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Plans BU P2016 - 00314 ( II 1 I80C 18W 180E 180F 4411)41?4I.- RECEIVED' ,„,,... ,._..:.DEC 082016 CM' 'OFTIGARa I <, BUILDING DIVISION Architecture zsi Interior. MACH PDG QC Planning n Engineerin, 181 /'----- 181A Portland, (. 503.224.95, 0 T YP. sc ,r>~T Vancouver, '. „„) 360.695.Th. t____` Seattle, 4 206.749.99. www.mcknze.cc MACKENZIE DESIGN DRIVEN I CLIENT FOCUS,. 0 0 O 0 0 0 0 1808 J , ----- PRODUCTION ' , '� (-::(1-s 180 ( `j �t.�f 71' {i T f ... . C ! ' '. ii Pacific: Fleolty Asuociattan, i_ {{i �— �J0 (16* i (31) rumis8 9- a SERVER " ' :-.1g: z.:A�3 3 � 120 5 r—0,: D- TVP. ��' e f 120A CLR B 162A 0 aT vGT _P SILKSCREEN ( - -, _\,_ O : a5 il 162 1198-, :a NI 19A 2-z via-:9 Pis E 11 1 g ---z. i 4 A8.1 SHARED OFFICE A5.1 �17A� BLEND C OVEN 40 OPEN OFFICE Ir , lIlt _a I() QI III (lI �g VGT LP ® Project EMT = �.. ��.. .�"..`�." 10.�: CHEMWEST SYSTEMS, CIRC. =a ,5s) © --:y SUITE #300 0 0 ° TENANT IMPROVEME TESTINGI:3 `� 161A 198), i sir 0 U Q I '6O� EXf8T £C [ Wit• `�J ` A> CONFERENCE ■ SHOWER OFFICE 1,s © � MILL KILL ■s, 1 s1 J„ 1601 MACHINE SHOP / I� tM 58�BUSINESS AVE t SLENDER I 1196 , I.; I.1 118A 7.0 0 , I) r I, 4, s PORTLAND, OREGON ___„_ ,A,M . tl {w 1 •/ rA TOIL T ; WOMEN® �� ..,{ 2� 7r-5" 17,—S,r oitli � . s, JAN 158A Ex�BT sc ° ../ ` Flt O / % ... . t. = 157 OFFICE I � / I µ; : EN LI v/(r!� , ,1 T .....:4 'Ri G' � .- 158 "�..""�1"� kk41110 , v VY r+ 'CA(silt • �&CIC. LSTOR. 1#: ..; VAArk ima 158A I- I w.».. w: 5 1 1 aA 11 Q OFFICE { • j i!1,011ECCR . CIRC. ar 1 i i 0 �% �1� r..,<. I a. E ... 4 YGT °C ® 3 xYt'..F.fix , 109 , 'x ee — - - - - „ /- OFFICE -co 10� fi "� �.Ur . .. '� 105A t MINI I 105 = M� r! �r vp�; :,) MEN I C]RC. 0inpfa �56A FILES ,�.— 1060 r '11" ry 1 iQ.4 ,WI.+wurn.,.,.K�• 1 56 ` "' 104 .a i co MACKENZIE 2016 I - --- OFFICE _ 0,) ALL RIGHTS RESERVED w FILE STORAGE , •iG 41 III �98— 1198 t"•2\0 on Arm= i ----- — I 1 U 0 e 10$J THESE DRAWINGS ARE THE PROPEL eaD °Mg _ mm r __-----__ 1198 my MACKENZIE AND ARENNOTYTOpBE L T _ c ` EOR REPRODUCED 1 A M NI CfR ' ° L ALIGNUI if s W1THOlST PRIOR WRITTEN PERM15�1 vCT Exl9tCII ...,.....r JXII MN�I . . 1111° I \,...____.10ii ` 108A.__._...-.----.____.-----__-__.-- --_.�- -.- _--- __ OFFICE k ,_ REVISIONS: ��? �'ai�� r�.f�I? 151A 1UIll -�IIi11t sil�il — � ---------- - � — _ _---• RECEPTION ti Alp 1 103 r 101 ' '�' N r REVISIONS REVISION DELTA" �® 5.l THIS CLOSING DATE `� 0 - =` ' OPEN OFFICE �� SHEET "" `:i tl 103A0 1 X 1207/2016 ! a 107 AlP LUNCH ROOM 1,4-'-10" _,,.� 1150 CLR LOBBY CIL / O Ttgard ,00 _ ``_ OPEN OFFICE e a Plans::,..k ` I "�w 102 I =�50,1 , 0BY- 1 r �-- -_ -----------'------ REVISIONI SHEET TITLE: OFFICE COPY PARTIAL FIRST 1 PARTIAL FIRST FLOOR PLAN FLOOR PLAN A2.11/8"=1`—o" AND NOTES LEGEND GENERAL NOTES KEYNOTES I , EXISTING WALL TO REMAIN A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. I. ALIGN NEW WALL WITH EXISTING WALL. ' =" NEW WALL TO UNDERSIDE OF GRID SEE 5 A8.1 B. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. 2. CENTER NEW WALL WITH EXISTING MULLION, SEE DETAIL 4/A8.1. MODIFY EXISTING WINDOW COVERINGS AS DRAWN BY: LJC C. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. REQUIRED. I = NEW FULL HEIGHT WALL TO STRUCTURE, SEE DETAIL 9/A8.1 D. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING 3. NEW 4'--0"± WIDE TEMPERED RELITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL 8/A8.1. CHECKED BY: MRT, AJS ID al.. 4. NEW V-3"±± WIDE TEMPERED RELITE TO MATCH TENANT BUILDING STANDARD, SEE DETAIL 6/A8.1. I EXISTING OUTLET AND TELEPHONE/DATA ROUGH IN LOCATION STANDARD UNLESS NOTED OTHERWISE. 5. FURNITURE AND EQUIPMENT NIC. TYPICAL WHERE HALF TONED. TENANT OR TENANT VENDOR TO CONFIRM SHEET: E. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION BUILT CONDITIONS FOR SPATIAL REQUIREMENTS AND FINAL LAYOUT. 9A NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION HAS NOT BEEN PERFORMED AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS NOT BEEN 6. RELOCATED EXISTING UPPER AND LOWER CABINETRY AND DISHWASHER. PROVIDE (3) WATERLINES FOR OO NEW JUNCTION BOX UPDATED. CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH TENANT, TENANT PROVIDED WATER COOLER, REFRIGERATOR AND COFFEE MAKER. is NEW LIGHT SWITCH WITH OCCUPANCY SENSOR F. LOWER VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS 7. NEW UPPER AND LOWER CABINETRY, SINK, FLOODSTOPPER, PLUMBING, MICROWAVE SHELF AND DISHWASHER. FINISH PRODUCTS. PROVIDE (3) WATERLINES FOR TENANT PROVIDED WATER COOLER, REFRIGERATOR AND COFFEE MAKER. A21 O EXISTING THERMOSTAT G. ALL DIMENSIONS SHOWN AS PLUS/MINUS (±) ARE FOR GENERAL LAYOUT AND 8. TOUCH UP EXISTING CABINETRY. i 0 REFERENCE ONLY. 9. NEW WALL MOUNTED SINK TO MATCH EXISTING. KEY NOTE FOR REFERENCE H. PROVIDE AN ADDITIONAL 400 AMPS POWER TO BUILDING ELECTRICAL ROOM FOR TENANT DISTRIBUTION. 10. PROVIDE MEW MIRROR ABOVE SINK TO MATCH EXISTING. 11. RELOCATED SINK. 1 200A DOOR NUMBER SYMBOL 12. REMOVE WINDOW i RSYSTEMJOB NO. AND INSTALL NEW OVERHEAD DOORS WITH DOCK BUMPERS, SEE 1/A9.1. 216O .OW. x INTERIOR ELEVATION FOR REFERENCE 14. PROVID G PSU BOARD AT NE WA L Ti S RUC UR , FINISH UP 0 "00 ST"UC RE. PR PAR Ti REVISED PERMIT SETS 12/7/16 RECEIVE NEW PAINT. PROVIDE FINISHED GYPSUM BOARD AT EXISTING WALL "SHELF" AT MACHINE SHOP SIDE. PERMIT SET: 10 /11/161 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERC 2 � TRACK BLOCKING W/ 1 1/2" FLANGES. . CLIP 8 MAX. P SIZE & GAGE TO MATCH METAL STUD �` ' //�� ;,:.-4,4' Oji ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 LIMITINGWALL HEIGHT TABLE SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT CEILING JOISTS. LOCATE IN EVERY 6TH SPACE FOR STUDS @ 16" oc & 1111111710100�r STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER INTERIOR NON STRUCTURAL COMPOSITE WALLS L/240 @ 5psf ® EACH END OF WALL. x-i ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERSDESIGNATION SPACING MAX. WALL HEIGHT WITHIN 8" OF PERIMETER 47.'"