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Plans (11) BUP2O1 6M021 8 GENERAL NOTES LEGEND AG SPANOS , _i_____ _____=_ _ .. .= ,..._ ` A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. ==:a ----- EXISTING CONSTRUCTION TO BE DEMOLISHED T' B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. I C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. ,;.'• o D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-6'± (EXISTING) AFF, UNLESS NOTED 4 EXISTING WALL TO REMAIN N OTHERWISE. E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAILS aramons NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 Architecture 51 Interiors *i F. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER .. . ....( EXISTING 1 HOUR RATED WALL TO REMAIN Planning1/A8A. CORPOR /skTION Engineering * CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED OTHERWISE. . ' G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY GENERAL INTENT EXISTING DEMISING WALL TO REMAIN ii* kb' IL + n , ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED SUBMITTAL bm EXISTING COVERPLATE LOCATION TO RECEIVE NEW • H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. VOICE/DATA ROUGH IN LOCATION TE NT impRovEmENT ALIGN CONTRACTOR IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. Portland,OR I. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. a EXISTING COVERPLATE 503.224.9560 J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING Vancouver, WA * € STANDARD UNLESS NOTED OTHERWISE. + EXISTING QUADRUPLEX OUTLET 360.695.7879 = K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. FULL SITE VERIFICATION HAS Seattle,WA BEEN PERFORMED (ON 6/27/16 WHILE VACANT) AND PLAN, ELECTRICAL AND CEILING C) EXISTING DUPLEX OUTLET 'n 1K I 206.749.9993 i EB;. 2 INFORMATION HAS BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). EXISTING LIGHT SWITCH LINCOLN I`NCOLi V www.mcknze.com — - -- CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT. I L NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS FINISH 10220 SW GREEN BURG RE � PRODUCTS. NEW DEDICATED OUTLET MACKENZIE. M. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. FINAL LIGHTING LAYOUTrEt�p NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION DESIGN DRIVEN I CLIENT FOCUSED TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY x CODE CONTRACTOR ALLOWANCTOESREVIEW ALL TREQ IRED ING ILIGHTING LEVELSNG UA DRE IN DISTRIB TIONEANDI NOTIFY IF NEWCAL DEDICATED QUADRUPLEX OUTLET TIGAR®7 OREGON ARCHITECT OF ANY CONCERNS OF FOOTCANDLES OR FIXTURE PLACEMENT/LOCATION WITHIN NEW FLUSH FLOOR ELECTRICAL AND DATA ROUGH IN LOCATION /I ANY AREA OF THE SPACE. FINAL LAYOUT TO BE REVIEWED AND APPROVED BY ARCHITECT. N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND REFERENCE isNEW LIGHT SWITCH WITH OCCUPANCY SENSOR 1 DEMO PLAN ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. SHORE STEIN NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ill EXISTING CEILING GRID INDEX OF DRAWINGS A2.1 1/8"=1'-0" 0. