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10300 SW GREENBURG ROAD STE 305 it n, C Sir 'a CIO p C < 4 aaa � a o O IL ti IT � � � • p 4 Or •+ O d1 QV ' Om • � 0 q 309 3081 J 3 � C307 T �O O foa a ® 0 . •C w REACH LOCAL acs ` l / CL a v 14'-6" � I A Eff 4 TENANT IMPROVEMENT 1019 1 Cl w �-' o .. ._.._... .-tr-._. CyfTl T • T � C� � H J 410 G/�1 1 LINCOLN r plant XIS 5 310 R 31f 6 "1GREENBURG ROADLEGEND D 10300 SVS -•-•• r:: === EXISTING CONSTRUCTION TO BE DEMOLISHED R 301 �;��....._. 31tA PORTLAND, OF�EGON � --� ` . T " "y . EXISTING WALL TO REMAIN NEW WALL TO UNDERSIDE OF GRID, SEE 2/A8.1 EXISTING 2 HOUR RATED WALL. TO REMAIN • EXISTING 1 HOUR RATED WALL TO REMAIN Project LOCAL o CONfEWCE OP CE 1 EXISTING DEMISING WALL TO REMAIN SWE WS �p13021 a y' � EXISTING DEDICATED OUTLET r 2 T 6 q?e EXISTING OUTLET AND TELEPHONE/bATA 11./dWLN EXISTING LIGHT SWITCH IMI OWQ FD" • roanr�, ate, F.E. FIRE EXTINGUISHER --' PARTIAL THIRD FLOOR PLAN O EXISTING THERMOSTAT • EXISTING BLANK COVER PLATE f� EXISTING DEDICATED OUTLET TO BE RELOCATED OR DEMOLISHED rIAM10KUYAMA C INDEX �� DRA�NC� EXISTING BLANK COVER PLATE TO BE DEMOLISHED • --X -_--- F.E. FIRE EXTINGUISHER f0 BE RELOCTAED OR DEMOLISHED PO D, EGON 1?61 0 A2.1 PARTIAL FIRST FLOOR PLAN, KEY PLAN AND NOTES OF A6.1 REFLECTED CEILING PLAN, SCHEDULES AND NOTES X A8.1 DETAILS AND ELEVATIONS UM INTERIOR ELEVATION FOR REFERENCE r---- GROUP© GTSED8GENERAL NOTES KEY NOTE FOR REFERENCE HTSRESER SCOPEOF WORK THESE DRAWINGS ARE THE PROPERTY OF A. ALL EXISTING CONDITIONS TO REMAIN, EXCEPT AS NOTED BELOW GROUP MACKENZIE AND ARE NOT TO BE USED OR B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. WITHOUT PRIOR WRITTEN TEN PERMISSION N ANY MANNER. THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. ® D0012 NUMBER SYMBOL r..__ FOR AN APPROXIMATELY 3,738 SQUARE FOOT TENANT ON THE THIRD OF FIVE FLOORS. p, ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. CITY F REVISIONS: MINOR DEMOLITION, NEW DOORS, WALLS AND RECITES. E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING EXR REQUIRED EXIT 91 Z'IGAR� �_ TENANT APPROVAL: STANDARD UNLESS NOTED OTHERWISE. � �� s"~ THIS��"� REVISION DATE �IId�1011�Ib/APPWW I �+� SHEET F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. FULL SITE VERIFICATION � �• orn HAS BEEN PERFORMED (VACANT SUITE) AND PLAN, ELECTRICAL AND CEILING INFORMATION TT• HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR DESIGN/CODE DATA TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. AQ G. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT AND2"7� GOVERNING CODE: 2007 OSSC REFERENCE ONLY, OCCUPANCY: B H. LOWER VAC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS CONSTRUCTION TYPE: TYPE 1-8 FINISH PRODUCTS. . 