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Plans BUP2O1 6M0336 LEGEND GENERAL DEMOLITION NOTES === EXISTING CONSTRUCTION TO BE DEMOLISHED ® NEW BASE FEED, (1) CIRCUIT PER rilEXISTING CEILING GRID A. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE (4) WORKSTATIONS WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. GUILD . . DEMOLISHED 2'x4' LIGHT FIXTURE IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/DESIGNER, ® NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1i,a EXISTING NEW VOICE/DATA LROUGH INLOCATION TO ONECEIVE : SO THAT THE CLARIFICATION CAN BE ISSUED. NEW 2'x4' LED LITHONIA 2ALL4 LIGHT FIXTURE B. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR 1 1 EXISTING 2 HOUR RATED WALL TO REMAIN 8 FUTURE USE. I EXISTING COVERPLATE C. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF EXISTING 1 HOUR RATED WALL TO REMAIN EXISTING LIGHT SWITCH I!, 5,;;i EXISTING SUPPLY/RETURN VENT TO REMAIN TIGARD REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. MORTGAGE Architecture Q Interiors EXISTING DEMISING WALL TO REMAIN D. CAP ALL ABANDONED ELECTRICAL CONDUIT, AND OTHER UNDER SLAB UTILITIES AS d L NEW LIGHT SWITCH WITH OCCUPANCY SENSOR DEMOLISHED/RELOCATE SUPPLY/RETURN VENT REQUIRED. Planning Engineering 4 EXISTING QUADRUPLEX OUTLET O EXISTING THERMOSTAT a EXISTING SPRINKLER HEAD E. RETAIN EXISTING FIRE EXTINGUISHERS FOR FUTURE USE. ° NEW DEDICATED QUADRUPLEX OUTLET KEY NOTE FOR REFERENCE 1, EXISTING EXIT SIGN F. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO °� NEW DEDICATED OUTLET O DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING ��G�fir��y © INTERIOR ELEVATION FOR REFERENCE EXIT REQUIRED EXIT WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/DESIGNER. TENANT I PROVEMENT V LJ As EXISTING OUTLET AND TELEPHONE/DATA DEC 7 2016 Portland, OR ® FIRE EXTINGUISHER GENERAL NOTES CITY OF TIC ROUGH IN LOCATION 503.224.9560 Qa NEW OUTLET AND VOICE DATA (OO NEW DOOR NUMBER SYMBOL BUILDING1RD Vancouver,WA ROUGH IN LOCATION / 2 LINCOLN DIVISION 360.6953879 �► EXISTING DOOR TO REMAIN A. ALL EXISTING CONDITIONS TO REMAIN; UNLESS NOTED OTHERWISE. B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. Seattle,WA C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. ® pp�y w ' I�Pp��1y^ 1p�� 206.749.9993 D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6"± (EXISTING) AFF, UNLESS NOTED 10220 S'v'V GREENBURG FIEENB R q RD www.mcknze.com OTHERWISE. r Y v11 1if...��LL�� YVV��II1 ,\.II 1 — 1:- L. *4 I DETAILSE. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE . r +aa + F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER TIGAR® OREGON M AC I< E Z I E,OEEIGN DRIVEN I CLIENT FOCUSED ey° //B�� O CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. 1 iiej. A'/ t 1 G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT Client J l`A51. ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND INDEX OF DRAWINGS i PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. H. FURNITURE/EQUIPMENT IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR I TENANT'S VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND BREAK FINAL LAYOUTS. A2.1 PARTIAL SIXTH FLOOR PLAN, REFLECTED CEILING PLAN, SITE PLAN, KEY PLAN SHORE STEIN 608 4 0 1. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON AND NOTES OCOMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. A5.1 CASEWORK ELEVATIONS, DETAILS AND DOOR SCHEDULE J. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. A8.1 FINISH SCHEDULE, DETAILS AND NOTES F' K. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING ' " -'"-- --- rir CO 1� �® U ,- 91 STANDARD UNLESS NOTED OTHERWISE. SCOPE OF WORK © G S az L. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION HAS &© D BEEN PERFORMED (ON 12/01/2016, WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING o INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS Project ° ®1 O AREAS). CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH FOR AN APPROXIMATELY 4,424 SQUARE FOOT TENANT ON THE SIXTH OF SIX FLOORS. GUILD MORTGAGE - PRINT/ in OPEN TENANT. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RELITES, AND NEW CABINETRY. SUITE 610 -e•!;4! O FILE G 601 D M. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH TENANT IMPROVEMENT OFFICE/ OFFICE D•'�. 607 ._ e 4 PRODUCTS. CONFERENCE a 606 YP. N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE TENANT APPROVAL: 605 69 O ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF �... WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2 LINCOLN OPEN 0. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO 10220 SW GREENBURG RD n 5 -Q 5 -8" „ " ON IN DESIGN/CODE DATA TIGARD, OREGON �605A)606A 0 CLR" 0604E it 12 _0 603Atie so2A 12 0 Q. LIGHTING LA OUTDD SOUND LISISHOWN FOR ALL NPREEW LIMINARY DESIGN INTENT ONLY. FINAL LIGHTING GOVERNING CODE: 2014 OSSC e - LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OCCUPANCY: B ,K.r�Tv� D O OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CONSTRUCTION TYPE: TYPE I—B `��Y" C�7 CEILING. ELECTRICAL CONTRACTOR TO REVIEW ALL REQUIRED LIGHTING LEVELS AND �J cn - DISTRIBUTION AND NOTIFY ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE TENANT AREA (APPROX): APPROX. 