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Plans (141) I i I i i i _I I i I i I i i �I RECEIVED 1 2 FEB 5 2015 CITY OF TIGARD T`, EXPRESS BUILDING DIVISION DEMOLITION GENERAL NOTES MORTGAGE gig., '°""`"'""'° �` A. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT AND OTHER UNDER SLAB UTILITIES AS REQUIRED. Architecture Interiors B. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH Punning o Engineering OWNER/LANDLORD. TENANT IMPROVEMENT C. PATCH AND REPAIR EXISTING WORK TO BE LEFT IN PLACE THAT IS 44 DAMAGED DURING DEMOLITION OPERATIONS. LINCOLN TOWER Portland, OR 10260 SW GREENBURG ROAD 503.224.9560 GENERAL NOTES Vancouver, WA 1 PARTIAL EIGHTH FLOOR DEMO PLAN360.695.7879 „ A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE. PORTLAND OREGON Seattle,WA A21 B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED 206.749.9993 OTHERWISE. www.mcknze.com TRUE PLAN C. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. NORTH NORTH D. ALL INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. INDEX OF DRAWINGS M AC K E N Z I E r 9'-0" 9`1 E. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH DESIGN DRIVEN I CLIENT FOCUSED SUITE STANDARD UNLESS NOTED OTHERWISE. A2.1 PARTIAL EIGHTH FLOOR DEMO PLAN, FLOOR PLAN, REFLECTED CEILING PLAN, 3 Client 6 7 F. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS KEY PLAN, SITE PLAN AND NOTES 801A 802A 8o3A FINISH PRODUCTS. A8.1 DETAILS AND SCHEDULES G. ALL DIMENSIONS SHOWN AS PLUS/MINUS (f) ARE FOR GENERAL LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND SERVER 4 7 CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT OF ANY 801 DISCREPANCIES PRIOR TO START OF WORK. SCOPE OF WORK H. ADD SOUND INSULATION IN ALL NEW WALLS. 5 H o R E $ T E , N OFFICE OFFICE I. OUTLETS INDICATED ARE EXISTING. SITE OBSERVATION OF AREAS OF WORK THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS 802 803 HAS BEEN PERFORMED (ON 07/07/2014, WHILIE OCCUPIED) AND PLAN, FOR AN APPROXIMATELY 400 SQUARE FOOT TENANT ON THE EIGHTH OF TWELVE FLOORS. ELECTRICAL AND CEILING INFORMATION HAS BEEN UPDATED (OBSERVATION WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS AND RECITES. IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). FULL FLOOR HAS NOT BEEN VERIFIED. J. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO CONVEY TENANT" APPROVAL: GENERAL INTENT ONLY. COORDINATE ELECTRICAL/DATA/SWITCHING Project 5 REQUIREMENTS WITH TENANT AND PROVIDE DRAWINGS BY DEFERRED MORTGAGE EXPRESS SUBMITTAL. SUITE W0 DESIGN/CODE DATA TENANT 2 PARTIAL EIGHTH FLOOR PLAN KEYNOTES GOVERNING CODE: 2014 OSSC IMPROVEMENT A2.� 1/8"=1'-0" 1. DEMO EXISTING WALL TO RECEIVE NEW DOOR. OCCUPANCY. B UNOXN TOR roco( CONSTRUCTION TYPE: TYPE I—B 0260 W GREENBURG RD 2. RELOCATE EXISTING THERMOSTAT AS REQULRED FOR NEW BUILD OUT. APPROX): APPROX TRUE PLAN 3. ALIGN NEW WALL WITH EXISTING WALL. TENANT AREA ( . 