Loading...
Plans (4) 3 BUP2013 - 00024 r y S ' COM , AST CABLE COMMUNICATIONS y 1 1308 SW 68th PARKWAY JAN 31 2013 TIGARD , OREGON 97223 _"" , �� GDA PROJECT NO . 12018 K BUILDING TENANT COMCAST CABLE COMMUNICATIONS ONE COMCAST CENTER 1 1701 JOHN F. KENNEDY BLVD. PHILADELPHIA, PA 19103 -2838 ARCHITECT GROMATZKY DUPREE 8c ASSOCIATES 3090 OLIVE STREET, SUITE 500 DALLAS , TEXAS 75219 PHONE: 214-871 — 9078 FAX: 214- 871 — 9869 GENERAL CONTRACTOR LEASE CRUTCHER LEWIS 550 SW 12th AVENUE PORTLAND , OR 97205 PHONE: 503 -223 - 0500 FAX : 503 - 223-2874 a CIVIL STRUCTURAL ENGINEER GROUP MACKENZIE Q RIVER EAST CENT-- 1515 ENTE1515 SE WATER AVENUE, # 100 PORTLAND , OR 97214 PHONE: 503-224-9560 FAX: 503- 228- 1285 ELECTRICAL C A IF A13 1 11 C :S C COCHRAN , INC . 7550 SW TECH CENTER DRIVE, SUITE 220 TIGARD , OR 97223 /l]Lj7N I C A IF I N PHONE: 971 — 205- 4242 ?V4 T\ ELECTRICAL ENGINEER R&W ENGINEERING, INC . PF RA CFNTF R TECI INICAL 0 TIONS 9615 S .W. ALLEN BOULEVARD, SUITE 107 BEAVERTON , OR 97005 1 1308 SW 68th PARKWAY PHONE: 503 -726- 3318 FAX : 503 -726- 3326 TIGARD , OREGON MECHANICAL E HUNTER— DAVISSON , INC 1800 SE PERSHING STREET PORTLAND , OR 97202 PHONE: 505- 234- 0477 FAX : 505- 242- 3603 LANDSCAPE DESIGN GROUP MACKENZIE RIVEREAST CENTER 1515 SE WATER AVENUE, # 100 PORTLAND , OR 97214 PHONE: 503- 224- 9560 FAX: 503-228- 1285 C=OF GAS I VY11 Appttsovedr. a rr..rr �rrww warrra /.0 Conditionally Approvedr.w..w......r, See Letter to.FoVV l$o ................. Attached rrrrrr.......... Permit Number:02P201 F?-CC„1 Address: Byte• Z C t REVIEWED FOR KEITH RABUSE tt� CODE C -- DALLAS, EXAS LIC. NC?. 184 DEFERRED OF rtre Sprinkla . 1�ecl�ai�$ �lcctricnE .... Stop D mwing, AP 'PTAVS INCL UN-ATTACM � ECTF� ICATION BOOK TUCTURAL CALCS ...—CEOTECH REPORT MISC Ik?®CUMENTS, e - - OFF10E COrYDECEMBER 1 ' • SSUE FO MT A 2012 9 Gromatzky Dupree Sc Associates 3090 Olive Street, Suite 500 Dallas, Texas 75219 PHONE: (214) 871 -9078 FAX: (214) 871 -9869 www.gdoinet.com Copyright ©2012 PROJECT DESCRIPTION GENERAL NOTES CODE ANALYSIS TABULATIONS SHEET INDEX - INTERIOR FINISH OUT OF AN EXISTING TWO STORY BUILDING WITH MINOR SITE AND MUNICIPALITY: CITY OF TIGARD OREGON SHEET NO.TITLE ORIGINAL ISSUE CURRENT REVISION � EXTERIOR BUILDING MODIFICATIONS FOR USE BY A SINGLE TENANT. 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES WITH PLANS BUILDING ADDRESS: 11308 SW 68TH. PARKWAY, TIGARD, OR 97223 AO.00 COVER SHEET 12/14/2012 12/14/2012 AND AS-BUILT CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. COUNTY: WASHINGTON COUNTY A0.01 PROJECT INFORMATION / CODE ANALYSIS / SHEET INDEX 12/14/2012 12/14/2012 - 2. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. WHERE CONFLICTS OCCUR BETWEEN LARGE AND SMALL ZONING: MUE: MIXED USE EMPLOYMENT AO.02 LIFE SAFETY PLAN - 1ST. FLOOR 12/14/2012 12/14/2012 SCALE DETAIL DIMENSIONS, NOTIFY ARCHITECT FOR CLARIFICATION. SITE AREA: XXXXX 3. THE CONTRACTOR IN SUM SHALL INCLUDE ALL PERMITS, FEES, INSPECTION FEES AND DEPOSITS REQUIRED BY COVENANTS AND RESTRICTIONS: NONE A0.03 LIFE SAFETY PLAN - 2ND. FLOOR 12/14/2012 12/14/2012 ABBREVIATIONS GOVERNING BODIES HAVING LEGAL JURISDICTION FOR THE INSTALLATION OF ALL WORK. CONTRACT SUM SHALL INCLUDE ALL FEES, DEPOSITS, METER CHARGES, AND COORDINATION WITH THE VARIOUS UTILITY COMPANIES FOR BUILDING CODES: 2010 OREGON STRUCTURAL SPECIALTY CODE (BASED ON 2009 IBC) CIVIL A.B. - ANCHOR BOLT N.T.S. - NOT TO SCALE SERVICE. FINAL HOOKUP AND CONNECTION TO BE BY BUILDING GENERAL CONTRACTOR. IT SHALL BE THE 2011 OREGON ELECTRICAL SPECIALTY CODE ALT. - ALTERNATE N.I.C. - NOT IN CONTRACT 2010 OREGON MECHANICAL SPECIALTY CODE BUILDING GENERAL CONTRACTOR'S RESPONSIBILITY TO CALL FOR LOCAL INSPECTIONS AND OBTAIN APPROVAL FROM SHEET NO. TITLE ORIGINAL ISSUE CURRENT REVISION ALUM. - ALUMINUM O.C. - ON CENTER LOCAL INSPECTORS. C1.0 COVER SHEET 12/14/2012 12/14/2012 BLDG. - BUILDING 0.D. - OUTSIDE DIAMETER 2011 OREGON PLUMBING SPECIALTY CODE B.O. - BOTTOM OF O.H. - OVERHEAD 4. ALL THROUGH WALL FLASHING TO BE TURNED UP AT ENDS (END DAMS). 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE C2.1 OVERALL SITE PLAN 12/14/2012 12/14/2012 B.U.R. - BUILT UP ROOFING OPP. HAND - OPPOSITE HANDC2.2 ENLARGED SITE PLAN - NORTH PARKING LOT 12/14/2012 12/14/2012 COL. - COLUMN P.I.V. - POST INDICATOR VALVE 5. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, CONC. - CONCRETE PNL. - PANEL AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY FOR THE PERFORMANCE OF THE WORK. SEISMIC LOADS: SIESMIC LOADS HAVE BEEN APPLIED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, DESIGN C2.3 ENLARGED SITE PLAN - SOUTH PARKING LOT 12/14/2012 12/14/2012 CONT. - CONTINUOUS CATEGORY "D". CL - CENTER LINE PPL. - PLATETD. - PAINTED 6. UNLESS OTHERWISE PROVIDED IN THE CONTACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE AND PAY FOR C2.4 STORM DRAINAGE IMPROVEMENTS PLAN 12/14/2012 12/14/2012 I Gr®matzky Dupree & Associates CJ - CONTROL JOINT R. - RADIUS ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION AND OTHER C8.1 SITE DETAILS 12/14/2012 12/14/2012 D. - DEEP, DEPTH REF. - REFER TO FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. Project C8.2 SITE DETAILS 12/14/2012 12/14/2012 DIA. _ DIAMETER R.D. - ROOF DRAIN USE GROUP CLASSIFICATION: GROUP B - BUSINESS EA. EACH R.O.D. - ROOF OVERFLOW DRAIN 7. CONTRACTOR TO SUPPLY REQUIRED SPRINKLER PLANS TO BE APPROVED BY LOCAL FIRE MARSHALL, OWNER'S GROUP A2/A3 - ASSEMBLY EC2.1 EROSION CONTROL PLANS 12/14/2012 12/14/2012 ELEC. - ELECTRICAL R.D.L. - ROOF DRAIN LEADER INSURANCE COMPANY (IF REQUIRED), ARCHITECT AND THE ENGINEER OF RECORD. CONTRACTOR SHALL PAY FOR GROUP S1 - STORAGE ELEV. _ ELEVATION R.O.W. - RIGHT OF WAY ALL PERMITS AND FEES REQUIRED TO EXECUTE THE WORK. EC2.2 EROSION CONTROL DETAILS 12/14/2012 12/14/2012 E.J. EXPANSION JOIN T S.E.J. - STRUCTURAL EXPANSION JOINT EXP. - EXPANSION SIM. - SIMILAR 8. THE GENERAL CONTRACTOR SHALL COORDINATE LAYOUT OF SPRINKLER PIPING, IF REQUIRED, WITH ALL ACCESSORY USE AREAS: GROUP A - ASSEMBLY (BREAK ROOMS AND TRAINING ROOMS) E.W. - EACH WAY SP - SPACE PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT PRIOR TO INSTALLATION. ARCHITECTURAL F.D. - FLOOR DRAIN S.S. - SANITARY SEWER F.F. - FINISH FLOOR ELEVATION STD. - STANDARD 9. WORKMANSHIP, MATERIALS AND INSTALLATIONS SHALL CONFORM TO LATEST EDITIONS OF THE APPLICABLE SEPARATED USE GROUPS: GROUP B - GROUP A = 1 HR SHEET NO. TITLE ORIGINAL ISSUE CURRENT REVISION co C St FH - FIRE HYDRANT STRUC. - STRUCTURAL BUILDING CODES, AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS, AND GROUP B - GROUP S1 = 0 HR A1.00 OVERALL SITE PLAN 12/14/2012 12/14/2012 FOB. - FACE OF BUILDING TEMP. - TEMPERED MANUFACTURER'S STANDARDS THAT HAVE AUTHORITY OVER THIS PROJECT. GROUP A - GROUP S1 = 1 HR GALV - GALVANIZED _ THICK A1.01 SITE DETAILS 12/14/2012 12/14/2012 H. - HIGH, HEIGHT T.O. - TOP OF 10. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED CONSTRUCTION. THEY DO NOT INDICATE (ACCESSORY USE ARE, LESS THAN 10% OF THE AREA OF THE STORY, AND LESS THAN TABLE 503 Al.02 SITE DETAILS 12/14/2012 12/14/2012 TECHNICAL H.C. - HANDICAP T.S. - TUBE STEEL METHOD OF CONSTRUCTION OF BUILDING AND STRUCTURE. CONTRACTOR SHALL PROVIDE ALL MEASURES ALLOWABLE AREA) C p H.M. - HOLLOW METAL NP. - TYPICAL NECESSARY TO PROTECT STRUCTURE AND PERSONNEL DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, OPERATIONS I.D. - IDENTIFICATION I.B.C. - INTERNATIONAL BUILDING CODE BUT NOT BE LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, EXCAVATION CONSTRUCTION TYPE. TYPE IIB -FULLY SPRINKLERED D2.01 DEMOLITION PLAN - 1st. FLOOR 12/14/2012 12/14/2012 C J-BOX - JUNCTION BOX U.G. - UNDERGROUND PROTECTION, SCAFFOLDING, JOB SITE SAFETY, ETC. OBSERVATION VISITS TO THE SITE BY ARCHITECT, OWNER, OR CENTER JT. - JOINT U.N.O. - UNLESS NOTED OTHERWISE ENGINEER SHALL NOT INCLUDE INSPECTION OF ABOVE ITEMS. D2.02 DEMOLITION PLAN - 2nd. FLOOR 12/14/2012 12/14/2012 LB - POUND ALLOWABLE BUILDING HEIGHT: GROUP B - 4 STORIES 55' 11308 SW 68TH PARKWAY L. - LONG, LENGTH VERT. - VERTICAL 11. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUPERVISE AND COORDINATE VARIOUS TRADES IN GROUP A & S1 - 3 STORIES 55' TIGARD; OREGON 97223 WIDTH WIDE, MANUF. - MANUFACTURER W. - ALL MECHANICAL & EQUIPMENT ROOMS TO ALLOW SUFFICIENT ROOM FOR ALL EQUIPMENT. A2.01 FLOOR PLAN - 1st. FLOOR 12/14/2012 12/14/2012 MAX. - MAXIMUM W/ - WITH M.E.P. - MECHANICAL, ELECTRICAL, WOLM. - WOLMANIZED 12. STOREFRONT AND CURTAIN WALL SYSTEMS SHOWN ARE THE RESULT OF PRELIMINARY ENGINEERS BY ACTUAL BUILDING HEIGHT: 2 STORY, 33'-6" TOP OF PARAPET A2.02 FLOOR PLAN - 2nd. FLOOR 12/14/2012 12/14/2012 PLUMBING W/0 - WITH OUT MANUFACTURER. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT AND ENGINEER, PREPARED BY AND BEARING LA2.03 POWER EQUIPMENT PLAN - 1st. FLOOR 12/14/2012 12/14/2012 Z.C.S. ZINC COATED STEEL MIN. - MINIMUM - THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER. LOAD CALCULATIONS SHALL REFLECT SUCH DESIGN VALUES ALLOWABLE BUILDING AREA: UNLIMITED (SECTION 507) / MTL. - METAL AS REQUIRED BY THE CITY AND OTHER APPLICABLE CODES. A2.04 POWER / EQUIPMENT PLAN - 2nd. FLOOR 12/14/2012 12/14/2012 N.E.C. - NATIONAL ELECTRIC CODE 13. ON-SITE AND OFF-SITE UTILITIES ARE INDICATED ON THE ARCHITECTURAL DRAWINGS FOR COORDINATION FIRST FLOOR SECOND FLOOR TOTAL PURPOSES ONLY. ACTUAL BUILDING AREA: BUSINESS 6: 9,783 GSF 46,640 GSF 56,423 GSF A3.01 REFLECTED CEILING PLAN - 1st. FLOOR 12/14/2012 12/14/2012 Authorization 14. ALL SPOILS OF EXCAVATION (PIERS, FOOTINGS, TRENCHES, ETC.) NOT REUSED SHALL BE DISPOSED OF BY THE ASSEMBLY A: 4,210 GSF 875 GSF 5,085 GSF A3.02 REFLECTED CEILING PLAN - 2nd. FLOOR 12/14/2012 12/14/2012 CONTRACTOR, AS DIRECTED BY THE OWNER. STORAGE S1: 25,474 GSF 0 GSF 25,474 GSF A3.03 REFLECTED CEILING PLAN DETAILS 12/14/2012 12/14/2012 SYMBOL LEGEND P N F �� ��'� 15. THE CONTRACTOR SHALL NOT STORE BUILDING MATERIALS, STAGE CONSTRUCTION OM S ROM NOR GAIN TOTAL: 39,467 GSF 47,515 GSF 86,982 GSF ACCESS TO THE CONSTRUCTION SITE OVER ADJACENT PROPERTIES WITHOUT THE WRITTEN CONSENT OF THE A5.01 EXTERIOR ELEVATIONS 12/14/2012 12/14/2012 DESIGN/BUILDER. XWALL TYPE NUMBER OF OCCUPANTS TOTAL FIRST FLOOR: 382 OCCUPANTS � KEITH RABUSE � 16. ALL WELD BURNS, SCRATCHES, ETC. ON ALL STRUCTURAL STEEL AND METAL DECK SHALL BE PROPERLY FIRST FLOOR A7.01 PLAN DETAILS 12/14/2012 12/14/2012 ��..�\XX/AX.XX DETAIL REF. CLEANED AND REPAINTED. 17. ALL HOLES IN CONCRETE FLOOR SLAB CAUSED BY THE ATTACHMENT OF FORMWORK, BRACING, CONSTRUCTION NUMBER OF OCCUPANTS TOTAL SECOND FLOOR: 501 OCCUPANTS A7.02 DETAILS 12/14/2012 12/14/2012 DAL %XAS XX AXX ELEVATION REF. TRAFFIC, MATERIAL STORAGE OR OTHER REASONS SHALL BE CLEANED AND PATCHED. SECOND FLOOR A7.03 TECH ENTRY CANOPY 12/14/2012 12/14/2012 LSO' ®� $4 - ROOM XXX ROOM NUMBER 18. PROVIDE GROUND FAULT INTERRUPTERS, IN WET AREAS, AS REQUIRED. TOTAL BUILDING OCCUPANTS: 883 OCCUPANTS (AS CALCUATED ON AO.02 & AO.03) ) to( I XX/AXX SECTION REF. A9.00 FINISH SCHEDULE 12/14/2012 12/14/2012 1 OF 19. CONTRACTOR TO PROVIDE AND INSTALL SMOKE DETECTORS & FIRE EXTINGUISHERS PER CITY REQUIREMENTS. A9.01 FLOOR FINISH PLAN - 1st. FLOOR 12/14/2012 12%14/2012 xXx DOOR NUMBER PROVIDE MOUNTING AND/OR SIGNAGE AS REQUIRED. A9.02 FLOOR FINISH PLAN - 2nd. FLOOR 12/14/2012 12/14/2012 Design Team ___l 20. ALL PIPING AND CONDUIT ON THE EXTERIOR FACE OF THE BUILDING SHALL BE PAINTED TO MATCH THE LENGTH OF TRAVEL: 250 FEET (SPRINKLERED, GROUP A) A9.03 WALL FINISH PLAN - 1st. FLOOR 12/14/2012 12/14/2012 XX COLUMN CENTERLINE ADJACENT SURFACE. 300 FEET (SPRINKLERED, GROUP B) TENANT COMCAST CABLE A9.04 WALL FINISH PLAN - 2nd. FLOOR 12/14/2012 12/14/2012 1701 JOHN F.KENNEDY BOULEVARD X PLAN KEYNOTE 21. VAPOR BARRIER SHALL BE PLACED BELOW THE ENTIRE FLOOR SLAB AT ALL INTERIOR AREAS. 250 FEET (SPRINKLERED, GROUP S-1) PHILADELPHIA,PA 19103-2838 A9.05 ENLARGED RESTROOMS - 1st. FLOOR 12/14/2012 12/14/2012 TEL:215-286-7950 FAX:215-286-7990 W B FINISH KEYNOTES 22. CONTRACTOR TO PROVIDE AND INSTALL EXIT AND EMERGENCY LIGHTING PER DRAWINGS AND/OR CITY MAX. CORRIDOR DEAD END: 50 FEET (SPRINKLERED, GROUP B) A9.06 ENLARGED RESTROOMS - 2nd. FLOOR 12/14/2012 12/14/2012 F C REQUIREMENTS. A9.07 INTERIOR ELEVATIONS 12/14/2012 12/14/2012 GENERAL LEASE CRUTCHER LEWIS XXX _ _ ELEVATION HEIGHT 23. ALL EXTERIOR DOORS SHALL RECEIVE WEATHER-STRIPPING UNLESS SPECIFICALLY NOTED OTHERWISE WITHIN CONTRACTOR 550 SW 12th AVENUE XXX'-X" A.F.F�VIARKER THE CONTRACT DOCUMENTS. - 1 A9.08 INTERIOR ELEVATIONS 12/14/2012 12/14/2012 PORTLAND,OR 97205 XXX CEILING HEIGHT REQUIRED EXIT WIDTH: GROUP B: 109 OCC X .2 (SPRINKLERED) 2 8 A9.09 INTERIOR ELEVATIONS 12/14/2012 12/14/2012 TEL:503-223-0500 24. PENETRATIONS THRU WALLS OR CEILINGS NOTED TO BE FIRE RATED ARE TO BE SEALED AS REQUIRED TO FIRST FLOOR GROUP A3: 212 OCC X .2" (SPRINKLERED) = 42.4" FAX:503-223-2874 X RESTROOM ACCESSORY MAINTAIN THE RATING OF THE WALL OR CEILING. DUCTWORK PENETRATIONS THRU RATED ASSEMBLIES SHALL BE GROUP S1: 61 OCC X .2" (SPRINKLERED) = 12.2" A9.10 NOT USED 12/14/2012 12/14/2012 a EQUIPMENT NUMBER PROVIDED WITH AN APPROPRIATELY RATED FIRE DAMPER. A9.11 INTERIOR ELEVATIONS 12/14/2012 12/14/2012 ARCHITECT GROMATZKY DUPREE&ASSOCIATES TOTAL EXIT WIDTH REQUIRED: 77" VICTORY PLAZA WEST 25. THIS FACILITY HAS BEEN DESIGNED WITH THE INTENT TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT A9.12 MILLWORK DETAILS 12/14/2012 12/14/2012 3090 OLIVE STREET,SUITE 500 (ADA). GRAPHIC GUIDELINES FOR CLEARANCES AT DOORS AND TOILET ROOMS HAVE BEEN PROVIDED FOR A9.13 MILLWORK DETAILS 12/14/2012 12/14/2012 TEL: 214--88 DALLAS, 75219 71-9078 REFERENCE. WHERE DIMENSIONS INDICATED OR PRODUCTS SPECIFIED HEREIN DO NOT COMPLY WITH GUIDELINES PROVIDED EXIT WIDTH DOORS: 8 DOORS X 32" = 256" FAX: 214-871-9869 NOTIFY THE ARCHITECT IN WRITING PRIOR TO ORDERING THE ITEM IN QUESTION OR CONSTRUCTION OF THE FIRST FLOOR: DOORS: 2 DOORS X 48" = 96" A9.14 MILLWORK DETAILS 12/14/2012 12/14/2012 AFFECTED ASSEMBLY. A9.15 MILLWORK DETAILS 12/14/2012 12/14/2012 CIVIL/STRUCTURAL GROUP MACKENZIE VICINITY MAP - NOT TO SCALE TOTAL DOORS WIDTH PROVIDED = 352" ENGINEER RIVEREAST CENTER 26. STAGGER ALL JOINTS OF GYPSUM BOARD CONSTRUCTION. 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 A10.01 DOOR SCHEDULE 12/14/2012 12/14/2012 TEL:503-224-9560 27. WHERE POSSIBLE, LAYOUT WALLS FROM INTERIOR COLUMN LINES. REQUIRED EXIT WIDTH GROUP B: 442 OCC X .2" (SPRINKLERED) = 88.4" FAX:503-228-1285 SECOND FLOOR: GROUP A2: 59 OCC X .2" (SPRINKLERED) = 11.8" A10.02 WINDOW TYPES & DETAILS 12/14/2012 12/14/2012 h 28. ALL WOOD BLOCKING,FRAMING AND PLYWOOD TO BE FIRE RETARDANT TREATED AND U.L. NON-COMBUSTIBLE A10.03 DOOR DETAILS 12/14/2012 12/14/2012 ELECTRICAL COCHRAN,INC. RATED. ALL WOOD IN CONTACT WITH MASONRY OR EARTH SHALL BE WOLMANIZED. TOTAL EXIT WIDTH REQUIRED: 100.2" CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 A10.04 WALL TYPES 12/14/2012 12/14/2012 TIGARD,OR 97223 29. ALL BUILDING ELEVATIONS ARE REFERENCED FROM THE TOP OF THE ATRIUM FLOOR CONCRETE FLOOR SLAB IN TEL:971-205-4263 THE BUILDING BEING EQUAL TO ELEVATION 00.0, OR 100.0. REFERENCE THE CIVIL PLANS FOR ACTUAL ELEVATION OF THE BUILDING PAD AND FINISH FLOOR. PROVIDED EXIT WIDTH DOORS: 5 DOORS X 32" = 160" *' SECOND FLOOR: ELECTRICAL R&W ENGINEERING,INC. � 30. ESTABLISH AND VERIFY ALL OPENING AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL ANDREQUIRED EXIT WIDTH 120 OCCUPANTS X .3 =36" ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 PLUMBING, AND ASSOCIATED WORK PRIOR TO CONSTRUCTION. BEAVERTON,OR 97005 SW OAK ST. V STAIRS: TEL:503-726-3318 31. NOTE: ALL EXTERIOR SIGNS REQUIRE A SEPARATE SIGN PERMIT. SIGNAGE SHOWN FOR COORDINATION AND FAx:503-726-3326 o INSTALLATION OF ELECTRICAL (IN SHELL CONTRACT). PROVIDED EXIT WIDTH 2 STAIRS © 44" EACH = 88" TOTAL C. 0 32. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE SEPARATION OF EXITS: SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL: MECHANICAL HUNT ER PERSHINGS R ENGINEER 1800 SE PERSHING STREET PROTECTION DESIGN AND CONSTRUCTION. ALL WORK OF THESE DISCIPLINES IS TO BE FULLY COORDINATED WITH DIMENSION OF THE AREA SERVED PORTLAND,OR 97202 Q THE CONSTRUCTION DOCUMENTS. TEL:505-234-04 FAX:505-542-3603 SITE 33. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, BEDDED AND PAINTED UNLESS NOTED OTHERWISE. AREAS OF REFUGE: N/A, AREAS OF REFUGE NOT REQ'D Ln (FULLY SPRINKLERED) LANDSCAPE GROUP MACKENZIE _ 34. SHEET METAL WORK SHALL CONFORM TO LATEST S.M.A.C.N.A. STANDARDS, SOLDER ALL SEAMS AND ARCHITECT RIVER EAST CENTER G� CONNECTIONS. 1515 SE WATER AVENUE,SUITE 100 QP CO FIRE RESISTANCE RATINGS: TYPE IIB - FULLY SPRINKLERED PORTLAND,OR 97214 S 35. ARCHITECT RESERVES THE RIGHT TO DIRECT REMOVAL AND REINSTALLATION OF WORK WHICH DOES NOT, IN STRUCTURAL FAX503-224-9560 Ln SW HAINS ST. THE OPINION OF THE ARCHITECT, MAINTAIN STANDARDS AND WORKMANSHIP OF A CRAFT. FAX:503-228-1285 J, STRUCTURAL FRAME 0 HOURS SHEET N0. TITLE ORIGINAL ISSUE CURRENT REVISION 36. SHOP DRAWINGS ARE TO COMPLIMENT AND SUPPLEMENT CONSTRUCTION DOCUMENTS. WHEN CONFLICTING EXTERIOR BEARING WALLS 0 HOURS INFORMATION IS PROVIDED IN SHOP DRAWINGS AND CONSTRUCTION DOCUMENTS NOTIFY ARCHITECT PRIOR TO S8.1 STRUCTURAL DETAILS 12/14/2012 12/14/2012 � INTERIOR BEARING WALLS 0 HOURS <\�p �S`�F CONFORMANCE WIITVH IEW CONSTRUFABRICATION. OFOCT ION ADOC METS RCSHOP TDRAAW NGSDOESO SHALL BE SRELIEVEOUBMITTED OF ALLS MILLWORK, FOR INTERIOR NON BEARING WALLS 0 HOURS UNLESS NOTED "SUPPLIED BY TENANT". FLOOR CONSTRUCTION 0 HOURS 37. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR USED FOR ANY PURPOSE OTHER THAN ORIGINALLY ROOF CONSTRUCTION 0 HOURS > ISSUED UNLESS AUTHORIZED IN WRITING BY GROMATZKY DUPREE AND ASSOCIATES. O LU w ELECTRICAL - DEFERRED SUBMITTAL Lo c38. ALL MEASUREMENTS ARE SUBJECT TO VERIFICATION IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR CALCULATIONS: 2010 OREGON STRUCTURAL SPECIALTY CODE, TABLE 29-A SHEET NO.TITLE ORIGINAL ISSUE CURRENT REVISION W SHALL NOTIFY GROMATZKY DUPREE AND ASSOCIATES OF ANY DISCREPANCIES PRIOR TO FABRICATION OR R O'9 cv -CQ CONSTRUCTION. Issues and Revisions 'pp 00 F- �, CO 39. NOTIFY ARCHITECT OF CONFLICT IN DETAILS OR GENERAL NOTES AND TYP. DETAILS. WHERE NO SPECIFIC NOTES: Lli DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK IN THE PROJECT AND APPLICABLE CODES. *1. WHERE URINALS ARE PROVIDED, ONE WATER CLOSET LESS THAN THE NUMBER SPECIFIED MAY BE PROVIDED FOR EACH No. Date Description z IN CASE OF PLAN LOCATION CONFLICTS BETWEEN DISCIPLINES, NOTIFY ARCHITECT. URINAL INSTALLED, EXCEPT THE NUMBER OF WATER CLOSETS IN SUCH CASES SHALL NOT BE REDUCED TO LESS THAN 0 ONE HALF OF THE MINIMUM SPECIFIED. ry 40. FOR ALTERNATES, REFER SPECIFICATION SECTION 01230. bi 41. ALL DIMENSIONS ARE TO THE FACE OF EXISTING FINISH TO THE FACE OF NEW METAL STUDS, UNLESS NOTED M OTHERWISE ON THE DRAWINGS. o GROUP B PLUMBING FIXTURES REQUIRED - 200 S.F. PER OCCUPANT L` 42. CONTRACTOR SHALL PROVIDE BACKING BEHIND FINISHED WALL AND CEILING SURFACES FOR SUPPORT AND ATTACHMENT OF CASEWORK, SHELVING, MIRRORS, PEGBOARDS, COUNTERS, TOILET PARTITIONS, DOOR WALL STOPS OCCUPANCY (283) MEN (142) WOMEN (142) AND ACCESSORIES, ETC. 56,423 SF / 200 SF = 283 (50%) (50%) 43. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE BUILDING AND SITE CLEAN. CONTRACTOR WATER CLOSETS 1:1-15, 2:16-35, 3:36-55 = 3 1:1-15, 2:16-35, 3:36-55 = 3 SHALL ALSO PROVIDE ANY AND ALL SAFETY PROVISIONS TO ENSURE THE PUBLIC'S SAFETY. (URINALS*) OVER 55: 1 PER 50 = 142-55 = 87/50 = 2 OVER 55: 1 PER 50 = 142-55 = 87/50 = 2 TOTAL WATER CLOSETS = 5 TOTAL WATER CLOSETS = 5 44. MATERIALS, EQUIPMENT, ETC. NOT INDICATED ON DRAWINGS OR SPECIFIED HEREIN BUT REQUIRED FOR SUCCESSFUL AND SUFFICIENT COMPLETION OF THE INSTALLATION SHALL BE HELD TO BE IMPLIED AND SHALL BE LAVATORIES 1 PER 2 WATER CLOSETS 1 PER 2 WATER CLOSETS PROJECT DIRECTORY FURNISHED AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER. TOTAL LAVATORIES = 3 TOTAL LAVATORIES = 3 45. ALL MATERIALS AND EQUIPMENT FURNISHED BY CONTRACTORS SHALL BE NEW AND FREE FROM DEFECTS. DAMAGED WORK MUST BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. DRINKING FOUNTAIN* 1 JOB SITE ADDRESS: ELECTRICAL CONTRACTOR: 11308 SW 68th PARKWAY CORCHAN, INC. 46. ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S GROUP A PLUMBING FIXTURES REQUIRED - 30 S.F. PER OCCUPANT TIGARD, OREGON 97223 7550 SE TECH CENTER DRIVE, SUITE 220 INSTRUCTIONS UNLESS SPECIFICALLY NOTED TO THE CONTRARY. GDA PROJECT NUMBER 12018 TIGARD, OR 97223 OCCUPANCY (59) MEN (85) WOMEN (85) MECHANICAL - DEFERRED SUBMITTAL REP: JEFF HOLMES, VP OPERATIONS 47. CONTRACTOR TO VERIFY ALL INFORMATION ON DRAWINGS AND REPORT ANY DISCREPANCIES OR OMISSIONS TO 5,085 SF / 30 SF = 170 (50%) ( ) TENANT: ARCHITECT PRIOR TO COMMENCING ANY AFFECTED WORK. SHEET NO.TITLE ORIGINAL ISSUE CURRENT REVISION WATER CLOSETS 1:1-25, 1:1-25, COMCAST CABLE COMMUNICATIONS ELECTRICAL ENGINEER: ONE AST CAB CENTER LE ENGINEERING, INC. 48. STRUCTURAL STUDS ARE TO BE DESIGNED AND SUBMITTED ON SHOP DRAWINGS PREPARED BY AND BEARING (URINALS*) 2:26-75, 2:26-75, 1701 JOHN F. KENNEDY BLVD. 9615 S.W. ALLEN BOULEVARD, SUITE 107 THE SEAL OF A REGISTERED STRUCTURAL ENGINEER. STRUCTURAL STUDS DESIGN INCLUDES CONNECTIONS BACK 3:76-125 3:76-125 PHILADELPHIA, PA 19103 BEAVERTON, OR 97005 TO MAIN BUILDING STRUCTURE. LOAD CALCULATIONS SHALL REFLECT SUCH DESIGN VALUES AS REQUIRED BY THE TOTAL WATER CLOSETS = 3 TOTAL WATER CLOSETS = 3 REF: GREG KIENLE COUNTY AND OTHER APPLICABLE CODES. REP: STEVE DERING LAVATORIES 1 PER WC UP TO 4 = 3 1 PER WC UP TO 4 = 3 FACILITIES REAL ESTATE 9605 NIMBUS AVE. MECHANICAL ENGINEER: PARKING CALCULATIONS DRINKING FOUNTAIN* 1 BEAVERTON, OR 97008 HUNTER-DAVISSON, INC. 1800 SE PERSHING STREET GROUP S1 PLUMBING FIXTURES REQUIRED - 5,000 SF PER OCCUPANT PORTLAND, OR 9722 OCCUPANCY (6) MEN (3) WOMEN (3) GENERAL CONTRACTOR: REP: JEFF DAVISSON, VICE PRESIDENT PARKING SPACES REQUIRED: OFFICE USE, 1 SPACE/500 SF = 174 SPACES (50%) (50%) LEASE CRUTCHER LEWIS 25,474 SF / 5000 SF = 6 550 SW 12th AVENUE PARKING SPACES PROVIDED: SECURED: 6 BUCKET TRUCK (12 X 25) WATER CLOSETS 1 :1-10 = 1 1:1-10 = 1 _ PORTLAND, OR 97205 LANDSCAPE DESIGN: + 11 SPACES =17 SECURED SPACES (URINALS*) REP: PAUL RISO GROUP MACKENZIE RIVEREAST CENTER UNSECURED: 279 SPACES INCLUDING 10 HC SPACES Job No. Issue Date 1515 SE WATER AVENUE, #100 + 15 BUCKET TRUCK (12 X 25) =294 UNSECURED SPACES LAVATORIES 1 PER 40 - TOTAL LAVATORIES = 1 1 PER 40 - TOTAL LAVATORIES = 1 ARCHITECT: PORTLAND, OR 97214 GROMATZKY DUPREE & ASSOCIATES REP: MATT BUTTS TOTAL: 311 SPACES 309 OLIVE STREET SUITE 500 DRINKING FOUNTAIN 1 12018 12. 14.2012 0 E DALLAS, TEXAS 75219 BICYCLE SPACES REQUIRED: -_ SPACES BUILDING TOTAL REQUIRED BUILDING TOTAL PROVIDED Issue Package REP: KEITH RABUSE, PRINCIPAL BICYCLE SPACES PROVIDED: ___ SPACES (EXISTING) g MEN WOMEN MEN WOMEN FIRE PROTECTION -- DEFERRED SUBMITTAL REVISION ISSUE FOR PERMIT CIVIL / STRUCTURAL ENGINEER: RENT GROUP MACKENZIE WATER CLOSETS 5+3+1 = 9 WC 5+3+1 = 9 WC WATER CLOSETS 7 WC & 7 URINALS 13 WC SHEET NO.TITLE ORIGINAL ISSUE CUR RIVER EAST CENTER LAVATORIES 3+1+1 = 5 LAYS 3+1+1 = 5 LAVS LAVATORIES 9 LAVS 9 LAVS Sheet Title 1515 SE WATER AVENUE, #100 SITE NOTES PORTLAND, OR 97214 PROJECT INFO REP: MATT BUTTS 1. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE DRINKING FOUNTAIN 3 DF DRINKING FOUNTAIN 7 (4 DF + 3 WATER COOLERS) COMMENCEMENT OF CONSTRUCTION. CODE ANALYSIS & SHEET INDEX NN 2. BOUNDARIES, EASEMENTS AND DIMENSIONS GIVEN ON THE ARCHITECTURAL SITE PLAN SHEET ARE FOR Sheet Number REFERENCE ONLY. REFER TO CIVIL DIMENSIONAL CONTROL PLAN FOR ACTUAL DIMENSIONS AND EASEMENTS. 3. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL EXISTING SITE AND UNDERGROUND UTILITIES AND AOmOl IMPROVEMENTS. NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY UNDERGROUND WORK. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SITE UTILITY COORDINATION REQUIRED TO COMPLETE THE WORK. COPYRIGHT© 2012 A 13 OCCUPANTS 66+144=210 OCCUPANTS 26 OCCUPANTS 13 X 0.2 = 2.6" REQUIRED 210 X 0.2 = 42" REQUIRED 26 X 0.2 = 5.2" REQUIRED 1 DOORS ® 44" = 44" PROVIDED 2 DOORS @ 32" = 64" PROVIDED 1 DOOR ® 32" = 32" PROVIDED EXIT EGRESS CAPACITY PROVIDED = 220 EXIT EGRESS CAPACITY PROVIDED = 320 EXIT EGRESS CAPACITY PROVIDED = 160 Gr®matzky Dupre & Associates 4 4 A I Project I 94' El I 1 88'0 1 I VEST 1 N 1 1-1 1-2 1-3 1-4 1-5co cast MAINTENANCE 1/500 FEC10..6 !. � "� � 138 _'m 0 �5 -.as - m I cc, -� STAIR CALCULATION: 1 1037 TECHNICAL 1-6 1-7 1-8 1-1 1 1-12 66 OCCUPANTS 1 I 275, ■ ■ L ■ ■ ■ ■ I OPERATIONS ITECH OPS 2 ` 66 X 0.3 = 19.8 REQUIRED 1 STAIR WIDTH PROVIDED=36.1" STO I SUPPORT 18 I CENTER 1/500 I STAIR CAPACITY PROVIDED=120 1/300 C>11300 132 11308 SW 68TH PARKWAY ® ® ® MECH 128 _ I ' BATTERY RM � 105 � TIGARD, OREGON 97223 TAI RLL T H 109 145 ID I 0 MGR 60 I 2 \ 17 133 Io 'TECH I 1-10 9 OCCUPANTS \ o OPS DIR 9 X 0.2 = 1.8 REQUIRED FILE/ 10 136 2 » GENERATOR / \ WORK I 1�O Authorization 2 DOORS @ 32 = 64 PROVIDED I EGRESS CAPACITY PROVIDED = 320 107 6 ORDERS TEC 0 / IC \ 129 BREAK �PS I 0 1/500 � � 2 EXIT 127 8* 1/100 I 135 1-9 ■ ■ 2 �� l- MDF R(2 ON �1/300 - - - - �� 131 TABLE I L-101:11:1 134TENNIS ;73 � � KEITH RABt�SE C� BASKETBALL I ' o r'' � MAINTENANCE LOUNGE CL T�X�-1S EXIT VEST CAGE 1/300 C5) 126 6D F Q' '' ,r ,� C. IC��61 o 112 CONF3 6 OCCUPANTS 1/500 125OF 6 X 0.2 = 1.2 REQUIRED PP� 1 DOORS © 32" = 32" PROVIDED " EGRESS CAPACITY PROVIDED = 160 \ ;---------------- --- --------1___---------- I (D TENANT COMCAST CABLE 1/500fl�u Do 1701 JOHN F.KENNEDY BOULEVARD � 3** 1/100 �f'' � � � �"� � P<'--"' �� PHILADELPHIA,PA 19103-2838 ` - / TEL:215-286-7950 ® \ ® ---- ,, ,✓ / , , / j FAX:215-286-79W -NET �1 ,: CAGE I � ' p ' GENERAL LEASE CRUTCHER LEWIS ' p ' ' / '0 CONTRACTOR 550 SW 12th AVENUE 113 WAREHOUSE 4* 4* o � � ' � � �` ,,'''� �'' � �` � PORTLAND, R 97205 \ 101 \ p I o o TEL:503-223-0500 \ WOMEN MEN p � � �''` '� P/` �'' "�''� ,"'' �,,�'' ,,�' ,o ,P<'` ,,®°' �,,P'` "` ' ,,"' FAX:503-223-2874 \ 115 116 I ' oY ,P ' °' ARCHITECT GROMATZKY DUPREE&ASSOCIATES 41 it 66' 1 5OO NF / f o /r VICTORY PLAZA WEST 01 D / CO .� 3090 OLIVE STREET SUITE 500 0 97' ;----------a 4 1 100 124 ,,,�" ��,o � `f` /'' A,�,P=` .�'`� .� � - - --- -- DALLAS,TX 75219 , a o� TEL: 214-871-9078 126' 229' FAX: 214-871-9869 CIVIL/STRUCTURAL GROUP MACKENZIE 139' I ENGINEER 15 A 15 SEWATER AVENUE,SUITE 100 ONE\ ® ® >7PORTLAND, OR 97214 / A TAI R E X I T I TEL:503-224-9560 ELEC � 1 14 0FAX:503-228-1285 1 / 155 5 `�_ LOCKERS 103 I ELECTRICAL COCHRAN,INC. / CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 1/300 01/300TIGARD,- -- - - -MECH 1 122 - � OR 97223 / IOCCUPANTSTEL:971-205-4263 0 119 1/300 72 � 1172 X ELEC STORAGE 0.2 = 32" REQUIRED I 32 - - I 2 DOORS @ 32" - 64" PROVIDED ELECTRICAL R&W ENGINEERING,INC. ' I EGRESS CAPACITY PROVIDED = 320 ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 / \ H2 _VH 102 121 II II H 1 MAI NT. I BEAVERTON,OR 97005 TEL:503-726-3318 90 H 3 II II + FAX:503-726-3326 H5 TECH RM - 118 11 I \ 1 1/300 MECHANICAL HUNTER-DAVISSON,INC. / ® ■ 70 1 ENGINEER 1800 SE PERSHING STREET 1/300PORTLAND,OR 97202 \ - TEL:505-234-0477 L-IF . FAX:505-542-3603 I ' H6 , TAI R II ; 185 54 I / LANDSCAPE GROUP MACKENZIE I ARCHITECT RIVER EAST CENTER / I 1515 SE WATER AVENUE,SUITE 100 54+12=66 OCCUPANTS OR 214 503-224-9560 TE 66 X 0.2 = 13.2 REQUIRED � � � FAX:503-228-1285 1 DOORS © 32" = 32" PROVIDED EGRESS CAPACITY PROVIDED = 160 / �- -�- e 94 2117' •� _-\ EXIT -" i ----------------------------------- -------------------- STAIR CALCULATION: 54 OCCUPANTS 54 X 0.3 = 16.2" REQUIRED STAIR WIDTH PROVIDED=40.6" Issues and Revisions STAIR CAPACITY PROVIDED=135 No. Date Description LIFE SAFETY PLAN 01 SCALE: 3/32"=l'-O" GENERAL NOTES 1. XXX INDICATES ROOM OCCUPANCY CALCULATION. 2. -- - INDICATES PATH OF EXIT TRAVEL. 3. FP] INDICATES EXITS EQUIPPED WITH PANIC HARDWARE. 4. * INDICATES ASSEMBLY USE THAT IS LESS THAN 750 S.F. IN AN AREA AND ACCESSORY TO ANOTHER OCCUPANCY THEREFOR CLASSIFIED AS GROUP B OCCUPANCY. 5. ** INDICATES ASSEMBLY USE WITH AN OCCUPANT LOAD LESS THAN 50 PERSONS AND IS THEREFOR CLASSIFIED AS GROUP B OCCUPANCY PER SECTION 303.1 EXCEPTION #1 . 6. ALL ROOM OCCUPANCIES HAVE BEEN CALCULATED AT ONE (1) OCCUPANT PER ONE HUNDRED (100) SQUARE FEET, UNLESS NOTED OTHERWISE ON PLAN. Job No. Issue Date 7. FOR OCCUPANCY LOAD = ONENTS, A REQUIRED WIDTH TOR OF OEXIT2DOORSINCHES (PER TABLEPERSON ) BUILDING 12018 12. 14.2012 IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. Issue Package 8. REQUIRED EXIT WIDTHS, NUMBER OF DOORS, AND EGRESS CAPACITIES ARE ISSUE FOR PERMIT SHOWN FOR EACH EXIT. 9. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE Sheet Title WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT 10. ALL ASSEMBLY ROOMS WITHOUT FIXED SEATING SHALL HAVE THE ROOM'S LIFE SAFETY PLAN MAXIMUM OCCUPANT LOAD POSTED ON A SIGN PLACED NEAR THE MAIN EXIT 1st FLOOR FROM THE ROOM. Sheet Number 11. ,P INDICATES RATED AREA WITH 1 HOUR RATED WALLS A0002 COPYRIGHT© 2012 Ah M STAIR CALCULATION: 66 OCCUPANTS 66 X 0.3 = 19.8" REQUIRED STAIR WIDTH PROVIDED = 36.1" STAIR CAPACITY PROVIDED = 120 COFFEE CONF COM 196' 249' 272 F-1 SALES VPT — 273 in ■ ■ • ■ ■ • ■ ■ ■ ■ • ■ ■ • ■ ** 178' 181' AL ■ � I I 100 2 (❑ �/ zi:: II ■ 116 Lel . . . . . . . . . . . . . . ■ . . . [❑ ❑I Gr®matzky Dupree & Associates ■ ■ ■ ■ 1 II Project M M �. �■ �■ � � , SB GR II ■ ■ ; 274 ■ ■ I ■ I ❑❑ LEI13 —W I I TAI R 1 ' (E MECH /� 245 U66 I I 275 I I I 0 27 OPEN f ❑ nil . . OFFICE — - - - - — r. 2 1/300 I ❑ 55 238 L_U ..co cast ENIG cc, - TECHNICAL ■ � � � � � ■ � ■ 158' PM043 F PMO 0 F MO OFF SUP2P39 GR �/�T ■ z (� 241 PLOTER OPERATIONS 1 I®NS ■ 0 --- o Q0 PLOT CD CD ■ ❑ 1 1 237 CENTER ❑ I 11308 SW 68TH PARKWAY 0 .--J= =j ■ ■ I ❑ ■ ■ (� [� 9 ■ ■ � ( CD (� ■ ■ 1 1 —— —— — — — TIGARD, OREGON 97223 3 I 0 0 II SMB DIR CD 3 ■ MO DIR 2 w ■ 276 ■ o 24 STORAGE 0 I I I ■ �y ■ ■ ■ ■ I LAB a ■ - - `L� 1 ■ CD Cc CD ■ 1 253 235 I I CI► ■ 0 [❑ 0 I I0 -- o ■ 0 -.- Q � IDF 1 300 � o � CD � P3O( I I ■ Authorization a) "Il 1 I I Cc 1713 I I ■ a L-1 a) CD CC I DSR STO CCDD I Do1 1 ■ I I I I E M --jCODI 247 I Ulm I I � �D A 277 ( OPEN OFF 1/300 1 30 f� �� '� 269 10 -- -- -- - CL I + SBAE OFF I I 236 ' 278 - - - - - - - ■ - - � � ■ - - - - - ■ 2 - - - - - - ® - - - - �j KE9T ABUSE �t1 I ■ ■ ■ - --- S IR ( a) CD 248 I 0 ELE I � � ® DALLAS,TEXASL-J � I I 234CD SIC,. N0. 618 [� ■ ■ C� I (� I ■ ■ ENCD G CONST I I � � - - ■ ■ . ■ � ■ ■ � ■ ■ � ■ ■ � ■ ■ � �( tA 1 ■ ■ ■ 2 MAP ROOM I C> GU�1-EEL B SOS ❑ ' C I � 0 0 251 I o 233 MGR N I I E 0 � I aD 1 ON 1 F279 ' IOL-j' E'CD 249 7 - - J0 0 I oil0 � - - • • • • • • • • 0 • • Design Team BUS OPS MGR 1 122' 191' ' 129' 134' � � � � � � TENANT COMCAST CABLE 281 _� ~ L �,•_' I '�"" �-_ 1- --� �_ OPEN OFF 1701 JOHN F.KENNEDY BOULEVARD 1 I I 103 PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 TECH 0 S MEN WOMEN FAX:215-286-7990 ON 1 1 1 1 265 1 1 1 EN 2 231 229 Q� 1 I COPY (� GENERAL LEASE CRUTCHER LEWIS o C3 0 0 o 0 D ALES 5 RE CO ST 13 I ❑ CONTRACTOR 550 SW 12th AVENUE 282 1 ON 1 EN'D 259 STAIR * MGR I PORTLAND,OR 97205 GR � 4* 4 TEL:503-223-0500 17 13 MA KET BUS OPS ECT SMG S 261 � 255 1 0 0 228 I FAX:503-223-2874 MGR STOR 1 SALESfe 1 CPj 268 1 0 266 262 -- ESC/CONST 263 [j❑ WELLNE S ■ ■ ■ . ■ ■ ■ ■ 2 2 I t-077 ° o O MGR � ARCHITECT GROMATZKY DUPREE&ASSOCIATES ML56 VICTORY PLAZA WEST VENDING COFFEE p 22 ■ 3090 OLIVE STREET,SUITE 500 --- � 5219 01/100 I 1 ■ ■ TDEL:2S4 8719078 29 6 258 3 � 2 O � ■ � FAX: 214-871-9869 DIR [�] � [�] � I 1 30 STORAGE �} I CONF- 0 � ; CIVIL/STRUCTURAL GROUP MACKENZIE 283 2 ❑ ❑ ❑ 1:11:11:11:1 - - 289 ® --- ® 226 � ■ ENGINEER RIVEREAST CENTER llEL . 1515 SE WATER AVENUE,SUITE 100 [❑ ❑I / BREA 1/100 I ; PORTLAND,OR 97214 1 300 STAIR 2 5** 1 1 299 1 3 5 �� 1 1/300 /}� /� /� /� — — — — FAX:503-228-1285 ,(� ** �P �P �P �P TEL:503-224-9560 �Y 1 300 CONF 214 TO L&D STO1/15I ■ ■ ■ ■ ■ L 285 1 100 � ❑ [7 59 T 1 VIDEO MGR — — - ELECTRICAL COCHRAN,INC. ED 291 17 875 s ELEC EL CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 U_J 297 1/3�C 225 ■ TIGARD,OR 97223 COFFEE I Eli TEL:971-205-4263 STAIR CALCULATION: �� ** 00 CONE 10 (3] - ONF ❑ ■ 284 5 1/100 292 L ❑0❑ ❑0❑� I 3** 1 100 C 1 54 OCCUPANTS � �] �� F2137 54 X 0.3 = 16.2" REQUIRED „ 87' 134' 1 / [� �] - - - - -- I ■ ■ ELECTRICAL R&W ENGINEERING,INC. �_ _♦ ♦_ �� �_ STO TES I ■ ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 STAIR WIDTH PROVIDED = 40.6 / 1 300 BENCH CONFEll IL COPY I ■ TEL 503-726-3318 0OR97005 STAIR CAPACITY PROVIDED = 135 / STORAGE 207 208 �� 2 224 I FAX:503-72&3326 54 \ 298 0 0 if= M L �} ® ■ MECHANICAL HUNTER-DAVISSON,INC. L&D TRAINERS ENGINEER 1800 SE PERSHING STREET 286 � C� \ 90' 95, PORTLAND,OR 97202 TRAINING R I N N GTRAINING TEL:505-234-0477 -'� ---0 -"� -� —� FAX:505-542-3603 9 � 294 � � � � LOUNGE 0 0 ❑� DATA S C I -INET LANDSCAPE GROUP MACKENZIE ' 17 ❑ HR MGR VISITOR VISITOR 1 ON 1 1 ON 1 1 ON 1 ARCHITECT RIVER FAST CENTER II &D MG ID c� 13 y I DESIGN MGR ❑o� II 287 [� 17 [7 17 �] 17 � � I 209 21 1 212 216 217 21$ 219 221 PORTLAND,OR 9721515 SE WATER 14 UE,SUITE 100 I — D 2 I FAX:503-228-1285 2 FAX:503-228-1285 [❑ ❑] [❑ � � c� � \ MAIL � ❑ 1 1 OBOARDROOM 206 1 g 1 1 g ❑ � 1 1 9 9EN��IR `tom' UE1 8** 1/100 L—j 8** 1/100 8** 1/100 7** 1/100 295 � � D 1 ; ---------------- - - --- ---- -L- --- ---- -------------------------------------------- ------- -------- -------------------------------------------- ------- ----- ------ ----- -------- - --------- --------- ------------------- ------------------- --- --- ---- ---- - - - - - LOBBY + 202 MEN 156 OCCUPANTS 1 156 X 0.2 = 31.2" REQUIRED 12 204 1 1 DOORS © 32" = 32" PROVIDED ------ - EXIT EGRESS CAPACITY PROVIDED = 160 Issues and Revisions ❑ ❑ No. Date Description VESTIBULE) 1-7 El�❑ 1 201 WOMEN 1 205 I I 225 OCCUPANTS 225 X 0.2 = 45" REQUIRED 2 DOORS @ 34" = 68" PROVIDED EXIT EGRESS CAPACITY PROVIDED = 340 LIFE SAFETY PLAN 01 SCALE. 3/,32"=l '-O" GENERAL NOTES 1. XXX INDICATES ROOM OCCUPANCY CALCULATION. 2. -� — INDICATES PATH OF EXIT TRAVEL. 3. ❑P INDICATES EXITS EQUIPPED WITH PANIC HARDWARE. 4. * INDICATES ASSEMBLY USE THAT IS LESS THAN 750 S.F. IN AN AREA AND ACCESSORY TO ANOTHER OCCUPANCY THEREFOR CLASSIFIED AS GROUP B OCCUPANCY. 5. ** INDICATES ASSEMBLY USE WITH AN OCCUPANT LOAD LESS THAN 50 PERSONS AND IS THEREFOR CLASSIFIED AS GROUP B OCCUPANCY PER SECTION 303.1 EXCEPTION #1. 6. ALL ROOM OCCUPANCIES HAVE BEEN CALCULATED AT ONE (1) OCCUPANT PER ONE HUNDRED (100) SQUARE FEET, UNLESS NOTED OTHERWISE ON PLAN. Job No. Issue Date 7. FOR EGRESS OCCUPANCY LOAD = ONENTS, A REQUIRED WIDTHOR OF DEXIT DOORSSPER(PER TABLEDN X) BUILDING 12018 12. 14.2012 IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. Issue Package 8. REQUIRED EXIT WIDTHS, NUMBER OF DOORS, AND EGRESS CAPACITIES ARE ISSUE FOR PERMIT SHOWN FOR EACH EXIT. 9. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE Sheet Title WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT LIFE SAFETY PLAN 10. ALL ASSEMBLY ROOMS WITHOUT FIXED SEATING SHALL HAVE THE ROOM'S 2nd. FLOOR MAXIMUM OCCUPANT LOAD POSTED ON A SIGN PLACED NEAR THE MAIN EXIT FROM THE ROOM. Sheet Number 11. , ',r '/ INDICATES RATED AREA WITH 1 HOUR RATED WALLS A0003 COPYRIGHT© 2012 - z W4 pN a�h IR ' ® • FEE,? 202013 ® S I 41118!M t Gromatzky Dupree Associates Project Aw 0 M OPERATIONS - : ,`,.:.. .. .:-'• .;moi ... , j CENTER StiN PINE ST. � . ;�� � � _ 11308 SW 68TH PARKWAY . A TIGARD, OREGON 97223 IM-11 '0.c' 'V'{`J�c�+t�'1'�,k/',k 5V - SW TRUCE ST. '9 ., Authorization ' a I 1 1^ 100 , � w. .,« - xjr 99W 6111 - wr V 4L ING f= f C P' ­' RKING w w* 0) a y " LOT Q° EXPIRES: 12L31 13 AM Design Team TENANT COMCAST CABLE 5 , .,•�c'� 1701 JOHN F.KENNEDY BOULEVARD J PHILADELPHIA,PA 19103-2838 - ' TEL:215-286-7950 � �• :.� 3 FAX:215-286-7990 NG "rR ,. w S ;f � '' GENERAL LEASE CRUTCHER LEWIS D FNIG . -» CONTRACTOR 550 SW 12th AVENUE �' wax PORTLAND,OR 97205 / TEL:503-223-0500 a a FAX:503-223-2874 "Plo Im"0 J ECO ONO"rl - ," ARCHITECT GROMATZKY DUPREE&ASSOCIATES t VICTORY PLAZA WEST N a .... »✓' 3090 OLIVE STREET,SUITE 500 3 s im DALLAS,TX 75279 ss / €� T'' TEL: 214-871-9078 FAX: 214-871-9869 5 I CIVIL GROUP MACKENZIE $ ENGINEER RIVEREASTCENTER 1515 SE WATER AVENUE,SUITE 100 r � PORTLAND.OR 97214 � °•fi``'b-."�� �e ,s� ",�,���.'!�J�J.r'',°c', "'�' / �l" ,' `' �`:��`��` �':` ;�' � 3si�p�so -it -2esSW HAINES ST. l , STRUCTURAL GROUP MACKENZIE wa- (.() ,a�' ENGINEER RIVEREAST CENTER t x ' } 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 (f) (� d7 I F �A' TEL:503-224-9560 (_T1 � � FAX:503-228-1285 CY) o� z SW GLINT iER LN. SW BAYLOR ST. co 00 -q TAX L ELECTRICAL cocHRAnl,wc. -� - � . � �q t. MAP } ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 < ,# a �, � 9 TIGARD,OR 97223 C yTEL.971-2054263 Mr C � • M M a Jw 'j" t, MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET 0 " as kd . « r rY WO TEL0 2 534- 04772 � e' FAX:505-542.3603 SW CLINTON ST. y � o ram '. LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER `" •?� 1515 SE WATER AVENUE,SUITE 100 A Iaw PORTLAND,OR 97214 y TEL:503Lan -224-9560 FAX.503 22 � 8-1285 VIC111k 'I'v MAP " N.T.S. ,. [ \ , ITE PLAN 2 " Issues and Revisions �1 1 =60' •V 60 0 30 60 120 240. 11 No. Date Description ( IN FEET ) 1 inch = 60 ft. %M; No D 1EXAq ukilly"R ION MANAG EET 10L LEASE CRUTCHER LEWIS BUILDERS C1.0 COVER SHEET CONTACT: PAUL RISO 550 SW 12TH AVE. C2.1 OVERALL SITE PLAN PORTLAND, OR 97025 PHONE: 503-937-91.42 C2.2 ENLARGED SITE PLAN — NORTH PARKING LOT C2.3 ENLARGED SITE PLAN -- SOUTH PARKING LOT C2.4 STORM DRAINAGE IMPROVEMENTS PLAN ff r "%jj'CU I M Ak N k %.AE rm" C8.1 SITE DETAILS .__ NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU GROUP MACKENZIE EC2.1 EROSION CONTROL PLAN AND DETAILS TO FOLLOW RULES ADOPTED BY THE CONTACT: MATT BUTTS S8.1 STRUCTURAL DETAILS OREGON UTILITY NOTIFICATION CENTER. 1515 SE WATER AVE THOSE RULES ARE SET FORTH IN OAR PORTLAND, OR 97214 952-001-0010 THROUGH OAR PHONE: 503-224-9560 952-001-0090. YOU MAY OBTAIN FAX: 503-228-1285 COPIES OF THE RULES BY CALLING THE MBUTTS@GRPMACK.COM CENTER. (NOTE: THE TELEPHONE `NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). N'(D"'IVIL wEN "I'L POTENTIAL UNDERGROUND FACILITY OWNERS GROUP MACKENZIE CONTACT: BRENT NI:ELSEN / 1515 SE WATER -AVE mg ;" Safely. PORTLAND, OR 97214 Job No. Issue Date Ca 11 the Oregon One-Call Center PHONE: 503-224-9560 DIAL 811 or 1-80FAX- 503-228-1285 . BNIELSEN@GRPMACK.COM 12018 1 EMERGENCY TELEPHONE NUMBERS Issue Package ISSUE FOR PERMIT NW NATU RAL GAS M—F lam—bpm 503-226-4211 Ext.4313 Sheet Title AFTER HOURS 503-226-4211 PGE 503-464-7777 QWEST 1-800-573-1311 '01111101116 so= ML 0 slow COVER SHEET Aw - a b] AV TVWD 503-642-1511 A Sheet Number Mr KA I ID VV i I mmo 11 Ew: I KA ID 1i E: KA I Imm cc, VERIZON 1-800-483-1000 Port nd OR Vancouver N�A 5����Q� WA 503.224.9560 X36 .695.78 79 206.749.9993 I� GM PROJECT NO: 2120451.01 COPYRIGHT 2012 4t. 4 M T 0 r NICE AWWO MH LIKE GENERAL NOTES -LA 1. ALL WORK SHALL �CONFORM TO THE STANDARD SPECIFICATIONS AND THE low= REQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES (CWS), AL Iddft AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC Gromatzky Dupree & Associates WORKS CONSTRUCTION. 4F VM THEY DO NOT SHOW Project. 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, L REC VA JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE k�. FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO 21oRR CONDITION SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS Mr I�T_ PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE m Ar"q,,,a t C%of %0* 0 7^V1 ler mv BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY, DISCREPANCIES. 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION NORTH PARKING ADJUSTMENTS TECHNICAL CONTROL DEVICES SEE SHEET C2.2 MUST BE INSTALLED AND MAINTAINED TO MEET CITY OF TIGARD AND CWS < REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE OPERATIONS VE EROSION CONTROL. ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTI MAO' -t' CENTER DRAINAGE SHALL BE CONTROLLED 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. -PARKWAY 11308 SW 68TH WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE Ir M, PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY TIGARD, OREGON 97223 IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE IT f ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 5. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES. A,A U11 0 6. EXCAVATION: EXCAVATE FOR- SLABS, PAVING, AND OTHER IMPROVEMENTS TO Authorization Al FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. Z RIM 2K9 SIZES AND L VELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND P, EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; LL UTILITY COMPANIES FOR LINE LOCATIONS EXCAVATOR(S) SHALL NOTIFY A af Q�l&W111 "Kk �g( 72 HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO THE CONTRACTOR'S EXPENSE. 2 r7'- UTILITIES SHALL BE CORRECTED AT OG 611 A N Ct N, &1 '7 kdAUX� KA-AF AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, R ING 7. WHERE CONNECTING TO Fr .1 AIR, *N&A THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE VERIFY THE LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. A' 10 V I A;A.; h! 7 j N APPROVED. BY THE ENGINEER. 8. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE EVA, 0 9. RESTORE ALL DISTURBED AREAS NOT SPECIFICALLY IDENTIFIED FOR E, TIN "LOT LANDSCAPING WITH LAWN SEED: FEXPIRES: 1 CELEBRATION SEED MIX BY SUNMARK SEEDS WTIn'VZTAL 11,WqD RNL APPLICATION RATE 10 LBS PER 1000 SF OM 6100 SDES APPLY PER MANUFACTURER'S RECOMMENDATIONS e D sign Team TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 FAX:215-286-79% GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 -A TEL:503-223-0500 -223-2874 FAX:503 ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLAZA WEST 3090OUVE STREET,SUITE 500 DALLAS,TX 75219 a NG a 20T A"% TEL: 214-871-9078 AL itGRADIN N Ets FAX* 214-871 CIVIL GROUP MACKENZIE 1 RQUGH BRING ALL FINISH GRADES TO APPROXIMATE LEVELS --GRADING: RIVEREAST CENTER ENGINEER 1515 SE WATER AVENUE,SUITE 100 DJACENT SIDEWALKS, CURBS, OR THE OBVIOUS PORTLAND,OR 97214 INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATEDO FINISH GRADES ARE TEL:503-224-9560 STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES FAX-503-228-1285 ROUND OFF SURFACES, AVOID EXIO I 1k14'G B U I L 'AL.T BETWEEN POINTS WHERE GRADES ARE GIVEN. ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF STRUCTURAL 1*0`1 FL00' -ELEV=291.05 GROUP MACKENZIE CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED ENGINEER RIVEREAST CENTER 0%L I r% I low&w"& PORTLAND,OR 97214 t=V=3u`7.1* DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, 1515 SE WATER AVENUE,SUITE 100 ZINa... FLVUH EL AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS TEL:503-224-9560 FAX.503-228-1:285 OF SURFACING MATERIAL. FIN15H GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY MICH OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS ELECTRICAL COCHRAN.INC. ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. TIGARD,OR 97223 GRADING TOLERANCES: REAS: ±0.1 FT. FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. MECHANICAL HUNTER-DAVISSON,INC. 2. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED ENGINEER 1800 SE PERSHING STREET ANDSCAPING. FOR L PORTLAND,OR 97202 TEL:505-234-0477 STW (.0% FAX:505-542�3603 3. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY BY NORTHWEST SURVEY, AND IS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITION LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER WITH HIS OWN RESOUR OF ANY CONSTRUCTION. RUILDINIC W1W PAMN 1515SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 SOUTH PARKING 4. ADDITIONAL SITE INFORMATION SHOWN AS A BACKGROUND SCREEN IS BASED TEL:503-224 .9560 fFAX,503-228w1285 ADJUSTMENTS, ON ORIGINAL CONSTRUCTION DRAWINGS AND IS PROVIDED TO DEMONSTRATE APPROXIMATE SEE SHEET C2.3 SITE FEATURES BEYOND THE BOUNDARY OF THE TOPOGRAPHIC SURVEY AREAS. CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO START OF CONSTRUCTION. IALT 5. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 6 2% MAXIMUM SLOPE AT ALL ADA-COMPLIANT PARKING SPACES AND LOADING ZONES. 84 MIMI WE 1E (EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK CONNECTIONS 7. 5% MAX SLOF ON=CRETE BETWEEN PUBLIC R.O.W. AN D BUILDING ENTRANCES. 8. WHERE SLOPES ARE STEEPER THAN 3:1, CONTRACTOR SHALL INSTALL JUTE MATTING. SLOPE SHALL BE PREPARED TO ENSURE COMPLETE AND DIRECT CONTACT OF MATTING nd Revisions Issues a ROVX WALL WITH SOIL. FOLLOW MANUFA CTURERS RECOMMENDATIONS. Date Description No. ........ 10 E 4LATA COVERAGE "D A '14AL T ............... AX SITE LArmUSCAPE uATA SITEPARKI& IG ru'ATA N Iva MAE'- 314 EXISTING PROPOSED EXISTING STANDARD PARKING SPACES A%,!MAU-HOM 88,125 SF 88,125 SF EXISTING ADA PARKING SPACES 9 BUILDING FOOTPRINT aLE,S'MC TT(*1, 280.5' IMPERVIOUS PAVED AREA 134,544 SF 128,801 SF 323 EXISTING TOTAL PARKING SPACES 22,669 SF 216,926 SF TOTAL IMPERVIOUS AREA 2 -Jul T�, PARKING SPACES TO BE REMOVED 54 5.11 AC) (4.98 AC) 269 EXISTING SPACES TO REMAIN 2T aW C) N/A 6,713 SF w PIP TOTAL NEW IMPERVIOUS AREA N/A 970 SF I.E. 4,�P, n 21 83,228 SF 82,258 SF 16 8 165,993 165,993 SF NEW ADA PARKING SPACES kt)4KA LI T .. ....... All, 314 TOTAL PARKING SPACES TOTAL SITE AREA 471,89 AV e OAX (1.78/1000 SF) ING& NO v1sle"Et PIPE RECEIVIN NTO D11*1 0 JAL T t L Job No. Issue Date .......... A 12018 12.17.2012 Issue Packag ISSUE FOR PERMIT EM Elm MEN= mums= Sheet Title OVERALL G U SITE PLAN Sheet Number 30 15 0 120 1 Jill Na ri UVER'ALL ZOS"ITE I'LAL ��C2.1) SCALE: 1 30' Porflan ea 8 �Ttl Aw TL cc, IN FEET 503.224.9560 360.695.7879 208.749.9993 1 inch 30 ft. GM PROJECT NO: 2120451 .01 COPYRIGHT 201 t .':Y} N' t 5 ,. , a .i:. s .. .: J „ - - . 5�,, \J REFER TO SHEET C FOR GENERAL NOTES .., , ,..,,7:.... q-. . ,<a+? t,,:1;«t s i fl,F ly F -.3 f'i J,: , 2.1 1p a; . I I" ::. - ..,.7.�i n r. t�i a . ; c ,.. -' ..,a�r .> I . fe. „k a.0 ,,,, rl i'�r�r it'. srL �a sx<e •r r„+.a. ..X,., a,�,,.:v.;\fir,L`„�R'�, 'iv'1 .�:>ht y r 1� `'\ 4, i-. t LEGEND 11 . ::.t}x �` \, ;ter 1,ati: r>, ,_'+� :.:r c„ y: y . . I I I I "I . ­11, jp''�� }}^+'@p^+' ��'+'•" {,q{�i};f�j`,�y }g�f�.•�}/+'��' gj;jy�j(}"' yv,.,.1:\. t t -t t . I . .. N W FENCE ALONG Y'W' d Y#6 tT91 Yi+ Y,., is ,s..,T,. an T�»:t st ;.;n,l G ),';'t5 T ..:..��,5,4.2 9;J�'-...,,. - L .�1 ,.. . EXISTING PROPOSED _ M• �- -".- - , - .�.�.- TREE PROTECTION .tom ..-- .- r.W .- �- �•� -, . 4?1 FENCE 1. ,,.'- ,„P " ,,, � .�^"� P _1� A, 5 Tom:" - °° w w „° .- CATCH BASIN �„�^ 1 - I . At 11 `"� � �" P 4• P. OF ZO _ - . - .-`.� EXISTING CON TOUR 22 � 22 J/ !w �w� - yjf! w kll a ? ver _ . /� P./ r �,,••,.v'r^"' Y f / i 'M ____w*,.,.w,w... >,_ 'mow 3 �F( �0 - �. M" �. /'off, ,.. 1 1 I :PY ''.' m'�"," i ,_ . I'll .r !P .�i„�'" e ''�4� ."I" -q 1 .F I � ^1�j """w""^"^'^�" .„•,•,:,•..•, / `""'"'"'"w-,.-ww« �io4 `h•°`�`o"'*° � f �'g11 -" •OC 22.00 -_______- - - 11 � ,! �s �1 e03 '��� "� 23.4' �� POINT ELEVATIONw 11 I"I OD I'—p. ,rte / / � � I A fisc# I I 1 r f ��,_% . _ � Groma ky Dupree Associates . 11_1� a11>,. y ,./ , / ~� , ' I I i jj} . , E ," \1 EXISTING TREE TO Project ��l , �` . . I ? I I � REM AIN ` , ? la � o i o' * . Z rl 5 L 'C[, L / : . cv » -�a 18.7 6.f% !� e. "", / -.,9 13 °a _ / 11z EXISTING TREE TO y • 1. °• �� cs,, ?2,5, 14 ! 14 2 .� ? $� 1 313 1 `AC BE REMOVED r. '' r 4. ,41 '` P , '� �` 02.7± A 2.2 �' _ � .. 24" 9, 'ey / ,C: 4tP� ?? / 14 / ?3.7 CONCRETE CURBI I I " "o bAr I C� .. w %A 11% P . : P '° / 13.3 r. ?3 I. �,, r .6+. e r 4 7 A7 ?4 SAWCUT LINE . ">_-�_ 41 e, _ , _ 1.le AN it := �� � �" --�~., CONCRETE SIDEWALKI "I ` . F ' 77 }w �n � 90 = 307.6 A :; �� .' ,, _ . � " 1 _ 3 - ,_ -= w3 ,: OPERATIONS _, :. I °? s ¢,: 308,4 AC 314.9E AC /20$ t,.. fPr N' R- STANDARD ASPHALT PAVEMENT s':. �_,",..] / '' t , • ?Z , ° 3'03.9 t AC , . f ,. � / / � 3� O r CENTER �. r V , 310`,4 AC _. I �' -w 3 9' r° s q _ 1 P �� . �� � , 11308 SW 68TH PARKWAY ` .� �` {! '`., j' 12 P- PERVIOUS ASPHALT PAVEMENT � � ��� "� "`�: d F/ Q 1 , -I ¢ fyy , - F !' .,,.,., ' OREGON, .__ - TIGAR {�� 97223 1 I J. I'll r. .. f _... • .<.. {f' �^ 'fin`✓, . y 1 , , i , Y v. ::,::.. r i 11. // / f . . i n v , j , / , I . .. -1.1 ,.,<. „ , 1. ,t 1. �2 ,,, /A / / "I "' I'— I .41'.,. 1. I . 11 11 I d l 7. I' -1.1 _ I . l I 1-1-, ­_ I . .11_ '', :.--:,,,I 1. I . I ,;­ I ­. I - 11 I I .11- ,_ . I 111., 11 - , - f# 4 -_ .1 . - J!/ - 11.1 111` ' ;, .3 .lr ­­­, L, ", l- I " I - .11 I . I MI ,::1.11.1.1 11 . L' ' .' . .1, , . ­_ I , ,- 0 . i. ; . a 1 -, ­ 11 ."1 gi, 11 4 1 / 1-1111-- I I .,- I ,-r I -- I; .I ,­...', -­ _z_- I—- . I. I _ / ,�,,,l N / I-1 . r ­­., , � "I '-- ` "" ""z A „' ­ . f �'� , 4 1 .. ­- li ; ..", ,. S , 4,: - "; ., /111� v. :'­ 1 ' - ' , I o / t ., Y - I • ' _ .,., , PAI Authorization I ;: ". � � 4f .. 1 SS, y//��• I Ix , fl/ Il 1 T 11"O ­ . I., '.li _'. I— 1• PROTECT EXISTING CURB TO REMAIN. 1.1 �,:­ , t _ ': jj .r ,� 11 I 44Y S / j I I I .: ,. . .fE '�. ` ... y 1 � I "..- I, .1-,.,. "', �'­.. . -;, ` "i,�` _'.t . I , ' '. 2 REMOVE EXISTING CURB PROTECT EXISTING EDGE OF ASPHALT s A;'' _l 1 �,, , q / d fes., EAN JOINTIll11 Ilel { atl �s _ , ,` ,,,, PAVING. SAWCUT EXPOSED EDGE OF PAVEMENT TO PROVIDE CL I e I ,, x � ' �;:_ 1. IF EXISTING EDGE OF PAVEMENT IS RAGGED OR RAVELED. t. - , `� '� ; S? .,...., J , _ . ' w 1 9 it 1 g - ,� 3 <.; :; _ 3. CONSTRUCT NEW G CONCRETE VERTICAL CURB PER DETAIL 4 C8.1. 11 , €€ I, f r s a,a k; It 3 / A i� I o � . I I"�,"$�..:x 'I € ,,_: r ....,, ,! •' '' SR 41 1 � (t ,, P.� 1. DOWEL END OF NEW CURB INTO EXISTING CURB, 6 MIN. EMBEDMENT 1f � �._ I WITH EPDXY--SET DOWEL. i 4* 3 4f ,. y A 3 .,/� "" .. Ill [� :, ., -. • R O ENLARGE PLAN D 14 �. ' 3 € - 4. R 0 EXISTIN PAINTED PARKI STRIPE BY S OBLASTING, } 2111" ;;, I / _ I'll ��4 4f • . . :.. ,: , y /', l ., .. ,. ,. :: .: ., � , - .�, :• 5. 4" WHITE PAINTED PARKING STRIPE. �,�►,,, ��,'� «,.... o. h� a y c` d ry r.: ¢., 3 a a ' € f €1, ) '. . I . �9k 4a ,. :_.. - k "MnUOUS :_. 6, / I ,_". ,._ !.,. " , WHITE PAINTED NO PARKING ZONE, 4 WIDE STRIPES AT 45 , 3 O.C. 411 y e -1 ,�� PIRES: 12Z= i I / ,,� 7. NOT USED,� S �` s J' ALD \," a a - S 1. }'144, a�g , < _ 1 r t �, ?Jc 1 F tt - "` - w _11- Design Team 8. CON1 . RTE AMP W T HAN RAI P R TAI 10 .1. 9 s "•_,. I � C E R I H D L E DE L C8 - /� n ; r a a s a 1 k^. 1 d t s [ Y- � , r } '� •� 0 I! xr., a. TEN NT '"'�,, "~�--.r �. } � t � �� _ A COMCAST CABLE P n:,. l i z w � g z b 4>� All, �. s ,, a � ,.s ,t :�.: " -- ARD 2� -4 :;,= 9, SQUARE WING RAMP SEE DETAIL 9 C$.1. 1701-JOHN F KENNEDYHOULEvd _- M _ �, f / ^^t I _ PHILADELPHIA,PA 19103-2838 �,r�,"", '"",..-w,,.,, """..•,,,,�. ,,,,,„,,� 4 s c g •"""".".,.».,Ory.,..,,,,w.. :' P 3 . _ - '_ „t"�: ,:x.:: 1 1 !.-...•,_ s TEL:215-286-7950 at r f . r „ „_,., jf, _.� 10. PR TCT EX STI G I T P N A E TO REMAI . FAX:21 2 s-7 a ,1 1 r♦ I N LGH OLE D B N s-a 990 . �.~ r 0 E A S o b " ��` P Y �� J °� ±~, 3 i I ..{ � d S° �yti' Ab .. ,r A 4 N l ar . • � d.V • g $ 33 7 z f '•. F Q Sd` r .1 /^ + ,Y' , Q h ".�„ I I *tr 11. RELOCATE LIGHT POLE APPROXIMATELY 3 SOUTH IN PLANTER. INSTALL 1 PA " y D4S f �° N � .. E ERAL GLEWISLEASE CRUTCHER LE • � N N R T N T N T WIRING A p q.s MA__ EW CO C E E BASE A D EX E D CONNEC IRI G ND CONDUIT TO NEW , {fir,/ t/ ! ,r" { a� �`"" ~w�<. t CONTRACTOR $50 SW 12th AVENUE �f � .�. ,, :. 1� 4 LOCATION CONCRETE BASE TO MATCH EXISTING DIAMETER, FOOTING PTH � '" ,111'1 LQ IO C CRE E C T 0 G DE , PORTLAND,OR 97205 �> + _ `' _ TEL:503-223-0500 AND CONCRETE REINFORCEMENT F'✓/ ! //// / / ® t' FAX:503-223-2874 „� � , x ,� , It. 1. 12 TECT E ISTING TREE TO REMAIN °�' , tz PRO X _� ,7_1 f � , 11 1 '` - °sf ARCHITECT GROMATZKY DUPREE&ASSOCIATES . < /�. '� , ` _ �- t 13. REMOVE EXISTING TREE. PLANT NEW ARMSTRONG MAPLE IN CURB ISLAND, VICTaRYPLAZAwEST . ° .r ° /; MIN 3 CALIPER. SEE DETAIL 12/C8.1 3090 OLIVE STREET,SUITE 500 ACONIC , ' Te I �.,' `�. ., DALLAS,TX 75219 k'` 4€ Ak ° 1. TEL: 214-871-9078 �=k, l I 14. CONSTRUCT NEW PERVIOUS PAVEMENT PER DETAIL 2/C8.1. DO NOT COMPACT FAX: 214-871-9869 g a ON 5�3 �`"pw, ,`,) fV f {i A^l >""9 '�* fi'� 16 - eai � � AN iCA P ARKI G - � I. I'll NATIVE SUBGRADE IN PERVIOUS PAVEMENT AREAS. PROTECT PERVIOUS PAVEMENT 6.11. � \ `"�� - .'_ AREAS FROM CONSTRUCTION TRAFFIC. CIVIL GROUP MACKENZIE O .,,:'* sr4"a.' eg�, �� ENGINEER RIVEREAST CENTER R s �l O . "t 1515 SE WATERAVENUE,SUITE 100 Q 15. R M VE EXISTING ADA PARKING SIGN IND POST. SALVA E FOR R --US ON IT G E E E 1 „ „ , ,, 14 ;: 4 PORTLAND,OR 972 1 g ,; ,.` 1- 11 IF SIGN MEETS CURRENT ADA REQUIREMENTS. - TEL:503-224-9560 / V '. / . FAX:503-22$-1285 . DETAIL 9 C8.1, o 16; ,.4 11.1 <' 16. CONSTRUCT NEW DIAGONAL CURB RAMP PER D TIE NEW SIDEWALK TO 1 C`�. r° s'. ?;..:, ,,;' - P P N / STRUCTURAL GROUP MACKENZIE '1. ASP , I EXISTING CONCRETE WALK. RE STRI E ADA ARKI G STALLS PER DETAIL 7 C8.1. lo I r INSTALL 2 NEW ADA--COMPLIANT STENS PER 6 C$.1. / ENGINEER RIVEREAST CENTER a 1. , WATER AVENUE,SUITE 100 .�' ,� " 1515 SEW UE PORTLAND,OR 97214 1 °`' 17. ON T T N W N T TAR WITH I RS MATH TTM F T N TA TEL:5o3-224-9560 BUILDING V 5 RUC E CO CRE E S I 4� R SE C BO 0 0 EXIS I G S IR, @ �€ i Y C S FAX:503-228-1285 �°, } INSTALL NEW HANDRAIL ALONG FULL STA R, SEE DETAIL 13/C$.1. 1. t .. . .. .. . t. ""..".,"" ,..:., 18. REMOVE EXISTING STAIR AND HANDRAILS. ELECTRICAL COCHRAN,INC. . ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 19. 27 SLOPE TO MATCH AT BACK OF WALK. TEL:971-2054263 20 0I 10 2.0 40 80 1aL ' " OM - . 1$0 20' MECHANICAL HUNTER-DAVISSON,INC. . I I = = �� .���� . I C2.2 _ 1:1 ENGINEER 1800 SE PERSHING STREET ( IN FEET ) PORTLAND, E:sos-234 77202 . FAX:505-512-3603 . 1 'inch = 20 ft. . LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 . PORTLAND,OR 97214 TEL:503-224-9560 FAX:509-228-1285 . . I I \% \% �\ I I . ll ?2 1m I . I - \ 11 T x .!`!•f � °f' "*^a,r.,.,., ,w«+ ^'^..wmu'".«"".w ^..,+,e„x.r+'"".»,.w, 'mow+.",,,. \ Imo_ • , - .- ` 12 - - Issues and Revisions _11 If ,� \ \ e I',. � mo w. No. Date Description �� ° I . I t��i- 1\ _e'r-I I ar.,• A € ,4 crpro,a'^'r F+TM"" pcatl� wg�.".-.}� � - �' t I _p . I I .1 .1 I I .. ", _ " I . ,9-4;­,ll&lx .. ., - I 111-1.11- . I --<\ . s .» "ll _ I - ^l., I." r - ,__`_. 2 , I I I .' ' I I 1 . - - " . I I . 1. _ \ . \ , F '- y�^ Q f .✓�. P4 a .l--_ '. 1Y{ N �,.,.t.P♦N"'F° lT' .1 I 111' 'k � � /•?{ - D Ste_ w+:,r.r r ♦ {< )' ^ " ,...+,vw^„n"'w,•:w.r � ,4 ,� WWW _ 290 LANDING 0" � �� �,.. mowwwow.����� �� P <.�- ::, w � ��� � � �"� � / 'I I, , .:,-`11.� -11_,_.. ° ' 93P A .45 LANDING 8 ��,.w , . " 298.25 LANDING ,, ^,qO;_LANDING -• ",�, -- .-` :85 LANDING '"... I 1 ° ... 1 ----- __,- ,,,Ou5,:,�, `-u.it. ,. 29 / 1-11 0,85 { •� �'- r'll 01 __ - 298.41 LAI�III . t , 1_,--- .i't ,". I . I I 1 ,�,,-,,--,lz7, ;'.,-' _� I _,,,� �­'t_ __ " 8 30 .- - I - 1 ,,'.­ l ' -,- - r �.... Mk,A,, ,�-------,..... , " * I - 11 �l - . . . -=%' __ .e '4�; - �,...,, _ ;. c� �, ""..,�-."1--, (I _­`.r,)..,,,,,y ,, ____- J,� �� � tV -.w"Mr---- N I_,,--. I 4 � I , •C� 8.0°0 ., op a .44 -;.'',---'-]�,,_-_ I ,--.z, .,,,.;`'l IM, ,:, .. A; . A * _- 1. I P_1 .; ­_ ,�,� - t N I t, `"Vllffc- 1. , , , "'A_X -- 1. - I . . . -, _­;__ _tf, _ ,f,l� I . _.. ,',, 1-11-,( -'G"!� ,-`-',wi`z'�,,, . - ,.,;, _/r, ; F 71 .1 ,N1. . 111­fl_, ��` -, I,,,") , ,e­�, . . -�\ L :, .'z;,-'-. , I I - r' ", k ( - " I `­ `," t �_ .1 -44 - ,, t "� ' _6117--r I-, 0 O'.1 7 - .1 I ,: I I -' I - � _11 , 11 .. Z,,`; '^�+„"h.w.. 6 "7- � .> e # T ,,,w.,lwac.w.`.J",":T.w.+"• ,.+: ­ !7!7�_ , r� .. _ ,:. -, '' . I -I ,r........___AA Al.%,Z. t,e-,I,.,i, �_ L >•: .x,. , :.,. ,;; <_' •ate 7 f - 4. 1'n "'I";, -\ -%. 290.93 DIN t „ -� ti, ", y ._._____._ Itt, r '.t':-, -y�F �£ , �f' w+ I I`>YSe �' P"r,h,.. P ',"r' is /'� y(f. +A' .':Y:r y ,i.Il �`,, , ";" i - i W, h. ..., 1 �4 :'t,L 298..34, l @ M �•,A,w,w^S^ - , ` I I " - it <1� �:. � .www.,w.ww....,am+rv"-.....,.»,wn..+Hw..n ,u-"".w.+.+ _ - �,�f a s.,. Cl tY j z +:a. ..?F ".1lwrtMWx�kYaewtA :%UXS.=1 M.:...onm`.S6:,.."e.,wi,.w•' 'Cw....- I I. • + p 1 x € k �` i R 298.4 M ATC. �X„ �- -- I 1-114, , lll ' 'I' �' I {[{F 11 298.2 ATH :EX. .� �°' - 91.1± 11, e. Li � �-,d;. Waw.. LIl' i '_ I- `� 1: , y5 ` � `; t _ �•�, 'w'.'..'.. pqp+M^°m^w 4Al T;,I , . C . - '_ __ -_1 x. " - ... , - It 1! Z ,. /� I a ,_ ? �'? ate,,, N 1 i>" t - - . 1. ,°9 NC11 H � : �- ' - -- w a € { ily I 'l, ",rt",__- ..": ,,_,, ,",,,,,,--"',,'-',l',., ;7 "' !"i,f,',_ I r< I., Z, I I> 11 �', I I, ,'I - , 11 11 11 Ekll1, ., *.-",. , ,, '_1111 11 ,x� „�. a s a ',_ ", L, _ :,.. I I -_,"_ n :` .• a . -, 1 - . ". I1. '. , r g r'"' ,.�. .f'"' __ " . -11i t 77 , , , .i y "� r _ fl ,,,,__, , l - I ­ ,", I. 3 . I ­ , I , , .3- :)?) 1.1'," - , ,,:,,, q('�:D -1a ✓"" , , .1 'l I; , -`z, , f71--- we , - , ,. t. I '"� 4 r I - , ,. 1. ( \_1 -1" ,,,. 'l %,7. F •;> e ;.... , ; 'J", -i, ,;,t';, " Z 'r I, . I( ,_ 4` 4 x_ ­ - .,.., -,v. t , '-til 11 - " 1, ,r- I ... I , I I A ",','", -11 ", 't, %, I _11_ ' ' " - -, X, ..-,,._q ., n�,. 11 C�� _�� ff I i -P I_ . 't"'i'll { -� _ 1 1 .11 , !, - I . I ..--O*ll tl___' ''.1" , - t, " �: , " Y , - ,,:',,, I _,"-, ", i'll" 9 -1., I Y . I " C/., I wn, w ,, 1 Y- t .,,_ - r,r j - I'll, ' ,,'- . 'I, ` I - . '3it '10 1. ll ) t"""n_ " P - :. . ," ll. ,, ',,, ,,, - _,,,,,,f,;,';';,-, r) I ,,,, " -"N'T';t'l,--,,,t I .... - ,,, , ,,,,,-',,, , _"r �s ­ - I 1w-__ , `ll _., ,, _. _Z, I I 1� _V ---11 - - �,,,','.Z, �� , " 1lt I . ',, I,,, p� - 'Y'- ,-.,,-,--.­` ? ", . -.1 "." I , 11 I,I I' 4 _. 1 , , _ F' :,. 17, '`;''x,, -, A' \I-- -- - ... ­ I I I '1 ___, - " ­ ' "' . � - ,', 1' . "�--,,,'�t?---,- - - "', V .." '6 ". ......................... y+uv+r 4 "I _11'. " � / S 'l -P f!. �3` ,, 11"I"fl, l , 141'1,_ , " ,,'_'-;: , Z _,.__'2 -ll, , I - -1i h ',,X .1 ,_l ,,, , I '_, " `11 I . I,­�,'.i, , - I ,.:. -1, , ,)- -, t. I11 ', r': 114 y e.P" IW'` 0& . I 1,. t -,;,l ';'1* ' , - lZ , 't , . "' -, , ,__, : __7 ,R "I ,­,'.`,, I 11 -i ,tit I ".,..l., I ", ,I k ,--..f . 1:1, , - 1, ;lld'l ­ %I. " 11,11, , 000 .". ­­__ - \,- i, T' ' I . - 1 F !,_,1'. , ,-.-, ll,:. 77, w -,-,,.P " - .-,- r. I, I ­ 1. .1 -, , ,. `. - I I ,, ',­ _. " I - I,. Z_..p I I I . r,;r _ , ­. --_l-__.-..____--1-1-111111-1111-11.1.1 111.-11,,-1.1111.1.111.11-11.1...-I I--",.l­.____l­lll.___-1.I---1---__-___--- .____,___A_____ ­­-__lllll I...","' . __ ,__ .r..",Ol.'ll'.111.1-,,,.%,,.-.,.', d . .1-111 - 3 _ I'llF I——­.­-.­­`,11-1-1-111 ,__­,­'lw t.-,, ''n _ I ­; -,.,,--""-.".--"-,",-.""-".,-....... -..........r -,-,,,.,,.,.-,,,.,,.,-.,.-.,..,.,- ,,,,,_-_.............i__,-,.,_ - tz.,- l-..111-11-1,11.111.111-1,-",.", ; I . I I . I I I . I 0 a roft a A In MOOMP A n IOM% Mulft A a a - . ( 2� N 0`RTrl HAMF tNLA MCNEE!L,o P I a L A N . . I Job No. I Issue Date I I IC2.2 1►1-10' 10 0 5 10 20 40 . . %_�� 1201812.17.2012 I , = ME= - ___7 I = = INEM ffilllllml=� . . . IN FEET issue Package ) 1 inch = I0 ft. ISSUE FOR PERMIT SheetTitle I I I . G K 13J. U tf I ENLARGED SrTE PLAN GL T Sheet Number - I �kd ;== bi I Ar . PorHand OR Vancouver WA Seat e WA . . 503.224.9560 3650.695.7879 206.749.9993 kojof M121 I I GM PROJECT NO: 2120451 .01 COPYRIGHT p 2012 A Gromatzky Dupree Associates Project REFER TO SHEET C2.1 FOR GENERAL NOTES AwF& Adam LEGEND TECHNICAL MA EXISTING PROPOSED OPERATIONS 0 FERH ANG CATCH BASIN CENTER 4 22- 22 11308 SW 68TH PARKWAY EXISTING CONTOUR H, DICAP RAMP TIGARD, OREGON 97223 C ....... 22.00 122.007 POINT ELEVATION 4Pf L !vz EXISTING BUILDING EXISTING TREE TO J:J -11" 18T FLOOR ELEV-291.05 REMAIN 4- 1305. MATCH EX. 2ND FLOOR ELEV=30715 EXISTING TREE TO Authorization V Ali BE REMOVED 13 EX. MATCI� ............. 92 P1 V CONCRETE CURB -Grp SAWCUT LINE JIM CONCRETE SIDEWALK V WHEELCHAIR 12 AR PAR) INIQ 1ILDING EXISIIW�V' 86 MA T C H E X. PAVEMENT ALONG SAWCUT COLD J01,,NT,� STANDARD ASPHALT PAVEMENT let IRES: 12L31 Ll 31 EX:P: ERVIOUS PAVEMENT I P E 6 (0 T OF -LINK FENCE n Team CHAIN Desig 7 -TE TO f_ AIR TENANT COMCAST CABLE GA 13 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 N-CE 8 X. FE FAX:215-28 �6 LO TC1 NE FENCE- 12 282.7±1 TCH EX. GENERAL LEASE CRUTCHER LEWIS H 10 H A T z CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 TEL:503-223-05M C ONN T R 0 ....... E N 17 z TYP. GA I OF 5 ON CONCRE MIS 304.81 FAX:503-223-2874 MATCR EX. 17 V WALL J,3 6 ZKY DUPREE&ASSOCIATES 1. PROTECT EXISTING CURB TO REMAIN. ARCHITECT GROMAT 3090 OLIVE STREET,SUITE 500 2. REMOVE EXISTING CURB, PROTECTING EXISTING EDGE OF PAVEMENT DALLAS.TX 75219 VIDE A RIM, 2 H1(2'I,4 ROCK -871-9078 AS FEASIBLE. SAWCUT EXPOSED EDGE OF PAVEMENT TO PRO TEL: 214 -9869 VELED. FAX: 214-871 CLEAN JOI N T I F EXI ST I N G ED GE OF P AVEM EN T I S RAGGED OR R A I It 3. CONSTRUCT NEW 6" CONCRETE VERTICAL CURB PER DETAIL 4/C8.1. CIVIL GROUP MACKENZIE ilk ENGINEER RIVEREAST CENTER GROUNMD- DOWEL END OF NEW CURB INTO EXISTING CURB, 6 MIN. EMBEDMENT 1515 SE WATER AVENUE,SUITE 100 EJ I-RICA PORTLAND,OR 97214 -SET DOWEL. 