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. EXISTING 2'x4' LIGHT FIXTURE TO REMAIN A2.1 DEMO PLAN, PARTIAL FIFTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, P. ADD SOUND INSULATION IN ALL NEW WALLS. EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED SITE PLAN, SCHEDULES AND NOTES A5.1 CABINETRY DETAILS AND ELEVATIONS KEYNOTES ) NEW OR RELOCATED 2'x4' LIGHT FIXTURE A8.1 DETAILS Project �1�--' _ AG SPANOS 7 � '� +12 I 1. CONFIRM FINAL LOCATION AND SPECIFICATIONS WITH TENANT AND TENANT'S VENDORS. 0 N EXISTING SUPPLY/RETURN VENT TO REMAIN SCOPE OF WORK CORPORATION , i12 2. ALIGN NEW WALL WITH EXISTING WALL. © OPEN 3. CENTER NEW WALL WITH EXISTING COLUMN. ®® PROPOSED NEW EXIT SIGN LOCATION THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS SUSS ;rte OFFICE OFFICE - OFFICE 4. NEW 4'-0"± WIDE TEMPERED RELITE TO MATCH BUILDING STANDARD, SEE DETAIL 4/A8.1. TENANT IMPROVEMENT 503 504 505 5. PROVIDE NEW 4X4 PHONE BOARD WITH (1) DEDICATED QUADRUPLEX OUTLET. PHONE e EXISTING SPRINKLER HEAD FOR AN APPROXIMATELY 1,362 SQUARE FOOT TENANT ON THE FIFTH OF SIX FLOORS. O BOARD TO BE MOUNTED AT TOP OF WALL. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RECITES, NEW RECEPTION DESK AND CABINETRY. 2 LINCOLN 6. CONFIRM FINAL LOCATION FOR BUILT—IN BOX/BOX/FILE AT NEW RECEPTION DESK WITH O KEY NOTE FOR REFERENCE 10220 SW GREENBURG RD. •, ill 503A' �� D 0 TENANT. 504A' '� TENANT APPROVAL: , OREGON �j E Q a INTERIOR ELEVATION FOR REFERENCE 1 CONFERENCE 111 d' 507A \ ® A 502 L t' teoQ ,, DOOR S C Coo DOOR NUMBER SYMBOL DESIGN/CODE DATA e1f' OFFICE = BREAK/ - H E D U L E GOVERNING CODE: 2014 OSSC ~ PA L D. K 502A 507 COP — 1 DOOR DOOR DOOR FRAME HDWR '0P EXISTING DOOR TO REMAIN �'- 506 DOOR DETAILS RATING COMMENTS OCCUPANCY: B y �' N OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP �} CONSTRUCTION TYPE: TYPE I—B • • _ +• I-I EXIST 3'—O"x8'-3"± EXISTING DOOR — 1 EXIT REQUIRED EXIT PORTLAND, bKE N © _ • " -- -- TENANT AREA (APPROX): APPROX. 1,362 S.F. _ _ _ _ 502A 3 —0x8 —3 f 134" FL/R SC S HMK FF 4/A8.1 H-1 -- -- AREA OF WORK OCCUPANCY LOAD: 14 4 I C RECEPTION ^ \ 503A 3'—O"x8'-3"± 194" FL/R SC S HMK FF 4/A8.1 H-1 - - - 0 1 s—s-____9—1;. N N -- -- � rim 1 OF 1 501 I 504A 3 —0x8 —3 ± 1 FL/R SC S HMK FF 4/A8.1 H-1 * I" � 04 I 1 REQUIRED EXIT, 1 EXIT PROVIDED ") 507A 3'-O"x8'-3"± 1%" FL/R SC S HMK FF 4/A8.1 H-1 -- -- ��� 1 I O I O � EXIT IS EXISTING AND WILL HAVE APPROPRIATE EXIT SIGNAGE r I 1 I V BYISF A HARDWARE GROUPS: ABBREVIATIONS: ! N r*LTE is ='?,El'At w ;` BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION WITH ON SITE © MACKENZIE 2016 H-1: PASSAGE EXIST EXISTING EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY `rfaiP - `'t '--••--.. -�1� LATCHSET F75 GRADE 1, FF