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Plans (21) BU P2017 - 00036 _ I 5I 4 - 3 I 2 I FOR TEMPORARY NOTE: AND PERMANENT 1. G.C.TO PATCH AND REPAIR (E) FLOORING OF (E) RR RR (@____Q TRENCH DETAILS pp REMOVED/RELOCATED FIXTURES NN MSM SEE DETAILS 2/A2.0 2. G.C.TO VERIFY ALL DIMENSIONS INDICATED ON DRAWINGS ON SITE f • AND 3/A2.0. PRIOR TOH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO ARCHITECT IMMEDIATELY AND PRIOR TO CONSTRUCTION. 3. G.C.TO COORDINATE REQUIRED FINISHES ON SITE FOR PATCHING AREAS OF WORK. REPLACE ALL FINISHES WITH FULL SEGMENTS.NO PARTIAL REPLACEMENT TED. LL TIAL I I SEGMENTSE EPLAFFECTEDEMBY DEMOLITIONACCEPANDREMOVE REPLACEAPARWITH FULLFINISH. I I �� - - - - - - - - - - - I - - 37.7 EIUI M. t'? iiling - imNimimmimnnm1-_i..l.._•.i-mi..iiE =..„.` , O mN.tcaf • -,, G.C.TO REVIEW SUBFLOOR STRUCTURE,SYSTEMS,AND SERVICES PRIOR TO .E,..m CONSTRUCTION FOR CONDITIONS PREVENTING FLOOR PENETRATIONS -�-- ; „ ■� I INDICATED IN THE CONSTRUCTION DRAWINGS.COORDINATE W/ONSITE aim 8 AND WITH LANDLORD'S REPRESENTATIVE.CONDITIONS PREVENTING ��- """"""" �•"•"-�• -'��'��""^- -- OFFICE ELEC. RM. LAYOUT AS SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE I r•- -illi �■r� E rtr�rrrrrt■ --' rtrr■i ■� - * TENANT'S PROJECT MANAGER IMMEDIATELY AND PRIOR TO FRAMING. I I P-2 VCT-1 NONE VCT-2 J l - ACT-1 B-2 OPEN - STOCKROOM - - P2 vim, SEPHORA . D OPEN B-2 . 1111I I 0 1 - I - - I I 525 MARKET STREET, 32ND FLOOR r 1 >s a wi 1 1 1 1 1 1. 1 ... .. .-.- ... - - . ... . . . . ... . - - ....:;: .. SAN FRANCISCO, CA 41 5 l 1 :: SALES AREA m z ALIGN ALIGN 1 L. . . . . . N I!:1]1 •q H : 2 7 P :,ZL,1 HHH ]1::E .!L: L: ;. :.:]E.: ]! 1. H. ...: . . . ... . .: : : :.: :: : :: : : : : . L:: FIXTURES P-2 PT-2 - U S FIXTURES :: . .• :: : : : : . . . ::: . U S • • • • v linndanielsJ I Pr • • 1 1 n 'Fp ISI A A C H I T E C T S *L- ;; _ 'k fillir i r ::, . : : .: j t I4II - I: :;' -. - - - ..' :1::;' 7 �' [ • t i I t.. .; I : t • t w i 1 : • 2145 Ford Parka Suite 30 Parkway,I :.:.:. .:.:.: . .: . , , ' : :. . .� - .. ::. . i . :: {,i : ` :::::: I : .:`:'.: :: ' E: is • . ii �: :- - `: I PH'L 51 38 38 38 38 il -� __, 1 `� --k Saint Paul, Minnesota 55116 ._� 36 MIN. _ mWO i 411_.. .7::: . .0,,,„,„ r i i 1 s RELOCATED F01 1 ELEC.AT651 .690.5525- t f�nn nl I . rn • : : : : . . . .: . . www. ' da e s co - EF R t FLOOR R E L ,LAI TO ELEC. : : ::: ::::: :: .:•::: . . .:: : : .:LH H HH] : .: :: r : : .: :::::: , ::: . H: :H: ,: [. . Z H : :1H11. 11111 li: 1111 A A A fA • Ai. } .::] r DWGS. FOR e to MORE INFO. . . ... ... .. . .. . ..... ...... ............ .... . .. .. .. . ... . : : : ::; 1 OFFICE .. . . . . .... . . . ... ... . ..: : . . . k_-- ��_, ' k_e_ -tea : .:•1---1,C--�. : ,e +E _ lans 7 1 V v -El: RELOCATED RELOCATED RELOCATED • �- d ' zo v I I : I REs - _-ci- in7777.77777t77• • • •II .:11:sr E3 pp FIXTURES FIXTURES Date ,L +I N Ct OF AREA � I NEW SKINCARE pE51GNATEb FOR S C \ rrre a .`s'r r e' ' vV S ::::: � 3z, �s � ,.....4,..-... PLUMBING ► ..... :.: : .-. • lh . .. . 7'07 il - - - - - - „•..r• - - - - STUDIO 3.0, INSTALL - - ►, - - - - - - _ - '7' 3:414._ .13 10 3 _♦ PER VENDORS RSCS. e.��• es���4. . - . . - 367 7. ►♦♦.♦- 614♦,. . ''.<.-..-..-�>, _ SEE ELEC. DWGS. • .... . . • . . . • ... . . . . . . . . .. . . . . . RE\TJsJOJ rC ill 3± . . . . . . . . . . . . . . . . . . . .. . . . FOR POWER RE s.in .. . . . . .. ...1:,.......' c1- 48"m/N. .. ... ._ : , RELOCATED - L w f ii ..... . . . . . . . . . . . . . . . . . . w - - ELEC.AT :: . ' . 1 . . . . . . . . . . „ • . . . . . . _ . . _ . . • • • • . . . . . . . : : : : : : : : : ... ......... ...... ._ ....: , : : : : . :.. . .. : . : FLOOR-REFER . I - Mal � © . to ': ,�- ,.: 1 TO ELEC. A . NEW J BOXES __ O I DWGS. FOR - IK9,11►ee LL tL . . -.-.. . .-. " " 1 V . . . . .. .. .. _ . . . . . . . . . . . . . • • . • . . . I , 1 . .. . AT FLOII OR I • ::::::::, : •:::::H::: ::::, : :H: H: 1.. : p I ..... . . . . . ,.. , , , • •• ••• •: : : .. .. . .. : : : : :• . .. : : • . , . . . . . .. .. , : , . . . .. . . . . . . . . . . . . . . . .,:•., .:: . . . . . . . . . . • • .J' . „ ... . . .. . . I • ,•,.,.,.,.,*,:,. . ,•:., , ,: ., . ... ,... ...,... ,,...,.:,.." .: :, •: •, ... ... .: .:...,,. , ..., ,. .. .. . . . . . , , ..: ..... . ..... ..: .. • . . . . . . . . . . . • •.. •.... ,•• • . 1 1 0.4i_ MORE INFO.6 J . . C pir 7DWGS. 1tiff 1A2+0 E 7 1ik\ - - • - - • • - • ••• •Icy. 1 • • • • •- • •- • •5' b_ 5'-b_1 F:=d..: ! 7i! : :.H IIrg + i ,r7-2 3`-g" •4 MIN. a 64 MIN. ► I 4'-6" 1 r� 1 I -J sr III ❑�C • -.-. r- - Aii,4 ,.., NEW SKINCARE LINEAR TREND WALL :' . . �. .� :: : :: '. : : ': : �. . • • • • • • • • • I ,r I II INSTALL PER VENDOR'S RECS.SEE - en um 5 8_ 1 ll 5 8_ EQUAL - - ELEC. DWGS.FOR POWER REQS. ALIGN EQUAL - • • • • • • • • • • • • - FIXTURES io ..4141 �r NEW SKINCARE LINEAR,INSTALL '. .M-N1.117 .r � PER VENDOR'S RECS.SEE ELEC. I DWGS. FOR POWER REQS. t • • :�::: • :.... :• :. I: '; t:: E 3 is 1::: • F • 1HH :::t • � :. : I r + + + r + + a { J; ::;: + + + + a + + + + Tar+Tar+Tara+++++ :::f - H + • T + T + + + + + IIaI • s �t - - 1r �� rrr11 '.';. f - t.