4,424 S.F. iD. N I OFFICE OFFICE PLACEMENT/LOCATION WITHIN ANY AREA OF THE SPACE. FINAL LAYOUT TO BE REVIEWED OCCUPANCY LOAD: 45 P a in D Q 603 602 D^ AND APPROVED BY ARCHITECT. a T�40 0 O O4:8C Cngt 1 REQUIRED EXIT, 2 EXITS PROVIDED • ' (T': 406) TYP. TYP. •-,,_ on') © © ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE POR ND, s RE e ► ® y �d ® ® ® I BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION 1A, WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER OF O^ 1 PARTIAL SIXTH FLOOR PLAN KEYNOTES DEFERRED SUBMITTAL , /421 1/8"=1'-o" 1. ALIGN NEW WALL WITH EXISTING WALL. 2014 OSSC SECTION 107.3.4.2 (by separate permit) © ALL RIGHTSIRESERVED 2. ALIGN NEW WALL WITH EDGE OF EXISTING COLUMN. FIRE SPRINKLER THESE PERTY OF MACKENZIE AND ARE NOTNGS ARE THE TOBE 3. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 4/A8.1. FIRE ALARM USED OR REPRODUCED IN ANY MANNER, I 4. NEW 2'-0"± WIDE TEMPERED RELITE TO MATCH BUILDING STANDARD, SEE DETAIL MECHANICAL WITHOUT PRIOR WRITTEN PERMISSION 7/A5.1. ELECTRICAL REVISIONS: ,D 5. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT PLUMBING VENDOR TO CONFIRM BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL EXIT ILLUMINATION z �a LAYOUT. » THIS SIONS CLOSINGREVISIODATE DELTA 6. WORK STATION BY OTHERS. COORDINATE FINAL POWER SPECIFICATIONS AND �a SHEET LOCATIONS WITH TENANT AND TENANT VENDOR. NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN 3 7. NEW 4X8 PAINTED PLYWOOD PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS , OUTLET WHERE INDICATED. ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESEN LIANT 8. COORDINATE TENANT PROVIDED SIGNAGE SPECIFICATIONS WITH TENANT AND DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO -AM" TENANT'S SIGNAGE VENDOR. FINAL SIGANGE TO BE CONFIRMED BY LANDLORD. PRIOR TO SUBMITTAL ODE COMPLIANCE 9. RAISE EXISTING OUTLET TO HEIGHT INDICATED. Approved: [y/ 10. PROVIDE NEW BUILDING STANDARD MINI BLINDS AT ALL EXTERIOR WINDOWS. --- •i 11. PROVIDE NEW REFRIGERATOR. COORDINATE FINAL SPECIFICATIONS WITH LANDLORD 010 [ �]/ I IIII VALUATIONa FOR APPROVAL. Petrnit#: /�(� �/1//<J0.3�(��� a 12. PROVIDE NEW LED LITHONIA 2ALL4 FIXTURES THROUGHOUT, UNLESS NOTED raa. s.- r 1' ' OTHERWISE. CONFIRM FINAL FIXTURE COUNT WITH LANDLORD. _ or d ' ` ��"- : ` : . VALUATION OF WORK = $35,263 Suite #;_1 13. RELOCATE HVAC BY DEFERRED SUBMITTAL. *BUILDINGISCOMPLIANTg�� j\ ���� • 0FDate:V'A 1. SNARTIT IAL SIXTH■ .a . aII: :�C j ; ; : Approved by Planning FLOOR PLAN, -- — ° n II Date: i�� (le REFLECTED R o y, < , - n �. ; . _ aUIUs. Initials: CEILING PLAN, SITE 1:ti 1 '_ ai� TES AND NOi I ada4 al ` '! LONGEST COMMON ,yV'� III= OFFICE COPY 1 .' �/ � PATH OF TRAVEL '® ; !� ��E DRAWN BY: KMJ % a ° aAREA OF WORK ECKED BY SB , PDK HCH— in! AREA OF WORK SHEET: •'.. ` ,�' 11nr" M4uq� S.PIK —YMM.q \4' .. ill _ __._._ __. -_ __�..