Loading...
10250 SW GREENBURG ROAD STE 217-1 •1: el 'Alt OFFICE OFFICE a� o, OFFICE OFFICE OFFICE x 207 208 I - -- m ; N 2U4 2U5 206 1 h� U 10 1p r. O OFFICE - f 07a a I - - - -- - - - - — - r +. v c 2U' "f i _ ;? Cd ; + a J "R204A C�06' 209 6 �- - - ' - ILL 2036 �03A 1 J 210AI 3t __._ ,202A �� 4 l � + + I i � ti 212A co 202B BREAK I RECEPTION M p ; c r COPY 202 201 I OFFICE AREA OFFICE j .r + i + + ` { + > M 0 212 211 II r 210 + - eg r 11. rA 2 0CLc — — —iLL 0� - 01A 211 A T T— -- i I W + L EXrT EXIT a ca "C ' r_ = ;? -v 1 aGo cco CM fir _ PARTIAL SECOND FLOOR PLAN i _ � � � � o A2.1 l/,'3r—I �'"`� 2 REFLECTED CEILING PLAN �- A.2.1 ,/�..`1._0„ len+ INDEX OF DRAWINGS GENERAL _NOTES_ Fie' Equity Office A2.1 PARTIAL SECOND FLOUR PLAN, REFLECTED CEILING PLAN, KEY PLAN SCHEDULES AND NOTES A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. D O O R S C H E D U L E A8.1 DETAILS B. WALL THICKNESS APE NOMINAL, UNLESS NOTED OTHERWISE. DOOR DOOR DOOR FRAME HDWR 1 C. SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-0"t (EXISTING) AFF, UNLESS DOUR OPENING SIZE Ir-f—HRT-TY—PE] MAT'L FINISH MAT'L FINISH DETAILS IG O PI RATING COMMENTS SCOPE OF WORK NOTED OTHERWISE t 201A -1- 3'-_0"x7'-0" EXISTING DOOR D. FOR SEISMIC 13RACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT - -- ----- - 202A___ 3'--0"x7'-0" EXISTING DOOR _ Project t ----- ___ .___ _ . --- ------ -- - ____ CASCADE MORTGAGE THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT fMPROVEMENTS SEE DETAILS 1/AB.i. 2028 3'-0"x7'x0" EXISTING DOOR _ _ _ _ - j ii POR AN APPROXIMATELY 2,110 SQUARE FOOT TENANT ON THE SECOND FLOOR. E. CENTER ALL DOWN LIGHTS, FIRE. SPRINKLERS HEADS, SMOKE DETECTORS 203A 3'-0"x7'x0" _EXISTING DOOR_ _ - _ - - 1 �� 2T7/2V AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF 2038 3'-0"x7'x0" EXISTING DOOR - - 1 TENANT IMPROVEMENT 2x4 TILE, UNLESS NOTED OTHERWISE. 204A--21( 3'-_0"x7'x0" EXISTING DOOR F. COORDINATE ELECTRICAL_ REQUIREMENTS WITH TENANT, ALL ELECTRICAL. 211A - 3'-0"xTxO"_ EXISTING DOOR DESIGN DATA DRAWINGS WILL BE BY DEFERRED SUBMITTAL. 212A 3'-0"x7'x0" . 1 FL SC S - FF 3 A8.1 H-1 -- 2 G. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION -- 4 L W*LN CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON HARDWARE GROUPS: A&R 10250 <M C*EENBWGi RI) Y1AIL9�� — P�7R'TL.AND,C1R OCCUPANCY- B LATCHSET F75 GRADE 1, GOVERNING CODE: 2.004 �JSSC H. ALL INTERIOR WALLS TO GO TO UNDERSIGE OF GRID UNLESS NOTED OTHERWISE. H-1: PASSAGE EXIST EXISTING HG HALF GLAZED Cf NSTRUCTION TYPE' TYPE I-B 1. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING BUTTS, SEAL, STOPS FF FACTORY FINISH P PAINT ' Tr_NANT AREA (APPROX): APPROX. 2,110 S.F. STANDARD UNLESS NOTED OTHERWISE. FL. FLUSH i STAIN r OCCUPANCY LOAD: 22 J. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE:. SITE VERIFICATION HAS BEEN DOOR SCHEDULE COMMENTS: , �,- 1 �� FL/R FL, SH WITH RELITE SC SOLID CORE WOOD ,�. I('fj PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED. 1• EXISTING DOOR -AT EXISTING FG FULL GLAZING � ,�I�� �Jf� ONE REQUIRED EXIT, TWO EXITS PROVIDED (OBSERVATION IS LIMITED i0 VISIBLE/ACCESSIBLE AREAS). CONTRACTOR TO FIELD RATED CCnP.ICC�Ft HMK HC,LLUW METAL KNOCKDOWN �7 J �' ► 1�►�f'a'YS'c'� cr F �,F+'.�'.; ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE K. AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT.I< 2. RELOCATED DOUR �•, . FURNITURE IS SHOWN FOR SCHEMATIC PURPOSES ONLY. TENANT OR TENANT VENDOR TO e BUILDING IS FULLY SPRINKLED AND HAS NF-PA SMOKE DETEC�7UN THROUGHOUTCONFIRMBUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. DOOR SCHEDULE NOTES- WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETI' BACKUP POWER L. LOWER VOC PAINT SYSTEMS TO BE UTILIZED, 7O INCLUDE PRIMIERS AS WELL A. ALL, DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AS FINISH PRODUCTS. AND/OR REPLACED 70 BE IN COMPLIANCE WITH ADA O! M. LIGHTING SHOWN FOR SCHEMATIC PURPOSES ONLY. c N. GRID LAYOUT AND RELATED DIMENSIONING AND SEISMIC AS REQUIkED. AESTHETIC PLACEMENT AND GROUP MACKENZIE 2006 .' _ B. ALL DOORS, FRAMES AND HARDWARE TO MATCH DEFERRED SUBMITTAL O � CONFIGURATION OF THE SEISMIC JOINT TO BE COORDINATED WITH THE ARCHITECT. TENANT BUILDING STANDARDS. c OSSC SFCTION 106.3.4.2 (by separate permit) 0. THE SUSPENDED CEILING DESIGN SHALL COMPLY WITH OSSC 1621, CISCA - GUIDELINES FOR SEISMIC RESTRAINTALL RIGHTS RESERVED------- - THESE DRAWINGS ARE THE PROPERTY Of FIRE SPRINKLER NOTE: DESIGN BUILDERS FOR M.E.F. AND FP. ARE FULLY FOR DIRECT-HUNG SUSPENDED CEILING ASSEMBLIES - SEISMI'C 3 & 4 AND ASCE - 4MERICAN SOCIETY I HD �� GROUP MACKENZIE AND ARE NOT TO BE & ALARM RESPONSIBLE FOR THE DESIGN OF' THESE SYSTEMS/COMPONENTS. OF CIVIL ENGINEERS - ASCE 7-02 E U L E USED OR REPRODUCED IN ANY MANNER, -r--- -- WITHOUT PRIOR WRITTEN PERMISSION MECHANICAL THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC FLOOR BASE N. WALL E. WALL S. WALL W. WAIL : LILING _.__-________. -�� i CEILING �.