 di o �/ III Ir. \� -___\ �_ E:iWolufenedes npdx.cam� 2 v I 1 I — o '� � I a, op \ \ FLUENT DESIGN.INC n THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN f" AND ARE NOT TO BE REPRODUCED IN ANY MANNER. - - \ \ EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT (A) (B) DESIGN FRONT OR REAR SIDE ACCESS ACCESS FIG. 802.4 DEPTH OF A WHEELCHAIR SPACE IN ASSEMBLY AREAS BAMA WIDTH & DEPTH OF HEIGHT OF RAISED Architecture and Design 9 A WHEELCHAIR SPACE IN ASSEMBLY AREAS 5 CHARACTERS ABOVE FLOOR 7350 SE Milwaukie Ave - - - - - FIGURES 802.3 &802.4 (ICC/ANSI A117.1) \ / FIGURE 703.3.10 (ICC/ANSI A117.1) Pa�Ph�503.380.28522oz These drawings are the property of BAMA Architecture and Design,and are 17"MIN / / not to be reproduced or disclosed in any 25"MAX manner except with the prior written - - - \ consent of BAMA Architecture 1 z and Design I II 0 // 6" MAX (A) (B) ELEVATION PLAN FIGURE 306.2 \ If I TOE CLEARANCE `` Il i v I !11 II,; 1 c4 I A 1 III[ I I I - _ � BETWEEN 9"AND 27" X 11---1.1 • x I ABOVE THE FLOOR1+— =— + 1I THE KNEE CLEARANCE L J .E_ - ` - J. 8" MIN CAN BE REDUCED 1" IN / / DEPTH FOR EACH 6" IN /MAX/ z\ -T HEIGHT \ Z r� _z 36"MIN / / 60"MIN `1 %,. '' w CLR CLR N ,Tle•• o,\ ;Jo ... U \ \ \ (A) (B) FORWARD APPROACH PARALLEL APPROACH / / 11" MIN FIGURE 306.3LLJ KNEE CLEARANCE /. 8 MANEUVERING CLEARANCE IN AN ALCOVE 4_ \ TOE AND KNEE CLEARANCES FIGURE 305.7(ICC/ANSI A117.1) FIGURE 306.2&306.3(ICC/ANSI A117.1) [ J 60" MIN 60" MIN a_ / / / / 32" MIN 32" MIN \ \ CLR _ CLR / - / / z H z\ c,o co / 24"MAX ' 48"MIN / 24" / MAXLth_--- . C' (A) (B) HINGED DOOR SLIDING DOOR 36"MIN \ \ •--- - f / / / z z 1 - . L MIN ', MIN io v iN v 1 - LIJ MAX- CROSS SCO, a SLOPE 32" MIN 36" MIN I \ \ �� J z CLR CLR PERMITTED TO INCLUDE PERMITTED TO INCLUDE / / / I KNEE AND TOE CLEARANCES KNEE AND TOE CLEARANCES 20 1 PER SECTION 306 PER SECTION 306 ONLY AT \ /1 THE BASE OR ONE ARM. MAX. RUNNING SLOPE N w �/ w A p (A) (B) CIRCULAR T-SHAPED (C) (D) L LJ FOLDING DOOR DOORWAYS I WITHOUT DOORS w ® SIZE OF TURNING SPACE CLEAR WIDTH OF AN ACCESSIBLE ROUTE © CLEAR WIDTHS OF DOORWAYS FIGURE 304.3(ICC/ANSI A117.1) FIGURE 403-5(ICC/ANSI A117.1) lir FIGURE 404.2.2 (ICC/ANSI A117.1) Lj FN) \ • r-- 1 \ 0— Q Z 1 z 12" : z 1 II—S<> I iz MIN _,� I N O o X .b ` 36" MIN 42"MIN ¢ I co 18" ,t 1 I Co / / Lo . / _- / L 1 < „, 6 (A) FRONT APPROACH, PULL SIDE (B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE * IF BOTH CLOSER AND LATCH ARE PROVIDED D Z ;II 11'r \ I \ UCIOREE7 WHITE 1 III II — z ao U o \ L--'__ A z z . 11, I 48"MINg / 22" / . / 24" / t / 24" / 0--). 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ABANDONED OR UNUSED LOW VOLTAGE CABLING TO BE REMOVED BACK TO POINT OF fiuentdesign ---FORIGIN. VERIFY WITH TENANTS VENDOR PRIOR TO WORK. : ; 1931 SE Powell ITlvd Portland,Oregon 97202 D. ALL OPERABLE LOW-VOLTAGE FIRE LIFE SAFETY DEVICES SHALL BE LEFT IN PLACE (UNLESS P'503.4328617 E:info®fluentdesignpdxcom L. NT WAS TO RECTEWPROVIDE EE). RCTW:nuen,deslg^pd.com HOLDING A DEVICE IS REMOVED,PLAEWITHE NGC SHALL SUPPORTISOLATD THE FPRIC/ L /IFS A DEVICESTUTI NU A MANNERTENATHATNTDOES NOT IMPAIRH ITS FUN; CTIONVIIN ANYWAY. FLUENT DESIGN.INC I E. REMOVE OLD, ABANDONED, OR MALFUNCTIONING FIRE & LIFE SAFETY EQUIPMENT. THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN REPLACE AS NECESSARY WITH NEW. COORDINATE NEW LOCATIONS PER NEW LIGHTING AND WITH TTil PRIOR REPRODUCED APPROVAL of FLUENT LAYOUT AND FINISHES, VERIFY LOCATIONS WITH DESIGNER. DESIGN 1 F. REWORK SPRINKLERS AS REQUIRED FOR NEW DESIGN LAYOUT. G. WHERE CONSTRUCTION TO BE REMOVED INTERSECTS AND IS ADJACENT TO ' CONSTRUCTION TO REMAIN, WORK SHALL INCLUDE ALL ATTACHMENT DEVICES. BAMA 1 - O - I I H. COORDINATE ALL AREAS OF DEMOLITION WORK w/FLOOR PLANS. Architecture and Design j I. WHERE OCCURS, REMOVE ALL HVAC ELECTRICAL TIES BETWEEN AREA OF WORK AND 735OS1 M1lwaukieave ANY AREAS NOT IN CONSTRUCTION SCOPE. DO NOT CUT OR INTERRUPT ANY SYSTEMS Portland,Oregon 97202 OR SERVICES TO OTHER SUITES. INFORM BUILDING OWNER / PROPERTY MANAGER IF Ph:501380.2852 SUCH CONDITIONS EXIST. These drawings are the property of I J. REMOVE ALL LIGHT FIXTURES AND SALVAGE FOR REUSE OR LANDLORD USE. CONFIRM BAMA Architecture and Design,and are W/ BUILDING OWNER / PROPERTY MANAGER IF FIXTURES SHALL BE SALVAGED. Hotta be reproduced or disclosed in any I manner except with the prior written K. REMOVE ALL FLOOR COVERING THROUGHOUT TENANT SPACE, U.N.Q. SCRAPE ALL consent of BAMA Architecture FLOORS CLEAN OF ALL ADHESIVE, PAD, ETC.,TO SMOOTH FINISH AND BROOM CLEAN. and Design 1 L. REMOVE EXISTING APPLIED WALL FINISHES. SKIM COAT EXISTING TO REMAIN (TENANT AND CORE) WALLS AS REQUIRED TO PREPARE FOR APPROVED FINISH. M. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS IN SLAB, THE CONTRACTOR I \ [1 — - — SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FLOOR FINISHES. N. ELECTRICAL, MECHANICAL AND PLUMBING TO BE REMOVED TO THE FURTHEST TERMINATION POINT ON THE FLOOR REMOVE ALL UNUSED AND DISCONNECTED HVAC! ELECTRICAL, PLUMBING, AND PHONE/DATA CABLING ABOVE CEILING AND REMOVE TO :II THE FURTHEST TERMINATION POINT ON THE FLOOR. COORDINATE EXTENT OF REMOVAL WITH M/E/P DRAWINGS. O. UPON REMOVAL OF EXISTING CEILING, THE EXISTING MECHANICAL SYSTEM WILL BE 4 EVALUATED BY THE ENGINEER FOR POSSIBILITY FOR REUSE. IF THE EXISTING MECHANICAL I SYSTEMS ARE TO BE REUSED, EXISTING MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL • TUBING, ETC., SHALL REMAIN AND SHALL BE PROTECTED TO AVOID DAMAGE TO EXISTING HVAC EQUIPMENT DURING DEMOLITION. ------- Al I P. SEE REFLECTED CEILING PLAN FOR ANY NEW CEILING TILE PRODUCT. IF NEW CEILING I TILES OR CEILING GRID IS TO BE INSTALLED, REMOVE EXISTING AS REQUIRED TO PREPARE I FOR NEW. ---11 q_ R S REPLACEMENT WITH LEVERS AT ALL RS Q REMOVE EXISTING OFOR OWITHIN / ` ©I THE AREA OFWRK AND THOSE THAT OPEN ONTO OR FROM AREA OF WOR PREPFOR T I // \\ // \\ NEW. I I / \ I / \ I I / \ R. REPLACE ALL COVER PLATES AND ESCUTCHEONS, THROUGHOUT, AS NECESSARY TO I MATCH NEW. COORDINATE WITH TENANT IF G.C. IS TO REMOVE ABANDONED J-BOXES, O / \ — — - — / \ RECEPTACLES, AND WIRING CONCEALED BY PLATES AND ESCUTCHEONS, AND GYP BD I ILI 1 PATCHED/REPAIRED TO MATCH ADJACENT GYP BD FINISH. I I I '1 III \ / / \ R z / \ I I Imo _ _ _ \1 © 4. z DEMOLITION FLOOR PLAN LEGEND W I I NOT IN SCOPE I EXISTING CONSTRUCTION TO REMAIN. I EXISTING CONSTRUCTION TO BE REMOVED. Lil I i- I - I KEYNOTES C/) _z., . ti Li. „c-) I0_ \ w N L� � . -- -- � EXISTING DOUBLE DOOR TO BE RELOCATED. SEE ID3.10 FOR ADDITIONAL o rn INFORMATION. Q Z II (�� Nw I EXISTING LOCKERS TO BE RELOCATED. SEE ID3.10 FOR ADDITIONAL INFORMATION. U IO I REMOVE EXISTING OVERHEAD DOOR AND HARDWARE. CONFIRM WITH CLIENT TO6 I I OO SAVE FOR FUTURE REINSTALL OR RECYCLE/DISPOSE. I I I CO o I I O REMOVE EXISTING FLOORING AND BASE. PREP FOR NEW. I I ._ 5 > EXISTING DOOR TO BE RELOCATED. SEE ID3.10 FOR ADDITIONAL INFORMATION. I I )1R\Y. ' C I I c� I - - = _- - - -- - n 1 I MILDRED WHITE I 1 1 1 1 1 1 i t I \ l� rY ,---3 I © _ ,� PORTLAND, OREGON ,� II O F 0��' II � � I 0 H 4 II till II II I FxPIRES 12/31/2019 II © - II _ .. n I c.0 I n I L Q 0 • W N I X O OYy 4Y38 (h o w cel ID O 471 o 4Il UI m o z/ r N Z t} c° u..1 • \ 0 ' 0 — uw ZIZ c 0 1— L Lu J a 12 I _ - .1._-_______i_____=. ._______ — . —, -- - ID2 • 100 z DEMOLITION %, DEMOLITION PLAN - WEST _. --E11) PLAN ce n - - -- - -- GENERAL NOTES 0 0 0 0 A. DEMOLITION NOT DESCRIBED HERE BUT NECESSARY FOR THE COMPLETION OF THE 440 - PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE DEMOLITION DRAWINGS ARE ISSUED FOR INFORMATION ONLY AND SHOW THE GENERAL EXTENT OF THE DEMOLITION REQUIRED. THESE DRAWINGS DO NOT NECESSARILY SHOW EVERYTHING0000 TO BE REMOVED IN ORDER TO PREPARE THE EXISTING BUILDING ELEMENTS FOR REMODELING OR NEW CONSTRUCTION. B. CONTRACTOR TO SALVAGE AND REUSE MATERIALS WHEREVER POSSIBLE. ANY UNUSED SALVAGEABLE MATERIALS TO BE VERIFIED WITH BUILDING OWNER OR PROPERTY Lu • . — - MANAGER PRIOR TO REMOVAL FROM SITE. • `I'' � '"'0 fluentdesign Z �' wa ���.., �,�, �rA' �I / u C. ABANDONED OR UNUSED LOW-VOLTAGE CABLING TO BE REMOVED BACK TO POINT OF U ORIGIN. VERIFY WITH TENANTS VENDOR PRIOR TO WORK. F— Q 931 SE PvweU Blvd. Portland"Oregon 97202 Tr- D. ALL OPERABLE LOW-VOLTAGE FIRE LIFE SAFETY DEVICES SHALL BE LEFT IN PLACE (UNLESS E:info®Bu�fddesignp7dx.com TENANT WANTS TO REPLACE WITH NEW; PROVIDE ISOLATED PRICE). IF A STRUCTURE W:Sluenrdeslgr pdx con HOLDING A DEVICE IS REMOVED, THE GC SHALL SUPPORT THE F / L/S DEVICE IN A MANNER THAT DOES NOT IMPAIR ITS FUNCTION IN ANYWAY. FLUENT DESIGN,INC E. REMOVE OLD, ABANDONED, OR MALFUNCTIONING FIRE & LIFE SAFETY EQUIPMENT. THESE WIGS DRANARE THE PROPERTY OF FWENT DESIGN REPLACE AS NECESSARY WITH NEW. COORDINATE NEW LOCATIONS PER NEW LIGHTING IXCERT WITHTHE WRITTEN APPROVAL OF UENT • O f LAYOUT AND FINISHES, VERIFY LOCATIONS WITH DESIGNER. DESIGN I F. REWORK SPRINKLERS AS REQUIRED FOR NEW DESIGN LAYOUT. I _� G. WHERE CONSTRUCTION TO BE REMOVED INTERSECTS AND IS ADJACENT TO LH - ': . BAMA CONSTRUCTION TO REMAIN, WORK SHALL INCLUDE ALL ATTACHMENT DEVICES. H. COORDINATE ALL AREAS OF DEMOLITION WORK w/FLOOR PLANS, Architecture and Design — \ UR I. WHERE OCCURS,C S, REM VE O ALL HVAC ELECTRICAL TIES BETWEEN AREA OF WORK AND 73505EMilwaukieAve ANY AREAS NOT IN CONSTRUCTION SCOPE. DO NOT CUT OR INTERRUPT ANY SYSTEMS Portland,Oregon 97202 OR SERVICES TO OTHER SUITES. INFORM BUILDING OWNER / PROPERTY MANAGER IF Ph:503.380.2852 I SUCH CONDITIONS EXIST. These drawings are the property of J. REMOVE ALL LIGHT FIXTURES AND SALVAGE FOR REUSE OR LANDLORD USE. CONFIRM BAMA Architecture and Design,and are W/ BUILDING OWNER / PROPERTY MANAGER IF FIXTURES SHALL BE SALVAGED. not to be reproduced or disclosed in any manner except with the prior written K. REMOVE ALL FLOOR COVERING THROUGHOUT TENANT SPACE, U.N,O. SCRAPE ALL consent of BAMA Architecture FLOORS CLEAN OF ALL ADHESIVE, PAD, ETC.,TO SMOOTH FINISH AND BROOM CLEAN, and Design I ;j L. REMOVE EXISTING APPLIED WALL FINISHES. SKIM COAT EXISTING TO REMAIN (TENANT — ii — ---- mI - —_. l .,.,.