- __- __ __ __._ i. J F ® Iii 0 n u u N n u O u u n � SI/OatSada '. t u w n w i _TYY-W 2. A21 2REFLECTED CEILING PLAN3 SITE PLAN KEY PLAN A2.y 1/8"=r-o" A2.1 NTS t FJOB NO. 215095112 A2w1 SIXTH FLOOR NTS , I TRUE PLAN NORTH NORTH PERMIT SET: 12/07/16 215095112\4_DRAWINCS\ARCHITECTURAL\12—A2.1.DWG KJF 12/06/16 11:11 1:96.00 NOTES: 413" CLR. NOTES: >r,,A. FINISH ENDS, TYP E. ALL CABINET FACES AND DOORS, PL-1 / U.N.O. B. CONFIRM REQUIREMENTS FOR ALL F. ALL EXPOSED EDGES AT DOORS AND A. FINISH ENDS, TYP E. ALL EXPOSED EDGES AT DOORS AND SHELVING EQUIPMENT/APPLIANCES PRIOR TO SHELVING TO BE P-LAM TO MATCH B. ALL COUNTER TOPS, EDGES AND TO BE P-LAM TO MATCH ADJACENT \ l (2) ADJ. CONSTRUCTION OF CABINETRY W/ ADJACENT VERTICAL SURFACES BACKSPLASHES, PL-2 VERTICAL SURFACES. k j I MELAMINE SHELVES TENANT G. CONTRACTOR TO PROVIDE DEDICATED C. SHIM AS REQUIRED F. CONFIRM REQUIREMENTS FOR ALL EQUIPMENT > a_ _1 C. ALL COUNTER TOPS, EDGES AND OUTLET FOR BLACK GE #GLDA690FBB ALL CABINET FACES AND DOORS PL-1 D. - BACKSPLASHES, PL-2 ADA DISHWASHER PRIOR TO CONSTRUCTION OF CABINETRY WITH —WI � I i D. SHIM AS REQUIRED H. PROVIDE NEW REFRIGERATOR, TENANT. w P-LAM FACES COORDINATE FINAL SPECIFICATIONS WITH W 1 LANDLORD FOR APPROVAL `� -` 1 Architecture ut Interiors • f "i r Planning u Engineering 4 \ O O © e A5.1 CEILING > 25" P.L. TOP Viir SIDE SPLASH WHERE NY CEILING ® ® --J-J 117 CEILING ALIGN W/ LOWERS w k ALIGN (2) EQ k ALIGN W/LOWERS ' 11' Lu OCCURS I W/LOWERS I IIM n V\ \ u _ Portland,.2 .9 60 / \ \ ~-- SPLASH WITHSELFEDGE AND 503.224.9560 - Vancouver, WA PROVIDE--- %—T 111111111pi �% �� \ ----v-- — I 360.6953879 REFRIGERATOR tir - -1 \ .-- ` % �� 2I \ I II DRAWER AS OCCURS IN \l \lY NW — 'l}' 'NlY o of o I ELEVATION Seattle,WA I o - - M O ; N I 206349.9993 I I o . I ■ \ o \ ^ I ; (1) ADJ MELAMINE INSULATE EXPOSED — 1 ���'�• �_ o w I)1 ELF www.mcknze.com - - Dn... GJ °OI irardu _ �_ — — _ I JPIPES PER CODE 1 L _ . i / o 1 N\ \ w I _ __ W MACKENZIE . OPEN BELOW PER — I _i°—I CC DESIGN DRIVEN I CLIENT FOCUSED P-LAM FACES w T CODE c� I `� \ \ - s• \ \ 10'-0" 6'-0" I a Client co / (3) EQ 2'-9" I.2'-0"�j'-5 j PROVIDE (6) EQ 2'-0" . CLR (4) EQ f ele / i E RUBBER BASE I DISHWASHER I Lu Lu / 9'-8" / VERIFY IN FIELD \ �' �' 2'-0„ . " cc cc ELEVATION A ELEVATION B >- SHORE STE I N O CABINETRY ELEVATION m 2 CABINETRY ELEVATION 3 CABINET SECTIONLii A51 ® BREAK 608 1/4"=1'-0" J A5.1 © PRINT/FILE 607 1/4"=1'-0" J A5.1 TYPICAL 3/4"=1'-0" CO W W U 13" CLR 13" CLR. U.N.O. t �_/ U.N.O. 13' CLR. y y (1) ADJ. ADJ __1 U.N.O. "I MELAMINE SHELVES Project 1 H' ' (2) ADJ. (2)I. SUIGUTLD E 610 MORTGAGE TENANT IMPROVEMENT J f, W W JkJ _I- r.-_ P-LAM FACES-J Isl W w = P-LAM FACES u.1 �� N I-. m , ' - 1 u MICROWAVE, NIC 2 LINCOLN P-LAM FACES \ L.-) \ 10220 SW GREENBURG RD 1 I25" P.L. TOP P-LAM UNDERSIDE AND TIGARD, OREGON > U.N.O. / > 16" SHELF INSIDE OPENING 1 • > 25" P.L. TOP LL' 1'-5" MAX -W' w / Lu u / TO FAUCET / w SIDE SPLASH WHERE OCCURS �`S�S�`" At' w CONTROLS u / 25" TOP 'eU2./IS, ig ..4" BACKSPLASH, RETURN U.N.O. / IC� P-LAM COUNTER TOP AND _ P-LAM COUNTER TOP AND �-3 SPLASH WITH SELF EDGE \ \ AT END WALL CONDITIONS • -II - - \ I SPLASH WITH SELF EDGE sN (1) ADJ MELAMINE , WRAP ALL EXPOSED PIPE 1PORTjAD, / PER CODE I- �5� SHELF I> cc \`iJf / 8 / ° o > (1) ADJ MELAMINE OFw Ii. SHELF, NO DRAWER OR w =. = = - / > z I w L _ _ _ 4 _ SHELF AT SINK LOCATION LiJ U.1 _ I ,.