FACTORY FINISH • — II IL I,�A,a, ■ OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXIT BUTTS, SEAL, STOPS FL/R FLUSH WITH ADJACENT RELITE DEFERRED SUBMITTAL WITHOUT PRIOR WRITTEN PERMISSION HMK HOLLOW METAL KNOCKDOWN __ I, '� „N 2 PARTIAL FIFTH FLOOR PLAN S STAIN t' 2014 OSSC SECTION 107.3.4.2 (by separate permit) REVISIONS: SC SOLID CORE WOOD walla _ z FIRE SPRINKLER 1111 FIRE ALARM N, REVISIONS REVISION DELTA A2.1 1/8"=1'—D" ■ ip • , r• M 51..1 THIS CLOSING DATE DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: • MECHANICAL �o SHEET 1. EXISTING DOOR AT EXISTING A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, ELECTRICAL - ' ' RATED CORRIDOR AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. • PLUMBING + + B. ALL DOORS, FRAMES AND HARDWARE TO MATCH BUILDING EXIT ILLUMINATION STANDARDS. II i j L " C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE iii sail MEASUREMENTS BASED ON FIELD OBSERVATION. NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN ,o' — D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS INVENTORY OR RELOCATED WITHIN SUITE WHERE ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT = ' " POSSIBLE. L} \ KEY PLAN DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW P lk PRIOR TO SUBMITTAL CITY OF TIGARD Ili "1\1 � AQ,� FIFTH FLOOR NTSQED FOR CODE COMPLIANCE �� �� ROOM FINISH SCHEDULE SHEET TITLE: A rovedt '/IIII PLAN IIT Ill . IN:, H NORTH VALUATION DEMO PLAN PAI� iL FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING ,o, c kw ROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH VALUATION OF WORK = $23 393 FIFTH FLOOR PL Q �# r �, , -ooh{ _ -_ 11 NO FINISH FINISH FINISH FINISH FINISH FINISH HT MAT'L COMMENTS REFLECTED Address; ` � ,`�L ,, „ � Iro 502 -501 RECEPTION CP7 RB GB/P GB/P P P EXIST EXIST e,rr a—° ' " „ CEILING PLAN, KSYe#: ll PLAN SITE PLAN;r Datpp �,��, '��, CONFERENCE CPT RB P GB/P GB/P P EXIST EXIST /`qo- d � alp It„� ;.r503 OFFICECPTRBPP GB/P GB/P EXIST EXIST '' a SCHEDULE OF INTERIOR FIINISHES SCHEDULES AND ��,,,-.� , c ” i 504 OFFICE CPT RB P P GB/P P EXIST EXIST Y � <' NOTES �� � v` ` ���` [/��+' „ 505 OPEN OFFICE CPTRB P PGB/P GB/P EXIST EXIST e / CPT-1: TBD, BUILDING STANDARD �' " Lig 506 BREAK/COPY VCT RB GB/P P P GB/P EXIST EXIST / 1n " ? 2- '1, s OFFICE COPY 507 OFFICE CPT RB GB/P GB/P GB/P GB/P EXIST EXIST VCT-1: TBD, BUILDING STANDARD DRAWN BY: CMH/LER ° I FINISH SCHEDULE NOTES: � �1 1 1 PL-1: TBD, BUILDING STANDARD CITY OF TIGARD IIII ° o ABBREVIATIONS: CHECKED BY: SBH PDK I A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS CPT CARPET _ Approved by Planning I 41,j,il, ,1 �. AREA OF WORK PL 2: TBD, BUILDING STANDARD SHEET: I TO BE COORDINATED WITH TENANT. EXIST EXISTING Date: —1 - 6-I b ® 110.04111 B. PATCH AND REPAIR ALL EXISTING WALLS WHERE [: PL-3: TBD, BUILDING STANDARD Initials: y I AFFECTED BY NEW WORK. PAINT NEW AND EXISTING