•,,: ,w AND CORE) WALLS AS REQUIRED TO PREPARE FOR APPROVED FINISH. O I 1 M. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FLOOR FINISHES- I � N. ELECTRICAL, MECHANICAL AND PLUMBING TO BE REMOVED TO THE FURTHEST TERMINATION POINT ON THE FLOOR. REMOVE ALL UNUSED AND DISCONNECTED HVAC, ELECTRICAL, PLUMBING, AND PHONE/DATA CABLING ABOVE CEILING AND REMOVE TO • II J _ — — ± THE FURTHEST TERMINATION POINT ON THE FLOOR. COORDINATE EXTENT OF REMOVAL WITH M/E/P DRAWINGS. II II O. UPON REMOVAL OF EXISTING CEILING, THE EXISTING MECHANICAL SYSTEM WILL BE II II I II EVALUATED BY THE ENGINEER FOR POSSIBILITY FOR REUSE, IF THE EXISTING MECHANICAL I II I I I� \ SYSTEMS ARE TO BE REUSED, EXISTING MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL I 1 TUBING, ETC., SHALL REMAIN AND SHALL BE PROTECTED TO AVOID DAMAGE TO I ( J —_ •:'. EXISTING HVAC EQUIPMENT DURING DEMOLITION- - - �I -j I I II P. SEE REFLECTED CEILING PLAN FOR ANY NEW CEILING TILE PRODUCT. IF NEW CEILING TILES OR CEILING GRID IS TO BE INSTALLED, REMOVE EXISTING AS REQUIRED TO PREPARE FOR NEW. I II Q. REMOVE EXISTING DOOR KNOBS FOR REPLACEMENT WITH LEVERS AT ALL DOORS WITHIN w I THE AREA OF WORK AND THOSE THAT OPEN ONTO OR FROM AREA OF WORK. PREP FOR II NEW. I I R. REPLACE ALL COVER PLATES AND ESCUTCHEONS, THROUGHOUT, AS NECESSARY TO I I MATCH NEW. COORDINATE WITH TENANT IF G.C. IS TO REMOVE ABANDONED J-BOXES, O I RECEPTACLES, AND WIRING CONCEALED BY PLATES AND ESCUTCHEONS, AND GYP BD I I I PATCHED/REPAIRED TO MATCH ADJACENT GYP BD FINISH. Ce I II 0— I I t _Er . I1 I II I ' -1 _ _ -.- - - - - / 0 ° To LL t, k_ — ±1 =14_ , ,..isE„ , Z I DEMOLITION FLOOR PLAN LEGEND W I— v . 1111.11 NOT IN SCOPE i L, U L7 v J -----.. EXISTING CONSTRUCTION TO REMAIN. I ,. EXISTING CONSTRUCTION TO BE REMOVED- 1 . . % hv I - 1 I KEYNOTES I 1 REMOVE CMU INFILL AND PREP PREVIOUS OPENING FOR NEW OVERHEAD DOOR a OR RELOCATE !F SIZE WORKS. CONTACT DESIGNER IF THERE RE CONCERNS ABOUT fl z I EXISTING CONDITION AFTER REMOVAL. 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UPON REMOVAL OF EXISTING CEILING, THE EXISTING MECHANICAL SYSTEM WILL BE 0 0 0 I EVALUATED BY THE ENGINEER FOR POSSIBILITY FOR REUSE. IF THE EXISTING MECHANICAL SYSTEMS ARE TO BE REUSED, EXISTING MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL TUBING, ETC., SHALL REMAIN AND SHALL BE PROTECTED TO AVOID DAMAGE TO EXISTING HVAC EQUIPMENT DURING DEMOLITION. 0 fluentdesign hi I 1931 SE Powell Blvd, l.fPortland.Oregon 97202 P 503.432.5617 P.Inro®tluentdes ignpdx.com . W fluentdeslgnpdx-corn /1FLUENT DEShGN.INC I I THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN I // I I AND ARE NOT TO BE REPRODUCED IN ANY MANNER, \ EXCEPT WITH THE PRIOR WRf1TEN APPROVAL OF FLUENT • DESIGN ,. — 11_. BAMA F ` Architecture and Design I 7350 SE Milwoukie Ave 1 Portland.Oregon 97202 Ph:503.380.2852 Ii I I j These drawings are the property of I I BAMA Architecture and Design,and are �, 411 not to be reproduced or disclosed in any manner except with the prior written } 1 consent of BAMA Architecture I and Design 1 I :- 111W — I 1 I I Z I LL1 I I u I DEMOLITION REFLECTED CEILING PLAN LEGEND 'III 11 I � ; W 11 _ NOT IN SCOPE I 1 / 1 i 0 © I PROJECTOR-COORDINATE POWER LOW VOLTAGE 8, MOUNTING I n POWER/ LOW REQUIREMENTS WITH TENANT 1Z I � _ ^ II H 1.._ I I EXISTING SKYLIGHT TO REMAIN I� - - - - - � _ � � __. _ _ _ _ - - -� I Nt N / I / X \ / X \ Z LJJ _ v) I . I III I �. v) I I LL II > N Cil II < 0 z QO B B I OIII;• < 0 c. fn ce B I o CCI .— I- © • I - - - - _-:- - -__ t -7 B B f� B T T -- — — _ —— T I J MILDRED WHITE 1 KEYNOTES i-3 4 1 I I 4 1 cp PORTLAND, OREGON SII 1r 7r I � Ii REMOVE EXISTING CEILING AND LIGHTING. O O 0 Ilf II I II II ��� -� mpepoim. '17 O REMOVE EXISTING LIGHTING. 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II /n� fKeittio DEMOLITION REFLECTED CEILING PLAN LEGEND Il I �� ` 1 Ii I NOT IN SCOPE II ,/ I Ii / \ 1 EXISTING SKYLIGHT TO REMAIN • II I _ _ I • imot., IH1I II I I IIIII II 1 I • 1 .- - JJ----- - -_ - - ---- --- ,: • I 3 1I— r I I 0 1 Cie Io 0 0 ., . .....,.. . .. ... ri,-. - _-__. ___. - --,i-- - T, \ / \. / ! Tr !Ai I1 II I X X 1I 11111111 II 1111 / \ / \I —LLZ II a o - - - - - - — - -- sl I — •I = I . — — I = Is 41‹. ..