16,377 S.F. PORTLAND, OREGON NORTH NORTH 4. INFILL EXISTING DOOR OPENING TO MATCH ADJACENT WALLS. OCCUPANCY LOAD: 164 5. INFILL EXISTING DOOR OPENING TO MATCH ADJACENT WALLS. EXTEND WALL 2 REQUIRED EXITS, 4 EXITS PROVIDED ._ ;.. TO STRUCTURE IF REQUIRED TO MATCH ADJACENT CONDITION AND MAINTAIN y EXISTING RATING AS REQUIRED. PATCH AND REPAIR CORRIDOR FINISHES TO ALL EXITS ARE EXISTING AND ALL EXITS HAVE APPROPRIATE EXIT SIGNAGE MATCH EXISTING BUILDING STANDARD CORRIDOR FINISHES. BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION 6. MODIFY EXISTING PHONE BOARD TO ACCOMMODATE NEW DOOR. WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER 7. NEW 3'-0"t WIDE TEMPERED RELITE TO MATCH SUITE STANDARD, SEE DETAIL 4/A8.1. �u Y 8. NO WORK THIS AREA. DEFERRED SUBMITTAL 2014 OSSC SECTION 107.3.4.2 (by separate permit) , FIRE SPRINKLER LEGEND �dy ". FIRE ALARM 0 "T,:" MECHANICAL rYEXISTING CONSTRUCTION TO BE DEMOLISHED ELECTRICAL C> ALL RIGHTS R SERVED EXIT ILLUMINATION Y- THESE DRAWINGS ARE THE PROPERTY EXISTING WALL TO REMAIN OF MACKENZIE AND ARE NOT TO BE NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN USED OR REPRODUCED IN ANY MANNER, NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS IWITHOUT PRIOR WRITTEN PERMISSION EXISTING 2 HOUR RATED WALL TO REMAIN ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT REVISIONS: 3 PARTIAL REFLECTED CEILING PLAN DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW Z EXISTING 1 HOUR RATED WALL TO REMAIN PRIOR TO SUBMITTAL of REvtstoNs REVISION DELTA >_J THIS CLOSING DATE A21 NEW CORRIDOR WALL INFILL o SHEET TRUE PLAN — AREA OF WORK, APPROX. 400 SF NORTH NORTH 9 EXISTING POWER OUTLET AND VOICE/DATA ROUGH IN LOCATION VALUATION —+- 203'-3", 1/3 OF DIAGONAL=67'-9" 9 NEW POWER OUTLET VALUATION OF WORK = $11,551 —�- DISTANCE BETWEEN EXITS=104'-7" EXISTING QUADRUPLEX OUTLET EXISTING COVERPLATE —� + EXISTING THERMOSTAT SW locust Steet —�- � c3� ° "l . ;f30 l I liil f J i N III 6 Til lit'll, 11 fl lF • DEMOLISHED OUTLET AND TELEPHONE/DATA s�lI Ywd It Ct ..,r I t ' l In'..r'l r301AC1lIf1 1, 11. I 1 i 117 _ I I rr rr' �t (` � 'lir .i � '•. � �S. '^ � il.. 7E� , NEW LIGHT SWITCH WITH OCCUPANCY SENSOR STRUCTURED PARKING SHEET TITLE: ` � . ' r ..•._c _ J rs ,. F AREA OF WORK PARTIAL EIGHTH ✓.. l.� ..J� 1 / - - PLA EXISTING CEILING GRID I N, FLUOR MO 6� � 1 ,y FLOOR PLAN, _ DEMOLISHED SUPPLY/RETURN VENT '�� 5k ;'' /' `� REFLECTED EXIT L I ;' _ REVIEWED CrrYOF fiIGARif _ CEILING PLAN, OR E OMPLrAN _ EXIT EXISTING SUPPLY/RETURN VENT TO REMAIN f y {� i _ , 3�, : ;;y, F COD c _ KEY PLAN SITE • J 4 �N > u.w �� { 1 , r '' Approved: j /.� EXISTING SPRINKLER HEAD' "' PLAN AN NOTE yt ji, r OTC. ® EXISTING SMOKE DETECTOR b o; v. ; 9 _. ._- i'. Permit#: P- -0 ' ' Address. '� DRAWIN BY: SYB jilil �1� j cAy "i .,III:.. • re. NEW OR RELOCATED 2x4' FLUORESCENT LIGHT FIXTURE Suite#: 1. 1,-W-W p^Y" 1 CHECKED BY: SBH, PDK EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN ""' Thi I I1:1 i':1i ill, iir i.; I By: Date: T \ STRUCIURED PARKING " STRUCTUREDPARKfNG SI'-IEE,I _________ , , 4Iji It t'j. li ! II .. -` I DEMOLISHED 2X4 FLUORESCENT LIGHT FIXTURE TO BE RELOCATED r �. -y:• iiii'------------- ...I OFFICE y i Y as EXISTING EXIT SIGN TO BE REMOVED/RELOCATED swoaKstreet ."...._... _.••-•. _. _ I 2550' 100 20 0' A2.11KEY NOTE FOR REFERENCE � � I VVV 11 f/ fd �� 4 KEY PLAN 5 SITE PLAN , A2.1 NTS sooA DOOR NUMBER SYMBOL A2.1 NTS JOB N0. 