0-T-C TENANT AREA (APPROX): APPROX. 3,738 S.F. 1. ADD SOUND INSULATION IN ALL WALLS, EXISTING AND NEW. &WWWT* —,-- OCCUPANCY LOAD: 38 Q00'P'"'llmd -- Q�eaolka 2 REQUIRED EXITS, 2 EXITS PROVIDED + SHEET TITLE: ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE KEYNOTES _ __ LONGESTC MON � PAF(n& Fr PATH OF E ESS FLOM P.^ KY I. NEW 6'-0"W x 8'-6"H TEMPERED RELITE TO MATCH TENANT BUILDING STANDARD, SEE TRAVEL-w&--JX0 K.M AND NOM DETAIL 4/A8.1 AND 10/A8.1. 2. CENTER NEW WALL WITH EXISTING MULLION, SEC DETAIL 3/A8.1 DEFERRED SUBMITTAL 3. NEW 6'-0"W x 4'-0"H, 36"tAFF, RELITE TO MATCH TENANT BUILDING STANDARD, DEFERRED OSSC SECTION 106,3.4.2 (by separate permit) — SEE DETAIL 4/A8.1 SIM AND 9/A8.1. lMrlphdlw FIRE SPRINKLER NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY � 4 PATCH AND REPAIR EXISTING CORRIDOR AS NEEDED MATCH EXISTING FINISHES TO rm Akm & ALARM RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS/COMPONENTS. BUILDING STANDARD MECHANICAL THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC 5. NEW SINK AND UPPER AND LOWER CABINETRY, SEE DETAIL 6/A8.1. PLUMBING DESIGN ELECTRICAL ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE BUILD CONTRACTOR IS TO VERIFY LOCATION OF THE EXISTING BUILDING PLUMBING .If DRAWN BY: KMV PLUMBING COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO SYSTEM, AND COORDINATE WITH THE ARCHITECT AND THE BUILDING OWNERTrM SHEET: 0� �DwM�M ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL FOR NEW CONNECTIONS. Odea ..� CHECKED BY: SBH/TF � 6. ALIGN NEW WALL WITH CENTER OF EXISTING COLUMN # � 'T ADAIMPROVEMENTS VALUATION OF WORK - $5,200 2 KEY PLAN A2,91 25X VALUATION FOR UPGRADE - =1,300 �. THIRD FLOOR NTS OFFICE COPY ADA UPGRADE s REMOVAL OF ALL BARRIERS, UPGRADED MISC. VAA 0 HARDWARE AND NEW ADA COMPLUANT CABINETRY TRUE PLAN NORTH NORTH JOB NO. 20709W21 PERMIT SET= 07/23/08 20MW21WfflHW—M-1-V" WV O7/23A" OF.2S 1M.00 M 1-71 1!!!MYstryOp�r'� 1 • ...teyr+rn^_. .r .:, •n.r ieseRWM11,tt 1..14'•; . � T�'1'1�'F I • r I 1 1 I I � �(�' , ; : . :., 1 ;�' 1 2 3 ..�.,! 8 7 101 I 11 112 A. ,, nCawra..wM 11ll JJ1U� L ��L L L L L l; tOlt I t t 8 8 L 9 !? t► tE Z , �1� � u.l�ll� �i11 1� � 11 lllllll 1111111U . •� � i; T 4 4' 4 a 1 . _.,._...,. ._....... _. . ..,..-..._.....,,..-.....w..•,..«:..«•�..w.w.err.=• wu.: ...1.......r►•....ar._wo.•on,.�+:.•,.w.+...�w.+:�.-,`...-- -_ _ .....e..e— .. ...,. _........ •w►. ..sn,.Y...w.. ..:_v..,...: .. ..•_. � . .. � .i . . :..1F•... , •• -�+..f" a+•.✓aoYY.'•!:: _�x.c..rsur.•:s.c.11R:rlYe.uw.::... ,.w.•r,wwr- .wn+ +'dro.-a>+w. _ . - .. • .. .. -.. .. c.itr4+K4•..i,.m.•Tn•.ee.:1�9111M."':M�+cn .:..,. ,. ...,.:.Mw^.....TAk.4.ww1/•ro'1M1R• .u.w.....• _' _ .. c r. .� W'.A: . . .... . ..c' ....r..oa+r.++rtn+r.rn:•ar:.raa.