-, .._.: ' ' Z I W I— I I 0 o o ' I _. I— I v) % CI.. N L.i Q w • < o w I< U tY O c ) 6 COI-0 ': N.. <1-0 MO Ur — 1= ♦♦♦� +♦♦♦♦�40 11 - 'r +�♦�♦�♦♦♦. ♦♦♦♦♦♦♦♦♦♦�+♦♦�♦� ! I 1 1111- 77 —1 III I iii I -- -.x._ MILDRED WHITE � ���_���♦♦•=±=�71 I I I I III I III I I IIII I I rY I • I -1111"1111r NI � 1- rt � !fi — I I �� tI 111 ���♦`V♦ +7 I I I I I 1 1 I } I I I I I �, PORTLAND, (}RECON S' T 117 - ♦�♦ ♦♦♦ _ 1-1-1--I I I II 0 ♦♦♦♦♦♦�♦ ♦♦♦♦♦�' IlI I I II 11 ter•, . -. ._. ►♦�1+��♦•�♦♦♦♦♦♦♦♦♦♦♦1♦�♦♦�♦♦♦ I I JI 1 I 1 —1— 1 1 I FxPIREs 12/31�7D10 ♦`♦ ♦�♦♦`♦ ♦�♦ ! 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I I I I I I I I I I I I I 1 1LU I LU • II I L — IHJHJHt/ teI1I 1 II , X • 111111111 I f i JI d I d I I II >- z L • II rt � 1— T -1 --- 1- 1- --1 II0 Z G A, O ' ; U N im ' U ' \ o L11 LIJ Li I Z Z < Q Q 1- I- I 0 CL ❑ w J L;.1 Q Z U J cn = O U � Q 1 D2 • 1 3 O z N DEMOLITION z I REFLECTED CEILING DEMOLITION PLAN - EAST REFLECTED ---( 3 �_� CEILING PLAN I w GENERAL NOTES 0000 A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N. 0 B. WALL ASSEMBLIES: PROVIDE TYPE"X"GYPSUM BOARD THROUGHOUT, UNLESS NOTED I I 1":JZ OTHERWISE. PROVIDE WATER RESISTANT GYPSUM BOARD TYPE"X"AT ALL ROOMS0 0 0 WHERE PLUMBING FIXTURES OCCUR. PROVIDE GLASS-MAT WATER-RESISTANT GYPSUM BOARD TYPE"X'AT ALL HIGH HUMIDITY AREAS. • C. APPLY SMART VAPOR RETARDER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH 0 FINISH MATERIAL WHERE ALTERATIONS OR NEW CONSTRUCTION OCCURS,TYPICAL. MIN. ,,, .-.' D. IF REPRESENTED, FURNITURE LOCATIONS SHOWN FOR REFERENCE, ONLY. COORDINATE f p n n : POWER/SIGNAL REQUIREMENTS W/TENANT AND TENANT'S FURNITURE VENDOR. I I U e 1 I td esJ i I I E. COORDINATE POWER / LOW VOLTAGE REQUIREMENTS THROUGHOUT W/TENANT, 1931 SE Powell Blvd. Portland,Oregon 9 7202 P:503.432.8617 E:info®flventdesignpdx.com • F. SEE ID7,10 FOR ADDITIONAL DOOR AND INTERIOR GLAZING INFORMATION, W:1luentdesignpdx.cam T COMPRESSORS . G. GYP. BD.TO BE LEVEL-4 FINISH, UNO. FLUENT DESIGN•INC H. VERIFY RELOCATED RELITE GLAZING, DOORS, AND FRAMES PRIOR TO STUD FRAMING, THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN NOTIFY TENANT AND FLUENT DESIGN OF ANY DISCREPANCIES. REPLACE GLASS AS EXCEPTRWITHTTVTEoPRIOR WRIITDENCAPPIROVAL OF FLUENT DESIGN NECESSARY TO COMPLY WITH OSSC 2406.4, I. NEW HARDWARE TO MATCH BUILDING STANDARD. REPLACE EXISTING KNOBS WITH LEVER HARDWARE. I- J. TEMPERED GLAZING TO BE USED IN ALL LOCATIONS AS DESIGNATED BY OSSC 2406.4. BAMA I K. PATCH AND REPAINT WALLS AS REQUIRED IN AREAS OF WORK. Architecture and Design J 7350 SE Milwaukie Ave Portland,Oregon 97202 Ph:503.380.2852 These drawings are the property of I BAMA Architecture and Design,and are not to be reproduced or disclosed in any SHOP manner except with the prior written consent of BAMA Architecture and Design I s . I I 1 11 r- .. I MAN I FLOOR PLAN LEGEND I . 1 MI 7 7 NOT IN SCOPE _ ID6.1 ID6.1 .. SERV R I EXISTING CONSTRUCTION TO REMAIN ��I I I I r/ II `� ' NEW NON-STRUCTURAL INTERIOR PARTITION PER WALL TYPE, ~ i , ' ALIGN• ` I` I ALIGN . i ILll FULL HEIGHT GLAZING, SEE DETAILS SHEET ID7.10 i RECEIVING ELEC. CLOSET I PARTITION TYPE TAG. SEE DETAILS, SHEET ID6.10 FOR MORE INFORMATION. I o (E)tIVCT • n A — A. FULL HEIGHT PARTITION, TO UNDERSIDE OF STRUCTURE. SEE DETAIL 2/ID6.10 • B. FULL HEIGHT PARTITION, TO BE 6"ABOVE GRID-SEE DETAIL 3/ID6.10 I • BOLLARD, DIMENSION IS TO CENTERLINE I fl n I Z I z I FACTORY FLOOR ILLI jI imoisH 1 i . , >-- R _ ' I I , . KEYNOTES .. Q ._ RELOCATED EXISTING LOCKERS. o a O 2 NEW BENCHES. N 0 QIn U � O3 NEW BOLLARDS. O ■ 1 ■ I � � I • O RELOCATED DOUBLE DOOR. ,Q^ © 5 EXISTING FLOORING TO REMAIN. o NEW CARPET AND BASE: ■ ■ i WOMEN WOMEN COLOR FIELD 4 J�r ■ ■ - JOHNSONITE 4' ROLL D GOOODS) 63 BURNT UMBER '%VN ��L A . ■ . i . , 1 NEW VCT. COLOR TBD. : i l t I MILDRED WHITE 7 LOCKERS ■ ■ 7 O NEW DOOR, MATCH EXISTING. FITNESS HALL Lij II ■ ■ , JANITOR ■ ■ ' NEW DOOR AND RELITE, MATCH EXISTING, PORTLAND, OREGON FACTORY © O O 1p RELOCATED DOOR/RELITE. 17 FURNITURE O D a l l I { OF 0� ROOM S CLOSET 1 �i I I 1 POWER AND DATA FOR FIVE NEW WORKSTATIONS. COORDINATE WITH TENANT, !�12H----„.„. / / MEN EXPIRES 12/31/2019 l - 1 PATCH FLOORING AS NEEDED AT NEW DOOR LOCATION. , , : - • LL] 1 ALIGN HALL •1 4 f 0 I L � ow. INTERNET � ! ,, n b i OFFICE OFFICE � Z O LOUNGE U — { Ifs, U11 , 41101),,, . . IN." ,, , . .„ , ._ WOMEN - MEN O - 9'-0. 9-0 B t.• o TRAINING 1 .;u LOBBY TRAINING �v� � B I OFFICE OFFICE OFFICE OFFICE OFFICE Q °1 B 25' 10" • x. . v , em CV ...el . I cz 4 xBREAK I a ROOM ,,. _ ~ LWOM - MEN zQ SHOW SHOWER t 0 D = O Q ■ �, \ N 0 Z O ' ‘ - ,- . - - • - maw TRAINING U m O z / TRAINING 2 N Z �) c0 w .... • .. _ . ..,.. . 