-:- i.::. T::•"` �`:'k- ` - E i 1- < k! 1 1-.: : E-• w- _ ' 7 i E 1: 1 l I :.E . . . , "" . .,..... ,... .. ..i. :'l i:: . i: HALLWAY • • STAMP I ,.., g.�r. r.P-I 1 I � j : : • • • I: i_I. - I 11 li ' 1-'; :. z ; _; ;,,: ; ,:.;; ,, . .„ . ..• . , .: .. . .:.....'..: �I () BREAKROOM ,, ,;,,� III 1j1U1 P-2 VCT-1 I I • • • D C- OPEN B-2 C WII .11 P7MI I J �� r i REBECCA L 1 TLT. ROOM � � :i. • � J ,� OLSON y P-2/FRP VS 1 MI 1: :::%') P-1 - I Ery i i SAINT PAUL MN • E. _I-_ o i '�, Luse#6696 `, '44 - - -- '--- • t�art� r e r r :: ::-1... 1 t 1 I_ i i ro I�1 11111, 35.7 - ti n . r r • • 0 , I I I I B i O �. I I I I DATE ISSUE DESCRIPTION BY CHECK B N 01.12.2017 100%CHECKSET MAH MWH i_ 0 01.23.2017 LL/PERMiT/BID MAH MWH/ RLO JBQ/ A 06.01.2017 SITE REVISION KDI RLO 17 FLOOR PLAN RLQ 1/4"=1'-0" 1. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD ALL NEW SALES FLOOR . + + + + + ' CONDITIONS. + + + + + + 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. FINISH TO BE INSTALLED IN .+.a.+.+++}+; NEW FIXTURE FULL SEGMENTS.PARTIAL # # + a + # r r + • 3. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED WALL (GWB) UNLESS OTHERWISE NOTED ON SEGMENTS NOT ACCEPTABLE.REMOVE f / /7., 71.04 PLANS. EXISTING FINISHES AS RELOCATED EXISTING CC PLUMBING - 4. ALL MANUFACTURED ARTICLES,MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, REQUIRED. / r FIXTURE - �, 52.35 18.69 / CLEANED,AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS OR INSTRUCTIONS. FLOOR FINISH TO MATCH - PROJECT LOCATION: (2) LAYERS OF 3/411 F.R.T. EXISTING-REFER TO PLAN 56.53 10.00 5. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE OWNER. PLYWOOD AND FINISH SCHEDULE EXISTING FIXTURE TO REMAIN / f c WALKING MAT AS WASHINGTON SQUARE 6. UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENT,TOOLS, CONSTRUCTION CONCRETE SLAB INFILL; 10.00 ELECT• EQUIPMENT, MACHINERY, TRANSPORTATION, PERMITS AND OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY REQUIRED-COORDINATE MATCH EXISTING SLAB '� EXECUTION OF WORK. WITH TENANT . THICKNESS •• NOT IN SCOPE OF WORK 9585 S WASHINGTON PLUMBING LOCATION STEEL Z-METAL CHANNEL VAPOR BARRIER PER • SHOWN DASHED 7. THE TENANTS CONTRACTOR WARRANTS TO THE OWNER AND TO THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED NC1 UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORKS WILL BE A5 SPECIFIED AND FREE OFDEFECTS. / AS REQ'D. LANDLORD ►♦♦♦♦♦ SQUARE RD ., SUITE T-07 LI, SPECIFICATIONS .....• 16" {MAX.) ♦.