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Plans (3)BUP201,3 00211 3 0 U 1-110 U V) 0) C �3 0 0 n C O Q X LU O N C L O J_ 0 �o 0 10 M 07 t U C Q W O V) 00 V C 0 U C J Q LO p, o. 0 0 o N U-0 DRAWING INDEX DEMOLITION Fax: 1. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE Whit Middlecoff Cell Phone: STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. A-1 CODE SHEET & GENERAL INFORMATION whit®gbdarchitects.com A-2 FLOOR PLAN / SCHEDULES 2. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL EXISTING AREAS TO REMAIN FROM DAMAGES THAT A-3 REFLECTED CEILING PLAN MIGHT OCCUR DURING DEMOLITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL AREAS THAT HAVE BEEN A-4 INTERIOR DETAILS DAMAGED DUE TO INADEQUATE PROTECTION. 3. MAINTAIN 100% SPRINKLER COVERAGE. 4. REMOVE ALL EXISTING SIGNAGE, PICTURES, NAILS, HOOKS, EQUIPMENT, ETC., LEFT BEHIND FROM PRIOR TENANT, FROM ALL WALLS, DOORS, DOOR FRAMES, STRUCTURAL, AND CONCRE>-E CEILING. CGDE SUMMARY CONSTRUCTION_ CODE 2010 OREGON STRUCTURAL SPECIALTY CODE ZONING MUE-1 1. PERFORM ALL WORK IN ACCORDANCE WITH ESTABLISHED BUILDING STANDARDS FOR TENANT IMPROVEMENTS. FIRE PROTECTION SMOKE DETECTION SYSTEM 2. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL PARTITIONS TERMINATE AT THE UNDERSIDE OF THE EXISTING SUSPENDED CEILING UNLESS OTHERWISE NOTED. AREA SUITE 360: 3,035 USF CONSTRUCTION TYPE: 2-B 3. MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS INDICATED ARE FOR INFORMATION ONLY. THESE SYSTEMS ARE SUB -CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT, UNDER THE MASTER PERMIT FOR STORIES 5 THIS PROJECT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB -CONTRACTOR TO OBTAIN THESE PERMITS. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT, BOTH EXISTING AND NEW. OCCUPANT LOAD OCCUPANT LOAD FACTOR: 100 EGRESS NUMBER OF REQUIRED EXITS: 1 OCCUPANT LOAD 30 4. MAINTAIN 100% ALARM COVERAGE. 5. ALL WALLS, DOORS, FLOORS, CEILINGS WITHIN THE LIMITS OF WORK NOTED, ARE TO BE PATCHED, PLASTERED, SANDED AND PREPARED READY FOR THE NEW FINISH SPECIFIED. THE OLOWIHNG ENRAL NOTES GENERAL NOTES INDIVIDDUALINSHEEi�SHIS 6. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CITY OF TIGARD REQUIREMENTS. PACKAGE. EY DO OT REAPPEARPLY ON TORE 7. THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING, MECHANICAL AND ELECTRICAL ITEMS AND PARTITIONS IS A. ALL WORK IN THIS BUILDING IS TO BE PERFORMED UNDER THE CITY OF TIGARD PERMIT PROGRAM. A MASTER PROJECT THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR/VENDOR TO MEET CITY OF TIGARD BUILDING CODE. NUMBER WILL BE ISSUED FOR THE PROJECT. ALL OTHER DESIGN BUILD PERMITS ARE TO BE TAKEN OUT AS SEPARATE PERMITS UNDER THE MASTER PROJECT NUMBER. 8. SEAL ALL THROUGH FLOOR / RATED -WALL PENETRATIONS WITH RATED ASSEMBLIES AS REQUIRED TO MAINTAIN THE INTEGRITY OF FLOOR / WALL ASSEMBLY. B. MECHANICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. MECHANICAL WORK INDICATED IN THESE 9. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE ARE TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS DOCUMENTS IS FOR INFORMATION ONLY, MECHANICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND CONDITION IS TYPICAL AND WILL NOT BE DIMENSIONED. PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE REQUIREMENTS. MECHANICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN 10. ALL NEW AND EXISTING DOORS TO BE SOLID CORE FLUSH TO MATCH BUILDING STANDARD AND HAVE BUILDING STANDARD BUILD PROJECTS, AND SUBMIT PROJECT TO CITY OF TIGARD. MECHANICAL DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, LEVER HARDWARE AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. 11. UTILIZE ZERO VOC PAINT SYSTEMS, INCLUDING PRIMERS AND FINISH PRODUCTS. 12. PROVIDE SOUND INSULATION IN ALL NEW WALLS EXCEPT FOR LOW OR PARTIAL HEIGHT PARTITIONS. C. PLUMBING WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. PLUMBING WORK INDICATED IN THESE DOCUMENTS IS FOR INFORMATION ONLY. PLUMBING CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING CODE 13. EDGE -BANDING ON ALL CASEWORK IS TO MATCH THE VERTICAL SURFACES UNLESS OTHERWISE NOTED. REQUIREMENTS. PLUMBING CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. MAINTAIN, 100% SPRINKLER COVERAGE THROUGHOUT BUILDING. PLUMBING DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT, PRIOR TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. u MEC 1 1 ANICAL D. ELECTRICAL WORK IS PROVIDED THROUGH A CONTRACTOR DESIGN BUILD SYSTEM. ELECTRICAL WORK INDICATED IN THESE DOCUMENTS IS FOR INFORMATION ONLY. ELECTRICAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROVIDE ENGINEERED DRAWINGS TO MEET THE DESIGN DEPICTED IN THESE DOCUMENTS AND ALL CITY OF TIGARD BUILDING 1. MECHANICAL AND FIRE PROTECTION SYSTEM WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY CODE REQUIREMENTS. ELECTRICAL CONTRACTOR IS TO MEET ALL CITY OF TIGARD SUBMITTAL REQUIREMENTS FOR DESIGN SIZES AND LOCATIONS OF ALL EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB -CONTRACTOR DESIGN/BUILD BUILD PROJECTS, AND SUBMIT PROJECT THROUGH THE CITY OF TIGARD PERMIT PROGRAM. ELECTRICAL. DESIGN BUILD AND ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB -CONTRACTOR DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S TO ISSUING TO THE CITY OF TIGARD FOR PERMIT. CONSTRUCTION MANAGER AND ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. E. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED TO MEET THE IBC AND PRESCRIPTIVE LIGHTING PATH (IBC 2007.) 2. CONTRACTOR TO PROVIDE CFM DELIVERY FOR EACH REGISTER ON THE MECHANICAL DB DRAWINGS. EGRESS PLAN IS INDICATED IN THESE DOCUMENTS. 3. ALL MECHANICAL PLANS ARE TO BE SUBMITTED FOR APPROVAL BY THE OWNERS' CONSTRUCTION MANAGER AND ARCHITECT F. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO SPRINKLER SYSTEMS, SMOKE PRIOR TO COMMENCEMENT OF MECHANICAL WORK. DETECTION SYSTEMS, SMOKE EVACUATION SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS. 4. CONTRACTOR TO SUBMIT ALONG WITH BID NUMBER OF EXISTING AND PROPOSED VAV BOXES AND TERMINAL UNITS G. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES, AS MODIFIED FOR THIS BUILDING ON CONTEMPLATED AS PART OF DESIGN BUILD CONTRACT. RECORD AT THE CITY OF TIGARD. IN CASE OF CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAW OR ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. ELECTRICAL H. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR UNFAVORABLE CONDITIONS OR EVENT WHICH MIGHT HAVE BEEN DISCOVERED THROUGH A THOROUGH EXAMINATION OF THE 1. ELECTRICAL WORK INDICATED IS FOR INFORMATION ONLY. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN EQUIPMENT, BOTH EXISTING AND NEW. THESE SYSTEMS ARE SUB -CONTRACTOR DESIGN/BUILD AND ARE TO BE SUBMITTED FROM INFORMATION AVAILABLE AT THE TIME. UNDER SEPARATE PERMIT. IT IS THE RESPONSIBILITY OF THE DESIGN/BUILD SUB -CONTRACTOR TO OBTAIN THESE PERMITS. DESIGN BUILD DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE OWNER'S CONSTRUCTION MANAGER AND I. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. ARCHITECT PRIOR TO SUBMITTING TO THE CITY OF TIGARD FOR PERMIT. J. PROVIDE ALL LABOR, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK SHOWN ON THE DRAWINGS OTHERWISE. AND DESCRIBED HEREIN. 2. ALL NEW ELECTRICAL OUTLETS TO BE MOUNTED AT +18° UNLESS NOTED 3. ALL RECEPTACLES, SWITCHES AND COVERS TO BE BUILDING STANDARD AND MATCH IN COLOR. FIELD VERIFY COLOR UNLESS OTHERWISE NOTED. 4. SWITCHING FOR ALL LIGHT FIXTURES TO BE COORDINATED BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS PRIOR TO BEGINNING OF WORK. CONFIRM W/ ARCHITECT. 5. MODIFY EMERGENCY EGRESS LIGHTING AS NECESSARY TO MATCH PRESCRIBED PATH AND TO CONFORM WITH IBC 2003. SEE EGRESS PLAN FOR EGRESS LIGHTING PATH. 6. CONTRACTOR TO GET FIRE LIFE SAFETY DESIGN PRICING AND DEVICE COUNT FROM SEIMENS. ELECTRICAL CONTRACTOR TO VICINITYPLAN INCLUDE FIRE LIFE SAFETY IN IT'S BID. NO Ct W Locust St aquare Fid P � h ani r' SWoak St Sof{� i + w ` . . TENANT IMPROVEMENT FOR CONTACTS BUILDING MANAGEMENT: SHORENSTEIN REALTY SERVICES, L.P 5335 Meadows Road Suite - 275 Lake Oswego, Oregon 97035 Phone: 503/619-3200 Fax: 503/619-3210 Contact: Andrea O'Neil Cell Phone: 503/519-9506 Email: aoneil®shorenstein.com EGRESS PLAN CONTRACTOR: RUSSELL CONSTRUCTION, INC 20915 SW 105th Ave Tualatin, Oregon 97062-9511 Phone: 503/692-9002 Fax: 503/692-9008 Contact: Donn Sturdivant Email: Dsturdivant®russellconstruction.com LIMITS OF2 WORK OXEIVED I. 2013 CITY Of TIGARD Bt6jLVANa DIVIs10N ARCHITECT: GBD ARCHITECTS, Incorporated 1120 NW Couch Street