0o . . .................................................................................... . . . .z - . .. - z Q O 1- , 0 a- D LL _ a Q • / 1ST .1 CPT. • U ig . . , .., . . . . . . .. ,, I D 3 . 1 0 O Z Z 1 FLOOR PLAN - WEST ,_1� FLOOR PLAN a GENERAL NOTES 0000 :t, f t1 L. s.- A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N. T ` ''.:-'47, ,° x� :; B. WALL ASSEMBLIES: PROVIDE TYPE"X"GYPSUM BOARD THROUGHOUT, UNLESS NOTED 411 40 40 ...„ ., OTHERWISE. PROVIDE WATER RESISTANT GYPSUM BOARD TYPE"X"AT ALL ROOMS WHERE PLUMBING FIXTURES OCCUR. PROVIDE GLASS-MAT WATER-RESISTANT GYPSUM BOARD TYPE"X"AT ALL HIGH HUMIDITY AREAS. C. APPLY SMART VAPOR RETARDER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH ill FINISH MATERIAL WHERE ALTERATIONS OR NEW CONSTRUCTION OCCURS, TYPICAL. _ _._ D. IF REPRESENTED, FURNITURE LOCATIONS SHOWN FOR REFERENCE, ONLY. ICOORDINATE _._ _ ._._... POWER/SIGNAL REQUIREMENTS W/TENANT AND TENANT'S FURNITURE VENDOR. u e nt es i g n U iJ E. COORDINATE POWER / LOW VOLTAGE REQUIREMENTS THROUGHOUT W/TENANT. 192I SE Paven Btvd.97202 Portland.Oregon P:503.632.8.617 E info@fluentdesignpdb.com F. SEE 107.10 FOR ADDITIONAL DOOR AND INTERIOR GLAZING INFORMATION. W:Fluentdeslgnpdx.com I I G. GYP. BD. TO BE LEVEL-4 FINISH, UNO. FLUENT DESIGN.INC H. VERIFY RELOCATED RELITE GLAZING, DOORS, AND FRAMES PRIOR TO STUD FRAMING. THESE DRAWINGS ARE THE PROPERV of FLUENT DESIGN NOTIFY TENANT AND FLUENT DESIGN OF ANY DISCREPANCIES. REPLACE GLASS AS ocEPRivrl"�°THE�eORw°n°ENCAP°Rove MANNER,r; [ NECESSARY TO COMPLY WITH OSSC 2406.4. DESIGN ES N SHEET I METAL I. NEW HARDWARE TO MATCH BUILDING STANDARD. REPLACE EXISTING KNOBS WITH LEVER HARDWARE. I 1 - J. TEMPERED GLAZING TO BE USED IN ALL LOCATIONS AS DESIGNATED BY OSSC 2406.4. -.1 J. K. PATCH AND REPAINT WALLS AS REQUIRED IN AREAS OF WORK. Architecture and Design m 7350 SE Milwaukee Ave I Poriland, d,5Oregon 52202 PhThese drawings are the property of BAMA Architecture and Design,and are not to be reproduced or disclosed in any manner except with the prior written consent of BAMA Architecture and Design i- 0. . o —) . f --------1 _ . _, _ . ,... . ,., . . . . . . r . g ,1 /1 g 1 � / \ \ \ I / \ I ` / \ PRINT 1 / \ MATERIALS — — - — [j1 • • k- ,,._ _J E © - FLOOR PLAN LEGEND RECEIVING 1M NOT IN SCOPE Z - U I I l MATERIALS EXISTING CONSTRUCTION TO REMAIN. W NEW NON-STRUCTURAL INTERIOR PARTITION PER WALL TYPE. I •I •, • REPAIR SHIPPING _ - FULL HEIGHT GLAZING, SEE DETAILS SHEET 107.10 --�--+ I • PARTITION TYPE TAG. SEE DETAILS, SHEET ID6.10 FOR MORE INFORMATION. (E)11CONCi A -- A. FULL HEIGHT PARTITION, TO UNDERSIDE OF STRUCTURE. SEE DETAIL 0 2/106.10 Ce I B. FULL HEIGHT PARTITION, TO BE 6"ABOVE GRID. SEE DETAIL 3/106.10 ^ I i 1 Z 1 <Z I W I 1 0 El . - W 411, I FIRE v) SUPPR, I KEYNOTES FACTORY RELOCATED DOUBLE DOOR. FLOOR ,. _ .._ . � .,. k�., O I ' z --: r O2 NEW DOUBLE DOOR TO MATCH EXISTING. U � c� 1111F < U O O NEW OVERHEAD DOOR. 4 O GRIND AND SEAL EXISTING CONCRETE, INSTALL RUBBER BASE JOHNSONITE 4" ^ Q (ROLLED GOODS) 63 BURNT UMBER. CC)W o 2 NEW DOOR AND RELITE. MATCH EXISTING. '•"' o D O NEW INFORMATION.TO BE CENTERED ON MULLION. SEE DETAIL 5/106.10 FOR MORE <k>'' ' j�`D n� IDF 1� 1j" O7 POWER AND DATA FOR TEN NEW WORKSTATIONS. COORDINATE WITH TENANT. f� 1 O MIL�RE] WHITE g OPAQUE FILM AT ALL GLAZING. --2 I STORAGE • PORTLAND, OREGON ,� . r . ii, e OF 0 l . _ _ EXPIRES 72/31/2019 MEN I I WOMEN A I Q , I z I • 'd B O SHOWER =SHOWER O• E I U OPEN - STORAGE w OFFICE \ SUPPLY ELEC. , - o CLOSET �0 4 I $ s A,CONC•'O r Q I __ = `� a Z4 w X LOBBY ¢ o OFFICE OFFICE OFFICE OFFICE OFFIC OFFICE coO O I O fV ¢ -_ I , . oma. - 2 WAITING \ - r O U r 4.N SM. • m f— O• OFFICE CONF. N Z o 08 D w -- i 7 , _ _Z Z , � O Q Inw Q z U I I- O U D3 •I� r- ¢ O ZJ FLOOR z 1 FLOOR PLAN - EAST PLAN Q 1/8"-=1 0" Ly 0 . GENERAL NOTES 0000 z_ J U e'n . <:``-eF M t ( A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N. ' 44 • . _ I ii) ill 4. , ., B. REFER TO ID6.10 FOR SUSPENDED CEILING DETAILS. I C. PROVIDE 4' BATT INSULATION ON TOP OF ACT EITHER SIDE OF STANDARD PARTITION AT " f OFFICES & CONFERENCE ROOMS. D. REFER TO M.E.P. DRAWINGS FOR ALL ELECTRICAL & HVAC LOCATIONS. LIGHTING IS0 '-,,,to:,:, .e4t t ___- :.-- —_--- — SHOWN FOR REFERENCE ONLY. 11 i E. ALL FIXTURES IC-RATED, WHERE INSULATION REQUIRES. UNLESS REQUIRED BY PREVAILING I CODE TO MAINTAIN ONE HOUR RATINGOR NOTED W f l u e n td es i n OTHERWISE. ['''� -1 I I Powell BNd. I 193 SE owa F. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE. Portland.Crown 97202 P'503-432.8617 E:info@fluentdesgoody.com G. PRIOR TO ORDERING OR INSTALLING, ALL EXITING SIGNAGE LOCATIONS AND W.flue^tdes1gnPax.