00 LEC L C0_NDt>fl3, 4 WITH EPDXY -R TEL:503-224-9560 co FAX:503-228-1 5$ 00 7 2 4. REMOVE EXISTING PAINTED PARKING STRIPE BY SANDBLASTING. 188 0AV 5 T YPI STRUCTURAL GROUP MACKENZIE 5. 4" WHITE PAINTED PARKING STRIPE. -REAST CENTER RIVE ENGINEER q)l 21' Dq 1515 SE WATER AVENUE,SUITE 100 PORTLAND, R 14 QL 6. WHITE PAINTED "NO PARKING" ZONE, 4" WIDE STRIPES AT 45, 3* O.C. TEL:503-224-9560 AS�H T FAX:503-228-1285 7. PROTECT EXISTING ROCK WALL TO REMAIN. 2. 3. MATCH ELECTRICAL COCHRAN,INC. M 8. INSTALL 8' CHAIN LINK FENCE, SEE DETAIL 18/C8.1 ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 LO 5 A 0 All I \ 0�� TIGARD,OR 97223 T H Cd TEL:971-2054263 N 9. INSTALL 2 LEAF AUTOMATIC SLIDING GATE, WIDTH PER PLAN. REFER TO t CONTRACTOR TO PROVIDE ARCH PLANS FOR GATE DETAILS AND EQUIPMENT. ELtl­�V 43 GATE SUBMITTAL PRIOR TO INSTALLATION. BASK� A111 HOOP -DAVISSON,INC. MECHANICAL HUNTER 1800 SE PERSHING STREET ;16 9 ENGINEER 22" a 10. INSTALL NEW CATCH BASIN PER DETAIL 3/C8.2. CONNECT 6" LEADER PIPE PORTLAND,OR 97202 TO EXISTING STORM LINE. VERIFY CONDITION AND LOCATION OF EXISTING TEL:505-234-0477 IT H INLET 2 -542-3603 STORM LINE PRIOR TO CONSTRUCTION. 2% SLOPE TYPICAL ON NEW STORM FAX:505 BO �M RIM 2,81.2 20" FiR 40 PIPES. 6 z PVC OUT 4" s7 5001 -Y) 2 0.I.E. 2 COMPLIANT PARKING STALL PER DETAIL 7/C8.1. LANDSCAPE GROUP,MACKENZIE CY) ARCHITECT RIVER EAST CENTER co 1515 SE WATER AVENUE,SUITE 100 2% MAXIMUM SLOPE IN ADA PARKING AREA. 24 PORTLAND,OR 97214 TEL 503-224-9560 2 RIM .91 ST 12. INSTALL ADA PARKING SIGN PER DETAIL 6/C8.1, PROVIDE "WHEELCHAIR FAX:503-22B-1285 A MR STUMP ONLY PLACARD WHERE CALLED OUT ON PLAN. D E D U VjS'z 2a5.2 A D 8 2 8 5.3\*rN 13. CONSTRUCT CONCRETE SIDEWALK PER DETAIL 5/C8.1, FLUSH WITH PAVING 20" OAK 00 AT ADA PARKING WITH DIAMOND TEXTURE PER DETAIL 11/C8.1. DONOT COMPACT 14. CONSTRUCT PERVIOUS PAVEMENT PER DETAIL 2/C8.1. 14" OAK 18" OAK 3 NATIVE SUBGRADE IN PERVIOUS PAVEMENT AREAS. PROTECT PERVIOUS .53 PV 4S� 27 CTION TRAFFIC. FIR 1,17 R 15. CONSTRUCT STANDARD AC PAVING PER DETAIL 2/C8.1. 16. REMOVE EX. BASKETBALL POLE AND EQUIPMENT. PATCH PAVEMENT */FIR 12% AS NEEDED. HAL Issues and Revisions A 17. EMOVE EXISTING GENERATOR AND ELECTRICAL EQUIPMENT, BY OTHERS. No. Date Description 'j'7 0" R to CESSED 2' WIDE CONCRETE GUTTER WITH CURBS FOR SLIDING GATE RETURN, SLOPE 1% TOWARD PARKING DRIVE AISLE. ADJUST. LANDSCAPE SLOPES AROUND CURB TO 2H:1V MAX. Cd'S 8" CHER 28- FIR 9 19. CURBED MEDIAN WITH BOLLARDS AND FENCE KEYPAD POST, SEE ARCH. PLANS FOR DETAILS. fipDl *N 20. INSTALL VEHICLE DETECTOR LOOP ON EXITING LANE. 23 2 WA 1, E ,AT 24� 21. 55'x45' (APPROX.) BARK-MULCHED UTILITY POLE TRAINING YARD, COORDINATE WITH OWNER FOR DETAILS. 1302.,3±1 Li 'N 502&S Pi 05 T M RIM 2 70' 7 KEN "URP L Ou �R 20 19 T- A A 8 TO EX FENCE 20 0 10 20 40 80 S1 LAN SOUTH 1"�20 �C2.4) - IN FEET I inch 20 f t. Job No. Issue Date 12018 12.17.2012 Issue Package ISSUE FOR PERMIT Sheet Title G K r0_ U I f ENLARGED SITE PLAN 80 UTH PARKING LOT Sheet Number !A I PorUand OR Vancouver WA SeaMe WA V cc, 1 117 503.224.9560 360.695.7879 206.749.9993 GM PROJECT NO: 2120451 .01 COPYRIGHT(Z) 201:2] A Gromatzky Dupree & Associates Project LEGEND %0� M L;U%5 to 'A li�� 01k,I kLt �A�iN V tMAAA 41 TECHNICAL EXISTING PROPOSED 2 P -44/ A C. OPERATIONS 0\/EiRHANG CATCH BASIN 0 N ENTER STORM DRAIN PIPE V 0 11308 SW 68TH PARKWAY tr PERFORATED DRAIN PIPE TIGARD, OREGON 97223 -7 EXISTING BUILDING WATERLINE 1ST FLOOR ELEV=291.05 22--- 22— EXISTING CONTOUR .2ND FLOOR ELEV-307.15 RIM .3105.3± IE=302.8 Authorization EXISTING TREE TO V REMAIN 3 Q 6 STORM PIPE EXISTING TREE TO O� 2-7o SLOPE C$IL 11 xw" BE REMOVED CONCRETE CURB ICAR ING E0111NIG BUILDDING N Lrh! PAR' I All 411,�A yz, SAWCUT LINE '0 1>6 CONCRETE SIDEWALK L > 2 W. V % S: 2/31 Ll J TYP STANDARD ASPHALT PAVEMENT /A PHA0 Design Team .30� PERVIOUS PAVEMENT NY- IN, TENANT COMCAST CABLE KING kR 1,701 JOHN F.KENNEDY BOULEVARD -KZ PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 FAX:215-286-7990 NCr CYC1.01 1E Ff,� 14, 8' H' 0 GA'T_E GENERAL LEASE CRUTCHER LEWIS GATE CONTROL PORTLAND,OR 97205 04.8± E Y NO� E L E G E IND CONTRACTOR 550 SW 12th AVENUE TEL:503-223-0500 ON CONCR E I R I M KEY'SSTONE', I E .6 -223-2874 FAX:503 1. INSTALL NEW CATCH BASIN PER DETAIL 17/C8.1. CONNECT 6 LEADER PIPE TO EXISTING STORM LINE. VERIFY CONDITION AND LOCATION OF ARCHITECT GROMATZKY DUPREE&ASSOCIATES RN —HOLING PRIOR TO CONSTRUCTION. 1 28 61, + HIGH ROCCX WALI EXISTING STORM LINE BY POT VICTORY PLAZA WEST 3090 OLIVE STREET,SUITE 500 2% SLOPE TYPICAL ON NEW STORM PIPES. DALLAS,TX 75219 lip -871-9078 LF 6 R l P E 30 STO M TEL: 214 FAX: 214-871-9869 2. INSTALL PERVIOUS PAVEMENT UNDERDRAIN PERFORATED PIPE, SEE 2 2/C8.1. TYPICAL 15' SPACING BETWEEN PERF PIPE % SLOP DETAIL lit CIVIL GROUP MACKENZIE LINES. CONNECT OUTLET POINT TO EXISTING STORM LINE. U N�rbj, CONI;UIN� ENGINEER RIVEREAST CENTER VERIFY CONDITION AND LOCATION OF EXISTING STORM LINE PRIOR 1515 SE WATER AVENUE,SUITE 100 co CONNE6T TO EX_ 2 TYP.,L, c1q L ID TO CONSTRUCTION. PORTLAND,OR 97214 &�TORM I E TEL:503-224-9560 FAX:503-228-1285 PROTECT EXISTING CATCH BASIN TO REMAIN 2 i D1 STRUCTURAL GROUP MACKENZIE REMOVE EXISTING CATCH BASIN AND LEADER PIPE. CAP PIPE 4 ENGINEER RIVEREAST CENTER 2 AT CONNECTION TO STORM MAIN LINE. 1515 SE WATER AVENUE,SUITE 100 AS ff"H A'T PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 r S MAGI'AIL ELECTRICAL COCHRAN,INC. 00 C%q A N 42 ENGINEER 75M SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 UTILITY NOTES -205-4263 E TEL:971 01 303.22 E I BA1- HOOP PR 9 P 1, R 1. REFER TO SHEET C2.1 FOR GENERAL NOTES. �2- �ECIDUO,�'S MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 18W SE PERSHING STREET INLET 2e S lum D I iz- I 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, PORTLAND,OR 97202 FAX:505-542-M3 BOTTOM RIM TEL:!50-9-2,14-0477 ES, AND THE CURRENT EDITION OF THE UNIFORM 20" FIR 2 PLUMBING CODE AND THE INTERNATIONAL BUILDING CODE. ALL WORK ou 200.5 5 WITHIN THE PUBLIC R.O.W. REQUIRES A 'PUBLIC WORKS PERMIT. GROUP MACKENZIE LANDSCAPE ARCHITECT RIVER EAST CENTER RIMI' THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW 151 SSE WATER AVENUE,SUITE 100 STM- OR ELBOW REQUIRED FOR INSTALLATION IN THE PORTLAND,L OR 97214 7 SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE TEL:503-224-9560 QUY E% JS,,: -228-1285 FAX:503 SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL AND 8 01 LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING 20* OAK CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVER— is" OAK ING. PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH 18* AK I e OAK 40 -CONSTRUCTION. CONTRACTOR TO NOTIFY JURISDICTION BEFORE BEGINNING PVC ts� R ENGINEER IF THERE ARE ANY DISCREPANCIES. F 4. ALL STORM PIPING IS SIZED FOR A MANNING'S "N" VALUE 0.013. ALL 12 R 50" FIR R STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE FITTINGS, OAK UNLESS OTHERWISE NOTED. I FIR CHERRY 5. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY Issues and Revisions jh',ALT 11 AL POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. R <1 No. Date Description -OVER ALL WATER LINE. RR 6. CONTRACTOR TO MAINTAIN MINIMUM 3 FT OF COVER a�,AND 4 Rik q9 j NO P, L RECEIV�i !�, I TCH D, 0_N' SF U rT !%'OUT 2* Z_ 'it iL �F�R, C.A us A— his A A ........... .......... ........... .............. ...... .......... STOti L.AIA LIZ 20 0 10 20 40 80 "M IN A G' IM'"90VEMENT PPLAN I I I I I I 20' �02A) -A IN FEET 1 inch 20 ft. Job No. Issue Date 2.0 1 2.17.2012 Issue Package ISSUE FOR PERMIT Sheet Title G K ro U e STORML DRAINAGE IMPROVEMENTS PLAN Sheet Number PorMand OR Vancouver WA SeaMe WA cc, 503.224.9560 360.695.7879 206.749.9993 GM PROJECT NO: 2120451.01 COPYRIGHT 2012 A. SLOPE PER GRADING PLAN LEVEL 3, " DENSE LANDSCAPING *SAWCUT EXISTING TO MATCH EXISTING PAVEMENT AT FACE 8" OF *"'-0" CRUSHED OF PROPOSED CURB 1" RADIUS ROCK BASE WHERE APPLICABLE .-�►I=1 I(._)I I��i i—a I I=11 I_1 11=-���-"�...- SUBGRADE STANDARD AC PAVEMENT TOOLED EDGE MAINTAIN STANDARD 6,, 6►" UNLESS OTHERWISE 1/4" RADIUS CURB EXPOSURE, ±1/2 . NOTED ON PLANS XISTING PAVING TO REMAIN 6" 6" SLOPE PER FORM CURB AGAINST SAW CUT EXISTING A.C. _,,, GRADING PLAN SMOOTH SAWCUT EDGE. " • " �� AS NOTED ON PLANS PAVING AS SHOWN ON PLANS. NON WOVEN GEOTEXTILE ,..�— a �. MIRAFI 140N OR EQUIVALENT - ' ' 3 OF OPEN--GRADED _ BROOM FINISH �. p EXISTING PAVING SECTION; 1 MIN. 2% CROSS SLOPE TOOLED [ pr A�S6��Is'�t�S PERVIOUS ASPHALT CONCRETE I I I I—III III III^i 14 REPAIR AS DIRECTED. TOOLED EDGE EACH SIDE Project NEW PAVING—\ " =1 E !! I!!=1 I rt! 11=I 1 I EXISTING AC TO REMAIN - ..{ 8 OF � OPEN--GRADED G , . a• ° .q .,d Co.) �T AGGREGATE BASE, COMPACT TO _ LU 18 WHEEL BLOCKS. � s � CONTRACTOR TO ENSURE EXISTING ROCK BASE T � '"' 95% OF MAX. DENSITY (DI557) III—) I EXISTING BASE ROCK AND MIN SEE DETAIL ' I I I I SUB--BASE REMAINS IN PLACEI- - NOT 6 PERFORATED DRAIN PIPE, � fir � s, .o AND SUBGRADE DO WHERE SHOWN ON PLAN _ DISTURB _ _ 12" OF 1 "_ 4- WASHED ASPHALT III A, DURING CONSTRUCTION TO I I -I I 1 I I I I r I I=�1 PROPOSED __. — i I AGGREGATE ASE, COMPACT TO _ d , _ :� I " " r I a I I n _I I PROVIDE A UNIFORM FORM I III- I ROCK BASE � o�oo�oo�o — —1 I I-� I I- F MAX. DENSITY i ' • P �' �..r � � FACE. COMPACT SUBGRADE AND AGGREGATE 4 CONCRETE 3,000 PSI (MIN 3� SLUMP -- 4 REBAR 18 LONG TO 959 OF MAXIMUM DRY DENSITY MAX CONTROL JOINTS AT 5-0 O f C ANDMff OG o oo�oo�,Qo� III=! I i= =1 11= 90% o – , �. I a 4 � , �� -. " ( ) " Mr a a o a — — — — 2 PER WHEEL BLOCK. 2 1© (3 MIN.) EXPANSION JOINTS AT 20-0 O f C OR m a 0 oq 0C� -- -- — ) 0 0 %SOW 1—I I—III—� II II 0 0 0 �' � .--.-�..-- .-= AS SHOWN ON •PLANS PROPOSED o �'o D o i I I=I I—III-= I —' NATIVE SUBGRADE, DO NOT ' 2" MIN. DEPTH of SUBGRADE C)00 -= I— ' — MATCH EXISTING AC THICKNESS I—I I —I ___111=I ) I ,1 COMPACT. PROTECT SUGRADE FROM j 3 '' I "�s �I ' I � ��I ,a I 1--1 1 .� BASE ICOURSENG K AGGREGATE "-4 a Q p Q o _ __ OR NEW SECTION PER 2 C$ CONSTRUCTION TRAFFIC TECHNICAL Q oo �°oQ op ( I I=1 ) 1=111_ I I (WHICHEVER IS GREATER 0 0 CAST IN PLACE III III---� CONCRETE CURB UNDISTURBED SUBGRADE OR BASE ROCK OPERATIONS PERVIOUS AC PAVEMENT = 1 ,-- CENTER 11308 SW 68TH PARKWAY TIGARD, OREGON 97223 STOMMM PRECAST k;umo r r4 C*;&ON%wltmia I a UHU 010M A r2 Mt titCllVN8r% 0% %�Effnr%A ( 5 I=WALK 1SAWCUT DE I AIL AC PAVE`w"`NT Aw" Alp" '� N,T.S. SAWCUT � N.T.S. AC–PAVE 1 N.T.S. CURBSTOP N.T.S. .1 N.T.S. SWALK ■ . 01 3/$" 1'--0'° 3 g„ DISABLED SIGNAGE PER DIAMOND PATTERN WARNING SURFACE Authorization / STATE REQUIREMENT AS NOTED SEE DETAIL ll/C8.1 ON PLAN SEE DETAIL 6/C8.1 TOP OF CURB TO A 6„ MATCH BACK. OF � _� 6' TYP. 5' MIN. SIDEWALK ELEVATION 12 .063" ALUMINUM SIGN PLATE z PROVIDE DIAMOND BLUE BACKGROUND 1 HIGH C° w� SCORING PER A.D.A. WHITE LETTERS AND BORDER, PARKING WITH D.M.V: BAKED ENAMEL (OR-20-68) '- Q o 12 SEE DETAIL 11/C8.1 6' DISABLED PERMIT ONLY r� VIOLATORS SUBJECT TO >W �`� 1.1 � �$ TORSN81UNDER H MAX. MAX. AND FINE UNDER =� MIN 6' ORS 811.615 ow RAMP TO BE FLUSH 6 "9 ' 1' .-.w WITH PAVEMENT " stn ,��,, •��s W. VAN esl­ VAN ACCESSIBLE SIGN (OR7-8B) � 6 SQUARE WING CURS RAMP INHERE CALLED OUT 0 PLANS) ACCESSIBLE TAPERED CURB R � c _ E�cPRES: 12 ���3 na y ` v� a 4 CONCRETE TO BE 7" 3.5" WHEELCHAIR 0., DISABLED PAVEMENT FLUSH WITH AC Design Team 4 FA AIR USER ONLY SIGN _ PAINTED � f. _ _ _ DIAMOND PATTERN WARNING SURFACE WHEELCHAIR MOUNTING HEIGHT �SYMBOL ., ,.�: �..M USER ONLY ,, w.: • #' 4 STRIPS SEE DETAIL 11 C8.1 TENANT COMCAST CABLE OR7--8C) WHERE CALLED OUT (PRIMARY SIGN) PER JURISDICTION b: f �y Yy AT 2'-01 OC TYP. 1701 JOHN F.KENNEDY BOULEVARD ON PLANS cn REQUIREMENTS SEE y ' -7950 DETAILS C$.1 y ' fi �c ® rr PHILADELPHIA,PA 19103-2838 ' cel 3 WIDE PAINT `� '� 1 STRIPE TYPICAL co TEL:21, J ,: r 30 TYP. N 6 - - mak. GALVANIZED STEEL POST w - SMOOTH TROWEL fNvFINISH CONTRACTOR 550 SW 12th AVENUE W0il '' ;ws � GENERAL LEASE CRUTCHER LEWIS FINISH GRADE '� � �µ.� � �;y:' ��k� 0 PORTLAND,AR 97205 NOTES TEL:503-223-0500 465 w 2N, 1. ALL DISABLED STRIPING AND SIGNAGE os ..v 6 5 6 FAX:503-223-2874 . � �z� �a� TO COMPLY WITH ADA- AND CURRENT '� ` _ _ CURB FACE CONCRETE MOUNTING--\,,,, 4 10 SLOPE 1:12 SLOPE 1::12 �,s� ARCHITECT GROMATZKY DUPREE&ASSOCIATES . � � JURISDICTIONS REQUIREMENTS. FOOTING z �' , �y VICTORY PLAZA WEST 2. DISABLED SIGN TO BE MOUNTED 3090 ALIVE75219STREET,SUITE 500 - ~ . PAINT STRIPE _ ` ' CENTERED IN DISABLED SPACES. .E Y STANDARD WING CURB RAMP TEL: 214-871-9078 75219 FAX: 214-871-9869 TEL: 214-871.9078 o cv 1r,• 9' (TYPICAL) '�r SEE PLANS _) 3• CONTRACTOR TO VERIFY LATEST HANDICAP REQUIREMENTS ALL CONCRETE WITHIN RAMP SHALL BE INTEGRAL DARK GREY NOTE: CIVIL GROUP MACKENZIE REVISE ANY COMPONENT TO CONFORM ENGINEER RIVEREAST'CENTER 10 DIA. TO CURRENT STANDARD. TO CONTRAST WITH ADJACENT WALKWAYS. 1515 SE WATER AVENUE,SUITE 100 MIN. PORTLAND,OR 97214 TEL:503-224-9560 a A3 L I A"llk 9 AL SL I fw%L FAX:503.228-1285 N.T. HANDICAP` PARK Mj SYMBOL HANDCAgroft CURE RAMOP AP% MA, r7 TRI MA^ (""6 ADA %,%.omrLlANT VAN r-P%RK I N G S I GN' ACC"'Eoe-%e8lBnLyE= P A R NKF 11,41'G 8 S. HSIGN–VAN-101 N.T.S. � HSTALLI N.T.S. HSYMB •� N.T.S. CURBRMP2 - STRUCTURAL GROUP MACKENZIE •1C8.1 ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-226-1285 4„ CONCRETE LANDING ELECTRICAL COCHRAN,INC. 1'-0" 1'-0" TREADS ENGINEER 7550•SW TECH CENTER DRIVE,SUITE 220 SEE PLAN TIGARD,OR 97223 TEL:971.205-4263 STD. PIPE HANDRAIL (CONTINUOUS) ,► GALVANIZED FINISH 1/2 R �" � TREE TIE MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET ANTI SKID NOSING TTEPORTLAND,3 -047772o2 1Y4 STD. PIPE HANDRAIL FAX:505-542-3603 CONTINUOUS) 1 " GALVANIZED rINISH r 1 1/4" PIPE RAIL LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1 " 2•� " GALVANIZED FINISH 1515 SE WATER AVENUE,SUITE 100 1 2 DIA. X 8 WOOD STAKE � �3 NOSE BARS PORTLAND,OR 97214 TEL:503 224-9%0 8' TYP. FINISHED GRADE * FAx:So -22g-12x5 EQUAL 1� STD PIPE GUARDRAIL PER PLAN CONCRETE SIDEWALK 1� " � NOMINAL KEEP CLEAR OF .ROOTBALL � 12" SPACES GALVANIZED FINISH PER PLAN DIMENSIONS . . 4. . SET CROWN OF ROOTBALL "� w ri . 3" ABOVE FINISH GRADE w z E.4 , cn 12" — I —� I O AND REMOVE BURLAP AND --- -- ca I WIRE BASKETS FROM TOP Q w CONCRETE TEXTURING I HALF OF ROOTBALL .# 1" NOSI G � CY 4"to . t 4 NOTES. _ .. - :• III MULCH 1. TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE .III=I '' —I I_I= FINISH GRADE a Issues and Revisions DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE �" _ I I :•y I I HANDRAIL ELEVATION. SECTIONDEEP AND ,� WIDE. =III _ AT N THE PLANS TO THE —I 1 FERTILIZER TABLETS No. Date Description 2. PROVIDE COLORATION OF CONCRETE AT LOCATIONS INDICATED O _ III I i SATISFACTION OF LOCAL JURISDICTION. TREATED CONCRETE TO CONTRAST VISUALLY WITH TREAD 4" CONCRETE WALK UNTREATED CONCRETE _! I L—I I --- -== _ = I I -- PLANTING SOIL �— _ I 6" WIDTH 1'-O _ 2 x ROOTBALL -- COMPACT PLANTING SOIL DIAMETER NATIVE SOIL OMPACTED FILL A N roft . KI ('13 10"V&O, 12 1 Ht= w&&ON EMM"L"m STAKerE CRETE STAR A M`% a lA0"% R IL D"ETAIL =E wl""&LArm I NU LJ Utl 1= 1 . N.T.S. .1 N.T.S. TACTILE–DIAMOND ,� SCALE: NTS C8.1 N.T.S. STAIR-1 08.1 3/8" RECESSED SEALANT TOOLED CONCAVE AND TIGHT TO BACKER ROD. �--- ROUNDED POLYMER BACKER ROD WITH NO BOND TO SEALANT. 3/8" PRE--MOLDED JOINT FILLER 28"x2" CAST IRON (16) , O HOLES EVENLY ` =; OR WELDED GRATE SPACED AT BASE COURSE 3y2" TOP RAIL �> (1 MIN. ABOVE INVERT ELEV. • HINGED TRAP OF OUTLET PIPE.) — -- d- SEAL PIPE INTO HUB PER " RD STEEL PIPE AGGREGATE PER MFRS. RECOMMENDATIONS PAVING PER PLAN CHAIN LINK FENCE MEETING 6 STANDARD GALVANIZED AND PAINTED SIDEWALK DETAIL CLFMI INDUSTRIAL STANDAR FILL W CONCRETE ROUND 5/C8.1 Do Po Da po 1?o Do Do Do po Do Po Do Po Do Po D o 0 0 0 0 0 0 0 0 0 0 O�OQ DQ OQ OQ OQ Oa OQ OQ OQ G X40©°0©° oQ°QQ°oQ°o4 °QQ °44°aQ°oQ°4q°QQ° C� O° O° Do D° D° TOP TO SHED WATER 40 44 4p 4p4p 4q 0 o d a 0$ap4a0oa0oa0�a0o- C', -a0Qa08a0oa1 O O O O p p D R D D D D A O O o0 0 0 0 0 0 0 0 0 0 0 15 tAPAN010N J DO Po D4 Do p0O pO 'Cl.PO OQ OO OO OO OO OO OO O T* w O 4 OO O4 QQ OQ OO OQ Q4 OQ QO C °©O°bQ°oh°QO°QQ°QQ°QQ°Qp°Qq°oQ°40°QQ°QQ° Q °�D°PpoO°OpO DfiO °('[DO4p4np0II"D° QD°�I• 44fi4n ^nrt?O o0 40 onf...4nn 4p o0 I111111111—III,,,III---IIl�illllll1111; .--IN I __.-I �--- i i I-- ROUND TOP OF FOOTING TO N•T•S« EXPANSION–JOINT11 z „ Z IIE' -3y2"' FENCE POST SHED WATER .-' I^IIS 1O .GA. STEEL ALL WELDED _ _a1Q,-0" O.C. 1►►111. CONSTRUCTION. ASPHALT ` "` '�'."� --• CONCRETE PAVING LU �, z f l l—� cn _ o hI I h EMULSION COATED INSIDE CONCRETE SLAB OR PAVING N III, AND OUT. (24 SQUARE OR SECTION SEE PLAN M 1/8" TOOLED RADIUS 1 I I ROUND.) Job No. Issue Date EDGES v I INVERT 111lILI- �., ,- Q 4 A ELEVATION �' 1201812. 17.2012 1'-0" DIAMETER CONCRETE `� W. °' EII cn , --III; CONCRETE FOOTING �.z ••A,• ° 4' • . • ''q NOTES: SLOPE AND I.E. VARIES NOTE: " '"_ FOOTING Issue. Package SEE PLANS 1) MIN. 2"-0" COVER ON ALL PIPE IN DRIVE AREAS. 1. SEE LAYOUT PLAN FOR 2 LYNCH TYPE CATCH BASIN OR EQUAL - I— LOCATION OF EXPANSION ISSUE FOR PERMIT LOC I JOINTS. � 2. NO SHINERS ON TOOLED. PER 12" F � Sheet'Title - AGGREGATEE SIDEWALK DETAIL JOINTS. - IL. 5/C8.1 r"14 U0 I No U ('17 INI—LINK0Sheet Number N.T.S. BOLLARD'LAs;n ,w Ri.T.S. CONTROL–JOINT /�. •� I�,I.T.S. C–BASIN �i«-',B« SECURE–FENCESECT NS ' 1:1 . C3.2 �:1 N LYNCH STYLE Portland OR Vancouver WA Seatft WA 503.224.9500 360.695.7879 206.749.9993 GM PROJECT NO: 2120451.01 COPYRIGHT p 2012 LEGEND 0 TREE PROTECTION, SEE 2/EC2.2........ EXISTING CONTOUR................ 20 PROPOSED CONTOUR NO FEENOE Al-MG,NORTTH LIN' x x x SEDIMENT FENCE, SEE 1/EC2.2 4 EXISTING CATCH BASIN Gromatzky Dupree & Associates INLET PROTECTION, SEE 3/EC2.2 Project y 10100e DRAINAGE FLOW DIRECTION ILT tK 41TO E wri" I ON C 0 N'TROL GENERAL NOTES 4 Ak�IITE FINI A TOTAL DISTRUBANCE AREA: 10,500 SF (0.24 AC) .......... OPERATIONS 1. HOLD A PRE—CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL CENTER THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. 11 308 SW 68TH PARKWAY 2. EROSION ND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT TIGARD, OREGON 97223 ICONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY tip" IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF ICONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE tTORM DRAIN INLETS ASP A ND CATCH BASINS AND APPROPRIATE NON—STORMWATER POLLUTION CONTROLS. 'X IlII3. THIS DRAWING IS FOR GENERAL GUIDANCE ONLY. THE CONTRACTOR SHALL Authorization MEET ALL CITY OF TIGARD AND CWS EROSION/SEDIMENT CONTROL REQUIREMENTS. IALL EROSION CONTROL MEASURES SHALL CONFORM TO THE CITY OF TIGARD AND CWS NM h REQUIREMENTS AND THE PLANS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT.Ila 4. CONSTRUCT EROSION CONTROL IN CONJUNCTION WITH ALL CLEARING AND IGRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT HAI AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,IIR S. STAGE CONSTRUCTION OADWAYS, OR VIOLATE APPLICABLE WATER STANDARD TO INCLUDE INSTALLATION OF PERIMETER SEDIMENT FENCING AS REQUIRED. ..............5. METHOD OF INSTALLATION FOR SEDIMENT FENCE SHALL NOT CAUSE DAMAGE EXCEPT AT POINT OF INSTALLATION. SIDECAST MATERIAL SHALL BE KEPT TO A MINIMUM AND SHALL BE TO THE UPHILL SIDE *E310BACS MUST BE REMOVED AT END OF JOB -tm- F cv� OF THE SEDIMENT FENCE.,THE FENCE SHALL BE INSTALLED AT LEAST 4 FEET EES. ANY EXPOSED GROUND SHALL BE SEEDED AND COVERED IFEXPIRES: 12/ WITH STRAW MULCH TO PREVENT EROSION. TEMPORARY GROUND COVER SHALL.11 MER-1 MND RAIL W/ U-nLITY WORK AND W/ M,-80r�l SIXES MNINOAP PAMKI BE MAINTAINED UNTIL A HEALTHY STAND OF GRASS HAS BEEN ESTABLISHED. SEEDING SHALL BE WITH NATURAL SPECIES FOR THE AREA. SEE THE SPECIAL PHASING OF DEVELOPMENT#IIOPER SEED MIX.SPECIFICATIONS FOR PR Design Team 6. ALL EROSION''CONTROL,DEVICES SHALL BE EXAMINED AND REPAIRED AFTER TENANT COMCAST CABLE I1701 JOHN F.KENNEDY BOULEVARD ell EACH STORM OCCURRENCE, AND INLETS SHALL BE CLEANED OF SEDIMENT PHILADELPHIA,PA 19103-2838 ITEL:215-286-7950 WHENEVER NECESSARY FAX,215-286-7990 7. HYDROSEED AND MULCH ALL DISTURBED AREAS UPON COMPLETION OF ICONSTRUCTION OR AS DIRECTED BY THE INSPECTOR. GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE 8. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC TO PAVED AREAS TO PORTLAND,OR 97205 PREVENT AND MINIMIZE SEDIMENT TRACKING OFF—SITE. CONTRACTOR SHALL TEL:503-223-0500 SWEEP OR VACUUM PAVED AREAS IF SEDIMENT ACCUMULATION OCCURS. DO NOT FAX:,503-223-2874 TRACK SEDIMENT TO THE PUBLIC STREET.9. INSTALL TEMPORARY EROSION PREVENTION SUCH AS JUTE NETTING OR F113ER ROLL., ARCHITECT GROMATZKY DUPREE&ASSOCIATES CATCPA AE N VICTORY PLAZA WEST N N GEOTEXTILE ON DISTURBED AREAS STEEPER THAN 4H:lV. 3M OLIVE STREET,SUITE 500 S10' " CO"TROL 'L ..................it NTS, DALLAS,TX 75219 1 =30' TEL: 214-871-9078 FAX: 214-871-9869 30 0 15 30 60r 120 IN FEET CIVIL GROUP MACKENZIE ENGINEER RIVEREAST CENTER I inch 30 ft. 1515 SE WATER AVENUE,SUITE 100 P RTLAND,OR 7214 TEL:503-224-9560 MXIMUM 3 MONTH A A USE IMTH STRUCTURAL GROUP MACKENZIE ALL IN STREET FLOW ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 APP PORT LAND,OR 97214 ITEL:503-224-9,%O IRM T OF WAY REQURM FOR IGE01E)MLE. SACS FAX 503-22B-1285 FRONT VIEW S1 DE VIEW ELECTRICAL COCHRAN.INC. ENGINEER 755G SW TECH CENTER DRIVE,SUITE 220 FACE OFCURS TIGARD,OR 97223 TEL:971-205-4263 MAXIMUM N F SEDIMENT FENCE ELA.II3 MONTH USE— CU IBSIDE FOR ROADWAY MECHANICAL HUNTER-DAVISSON,INC. TO ASSURE SOIL IS TRAPPED. ENGINEER 1800 SE PERSHING STREET APPLICAMONS ONLY*5EDfMEN.T PORTLAND,OR 97202 505-234-0477 TEL. IFAX:505-542-3W3 II-IL STC P ill, /1, .. , WHATOK IA17E NTS FLOW*40 LANDSCAPE GROUP MACKENZIE iINTERLOCKED NOTES: ARCHITECT RIVER EAST CENTER 2 x 2" POSTS 1. BURY 'BOTTOM OF FILTER FABRIC 6 MIN. 1515 SE WATER AVENUE,SUITE 100 :�All VERTICALLY BELOW GRADE. PORTLAND,OR 97214 I2 x 2" FIR, PINE, OR STEEL FENCE. POSTS. 2 TEL:503-224-9560 FAX:503-228-1285 Top VIEW 3. STITCHED LOOPS TO BE INSTALLED UPHILL SIDE OF SLOPE. IP j%41 4. COMPACT NATIVE FILL IN ALL AREAS OF FILTER FABRIC TRENCH.I5. ACCUMULATED SEDIMENT CAN BE ALLOWED—THIRD THE A TO REACH NO MORE THAN ONE _CTION_S E HEIGHT OF THE SEDIMENT FENCE. NOTE USE INSERT SACKS LET I=0NE,Ft I ALONG W/B10BAGS TO IN PROTECT INLETS. NTS A L ON CON METE�W N 15- 1 IL L"r wwr%0TEr%'r N t= � EXIOI N Ao"*' TtMro"t"i A RY SEE")AMEN I FE ROG CATCH' BAtiN I'M—FENCE ISED N.T.S.C2. ions 01 RM �EC2.1) N.T.S.IIssues and Revis Description No. Date PROTECTI MEASURES FOR THE ,E 0 TR C C 0 N 0A,K V=. UNLESS OTHERWISE INDICATED FORr REMOVAL ALL TREES SHALL RECEIVE VE DURATION OF THE PROJECT.00 6' HIGH MINIMUM ORANGE PLASTIC CONSTRUCTION FENCING, SHALL BE ERECTED AND MAINTAINED. FENCING I'Ile SHALL COMPLETELY SURROUND AT MINIMUM THE TREE DRIP LINE FOR EACH TREE OR GROUP OF ITREES.IIff LC -CHMENT IS UNAVOIDABLE A CERTIFIED ARBORIST SHALL DESIGNATE THE I IN AREAS WHEREROOT ZONEENCROA AG, AM L FENCING LOCATION PRIOR TO START OF WORK. 'A) L NO ACTIVITY MAY BE CONDUCTED WITHIN ANY DESIGNATED TREE PROTECTION AREA INCLUDING BUT NOT LIMITED SOIL DEPOSITS, DUMPING CONCRETE TO PARKING EQUIPMENT, PLACING SOLVENTS, STORING MATERIALS AND IWASHOUT, OR OTHER DEBRIS, OR ANY EXCAVATION OR. COMPACTION WORK. g7 IDURING CONSTRUCTION NO OBJECTS SHALL BE ATTACHED TO ANY TREE DESIGNATED TO BE RETAINED AND IPROTECTED. Z_ M-4 T PLYWOOD, OR OTHER SIMILAR MATERIAL REQUIRED AT AREAS MULCH COVER TO MINIMUM DEPTH OF 6 ADJOINING DESIGNATED TREE PROTECTION AREAS TO PROTECT ROOTS FROM DAMAGE CAUSED BY HEAVY IIEQUIPMENT. COORDINATE PLACEMENTS AND LOCATION WITH LANDSCAPE ARCHITECT. II t UNTIL REMOVAL I'S AUTHORIZED BY CITY OR UNTIL A FINA4=/ -r/P! PROTECTION FENCE SHALL BE MAINTAINED IN PLAC ICERTIFICATE OF OCCUPANCY IS ISSUED. K\RR >/Al C1 Ry Alf)YALT TION ING AROUND TREES NOTES: EXCAVA TRENCH 2,0�r IBY HAND PROPOSED TRENCHING AND EXCAVATION AROUND TREES SHALL BE COORDINATED WITH CONSULTING ARBORIST TEMPORARY FENCE SHALL BE 6' IN HEIGHT AND SET AS SHOWN. —SITE WHERE TRENCHING IS REQUIRED WITHIN CRITICAL ROOT ZONE, TUNNEL UNDER OR AROUND ROOTS CITY SHALL APPROVE INSTALLED TREE PROTECTION FENCING PRIOR TO ON RM \�,To DIGGING OR BORING. DO NOT CUT AIN LATERAL ROOTS OR TAP ROOTS. CLEANLY CUT/SEVER SMALLER ROOTS. GRADING ACTIVITIES. BACKFILL IS PLACED, PROVIDE TEMPORARY EARTH COVER, OR PACK WITH PEAT MOSS AND TO A BRACKET ANCHORING SYSTEM OR METAL T—POSTS. RELOCATE ROOTS IN BACKFILL AREAS WHEREVER POSSIBLE. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT FENCE MATERIALS SHALL CONSIST OF ORANGE PLASTIC CONSTRUCTION FENCING lb L WRAP WITH. BURLAP. WATER.AND MAINTAIN IN MOIST .CONDITION UNTIL. RELOCATED AND.. COVERED WITH IFENCE SHALL. REMAIN IN PLACE UNTIL THE COMPLETION OF CONSTRUCTION ACTIVITIES.I305 7'-SIR BACKFILL. I IMOVEMENT OR REMOVAL OF FENCE REQUIRES APPROVAL BY CITY'S AUTHORIZED ......... REPRESENTATIVE.IJob No. Issue Date II2 OT`CTION IN.T.S. 2... .... 12.17.2012 I12018 ......... Issue Package ISSUE FOR PERMIT r2 S'N C ONTIRCI)ML PLAN SOUH of 0 = = . gilij Ip!I 11i Sheet Title 1 =30��C2 , i I I K, 0 U EROSION, CONTROL PLAN 30 0 15 30 60 120 IN FEET I inch 30 ft. w I Mw Sheet Number L Nil I PorUand OR VanrCOU%#er WA Seatft WA 503.224.9560 360.695.7879 206.749.9993 GM PROJECT NO: 2120451-01 COPYRIGHT 2012 i 1 2 ® , • 18 35 28 —— 28 Gr®ma�tzky Dupree & Associates — _ 25 Project i - - 11 11 - - II 27co cast O TECHNICAL 20� 33 OPERATIONS `� 15 27 2 CENTER — — 11308 SW 68TH PARKWAY TIGARD, OREGON 97223 — 28 7J 0 9 28 — _ 18 182 — — Authorization - - -- 12 12 30 20 5 � 18 28 —— 19 — — 12 1 6 5 ~ KEIT RAB 47S DALLAS,TEXAS 24 HC 18 LIC. NO 61 18 \ HC 2 �01 J* 0 24 OF� 2 . 1 Design Team 26 0 TENANT COMCAST CABLE 9 24 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 2 �,r Cl 29 TEL:215-286-7950 26 0 18 / \ I 16 FAX:215-286-7990 kHcl 3 / \ 18 GENERAL LEASE CRUTCHER LEWIS O \ CONTRACTOR 550 SW 12th AVENUE 2 I 17 TEL 503-223-0500D 03 2D2,OR 9 205 15 14 2 H C H C C C 1 1 I FAX:503-223-2874 1 T '^- T,,. I ARCHITECT GROMATZKY DUPREE&ASSOCIATES 34 1 T F VICTORY PLAZA WEST 3090 OLIVE 1 1 8 T 24 29 DALLAS,TX52E9T ,SUITE 500 19 TEL: 214-871-9078 20/A1.02 15 FAX: 214-871-9869 2 CIVIL/STRUCTURAL GROUP MACKENZIE p ENGINEER RIVEREAST CENTER 02/A 1.01 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 \ \ 24 FAX:503-228-1285 32 ELECTRICAL COCHRAN,INC. 9 ( 1 CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 `-° TIGARD,OR 97223 TEL:971-205-4263 36 30PROVIDENCE �n O VI ELECTRICAL R&W ENGINEERING,INC. f^'(� F E N C E I 1 1 ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 10 23 TIGARD FACILITYFAX:503-726-3326 2 MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET PORTLAND,OR 97202 02/A 1.02 TEL:505-234-0477 FAX:505-542-3603 30 LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER • 1515 SE WATER AVENUE,SUITE 100 22 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 I I 23 25 30 24 30 I 15/A1.02 16 14 I 24 21 31 28 37 28 Issues and Revisions rC — 1 — E No. Date Description 37 L _ 11 15 �J 31 6 —--- J 31 13 I 17 4 24 27 38 2 7 05/A1.01 8 31 18 18 35 I I I`101 I I I 11 0 2 I I 4 37 11 SITE PLAN GENERAL NOTES SITE PLAN KEYED NOTES 01 . CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OEXISTING ACCESSIBLE ROUTE TO REMAIN. 13 21 EXISTING 8' H. X 30' W. CHAIN LINK NEW CONCRETE—FILLED PIPE BOLLARDS, REF. EXISTING DIAGONAL PARKING STRIPING TO PRIOR TO COMMENCEMENT OF CONSTRUCTION. AUTO—SLIDING GATE, REF. 07/A1 .01 11 /A1 .01 . 31 REMAIN. 02. PARKING LOT TO BE RE—STRIPED. ALL PARKING LOT STRIPING TO BE PAINTED WHITE (REF. SPECS.). 2 EXISTING LIGHT POLE TO REMAIN. OGATE NEW 4' W. X 8' H. CHAIN LINK PEDESTRIAN NEW 16'-4"W X 9'D CONC. STOOPMODIFY EXISTING STAIRS TO ACCOMODATE NEW 3 , REF. 32HANDICAP SPACES TO BE PAINTED PER CITY REQUIREMENTS. EXISTING BIKE RACKS TO REMAIN. W/PANIC EXIT HARDWARE, REF. 14 8c 15/A1 .02. TECH ENTRY CANOPY, REF. 04/A5.01 03. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING SITE AND UNDERGROUND 15/A1 .01 . MODIFY EXISTING CURB AND SIDEWALK TO 4 EXISTING FIRE HYDRANT TO REMAIN. 23 EXISTING CONCRETE STOOP TO BE DEMOLISHED. 0ACCOMMODATEUTILITIES AND IMPROVEMENTS. NOTIFY UTILITY COMPANIES 48 HRS. PRIOR TO ANY UNDERGROUND WORK. 15 NEW 8' H. X 26' W. CHAIN LINK BI—PARTING NEW ADA CURB RAMP. REF. 5 EXISTING FLAG POLE TO REMAIN. AUTO—SLIDING GATE, REF. 10/A1 .01 24 EXISTING STORM DRAINS TO REMAIN, REF. CIVIL 20/A1 .02. 04. CONTRACTOR IS RESPONSIBLE FOR ALL SITE UTILITY COORDINATION REQUIRED TO COMPLETE THE DWGS. WORK. 6 EXISTING ELECTRICAL EQUIPMENT TO REMAIN. NEW PEDESTAL MOUNTED CARD READER 34 NEW ADA COMPLIANT CONCRETE CURB RAMP, Job No. Issue Date 25 05. DIMENSIONS ARE TO C.L. OF PAINTED STRIPE OR EDGE OF CONCRETE, UNLESS OTHERWISE NOTED. EXISTING PIPE BOLLARDS TO REMAIN. OW/KNOX BOX ENCLOSURE, REF. NEW CONC. SIDEWALK, REF. 15/A1 .02 8c CIVIL REF. 20/A1 .02 8c CIVIL DWGS. 12/A1 .01 DWGS. 12018 12. 14.2012 NEW "FREE EXIT" VEHICLE DETECTION LOOP EXISTING UNDERGROUND FUEL STORAGE TANK 06. REFERENCE SHEETS A1 .01 & Al .02 FOR SITE DETAILS. 7 g EXISTING TRASH DUMPSTERS 0INSTALLEDEXISTING CONCRETE SIDEWALK TO REMAIN. TO REMAIN. Issue PackageO REMAIN.TIN EXISTING PAVEMENT PER GATE 07. REFERENCE CIVIL DRAWINGS FOR ALL TABULAR DATA. MFR'S RECOMMENDATIONS. 36 NEW 4"W PAINTED (WHITE) PARKING STRIPING.9 NEW POLE CLIMBING TRAINING YARD, REF. 02 ISSUE FOR PERMIT NEW ADA COMPLIANT CONCRETE RAMP. REF. 27 & 05/A1 .02. 08. G.C. TO COORDINATE FENCE INSTALLATION TO AVOID EXISTING TREES AND LIGHT POLES. 20/A1 .02 18 NEW 4 W. DIAGONAL STRIPING (PAINTED WHITE Sheet Title © 16" O.C.) MODIFY EXISTING PARKING ISLAND/CURB AS REMOVE EXISTING GENERATOR, ELECTRICAL 09. NEW ENTRANCE GATES (2 VEHICULAR & 1 PEDESTRIAN) TO HAVE CARD READER ACCESS. 1 o NEW EXTERIOR ENTRY CANOPY, REF. A7.03 28 INDICATED. MATCH EXISTING ADJACENT OVAULT AND ASSOCIATED CONCRETE PADS. OVERALL SITE PLAN OACHIEVE 38 EXTEND EXISTING DIAGONAL STRIPING TO MATERIALS. REF. CIVIL DWGS.10. NEW VEHICULAR ENTRANCE GATES TO HAVE INTERCOM CONNECTION TO INTERIOR LOCATION AS NEW 8'-0" H. CHAIN LINK FENCE TO MATCH 18' STALL DEPTH AT ACCESSIBLE REMOVE EXISTING BASKETBALL GOAL. PATCH Sheet Number 11 SPECIFIED BY OWNER. EXISTING. PARKING, REF. CIVIL DWGS. 29 MODIFY EXISTING CURB TO ACCOMMODATE NEW EXISTING PAVEMENT WITH SIMILAR MATERIALS. SLIDING GATE TROUGH. REF. 02 & 05/A1 .01 . 1 1 . REF. TO A10.01 FOR DOOR SCHEDULE. 12 RELOCATE EXISTING LIGHT POLE. 20 NEW CONCRETE WHEEL STOP, REF. 18/A1 .01 . OVERALLSITE PLAN 3o NEW PEDESTRIAN DOOR(S), REF. A5.01 — 01A1 . 00 12. CONTRACTOR TO PROVIDE ALL CODE COMPLIANT SIGNAGE. (COMCAST SIGNAGE BY TENANT) EXTERIOR ELEVATIONS. SCALE. 1 = 30 COPYRIGHT© 2012 i A NOTES: 1. WALK EXP. JTS. TO OCCUR NOTE: TOOLED CONTROL WHERE SHOWN OR AT 25'-0" O.C. EA. JOINTS TO OCCUR © 5'-0" PRECAST CONCRETE WAY MAX. AND WHERE WALK CHANGES O.C. MAX. DIRECTION 2. DOWELS & 6'-0" REINFORCING BARS SHALL BE CONC. SIDEWALK, REF. CIVIL SUPPORTED BY AN APPROVED DEVICE. 1 -O2-L 3'-1 1" 1 -O� N 1" DEEP CONTROL JT. (TYP) CONC. SIDEWALK FILL W/ JOINT SEALER TO FILL W JT. SEALER TO REF. CIVIL 1/4" BELOW SURFACE / 1/4" BELOW SURFACE �o SIN PROVIDE CHAIRS N P LAN 2"IC MIN. 1 -0 1 -0 FOR REINFORCING 1» �Ico 2 —IN 2„ Gr®matft Dupree & Associates a .4 Q Project #3 BARS a C ° a. ° Q a 1/2 45' CHAMFERS TO HAVE 1/4" RADIUS 0 ASPHALTIC EXPANSION : .. 1/2- JOINT MATERIAL3/8" DIA. STEEL ANCHOR11 —`` i I I I I l i I PIN 21 PROJECTING 6 ABOVE FIN. GRADE #3„SMOOTH BARS X 2'-0 © „ III I I I 24 O.C. WRAP ONE END 4 POROUS FILL co cast 516" OR PROVIDE PLASTIC CAP 108 01 FOR EXPANSION SOIL PREPARATION PER 4" POROUS FILL GEOTECHNICAL RECOMMENDATIONS TECHNICAL AT ALL PAVEMENT p /� SECTION SOIL PREPARATION PER OPERATIONS GEOTECHNICAL RECOMMENDATIONS p AT ALL PAVEMENT CENTER cc, 11308 SW 68TH PARKWAY 18 WHEEL STOP 17 SIDEWALK EXPANSION JOINT 6 SIDEWALK CONTROL JOINT TIGARD, OREGON 97223 M CONCRETE SCALE: 3/4 = 1 -0 SCALE: 1 1/299=11-0)) SCALE. 1 1/2l9=11-09$ Authorization SECURITY EQUIPMENT AR PROVIDED AND „ � �� � INSTALLED 1 3 1 3 8 6" DIA. PTD. STD. `� � FACE OF FACE OF BY OWNER 4" x 4" MOUNTING STEEL PIPE FILLED W/ � KEITH FtABU E � EXISTING EXISTING PLATE CONCRETE - PROVIDE BUILDING BUILDING LANDSCAPE, REF. TO I 6„ PIPE OND BOLLARD DOMED TOP ® DAL S, EXAS LANDSCAPE DWGS. FT BEY „ >� LIC. NO. 6184 EXISTING 4 -4 SEE LAN SEE PLAN 42-49' EXISTING 2" x 2" TUBE NOTE: PAINT SAFETY YELLOW 7 106 GALV. CHAIN GALV. CHAIN FENCE SLIDING GATE � l 4" DIA. GALVANIZED FENCE LINK GATE LINK GATE PAVEMENT TO ALIGN � STEEL o OF��� GATE POST W/CAP 4 DIA. GALVANIZED W/ADJACENT SLIDING GATE PAVEMENT I I T.O. FENCE T.O. FENCE GATE POST W/CAP DRIVEWAY PAVEMENT 5" x 5" BASE 36" HIGH SECURITY � �° � �� 6" 1'-6" 1,6" LINE OF ADJACENT PAVEMEN PLATE PLATE 8 -0 A.F.F. 8 -0 A.F.F. 1'-6" PAVEMENT OR LANDSCAPE AS Design Team TOP RAIL TOP RAIL 36" HIGH SHEET _ CONC. ISLAND SPECIFIED TENANT COMCAST CABLE PANIC EXIT DEVICE & wIN -1- / METAL SECURITY i r _ REF: 02/A1.01 FINISH GRADE1701 JOHN F. ELECTRIC LOCK (ON BRACE RAIL BRACE RAIL PLATE -- — — — PHILADELPHIA, A KENNEDY00BOULEVARD EGRESS SIDE). CARD - . ° - -- :._. •, a � " FAX 215-286-7990 •. ':<..: ..�•.it.=::-:::.y.•.i.: -'ia -- .—'..-- — -- a—� — — i — ---- -- ---- ° wi V •4 d A d •e _ A P READER & GTE PULL _ .. . ... :. . ......::.•_ �_._. � - . ' d d TENSION BAND TENSION BAND _�, I � !~ I� I I ,I _III-111—III=1 'III—III—I !-i lI '�=1 I I III-1 I I• I I I I I I I I=I I o N INGRESS G R Es s s I D E - = ® � I—III-1 11=1 I I_ 11=1 I I-11 I-1 I f- 'I I-1 I I III-1 I I ISI I ISI I I= I ISI I I-1 I I a d_ III-1 I I-1 I I » ( ) 18 O.C. TYP. 18 O.C. TYP. / _ I _ w ENCASE PIPE IN 1 -6 x 3'-6" GENERAL LEASE CRUTCHER LEWIS - r I-1 11E1I11=1 =1 11=1 11=1 11= o -111=1 11=1 I I- I I=i I I�I I I= 1 I 1-1 11= p. !I-1 11-1 I NEW 1 1/4" STD. / PROVIDE CHAIRS '1 I=1 1=III I I=1 I ISI 111 I I =1 11•=1 I 1=1 I I L=1 I LSI I I 1=1 11=1 I I 111=_=I I CONC. FOOTING CONTRACTOR 550 SW 12th AVENUE d• iPORTLAND,OR 97205 -III=III= II1=111=11 ►�, 1=111—III_ II—III-111- » ,> 111_-111E d d III TEL:503-223-0500 GALV. PIPE HANDRAIL NEW 1 1/4 STD. FOR REINFORCING REINFORCED CONCRETE MONOLITHIC - - I - _ BOTTOM RAIL BOTTOM RAI L —I I I--III 11—III-1 1- I -11 I-1 111--_— 2 x 2 I I 1-1 I I III—III- FAX:503-223-2874 GALV. PIPE HANDRAIL POUR - CURB AND PAVEMENT `1=1IId II1=111= -I I1--II I i-111 ANCHOR POST I1=1I1- MODIFY EXISTING FIN. GRADE FIN. GRADE )11_I I I (I_.-.I I I-= I-I I I--1 -111=1 11- I I -III ` , I.41I- GALV. CHAIN ��d MODIFY EXISTING 4" POROUS FILL =1I1-11 =1I1=I I' '11-111-= 1�I-I I I i� Ill- • . 11- NOTE: WHERE APPLICABLE, ARCHITECT GROMATZKY DUPREE&ASSOCIATES — I I—IIID—+i-1 11- - 1 Ml —1 11—' _'1 q VICTORY PLAZA WEST LINK FENCE I I I I I I I I I I I I GALV. CHAIN SOIL PREPARATION PER GEOTECHNICAL i_ _ _ COORDINATE FOOTING DEPTH I 1 11 I I I I I,—,.III-1I1,— _ ,�_....I;,...�_ � �. LINK FENCE RECOMMENDATIONS AT ALL PAVEMENT -111- III 111-1 I I I I 1 1 1 1 I III 11 I 1 IIII °� '° / 3090 OLIVE STREET,SUITE 500 AND LOCATION W PANEL DALLAS,TX 75219 NEW CONC. SIDEWALK, I I I I I 1 = FOOTING. PROVIDE SLEEVE FOR FAX 214-871-9078 REF. 17 A1.02 I I I I I I CONCRETE FOOTINGS CONCRETE FOOTINGS 1 I I I I NEW CONC. SIDEWALK, / REF. CIVIL REF. CIVIL �, FRONT SIDE L - J I_ _._.. L �. _I L ._._. -.I - � L _... J REF. 17 A 1 .0 2 BOLLARD WHEN FOUNDATION I S FAX: 214-871-9869 / BEING POURED. CIVIL/STRUCTURAL GROUP MACKENZtE CONCRETE TROUGH @ AUTO ONE LEVEL CARD READER ENGINEER 1515 SEW CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 CANTILEVER GATE AND KNOX BOX PEDESTAL 6 STEEL PIPE B0LLARD FAX:503228-1285 ELEU. � PEDESTRIAN GATE ELEV. � PEDESTRIAN GATE 560 „ „ 14 131/2"=V-0" 12 _ 11 1 � _ - - • SCALE: 1 2"-1'-0" SCALE: 1/2" - 1' 0" ELECTRICAL COCHRAN,INC. SCALE. 1/4 1 -0 SCALE: 1/4 1 0 SCALE. / CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 FAX:503-726-3326 MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET PORTLAND,OR 97202 TEL:505-234-0477 FAX:505-542-3603 VARIES - REF. PLAN VARIES - REF. PLAN VARIES - REF. PLAN VARIES - REF. PLAN TOTAL GATE WIDTH TOTAL GATE WIDTH TOTAL GATE WIDTH TOTAL GATE WIDTH LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1/2 GATE OPENING REF. PLAN REF. PLAN 1/2 GATE OPENING 1/2 GATE OPENING REF. PLAN REF. PLAN 1/2 GATE OPENING 1515 SE WATER AVENUE,SUITE 100 COUNTER BALANCE GATE OPENING GATE OPENING COUNTER BALANCE COUNTER BALANCE GATE OPENING GATE OPENING COUNTER BALANCE PORTLAND,OR 97214 TEL:503-224-9560 ROLLER WHEEL ROLLER WHEEL ROLLER WHEEL ROLLER WHEEL FAX:503-228-1285 DIAGONAL TRUSS RODS, GATE LATCHING/ DIAGONAL TRUSS RODS, DIAGONAL TRUSS RODS, GATE LATCHING/ DIAGONAL TRUSS R DS, TRUCK ASSEMBLY T.O. FENCE TRUCK ASSEMBLY PICAL EA. SECTION LOCKING MECHANISM TYPICAL EA. SECTI TRUCK ASSEMBLY T.O. FENCE TRUCK ASSEMBLY PICAL EA. SECTION LOCKING MECHANISM TYPICAL EA. SECTI 8'-0" A.F.G. 8'-0" A.F.G. ✓w 1+. 4. n Revisions Issues a d X FIN. GRADE FIN. GRADE s P No. Date Description RAIL GUIDE I I I GALV. CHAIN LINK GALV. CHAIN LINK I I I RAIL GUIDE RAIL GUIDE I I I GALV. CHAIN LINK - - - - ASSEMBLY ( I I AUTO-SLIDING GATE AUTO-SLIDING GATE I I 1 ASSEMBLY ASSEMBLY 1 I I UTO-SLIDING GATE GALV. CHAIN LINK I I I RAIL GUIDE AUTOMATIC GATE ( I 1 1 I I I I AUTOMATIC GATE AUTOMATIC GATE I I I I AUTO-SLIDING GAT I 1 I ASSEMBLY OPERATOR I I I I EXISTING DRIVE I I I I OPERATOR OPERATOR I I I I SLOPE OF EXISTING - NEW CONC. MEDIAN ( I I I AUTOMATIC GATE DRIVE I 1 I I OPERATOR VERIFY 13'-6" - - -- - - (WEST ENTRY 07 ELEV. @ AUTO - SLIDING CANTILEVER TRAFFIC GATES EAST ENTRY) A 10 ELEV. � AUTO SLIDING CANTILEVER TRAFFIC GATES SCALE: 1/400=19-011 SCALE: 1/419=11-09$ 12/A1.01 6" DIA. CONC. FILLED 6" DIA. CONC. FILLED PIPE BOLLARD (TYP.) PIPE BOLLARD (TYP.) CARD READER NOTE: REFER. MFR. SPECS FOR TYPICAL GATE DIMENSIONS. NOTE: REFER. MFR. SPECS FOR TYPICAL GATE DIMENSIONS. CARD READER T � p O wl .:; O (n Q N N PO N Z w T— EXISTING CONC. CURB EXISTING CONC. CURB T EXISTING CONC. CURB TO EXISTING CONC. CURB FENCE POST o � FENCE POST FENCE POST r- I�: FENCE POST TO REMAIN TO REMAIN CCOMMODATE SLIDING GATE TO REMAIN Q FENCE LINE FENCE LINE FENCE LINE Co 1- FENCE LINE J T UNSECURE SIDE I UNSECURE SIDE U I J w U 11 SECURE SIDE I SECURE SIDE I GATE MOUNTING POST GATE MOUNTING POSTS GATE MOUNTING POSTS GATE MOUNTING POST GATE MOUNTING POST GATE MOUNTING POSTS 1'-6" T F- GATE MOUNTING POSTS GATE MOUNTING POST Job No. Issue Date GATE OPERATOR GATE OPERATOR GATE OPERATOR GATE OPERATOR 10/A1.01 wl z 12018 12. 14.2012 CONC. MOUNTING PAD CONC. MOUNTING PAD CONC. MOUNTING PAD CONC. MOUNTING PAD OPEN GATE CLEARANCE EXISTING DRIVEWAY OPEN GATE CLEARANCE CONC. TROUGH DIMENSION JX 13'-6" VERIFYT 13'-6" OPEN GATE CLEARANCE Issue Package PER GATE MFR. RECOMMENDATIONS VERIFY WIDTH PER GATE MFR. RECOMMENDATIONS PER GATE MFR. RECOMMENDATIONS PER GATE MFR. RECOMMENDATIONS ISSUE FOR PERMIT NEW CONCRETE MEDIAN W/6" CURB Sheet Title 07/A1.01 SITE DETAILS Sheet Number PLAINAUTO - SLID` ING CANTILEVER TRAFFIC GATES (WEST ENTRY) PLAN AUTO - SLIDING CANTILEVER TRAFFI C GATES ( EAST EIKN'TRY) 05 02 _ SCALE: 1/4"=V-0" SCALE. 1/4" 1'-0" s COPYRIGHT© 2012 i 1 ® • • NEW A CESSIBLE AISLE TRIPING 9' of 1 1/4" STD. GALV. PIPE HANDRAIL 5 -6 0" o) + 298.50' z o ,�. o N EW ADA o°c(0 Ld 5' � CURB RAMP, oa c6 S\$,/1,,:- 1 REF. CIVIL 8 0 1'f 1» Gr®matzky Dupree Associates S i 12 6'-9)) 12 Project .'0 103), 5 + 291 - x 10 s �� 8 N Zg'-38 ,f ---�\` CONCRETE RAMP, d- < + 299' o REF. 20/A1.02 LINE OF co ., ppb O 29'_38„ Q rN ADJACENT GRADE \ 3» i 8 5 ' _ ! ®. + 29�. 