� cV Laip- w - © MACKENZIE 2016 cn P-LAM FACES \ N j� a P-LAM FACES ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY RUBBER BASECC �?a6 0 - N P-LAM FACES OF MACKENZIE AND ARE NOT TO BE NE �JZ RUBBER BASE USED OR REPRODUCED IN ANY MANNER, . . \ Q a WITHOUT PRIOR WRITTEN PERMISSION W I p I' a 42'-O" ? - " T o REVISIONS: 2'-0" ` 3 0 OPEN BELOW PER CODE6 r Z 4 COUNTER SECTION W r-5-- CABINET SECTION w © CABINET SECTION ii W En oWREVISIONS REVISION DELTA THIS CLOSING DATE " , " n r " LI G:0 SHEET A51 TYPICAL 3/4 =1 -0 U A5 TYPICAL 3/4 =1 -0 U TYPICAL 3/4"=1'-0" rail SOUND ATTENUATION BATT AS OCCURS GYP BD WALL AS OCCURS i 1 ��5 DOOR SCHEDULE SOUND ATTENUATION BATT .ii �� ` AS OCCURS DOOR DOOR DOOR FRAME HDWR 1 I DOUBLE STUD AT JAMB, TYP _` GYP BD WALL AS OCCURS DOORDETAILS RATING COMMENTS OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP SHEET TITLE: EXIST 3'-0"x8'-2"f EXISTING DOOR - 4 CASEWORK, 602A 3'-0"x8'-4"± 194" FL/R SC S HMK FF 7/A5.1 H-1603A 3'-0"x8'-4"± 1A" FL/R SC S HMK FF 7/A5.1 H-1 ' = I � 605A 3'-0"x8'-4"± 1%'' FL SC S HMK FF 8/A5.1 H-1 -- 1 DETAILS AND TIMELY FRAME TO 606A 3'-0"x8'-4"± 1%" FL/R SC S HMK FF 7/A5.1 H-1 -- -- DOOR SCHEDULE . 1 MATCH BUILDING STANDARD It - DOUBLE STUD AT JAMB, TYP o I �� 608A 3'-0"x8'-2"t EXISTING DOOR 2,3 HARDWARE GROUPS: DOOR SCHEDULE NOTES: PaAS 1 TIMELY FRAME; H-1: PASSAGE A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, - . S LATCHSET F75 GRADE 1, m �I MATCH BLDG STD AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA.. Le BUTTS, SEAL, STOPS B. ALL DOORS, FRAMES AND HARDWARE TO MATCH BUILDING STANDARDS. DRAWN BY: KMJ \ C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE I�, ABBREVIATIONS:EXIST EXISTINGMEASUREMENTS BASED ON FIELD OBSERVATION. CHECKED BY: SBH, PDK FF FACTORY FINISH D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDINGal. FL FLUSH INVENTORY, WHERE POSSIBLE. SHEET: FL/R FLUSH W/ ADJACENT RECITE SIDE LIGHT AS OCCURS HMK HOLLOW METAL KNOCKDOWN DOOR SCHEDULE COMMENTS: I. ice,° • WITH 1/4" TEMPERED GLASS S STAIN 1. DOOR TO NOT RECEIVE CLOSER. A51 ♦ 2. PROVIDE OPAQUE WINDOW FILM AT EXISTING DOOR. I i w SC SOLID CORE WOOD I�i I COORDINATE SPECIFICATION WITH LANDLORD. w 3. IN LIEU OF COMMENT 2, PROVIDE NEW BUILDING , I I-. STANDARD EXISTING RSOLIDATING COREAS FLUSH WOOD DOOR. MAINTAIN JOB NO. 2150951/2 B TYP INTERIOR DOOR INTERIOR DOORet 4. EXISTING DOORS TO REMAIN. PERIv�IT SET' 12/07/16 A51 HEAD SIMILAR 3"=1'-0" ( )TYP HEAD SIMILAR 3"=1'-0" a c 215095112\4_DRAW1NGS\ARCHITECTURAL\12-A5.1.0WG KJF 12/06/16 11:02 