----- _-- ELECTRICAL ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE KEYNOTES NOM ROOM NAME MAT'L MAT L MAT"'L MAT'L MAT'L MAT'L FINISH REVISIONS: ^ PLUMBING COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO FINISH FINISH FINISH FINISH FINISH FINISH HT MAT'L COMMENTS z -- - -- ----------- ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL i. ALIGN NEW WALL WITH E):IST.r;G WALL 201 RECEPTION EXIST EXIST EXIST GBP EXIST r EXIST EXIST EXIST v)a RewsloNs REvl510N DELTA ' --- —� —-_-- --- - » THIS CLOSING DATE -- 202 BREAK EXIST EXIST EX;ST EXIST _EXIST EXIST EXIST EXIST WwSHFf 1 2- RELOCATE DOOR AND RELITE TO NEW OFFICE (212) �o 3. RELOCATED DOOR AND REL.ITE, SEE DETAIL 3/A8.1 203 OFFICE- EXIST EXIST EXIST EXIST EXIST EXIST EXIST I EXIST ADA IMPROVEMENTS 204 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 4. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT VENDOR TO 205 OFFICE EXIST EXIST EXIST EXIST EXIST EXIST EXIST _ EXIST _ CONFIRM BUIL F CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUTS. VALUATION OF WORK = E1,7�1p 206 OFFICE _ EXIST EXIST_ _EXIST __EXIST EXIST EXIST- EXIST_ EXIST 25% VALUATION FOR UPGRADE _ $425 5. EXISTING CABINETRY AND SINK TO REMAIN 207 OFFICE CPT EXIST _ p p_ p P EXIST --- ADA UPGRADE REMOVAL OF ALL 6ARRIERS, UPGRADED MISC. 6• EXISTING GLASS PARTITION TO REMAIN 208 OFFICE CPT EXIST ___P p - -p_ --T----- EXIS TING SUITE 217 - -- 209 OPEN _OFF CPT EXIST HA WA E r - - P-- -P- P EXIST �XISL_ --+ ---+- _ -`—EXISTING SUITE 219 210 OFFICE _ CPT EXIST --P- P _ P _ .._ P EXIST E IS.T 211 COPY AREA _ CPT__ EXIST P P P P EXIST EXIST _j LEGEND r-- 212 OFFI EXIST EXIST GB/P ,KI EXIST GB/F E X ST EXIST FINISH SCHEDULE NOTES: ,gBgRE1/j_A710NS; I SHEET T'Tl_F- EXISTING CONSTRUCTION TO BE DEMOLISHED A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET PARTIAL SECOND) TO BE COORDINATED WITH OWNER. EXIST EXISTING R—OOR PLAN, B. PATCH AND REPAIR ALL EXISTING WALLS 'WHERE GB GYPSUM BOARD REFLECTED -1 T 11 T IEXISTING WALL TO UNDERSIDE OF GRID AFFECTED B•.' NEW WORK. PAINT NEW WALLS. P PAINT � NEW WALL TO UNDERSIDE OF GRID, SEE 2/A8.1 � C. PROVIDE NEW PAINT AND CARPET IN SUITE 219 10 RB RUBBER BASE CEILING PLAN, AREA OF WORK —� MATCH EXISTING SUITE 217 VCT VINYL COMPOSITION TILE KEY PLAN, EXISTING THERMOSTAT SCHEDULES r EXISTING OUTLET AND TELEPHONE/DATA -� AND NOTES FIRE EXTINGUISHER 1 DP.AWN 8v MRR EXISTING LIGHT SWITCH EXISTING OLIADRAPLEX OUTLET �---•t CHECKED BY: SBH, JRH -----} SHEET: EXISTING CEILING GRID ' nFFFRn�,n . ' EXISTING 2'x4' LIGHT FIXTURE TO REMAIN _1__ O�T�C Fire 5pr(nkler (keapancy Type �� Flrr Ainrnl �. A2.1 Urcupancy Lund � Mcchanicsl .