--::+sx.*.xe•r.-S•.,.. •.,a, .� .. w.. - •,av+'!IMIP... .+..aw.,..... ,...m.,,t.r .wnv w.� .. a y�.'y�1"...- __•. _� ..__ ., -•,"y.... _.. _.: ,j.'ya'•aM'A.:'. •.�._.,,, y -,.. .. _..__ .. ,'. .:,`;y,. ....^.ttlMr••••ar -.n-.wod.r... -a4..+w w:a..,. :z..p1.,'•�a%7,.. „arc�•.•1m.:.w �1 M^1F w } Q � cc 30 +1�ic� _ . � Go N 0 4 < J 4 00 y ,. me o d cb � m — _ u > • ate CD ccys '� r W O � w06 goo � •r OC c 'o DOOR SCHEDULE Z !I a � DOOR DOOR __ DOOR - DOOR FRAME DETAILS HONK RATING i COMMENTS pint OPENING SIZE THK TYPE MAT'L FINI5,4 MAT°L FINISH GROUP _ 301A x8'-4" 1 FL Sc S HMK FF H•-2 20 MIN2 302A 3'-0"x8'-4" K1 FL Sc S HMK FF _5 A8.1 H-1 __ _. 304A I 3'-0'x8'-4" 1 F1 SC S HMK FF _VAS.1 H-1 -- 305A 3'-0"x8°-4" EXISTING DOOR 1 307A 3'-O"x8'-4" EXISTING DOOR 3La8A 39-00x8'-4" EXISTING DOOR _ -- __ 309A 3'-0"x8°-4" EXISTING DOOR - -- 310A 3'-0"x8'-4" 1 FL SC S HMK FF 5 A8.1 H-1 -- 3 ` 311A 3'-0"x8'-4" 1 FL SG S HMK FFI 5/A8.1 H-1 -- -- HARDWARE GROUPS: AMMYIATIONS: - — H-1: PASSAGE EXIST EXISTING Projsct - \ LATCHSET F75 GRADE 1. FF FACTORY FINISH REACH FOCAL 3w—L _ BUTTS, SEAL, STOPS FG FULL GLAZED VISION PANEL Fs H-2: LOCKSET F84 GRADE I, FL FLUSH BUTTS. SEAL. STOP. CLOSER FLA FLUSH WITH ADJACENT RELITE Fs FL/V FLUSH WITH "CLASSROOM" STYLE VISION PANEL HG HALF GLAZED I L#AOOLN HMK HOLLOW METAL KNOCKDOWN FD. P PAINT FoRmim, � SSTAIN - Sc SOLID CORE WOOD 17 DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: , 1EXISTING RATED DOOR AT A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED. . ! AND/OR REPLACED TO BE 1N COMPLIANCE WITH AOA EXISTING RATED CORRIDOR B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR 2. NEW RATED DOOR AT WITH MORTISE LOCKSET EXISTING RATED CORRIDOR C. ALL SECONDARY DOORS TO HAVE DEADCOLTS REMOVED, 2267 r 3• POOR DE LOUVER AT NEW INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE REFLECTED CEILING PLAN A�.� 1/13"091'-0" D. ALL DOORS. FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. E. VERIFY DOOR HEIGHT DIMENSIONS. MEASUREMENTS BASED (ROUP MACKENZIE 2008 ON FIELD VERIFICATION. © ALL RIGHTS RE3ER%fD LEGEND THESE DRAWINGS ARE INE PROPERTY OF ® L (,YtOUP R REPRODUCED AND ARE NOT N R. USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION GENERAL NOTES EXISTING CEILING GRIDFLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING -�- -- NO ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING CEILING REVISIONS: A. SUSPENDED ACOUSTICAL TILE CEILINGS AT' 8'-6"f (EXISTING) AFF, UNLESS NO FINISH FINISH FINISH FINISH FINISH FINISH MAT'L COMMENTS1 �� 5<L>NS REVISION DELTA NOTED OTHERWISE. EXISTING 2'x4' LIGHT FIXTURE TO REMAIN 301 RECEPT CPT RB P GB T GBA" P EXIST EXIST THIS ET CLOSING DATE B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT 302 CONFFRENCE CPT RB GB G8 P - P EXIST EXIST SEE DETAILS 1/A8.1. 