♦♦♦• \ \ \ ( \ VERIFY •r♦�♦♦r♦re• ci I 8. FOR ALL FSC-CERTIFIED WOOD MEMBERS REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, PROVIDE PRESSURE IMPREGNATION •....♦ EXISTING COLUMN PORTLAND, OR 97223 w \ �` \ WITH FIRE RETARDANT CHEMICALS TO PROVIDE UL PRS FIRE HAZARD CLASSIFICATION,ALL WOOD SHALL BE IDENTIFIED WITH A UL 4'" AS REQ'D. NNW= ;�;;';�;�; O .9 \ LABEL CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. MIN. 16" (MAX.), MIN. z i y/z RELOCATED EXISTING AREA: 4,537 SF 9. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRING TO HAVE METAL CORNER BEADS SPACKLE AND SMOOTH. • a // ,F POWER J ! Mil r E E i a SEE ELECTRICAL DRAWINGS. a ., 10. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS &STRUCTURE PARTICULARLY WHERE PENETRATED a d a o SHEET TITLE; S �' \ O ( - 3 � � BY VARIOUS TRADES AND SERVICES. e ° d � - - - L_ E i E E t / /i/!/! • ..,,-9.y.��..f...�..�. ..- ...a�._. ....,..v,.. .. .,%.,. NEW WALLSSEE 13/A7.4 ^? 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMISES TO INCLUDE BUT NOT LIMITED TO /�/: ► .•,:�� �,=�:-�. •: r `�`����`��`���`� FOR STUD INFORMATION NEW WORK PLAN �n FLOORS, MILLWORK, FIXTURES, ETC. ' �j�� �•_.,:*���''•�.�if.�. ./,�s.i�+N►•�����+����! •;',+ ��ai P` �- . 12. G.C.SHALL SUPPLY &INSTALL PROPER AND ADEQUATE FSC-CERTIFIED WOOD BLOCKING TO SUPPORT ALL OWNER SUPPLIED AND /►� �ri/��%�ri�%.� % ..�+- i����•�r�t. .-'�i .�i C� MWC APPLIED &INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS.IF REQUIRED BY CODE AND LOCAL BUILDING � �, rI'-.._� „__ ,,, _�.__ �,_„�_ „�_ - w �Cr� �C'11 r�rC %�Z�%rr� C� ;�%�Z I rJlrr r�C � /si � � FAE R KIor rrerlokee%4iirr Efr.r1,0k �, \ \ OFFICIAL,SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT. �� ��r�'J ,�J� ���r��r���r f ��.��•�r J� ��,i►���• r �,`► �� .„0.,...9,1,00,07..„9,04s.,rJet" 'rr4'„r J� �''a �'r $192 rort �J�2.+4ft,P .,4 r� �r� Oa/' / -K rArICA� 1 11 �ri /eFwir r/ nF 1 #4 � i r4i/e 46Tko f CA�Zr, rr1r a PROJECT NO. ? Cd �r 'vJ������ `C�l;c��ir �y� f��i �r�J�t%��i: ��r�'��'�r'r ��' �:�r�'�!�r� 'r0��1'�ir�r� r��.��� ,'�1r�f� �'y/'�''ii%'i�r 1 50.50 3.70-\ 16.84 �° "' 13. G.C.TO PROTECT TILE FLOORING FROM DAMAGE DURING FIXTURE DELIVERY AND INSTALLATION. � C��i'r� �����/ ,!�r�r�rf� i%6Zr r'r�e' 00104041.414F ,1 C�'rr0 `'*100LO 'l jarep,�r O� %*/% F�0k4g;�i41Wr�r / Porr �ry �p��'406.0r 0f Gaeot Areto#01r e�6744.3 4err ,�C.rra�•fir �C'�' �..�.lrr ° > + e' ►►'S.rr �/ �� �'�►s��.rr �,rr SCALE: AS NOTED ;�„j0.R�.A' % :%�rJ . �ei4/*' 'frog yr r j etkerryi rre rj�� r� � , �%�����r�Ji J i r J ram J r''� �e�s'? � � � 14. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE,SWITCH OUTLET COVERS, ETC.,AND REINSTALLATION OF SAME P r ► P r r r f r 1� �r, AFTER PAINTING. DATE: 01 .23.2017 PROPOSED ALL DIMS. NOTED ARE IN INCHES. COMPACTED GRAVEL OR ALTERNATE LOCATION G.C.TO OBTAIN CURRENT SKINCARE 15. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY G.C.THE COST OF SUCH RESTORATION SHALL SAND CUSHION TO DRAWN BY: MAH FOR ELECTRICAL STUDIO SHOP DRAWINGS FROM BE BORNE BY THE CONTRACTOR. MATCH EXISTING (V.I.F.) SEPHORA FOR REFERENCE PRIOR TO REVIEWED BY: MWH / RLO CONSTRUCTION FOR PLACEMENT OF 16. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE,ADJACENT - ELECTRICAL AND PLUMBING SERVICES. FINISHED WORK, FLOORING, ETC.IF APPLICABLE SYMBOL DESCRIPTION SHEET NO. 17. G.C.TO PROTECT UNUSED AND EXPOSED FLOOR BOXES WITH A COVER PLATE. - 16 SKINCARE STUDIO - ENLARGED PLAN 9 GENERAL NOTES 3 TRENCH COVER (SALES ) 2 TRENCH INFILL DTL. (SALES) 1 LEGEND A2 0 0 1"=1'-0" NTS 1 1/2"=1'-0" 1 1/2"=l'-0" NTS I 5 I 4 I 3 I 2 I 1 v3.0 (10/01/2013) I 5 3 2 FULL HEIGHT WHITE GL-2 PANEL @ /\ WAlik EACH FACE OF COLUMN. EDGES \ V TO BE POLISHED. SEE COLUMN ELEVATION ON DETAIL 6/A7.4 FOR TYPICAL LAYOUT SEE PLAN GL-2 r 0 LINE OF CORNER TRIM @ - r GLASS BEYOND. ! ,.�,. ,., +�2'-0"A.F.F. SEE DETAIL 9/- 1 SEE PLAN FOR PARTITION TYPEB.O. _:.B.O. (E) CEILING -MOLDING-STYLMARK FINISH WALL,SEE PLAN & #420068- #120 FINISH @ — — ELEVATIONS TRANSITION OF GL-2NourJ mei STYLMARK #420107- STYLMARK #420107-'J' PANELS AND ACCESS PANEL (ALL SIDES). MOLDING •' 0 MOLDING AT THE TOP- #120 t ANCHOR TO FRAMING. 1/2'THICK CORIAN WALL BASE FINISH FINISH (SS-2) WITH EASED EDGES ADHERED TO GWB. ALL SEAMS 1 1 TO BE BUFFED OUT&ALL SEPHOR A CORNERS TO BE MITEREDEo - ED AS SEAM GL 2 SEDAEM { 525 MARKET STREET, 32ND FLOOR 3/4"THK. FRT. PLYWOOD SAN FRANCISCO, CA 94105 BLOCKING @ ALL CORIAN WALL BASE LOCATIONS NOTE: NOTE: ACCESS PANEL AS REQUIRE, 1111111 FINISH FLOOR, r• NOT USE MASTIC TO DO NOT USE MASTIC TO MINIMUM SIZE REQUIRED. 111', AS SCHEDULED ' •r ADHERE WHITE GLASS FINISH TO BE WHITE.SEE 1 " ' PANELS: USE NEUTRAL daniels 6/A7.4 FOR ADDITIONAL INFORMATION SILICONE CURE SILICONE PRODUCT • r• PRODUCT SIM.TO DOW CORNINGCORNING 795, AR CHI T EC TS - 1 NOTUSED 16 ACCESS PANEL GL-2 12 8" HIGH CORIAN BASE 2145 Ford Parkway, Suite 301 20 O / Saint Paul, Minnesota 55116 3" = 12" 1 651 .690.5525 — �,� www.finn-daniels.com GL-2 STYLMARK #420109 T- MOLDING-#120 FINISH @ HEAD OF WHITE GL-2 PANEL. \\\lih\\ ANCHOR TO FRAMING. 