2110954.31 TRUE PLAN EXIT REQUIRED EXIT TRUE PERMIT SETS 01-29-15 NORTH NORTH NORTH 211095431\ARCH\31—A2.1.DWG KJF 01/29/15 09:33 1:96.00 FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 * NOTE: LINCOLN TOWER STUD SIZE: 2X" BERG 2 8 MAX. ADJACENT WALLS. FASTEN CLOSURE ANGLE WITH #6 CLIP SCREWS DIRECTLY TO WALL FRAMING OR PROVI0E STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER , LIMITING WALL HEIGHT TABLE ATTACH STUD TRACK ADDITIONAL X12 WIRE SUPPORT AT ALL MEMBERSPCIS R NON WALLS L/240 ® 5psf \ THROUGH GRID TO WITHIN 8" OF PERIMETER BRACE ABOVE LATERAL BRACING WITH APPROVED VERTICAL ® i0• DESIGNATM SPACING MAX. WALL HEK�'IT f COMPRESSION STRUT AT 12'-0" OC EA WAY • ° ° " " SUSPENDED CLG /s ° ° 2505125-18 24 8–4 ASSEMBLY Architecture ■ Interiors COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 250S125--18 16" 9'-7" 45• Planning ■Engineering "ATTACHED �� , 2505125-27 24" 9'-10" WALL" '°. . 250S125-18 16" 11'-3" 4aCUT TILE FOR TIGHT 25 GA 3 1/2 METAL STUD BRACING OO 362S125-18 24" 13'-5" FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0" �10ELNQ EDGE AT WALL NTS 362S125-18 16" 14'-4" CASING BEAD USG 200–A OC W/ (2) #8 SHEET METAL Portland,OR NOTE. FOR UNATTACHED WALLS PROVIDE A 1/2- A 70 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP 362S162-33 16" 16'-5" GYP BD EA SIDE SCREWS O EACH END. BRACING 503.224.9560 TO BE PROVIDED WHERE DISTANCE – DO NOT SCREW SVancouver,WA ERC 2 CLIP TO TRACK 362S162-43 16" 18'-0" SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING 360.695.,WA ` AT ALL NEW WALLS, TYP. 879 TABLE MAX. LENGTH 6005162-33 .16" 24'-6Seattle,WA --CROSS RUNNERS FIT BETWEEN MAIN RUNNERSBETWEEN WALLS EXCEEDS 8'-0" OC 206.749.9993 1/2" DIA CONDUIT EMT 5–10" MAIN RUNNERS AT 4'-0" OC 3/4ff 3/4DIA CONDUIT EMT 7#-80 MITEIOR NON STRUCTMAL W METAL STUDS www mcknze.com " SUPPORT WITH 12 WIRE AT 4'-0" OC OR " WITH C191AW ME FACMKi L/360 ® 5psf METAL STUDS SEE WALL HEIGHT 6'-0" MAX 1 DIA CONDUIT EMT 9,-9 " GYP BD EA SIDE TABLE FOR GAUGE AND SPACING WITH #10 WIRE AT 5'-0- OC EA WAY SGL 1625125-33 MTL STUD 12'-0" AC _ DESKMTION SPACING MAX. WALL HEKA-ff CONT ACOUSTIC SEALANT M AC K E N Z I E. LATERALLY BRACE MAIN RUNNER TO 1 5 8 x20GA EA SIDE AGAINST TRACK DESIGN DRIVEN 1 CLIENT FOCUSED NOTE: STRUCTURE AT 12'–Om OC EA WAY. BACK TO BACK 162S125-33 15'=0" 362S125-18 16" 12'-4" NO SEALANT AT SIM COND Client ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8 x2OGA 362S125-33 16" 14'-3" CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" 1/2- MAX APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN. 1,000 SF 2-1 2"x2OGA co BOTTOM TRACK TO FINISH CAPACITY.. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG " WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH ♦-- BACK TO BACK 250S125-33 15 –0 " " CONCRETE SLAB FLOOR W/' POWDER DRIVEN 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. t– " # MTL STUDS 2-1 2 x2OGA = ANCHORS AT 4'–Om OC AND OTHER LARGE OBSTRUCTIONS 3 W W ..J SHORE STEIN SUSPENDED CEILING BRACING Z 2 WALL HEIGHT TABLE 3 NON-BEARING WALL 3 �Am) NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS 0A8.1 a A8.1 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" W THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 3 z SOUND ATTENUATION BATT Project AS occuRs MCWffGAGE EXPRESS GYP Bo WALL As occuRs DOOR SCHEDULE SUM= No — TENANT d. DOOR DOOR DOOR -DOOR FRAME DETAILS HDWR RATING COMMENTS IMPROVEMENT SOUND ATTENUATION BATT OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH GROUP AS OCCURS 801A 3'-0"x8'-6"f 1 FL SC S HMK FF 5/A 8.1 H-2 -- 1 DOUBLE STUD AT JAMB, TYP GYP-BD WALL AS OCCURS 802A 3'-0"x8'-6"f 1N" FL/R SC S HMK FF 4 A8.1 H-1 -- 1 LINCOLN TOWER SW OF439GRM RD 803A R 3'-0"x8'-6"f 1 " FL SC S HMK FF 4/A8.1 H-1 -- 1 10260 PORTLAND, OREGON HARDWARE GROUPS: ABBREVIATIONS: d- H-1: PASSAGE EXIST EXISTING LATCHSET F75 GRADE 1, FF FACTORY FINISH BU TTS, SEAL, STOPS v METAL DOOR FRAME TO FL FLUSH MATCH SUITE STANDARD DOUBLE STUD AT JAMB, TYP z H-2: STOREROOM/SERVER FL/R FLUSH WITH ADJACENT RELITE J - - - - LOCKSET F86 , HMK HOLLOW METAL KNOCKDOWNrAl LIJGRADE 1, BUTTS, SEAL, S STAIN Lq METAL DOOR FRAME TO STOPS, CLOSER Sc SOLID CORE WOOD ' e MATCH SUITE STANDARD I?. ,�3I1s °�, DOOR SCHEDULE COMMENTS. DOOR SCHEDULE NOTES: 1. NEW DOORS AND FRAMES TO A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, i MATCH EXISTING SUITE STANDARDS. AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. B. ALL SECONDARY DOORS TO HAVE DEADSOLTS REMOVED, INSTALL COVERPLATES OR CHANGE DOORS AS AVAILABLE. © ALM RIGHTS RESERVED 2015 ED C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE SIDE LIGHT AS OCCURS MEASUREMENTS BASED ON FIELD OBSERVATION. THESE DRAWINGS ARE THE PROPERTY WITH 1/4" TEMPERED GLASS D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING USED ORREPRODUCEDA ARE ANY MANNER, INVENTORY OR RELOCATED WITHIN SUITE WHERE WITHOUT PRIOR WRITTEN PERMISSION POSSIBLE. REVISIONS. U Z N U5Fc REVISIONS REVISION DELTA K`4 TYP INTERIOR DOOR 5 TYP INTERIOR DOOR THIS CLOSING DATE �c�i SHEET A&1 WITH NON INTEGRAL RELITE – HEAD SIMILAR 3"=1'-0" o A&1 HEAD SIMILAR ROOM FINISH SCHEDULE - FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING — ROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH NO FINISH FINISH FINISH FINISH FINISH FINISH HT' MAT'L COMMENTS 801 SERVER EXISTEXIST/RB P GBP P P EXIST EXIST 1 _ 802 OFFICE EXIST EXIST/R GB/P I GB/P I GB/P GB/P I EXIST EXIST -- 803 OFFICE I EXIST 1EXIST/R0 GBIP I P I P I GB EXIST I EXIST -- — FINISH SCHEDULE NOTES. ABBREVIATIONS. A. EXISTING CARPET AND RUBBER BASE TO REMAIN. NEW CPT CARPET SHEET TITLE: RUBBER BASE AT NEW WALLS ONLY AND/OR ENTIRE EXIST EXISTING DETAILS AND WALLS AND ROOMS WHERE AFFECTED BY GB GYPSUM BOARD SCHEDULES CONSTRUCTION TO MATCH EXISTING. P PAINT B. PAINT NEW WALLS ONLY AND/OR WALLS AND ROOMS RB RUBBER BASE WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. VCT VINYL COMPOSITION TILE FINISH SCHEDULE COMMENTS: 1. PATCH EXISTING VCT AND EXISTING CARPET WHERE NEW SERVER ROOM DOOR OCCURS. DRAWN BY: SYB CHECKED BY: SBH, PDK SHEET: A8.1 J013 N0. 2110954.31 PERMIT SET' 01-29-15 211095431\ARCH\31-A8.1.DWG SIB 01/28/15 16:30 1:96.00