�'i +' EXISTING SPRINKLER HEAD _ Constnictinn Type 1.�1 plumhin� Rated Corridor FleettleM d y` UGI(; - �yy EXISTING SUPPLY/RETURN VENT TO REMAIN 3 KEY PLAN EncrgyCnde '�"';]��' Tns�aEnginerrins - ._. Accessibility :.G'3. phnp[kawfn`f �. � r /vA 0 Svri CGAf" 1t6JRG ISG, t7� � J013 NO ZOZVa�.03 /�1"�.1 SECOND FLOOD NTS Other J" � I-h- 06 - E PERMIT SET: 01/09/06 a. OFFICE C�pY 02095303\ARCH\03-A21DW. NT 01/10/ae 1739 1 /� �,�.�„;u;r,...,� :: .r;km.gx:w,rz'dar.5.•rMtrk:Mtva.4r>i;d°.:r .i..,.,.,, xy_ ,r, CIn . I SII I IIII�IIII IIII�I I ililllill HIM III 1111111111j!1111111111111111111111! 1111�11111!IIf�IL"M1{'�IIII Il ii!IIIIIIil�lill ' t;n�iirin;� �' '�, �" LEGIBILITY STRIP 1 l 1 Ipmm"1[T I " / 8 >'� 10 1 1 I2 1;3 14 I8 117 Ie 19 20 21 � - 2- 22 c3 24 �5 26 � 2t3 25' 3'• I I $ 40N 1 041 08 01 � J, a ,► I Int�t1 .1IIItrisI �IJ,il��.��: t�.I.i 'I. ail1.1X11i�.►1�J�I�1��.cJ.�l ��J.�l_�I.,:��IIJ.���i.►1111.�1� >lai.�111�.,cl�J�f.�!�,1i.L►��ll.11!�{.1III�I!!�.�a�;!_I�1l r.�1.1i..11ltlilr_ ,a!I,weKr�r•r•.-,., 1 i I af,�•;r,y,i �r .I n.. -1.... t ., _ r yy ,,• r,- v+ .. r .....:':' Sir^ �' � � �� 1# ��� +^!iMi1!A�r494WMritt. . .,wr..rudece y, mw•w. rM, ..r,a.;- x_a s.........wr.Jnrotrr c-E....., .... .. ..... :; ._..:.. A FLOOR OR ROOF STRUCTURE -- POP RIVET RUNNER TO WAIL_ ANGLE OR PROVIDE STRUT > ) ---- SOUND ATTENUATION BATT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER x AS OCCURS t — ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS 1 --- GYP BD WALL AS OCCURS < 0 WITHIN 8" OF PERIMETER �� ATTACH STUD TRACK ) rw _oj ui y -- LATERAL BRACING WITH APPROVED VERTICAL STRUT \,\ / THROUGH GRID TO _ ( a m 't• m v / AT 12'-0" OC EA WAY � \ i� BRACE ABOVE .t r1 at en i - CO"NTFRSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB SUSPENDED CLG �' 04 C m o ='� 0 3" SOUND AT �` = ASSEMBLY v \ BATT LAID HORIZONTALLY r)UUBIE STUD AT JAMB, TYP - ABOVE CEILING 4'-0" a s J CENTERED ON WALL Q FOR STEEL DRYWALL FRAME np WHERE NOTED. r- i OO CUT TILE r OR TIGHT - 20 CA 3 1/2" METAL. ST1J'D BP,ACING a TO FLOOR STRUCTURE AT 8'-0" FIT A r WALLS __,Z � CASING BEAD USG 200-A OC W/ (2) #F SHEET METAL = n too rn J `J U f- �� C C b SCREWS AT EACH END. BRACING �- V) c° •5 C" `n -�- GYP BD EA SIDE (f TO BE PROVIDED WHERE DISTANCE o v SOUND BATT AS OCCURS, m : _ BETWEEN PERPENDICULAR INTERSECTINGal m r. �-- CROSS RUNNERS FIT BETWEEN MAIN RUNNERS SEE PLAN FOR LOCATIONS, WALLS OR HORIZONTAL BRACING (7 - IF APPLICABLE ---- MAIN RUNNERS AT 