Suite - 300 Portland, Oregon 97209 Phone: 503/224-9656 Fax: 503/299-6273 Contact: Whit Middlecoff Cell Phone: 503/758-9053 Email: whit®gbdarchitects.com LEGEND 11111110. EXIT DENOTES AREA OF MIN 3'-8" WIDE EGRESS PATH ZE) C10a0`i3 PROVIDE EGRESS ILLUMINATION ALONG EXIT PATH NOT LESS THAN (1) FOOT CANDLE MEASURED CONTINUOULY AT THE WALKING SURFACE. CITE' OF TIGARD Approved .......................... L Conditionally Approved...........,.. [ See Letter to: Follow .................. [ 1 Attached ................ [ Permit Number: _8 4, 0;t 1. , r Address; -' Approved plan: shall be ort job site Shorenstein Realty Services One SW Columbia Street, Suite 300 Portland, Oregon 97258 Lincoln Center - One Lincoln 10300 SW Greenburg Road Tigard, Oregon 97224 DILORENZO EXPANSION 3RD FLOOR, SUITE 360 Apo AIG L. VIS PORT D, OREGON 008 �O OF REVISIONS DATE AUGUST 2, 2013 PROJECT NUMBER 20094548 1120 NW Couch Street Suite 300, Portland 0 R 9 7 2 0 9 Tel: (503) 224.9656 Fax: (503) 299.6273 www.gbdarchitects.com A- 1 Tenant Approval Date U U r N C L a i O LnC QX W 0 C N 10 M IL co I U C J w O N CO v� C O U C E �o d' N 01- o- N ch o °- N I —� N E:o FINISH SCHEDULE ELEVAPONS ROOM R NAME FLOOR BASE IN aE S W CEILING PLASTIC LAMINATE REMARKS a12 PECEPtICN STRAIGHT IN CARPETED AREAS, COVED IN RESILIENT FLUOR AREAS _ MATCH EXISTING _ 12` WIDE BROADLOOM IPI MATCH EXISTING EXISTING T) REMAIN 304 SERVER TO MATCH EXISTING ACOUSTICAL CEILING TILE REPLACE STAINED OR DAMAGED TILES 0 PROVIDE EXISTING TO REMAIN 306 BREAK - _ PROVIDE DEDICATED OUTLET FOR TENANT'S COPY MACHINE. EXISTING TO REMAIN 308 OFFICE EXISTING TO REMAIN 310 OFFICE I - EXISTING 10 REMAIN 312 OFFICE - - EXISTING TO REMAIN 314 OFFICE EXISTING TO REMAIN 315 MEETING EXISTING TO REMAIN 318 OFFICE l LL EXISTING TO REMAIN 320 322 OFFICE OFFICE - - - -� - EXISTING TO REMAIN EXISTING TO REMAIN 324 326 328 y OFFICE OFFICE OFFICE - , ...,_ _ ........ �_. - - -- - EXISTING TO REMAIN EXISTING TG REMAIN �. EXISTING TO RIN X330 OFFICE _....._.,__._ CPT _ —._8__._ _- _ Pi I I.__. P1 ACT! _ _.__...._._..._—.._._...._._. 332 OFFICE CPT RE F1 P1 PI PI ACTT 334 WORK CPT RFsPI PI PI P1 ACTT PPI/PL2 334 MEETINGGPT R8 P1 P1 FPI I'g ACTI HARDWARE GROUPS GROUP 1: DOOR-SCHEDULE- FINISH LEGEND PIVOT HINGE CODE PRODUCT DESCRIPTION REMARKS IR8 MATCH I TttSiING RUBBER BASE STRAIGHT IN CARPETED AREAS, COVED IN RESILIENT FLUOR AREAS ;CPT MATCH EXISTING CARPET 12` WIDE BROADLOOM IPI MATCH EXISTING GENERAL WALL PAINT ALL GLASS FRAMELESS ACTII i TO MATCH EXISTING ACOUSTICAL CEILING TILE REPLACE STAINED OR DAMAGED TILES 0 PROVIDE HARDWARE GROUPS GROUP 1: DOOR-SCHEDULE- LATCH SET PIVOT HINGE HINGES Hdwr. i No. of Head/Jamb I Number p Grou Leafs 1 Detail _ -1 330-1 332-1 - 1 1 - ..ea 1 2/A-4 1 2/A-4 VISION PANEL IN DOOR L336-1 2 I 1 T ALL GLASS FRAMELESS ....... . .. . ....... ----------- 0 