1:1.00 FLOOR OR ROOF STRUCTURE / * 2 LINCOLN, STUD SIZE: 2j" POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BLPRC 2 8" MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERSA AT PERIMETERR � ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS �/ 'Q INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 0 5psf • WITHIN 8" OF PERIMETER �►" 9� — LATERAL BRACING WITH APPROVED VERTICAL me DESIGNATION SPACING MAX WALL HEIGHT —1r— COMPRESSION STRUT AT 12'-0" OC EA WAY /a ' e J 2505125-18 24" 8'-4" Architecture a Interiors COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB " ag p .0 e 25OS125-18 16" 9'—7" Planning a Engineering 1 "ATTACHED , 250S125-27 24" 9'-10" WALL" 0 '0m ! 2505125-18 16" 11'-3" OO362S125-18 24" 13'-5" } z OC1�WG ®GE AT WALL NTS 3625125-18 16" 14'-4" O NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" Portland, OR I TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP -- 3625162-33 3625162-43 16" 16'-5" 503.224.9560 Vancouver,WA DO NOT SCREW BERG 2 CLIP TO TRACK 16" 18'-0" 360.695.7879 '' TABLE MAX. LENGTH 6005162-33 16" 24'-6" Seattle, WA .._84, '".---------CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10" 206749.9993 ,MA/ MAIN RUNNERS AT 4'-0" OC 3/4" DIA CONDUIT (EMT) 7'-8" INTERIOR NON STRUCTURAL NON-COMPOSRE WALLS 360 5psf www.mcknze.com 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR 1" DIA CONDUIT (EMT) 9'-9" WffFi CERAMIC TILE FACING / WITH #10 WIRE AT 5'—O" OC EA WAY SGL 162S125-33 MTL STUD 12'-0" DESIGNATION SPACING MAX. WALL HEIGHT MACKEi�IZiER LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) DESIGN DRIVEN 1 CLIENT FOCUSED NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 1625125-33 15'-0" 3625125-18 16" 12'-4" oil ct ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS (1-5/8"x2OGA) 3625125-33 16" 14'-3" cnClient CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 2505125-33 MTL STUD 13'-6" wi APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-1/2"x2OGA) m CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 250S125-33 15'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 1-- CAPACITY. STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. r— WIRES TO HAVE A 200# MTL STUDS (2-1/2"x2OGA) = SHORE s 'V E 1 R AND OTHER LARGE OBSTRUCTIONS 0 1 SUSPENDED CEILING BRACING2 WALL HEIGHT TABLEill A81 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A8.1 • THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. o ' 33 MIL 3-1/2" METAL STUD BRACING TO FLOOR STRUCTURE AT 8'-0" OC W/ (2) #8 SHEET METAL SCREWS AT Project EACH END. BRACING TO BE PROVIDED GUILD MORTGAGE WHERE DISTANCE BETWEEN SUITE 610 PERPENDICULAR INTERSECTING WALLS \, Nk, ,� �� GYP BD PARTITION SEE PLAN TENANT IMPROVEMENT • /. OR HORIZONTAL BRACING BETWEEN / '' WALLS EXCEEDS 8'-0" OC •. ` SOUNDL TTENUATALLS, IIOON BATT TL-� IllJ� ��`.