0 5'-10- 29'-38 + 291 Al' I , I'� v _ I—III—I —1 i 1—III—I 1. I. — 2 ' ° •I ,. I I—III—I 11� II I -I N� a II I 1 ..i:. e O •I II I�I ISI II LJ L• - S J S, 0 _ _ —III-III-III_ p8 + 298.50' III—III—_I—li�--ci�l�_1�i`�.:_i�iii•1�•�``i��i i — — - _ — — — —_ _ —_ —_ SLOPE DN• ��'-'�� + 293.50' $� 6 lllll11ll1�111=1IF II1 1I1 1I1 1IFE1IIIIIIIIIIIIIIIIIIIIfIIIIIEIIIIIfIIIII1111IIfIIIII IIIII�IIII—I II IIIIIIIIIIIIIIIII Illlllllll co cast 8.39' '-- III—III—I l I—! —I 11=1 I I—III—III—III—III—III--!i I—I 1 I—I!I---III—I i I—III—III—III—I --III I I III—I I—III—I 1 I—I 4 6 + 296 `ti + 296 I I —I i I—III—III I I 1=1 11=1 11=f I I—T=1 I f=1 11=1 11=1 11=f 11=1 11=1 I i—I 11=1 11=1 11=1 11=1 —I I — 1=1 i I—I 11=1 I f=1 I I- 18.5„ I� �I SLOPE DN. ` 8.3 70 + 293.50' ,\`-��-''1 30'��'$" PROVIDE CHAIRS FOR REINFORCED CONCRETE - TECHNICAL REINFORCING O �U� �R�R 30'_83» SOIL PREPARATION PER OPERATIONS 8 51, GEOTECHNICAL 6,_130 5„ _83)) 6'-1$ RECOMMENDATIONS AT ALL CENTER 8 8 PAVEMENT 11308 SW 68TH PARKWAY TIGARD, OREGON 97223 20 =1 -0 NORTH SCALE: 3/4ENLARGED S ITE PLAN Q ACCESSIBLE RAMP PLAN 17 1 -0 SECTION @ ACCESSIBLE RAM P SCALE: 1/8 „ = Authorization NEW CONC. SIDEWALK, REF. 17/A1.02 Q FACE OF EXISTING 1 1/4" STD. GALV. PIPE °� KEITH RABUSE � n BUILDING HANDRAIL z / FACE OF EXISTINGDALIS TEXAS o BUILDING Q, LIC. NO. 6184 U 2,-0„ L , c� 5,-0" 1 Z 1= OF 0 w 10 /\ \ 10" Design Team O / / o „ EXISTING DOORS \\ 2'-0 1 1 4'-102" 12" TENANT C 011 JOHN FAKENNEDY BOULEVARD z o <Lij : _ NEW 1 1/4" DIA. 10 TEL:215-286-7950 PHILADELPHIA,PA 19103-2838 �- : Y NEW PEDESTRIAN STD. GALV. PIPE o NEW 3'-0" X 7'-0" CONCRETE SIDEWALK, < LINE OF FAX:215-286-7990 w GATE AND END POSTS REF. 20/A1.02 HANDRAIL HOLLOW METAL DOOR .-N ADJACENT GRADE - RETROFIT INTO EXISTING CHAIN LINK — - - GENERAL _ LEASE CRUTCHER LEWISIS ° 'FENCE CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 I I III—I I � !II T 2 EL:503 2 3 0500 i:. 7 )) —III_.•...III....__III_..__III_•III___-_II. �.:;�, ::;.�- •�.,•,.,;;. I—III—I I I— 1 - — — — — — FAX:503-223-2874 6 -10- , » , ,) O .. ... - �_. .� ,.:. .:.. �• ;�••' ::,..• •.. ._ ...::.. 2 1 —0 17 —3 , i 11=111=111=1 11=1 I 1=1 11=, I—III=I I ISI I I�III=1 I ISI 11-I 11=I 11=111 I ISI (—I I-1 11=1 11=I i f-III NEW CO N C. SIDEWALK, N —III—I I l-111=1 11=1 11=1 I I—I -I 1=1 I I=1 I!—III=III-1 I I=I 6 I IT III—III- I- 40 40fI I-I 11=III-1 I I-T=I 11=!I I_III=III:=11=1 i 1=1 11=I 11=II—I I i=I 1 I-1 I-1 I �I I I- I I I—I 11=I 11=1 11=I 1 N REF. 17/A1.02 —III—III--III—III—III—III I I—I I i—III--III--III—I I i—I 111 I I—III---III — I I— I--I —III—I I i--III—III— ARCHITECT GROMATZKY DUPREE&ASSOCIATES 0 16'-4" VICTORY PLAZA WEST EXISTING CHAIN LINK Q REINFORCED CONCRETE — DALLAS,TX 3090 OLIVE 75219T,SUITE500 FENCE \ =- PROVIDE CHAIRS FOR MONOLITHIC POUR TEL: 214-871-9078 I� REINFORCING FAX: 214-871-9869 4" POROUS FILL NEW CONC. STOOP CIVIL STRUCTURAL GROUP MACKENZIE SOIL PREPARATION PER ENGINEER RIVEREAST CENTER 1515 SE WATER GEOTECHNICAL PORTLAND,OR 97214 UE,SUITE 100 RECOMMENDATIONS AT ALL TEL:503-224-9560 PAVEMENT FAX:503-228-1285 PLAN DETAIL @ NEW SIDEWALK AND GATE SECTION @ SIDEWALK ELECTRICAL COCHRAN,INC. 15 �, 1 , CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 SCALE: 1/49f=1=1 -0 SCALE. 3/4„ = 1 -0„ TI ARD,OR 97223 TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 FAX:503-726-3326 + 293' + 294' + 295' + 296' + 296.28' MECHANICAL HUNTER-DAVISSON,INC. 4(/ ENGINEER 1800 SE PERSHING STREET PORTLAND,OR 97202 014k 014k 14k TEL:505-234-0477 FAX:505-542-3603 + 294' + 294.75' + 294.759—/ + 295.50' + 295.50' // + 296.25' + 296.25' + 296.25' + 296' LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 O + 296.25' + 294' in 15'-0” 13'-6” 13'-6" 15'-0" JX Old- POLE TOP FALL + 292' ARREST ANCHOR Issues and Revisions III No. Date Description POLE TOP FALL + - - - - - + - - - - - + ARREST ANCHOR + 294, + 296.25' + 295' I I I I 1 + 295.50' I \_7" X 9" X 8'-6" (4) WOOD CLIMBING (2) WOOD STRIKING POLES co RAILROAD TIES @ I TRAINING POLES PER I PER OWNER'S SPECS. cri I PERIMETER (TYP.) OWNER'S SPECS. U LIl a_ I I I + 294' J (n I POLE TOP FALL 95.50' 0 w ARREST ANCHOR z I I I + 294 ' A 0 � Z p Of E w + - - - - - + - - - _ _ + + 294.75' I I Cf) CL Cl C/i = I w w c� C/) I V) I = + 291' J V) J ( I � w � w + 294.75' + 294' INFILL WITH BARK MULCH OR Z 0 I z 0 I RECYCLED RUBBER MATERIAL m m TO A MINIMUM DEPTH OF 18" _j w w - MODIFY EXISTING GRADE IF U = I U = I NECESSARY 0 + 293 EXISTING GRADE ' + 294 w w LINE (BEYOND) = I = I z Job No. Issue Date _ - r 12018 12. 14.2012 i + 294' + 294' + 294' + 294' + 294' Issue Package � w I I ISSUE FOR PERMIT POLE BASE TO BE 7" x 9" RAILROAD TIES I I I EXISTING GRADE I I BURIED 10% OF POLE PERIMETER (TYP.) I I LINE I I LENGTH + 2 FEET Sheet Title (6 FEET MINUMUM) + 290.39 + 291) + 292 15'-0" L J 13'-6" L J 13'-6" I I 15'-0" 02/A1.02 SITE DETAILS L tJ Sheet Number 05 ELEVATION @ POLE TRAINIIN' G YARD PLAN @ POLE TRAINING YARD Al 02 m02 SCALE. 1/4"=V-0" SCALE. 1/421=V-0 COPYRIGHT© 2012 i 4'-4" A B C D CLR. E F G 6'-4" H J K L M .00 2'-6' \ '� (�\ / CLR. 2'-6" 1 - 12 I II 11 I ��. I I _ I II , II II 18 18 VEST. SECURITY M I I [106] II I OFFICE 11 TRASH I I I II III E:CO ROOM 11 I MEN �--1 -� WOMEN I I I I I I 1 �--� � SHIPPING/ \ 110 128 1 RECEIVING [-] I� E_] 2 J L_�E 29] jI 11 11 � � I_ I I _ �� II[109] - II 1 1 1 0 Gr®matz Dupree &Associates L ==-Ji r 2 3 � r 2 3 /�I -_ I kY � � I cool . I I I __=J F — —— — Project -�_ _ \ TRAP I /TRASH 1 r- J L-S- I[132]I I I I _ IL 2 7 f T " I VEST. \ 108] 11 111 I I `C ITopl I 130 I 'I I I 1L-_-C=]j /� IC-� I o4 / PASSAGEWAY ,L� � 27] 11 I I L / - '� NURSE'S L I I I BREAK AREA � L [1 12] / VES . O OFFICE Elm 1 2 �L. , II ELEVATOR 13 125 / I FM 18 (( BLDG. VESTIBULE O =___ _ 11 18 co cas 7- STOR. I I [113] 6 8 - 16 1 K CC, �_— --_— — X00 �- 11 1 II 1 TECHNICAL 1 r = I [124] I 1 OPERATIONS II \ C NF. CONF. II I II >- I I CENTER I I � 11 D [1151] �-� I I I — [ ] 11 11 L = I I II I 11308 SW 68TH PARKWAY IIL, I) AVAILABLE �� _ I 1 $_ J —_J \ 1 [133] / dol . 1 _ TIGARD, OREGON 97223 / I �-� I L [141 A] I I � �� s mrmnrrr�rr� _ I — ® -----_— I--11 ® _--_--- =_------- ' r- , IIIIIIIIIIIIIIII �ol� iF -��- -1 I r -�1n I II 18 I \ II LL I uwuwu�u� [123] I I III / I 18 �I I I � COAS _ VIII \ r r [15�� II I -I 11 �- I1 I•S� 11 _- �_,JIU Authorization I I1 TRAIN•ING 11 TRAINING 11 II -1 -lln I II I I II I �� I1 [134] II [135] I I COATS III / JL CONF. 11 II I I II I I I I 1 [152 ----I-I-II \ r[115c] - == _ �I r- L= II II I II II L-- LIQ I II I I II I 1�'D `��t C� fl 1-H R Jill II A ISI OFFICE I [121] / 1111 1 I I I ,�� 019-3-6:1 I - mmmrmr�l II IlL\ / I -- KEITH.RABusE � 11 =�-, I�---J i i III rr ,� IIIIIIIIIIIIIIIIII � _----___ _ ________ _ ___ � I L 4 /AC e�I T - I -)I�i �r 0 DALLA ,TEXAS [103] W 11 II i 11 II II II II 1 141 1 ® LIC. NJ 61 1 II II 11 II II II I1 II ,s � � ' I I1 I CNF. I I CONF. I I CNF. 11 CONF. I II ———L J 0F 0� I II CONF. CONF. 11 II I I D 6] I I [137] 11 [ 3s] I I [i 39] - JL I[1156] III I L__J L-_JL --J L-_ -_J DesignTeam ----I II � II II 11 II 11 II II II 1L___J I TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD _JLggyr- 0 � FES PHILADELPHIA,PA 19103-2838 ooUU HHRR OPEN AREA TEL:215-286-7950 ' \ 1 CORR.R I I I �ORR. I -- I -- [153]- I y I I - _— FAX:215-286-7990 [122] r (� r [140] L I � � �I � � �I � �c � GENERAL LEASE CRUTCHER LEWIS ' PEC _ rJ — — CONTRACTOR 550 SW 12th AVENUE r=_ _ —— —— —— \ I LO PORTLAND,OR 97205 TEL:5032350 ' L - 1.4- �J 13 6 FAX:503-223-2874 - - -- - 0 I 111 1 t - I- I I 1 Jill _ _ _ I•—_ AARCHITECT ASSOCIATES GROMATZKY DUPREE&TELEi�HON i 1 I 16 —— 1 II I I II I I VICTORY PLAZA WEST O I_ _._ . _ ,I t _�� CLOSEST �I 1 —— —— —— 4 I O F �I I DALLAS,TX 75219 °I- °°�- � I ®T' �'°� 11 '°�' ""I"'" I I �` '°`I� I I �� I "�° E1�_68� �/ \� I — — —— —— —— 1 I I I 3090 OLIVE STREET,SUITE 500 1 r� I 111 �: �: �: 18 IDF 11 FAX: 214-871-9869 _-�.- _ ^�._ _II_ � �I +_ I_,I_ -�-- JAI_ -�. _�, -�- 1-- 7 I � � I I TEL: 214-871-9078 14 1 1--... __ C- __@-J _ �-J�-_—�� _. _ 4 _ . STORAGE I I I h 11 q I I I [19A] 4L__J CIVIL/STRUCTURAL GROUP MACKENZIE AREA1 I --� � � `�, ENGINEER RIVEREAST CENTER ''I L [116C] I L_�_J __JL__�--J ------ I II I I lJL L L1515 SE WATER 1 I 1 `—— _—J __ __ _ _JL—— PORTLAND,OR 97214 UE,SUITE 100 --I_. �-I-. -1- .- - �- �- 1 --�- --�- II � -�- II -�- � II -�r- -�- I � Y4��- 1 A / \ _ J _—J•S• TEL:503-224-9560 LFAX:503-228-1285 ' y - �--- -�Lam= J L-- -� _ I 1 __ -I- f-- -�- 6 — --- 1STAFF _ t PHYSICIAN/.� 3 _, I,�S (� IN ELECTRICAL COCHRAN,INC. 4STORAGE + + SAT=EL[ITE INSI ALL. + 4_ H.t3 0. [120] CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 I L L J L JL J L JL J L JL J- 2]+ T + L 101] � + I I [11 8] TEL:971-205-4263 TIGARD, R 97223 _.. .e F- I F -77 _ _,, _� 13 -6- --- ,. _ 14 I1 - -- -- ,----- -- -- - - - -- 11 - -- -- -- -- -- _ � _ _�t_ _T- ELECTRICAL R&W ENGINEERING,INC. _ - �I 11 I l ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 + __m. _ + ,. . STORAGE / I I 1 1 1 I n 1 I n 1 I 11 1 - I - I I IT I I I I I _ _I. AREA \ I I I I II I I II I I I III ~°° � .� °`'(� "?""I °'I-` _�"" 117 I I I I 11 BEAVERTON,OR 97005 [T —] TEL:503-726-3318 __J�_—— -L—— `—— J LJL — I I 1 FAX:503-726-3326 1 4- + � III V + I I 11 MECHANICAL HUNTER-DAVISSON,INC. 0477 s I -� I I I I - I I I I I I I I I 18 I II 1 I II I I I I I I III I n I I n 18 1 I II I ENGINEER 1800 SE PERSHING STREET + +) 7 - ' -1 - I 4- _IP 'L I I 1 I I PORTLAND,OR 97202 _ FAX.505-542-3603 -------------- TEL:505-54 360 7 ------ --- - - _- ----- -_,------ --- ------ ------ - ---- ---- - ------ - ---- ------ ----- --- - - ------------ ----- -------------- - ----------- --- - - - - LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 DEMOLITION PLAN - 1 S�t. FLOOR 01 „ , „ SCALE. 3/32 =1 -0 Issues and Revisions DEMOLITION LEGEND DEMOLITION PLAN — KEYED NOTES DEMOLITION PLAN — GENERAL NOTES No. Date Description EXISTING PARTITION TO REMAIN NO WORK, U.N.O. 1 CUT OPENING IN WALL FOR DIMENSION SHOWN AND PREPARE FOR NEW DOOR. 1. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. REF. DOOR SCHEDULE FOR DOOR TYPE & FRAME. ------� EXISTING PARTITION TO BE REMOVED 2 REMOVE EXISTING RESTROOM AND OTHER PLUMBING FIXTURES. REMOVE EXISTING 2• VERIFY LOCATIONS OF ALL EXISTING CONDITIONS AND REVIEW WITH ARCHITECT ANY DISCREPANCIES. TOILET PARTITIONS, RESTROOM ACCESSORIES, URINAL SCREENS (IF APPLICABLE) ______ AND SHOWER UNITS (IF APPLICABLE). PREPARE AREA FOR NEW FINISHES. REF: 3• ALL PARTITIONS, DOORS AND WINDOWS/SIDELIGHTS INDICATED AS "DASHED LINES" _------_= ON PLANS u A2.01 AND 2.02 FOR NEW CONSTRUCTION AND FINISHES. ARE EXISTING TO BE REMOVED AND SHALL BE FIELD VERIFIED. EXISTING CEILINGS AND FLOOR FINISHES WITHIN u EXISTING DOOR TO BE REMOVED - RAISED ACCESS FLOORING THE AFFECTED ROOMS SHALL BE REMOVED T00. COLUMNS FURR-OUT TO REMAIN. I u --- TO BE REMOVED 3 REMOVE EXISTING MILLWORK AND EXISTING PLUMBING FIXTURES (IF APPLICABLE), 4. WALLS SHOWN AS INDICATE EXISTING WALLS TO REMAIN. PREPARE AREA FOR NEW FINISHES, REF: A2.01 & A2.02 FOR NEW CONSTRUCTION EXISTING DOOR TO REMAIN AND FINISHES. 5. PREPARE AND PATCH DRYWALL TO RECEIVE PAINT, U.N.O. 4 EXISTING ELECTRICAL, MECHANICAL AND/OR STORAGE ROOM TO REMAIN. EXISTING DOORS AND/OR WINDOWS TO REMAIN, U.N.O. 6. EXISTING WORK TO BE REMOVED SHALL BE REMOVED CAREFULLY SO AS TO NOT DAMAGE ANY EXISTING WORK THAT IS TO REMAIN. FLOORS, WALLS AND CEILING ARE TO BE PATCHED TO MATCH EXISTING OREF: REMOVE EXISTING CEILING TILE, GRID, LIGHTS AND DIFFUSERS. CONDITIONS AND MADE READY TO RECEIVE ANY NEW FINISHES WHERE APPLICABLE. MEP AND SHEETS A3.01 & A3.02 FOR NEW REFLECTED CEILING PLANS. 6 EXISTING ELEVATOR TO REMAIN. 7. PREPARE ALL EXISTING FLOOR AND WALL SURFACES TO RECEIVE NEW FLOORING AND WALL FINISHES NOTED ON FINISH SCHEDULE. 7 REMOVE EXISTING RECEPTION DESK. 8. REMOVE ALL MISCELLANEOUS SURFACE MOUNTED ITEMS FROM WALL TO REMAIN. PATCH AND REPAIR WALL TO RECEIVE NEW FINISH, REF. FINISH PLANS. 8 EXISTING FIRE EXTINGUISHER CABINET TO REMAIN. GC TO VERIFY CONDITION. 9. ANY PLUMBING LINES THAT ARE TO BE REMOVED SHALL BE CAPPED AS CLOSE TO POINT OF ENTRY IN FLOOR OR WALL AS POSSIBLE, OR REMOVED COMPLETELY; REFER TO MECHANICAL PLAN. PATCH FLOOR AND WALL AS 9 REMOVE EXISTING WALK OFF MATS. RRENCH FLOOR TO RECEIVE NEW WALK NECESSARY FOR NEW SCHEDULED FINISHES. OFF MATS. 10. CONTRACTOR SHALL REFER TO THE SPECIFICATION SECTION FOR DEMOLITION AND CONSTRUCTION COORDINATION 10 EXISTING CHASE TO REMAIN, U.N.O. AND SUBMIT DETAILED SCHEDULE OF CONSTRUCTION INDICATING COMPLETION OF DEMOLITION, POWER DISRUPTIONS AND NEW CONSTRUCTION W/DATES FOR APPROVAL BY ARCHITECT AND OWNER PRIOR TO COMMENCEMENT OF 11 DEMO WALL FOR DIMENSION SHOWN AND PREPARE EXISTING WALL FOR NEW DEMO/CONSTRUCTION. FINISH, REF: 01/A9.06. DIMENSION IS GIVEN TO FACE OF FINISH WALL. 11. CONTRACTOR SHALL PROVIDE DUST CURTAINS TO SEPARATE AND MINIMIZE EFFECTS ON ADJACENT AREAS NOT OTO REMOVE EXISTING DOOR AND FRAME. INFILL WALL WITH NEW STUDS AND DRYWALL BEING DEMOLISHED. MATCH EXISTING ADJACENT WALL. PREPARE AND PATCH WALL FOR NEW FINISHES. 12. IN ADDITION TO ITEMS INDICATED TO BE REMOVED THE CONTRACTOR SHALL REWORK ADJACENT EXISTING FINISHES 13 REMOVE EXISTING HANDRAILS & PREP WALL TO RECEIVE NEW FINISH & NEW ADA AND TRIMS AS REQUIRED AND PREPARE SURFACES TO ALLOW FOR NEW MATERIALS AND FINISHES INDICATED. HANDRAILS. 13. REMOVE EXISTING SHEETROCK CEILING, CEILING TILE, GRID, DIFFUSERS, ETC. (U.N.O.). ADJUST DUCTWORK AND .lob No. Issue Date 14 REMOVE EXISTING RAISED ACCESS FLOOR. PREPARE FOR CONCRETE INFILL, FLUSH FIRE PROTECTION AS REQUIRED TO COMPLY WITH NEW CEILING CONFIGURATION. REFER TO A3.01 & A3.02 W/EXISTING FLOOR. REF. STRUCTURAL. GC TO CONFIRM EXTENTS OF RAISED FOR NEW REFLECTED CEILING PLANS. 12018 12. 14.2012 FLOOR EXTENTS FOR PRICING. 14. OWNER HAS FIRST RIGHTS OF SALVAGE OF ALL FIXTURES, ACCESSORIES, EQUIPMENT AND BUILDING MATERIALSFIssue Package 15 REMOVE EXISTING RAISED ACCESS FLOOR. PREPARE FOR STRUCTURAL FOAM REMOVED AS PART OF DEMOLITION AND NOT REUSED IN NEW CONSTRUCTION. REMOVE ALL OTHER DEBRIS AND INFILL W/CONCRETE TOPPING, FLUSH WITH EXISTING FLOOR. GC TO CONFIRM WASTE FROM THE SITE AND DISPOSE. ISSUE FOR PERMIT EXTENTS OF RAISED FLOOR EXTENTS FOR PRICING. 15. ALL EXISTING FLOOR POWER TO BE FLUSH WITH EXISTING FLOOR TO RECEIVE NEW FINISHES. 16 REMOVE EXISTING WOOD TOP CAP AT STAIR WALLS AND PREPARE TO RECEIVE NEW WOOD TOP CAP, REF: 03 & 05/A9.15. Sheet Title 17 REF. A2.02 FOR DIMENSIONS OF WALL TO REMAIN. DEMOLITION PLAN - 1st. FLOOR EZ 18 PERIMETER WALL FURRING, INSULATION, AND DRYWALL TO REMAIN, TYPICAL. Sheet Number D2001 COPYRIGHT© 2012 A B C D E F G H K L M IFW 18 1 1 1 1 1 1 Typ. �_ _ J�__J�---JL --J L- -=JL--JL--J U__JL____JL_ __o)EN AREL- -JL--JL--JL--JL=-J L--JL- -J L--JL--J L--JL--J L---)L--JL--J U__JL__JL__JL__J L- -JL--JL--JL--JL- -J L--JL--J L--JL--J L--JL- -J - -1 -\I/-] 17 PP -A FMrr H - LM1F__. ------- FW 1 12 II 8 L--JL--J L--JL--J L--JL--J Project 6 MECH. STORAGE TEST L L-.-J ROOM STAGING LAB CORRIDOR FM 2:El B:] F2Zl:A::] 2:207 r1Z3A7 L--JL--J L- -JL--J L--JL--J L-- JL--JL-- J E E: II I 1 0 L _J 0 II I ji M DIRECTOR I II I co cast _jl�21 E:2:2:4__j L__JL_ _ EN AR --JL--J L--JL--J L- - JL--JL--J D�T_3::] -M - - - - TECHNICAL --+7- 4 T 7�11 +1 + + I 4- + Irf- I ==7 OPERA11ONS I DIRECTOR OPERATIONS 4- + + + + + + 4- 1 L-+/ \--;J- + E::T9:I -4- --1- 44 + + + + + ROOMONF* CONF. CENTER i -4- + + 4- ROOM + 4- + + 4- -4- 4- +FM [2:�4::A:: 2:14::B:] 11308 SW 68TH PARKWAY + II L JL J L JL JL JL J E TIGARD, OREGON 97223 I + DIRECTOR 4 1 1 4- + -4- + + 8 4- + + + + + [:2:2:6:] L--JL --J iir,\ II F \ + + + + f + + + �a mr-A ==K- --i .7. -4- 4- + + P_ -t- _111- L-.-JL--JL--JL --JL--JL--J + -4- + + 4- _f + 4- -j- 4- -4-. + 4- + + + + + + + + + + + + + + + i 4 + l I + 1 1M 8 4- -r- 4-- + + + + + + + + + + + + + + + DIRECTOR Authorization FM L__JL__ L=_JL==J 4- + j + + + + 4- 14- 111 + + + + LL L VV'D AR I + + + 0 MORD +\ -j- + + + + + + + =7+ + + + + + + + + + + + + + + .-i + 4 + + �._ + + + + + + DIRECTOR0 `�� I FW 'I II II 2:3:2_� L- - -- --J L--JL--J + + + + I 7g_ + -1 NEjWOR6116 _I­ DIRECTOR DIRE'TOR DIRECTOR DIRECTOR E:comm. KEITH RABUj;L + E:2DI; � + 4- E:2:2:8:1 19+ ++ -4- -4- T_4- ..4 2:1� [:2:3:0::] ALCOVE+ + + + 4- + - j E: E:431:1+ + + _�_ & E IP. 10 ___�CEOXMPIA�,TSEJORW + + + + II II + + + + 4- DT8_� ALLAS, I + D EXAS + + + + + + T + "4- j + +II L--JL---J L-- JL--J L--JL--J LIC. NO. 618 + + + -4- HA6L + + 4 + I LOW + + + + + + 4- + + ELEVATOR + + J + + _L 8 STAIR lRd I -1 __r -4- 4- + + + + + + + LOBBY + + -ILCOMM-AND OPEN AREA + CENTER [:2:3:9�] OF 0 4- -4- + -4- 4- + + + + + + + I I I I _� [2:[QB: + + I + 18 + + + + + + + + + + + I_ + + + + + r + ad + + + + + + ML MIN + + + +VEST11-BULE+ 4 NEW MIN -4- Design Team + _+ J- + + + + + + + + 11 + 69 4 1 -+ '41 +­ 1-I- + + E-4:2-D + 11 48 00 -4- + + + + TENANT COMCAST CABLE + 4- 4- 4- + -4- + L--JL---J L--JL--J L--JL--J 1 -4- HALL + NL PHILADELPHIA,PA 19103-2838 T i L-F, , 0 I r- - 2 TEL:215-286-7950 + + + + 4 =17 1701 JOHN F.KENNEDY BOULEVARD FAX:215-286-7990 [:2�14: + -4 -A + + + + ..... E . . . . .. "41 q-1 r_i r p.' .4 + + 4 7 1 1 1 L--JL i L--JL--J L--JL--J GENERAL LEASE CRUTCHER LEWIS 4- CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 L _j + 4- + 4- + + 74-T. T,T 7 77_17 17-1 J_ VIDEO 01 e_ (D TEL:503-223-0500 + + + + -7 __L7 FAX:503-223-2874 -4- -41- 4- 4-1 -4- + + + 4- + 4 CONF. RM. I L+-L_jL_jL_L'L I _L�L 1.1 i 4_ + --j- r-44.7-1 + r--47-i + -F + I I �:4:1 Lil- -tI- 4- T- -4r, F +__] + ow 7 + + + + _ik I ARCHITECT GROMATZKY DUPREE&ASSOCIATES _4 + + L--JL-- L--JL--J L--JL--J + + 8 , I _</ .I J- I _r_ -�F D VICTORY PLAZA WEST Mal + + + I M�t + + D C 7= a NJ 3090 OLIVE STREET,SUITE 500 + RC .-T.. DALLAS,TX 75219 + 41-- + + rr- FM + I 1 11 1 1 11 1 1 11 1 TEL: 214-871-9078 -1- --t- FAX: 214-871-9869 + + + + + L -]J + + + D j­r E:a IIL/ 03 + + I I --T - L--JL --J L--JL-- r:�--1 r -7-1 1 4- T t 7 7 T-F -1 CIVIL STRUCTURAL GROUP MACKENZIE 4- -4- ENGINEER RIVEREAST CENTER + + + + + + + L-II.J--L-LILL_L+_L_LtL__L'j. 10 17 --A 1515 SE WATER AVENUE,SUITE 100 + + + + E3 PORTLAND,OR 97214 + + 4- -4- TEL:503-224-9560 T + + + 4 4- + 4- + + + CONFERENCE RM. FAX:503-228-1285 F7, 7-7-FT+T-T-T 7-1 + OF 4- ��J+ -4- + 4 4- + + + 41 4 T---t + + + J_-L-L! I _L_jL J__L_jL_jL i EXI 02:4:6 E:217:I ELECTRICAL COCHRAN,INC. + + + 4- 4- + 4- Q STING _a: QMPUTER/ + + NON-RATED CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 + + 4- 4 n SERVERS LL + TIGARD,OR 97223 FM 4 + + + + 4- CORRIDOR TEL:971-205-4263 + _F-4� + L r l _11 I I( -+_ + + + E�1:0 'T+ 4- T_ + L T±__I 1 8 __1 I + F --�-j l . 8 1 41 +1 + + + _44- _11� + + 1 4- + _j -4- -4- _j 'L _-Al L J 1 + IF I 1 ELECTRICAL R&W ENGINEERING,INC. +_ + am A min I 7 ME ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 + + 4- FM -41 +J -ter--iJ 1- BEAVERTON,OR 97005 r_-7 F 00 2 OPEN + + TOILET TEL:503-726-3318 F2:0:9 FAX 503-726-3326 CORR. ENTRY AREA 4- + -1 + + E:2:5:7:] F2:4:8::] 4 iL + F2:5 L I + + + + + :8:] _41 F, _j +r---� - L-lr,-j I-II _ rF= WEI= T_ +L___jl- L__j H 771 + + 1 3 =ma mm� MECHANICAL HUNTER-DAVISSON,INC. + I I H-I- + 4- 1 Y\ /V\ r ,,.- E _j + J ROOM PORTLAND,OR 97202 + TEL:505-234-0477 + MAIL r7= JIL \JIIL ENGINEER 1800 SE PERSHING STREET + -Ir 4 11 rF, + + F2:0:8:] Fr + _11-_j + -542-3603 + �7 + T_ :1, , 11 11 FAX:505 + LL._j RECEP. ADMINISTRATION III ICOFFEE 11 CONTRACT SENIOR SENIOR SENIOR SENIOR 11 DIRECTOR CIO E:2�M LEGAL DIRECTOR DIRECTOR DIRECTOR DIRE + .4- CONF. RM. + + + + 417 + + + + STO. E:2:0:6 7 ENTRY JI 1 [:2:4:97 + -I i 2:5:9:] [2 4] 1 __1 E212:1 E�T:J E:2:5:0_� .4- + + 7� + -+_ I LOBBY E: E: E:2:5:3 LANDSCAPE GROUP MACKENZIE L___j + + -4- + 71 + + E:2T:] I IIE:2�0:57 GRAPHICS ARCHITECT RIVER EAST CENTER + + -8 + + 1515 SE WATER AVENUE,SUITE 100 4- + + + 1-0 - _=-- IL I E:2:5:6:] PORTLAND,OR 97214 4- r-77 F-117--1_fj7- L 7 TEL:503-224-9560 TIL, F 117 + + - A/c A/C TYP. 75 TYP. FAX:503-228-1285 Ru ---------- -------------- ------------ ------✓-------- CONF. L \J RM. TEL. AREA F26E:2:6:0:] 4:] f-F- - WA6G LD 10 2 A IREA MEN'S 2 2_j .3 SHOWER CONF. 7 E:2 D6 7 RM. x L203_j T_ 71" 0 FXV 2 WOMEN'S Issues and Revisions 3 SHOWER DEMOLITION PLAN 2nd . FLOOR No. Date Description E:2:6:4D 01 SCALE: 3/32"=V-0" A A DEMOLITION LEGEND DEMOLITION PLAN KEYED NOTES DEMOLITION PLAN GENERAL NOTES A EXISTING PARTITION TO REMAIN NO WORK, U.N.O. CUT OPENING IN WALL FOR DIMENSION SHOWN AND PREPARE FOR NEW DOOR. 1. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. Z 0 REF. DOOR SCHEDULE FOR DOOR TYPE & FRAME. EXISTING PARTITION TO BE REMOVED REMOVE EXISTING RESTROOM AND OTHER PLUMBING FIXTURES. REMOVE EXISTING 2. VERIFY LOCATIONS OF ALL EXISTING CONDITIONS AND REVIEW WITH ARCHITECT ANY DISCREPANCIES. A TOILET PARTITIONS, RESTROOM ACCESSORIES, URINAL SCREENS (IF APPLICABLE) 3. ALL PARTITIONS, DOORS AND WINDOWS/SIDELIGHTS INDICATED AS "DASHED LINES" ON PLANS AND SHOWER UNITS (IF APPLICABLE). PREPARE AREA FOR NEW FINISHES. REF: A2.01 AND 2.02 FOR NEW CONSTRUCTION AND FINISHES. ARE EXISTING TO BE REMOVED AND SHALL BE FIELD VERIFIED. EXISTING CEILINGS AND FLOOR FINISHES WITHIN U EXISTING DOOR TO BE REMOVED + RAISED ACCESS FLOORING THE AFFECTED ROOMS SHALL BE REMOVED TOO. COLUMNS FURR-OUT TO REMAIN. A + + TO BE REMOVED REMOVE EXISTING MILLWORK AND EXISTING PLUMBING FIXTURES (IF APPLICABLE), 4. WALLS SHOWN AS INDICATE EXISTING WALLS TO REMAIN. PREPARE AREA FOR NEW FINISHES, REF: A2.01 & A2.02 FOR NEW CONSTRUCTION EXISTING DOOR TO REMAIN AND FINISHES. 5. PREPARE AND PATCH DRYWALL TO RECEIVE PAINT, U.N.O. A EXISTING ELECTRICAL, MECHANICAL AND/OR STORAGE ROOM TO REMAIN. A EXISTING DOORS AND/OR WINDOWS TO REMAIN, U.N.O. 6. EXISTING WORK TO BE REMOVED SHALL BE REMOVED CAREFULLY SO AS TO NOT DAMAGE ANY EXISTING WORK THAT IS TO REMAIN. FLOORS, WALLS AND CEILING ARE TO BE PATCHED TO MATCH EXISTING REMOVE EXISTING CEILING TILE, GRID, LIGHTS AND DIFFUSERS. CONDITIONS AND MADE READY TO RECEIVE ANY NEW FINISHES WHERE APPLICABLE. REF: MEP AND SHEETS A3.01 & A3.02 FOR NEW REFLECTED CEILING PLANS. EXISTING ELEVATOR TO REMAIN. 7. PREPARE ALL EXISTING FLOOR AND WALL SURFACES TO RECEIVE NEW FLOORING AND WALL FINISHES NOTED ON FINISH SCHEDULE. 0 REMOVE EXISTING RECEPTION DESK. 8. REMOVE ALL MISCELLANEOUS SURFACE MOUNTED ITEMS FROM WALL TO REMAIN. PATCH AND REPAIR WALL TO RECEIVE NEW FINISH, REF. FINISH PLANS. EXISTING FIRE EXTINGUISHER CABINET TO REMAIN. GC TO VERIFY CONDITION. 9. ANY PLUMBING LINES THAT ARE TO BE REMOVED SHALL BE CAPPED AS CLOSE TO POINT OF ENTRY IN FLOOR OR WALL AS POSSIBLE, OR REMOVED COMPLETELY; REFER TO MECHANICAL PLAN. PATCH FLOOR AND WALL AS A REMOVE EXISTING WALK OFF MATS. RRENCH FLOOR TO RECEIVE NEW WALK NECESSARY FOR NEW SCHEDULED FINISHES. OFF MATS. 10. CONTRACTOR SHALL REFER TO THE SPECIFICATION SECTION FOR DEMOLITION AND CONSTRUCTION COORDINATION A 10 EXISTING CHASE TO REMAIN, U.N.O. AND SUBMIT DETAILED SCHEDULE OF CONSTRUCTION INDICATING COMPLETION OF DEMOLITION, POWER DISRUPTIONS AND NEW CONSTRUCTION W/DATES FOR APPROVAL BY ARCHITECT AND OWNER PRIOR TO COMMENCEMENT OF A 0 DEMO WALL FOR DIMENSION SHOWN AND PREPARE EXISTING WALL FOR NEW DEMO/CONSTRUCTION. I Job No. Issue Date FINISH, REF: 01/A9.06. DIMENSION IS GIVEN TO FACE OF FINISH WALL. 11. CONTRACTOR SHALL PROVIDE DUST CURTAINS TO SEPARATE AND MINIMIZE EFFECTS ON ADJACENT AREAS NOT OREMOVE EXISTING DOOR AND FRAME. INFILL WALL WITH NEW STUDS AND DRYWALL BEING DEMOLISHED. 12018 12. 14.2012 TO MATCH EXISTING ADJACENT WALL. PREPARE AND PATCH WALL FOR NEW FINISHES. 12. IN ADDITION TO ITEMS INDICATED TO BE REMOVED THE CONTRACTOR SHALL REWORK ADJACENT EXISTING FINISHES Issue Package 0 REMOVE EXISTING HANDRAILS & PREP WALL TO RECEIVE NEW FINISH & NEW ADA AND TRIMS AS REQUIRED AND PREPARE SURFACES TO ALLOW FOR NEW MATERIALS AND FINISHES INDICATED. ISSUE FOR PERMIT HANDRAILS. 13. REMOVE EXISTING SHEETROCK CEILING, CEILING TILE, GRID, DIFFUSERS, ETC. (U.N.O.). ADJUST DUCTWORK AND 0 REMOVE EXISTING RAISED ACCESS FLOOR. PREPARE FOR CONCRETE INFILL, FLUSH FIRE PROTECTION AS REQUIRED TO COMPLY WITH NEW CEILING CONFIGURATION. REFER TO A3.01 & A3.02 W/EXISTING FLOOR. REF. STRUCTURAL. GC TO CONFIRM EXTENTS OF RAISED FOR NEW REFLECTED CEILING PLANS. Sheet Title FLOOR EXTENTS FOR PRICING. 14. OWNER HAS FIRST RIGHTS OF SALVAGE OF ALL FIXTURES, ACCESSORIES, EQUIPMENT AND BUILDING MATERIALS 15 REMOVE EXISTING RAISED ACCESS FLOOR. PREPARE FOR STRUCTURAL FOAM REMOVED AS PART OF DEMOLITION AND NOT REUSED IN NEW CONSTRUCTION. REMOVE ALL OTHER DEBRIS AND DEMOLITION PLAN - 2nd. FLOOR INFILL W/CONCRETE TOPPING, FLUSH WITH EXISTING FLOOR. GC TO CONFIRM WASTE FROM THE SITE AND DISPOSE. Sheet Number EXTENTS OF RAISED FLOOR EXTENTS FOR PRICING. 15. ALL EXISTING FLOOR POWER TO BE FLUSH WITH EXISTING FLOOR TO RECEIVE NEW FINISHES. 16 REMOVE EXISTING WOOD TOP CAP AT STAIR WALLS AND PREPARE TO RECEIVE NEW FW (D FM V TI cc, '0 DIRECTOR A FM I-I + 1!4- 9 1k WOOD TOP CAP, REF: 03 & 05/A9.15. 51 0 El 0 REF. A2.02 FOR DIMENSIONS OF WALL TO REMAIN. 2 ■ 2 COPYRIGHT 2012 18 PERIMETER WALL FURRING, INSULATION, AND DRYWALL TO REMAIN, TYPICAL. A ® e 21 A B C D 4'-4" E F G6,-4„ H J K M L 2'-6„ 20 11 12 OF 1 VEST 122c 106 E101F E101G r7I00 Al 1 ON 1 El 32A 5'-2j" 106 00 H1 138 A2 27 '1� 27 11 MAINTENANCE �0 A4 O 138 3�-82„ 18'-8" I 108 10 I I ' - - _ 8 101 109 " , 137 �" , Gr®matzky Fupree Associates 1,3'-93" F.V. 7'-221 8 -6„ 7 -'32 2 -0„ Project 5 5 � ALIGN Al 1 ON 1 ? d- 137 '� TECH OPS SUPPORT 00 11/A9.09 1 r7N0o 01I F1 02 I -104 ALIGN 105 128 1328- A7.01 132 -- A7.01 B1 A3 ' 777 - _ MECH A4 � BATTERY RM 7TAIR F1_05 A3 r7�ao � 109 2 E107B 245 A4 128 Al ONTE o cast 17 145 - >_ 1„ 152-011 A2 - o GR- 22 ALI 2 BREAK RM 1�-3� 12 Al 0 1 0Z 127 1 TECH N N5° TECHNICAL to I o I � OPS DIRC� ni-t o> FILE/ 129 Q 126 �=1N I 136 13s it 6 -2 „GENERATOR WORK A3 A2 00 1 !` OPERATIONS 107 ORDERS 00 I o I I TECH Lnloo O 129 131 I A2 OPS VP 135 CENTER 107 I I I I -loo I A4 I 0-_�' - I I 135 I �� 134 A2 ® ro 127 C1 A9.13 ' " I 0 I 1111 . -1 0 11308 SW 68TH PARKWAY 00 I 1 0 -7 r 0 MDF LOUNGE 03 C1 123 -1 N 04A A2 1 ON 1 o TIGARD, OREGON 97223 r 131 126 A7.01 N F1 1 -I A2 - A7.01 134 - - A4 Al I"X100 ma 04 ' A7.01 ' :I� WAREHOUSE � I 5" c1 3» 27 12 112 111 w 18 -9- 15 -2- C1 C1 C1 MAINTENANCE 101 00 8 EQ. EQ. g VEST N ` 100 CAGE �co �,�� 14 111 I i� Authorization 1 12 LOCATE SURFACE MOUNTED co 7'--2 8 A2 FIRE EXTINGUISHERS IN 1 �- A4 WAREHOUSE AREA AT 75'-0" 1 9'-1 12 14 Al ' 1 11 B MAX. APART. COORDINATE X100 5 C1 TECH OPEN LOCATION WITH RACKING AND -- --- -------- - -- 0 113 FIRE MARSHALL. ;- ------ ------------------- - ------'----- -----; 1 CONF OFFICE 17 I I co Al I 125 1'-8" I F3 I 27 {� KEIT RABUSE ,rT'! 17 01&03 I A2 0-) 125 A9.05 DAL S T AS � e ' 4 A2 MINI ; o LIC. N0. 1 4 I-NET I 05 1 06 = 124 CAGE �00 I � o A7.01 1 o � I A7.01 0 0 1 113 I io oil A2 ;� 0 4'-O�" OFQ N I 15 ' 27 I o OMEN MEN o 1 A2 C1 C1 i - 115 1 1 16 i 5 1236 123C 26 Design Team 1136 C1 ' 02/A2.01 ' 115 1 16 F1 I 89-229 CO N F I ( C 1 TENANT COMCAST CABLE Al 124 A3 - 1701 JOHN F.KENNEDY BOULEVARD -------- IA2 ' _ ' I I I I IL PHILADELPHIA,PA 19103-2838 10'-0" '-4" 30'-8" »---- - -- -- --- ALIGN ' S» 14'-3" I TEL:215-286-7950 5'-0 101 4 E( Q 1 g'_31" 10 -68 LOCKERS I I I I FAX:215-286-7990 r% ALIGN ALIGN 07 08 ill 01/A9.09 1„ 12 3 -1- 15................. A7.01 122 1 8S 2 A9.09 114 -A/,"'_A__7.01 - GENERAL LEASE CRUTCHER LEWIS I CONTRACTOR 550 5W 12th AVENUE - A3 3" 3» 3'-1 " 3» 3„ 1" I 1 PORTLAND,OR 97205 18 5» - 1 5- g -7- 2 9 -24 9 -7- 3 -1- - 6 - TAIR 8 TEL:503-223-0500 10 ELEC A7.01 118 A2 121 4 4 4 4 1 122 B I I FAX:503-223-2874 23 23 SIM. 255 155 5 2 1 ALIGN -1 103 I A4 JAN I rn f °' 1 I I 1 ' 114 M ECH 5,- r' {" P L- _ ----I ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLAZA WEST I 1 1 9 119 3090 OLIVE STREET,SUITE 500 12 7 DALLAS,TX 75219 I I�I00 TEL: 214-871-9078 ' 8 2s 22 ELEC STORAGE o rIN FAX: 214-871-9869 ALIGN F3 rn I 102 121 O ?x r� M'-• . rn -.^ ; CIVIL/STRUCTURAL GROUP MACKENZIE 10 MAINT. ;;5, t Q _ 6 6 t,* ; ENGINEER RIVEREAST CENTER I z TECH RM --, O ; 1515 SE WATER AVENUE,SUITE 100 I YF-. Z r' ; PORTLAND,OR 97214 II I I I r71o0 10 Q I " - 118 09 10 - 10 TEL:503-224-9560 Q ® A7.01 - A7.01 - " A7.01 FAX:503-228-1285 _ SIM. ' 6 , T- r� - - A4 A3 I � "' gni"d- o ELECTRICAL COCHRAN,INC. I - -I CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 O TIGARD,OR 97223 TAIR#2 civ A TEL:971-205-4263 285 10'-54 6g r-61,00 - 22 I o°' -I i1r 05 ° o ELECTRICAL R&W ENGINEERING,INC. Q r A9.13 ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 ,. _� ; BEAVERTON,OR 97005 101 C A4 �_ TYP. e 1 A4 r A4 TEL:503-726-3318 IFAX:503-726-3326 23 101 27 27 1 1 D 2 ALIGN A4 MECHANICAL HUNTER-DAVISSON,INC. OE1858 1 1'-4" 14'-62" ENGINEER 1800 SE PERSHING STREET I 8 -6 ,.,,.�='��;., 8 27 PORTLAND,OR 97202 E185A 05/A9.09 TEL:505-234-0477 FAX:505-542-3603 LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 1 ST FLOOR PLAN 01 SCALE: 3/32"=l'-O" Issues and Revisions No. Date Description M FLOOR PLAN GENERAL NOTES FLOOR PLAN LEGEND FLOOR PLAN KEYED NOTES EXISTING WALLS TO REMAIN DOOR ACCESS CLEARANCES 1 FULLY RECESSED FIRE EXTINGUISHER CABINET, REF. 05/A7.02 GC TO PROVIDE STUD IN SLAB FOR ELECTRICAL ISLAND. 1. REF. A9.00 SERIES SHEETS FOR FINISHES AND FINISH SCHEDULE. 16 FRONT APPROACH: REF. FLOOR PLAN FOR DIMENSIONAL LOCATION. 2. REF. A9.00 SHEETS FOR INTERIOR ELEVATIONS. NEW PARTITION : 2 SEMI RECESSED FIRE EXTINGUISHER CABINET, REF. 10/A7.02 17 CHAIN LINK FENCING AND GATES. FENCING TO GO TO DECK. 3. REF. A10.03 FOR WALL TYPE SCHEDULE. 0 24" MIN. CLR. @ EXTERIOR DOORS 18" MIN. CLR. © INTERIOR DOORS 3 LINE OF SOFFIT ABOVE 4. REF. A2.03 & A2.04 FOR POWER / COMMUNICATION PLAN. XXX INDICATES DOOR NUMBER. 18 RECESSED DISPLAY CASE, REF. 01/A9.07 5. DOOR SIDELIGHTS ARE TYPICALLY SCHEDULED WITH DOORS. REFER. X 4 NEW HI-LO ELECTRIC WATER COOLER 1 g NOT USED. 122A DOOR SCHEDULE/A10.01. INDICATES WALL TYPE, REF. A10.03 z 5 ELEC./VOICE/DATA BOX INSTALLED FLUSH IN FLOOR, REF. M.E.P. REMOVE EXISTING DOOR & FRAME. INFILL WALL TO MATCH 6. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. (REF. POWER PLANS FOR PRICING ALTERNATE @ OPEN OFFICE 20 EXISTING ADJACENT WALL. PREPARE TO RECEIVE NEW FINISHES. 00 L1MIN. SYSTEMS FURNITURE)7. EXISTING EXPOSED COLUMNS TO BE PAINTED, U.N.O. 6 TECH EQUIPMENT LOCKERS, REF. 05/A9.13. 21 REMOVE EXISTING PAIR OF DOORS & FRAMES & PREPARE 5'-0" DIAMETER TURNING RADIUS (PROVIDE THIS ADDITIONAL SPACE IF DOOR IS FOR NEW SINGLE DOOR AND FRAME FOR DIMENSIONS SHOWN. 5 8. G.C. TO PROVIDE BLOCKING SUPPORT IN WALLS TO SERVE EQUIPPED W/ BOTH A LATCH AND A CLOSER) INFILL WALL AS REQUIRED TO MATCH EXISTING ADJACENT WALL I co EQUIPMENT AS REQUIRED. 7 LINE OF CANOPY ABOVE & PREPARE TO RECEIVE NEW FINISH. I I 9. POWER & DATA TO OPEN OFFICE & CONFERENCE FURNITURE 30" X 48" CLEAR FLOOR SPACE HINGE/LATCH APPROACH: NEW 1 1/4" (1.66" O.D.) PAINTED STEEL PIPE HANDRAIL AT PROVIDED UNDER FLOOR SLAB. REF. A2.03/A2.04 & ELECTRICAL 36" MIN, 8 WATER HEATER, REF: MEP 22 34" ABOVE EDGE OF STAIR NOSING/LANDING. REF. DETAIL z � © HINGE APPROACH 04/A17.02. PROVIDE 1'-11" HANDRAIL EXTENSION AT BOTTOM 1228 �j 10. GC TO FIELD VERIFY LOCATION OF FLOOR JOISTS W/LOCATION OF CHAINLINK FENCE g NOT USED. (RISER) OF STAIR AND 12" HANDRAIL EXTENSION AT TOP DIMENSIONED FLOOR BOXES. NOTIFY ARCH. OF CONFLICTS BETWEEN 0 (RISER) OF STAIR. COORDINATE HANDRAIL DESIGN WITH Job No. Issue Date FLOOX BOXES OR OTHER OBSTRUCTIONS PRIOR TO PROCEEDING WITH CORING OF FLOOR. ARCH. WILL PROVIDE INSTRUCTIONS AS REQ'D FOR XX INDICATES WINDOW TYPE. REF. A10.02 10 RACKING BY TENANT. GC TO COORDINATE FINAL LOCATION ARCHITECT PRIOR TO CONSTRUCTION. I RELOCATION OF FLOOR BOXES. WITH OWNER. INFILL EXIST. RAISED ACCESS FLOOR VOID WITH CONCRETE. 12018 12. 14.2012 12 ❑ 1 1 GC TO EVALUATE W/ TENANT CONDITION OF EXTERIOR 23 FLUSH W/EXIST. FINISH FLOOR. REF. STRUCTURAL DRAWINGS. Issue Package DOCK SEALS. g z 24 INFILL EXIST. RAISED ACCESS FLOOR VOID WITH STRUCTURAL ISSUE FOR PERMIT I 12 CUT OPENING IN EXTERIOR PANEL FOR HM DOOR. FOAM W/CONCRETE TOPPING. FLUSH W/EXIST. FINISH FLOOR. I *NOTE: 48" MIN. IF DOOR HAS BOTH REF DOOR SCHEDULE FOR SIZE. REF. STRUCTURAL DRAWINGS. - A LATCH AND A CLOSER. PREPARE WALL TO RECEIVE NEW WOOD TOP CAP, Sheet Title 54" MIN. 24" MIN. 13 NOT USED. 25 / REF: 03 & 04/A9.15 Q HINGE @ LATCH 3/4" PAINTED PLYWOOD FROM 4" A.F.F. TO 8'-4" A.F.F. AT 26 MOP SINK 30" X 30" X 8"D FLOOR PLAN - 1St. FLOOR APPROACH APPROACH 14 ALL WALLS. GC TO COORDINATE LOCATIONS W/ ARCHITECT ENLARGED PLAN @ EXT. D PRIOR TO INSTALLATION. Sheet Number EXISTING DRYWALL, INSULATION, AND METAL STUDS TO REMAIN 02 SCALE: 1/4"=1'-O" 15 GC TO PROVIDE WATER, POWER AND FLOOR DRAIN FOR ICE 27 AT EXTERIOR PERIMETER. MAKER, REF. M.E.P. A2001 COPYRIGHT© 2012 Aft A B C D E F G H J K L M Its1 I ' r71�- 273 I I I I 1„ �„ r71t 7» _ 3„1 7'-21" I 11'-53" r-100 Igloo I 1 -108 2-98 9 -38 1' 5- 8 8 � � 1„ Al � I I 4 10 SALES VP 13OF Comm '-62" I 3'-58' I 1 -62 00 - - - 0) � ED 5 5 5 5 A2 Al OPEN OFC 5 5 5 5 269 1 1„ 2 1 18 12 -44" 12'-74" 16 A9.07 � 2 2 S„ Gr®matzky Dupree &Associates 4 CONF OPEN I I I I Project �lao OPEN OFC 5„ 3, ��00 244 Al 7„ I OFCICE J SBM MGR 269 16'-,3 8 3 -74 _I o 5 6 -O$ 238 I � r7 I 274 A2 ALIGN F2 274 ) 5 A3 A3 5 44 44 I LO100 1 _ I I " = TAIR 1 Al „ -IN3'-22" A3 6'-8-1 2 F24 1 1 275 N cv 27 24 co C S 22 CC, 2 1,-14„ A1 02 1 14,,10'-0" 10'-0" 10'-68" 6,-p„ 1 1'-5$" 5 TECHNICAL _„ 5 0 (E) MECH 7 1» 15 275 � I 3'- 8'-94 8'-93" I S-9- 5p- 18 � , 242 241 239 -� A7.02 � I 1„ 4 1» 3 O OPERATIONS N o-- 3 -58 10 -94 ENG & 2 5 �ED\ - Al 243 ENG MGR 237 CENTER _ _ Al Al Al A I 11308 SW 68TH PARKWAY O -0 5 � 5 r-1d- N 5 I PMO OFC PMO OFC PMO OF 239 PLOT o i I j 5 5 00 0 243 242 241 �o A2 237 1 Al TIGARD, OREGON 97223 fl- 1 0 276 O I I 13 O A4 - -- - 7A ' O LE24 A2 A7.01 I �� A7.01 SMB DIR X00 24 24 I DI - A3 0 276 _I N6 A2T RA 0®OPEN OFC , OPEN OFC A4 IDF o STORAGE 2536 3B N 2 OPEN OFC Authorization 269 5 3 -58 5 269 252 I A4 I 223 1 1 I I A4 I A3 A3 35 1 A3 0 nlo0 `� % 02/A9.08 BAE MGR I N "I� 1 DSR STO `` Al 3„ 1„ , 3» ,� I 10 -18 5 1 is-44 12 -1 18 5 ' 277 o -ICV d- 24 0 247 252 253 A3 <$> A2 5 �l 0 277 r N o _I I I 247 15'-101" 8'-95" ALIGN 238 I O I 4 8 0 - - - - ,A 5 cv 5 5 I 5 5 -� - - - - - 1 LA CL - - - - - - - - KEITH RABusF ' I�I00 % 5 5 O ao > i''�IoO O Al '� 19A q LL rn �XA SBAE OFC 278 loo I SALES DIR A7.01 rn EII " I DAA S' ELEC 278 A2 I 1„ , 1„ I 1„ -ICV 1 , cv a `I, 2 4 I�IoO nI00 �I� �� LIC.NO 61 Al 3'_p1" -22 7 -p2 ' Lo - 3 -84 O -5 248 o E z 234 ' N 2 f, 1 1 3,-5„ N 248 04/A9.08 -I I i� 5 2, -. 8 ENG CONST Q I - - 0r ®� BUS OPS o 249 MAP ROOM 0 _ COFCEE � I MGR o I 1 I I I I 1 ON 1 I F251 ENG NOC 3 05 A9.08 233 - 5 279 A2 279 1 I I 249 A3 FT32 I 06/A9.08 233 8,�„ Design Team 1 I I I 3„ 1» A7 02 Al 251 - - - J Al L 01 TENANT COMCAST CABLE ' > > » 9� 1� ' " " ' " ' " ' " 4 9 4 -1- I 1701 JOHN F.KENNEDY BOULEVARD 2 1 1 7 -1 10 -0 10 0 V 6110 -0 12p-0 1 10 -0 1 10 -0 15 -0 4 4 % 15 PHILADELPHIA,PA 19103-2838 ;BUS OPS 281 O 11 ' 15" F.V- O 232 15 �inlao its TEL:215-286-7950 MGR 2 8 A 1 0 A2 A3 ,� A7.02 16 -104 FAX:215-286-7990 Al Al A Al Al A7• Al Al I 06/A9.11 01 & 03 A I N A7.02 I 281 A2 O 268 267 266 265 264 I 1 263 62 261 259 1 -O 16/A9.11 254 �-A9.06 ------ 1 ' 07 A9.07 11 11 I GENERAL LEASE CRUTCHER LEWIS 25 1 �� CONTRACTOR 550 SW 12th AVENUE 1 1 1 = ENT A2 0 A7.01 2 1 229 I A7.01 Al O I PORTLAND,OR 97205 A2 A2 A7.01 O SALES 3Y a) COPY I TEL:503-223-0500 rt a STAIR 5 I WOMEN I REG G NST FAX:503-223-2874 1 ON 1 " MARKET A2 A2 o A2 A2 O A2 MGR 00 259 Al MEN A2 0 255 o I O 282 LO MGR 1 ON 1 I 267 BUS OPS TECH OPS 1 ON 1 �n DIRECT ENT `- 261 A3 258 � �!=1_: ° 231 ° 229 I Z 22 A2 228 268 STOR I 264 r I SALES SALES z 22 -- Q ,,,. I 5 I I ARCHITECT GROMATZKY DUPREE&ASSOCIATES I, VICTORY PLAZA WEST 266 265 263 MGR 01 ELLNES 1 'NESC CONS 227 3090 OLIVE STREET,SUITE 500 282 262 Q I o ° GR 0 I DALLAS,TX 75219 18 A9.07 1 00 ------- 20 L226J 1 I I TEL: 214-871-9078 1 151„ 7„ 296 :_k o ;; 0 27 A9.13 283 8» A2 A2 A2 23'-82 4'-108 ►? :R ¢ i 15yA�9 07 COFFEE I A3 Al _ -74„ 8'-44„ \ 0 13 A9.07 258 257 2 ° " 3„ CIVIL/STRUCTURAL GROUP MACKENZIE 1 INDIRECT " " .- / _ 12 11- ENGINEER RIVEREAST CENTER �lao ' g5" 3,, �I� rl VENDING A4 16 8 DIR 8 3-1- h O 14 Al STORAGE -I 1515 SE WATER AVENUE,SUITE 100 I�IoO 8 I I 7.01 A4 -- - A7.01 I I " PORTLAND,OR 97214 283 N -- N _ -- I 1 296 A3 IL - I 226 - o - - - - -� - FAX:503 503-224-9560 6 A lllnk r-1 5 A3 1-100 5 7 ` 15 26 I TI ` A4 A3 A4 0 5 I �00 ' r rn 141-219 A3 A7.01 BREAK RM. ALIGN 29 A7.01 `- _ _ ___ _ 226 r 5 ELECTRICAL COCHRAN,INC. STAIR 2 '� - CONE = rt CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 -285 _ 1 �j 289 L&D STO �� - 1» 6'_g" '_6" 299 24 LEC/TEL. 5 00 14 A4 STO " TELTIGA9�'-�osa�2s3 o -1 4� 291 0 8 299 W3 "I 1 1 14 18 -84 A3 14 214 z VI EO MG 225 I w OPEN OFC 10-- 21 0 1 1- I 297 co 3" 1„ O o Q L I CONE 0 13 '� z . N o 225 0 " I 223 I COPY 5, IO A2 W2 S W4 W5 W6 O A3 � �� -1 1- I = = J A4 CONE ELECTRICAL R&W ENGINEERING,INC. 284 8 292 ,-I� c� gid- Q ¢I I 9'-1 1 1 , » Al d- 208 4 7 -7 ALIGN 2 N I ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 ALIGNT 289 291 A3 292 A2 L51-61210 5'-1 1" 5'-6" 14,-25" 298 S 0/TES - _ - _= TEL:03 s-3328 roloo A4 STORAGE A4 BENCH A3 Al 24» W1 4, 24" Al ALIGN 298 207 0�' CONFCDT 1 c0 15/A9. RNR �r 5 rnI 213 224 224 5 d- 22 :n4_ 293 r� O6 A9.o7 " I 5 ENGINEER HUNTER-DAVISSON,INC.00 SE ERSH NG STREET op207 208 I AZ 12 I I I - I PORTLAND,OR 97202 285 I 288 I Al eco 294 Al 24 -1 295 Al 00 A7.01 -1 Al �I� 2'-6" oo 17100 N TEL:505-234-0477 - 18 - _ " J 3„ 3» 3,, '31 FAX:505-542-3603 1 L 17 L �I 12 _;.=W::.. 213 L0IoO , „ oo�I 00 8 4 9,_10 4 8 Al X100 A7.01 293 15 " ' loo I 0 7.01 o " A7 01 O A4 Al 2 1„ A2 I A3 A7.01 A7.02� 9 -1 1- 7 -7- 9 -8- lot-4- X100 c9 1 -6 A7.01 11 A9.1 1 6'_g1" 12'_p1" 1 p'_p1" bo ;N � Q 1„ 1„ 4 a g'_p1" 3„ 12'-41" 7'_g ALIGN I 2 1 -1 a o0 6 _g_ -44 4 cel 1 -g- 4 2 -3 $ 10 -0 LANDSCAPE GROUP MACKENZIE L&D TRAINERS O ^ �'` rn D1 q 20 W7 216 2 7 218 219 221 222 ARCHITECT RIVER EAST CENTER -- ---- p -- ql p „ A7.02 1515 SE WATER AVENUE,SUITE 100 ' 286 (TRAINING ( I Al 5 8" 8 2-1 13'-74" os 209 1 211 212 PORTLAND,OR 97214 L#Fv560 287 5 5 1 A7 5 19 A7.0 A2 I A2 A2 W8 Al Al Al Al FAX:503-228-1285 BOARDROOM Al 288 0 19 A7.0 0 9 '0 4'-3-" 4'-35„ MAIL LOUNGE IP-IN a of „ vi 8 TRAINING 8 '` I 1 ON 1 1 ON 1 DATA SYNC- ;, 206 0 HR MGR VISITOR VISITOR 215 MGR 1 ON 1 ENG DIR L&D MG 7,, a a 3„ 0 295 _ DESIGN MGR 1 -1 1- ^ 5 4 35 ^ 22 -6- 275 294 5 53 a ' _ �� ICV o III: I 216 217 287 8 0 8 0 8 D 8 1 -8 8 0°' Al O W7 IiJ FW81 A3 I` 209 21 1 212 218 219 221 3„ - N _I EQ EQ , 10'-0" 111-1 08 N") 15- '-6 ----- -% 11/A9.07 I A2 A2 2 A2 A2 A2 A2 1 1 5 8 24 3'-104" I 11A 1 C 7 06 A2 I A2 Al I I} A7.01 I �-`1� 21 , 1 ` ® 1 8 '------------------------ ------------------- -- ------------------------------------- --- ------- ----- --- - ---------------------------------- -- --------------------- -------------- ----- ------------ --- --------------- ---------------- -- --- --- ---- --- ---- ---- --- -- 20 o ` -- A7.01 I 1 18 \__01 I _I A9.12 I 4 MEN 4-03 LOBBY I 204 I Issues and Revisions 3�. 8 204 4, 11-0„Q104 E2026 rzo2c ;----- I No. Date Description 01 A9.07 --- 1 , 1 , 0 VESTIBULE WOMEN 1 o I 205 F2o1A 201 12018 205 I + LAI ------ ' 24 & 25 2ND FLOOR PLAN A9.06 ® 1 SCALE. 3/32"=l'-O" FLOOR PLAN GENERAL NOTES FLOOR PLAN LEGEND FLOOR PLAN KEYED NOTES 1. REF. A9.00 SERIES SHEETS FOR FINISHES AND FINISH SCHEDULE. EXISTING WALLS TO REMAIN DOOR ACCESS CLEARANCES 1 FULLY RECESSED FIRE EXTINGUISHER CABINET, REF. 05/A7.02 16 GC TO PROVIDE STUD IN SLAB FOR ELECTRICAL ISLAND. FRONT APPROACH: REF. FLOOR PLAN FOR DIMENSIONAL LOCATION. 2. REF. A9.00 SHEETS FOR INTERIOR ELEVATIONS. NEW PARTITION z � 2 SEMI RECESSED FIRE EXTINGUISHER CABINET, REF. 10/A7.02 17 CHAIN LINK FENCING AND GATES. FENCING TO GO TO DECK. 3. REF. A10.03 FOR WALL TYPE SCHEDULE. 0 24" MIN. CLR. © EXTERIOR DOORS 18" MIN. CLR. © INTERIOR DOORS 3 LINE OF SOFFIT ABOVE 4. REF. A2.03 & A2.04 FOR POWER / COMMUNICATION PLAN. XXX INDICATES DOOR NUMBER. 18 RECESSED DISPLAY CASE, REF. 01/A9.07 5. DOOR SIDELIGHTS ARE TYPICALLY SCHEDULED WITH DOORS. REFER. 4 NEW HI-LO ELECTRIC WATER COOLER DOOR SCHEDULE/A10.01 . X INDICATES WALL TYPE, REF. A10.03 19 NOT USED. z L ELEC./VOICE/DATA BOX INSTALLED FLUSH IN FLOOR, REF. M.E.P. 6. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. � 5 (REF. POWER PLANS FOR PRICING ALTERNATE @ OPEN OFFICE Zp REMOVE EXISTING DOOR & FRAME. INFILL WALL TO MATCH " SYSTEMS FURNITURE) EXISTING ADJACENT WALL. PREPARE TO RECEIVE NEW FINISHES. 00 7. EXISTING EXPOSED COLUMNS TO BE PAINTED, U.N.O. 12" MIN. REMOVE EXISTING PAIR OF DOORS & FRAMES & PREPARE 8. G.C. TO PROVIDE BLOCKING SUPPORT IN WALLS TO SERVE 5'-0" DIAMETER TURNING RADIUS (PROVIDE THIS ADDITIONAL SPACE IF DOOR IS 6 TECH EQUIPMENT LOCKERS, REF. 16/A9.09 & A9.13. 21 FOR NEW SINGLE DOOR AND FRAME FOR DIMENSIONS SHOWN. EQUIPPED W/ BOTH A LATCH AND A CLOSER) INFILL WALL AS REQUIRED TO MATCH EXISTING ADJACENT WALL EQUIPMENT AS REQUIRED. � � 7 LINE OF CANOPY ABOVE & PREPARE TO RECEIVE NEW FINISH. 