=«^ QUANTITIES APPROVED BY LOCAL FIRE MARSHALL, VERIFY WITH FLUENT DESIGN. • 1 H. CENTER RECESSED CANS IN SPACE OR IN CEILING TILE, U.N.O. FLUENT DESIGN.INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN I. PROVIDE MINIMUM EGRESS LIGHTING & SIGNS AS REQUIRED BY CODE. SEE LIFE SAFETY AND ARE NOT TO BE REPRODUCED IN ANY MANNER. EXCEPT WRH THE PRIOR WRITTEN APPROVAL OF FLUENT I; • PLAN. DESIGN I Ii J. DESIGN BUILD MECHANICAL ENGINEER TO COORDINATE WITH G.C. LOCATION OF SUPPLY DIFFUSERS AND CABLE-MOUNTED LIGHT FIXTURES TO PREVENT LIGHT FIXTURE SWAY. } K. CONTRACTOR TO PROVIDE ALL POWER FEEDS, END CAPS, END HARDWARE AND ALL BAMA 1 OTHER COMPONENTS TO MAKE A FULLY FUNCTIONING LIGHTING SYSTEM. i Architecture and Design • L. ALL SPRINKLER HEADS IN GYP. BOARD CEILINGS, ACOUSTICAL CEILINGS, OR 7350sEMilwaukieAve DECORATIVE CEILING CLOUDS SHOULD BE CONCEALED. CONCEALED SPRINKLER HEAD Portland,Oregon 97202 E ESCUTCHEON FINISH SHOULD MATCH THE FINISH OF THE SURI ACE IN WHICH IT IS Ph:503.380.2852 CONCEALED- COORDINATE ANY CUSTOM ESCUTCHEONS COLORS WITH DESIGNER. i These drawings are the property of M. REMOVE ALL STICKERS AND LABELS LIGHT FIXTURE SHADES, GLOBES, AND HOUSINGS. BAMA Architecture and Design,and are I I not to be reproduced or disclosed in any manner except with the prior written 1 ; `, consent of BAMA Architecture I and Design it III I 11 REFLECTED CEILING PLAN LEGEND 1 I • INN NOT IN SCOPE OPEN TO STRUCTURE REPAIR EXISTING WHITE VINYL SHEETING WHERE DAMAGED -PROVIDE WHITE VINYL SHEETING WHERE NOT EXISTING I I • EXISTING SKYLIGHT U.N.O. :z: _ 1 � I L . F I [ �\ j '. � NEW 2X4 RECESSED FIXTURE TO / : MATCH EXISTING. N O . - - L.L. Cl - I I : • I \ / \ / . X X Z I \ / \ ! 44(C Z LLJ I I II N : --,-,,, K I I _ •.r _ a. I LL O` Q to 2 B B _ ..� 1 < 0 v) 6 B I COW f` Q o2 B B o B , (? fC� I 1 O . Mi cREa WHITE -E r PORTLAND, OREGON , O � B B `i'B ', Ili 0 : 8 OF 0R\% f 4EXPIPCS 12/31/2019 • 1 (�11 _ . ,_ �.. ... ; . 1 II I Iill \K/ I .. .; " :. .:,.., . , . ,'7* '' '' ' : illt I E-• +- 4- 0 • 4D. A KEYNOTES Lli -T— / \ N N - 1 NEW LIGHTING TO MATCH EXISTING MANUFACTURING LIGHTING. 1ua 0 0 0 . . . . . . .• , • • •• - - • • -. - • • • .. .• . .. •• .. • • : ,• 1111V .1 : . 1 : .. 1 . . , ... . , , -,, 114: 1 , a . • N I o N N I,5- z = o cul # + * 0 A A A z . . r; O N N U m o Li; — N Z U o w + + 0 C) 1 T 1 ,...--, cz ,...-,‹ Lu LI A A A A L-N J Q ig I D4 . 1 2 O z I REFLECTED CEILING PLAN - WEST REFLECTED CEILING Q 118"=1'-0" - - -- c. • PLAN GENERAL NOTES 0000 i A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N. 111 B. REFER TO ID6.10 FOR SUSPENDED CEILING DETAILS. C. PROVIDE 4' BATT INSULATION ON TOP OF ACT EITHER SIDE OF STANDARD PARTITION AT 0 0 0 i OFFICES & CONFERENCE ROOMS. D. REFER TO M.E.P. DRAWINGS FOR ALL ELECTRICAL & HVAC LOCATIONS. LIGHTING IS III SHOWN FOR REFERENCE ONLY. z E. ALL FIXTURES IC-RATED, WHERE INSULATION REQUIRES. UNLESS REQUIRED BY PREVAILING fl u e n td es i g n J CODE TO MAINTAIN ONE HOUR RATING OR NOTED OTHERWISE. U I 1931 SE Powell Blvd. F. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE. Portland.S Oregon Blvd. P.503.432 8617 E:in fo4Nuentdesgnpdx.com G. PRIOR TO ORDERING OR INSTALLING, ALL EXITING SIGNAGE LOCATIONS AND W:fIuentdesignpckcom QUANTITIES APPROVED BY LOCAL FIRE MARSHALL, VERIFY WITH FLUENT DESIGN. • H. CENTER RECESSED CANS IN SPACE OR IN CEILING TILE, U.N.O. FLUENT DESIGN,INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN I. PROVIDE MINIMUM EGRESS LIGHTING &SIGNS AS REQUIRED BY CODE. SEE LIFE SAFETY AND AW NOT TOH THEPRBE IOREPRORTDENCEDINANY ALOFF ENT • MANNER, PLAN. DESGN J. DESIGN-BUILD MECHANICAL ENGINEER TO COORDINATE WITH G.C. LOCATION OF I S• UPPLY DIFFUSERS AND CABLE-MOUNTED LIGHT FIXTURES TO PREVENT LIGHT FIXTURE ll SWAY. K. TWE , P , WB} A M A OTHERCONTRACCOMPONENTSORTOPROVIDE TO MAKE A POFULLRY FUNCTIONING PL ISG, As YR AND ALL Arch ilecture and Design L. ALL SPRINKLER HEADS IN GYP. BOARD CEILINGS, ACOUSTICAL CEILINGS, OR 7359 SE Milwoukie Ave DECORATIVE CEILING CLOUDS SHOULD BE CONCEALED. CONCEALED SPRINKLER HEAD Portland,Oregon 97292 ESCUTCHEON FINISH SHOULD MATCH THE FINISH OF THE SURFACE IN WHICH IT IS Ph:503.389.2852 CONCEALED. COORDINATE ANY CUSTOM ESCUTCHEON COLORS WITH DESIGNER. . These drawings are the property of M. REMOVE ALL STICKERS AND LABELS LIGHT FIXTURE SHADES, GLOBES, AND HOUSINGS. BAMA Architecture and Design,and are not to be reproduced or disclosed in any manner except with the prior written l consent of BAMA Architecture and Design I I r . I I , al / 1_I I , I I / Y\ i /\ REFLECTED CEILING PLAN LEGEND �/ \� / \ - / i \ I/ �, NOT IN SCOPE / L _. ._ _._._ _. J I , \ v I ; OPEN TO STRUCTURE - REPAIR EXISTING WHITE VINYL SHEETING WHERE DAMAGED -PROVIDE WHITE VINYL SHEETING WHERE NOT EXISTING • I EXISTING SKYLIGHT U.N.O. Z , 40 -\ / \ iW 1 . > NEW 2X4 RECESSED FIXTURE TO MATCH EXISTING. ON 0 , , _. . ...._,,_ • \ /, \ /IfI • • • ; x x - ✓ \ F Z Q z w V) • LLJ 4110 I r 17,-- • r n '1411111111111101M* T. .41tialmji.. . Li] co II 1 1 n Q n • _ . w. ' a�,. . . . �.