— �` 3" SOUND ATTENUATION BATT. 4'-0" • � 2 LINCOLN t �y �� — — — CENTERED ON WALL WHERE NOTED. LINE OF SILL AS OCCURS 102201SSWOREGO BURG RD SI. 4,0 / SUSPENDED 1 • CUT TILE FOR TIGHT FIT AT WALLS • 1 I CEILING CASING BEAD USG 200—A ALUMINUM TRIM PIECE "GEE" �,�y' 4e y . W 1 3 " RETURNS, FINISH ATTACH STUD TRACK THROUGH GRID / GYP BD �I TO MATCH WINDOW FRAMES — EA SIDE ���� SOUND ATTENUATION INSULATION (ANODIZED BUILDING � '?AUC .'lasOfr .-a METAL STUDS AS OCCURS -- SEE PLAN STANDARD) y SEE WALL HT. • .. TABLE FORBOTTOM TRACK TO FINISH FLOOR • PORT,: D, 0' -ON SIZE AND till - WITH POWDER DRIVEN ANCHORS AT I lilt] : NEOPRENE SEAL SPACING ` 4?-0" OC C OF x CONT ACOUSTIC SEALANT EACH SIDE� . AGAINST TRACK NO SEALANT AT SIM • M COND IN a ii STOREFRONT GLAZING MACKENZIE 2016 SYSTEM © ALL RIGHTS RESERVED �I CONCRETE SLAB C THESE DRAWINGS ARE THE PROPERTY »m���1W( OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION j REVISIONS: JZ 3 NON-BEARING WALL 14• WALL AT EXTERIOR MULLION >w SHEET CREVISION LOSING DATE A A81 AT FLOOR AND SUPENDED CEILING 3"=1'—O" ¢ \ AS.1 3"=1'-0" ¢ ��. 1 ROOM FINISH SCHEDULE SCHEDULE OF INTERIOR FINISHES 1 FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING 1 ROOMROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH VCT-1: BUILDING STANDARD, TBD I NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS PL-1: BUILDING STANDARD, TBD 1 601 OPEN OFFICE EXIST RB P P GB/P GB/P EXIST EXIST 602 OFFICE EXIST RB GB/P P P GB/P EXIST EXIST PL-2: BUILDING STANDARD, TBD 1 • 603 OFFICE EXIST RB GB/P GB/P P GB/P EXIST EXIST p-1: PAINT TO MATCH EXISTING 604 OPEN OFFICE EXIST RB GB/P GB/P P GB/P EXIST EXIST SHEET TITLE: 605 OFFICE/CONE EXIST RB P GB/P P P EXIST EXIST RB-1: RUBBER BASE TO MATCH EXISTING FINISH SCHEDULE, 606 OFFICE EXIST RB P GB/P GB/P GB/P EXIST EXIST 607 PRINT/FILE VCT RB P GB/P GB/P GB/P EXIST EXIST DETAILS AND 608 BREAK VCT RB P GB/P GB/P GB/P EXIST EXIST NOTES FINISH SCHEDULE NOTES: ABBREVIATIONS: A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS TO EXIST EXISTING BE COORDINATED WITH TENANT BY LANDLORD. GB GYPSUM BOARD B. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED P PAINT BY NEW WORK. RB RUBBER BASE C. PAINT NEW WALLS ONLY, TO MATCH EXISTING. PAINT VCT VINYL COMPOSITION TILE EXISTING WALLS WHERE AFFECTED BY CONSTRUCTION. D. EXISTING CARPET TILE TO REMAIN THROUGHOUT, UNLESS DRAWN BY: KMJ NOTED OTHERWISE. EXISTING RUBBER BASE TO REMAIN, UNLESS OTHERWISE NOTED. NEW VCT AT PRINT/FILE AND CHECKED BY: SBH, PDK BREAK AREAS. ASSUME NEW RUBBER BASE AT NEW WALLS ONLY AND/OR ENTIRE WALLS/ROOMS WHERE AFFECTED BY SHEET: CONSTRUCTION TO MATCH EXISTING. • A81.1 1 , JOB NO. 2150951/2 PERMIT SET: 12/07/16 215095112\4_DRAWINGS\ARCHITECTURAL\12-A8.1.DWG KJF 12/06/16 09:50 1:96.00