3-5/8"x 18 GA. NESTED BRACES EACH WAY AT — 4'-0"O.C.MAX. SCREW SEE ELEVAT ON TOGETHER @ 7-0"O.C. — — T.O. BLACK STRIPE vip EACH FLANGE C \ C NESTED STUD BRACING GL-2 _ LINE OF CORNER TRIM @ GL-2 PANELS BEYOND. \ C NESTED SEE DETAIL 9/- BRACING @ 55 4'-0"O.C. MAX. FULL HEIGHT WHITE GL-2 PANEL \ \ - @ EACH FACE COLUMN. EDGES TO BE POLISHED.SEE NOTE: NOTE: COLUMN ELEVATION ON DETAIL 1. • COORDINATE 1. G.C.TO COORDINATE W/ �/ 6/-FOR TYPICAL LAYOUT A ELECTRICAL DWGS. \ .dye. 7)-P. / 2. ALL RECEPTACLES AND DATA 2. ALL RECEPTACLES AND DATA/4\ JACKS (IF 1 REQUIRED) • BE JACKS (IF REQUIRED)TO BE // 3625162-43 :LENGTH <1=TO 10-0" INSTALLED AT COLUMNBASE INSTALLED AT COLUMN BASE \\ �/ 3625162-54 :LENGTH </=TO 12'-0" X 6005162-43 :LENGTH </=TO 14'-0' `I 19 NOT USED Ac. U 6005162-43 (BACK TO BACK) : LENGTH</=TO 16'-0" 11 SEAM @ GL-2 PANELS k. FINISH CEILING STAMP —r--- — SEE RCP 12" = 12" — _COLUMN • • MIN (3) #8 SCREWSA` I PANEL 11 REQUIRED. • N.GLASS TO BE WHITE. G.C.TO ENSURE M ASGLASS - GLASS CAN BE CUT AS SHOWN. C SEAMS 44147 e?" REBECCA L. AS STUD-SEE SCHEDULE NEEDED OLSON 1 • SAINT PAUL,Mtn • = 75U50-54 — • POSSIBLE J License*LP- BRIDGING AT GWB. CLG.TYP. • r HEIGHT 4. _� = 4'-0"O.C.MAXmei STYLMARK #420107 'J' AS NEEDED ,I6GL-2 SEAM MOLDING- #120 FINISH @ HEAD OF WHITE GL-2 PANEL.ANCHOR \ 1 TO FRAMING. `\ BOTTOM TRACK B -SEE SCHEDULE / a DATE ISSUE DESCRIPTION BY CHECK B FASTENER @ 16"O.C. GL-2 9 _ 06.01.2017 SITE REVISION KDI JBQ/ \ \ LINE OF CORNER TRIM @ GL-2 RLO PANELS BEYOND. \ SEE DETAIL 9/- \ \ FULL HEIGHT WHITE GL-2 PANEL 1 @ EACH FACE OF COLUMN. - PARTITION FRAMING SCHEDULE EDGES TO BE POLISHED. \ CORIAN8'' BLACK Eo 8" J 8"BLACK CORIAN (SS-2) BASE, SEE COLUMN ELEVATION ON SEE TYP. SEE 12/A7.4 DETAIL 6/-FOR TYPICAL LAYOUT ' ' r FINISHED FLOOR' ' I HEIGHT"H" STUD SIZE** TOP&BOTTOM TRACK UP TO 13 FT. 3625137-33 3627125-43 • • FRONT AND SIDES OF COLUMN 13 FT,TO 16 FT. 3625162-54 3627125-54 1 16 FT.TO 20 FT. 6005162-43 6007125�54 TOP TRIM @ G L-2 18 NOT USED 20 FT.TO26FT. 6005162-68 6007125 68 10 PANELS COLUMN ELEVATION2 COLUMN ELEVATION k I 12" = 12" 1 1/2"=12" 1 1/2"=12" I FULL HEIGHT WHITE GL-2 A A 1 PROJECT LOCATION: PANEL @ EACH FACE OF �j ` POLISHED. SEE COL MN PANEL @ EACH FACE OF S TO BE FULL HEIGHT WHITE GL-2 11111. SIM WASHINGTON SQUARE ELEVATION ON DETAIL 6/- COLUMN. EDGES TO BE I CORNER TRIM PIECE-TYP. EA. , FOR TYPICAL LAYOUT POLISHED. SEE COLUMN CORNER. ANCHOR TO FRAMING. 9585 C WASHINGTON ** NON-BEARING STUD WALLS ONLY-BASED ON 24"O.C.,SPSF LOAD AND L/240 DEFLECTION CRITERIAELEVATION ON DETAIL SEE PLAN 6/-FOR TYPICAL LAYOUT 1.ALL STUD WALLS AND PARTITIONS REQUIRE GYP. BD. BOTH SIDES FOR THE FULL HEIGHT OF THE STUDS 11117 -- SQUARE RD ., SUITE T-07 (UNLESS SPECIFICALLY DETAILED OTHERWISE). . 