GB GYPSUM BOARD : „"H �� 7 NN WALLS. C. PROVIDE NEW FLOOR FINISH AND RUBBER BASE RB RUBBER BASE ° ' " F A2 .1 PL-4: TBD, BUILDING STANDARD THROUGHOUT. VCT VINYL COMPOSITION TILE PL-5: TBD, BUILDING STANDARD 3 REFLECTED CEILING PLAN PN 5 SITE PLAN P-1: TBD, BUILDING STANDARD, EGGSHELL FINISH AT WALLS , JOB NO. 2150951.08 PLAN A2.1 1/8"-1'-0" A2.1 NTS RB-1: TBD, BUILDING STANDARD PERMIT SET: 6/29/16I NORTH 215095108\4_DRAWINGS\ARCHITECTURAL\06-A2.1.DWG LER 06/29/16 10:56 1:96.00 • — P-LAM TRANSACTION TOP, 6- PL-1, W/ WOOD FINISH ENDS • bj 4, 1'—O.. to — GYP BOARD FACE ,, , .7, L.., N Architecture a Interiors 2'-10" • ri — BLACK FABRIC WRAPPED Planning Engineering .111E `5< Engineering m 7 -7 _ - _ m m 4„/ I io PROVIDE (1) 2" GROMMET 3 4 LOCATION, COORDINATE ,�p — P-LAM COUNTER TOP, PL-2 Portland,OR = A5.1 A5.1 A5.1 _-- W/ WOOD FINISH ENDS 503.224.9560 r7 LOCATION ONSITE WITH 2, I _ Vancouver,WA dEl TENANT — SUPPORT BRACKET � I � 360.695.7879 — ELECTRICAL CHASE, TYP Seattle,WA o 1 \ \ M / 206.749.9993 o N — PAINT GRADE MDF WALL, www.mcknze.com 6TIfe81ty7J ElREtlILEIUIHEOIIIOAIutumU SUWi a ................................ - I M G / LO � N N v FINISH PAINT, P-1 MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED —RUBBER BASE, RB-1 A. ELEVATION B. ELEVATION C. ELEVATION T \ T co > Q o 1 ENLARGED DESK PLAN z LL, I SHORE STE IN CL 2 DESK ELEVATIONS w s RECEPTION DESK SECTION N A5.1 ® RECEPTION 501 1/4"=1'-O" W A5.1 0 RECEPTION 501 1/4"=l'-O" w A51 1"=1'-0" w 0 0 0 NOTES: A. FINISH ENDS, TYP E. ALL CABINET FACES AND DOORS, PL-4 B. CONFIRM REQUIREMENTS WITH TENANT F. ALL EXPOSED EDGES AT DOORS I FOR ALL EQUIPMENT/APPLIANCES & SHELVING TO BE P-LAM TO Project PRIOR TO CONSTRUCTION OF MATCH ADJACENT VERTICAL SURFACES. AG SPANOS CABINETRY CORPORATION C. ALL COUNTER TOPS, EDGES AND SUITEBACKSPLASHES, PL-5 TENANT T IMPROVEMENT • GYP BOARD FACE D. SHIM AS REQUIRED 2 LINCOLN 10220 SW GREENBURG RD. P-LAM COUNTER TOP, PL-2 TIGARD, OREGON W/ SOLID WOOD EDGES, WD-1 P-LAM COUNTER TOP, PL-2 W/ SOLID WOOD EDGES OtES /1 �C r �� , { _ ALIGN W/ LOWERS `�T —� �' GYPSUM BOARD FACE ' ,.� �+ BOX/BOX/FILE PEDESTAL, -- �� —� ►�� � I PL-3, PROVIDE HARDWARE \ . / \ D. I I FOR PENDEFLEX SUSPENDED .I�PAINT GRADE MDF WALLri 9 , FILING SYSTEM. CONFIRM i� _ - . Z I � " I0FINISH PAINT, P-1 I—ILEGAL OR LETTER FILE \ GN� I o\ , 'oRTLANI, OR;o [..] REQ. W/ TENANT I - -j� \ itr� OT �• N - � P / o FBLACK MELAMINE INTERIOR MACKENZIE 2016 / N 1NIfATOR ✓C MIMIMMIIMIall11111.11.111.. / N__ \ © ALL RIGHTS RESERVED RUBBER BASE RUBBER BASE WRAP EXPOSED PIPES THESE DRAWINGS ARE THE PROPERTY r�4, IMI 41 railI+ OF MACKENZIE AND ARE NOT TO BE OPEN BELOW PER CODE i -6' 2 -9" 2'-7"± 2 -°" 3'-O" 6'-O" 5'-1° f USED OR REPRODUCED IN ANY MANNER, N '- CLR / / CLR / / o WITHOUT PRIOR WRITTEN PERMISSION aA. ELEVATION B. ELEVATION X REVISIONS: 4 RECEPTION DESK SECTION N 5 RECEPTION