�n .. _�, _.. T aO UO I 1 < J ID 00 Lo ix 1 N' I %- il Ake 160 ., .., _ ,40041.00.„._ __ ._. .. ,. _ i n o 9 / � ,...____,...., _ . ... , .. • MILORE0 WHITE O cp PORTLAND, OREGON 17 �0 _.. �,: 1 EXPIRES 12/31/2079 --. : - 2 31 2 II I I i i u uad� c zss .,. •. - 's::� hz. s ego., > trr a�c�. p. 11 Ili I : i ! :! i i I X ••' : I. —_r 1 / \ o_ it _�: KEYNOTES MAW U L I 1 NEW LIGHTING TO MATCH EXISTING MANUFACTURING LIGHTING. - ,.- Bili ... •. - -. _-_ :.-<. .. v. �- i it.' - .. U.1 : II I , ( / 0 : : `. , -. : l_. 'R.. .!!t'. :�_. IMINOM .0 f ! _ I O I Z r -- M i \` l:/// W O • Z l - G i � Q 0., 0 m 0 z .. 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PARTITION TYPE,TYP. 903.432.8617 E infoF3fluenfdeignpdxcom I I W:ihier idesignpdx com V NEOPRENE GASKET,TYP. i = FLUENT DESIGN.INC THESE DRAWINGS ARE THE PROPERTY Of FLUENT DESIGN ' 'If— = AND ARE NOT TO BE REPRODUCED IN ANY MANNER. !EXCEPT WffH THE PRIOR WRITTEN APPROVAL OF FLUENT _ _ DESIGN EXISTING GLAZING SYSTEM, I BAMA • TYP. = Architecture and Design WALL TO MULLION CONNECTIONS 7350 SEMilwaukieAve p = Portland,Oregon 97202 ��/J 1-1/2"=V-0" 5 Ph:503.380.2852 -I These drawings are the property of USE PIN TO ATTACH 1 = BAMA Architecture and Design,and are COMPRESSION STRUT TO , _ Hotta be reproduced or disclosed in any UNDERSIDE OF STRUCTURE _ manner except with the prior written (COMPRESSION STRUT WITH 1 = consent of BAMA Architecture SPRING CLIP &#8 VERTICAL ' - and Design WIRE MAY BE USED) 3/4"HEAVY TUBE COMPRESSION STRUT @ 12'-0" 45° O.C.MAX. EACH WAY (4'-0" 45° MAX. FROM WALLS) AS PER C.B.C. (1998) • CEILING STRUTS 4ELECTRICAL METALLIC TUBING .: is, A Ilk 1/2" TO 2'-8" AN4 3/4" TO 4'-4" 45` 1" TO 6'-7" 1 ° 1 1/4" TO 10'-5" , 45 \ ► 1 1/2" TO 12'-11" a '� #8 GA.SPLAY WIRES, IN PLANE i 2" TO 18.-4" • I . WITH WITH EACH RUNNER,TO UNDERSIDE OF STRUCTURE (OCCURS @ EACH z COMPRESSION STRUT, 12'-0" NOT SHOWN ARE#8 VERTICAL O.C.MAX. EACH DIRECTION, LLJ WIRES @ 4'-0"O.C.MAX. EACH 4'-0"MAX. FROM WALLS) WAY(8"MAX.FROM WALLS). W.R. 5/8"GYP.BD. 11 ALSO NOT SHOWN ARE#8 WIRES @ EACH CORNER OF LIGHT MAIN RUNNER FIXTURES CROSS RUNNER 4 GYP BD SUSPENDED CEILING BRACING N.T.S 1 • - 0 NOTE:VERIFY NO IN-SLAB HEATING OR • REINFORCEMENT BOTTOM OF STRUCTURE CONFLICT AT 25 GAUGE METAL STUD CONCRETE STRUCTURES BRACE AT 6'-O"O.C. i5TRUifCTTIJREa ATTACH TO TOP TRACK _ 1 WITH {2) #8 SMS. ALTERNATE: . - HORIZONTAL BRACE TO CONTINUOUS SLOTTED ADJACENT WALL LONG LEG TRACK 'li SYSTEM SECURED TO , < --- METAL BRACE INSU REQ'D ,N",, VERIFY INSULATION LOCATIONS CEILING WHERE EXISTS, n TYP. ? METAL STUDS PER WALL } ASSEMBLY TYPE GYP BD PER WALL } , ASSEMBLY TYPE i. • SECURE BOTTOM TRACK i V) • TO FLOOR W/ANCHORS • AT 2'-0"O.C., MIN.,AND , EXISTING SUB-FLOOR AT CORNERS AND ENDS ' - �- A - W • 'B' - FLOOR TO ABOVE CEILING PARTITION ' >-- 1 EXISTING CONCRETE WALL / 1"=1'-0" - — `��!-Th REGLET WITH FLASHING AND = SEALANT.FLASHING TO LAP HARDI LL M :` BY 4"MIN WITH DROP EDGE n , a : � CONTINUOUS PRESSURE TREATED; --c''.1. z r 7 BOTTOM PLATE.ATTACH WITH 5/8" BOTTOM OF STRUCTURE '��'�' 1 1 0 O fDIA EXPANSION ANCHORS @ 2'-0" - < In ` OC.AND EACH END (1.75"EMBED) 1 = < 3 0 f. Q • 1 CONTINUOUS SLOTTED ' _ o � , • LONG LEG TRACK _= r-N..J �` SYSTEM SECURED TO 5/8"GYPSUM BOARD r' -� 2 X 6 AT 16"O.C.WOOD STUD STRUCTURE j�1 i/ WALL. INSULATION AS REQ'D ��tD H E MILDRED WHITE HARDI FLAT PANEL PER OWNER. CEILING WHERE EXISTS, W c �' TYP. 3-5/8"20 GAUGE METAL ? WALL STUDS @ 12"O.C. tfi. PORTLAND, OREGON �� GYP BD PER WALL TYP. j��' ASSEMBLY TYPE CONTINUOUS PRESSURE TREATED , 4:7›-e) 1* SECURE BOTTOM TRACK • 1 TO FLOOR W/ANCHORS = EXPIRES 12/.31/2019 BOTTOM PLATE. ATTACH WITH 5/8" AT 2'-0"O.C., MW.,AND EXISTING SUB-FLOOR DIA EXPANSION ANCHORS @ 2'-0" AT CORNERS AND ENDS 1 `�' OC.AND EACH END (1.75"EMBED) ,; FULL HEIGHT WALL 2 'A' - FLOOR TO DECK PARTITION O E2 INSTALL PER NORTHWEST WALL AND 1 = U 1 CEILING BUREAU TECH BULLETIN 401 - v) a USE PIN TO ATTACH COMPRESSION STRUT 8"A44X • TO UNDERSIDE OF STRUCTURE. CLIP&#12 VERTICAL WIRE MAY BE USED. WALL w Q 3/4"HEAVY TUBE COMPRESSION 2"MIN. a 45°OR LESS ?'�i STRUT @ 12'-0"O.C.MAX. EA.WAY B -°a°-_. 1 . > N'. "L' 145°OR LESS (6'-0"MAX. FROM WALLS) AS PER = Lu v; (ASCE 7-02 SECTION 9.6.2.6) CEILING x; STRUTS ELECTRICAL METALLIC TUBING of , 4,,,. 1/2" TO 2'-8" ATTACHED WALL MOLDING REQUIREMENTSIp! 