8"H BLACK CORIAN BASE BELOW, 111113-5/8" TYP,SEE 12/A7.4 PORTLAND, OR 97223 2.ALL SUSPENDED WALLS SHALL HAVE GYP.BD.WHICH EXTENDS 6"ABOVE THE SUSPENDED CEILING( NUNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT). GL-2r REAR OF MTL STUD WITH COLUMN 1111 3/4"FRT PLYWOOD 3.ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF BRIDGING SPACED AT 4'-0" AREA: 4,537 SF 1 MAX. ON CENTER.THE BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS WITH EITHER SCREWS OR LINE OF CORNER TRIM @ I WELDS. MIRRORS BEYOND. ��' _ Q I SEE DETAIL 9/- GL-2 / SHEET TITLE: 4.ALL STUDS SHALL BE"CEE'STUDS WITH FLANGE STIFFENERS. 6 8" H BLACK CORIAN BASE I COLUMN DETAILS 5.THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS.WHERE THE STUD \ \ / 11111111 MANUFACTURERS RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE,THEY SHALL J'-MOLDING-STYLMARK N BELOW,TYP. SEE 12/A7.4 11 SKINCARE STUDIO I A APPLY. #420068- #120 FINISH @A / BOTTOM OF GL-2 PANELS. I ` l SIDE OI' COLUMN TOFRAMING. 6.TYPICAL FASTENER: ANCHOR I I PROJECT NO. Sl 92 A.STEEL STUDS TO STEEL STUDS OR TRACKS:#8 18 X 1/2"TEKS/2 WITH PHIL.PAN HEAD FOR 25 GA.OR 20 CORNER TRIM PIECE-STYLMARK \\ \� II —i I FULL HEIGHT WHITE GL-2 PANEL GA. #10-16 X 9/16 TEKS/3 WITH PHIL. PAN HEAD FOR INTERCONNECTION OF 18 GA.OR 16 GA. ------`-_ B.STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS AND BEAMS: #14-10 X 1/2"H.W.H TYPE"S"METAL \ #120058-TYP. #120 FINISH @ EA. FACE OF COLUMN. SCALE; AS NOTED TO-WOOD TEKS. \ ANCHOR TO FRAMING. EDGES TO BE POLISHED. I C.STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL,WIDE FLANGE BEAMS,COLUMNS,GIRDERS, <41d!h> DATE: 01 .23.2017 ETC.):TEKS/3 OR TEKS/4-GAUGE AND LENGTH AS REQUIRED FOR THE COMBINED THICKNESS OF THE MATERIAL TO BE DRILLED. 8"H BLACK CORIAN BASE D. PLYWOOD TO STEEL STUDS: #10-24 X 3/4"TEKS/3 (PLYMETAL TEKS) WITH THIN WAFER HEAD. BELOW, TYP.SEE 12/A7.4 DRAWN BY: MAH E. GYP. BD.TO STEEL STUDS: #7X 1/4 HI-LO TYPE'S"BUGLE HEAD SCREWS FOR 3/8"TO 5/8""GYP.BD.TO 25CUT GL-2 SO THAT IT IS TIGHT M GA.OR 20 GA.STUDS.#6 X 1/4'TYPE"S-12"BUGLE HEAD SCREWS FOR 3/8"TO 5/8"GYP.BD.TO 18 GA.OR REVIEWED BY: MWH / RLO 16 GA.STUDS OR TRACKS. AS POSSIBLE TO THE CORNER LINE OF '1 MOLDING @ TRIM PIECE TYP. BASE OF GL-2 PANELS. SEE / SHEET NO. DETAIL 5/- PLAN VIEW 17 NOT USED 13 STUD FRAMING SCHEDULE 9 BASE TRIM @ GL-2 PANELS 5 CORNER TRIM @ GL-2 PANELS 1 COLUMN WITH GL-2 PANELS A7 • 4 12" = 12" 12" = 12" 1 1/211=12" 5 I v3.0 (10/01/2013) (SHEET UPDATED 09/02/2016) 1