DESK SECTION W 6 CASEWORK ELEVATION m �� REVISIONS REVISION DELTA N I 5w THIS CLOSING DATE Y > ww SHEET A51 1"=V-0 o A5.1 1"=11-0" o A5.1 0 COPY 506 1/4"=1'—O' W ,w I I 13" 1, 1, 13 (1) ADJ. MELAMINE I. 13" y I ' ->E—/ 1 U.N.O. SHELVES I • I • (2) ADJ MELAMINE (2) AT SIMILIAR }— (2) ADJ. > -1 SHELVES, TYP > MELAMINE SHELF w =- P-LAM FACES > - - - w LU w - / W - - - - 1 w tli c.n =___ �/ f UPPER CABINETS, DEPTH ccnn =L - _ �\ . MAY VARY AS REVD, \ P-LAM UNDERSIDE & P-LAM FACES SHEET TITLE: \ SEE CASEWORK ELEVATIONS INSIDE OPENING CABINETRY > MICROWAVE SHELF > 16" SHELF �� 4" BACK AND DETAILS AND BEYOND MICROWAVE, NIC > 25" P.L. TOP SIDE SPLASH AS ELEVATIONS Lu / 25" P.L. TOP / w OCCURS Lai U.N.O. w I P-LAM COUNTERTOP & w " 4" BACKSPLASH N 25" TOP 4" BACK SPLASH W 1 -5 MAX w SOLID SURFACE COUNTERTOP TO FAUCET W/ SELF EDGE �� �� AND SPLASH CONTROLS 4" SIDE SPLASH, -\— _n ii \ , I AS OCCURS '`— c WRAP ALL EXPOSED PIPE J (1) ADJ MELAMINE DRAWN BY: CMH/LER IIS PER CODE 1 (1) ADJ MELAMINE SHELF; NO DRAWER, SHELF ,/J CC > SHELF OR DOOR AT > - CHECKED BY: SBH/PDK \„/ SI! z o_ w DISHWASHER LOCATION w = SHEET: / ? I w � — - - - - - W N W W "I to _ P-LAM FACES co P-LAM /\51 ivIRUBBER BASE AT INTERIOR cc c/"'. RUBBER BASE RUBBER BASE 6 OPEN BELOW PER CODE —;,,,.<-‹\ r. a CI' t\ w „ ' r— \ \ 4 1 j 2'-0" 2'-0 3 SECTION W/ SINK w 8 CABINET SECTION W s COUNTER SECTION w JOB No. 2150951.08 TYPICAL 3/4"=1'-O" m TYPICAL 3/4"=1'-O" m TYPICAL 3/ m PERMIT SET: 6/29/16 © CABINET Q A5.1 a A5.1 4 1'-0 < v U 0 215095108\4_DRAWINGS\ARCHITECTURAL\08-A5.1.DWG LER 06/29/16 10:02 1:96.00 FLOOR OR ROOF STRUCTURE 2 LINCOLN STUD SIZE: 23" ' POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 8" MAX. ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL HEIGHT TABLE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS . ��/ INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS L/240 ® 5psf WITHIN 8" OF PERIMETER I 1 — LATERAL BRACING WITH APPROVED VERTICAL �� DESIGNATION SPACING MAX WALL HEIGHT --�_ COMPRESSION STRUT AT 12'-0" OC EA WAY A • J 2505125-18 24" 8'-4" Architecture d Interiors COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ' . c I 250s125-18 16" 9'-7" Planning . Engineering "ATTACHED meq , 250S125-27 24" 9'-10" a WALL" °• ,C I 2505125-18 16" 11'-3" 00 a a ' 3625125-18 24" 13'-5" 0 OCSLWCi EDGE AT WALL NTS 3625125-18 16" 14'-4" Portland,OR NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" 503.224.9560 I' , 'I TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 3625162-33 16" 16'-5" -- " Vancouver,WA DO NOT SCREW BERC 2 CLIP TO TRACK 362S162-43 16" 18 -O .