•)- IS ,, �e = " NOTE: CEILING JOIST MAX SPANS r - LATERAL BRACING WITH APPROVED VERTICAL 4 i 362S125-18 24" 131-5" 600S137-33 METAL STUD CEILING �� Architecture Ls Interior,, COMPRESSION STRUT AT 12'-O" OC EA WAY m JOIST @ 16" 0c MAX SPAN 17'-6" '8 362S125-18 16" 14'-4" PlanningEn ineerin� COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB o • W/ 200050-54 U-CHANNEL AT MIDSPAN g .nr 3625162-33 16" 16'-5" 362S125-18 METAL STUD CEILING JOIST e 3625162-43 16' 18'-0A @ 16" oc MAX SPAN 7'-9" I WALL" `k,' 600S162-33 16" 24'-6" 3625137--33 METAL STUD CEILING JOIST ACO , @ 16" 0c MAX SPAN 10'-8" CEILING EDGE AT WALL INTERIOR NON STRUCTURAL COMPOSITE WALLS W. Portland, C. NTS CERAMIC TILE FACING L/360 ® 5psf 503.224.95::. 11111111111112111•1111111=111INIE -c• - 0 NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP - -" METAL STUD CEILING JOIST1" Vancouver, ln. -- DO NOT SCREW BERC 2 CLIP TO TRACK DESIGNATION SPACING MAX. WALL HEIGHT SEE MAX SPAN NOTE ABOVE 360.695.78: 0 3Seattle, V, 6616.' Ali \SSISL " Mb 625125-18 16" 12'-4"TABLE MAX. LENGTH U-CHANNEL h 206.749.9.;: ��_5 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10" . 3625125-33 16" 14'-3" AS REQ'Dillio �s www.mcknze.co )IA MAIN RUNNERS AT 41-0" OC ,� 3/4" DIA CONDUIT (EMT) 7'-8" �' 6'-0" MAX SUPPORT WITH #12 WIRE AT 41-0" OC OR 1" DIA CONDUIT (EMT) 9'--9" WITH #10 WIRE AT 5 -0 OC EA WAY C C C Z T7 STUD �]'- + MACKENZIE -J� SGL 162S12�J` 33 M 1 L S 1 UU 14 0 I DESIGN DRIVEN I CLIENT FOCUSL, LATERALLY BRACE MAIN RUNNER TO (1-5/8"x2OGA) NOTE_ STRUCTURE AT 12'---0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH #10 SMS AS SHOWN, ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'---0" OF MTL STUDS (1-5/8"x2OGA) 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. SEE SPECS 111%117 CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" w GYP BD SEE APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF (2--1/2"x2OGA) d REFLECTED CEILING CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 2503125-33 15'-0" "' PLANS FOR HEIGHTS STRUCTURE. TRAPEZE DUCT WORK WIRES TO HAVE A 200# CAPACITY. MTL STUDS (2-1/2"x2OGA) I AFF AND OTHER LARGE OBSTRUCTIONS 0 SUSPENDS® CEILINGBRACING z 2 WALL HEIGHT TABLE 3 CEILING JOIST FRAMING A8.1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z A8.1 ¢ A81 METAL STUDS WITH MIDSPAN SUPPORT AND BLOCKINGNTS z THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v UPACTRUSx. PEicIfic Rt'&'9It y AI::,EiocIai.14. L. ATTACH STUD TRACK ALTERNATE # BB / r GYP BD PARTITION SEE PLAN \ / THROUGH GRID TO WALL AS OCCURS /Alle \ BRACE ABOVE SOUND ATTENUATION BATT \ \ SOUND BATT AS OCCURS FHA SOUND ATTENUATION BATT AT ALL WALLS, TYP, SUSPENDED CLG \ 11 ASSEMBLY N \ \ GYP BD AS OCCURS LINE OF SILL AS OCCURS �'1� ____ ___ 1 tW I GYP BD WALL AS OCCURS // �„ 45' � _.'