PROVIDE HARDWARE GROUPS GROUP 1: GROUP 2: LATCH SET PIVOT HINGE HINGES CONCEALED CLOSER SILENCERS PUSH/PULL HARDWARE WALL STOP PROVIDE 5 EQ. 8'-6" 3 WORK 334 —ELEVATION 1/4" = 1 ' -0" V C94 r Mori, 12 II i \i - - 3 -- 11, :D. 1 PARTIAL 3RD FLOOR DEMOLITION PLAN 1 8" = 1'-0" WHEN PRINTED ON 22 x 34 PAPER `-' 10" N �FFICE N OFFICE N� OFFICE 332 330 N 328 E O � co j 2 I�L �►I WORK ® 334 - �DM ON NN 3 W_r 11 OFFICE OFFICE 3 0 MEETING 322 320 336 60N i 2o ------ __._-__ +44 +44 ' T BB 33 1 - -- - -- _qa _ EXIST. RECEPTION tw"\? UP — - D _._ 220V __.. T SERVER 3 LI I I (E I I H OFFICE 326 m m mI OFFICE OFFICE OFFICE BREAK 3( 1 1 1 310 312 iw OFFICE 324 �2 OBB OFFICE 318 EXIST. MEETING 316 4 OFFICE 314 I 306 2 PARTIAL 3RD FLOOR TENANT IMPROVEMENT PLAN 1/8" = 1'-0" WHEN PRINTED ON 22 x 34 PAPER GENERAL BUILDING NOTES: A. NEW DOORS TO MATCH EXISTING. FIELD VERIFY DOOR DIMENSIONS AND STYLE. B. NEW DOOR HARDWARE FINISH TO MATCH EXISTING FINISH OF OTHER DOORS IN SUITE. C. OUTLET ROUGH -IN DIMENSIONS ARE SHOWN DASHED. REFERENCE NOTES �i PROVIDE BUIDLING STANDARD VISION PANEL IN DOOR. O2 PROVIDE BUILDING STANDARD ALL GLASS FRAMELESS DOOR AND 24" WIDE RELITE. MATCH STYLE OF DOOR AND RELITE IN MEETING ROOM 316. 0 PROVIDE MAGNETIC WHITE BOARD PAINT ON THIS WALL ONLY. PREP WALL AS REQUIRED TO RECEIVE FINISH. LEGEND OFFICE —ROOM NAME (D ARCHITECTURAL PLAN 510A —ROOM NUMBER REFERENCE NOTE —ELEVATION REFERENCE A REVISION NUMBER Soy SHEET REFERENCE CPT -1 FLOORING TRANSITION �--DETAIL REFERENCE ---SHEET REFERENCECHANGE EXISTING PARTITION OR ON DUPLEX OBJECT TO BE REMOVED k—DENOTES NEW EXISTING PARTITION TO *N QUAD POWER REMAIN V N VOICE/DATA ROUGH—IN NEW BUILDING STANDARD PARTITION SWITCH — BUILDING STANDARD RELITE FLOOR MONUMENT OUTLET EXISTING DOOR AND FRAME gF FURNITURE OUTLET (BASE lJ TO REMAIN FEED) STI` I N Shorenstein Realty Services One SW Columbia Street, Suite 300 Portland, Oregon 97258 Lincoln Center - One Lincoln 10300 SW Greenburg Road Tigard, Oregon 97224 DILORENZO EXPANSION 3RD FLOOR, SUITE 360 ARC AIG L. DAVIS PORT D, OREGON 3008 S OF REVISIONS DATE AUGUST 2, 2013 PROJECT NUMBER 20094548 1120 NW Couch Street Suite 300, Portland OR 97209 Tel: (503) 224.9656 Fax: (503) 299.6273 www.gbdarchitects.com M A Tenant Approval PROVIDE NEW OR RELOCATED BUILDING STANDARD DOOR AND FRAME. 2 PROVIDE BUILDING STANDARD RELITE. MATCH STYLE AND DIMENSIONS OF EXISTING RELITES IN SUITE. 0 PROVIDE BACKING IN WALL FOR TENANT'S FLAT SCREEN TV. PROVIDE BUILDING STANDARD DEMISING WALL (EXTENTS SHOWN DASHED). 0 PROVIDE BUILDING STANDARD PLASTIC LAMINATE UPPER CABINETS. Q6 PROVIDE DEDICATED OUTLET FOR TENANT'S COPY MACHINE. �i PROVIDE BUIDLING STANDARD VISION PANEL IN DOOR. O2 PROVIDE BUILDING STANDARD ALL GLASS FRAMELESS DOOR AND 24" WIDE RELITE. MATCH STYLE OF DOOR AND RELITE IN MEETING ROOM 316. 