` 360.695.7879 ? TABLE MAX. LENGTH 6003162-33 16" 24'-6" Seattle,WA `�_ g'' — CROSS RUNNERS FIT BETWEEN MAIN 1/2"RUNNERS DIA CONDUIT (EMT) 5'-10" 206.749.9993 :, .t. MAIN RUNNERS AT 4'-0" OC 3/4" INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS SUPPORT WITH #12 WIRE AT 4'-O" OC OR DIA CONDUIT (EMT) 7 8 WITH CERAMIC TILE FACING L/360 ® 5psf www.mcknze.com 6 -0 MAX1" DIA CONDUIT (EMT) 9'-9" / WITH #10 WIRE AT 5'-0" OC EA WAYSGL 162S125-33 MTL STUD 12'-O" HI— DESIGNATION SPACING MAX WALL HEIGHT MACKENZIE. LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) DESIGN DRIVEN I CLIENT FOCUSED NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-O" 362S125-18 16" 12'-4" c.n fr ' ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS (1-5/8"x2OGA) 3625125-33 16" 14'-3" I� CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 25OS125-33 MTL STUD 13'-6" Lu APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2-1/2"x2OGA) co CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 2505125-33 15'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 1- WIRES TO HAVE A 200# CAPACITY. STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. 1- MTL STUDS (2-1/2"x2OGA) _ _ _ • AND OTHER LARGE OBSTRUCTIONS cs SHORE STEIN 1 SUSPENDED CEILING BRACING HEIGHT TABLE J A8.1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS z A81 a THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. ci • SOUND ATTENUATION BATT AS OCCURS Project AG SPANOS ATTACH STUD TRACK tca GYP BD WALL AS OCCURS CORPORATION THROUGH GRID TO — — — — '� SUIM 530 BRACE ABOVE TENANT IMPROVEMENT SUSPENDED CLG ASSEMBLY \ 2 LINCOLN Ale a—a II 1 DOUBLE STUD AT JAMB, TYP 100 SW GREENBURG RD. W a� _ TIGARD, OREGON Er �i!'��'t- �( I 1 CUT TILE FOR TIGHT Ilkir IIIIMETAL STUD BRACINGDFIT AT WALLS I TO FLOOR STRUCTURE AT 8'-0" itIF I METAL DOOR FRAME TO 4�5�'" �C CASING BEAD I OC W/ (2) #8 SHEET METAL Z MATCH SUITE STANDARD � USG 200-A SCREWS AT EACH END. STUD SIZING Q �� IIL I KI'• NG/II PER SPAN TABLE. BRACING TO BE IIF . SOUND ATTENUATION 1 I I 1 PROVIDED WHERE DISTANCE BETWEEN -co 0 ♦ "�� AT ALL NEW WALLS, TYP. I PERPENDICULAR INTERSECTING WALLS Z ? �� PORTLA D 0" G� ■ OR HORIZONTAL BRACING BETWEEN o S treat WALLS EXCEEDS 8'-0" OC m \ SOS 9 GYP BD EA SIDE —' I III METAL STUDS SEE WALL HEIGHT OF Ot I TABLE FOR GAUGE AND SPACING 1 I CONT ACOUSTIC SEALANT NI 0 MACKENZIE 2016 EA SIDE AGAINST TRACK Ir' ALL RIGHTS RESERVED _'��� THESE DRAWINGS ARE THE PROPERTY IIIVNO SEALANT AT SIM COND SIDE LIGHT AS OCCURS OF MACKENZIE AND ARE NOT TO BE 1/2" MAX _ 1/4" USED OR REPRODUCED IN ANY MANNER, / 1Ill !Blink WITH TEMPERED GLASS cc WITHOUT PRIOR WRITTEN PERMISSION COBOTTOM TRACK TO FINISH 111�� CONCRETE SLAB FLOOR W/ POWDER DRIVEN �1 I w REVISIONS: ANCHORS AT 4'-O" OC H- 3 NON-BEARING WALL W 1 Z o_, » REVISIONS REVISION DELTA I THISCLOSING DATE CC ¢o SHEET A8,1 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" -I A8.1 HEAD SIMILAR 3"=1'-0" o 3 a I I I I 1 I SHEET TITLE: DETAILS DRAWN BY: CMH/LER CHECKED BY: SBH/PDK SHEET: A81 , , JOB NO. • 2150951.08 IPERMIT SET: 6/29/16 .215095108• C:\TEMP\ACPUBLISH_6268\08-A8.1.DWG LER 06/28/16 10:31 1:96.00