." "� DBL STUD AT JAMB TYP - ALUMINUM TRIM PIECE "GEE" CUT TILE FOR TIGHT ,'� METAL STUD BRACING �' Project W/ 1 " RETURNS, FINISH FIT AT WALLS I TO FLOOR STRUCTURE AT 8 -0 �- CHEMWEST SYSTEMS, TO MATCH WINDOW FRAMES CASING BEAD 1 1 OC W/ (2) #8 SHEET METAL • ....}.. �M...U,... DOUBLE STUD AT JAMB, TYP SUITEVA X300 . 4/ .. (ANODIZED BUILDING USG 200-A I I SCREWS AT EACH END. STUD SIZINGTENANT IMPROVEME STANDARD) I 1 PER SPAN TABLE. BRACING TO BE TIMELY HOLLOW MTL KNOCKDOWN SOUND ATTENUATION 1 I 1 PROVIDED WHERE DISTANCE BETWEEN II FRAME; MATCH BLDG STD TIMELY FRAME; AT ALL NEW WALLS, TYP. 1 1 PERPENDICULAR INTERSECTING WALLS ilirp:1111,jaill .. 11 MATCH BLDG STD OREGON BUSINESS PAh.III -- NEOPRENE SEAL i 4i OR HORIZONTAL BRACING BETWEEN WALLS EXCEEDS 8'-O" OC 15865SW 72ND AVE iEI lel PORTLAND, OREGON GYP BD EA SIDE ��l METAL STUDS SEE WALL HEIGHT I I TABLE FOR GAUGE AND SPACING x x STOREFRONT GLAZING 111 17 ' I CONT ACOUSTIC SEALANT4,7 SYSTEM ; ; EA SIDE AGAINST TRACK SIDE LIGHT AS OCCURS S ` I I NOSEALANTATSIMGOND �:« WITH 1/4Nil* " TEMP GLASS1 W , �..1/2" MAX 1,,,I� - 111,«,t I IV „ : r 1 . S { ;,' r� BOTTOM TRACK TO FINISHEr a -- I CONCRETE SLAB FLOOR W/ POWDER DRIVEN I (ill I Ato3 '�` $ s' ,fYIE,Iaom , ;,gIANCHORS AT 4'--0" OC Er i5 c' :fit EXTERIOR MULLION 5 NON—BEARINCG WALL T1�P INTERIOR DOOR WWALL. AT I 7 TYP INTERIOR DOOR 3"=1'-0" AT FLOOR AND SUSPENDED CEILING 3"=1'-0" JAMB SIMILAR - (ALTERNATE) 3"=1'-0" o HEAD SIMILAR 3"=1'-0" o Ag.1 A81 d A ,1 o A8.1 o r MACKENZIE 2016 TRACK BLOCKING W/ 1 1/2" FLANGES. ALL RIGHTS RESERVED SOUND ATTENUATION BATT SIZE & GAGE TO MATCH STUDS. LOCATE THESE DRAWINGS ARE THE PROPEL AS OCCURS EXISTING ROOF IN EVERY 4TH SPACE FOR STUDS @ 24" OC, MACKENZIE AND ARE NOT AN TO BE lI OR REPRODUCED IN ANY MANNE, GYP BD WALL AS OCCURS � & IN EVERY 6TH SPACE FOR STUDS @ WITHOUT PRIOR WRITTEN PERMISS: II 16" OC, & @ EACH END OF WALL. — — -- 1 o LT GAGE STUD to IL( REVISIONS REVISION DELTA 11‘41 E� TSFHCLOSING DATE , bi _ . SHEET1 DOUBLE STUD AT JAMB, TYP SHTG PER SPECS --I poso • x 1 X 12/07/2016 1I ri -0 I _.... 40911r 4, :70" METAL DOOR FRAME TO 600S125-33 CHANEL ATTACHED TO TOP MATCH BUILDING STANDARD ¢ TRACK #10 SMS © 24" O.C. ATTACH 1 TO NEW FULL HEIGHT WALL (1) #10 /4 ' * _ `�.. It lir o �` t` SMS EACH STUD fr #12 SMS AS SHOWN ` L I W N r W SHEET TITLE: DETAILS IiLii 1 / 362S125-33 @ 16" O.C. SEE DETAIL 16 GAx2" CONT GALV STEEL FLAT STRAP 10/A8.1 FOR LATERAL BRACING `V NOTES: EXISTING PARTIAL HEIGHT WALL 1. INSTALL BRACING ROWS @ 3'-0" OC VERT SP, UON. 5!1111Al, SIDE LIGHT AS OCCURS 2. UON, INSTALL STRAP ON SIDE W/ NO SHTG AT WITH 1/4" TEMPERED GLASS LOCATIONS WHERE SHTG IS ON ONE SIDE ONLY. . INSTALL STRAP ON BOTH SIDES WHERE NO SHTG - I.I.i1 IS PRESENT. A\ \ DRAWN BY: 8 TYP INTERIOR DOOR NEW WALL® BRACING W 10 STUD WALL LATERAL BRACING N Ith CHECKED BY: MRT, AJS Ag1 HEAD SIMILAR 3"=1'-0" A8.1 NTS Y A8'1 LOCATIONS W/ NO SHEATHING OR SHEATHING ON ONE SIDE NO SCALE o A8.1 SHEET: • A8.1 • r JOB NO. 2160443.0: REVISED PERMIT SET: 12/7/16 imtr:r \ ,irr rE r. in F--c !401. '