0 PROVIDE MAGNETIC WHITE BOARD PAINT ON THIS WALL ONLY. PREP WALL AS REQUIRED TO RECEIVE FINISH. LEGEND OFFICE —ROOM NAME (D ARCHITECTURAL PLAN 510A —ROOM NUMBER REFERENCE NOTE —ELEVATION REFERENCE A REVISION NUMBER Soy SHEET REFERENCE CPT -1 FLOORING TRANSITION �--DETAIL REFERENCE ---SHEET REFERENCECHANGE EXISTING PARTITION OR ON DUPLEX OBJECT TO BE REMOVED k—DENOTES NEW EXISTING PARTITION TO *N QUAD POWER REMAIN V N VOICE/DATA ROUGH—IN NEW BUILDING STANDARD PARTITION SWITCH — BUILDING STANDARD RELITE FLOOR MONUMENT OUTLET EXISTING DOOR AND FRAME gF FURNITURE OUTLET (BASE lJ TO REMAIN FEED) STI` I N Shorenstein Realty Services One SW Columbia Street, Suite 300 Portland, Oregon 97258 Lincoln Center - One Lincoln 10300 SW Greenburg Road Tigard, Oregon 97224 DILORENZO EXPANSION 3RD FLOOR, SUITE 360 ARC AIG L. DAVIS PORT D, OREGON 3008 S OF REVISIONS DATE AUGUST 2, 2013 PROJECT NUMBER 20094548 1120 NW Couch Street Suite 300, Portland OR 97209 Tel: (503) 224.9656 Fax: (503) 299.6273 www.gbdarchitects.com M A Tenant Approval 3 U i n U 0 L 0 c 0 N 0 Q X LU 0 N a) L- 0 0 J n 0 10 M LL U Q w O V) 00 i C: 0 U J I %o or 0 1 NCO �o N W J_ C'4 LL o n� I I 1 1 I I I t i 1 1 I I I 1 1 1 I 1 1 1 1 I 1 t I 1 1 1 I I I I I I I I � ink �i 12 1 PARTIAL 3RD FLOOR REFLECTED CEILING PLAN Z 1/8" = 1'-0" WHEN PRINTED ON 22 x 34 PAPER GENERAL BUILDING NOTES: A. INSTALL SUSPENDED ACOUSTICAL TILE CEILINGS TO MATCH (EXISTING) AFF UNLESS NOTED OTHERWISE. B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL ON SHEET A-4. C. CENTER ALL RELOCATED DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2X2 TILE UNLESS NOTED OTHERWISE. D. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING, E. FURNITURE SHOWN FOR N.I.C. AND SHOWN FOR REFERENCE ONLY. REFERENCE NOTES 0 NOT USED. LEGEND -__--__-- EXISTING PARTITION OR OBJECT TO BE REMOVED EXISTING PARTITION TO REMAIN NEW BUILDING STANDARD PARTITION BUILDING STANDARD RELITE ACOUSTIC CEILING GRID EXISTING 2X4 CEILING LIGHT FIXTURE TO REMAIN ® NEW OR RELOCATED 2X4 CEILING LIGHT FIXTURE 2X4 LIGHT FIXTURE TO BE ---- REMOVED OR RELOCATED NN EXISTING 2X2 CEILING HVAC DIFFUSER TO REMAIN o EXISTING RECESSED CEILING LIGHT FIXTURE ® NEW OR RELOCATED EXIT SIGN ® EXIT SIGN EXIT SIGN TO BE REMOVED OR RELOCATED 0 SMOKE DETECTOR SPEAKER ® FIRE STROBE Shorenstein Realty Services One SW Columbia Street, Suite 300 Portland, Oregon 97258 Lincoln Center - One Lincoln 10300 SW Greenburg Road Tigard, Oregon 97224 DILORENZO EXPANSION 3RD FLOOR, SUITE 360 Ako fRAIG L. IS PORT OREGON 008 OF REVISIONS DATE AUGUST 2, 2013 PROJECT NUMBER 20094548 t ARCHITECTS 1120 NW Couch Street Suite 300, Portland 0 R 9 7 2 0 9 Tel: (503) 224.9656 Fax: (503) 299.6273 www.gbdarchitects.com Tenant Approval ME 3 U 1-11Q U N .3 a 0 0 / C: O Q X w O N C 0 0 1-0 m 0 No ch (y) U C Q w O 00 M- c O U c J Q. LO "t N O N co C:) C14 N W _J E: O c Lf i