303 OPEN OFFICE CPT RB P GB P GB EXIST EXIST C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE DETECTORS EXISTING 2x4 24-HR LIGHT FIXTURE TO REMAIN 304 OFFICE _ CPT_ RB GB P P G8 EXIST EXIST AND all OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF ® NEW OR RELOCATED 2'x4' LIGHT FIXTURE 305 OPEN OFFICE CPT RS -- P GB _ P EXIST EXIST 2x4 TILE, UNLESS NOTED OTHERWISE. 306 OPEN OFFICE CPT RB P P _ _ P P T EXIST EXISTING 2'x4' LIGHT FIXTURE TO HE RELOCATED OR DEMOLISHED 307 OFFICE_ CP'T _ RB P P P P T D. COORDINATE ELECTRICAL. REQUIREMENTS WITH TENANT, ALL ELECTRICAL _ DRAWINGS WILL BE BY DEFERRED SUBMITTAL. 308 �F"F-ICE CPT RB P P P P w E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON I ZEXIST-ING SUPPLY/RETURN VENT TO REMAIN 309 _ CPT RB P _ P P P COMPLETION. CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON VCT RB P _ P P C8 F. LIGHTING SHOWN FOR SCHEMATIC PURPOSES ONLY. i8f EXISTING EXIT SIGN 311 VCT RB P GB P C8 ► T G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO FINISH SCHEDULE NOTES: �1BBREyjATIONS: SHEET TITLE: MA EXISTING. j:;:;•:� EXISTING SUPPLY/RETURN VENT TO BE RELOCATED OR DEMOLISHED A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET 9 iT NEW EXIT SIGN TO BE COORDINATED WITH TENANT. EXIST EXISTING MES B. PATH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD AFFECTED BY NEW WORK. PAINT NEW AND EXISTING P PAINT AIS NOM WALLS. RB RUBBER BASE C. PROVIDE NEW PAINT, RUBBER BASE, AND FLOOR FINISH VCT VINYL COMPOSITION TILE THROUGHOUT. DRAWN BY: KMV CHECKED BY: SBH/TF SHEET: of If KEYNOTES 1. PROVIDE HIGH LIMIT EXHAUST FAN. A6ml -- —� JOB NO. 207 .21 c— �V PERMff SET= 07/23/08 20rWV 07/23/095 09:35 1:95.50 R �+ -:,. Tr rjr jr rlrrlr t�"r ��1 rpt Ili 1� IlI MIN.`" jr ji �Jr r ITT �,I ISI 1;1 ISI ,�I I�� I�r I���II� 1�► r�I ISI 8 91 10 ,�i ��i tai ICr r�r r�i ISI ��I ..:. # z 3 � r � 1 � � r � � � ► Il � lj, � � � r � � � � � T � � l � , 4 .rk ' ' 11 11� No.38 to ' 1109Jill . lull lllllllll1111J111111111 lu 1�1 111 L11111a � r v • r ' ,«...._:..... .. ..... - ..... .....----......•.....,-_,.V-eue.,o....r.'..wru..: .:.........:..v.,.-....-r......o:s,..•..n,w.-,a•.�.+r ..ti......r.-«....._..,....:. ..n ` r . '1:. ,. ._ ., sa+ne':, a'.+a�n+r..ww.... .+.vw.,.+n.,.. .,ww. .�.:•�.wl,.—.+•wes .r..bia....,.:,.,. r... .a,.+r.. +.Mtn+rww w r uw •l+w+ , .a ,s .o- .t�..+r-. a� .-..z w.b +s �` a., .. .. .w ..:,.urw�M..r.na..»z...,.o...an•nn«.w..,.e .n+...,..rs...•••...,,,y.ws>.AM,wra.r+o,,MPIM yr- d,. .*nn Jr .r,' . :.,.. .•.�^ ._ • . o:yl�rMplM,phae' ........__-.L.-, _'...r. ':"..Y�'"t. "'�$MTMI'. .,, y^•. _ +awo4w..*ww?..,,t2,....tG:.w 'r.,+•s,.u. ,�+•.�, ,f.