3/4" TO 4'-4" = O 1Z' 45°OR LESS 450 1" TO 6'-7" _ N X_ OR LESS 1 1/4" TO 10'-5' J = 0 co!Q` //' 1 1/2" TO 12'-11" Q O% CN Q 0' ? CROSS RUNNER WALL U m O ELI 1+ °�° SPREADER BAR OR OTHER = " Z 0 Q #12 GA.SPLAY WIRES, IN PLANE WITH 2"M/N '_ SUITABLE SYSTEM REQUIRED = 0 0 LU o' EACH RUNNER,TO UNDERSIDE OF 4" 3�4 Y °�° TO KEEP PERIMETER Z Z < Q Q LLu CONCRETE DECK W/200 LBS.-RATED U MIN COMPONENTS FROM = _ _ f=I ANCHOR (OCCURS @ EACH N,q�ACN SPREADING APART = ~- °- O LL COMPRESSION STRUT, 12'-0"O.C. WACCS Lu! NOT SHOWN ARE #12 VERTICAL WIRES @ 4'-0" MAX. EACH DIRECTION, 6'-0"MAX. J O.C. MAX. EACH WAY (8"MAX. FROM WALLS). FROM WALLS) o ALSO NOT SHOWN ARE#12 WIRES @ EACH rn; 011 CORNER OF LIGHT FIXTURES MAIN BEAM;ALL MAIN BEAMS TO BE UNATTACHED WALL MOLDING REQUIREMENTS ID6 • 10 i__, ._, HEAVY DUTY (HD) z, = INTERIOR Z ACT - SUSPENDED CEILING BRACING DETAILS N.T.S. ce a' . DOOR R NOTES NOTE:TEMPERED GLAZING TO BE USED IN ALL LOCATIONS AS DESIGNATED BY OSSC 2406.4. - 0000 A. VERIFY HARDWARE REQUIREMENTS WITH TENANT. -_t - t B. KNOBS TO BE REPLACED WITH LEVERS. C. ALL DOOR HINGES,LOCKS,CLOSERS AND LEVERS TO MATCH EXISTING HARDWARE. - : D. LOCKS AND LATCHES-SECTION 1008.1.9.3 - - k. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE i 3'-0" ii, SEE t, 1 3'-0" r 6'-0" _ rc ' < to THE FOLLOWING EXISTS: I II PLANS el IN BUILDINGS IN OCCUPANCY GROUP B,THE MAIN EXTERIOR DOOR OR DOORS ARE – -.- • PERMITTED TO BE EQUIPPED WITH KEY OPERATED LOCKING DEVICES FROM THE EGRESS \ y f I U e n td es I g n SIDE PROVIDED: 1) THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED 2) A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT / ,• = Portland.Oregon Powell Blvd, TO THE DOOR STATING:'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS - P.sa3_�e info@fluentclesignpdx.com = E info®fiuentdesignpdx.com OCCUPIED".THE SIGN SHALL BE IN LETTERS 1"HIGH ON A CONTRASTING /!� W:HuentdesignpA com BACKGROUND. \ / \ f E. DOORS SERVING A GROUP'A'OCCUPANCY AND DOORS SERVING ROOMS OR SPACES \ \ �/ FLUENT DESIGN,INC WITH AN OCCUPANT LOAD OF 50 OR MORE IN A GROUP'A'OR'E' OCCUPANCY SHALL �\ = THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT N. — � EXCEPT ARE NOT THEOBE PRIOR WRITr°NCED IN ANY MANNER. APPROVAL OFFLUENT HARDWARE. (SECTION 1008.1.10) I'` _ DESIGN F. GC TO COORDINATE DOORS AND HARDWARE WITH TENANT'S/OWNER'S SECURITY A B C VENDOR AND SECURITY DRAWINGS FOR FINAL LOCATIONS OF INTEGRATED REX HARDWARE,ACCESS CONTROLS,AND DOORS REQUIRING INTERNAL PATHWAYS. I THESE ARE EXAMPLES.COORDINATE DOOR TYPE COORDINATE HARDWARE WITH TENANT PRIOR TO ORDERING. i s DRAWINGS WITH DOOR TYPES LISTED. - BAMA 10 DOOR TYPES Architecture and Design 1/4"=V-0" 7350 SE Milwaukie Ave Portland,Oregon 97202 Ph:503.380.2852 These drawings are the property of BAMA Architecture and Design,and are PREFINISHED METAL not to be reproduced or disclosed in any KNOCKDOWN FRAME TRIM, i = manner except with the prior written consent of BAMA Architecture BOTH SIDES - and Design i = / PREFINISHED METAL KNOCKDOWN DOOR FRAME • }' OPEN WEB OF STUD TO FACE _.,1FRAMEAT STRIKE SIDE 11 C= it Z DOOR = W PARTITION PER PLAN W \ 4/ DOOR - INTERIOR KD JAMB WI METAL TRIM : - >iZ PARTITION PER PLAN _ Ll ADDITIONAL METAL TRACK AND METAL STUD WHERE - REQUIRED FOR OPENINGS UP 1 TO 48" 4„ \ –— PREFINISHED METAL d - — �; KNOCKDOWN FRAME TRIM, I! 1 BOTH SIDES . I ____Il ' Z PREFINISHED METAL \' W KNOCKDOWN DOOR FRAME ! _ I alliMMI • METAL TRACK I t DOOR LLJ I- (73--) DOOR - INTERIOR KD HEAD w/ METAL TRIM TYPICAL DOOR POSITION, UNO i _ v) T=1'-0" 1/4"=1,-0" : ; -: >°' _ VI) > N GLAZING N. = az 6O a W ,/," CLEAR,TEMPERED, BUTT JOINT ; - U Q PREFINISHED METAL I GLASS,UNO = Q j �r KNOCKDOWN FRAME ' / ~!/ PREFINISHED METAL i KNOCKDOWN FRAME i 4 J l 1 1 PREFINISHED METAL �� A �� , KNOCKDOWN FRAME TRIM, I �� c BOTH SIDES PREFINISHED METAL ±1/4"GAP;5/8"MAX. KNOCKDOWN FRAME TRIM, L- _ rni�oREo WHITE I BOTH SIDES i } LINE OF SLAB OR DECK _ '� PORTLAND, OREGON 4 . ,: . :• . : , , METAL TRACK �7ifr' ��v�� o 7 EXPIRES 12/31/2019 PARTITION PER PLAN • FIRE TREATED WOOD BLOCKING;PAINT BOTH SIDES BLACK. 6 SIDELITE - KD SILL w/ METAL TRIM \ 2 SIDELITE - KD SILL @ FLOOR w/ METAL TRIM 3"=1'-0" 3"=V-0 z 0 0_ — — c_ ,r U PARTITION PER PLAN PREFINISHED METAL w KNOCKDOWN FRAME TRIM, a BOTH SIDES S ADDITIONAL METAL TRACK AND METAL STUD WHERE PREFINISHED METAL REQUIRED FOR OPENINGS UP KNOCKDOWN FRAME - a a TO 48" C' — __ METAL STUDS,TYP. PREFINISHED METAL - i — J KNOCKDOWN FRAME TRIM, — i1 1--!el. ''I \I Ii BOTH SIDES i = O Oz I ___i I L J 1 % -----------> p_ cn -1- lit N T O PREFINISHED METAL F 11J GLAZING 1 U m p z(75 KNOCKDOWN FRAME N Z U o a11 Z Z Q Q � f-- METAL TRACK Q? GLAZING PARTITION PER PLAN U = N 0' 1D7 . 1O I-1 ° 6 SIDELITE - KD JAMB w/ METAL TRIM I 0, SIDELITE - KD HEAD w/ METAL TRIM 1 i = DOOR & RECITE 3-.1,_0" 3"=1'-0" = SCHEDULE QI w -a —