CONTINUOUS WOOD CLEATS. ATTACH TO EACH CABINET SECTION AND EACH METAL STUD. PLASTIC LAMINATE CABINET DOOR W/ WIRE PULLS (2) 3/4" ADJUSTABLE MELAMINE SHELVES CABINET DOOR TO ALIGN W/ CABINET BOTTOM 5 CASEWORK SECTION 3/4" = 1 '—Or' CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE 100# CAPABILITY VERTICAL STRUT AT 12'-0" O.C. EACH WAY LATERAL BRACING ADDITIONAL HANGERS ALL MEMBERS WITHIN 8" OF PERIMETER POP RIVET RUNNER TO J" WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE W/ #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER ACOUS. INSULATION 4'-0" EACH SIDE OF INSULATED PARTITIONS. SUSPENDED ACOUSTIC CEILING SYSTEM ETAL J BEAD ONT, j x 4" WIDE NEOPRENE GASKET HEAD TRACK DO NOT SCREW GYP. BD. TO RUNNER CHANNEL. PREPAINT EXPOSED LEGS FLAT BLACK j" TYPE "X" GYPSUM BOARD ON 24" METAL STUDS 0 24" O.C. ACOUSTICAL INSULATION. RUBBER BASE (SEE FINISH SCHEDULE) CONTINUOUS ACOUSTIC SEALANT UNDER BOTTOM TRACK AND BOTTOM OF GYP. BD. AT INSULATED PARTITION ONLY. CARPET (SEE FINISH SCHEDULE) EXISTING CONCRETE SLAB FLOOR 1 TYP INTERIOR PARTITION 1-1/2" = 1'-0" i-d ,YP. BOARD CURS STUD AT JAMB, TYP. STANDARD HOLLOW MTL )WN FRAME STANDARD HOLLOW MTL )WN FRAME 2 TYP INTERIOR DOOR/RELITE 1-1/2" = 1'-0" �- EXISTING STRUC. DECK ABOVE. -(2) #10 SHT MTL SCREWS, // OR 3/16" SHOT ANCHORS W/ 1 1/8" EMBEDMENT ALTERNATE 45 DEG METAL STUDS, 8'-0" O.C. (2) #10 SHEET METAL SCREWS CEILING LEVEL PAINT (TRACK STUD) REVEAL BLACK USE "PARTITION CLIP" OVER GRID T -BAR FOR TRACK STUD ATTACHMENT 3 WALL BRACING DETAIL N T S MFG.- USG MODEL: DONN DX DUTY: MAIN TEE - HEAVY DUTY CROSS TEE - HEAVY DUTY MAX. DESIGN FIXTURE WEIGHT 75 LBS. ACTUAL MAX. FIXTURE WEIGHT: SEPERATELY SUPPORTED CONNECTOR AT TOP OF WIRE: 3/16" SHOT ANCHOR W/ 1 1/8" EMBEDMENT SEISMIC STRUT: 3/4" CONDUIT W/ POSITIVE CONNECTION TO GRID 4'-0" O.C. 4'-0" O.C. (5'-0" O.C.) (5'-0" O.C.) -0" MAX 12'-0" O.C. EACH WAY LATERAL BRACING AT 12'-0" O.C. EACH WAY. MAIN RUNNER TO STRUCTURE. BEGIN BRACING WITHIN 6'0" OF PERIMETER AND 2'-0" FROM CROSS MEMBER. 4 LATERAL BRACING FOR SUSPENDED CEILINGS NTS BUILDING STRUCTURE COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB SECURE ALL HANGERS TO BUILDING STRUCTURE TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS. CROSS RUNNERS FIT BETWEEN MAIN RUNNERS MAIN RUNNERS AT 4'-0" O.C. SUPPORT WITH #12 WIRE AT 4'-0" O.C. OR WITH #10 WIRE AT 5'-0" O.C. SS 1-40 R E 5 T E! N Shorenstein Realty Services One SW Columbia Street, Suite 300 Portland, Oregon 97258 Lincoln Center - One Lincoln 10300 SW Greenburg Road Tigard, Oregon 97224 DILORENZO EXPANSION 3RD FLOOR, SUITE 360 ARC IGL.D ORTLAN , OREGON 08 11;S' OF 4g�' REVISIONS DATE AUGUST 2, 2013 PROJECT NUMBER 20094548 ARCHITECTS 1120 NW Couch Street Suite 300, Portland 0 R 9 7 2 0 9 Tel: (503) 224.9656 Fax: (503) 299.6273 www.gbdarchitects.com A-4 Tenant Approval Date