•• .. ... .. .xa�s...a„asau:•.r.r.Jw+.M..,m•e..arwirs e+,.aM+M.rs ::,�,.r_..*L •+n•'71.�.r.v.,r,.,..., Yfil� s 3l, s r e.. j9 FLOOR OR ROOF STRUCTURE 0000 POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 • \ a 3 w ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH 16 < ° � SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT CLIP s" MAX. STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER /� ATTACH STUD rRACK m �- : ADDITIONAL 112 WIRE SUPPORT AT ALL MEMBERS THROUGH GRID TO GYP BO PARTITION SEE PLAN v 8 e o 0 WITHIN 8" OF PERIMETER �� BRACE ABOVE « O =) 0 N LATERAL BRACING WITH APPROVED VERTICAL SOUND ATTENUATION HATT . SUSPENDED CLG COMPRESSION STRUT AT 12'-0" OC CA WAY � �� ASSEMBLY , 3" SOUND ATTENUATION AT ALL WALLS, TYP. *Co ///r.,,CO,JNTER,LOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ` . BATT LAID HORIZONTALLY .� c J \\ -• ABOVE CEILING 4'--0" UNE OF SILL AS OCCURS < "ATTACHED qb % 45 CENTERED ON ALL OFFICE 3 ti WALL" , �\ - - - AND CONFERENCE WALLS h a Id CUT TILE FOR TIGHT Jam- 20 GA 3 1/2" METAL STUD BRACING ALUMINUM TRIM PIECE "CEE" c a TO FLOOR STRUCTURE. AT 8'-0"/ FIT AT WALLS OC W 2 SHEET METAL " c c o W/ 1}/� RETURNS, FINISH �• A NOTE. FOR UNATTACHED WALLS PROVIDE A 1�/2 CASING BEAD USG 200--A -� SCREWS(AT CH END. BRACING �O MATCH WINDOW FRAMES c 1 ON TO 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP GYP BD EA SIDE (ANODIZED BUILDING ° ao / -- �--�.,,` y � TO BE PROVIDED WHERE DISTANCE STANDARD ° a -- DO NOT SCREW BERG 2 CLIP TO TRACK SOUND ATTENUATION -�'� � BETWEEN PERPENDICULAR INTERSECTING ) C ` TABLE MAX. LENG AT ALL OFFICE WALLS AND �''' WALLS OR HORIZONTAL BRACING O < o ''�-- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS " " CONFERENCE WALLS, TYP. _ BETWEEN WALLS EXCEEDS 8'-O" OC NEOPRENE SEAL M sic 1 2 DIA CONDUIT EMT 5 -10 _ MAIN RUNNERS AT 4'-0" OC METAL STUDS-� � � e � 3/4" DIA CONDl1JT EMT 7 -8 6'-0" MAX SUPPORT WITH 112 WIRE AT 4'-Ow OC OR 1 DIA CCtiVDUIT EMT 9 -9 `'�� .r-METAL STUDS � g 0 N N GYP BD EA SIDE c 10 = CONT ACOUSTIC SEALANT .. C o -- - WITH 110 WIRE AT 5'-0" OC EA WAY / c vi SGL 1625125-33 MTL STUD 12 -0 > a LATERALLY BRACE MAIN RUNNER TO 1-5 5"x20GA CUT TAPER OFF GYP EA SIDE AGAINST TRACK STOREFRONT GLAZING tD V �►! h J IL b NOIR STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 1625125-33 15'-0" BO AT WALLS WHICH NO SEALANT AT SIM COND SYSTEM � ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTI. STUDS 1-5 8"x20GRECEIVE FLAT BASEgiantA 1 2" MAX CONNECTION DEVICES To BE OF AN PERIMETER AND 2" FROM CRCSS MEMBER SGL 2505125-33 MTL STUD 13'-6" .