4'-0" OC BETWEEN WALLS EXCEEDS 8'--0" OC A 6'--0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR METAL S11JDS- - cd C-5 lig WITH X10 WIRE AT 5'-0" OC EA WAYGYP BD EA SIDE �� METAL STUDS _ -� , -- -- LATERALLY BRACE MAIN RUNNER TO V 0 w 61 (\I CUT TAPER, OFF GYP CONT ACOUSTIC SEALANT w o ::j a :. NOTE STRUCTURE AT 12' -0" OC EA WAY. BD 4T WALLS WHICH �j EA SIDE AGAINST TRACK ?' :. �Y j r BEGIN BRACING WITHIN 6'-0" OF RECEIVE NO SEALANT A7 "�' 4J ALL GRID MEMBERS AND ECE VE FLAT BASE ) SIM COND BUTT GLAZED SIDE - ---- -- CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER1/2" MAX - \�l LIGHT AS OCCURS Ghent 1/4" TEMP GLASS APPROVED TYPE AND HAVE A 180 SECURE ALL HANGERS TO BLDG — �—'--- BOTTOM 1RACK TO FINISH CAPACITY. ALL LATERAL BRACING STRUCTURE, TRAPEZE DUCT WORK CONCRETE SLAB I FLOOR WT POWDER INISH WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS FLOORANCHORS AT POWDER RI rl_`� SUSPENDED CEILING BRACING o 2 NON—� r C II if ["J'quityOffice s DARING WALL Q 3 JYP INTERIOR DOOR A8.1 NTS z A T FLOOR AND SUSPENDED CEILING _1 _p A8.1 - W X8.1 HEAD SIMILAR z CASCADE MORTGAGE SUITE 2T7/2V TENA14T IMPROVEMENT i 4 L"---(" 10250 SW CFEENBtJRG Fid PAR'TLA D,OR i or O CROUP MACKENZIE 200E ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE i USED OR REPRODUCED IN ANY MANNER, WITHOU-i PRIOR WRITTEN PERMISSION REVISIONS: 2 REVISIONS RE.JISION DELTA >_j THIS CLOSING DATE a a SHEET 1 — 1 I M / — I a s T: —...._..-,1 f- SHEET TITLE: DETAILS f DRAWN BY: MRP CHECKED BY: SBH, JRH SHEET: A8.1 JOB No. 2020953.03 PERMIT SET: 01/09/06 O:bY luf P-1 N r,+ n9 f DMS• ucrr• .1 vinh n '„ t on n1r• .. .......' .... ,. � a..n..18NbiA'.ar,:rwa',./wa�fR1\Yti:ualwuwna:.y+i: ,...r-,r„r•., .:a.,r.a'!•v.„x,y7N,.k' - ,..,. :._ Cm 111+1111 Ilfl�ill,I'IIII�NII IIlI�L'I111111�INIIil�llllill�lili�llllllll�Ilii�Illl�llllltlll !IIl�IIII�IIII�IIII In1)lill IIII�Itll�llll (fWillil'1 I!!I iil II"1 1 ,'iti lili i� illiili ii LEGIBILITY STRIP11�� 1 I I I Alii. 10 mmICM 10 1 1 12 13 14 I I'S 17 18 19 20 21 22 23 24 25 ,_6 17 2E; a , 5IOI01�1OZ jj, 1 07 , ,,, ., ,. "1�9'�'�I�I�Y'MIkI1�fCA'RI�;+d4N`V0.YC:.'. E,#K..'d4#+u v.,2�+ ..c. _ x •.r r�� p''�•` , ,� .. '•N:qu ry iMH4• -Wq.11P11F'•R Y14.F .& ,.' 4 rca,J4.t', J, Y... -:'.. .i v. ..-.. ... '... ..: .,. 1. .' „_. :. .. ..... .,... .. .. .. . .. .. .. .. .. .._ ...... . -1 ,. -:i” ,, '"� �!"I!.T,.. .... ,. '�i� 'nR'.t"��� (/%�Nl�l xY .AIF I'! d11'lh7k a n ...n ..x..,v.r.. ...a, .::. ...., _, ..,.....,:. .. . ... -. .. r,•i' .. .,2AIHi..Y.•' !..`yl . ,