��_._. APPROVED TYPE AND HAVE A 1801SECURE ALL HANGERS TO BLDG ^"-1 - - BOTTOM TRACK TO FINISH CAPACITY. ALL LATERAL BRACING BACK TO BACK 2505125-13 15'-0" CONCRETE SLAB FLOOR W/ POWDER DRIVEN WIRES TO HAVE A 2001 CAPACITY. STRUCTURE. TRAPEZE DUCT WORK MTL STUDS2-1 2"x2OGA U ANCHORS AT 4'-0" OC AND OTHER LARGE OBSTRUCTIONS d • N A ltR GTE In /"�SUSPENDED CEILING BRACING 2 NON-BEARING WALL 3 WALL AT EXTERIOR MULLION I ' NUT PROVIDE SEISMIC 2KRATIONNTS Agwi AT FLOOR AND SUSPENDED CEILING 3"=1'-O" 3".1'-0" THAN 2.500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. Z A. FINISH ENDS, TYP D. SHIM AS REQUIRED -- " Propct B. CONFIRM REQUIREMENTS E. ALL CABINET FACES AND DOORS PL-1 Lam'-' WCH LOCAL FOR ALL EQUIPMEt T/APPLIANCES (2) ADJ. PRIOR TO CONSTRUCTIO,v OF MELAMINE SHELF BUTS WALL. AS OCCURS CABINETRY _ T�ANT �APRONEA�ETVT ✓ C. ALL COUNTER TOPS, EDGES AND SOUND BATT AS OCCURS --SOUND ATTENUATION BATT BACKSPLASHES, PL72 GG�j -/� -GYP BILI AS OCCURS - 1�x -- — �� - GYP BD WALL AS OCCURSP-LAM FACES, PL-1 '=SW 4 Fes►. 'f DBL STUD AT JAMB TYP 7 M A6.i A8.1 rORTLJI�D,4" BACK AND - CEILING 25" P.L. TOP SIDE SPLASH AS �- OCCURS ALIGN W1 LOWER ` -- DOUBLE STUD AT JAMB, TYP TIMELY HOLLOW MTL KNOCKDOWN P-LAM COUNTERTOP AND� SPLASH, PL-2 FRAME, MATCH BLDG STD TIMELY HOLLOW MTL KNOCKDOWN R T FU WYAMA FRAME: MATCH BLDG STD • e - �I c*, (1) ADJ MELAIA[NE D, <N - 2h. - - • INSULATE EXPOSED SHELF. NO DRAWER OR 2161 d� t co - PIPES PER CODE SHELF AT SINK LOCATION OF ov O N N = _ _ — r-- SIDE LIGHT AS OCCURS ~ GROUP RIGHTS RETE Roos EQ 2 �-6 i -0 ALL RIGHTS RESf.RVED WITH 1/4- TEMP GLASS CLR -r CLR OPEN BELOW PER PL-f i' ' CODE THESE DRAWINGS ARE THE PROPERTY GROUP MACKENZIE AND ARE NOT TO BE RUBBER BASE USED OR REPRODUCED IN ANY FANNER, OL WITHOUT PRIOR WRITTEN PERMISSION Lx I :r r- -•' REVISIONS: 2 0 ' TYP INTERIOR Z s TYP INTERIOR DO®R a CASEWORK ELEVATIONSEC710N �� IS CLOSING ixV DELTA r47 COULTER Vo SHEET GIOSIt�G DATE JAMB SIMILAR 3"=1'-019 HEAD SIMILAR 3 O BREAK ROOM 216 1/4"=It-oft \41vTYPICAL 3/4 2" CLR. U.N.O. ADJ MELAMINE SHELF, TYP UPPER CABINETS, DEPTH � CEILIN CEILING SHEET TITLE: MAY VARY AS REQ'D, G 25" P,L. TOP SEE CASEWORK ELEVATIONS EXTAm AM U.N.O. Q / / 1'--5" MAX 4" BACKSPLA:SH, RETURN AT END WALL CONDITIONS - to TO I CONTROLS / _ in -- WRAP ALL EXPOSED PIPE PER CODE T DRAWN BY: KMV z .0 4, 6'-0" 5'-8" CHECKED BY: S8H/TF I SHEET: N I OPEN BELOW PER CODE 16- 1 04 A891 d JOB No. 207 .21 g CABINET SECTIONELITE ELEVATION �ioDOOR ANCA RELrl 'lc ELEVATION �-- Ag•i TYPICAL 3/-490 10 cV w O OFFICE 304 1/4"w 1'-0" O OFFICE 304 pERMrr SU' 07/23/ 0C*? S 7 21\MCH\21_48.1.0WC 3µv 07/23/08 08:38 1:08,06A .. ... ... .....'to.....�,-r7pllsiv. .. .r. �'� ` - p aa-a..r•4xe nr . _„ . w1Vs. 1 :l ,-;...'« ,; .,, - .•.. ' . � .,.r seen', ,«,e• .;r�p,�pr{3r ,.:n}ar-=rztr _,:•na•r. -(Rer x -rxmrs:r gip. •-.��...,,. �--..w, -. 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