9. POWER & DATA TO OPEN OFFICE & CONFERENCE FURNITURE 30" X 48" CLEAR FLOOR SPACE HINGE/LATCH APPROACH: NEW 1 1/4" (1.66" O.D.) PAINTED STEEL PIPE HANDRAIL AT PROVIDED UNDER FLOOR SLAB. REF: A2.03/A2.04 & ELECTRICAL z 36" MIN. 8 EXISTING ROOF ACCESS LADDER 22 34" ABOVE EDGE OF STAIR NOSING/LANDING. REF. DETAIL © HINGE APPROACH 04/A17.02. PROVIDE V-11" HANDRAIL EXTENSION AT BOTTOM .lob No. Issue Date 10. GC TO FIELD VERIFY LOCATION OF FLOOR JOISTS W/LOCATION OF CHAINLINK FENCE " 9 CONCRETE FILLED PIPE BOLLARD, REF. 05/A1.01 (RISER) OF STAIR AND 12" HANDRAIL EXTENSION AT TOP DIMENSIONED FLOOR BOXES. NOTIFY ARCH. OF CONFLICTS BETWEEN (RISER) OF STAIR. COORDINATE HANDRAIL DESIGN WITH 12018 12. 14.2012 FLOOX BOXES OR OTHER OBSTRUCTIONS PRIOR TO PROCEEDING WITH RACKING BY TENANT. GC TO COORDINATE FINAL LOCATION ARCHITECT PRIOR TO CONSTRUCTION. CORING OF FLOOR. ARCH. WILL PROVIDE INSTRUCTIONS AS REQ'D FOR XX INDICATES WINDOW TYPE. REF. A10.02 10 WITH OWNER. Issue Package RELOCATION OF FLOOR BOXES. 23 INFILL EXIST. RAISED ACCESS FLOOR VOID WITH CONCRETE. 1 1 GC TO EVALUATE W/ TENANT CONDITION OF EXTERIOR FLUSH W/EXIST. FINISH FLOOR. REF. STRUCTURAL DRAWINGS. ISSUE FOR PERMIT DOCK SEALS. z INFILL EXIST. RAISED ACCESS FLOOR VOID WITH STRUCTURAL 12 CUT OPENING IN EXTERIOR PANEL FOR HM DOOR. 24 FOAM W/CONCRETE TOPPING. FLUSH W/EXIST. FINISH FLOOR. Sheet Title *NOTE: 48" MIN. IF DOOR HAS BOTH REF DOOR SCHEDULE FOR SIZE. REF. STRUCTURAL DRAWINGS. A LATCH AND A CLOSER. PREPARE WALL TO RECEIVE NEW WOOD TOP CAP, 13 NOT USED. 25 FLOOR PLAN - 2nd. FLOOR 54" MIN. 24" MIN. REF: 03 & 04/A9.15 © HINGE © LATCH 3/4" PAINTED PLYWOOD FROM 4" A.F.F. TO 8'-4" A.F.F. AT Sheet Number APPROACH APPROACH 14 ALL WALLS. GC TO COORDINATE LOCATIONS W/ ARCHITECT 26 MOP SINK 30" X 30" X 8"D PRIOR TO INSTALLATION. EXISTING DRYWALL, INSULATION, AND METAL STUDS TO REMAIN 15 GC TO PROVIDE WATER, POWER AND FLOOR DRAIN FOR ICE 27 AT EXTERIOR PERIMETER. A2002 MAKER, REF. M.E.P. COPYRIGHT© 2012 i GENERAL NOTES KEY NOTES 1. DIMENSIONS SHOWN ARE ONOTE: NO BACK PANEL A B C D E F G H J K L M FROM F.O. FINISH TO AT BRIDGE �� s CENTERLINE OF OUTLET(S), Gr®ma�ky Dupree &Associates TYP. OCENTERLINE OF OUTLETS 13 7 013 © 12" A.F.F. 1 1 2. CENTERLINE OF OUTLETS ,� 25 n 25 Project © 17 A.F.F. U.N.O. NOTE: 14 H HALF PANEL 11 AT CREDENZA 3. REFER A2.02 AND MEP 1 3 4 4 FOR ELECTRICAL LEGEND VEST 1 ON 1 23 MAINTENANCE �c 106 30 138 ■ ■ ■ ■ ■ ■ ■ ■ ■ 108 I 15 23 1 ON 0%, cc, 137 co cast 2 2 LO LO 23 30 3 & 81 & 86' ■ & 08, ■ ■ I I 11 TECH OPS 11 T 13 SUPPORT 3 13 TECHNICAL OS 0 132 +ss , +44` 77ME( H 128 ® ; : OPERATIONS MIMI ME44° 1 7 BATTERY RM 13 7 TAIR 105 +96LjLj AN T H 3 CENTER 109 145 11 1 [1] 4 4 +68- ® MG 11 25 11308 SW 68TH PARKWAY 3 +52' 17 I WAP 6 rT] 3 I 133 I TIGARD, OREGON 97223 p CH 11 13 p OPS DI 0 4 FILE/ I 26 136 3 GENERATOR WORK O 13 107 ORDERS 25 �s - 11 Gd 6:jn('�TECH 129 tRE G� `-OOPS V BREAK RM 11 � 135 O � c 11 ■ . 127 Authorization 10 10 10 10 � 3 ON MDF 23 (� TYP . OFFICE POWER 131 - - - _ 1.3.4_____ ___ m._ n __..._...._... 02 „_ $ VEST � O 11 +9s PTECH L SCALE: 1/4 - 1 -0 7 112MAINTENANCE 5 � LOUNGE 3 OFFICEEN 23 CAGE O 126 � � KEITH RABUSE �t'1 111 123 22 WAP ® DA LAS, XAS WAREHOUSE (� LIC. NO.6184 101 +ss 19 ----------------------------- 9 6 20 WAP 6 20 WAP OF �U UUCA � CONF WAP 12 RDesign Team 4' � TENANT COMCAST CABLE I-NET ' o � 1701 JOHN F.KENNEDY BOULEVARD CAGE o 113 [� � ��� �� � � � � U � � � � U � �� � �� �� � �� PHILADELPHIA,PA 19103-2838 X:215-286-7950 F 1 O FAX:215-286-7990 ' 19 o WOMEN MEN o ' ® GFI4 G� 9 GENERAL LEASE 12th AV ER LEWIS 1 15 116 +44' � CONTRACTOR 550 SW 12th AVENUE ------- _-- 1 1 1 1 PORTLAND,OR 97205 r4TEL:503-223-0500 C 0 N F 0+96"NOTE: ;- 3 124 +9 FAX:503-223-2874 71 ERV RV RV RV RV RV RV V 4VI PROVIDE ALTERNATE FOR POWER POLES. ------- - -------- 7 131 5 ARCHITECT GROMATZKY DUPREE&ASSOCIATES REF: A3.01 & A3.02 FOR LOCATIONS. 25 I I I I I 25 ( VICTORY PLAZA WEST WAP I I 3090 OLIVE STREET,SUITE 500 4 s(D I DALLA ,TX 75219 TEL: 214 871-9078 F 214-871-9869 5 Aub Al ® ® ® ® 1 JAN TAIR# GROUP MACKENZIE ELEC 114 255 5 3 I ENGINEERUCTURAL RIVERE ST CENTER LOCKERS I 1515 SE WATER AVENUE,SUITE 100 103 1 1 Fl PORTLAND,OR 97214 ®� MECH 122 - - - - TEL:503-224-9560 2 FAX:503-228-1285 ® ® ® O cFl 1190 ELECTRICAL COCHRAN,INC. 2 ; CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 �- ELEC (� STORAGE TIGARD,OR 97223 TEL:971-205-4263 II II 11 MAINT. II II "� 1 TECH RM � WAP WAP Pr7 118 2 ENGINERAL 9615 S.W.IALLENI BOUEVARD SUITE 107 3 0 BEAVERTON,OR 97005 6 TEL:503-726-3318 11 FAX:503-726-3326 1323V QT7 QT7 2.7- II ; MECHANICAL HUNTER-DAVISSON,INC. +44 TAI R#2 " ENGINEER 1800 SE PERSHING STREET ® ® ® ® FF PORTLAND,OR 97202 TEL:505-234-0477 FAX:505-542-3603 7 7 WAPI +44" 25 13 12 ; LANDSCAPE GROUP MACKENZIE 7 ARCHITECT RIVER EAST CENTER TMP 25 1515 SE WATER AVENUE,SUITE 100 13 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 25 23 25 13 - ----- - -------------------------- ----------------------------------- ---------------- ------------------------------------------------------------------------------------------------ -------------------------- - -- --- ------------------------------ --------------------------------- ------------- ----- - - ------- - --------------------- - ----------------------- ----------------- ---------------- - -------------------------- --- ---------- - --------- ---- ------- - ----- TYP . SYSTEM FURN , POWER DIAGRAM 03 , SCALE: 1/4»= 1 -0 Issues and Revisions No. Date Description 01 POWER PLAN - 1 st FLOOR SCALE. 3/32"=V-0" -0 POWER & COMMUNICATIONS GENERAL NOTES POWER & COMMUNICATIONS KEYED NOTES EQUIPMENT LEGEND * PROVIDED AND INSTALLED BY TENANT'S SECURITY COORDINATOR. GC TO COORDINATE. ELECTRICAL LEGEND 1. ALL POWER AND COMMUNICATIONS DEVICES ARE TO BE 18" A.F.F. O.C. 18. FIBER PLANT SHALL BE PROVIDED & INSTALLED BY TENANT. TESTING OF PROVIDE INSTALL TEST COMMENTS PROVIDE INSTALL TEST COMMENTS p DATA ONLY SINGLE GANG BOX WITH VERTICAL ORIENTATION UNLESS NOTED OTHERWISE. SYMBOL "+XX" " FIBER CABLING, INCLUDING REQUIRED PERMITS, SHALL BE PROVIDED BY TENANT. 1 REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS IN THIS ROOM. A COMMUNICATIONS ROUGH IN BOX INDICATES MOUNTING HEIGHT ABOVE FINISH FLOOR. GC TO PROVIDE FIBER ENTRANCE FACILITIES INTO BUILDING; COORDINATE PORTABLE EYE WASH STATION GC TO PROVIDE POWER ROUGH IN FOR VOICE & DATA CABLING FROM WALL/COLUMN TO � (EXISTING RELOCATED) G.C. G.C. G.C. GC PROVIDE POWER ETC. AS REQ'D 17 PANIC STROBE LIGHT G.C. G.C. G.C. G.C. TO PROVIDE POWER ETC. AS REQ. A TELEPHONE JACK LOCATION W/ TENANT. O STROBE TO BE TRIGGERED BY LOBBY 2. REFER TO ENGINEER DRAWINGS FOR ADDITIONAL REQUIREMENTS. SYSTEM FURNITURE. REFER TENANT'S FURNITURE VENDOR FOR ELECTRICAL REQ'TS. COPIER WITH FAX LINE TENANT TENANT TENANT GC PROVIDE POWER &,DATA ROUGH IN PANIC BUTTON. VGA CABLE JACK: WALL RECEPTACLE 19. SECURITY FIRE ALARM REQUIREMENTS & PREFERRED VENDOR, IF APPLICABLE, r2l COORDINATE ELEC. REQ TS W/ TENANT G.C. G.C. G-C. GC PROVIDE POWER & DATA ROUGH IN �"'� WEATHERPROOF TELEPHONE JACK / GC TO PROVIDE WALL BRACING, DUPLEX OUTLET AND ROUGH IN REQUIRED FOR CAN 18 INTERCOM 3. COORDINATE ALL THERMOSTAT LOCATIONS WITH FURNITURE LAYOUT PRIOR SHALL BE PROVIDED BY TENANT. GC TO VERIFY AND COORDINATE SCOPE OF O3 FOR WALL MOUNTED FLAT SCREEN TV. MOUNTING HEIGHT AS INDICATED. G.C. G.C. G.C. GC PROVIDE POWER WATER LINE ETC. COORD. W/ TENANTS SECURITY VENDOR DUPLEX WALL OUTLET TO INSTALLATION. REFER TO ENGINEERING DRAWINGS. DO NOT LOCATE WORK WITH TENANT. El UNDER COUNTER REFRIGERATOR AS REQUIRED. VERIFY WITH TENANT. � THERMOSTATS BEHIND FURNITURE PANELS. � 19 HIGH CAPACITY FLOOR BOX G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ'D �Fl GFI DUPLEX WALL OUTLET P 20. FURNITURE SHALL BE PROVIDED AND INSTALLED BY TENANT. GC SHALL GC TO PROVIDE POWER AND ROUGH-IN FOR VOICE & DATA CABLING TO TENANTS FULL-HEIGHT REFRIGERATOR G.C. G.C. G.C. GC PROVIDE POWER, WATER LINE, ETC. FOR POWER/VOICE/DATA 4. REFER TO ENGINEERING DRAWINGS FOR POWER TO PLENUM N M 4 FURNITURE SYSTEM FROM FLOOR BOXES. REFER TENANT'S FURN. VENDOR FOR ELEC. El (WILL REQUIRE WIRE SHELVES) AS REQUIRED. VERIFY WITH TENANT. MOUNTED PROVIDE, INSTALL & TEST ALL POWER TO FURNITURE. GC TO PROVIDE O ' KEYNOTE 1 FOR PRICING ALTERNATE. El OVERHEAD PROJECTOR G.C. G.C. G.C. REFER A3.01 FOR LOCATION. � QUAD WALL OUTLET EQUIPMENT. ROUGH-IN FOR DATA CABLING AND COORDINATE INSTALLATION OF ALL REQ TS. SEE KEY 0 E # 3 0 C ED ICE MAKER TENANT TENANT TENANT G.C. PROVIDE MEP AS REQUIRED G.C. PROVIDE POWER ETC. AS REQ'D QUAD FLOOR RECEPTACLE; COMPONENTS WITH TENANT. FLUSH MOUNTED 5. ALL ELECTRICAL SHOWN IS NEW. ACCESS CONTROL PANELS, BY TENANT'S SECURITY VENDOR. GC TO PROVIDE PLYWD ON 21 MOTORIZED PROJECTION SCREEN TENANT G.C. G.C. MOUNT T.O. SCREEN ® 9'-0" AFF. G.C. TO 21. COMPUTERS AND SOFTWARE SHALL BE PROVIDED INSTALLED & TESTED BY WALL FROM 0'-4" ABOVE FIN. FLR TO 8'-4" FT ABOVE FIN. FLR. GC TO COORDINATE ®6 MICROWAVES REF. ELEV. FOR QTY. TENANT TENANT TENANT G.C. PROVIDE OUTLETS AT HEIGHTS PROVIDE WALL SUPPORT AS REQUIRED. REFER TO ® COMMUNICATIONS FLOOR RECEPTACLE; 5 � FLUSH MOUNTED 6. WALL MOUNTED PHONES REQUIRE 15" O.C. CLEAR EACH SIDE. ROUGH IN TENANT. GC TO PROVIDE POWER AS REQUIRED. GC TO PROVIDE ROUGH-IN LOCATION OF ELEC. PANEL AND ACCESS CONTROL PANELS WITH TENANTS SECURITY INDICATED. REF. INTERIOR ELEVATION. INTERIOR ELEVATIONS FOR WALL LOCATION. ACCORDINGLY. FOR DATA CABLING AND COORDINATE INSTALLATION OF ALL COMPONENTS WITH VENDOR. REFER TO MEP DRAWINGS. El COFFEE SERVICE TENANT TENANT TENANT G.C. PROVIDE WATER LINE & DRAIN 22 MARKER BOARD TENANT TENANT TENANT G.C. PROVIDE BRACING AS REQ'D. COORDINATE O CAN WALL OUTLET 7. ALL ACCESS CONTROL DEVICES TO BE SEPARATE PERMIT. PROVIDE POWER TENANT. PROVIDE CONNECTION TO OVERHEAD PROJECTOR FROM CONFERENCE ROOM TABLE. AS REQUIRED LOCATION AND MOUNTING HEIGHT WITH TENANT. J TD POWER/VOICE/DATA, WALL MOUNTED AND COORDINATE WITH TENANT'S SECURITY VENDOR. 22. HUB ROOM LAYOUT AND POWER/DATA REQUIREMENTS SHALL BE PROVIDED O PROVIDE FLUSH CEILING MOUNTED DUPLEX OUTLET & CAN FOR OVERHEAD PROJECTOR. r-81 WATER HEATER G.C. G.C. G.C. G.C. PROVIDE MEP AS REQUIRED 23 INTERIOR SINGLE DATA CAMERA* TENANT TENANT TENANT G.C. PROVIDE POWER ETC. AS REQ'D., REF: MEP BY TENANT. ALL SERVERS, SWITCHES, TELEPHONE EQUIPMENT, SHALL BE PROVIDE POWER FOR CARD READER COORDINATE THE REQUIREMENTS WITH TENANT G.C. PROVIDE WATER LINE & DRAINP F POWER/VOICE/DATA POWER POLE S. COORDINATE POWER AND DATA/COMMUNICATIONS FEEDS TO SYSTEMS PROVIDED, INSTALLED AND TESTED BY TENANT. GC TO PROVIDE ROUGH-IN FOR 7 SECURITY VENDOR TO BE DETERMINED. Ej] HOT/COLD WATER DISPENSER TENANT TENANT TENANT AS REQUIRED 24 EXTERIOR SINGLE DATA CAMERA* TENANT TENANT TENANT G.C. PROVIDE POWER ETC. AS REQ'D., REF: MEP VGA CABLE JACK FLOOR RECEPTACLE: FURNITURE WITH FURNITURE VENDOR. REVIEW LAYOUT PRIOR TO ROUGH IN. DATA CABLING AND COORDINATE INSTALLATION OF ALL COMPONENTS WITH TENANT. O GC TO PROVIDE POWER & DATA CONNECTIONS FROM FLOOR BOXES TO TRAINING TABLES. F101 VENDING MACHINES TENANT TENANT TENANT G.C. PROVIDE MEP AS REQUIRED 25 ELECTRICAL STRIKE / RODS TENANT TENANT TENANT G.C. PROVIDE POWER ETC. AS REQ'D., REF: MEP FLUSH MOUNTED - 23. REFER TO ENGINEERING DRAWINGS FOR POWER CIRCUITS AT SYSTEM 8 CEILING MOUNTED WI FI ANTENNA & 9. COORDINATE POWER AND DATA/COMMUNICATION IN FLOOR OUTLETS (1 CONNECTION PER SEAT). COORDINATE WITH TENANTS FURNITURE VENDOR. FLAT SCREEN TV & ADJUSTABLE �CLG. FLUSH-MOUNTED RECEPTACLE CONFERENCE ROOMS W/ TENANT'S FURNITURE VENDOR. FURNITURE. COORDINATE DATA AND VOICE CABLING REQUIREMENTS WITH TENANT 11 WALL MTD. BRACKET BRACKETNG.C. G.C. G.C. ROUGH-IN FOR CAN AS REQ D. G.C. PERSONNEL. REFER. SPECS. FOR WALL BRACKET. F2 6 DISPOSAL G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ'D., REF: MEP WITH POWER OUTLET + 2 DATA JACKS 'A O GC TO PROVIDE POWER & DATA CONNECTIONS (1 CONNECTION PER SEAT) FROM FLOOR 10. REFER TO VENDOR PROVIDED DRAWINGS FOR FURNITURE SPECIFICATIONS. ,� BOXES TO CONFERENCE TABLE. COORDINATE WITH TENANT'S FURNITURE VENDOR. 27 HOT POT TENANT TENANT TENANT G.C. PROVIDE POWER ETC. AS REQ'D., REF: MEP FLOOR POWER/DATA FOR HARD-WIRED 24. ROUGH IN TO INCLUDE CONDUIT, BOX, RING AND STRING, TYP. UNO. rl2 WATER DISPENSER G.C. G.C. G.C. G.C. PROVIDE WATER LINE AS REQ D CONFERENCE ABLE. COORDINATE WITH 10 FURNITURE REQUIREMENTS. Job No. Issue Date 11. TENANT TO FURNISH AND INSTALL ALL PBX AND PHONES. GC TO PROVIDE POWER & DATA CONNECTIONS FROM ADJACENT WALL TO TRAINING 28 HANGING MARKER BD. & TRACK G.C. G.C. G.C. G.C. PROVIDE BRACING AS REQ'D. COORDINATE 25. G.C. TO CONFIRM TYPE OF ELEC./DATA SYSTEM WITH TENANT, SUCH AS, TABLES (1 CONNECTION PER SEAT). COORDINATE WITH TENANT'S FURNITURE VENDOR. CARD READER * G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ'D T. °LG 12. TENANT TO FURNISH & INSTALL FIRST AID EQUIPMENT. CAT5 OR CAT6, ETC. 13 LOCATION AND MOUNTING HEIGHT WITH TENANT REF. MEP ® CEILING POWER OUTLET, FLUSH MOUNTED 1201812. 14.2012 CARD READER (POLE MOUNTED)* G.C. PROVIDE POWER ETC. AS REQ'D 29 POSTAGE MACHINE TENANT TENANT TENANT G.C. PROVIDE POWER, ETC. AS REQ'D. 26. DRAWINGS AND SPECIFICATIONS BY TENANT'S SECURITY VENDOR WILL BE 13 & POLE G.C. G.C. G.C. WALL MOUNTED FLAT SCREEN TV 13. TENANT TO FURNISH & INSTALL WITNESS, TCSC IVR, & ACD. 11 PROVIDE STUB UP IN FLOOR FOR POWER TO ISLAND. REF. MEP & ADJUSTABLE ALL BRACKET SUBMITTED UNDER A SEPARATE PERMIT. 30 FORK LIFT BATTERY CHARGING TENANT TENANT TENANT G.C. PROVIDE POWER, ETC. AS REQ'D. 14 DOOR CONTACT * G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ D Issue Package 14. GC TO FURNISH & INSTALL ALL FIRE EXTINGUISHERS & CABINETS. REF. MEP 27. ALL CARD READERS & ACCESS CONTROL DEVICES WILL BE SUBMITTED 12 GC TO PROVIDE 1 DUPLEX PER LOCKER. LOCKERS ARE STACKED 3 HIGH. REF. ELEC. El RECYCLE BIN TENANT TENANT TENANT OOR BOX (POWER, VOICE, DATA) T PERMIT - THESE ITEMS ARE SHOWN FOR REFERENCE ONLY. 15 DOOR OPEN ANNUNCIATOR G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ'D ISSUE FOR PERMIT 15. TENANT TO PROVIDE HVAC REQUIREMENTS AT SERVER ROOM AND OF UNDER A SEPARATE E ® REF. MEP ROOMS. GC TO FURNISH EQUIPMENT, INSTALL & TEST. REFER MEP. 13 PRICING ALTERNATE: PROVIDE POWER POLE IN LIEU OF FLOOR BOXES. * 32 EXISTING RELOCATED LOCKERS TENANT TENANT TENANT RELOCATE FROM EXISTING FACILITY WAP WIRELESS ACCESS POINT 28. INTERIOR "COMCAST" SIGNAGE � LOBBY 202 & WALL ADJACENT TO STOR. O 16 PANIC BUTTON G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ'D 16. TENANT TO PROVIDE REQUIREMENTS AND PREFERRED VENDOR FOR UPS. 298 IS BY TENANT. GC TO COORD. FINAL LOCATION. COORD. W/TENANT'S SECURITY VENDOR Sheet Title GC TO FURNISH EQUIPMENT, INSTALL & TEST. REFER MEP. # 33 PLOTER TENANT TENANT TENANT G.C. PROVIDE POWER & DATA ROUGH IN 14 PLUGMOLD. 17. EXTERNAL AND INTERNAL SIGNAGE SHALL BE PROVIDED AND INSTALLED BY 29. A/V BY TENANT. GC TO PROVIDE BLOCKING, ROUGH-IN AS REQUIRED. WALL MTD. 34 NEW 2-HIGH PRE-FINISH TENANT TENANT TENANT COORDINATE ELECT. REQS. W/ TENANT PLUGMOLD POWER/ EQUIPMENT PLAN TENANT, UNO - REFER: A10.01 DOOR SCHEDULE FOR GC PROVIDED SIGNAGE. MTL. LOCKERS 1 st FLOOR GC TO PROVIDE POWER/ADD'L SUPPORT AS REQUIRED FOR TENANT SIGNAGE. 30. CAUTION: 15 PROVIDE MECHANICAL EXHAUST AT FORK LIFT BATTERY CHARGING AREA F_ G.C. TO COORDINATE LOCATION OF ELECTRICAL FLOOR BOXES WITH FLOOR Sheet Number JOISTS BELOW PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY CONFLICTS. A2003 COPYRIGHT© 2012 i A B C D E F G H J L M �TC2 4 � 1 _ GENERAL NOTES KEY NOTES COFCEE CONFZ-0 ' COM 1 4 1 4 I 13 4 1 272 244 13 1 13 1 13 1. DIMENSIONS SHOWN ARE NOTE: NO BACK PANEL SALES VP D 1 - - - - - - - - - FROM F.O. FINISH TO O AT BRIDGE 273 S S � 9 �] P T TD ■ ■ P T ■ P T M:11 CENTERLINE OF OUTLETS , C 13 � 19 TYP. O CENTERLINE OF OUTLETS 11 60" o 0 9 4 4 4 C4V eo 2. CENTERLINE OF OUTLETS @ 12" A.F.F. ,� �� 3 � � � � 19 � 13 - - � ■ � ■ 17" A.F.F. U.N.O. NOTE: 14 H HALF PANEL (� 1 I 31 � [�] wAP I I 1 AT CREDENZA P T ■ ■ ■ 3. REFER A2.02 AND MEP ILZ �] WAP ■ ■ • ■ • • • . . . gD 19 I �] I ■ LAI FOR ELECTRICAL LEGEND C � 28 � 9 � 28 --- BM MGR 4 �3) a 31 13 4 4 IF ■ ■ Gr®metzky Dupree &Associates 274 +444EE 0 /fi 11 3 +66� ■ ■ , 2 - ■ ■ ■ ■ - ■ ■ - ■ ■ �'(�/!� ■ ■ - ■ - - - - - Project AI R E M H P D I � I 245 1 LO LO ( � E� I 2 �. ■ . ■ 275 013 7 ■ ■ _ n OPEN ❑ . . . ■ . . I C 13 ■ . ■ . - - - - - - - - - - - -_m OFCICEco cas � f 1 1 O 13 13 1 13 13 13 PTD 13 O-N\NFP-TT WAP I I ■ I ❑ PTD a CD L-IPTCD PTD \FP-FTD ■ ■ 4 P ■ C ■ PMO OFC ENG & SUPP PLOTER 33 ■ TECHNICAL ■ ■ 4 4 4 fj 0 3 31 PLOT 4 4 q. ■ 4 OFC OFC (� (� 241 ■ OPERATIONS ■ l�J LE42 - - T J �- - - CENTER SMB DIR I 1 11308 SW 68TH PARKWAY 3 � ■ 246 w 276 WAP ■ - "�' `b' ■ _ [WAP STORAGE 2 14 0 . I I ■ TIGARD, OREGON 97223 ■Vj nil ■ 1 . ■ ■ ■ � 4 4 ■ 5 33 I I [D CD , F TYP . OFCICE POWERc 3 0 D LAB ■ I 1 ■ fL1 DI ■ WAP CID U 2 � �■ (� (� 1 1 252 235 0 ■ � I 1 SCALE: 1/429= 1 -0 (� 13 13 ■ ■ I � �y ■ `D I � CD DSR STO 25 � 1 I U MGR ■ Icc: 0 13 ❑ 11 14 4 1 1 4 4 Authorization 277 - OPEN OFCI COD 247 7 1 3 1 1 ' 0-\ 13 13 13 I 269 13 13 13 +44 ■ ' SBAE FC I 1 T J - CL PTD PTD PTD 278 PTC PTD PT PT PTD PTD PT 1T ■ ■ ■ ES DIR 1 1 O 13 4 13 ■ 4 ■ ■ � � - ■ --- 248 ELEC 1 13 � �CEITI•-I BU � 4 4 4 q 1 44 1 3 11 234 4 � � ■ I 0 C ENG CONST 1 ENG 44 -+44" 1 ' D,�LL6a ,TEXAS MAP ROOM GFI ■ ■ ■ NOC o 1 o LIC. NCd. 184 �re� US IDS ■ ■ 1 ■ 1 ■ 251 1 I 232 4 cFi❑s 12 OFFEE 1 o- ' ' R I I 0 1 ON I , 4-44'G+4,411 233 279 ■ ■ ■ I `��' ■ 249 +4E +4" +7 ■ , C ■ D1 BUS OPS MG � `� 281 � WAP � � WAP WAP 4 OPEN OFC 13 13 Design Team 1 223 (:5 :=o - - - - - - - - - - - - - - - - TENANT COMCAST CABLE MEN WOMEN 11 1701 JOHN F.KENNEDY BOULEVARD NOTE: US 1 ON 1 ENT ENT ALES MG +``� COPY I/ I 231 229 ■ . 1 PHILADELPHIA,PA 19103-2838 PROVIDE ALTERNATE FOR POWER POLES. E 3 0 ■ ■ OF 0 ■ TEL:215-286-7950 [IARK 1 � OPS 0 O TECH 264 [3IREC SALES 0 261 31 5 +44" +44" N o I ❑ FAX:215-286-7990 REF: A3.01 & A3.02 FOR LOCATIONS. GR STO PS ALES MG 259 STAIRM FI GF' '- 67Z 44' +44" WELL SS 0 0 IF] Lj [� 282 [� 268 266 265 263 262 255 28 1 ■ GENERAL LEASE CRUTCHER LEWIS 13 4 6 I + 1 1 ■ CONTRACTOR 550 SW 12th AVENUE +48 +48 WAP +44 I GFI GFl p 3 GFI N SCJTEL:503-223-0500 i t gt Q +50"+68" GFI GFl GFS o o PORTLAND,OR 97205 El +ss' C T FAX:503-223-2874 INDIR 21 CONE CONF 21 +66' 5 ❑s 2s 12 7 7 31 COFCEE o G WAP 4 13 ■ ® VENDING DI R 289 292 00 11 12 258 ❑8 0 2 ■ ARCHITECT GROMATZKY DUPREE&ASSOCIATES 29 6 ❑❑ JHIV- VICTORY PLAZA WEST ® ® ® 33 283 3 +44" +44" +44" +44' +44" + STORAGE 1 4 3090 OLIVE STREET,SUITE 500 9 9 257 GFI ■ ■ ■ ■ DALLAS,TX 75219 r_19 1 19 4 4 4 10 10 10 10 - GFI I ( 226 0 ■ TEL: 214-871-9078 I- FAX: 214-871-9869 Ell- 20 20 11 3 90" PTD CIVIL/STRUCTURAL GROUP MACKENZIE STAIR#2 C U �� CONF STO ENGINEER RIVEREAST CENTER 44" 6 6 �Y BREAK RM. O ■ ■ ■ ■ ■ ■ ■ 1 13 1515 SE WATER AVENUE,SUITE 100 285 GFI COPY 7eg 19 � L&D STO 1 � 19 [� 214 - - - 1 r� 299 ELEC/TEL El 9 19 TEL 503-224-9560 214 1 284 28 � 291 LLQ E 28 11 29 7 10 I�T� VIDEO MGR FAX:503-228-1285 L414- 3 ® 3I LJ I.�I 4 1 13��} E _± 11 3 +s� WAP I+66" � 11 3 1 1 � 3 22 ONF 21 3 ELECTRICAL 7550COCHRAN,TEINC. (� � � � � � CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 ® ® 14 11 IJJ TIGARD,OR 97223 +ss" Wqp - ■ TEL:971-205-4263 ® ® STORAGE 36 S 0/TES ® [�] +44- +44- +a4 ■ ■ 298 BENCH CONF 9 E19 a 19 COPY 9 ■ 207 208 U U 11 2 1 224 0 1 4 ELECTRICAL R&W ENGINEERING,INC. 0 ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 ■ ■ ■ ■ ■ ■ ■ ■ BEAVERTON,OR 97005 21 TEL:503-726-3318 BOARDROOM FAX:503-726-3326 11 3 � I�11 �j R I N N �] 295 31 - PTD - 32 I,11 WAP MECHANICAL HUNTER-DAVISSON,INC. ® ® TRAINING 22 rr`I !97Er-t� 22 RAI N I N 9 19 13 ENGINEER 1800 SE PERSHING STREET '0 288 IU �u 294 Wqp PORTLAND,OR 97202 ~ 9 19 4 - I -..._- FAX:505 542-3603 ® TEL:505-234-0477 33 &D MGR 1 19 19 • � 1 19 •19 1 . 19 E 1:1 r� HR MGR VISITOR VISITOR I I DATA S C I -INS II [F] I 25 ❑ ❑ 1 ON 1 1 ON 1 DESIGN MGR 1 ON 1 0OQ] II L&D 287 (� 8 8 �] $ 8 10 � (67 28 209 211 212 LOUNGE ' TRAINER AP 20 13 31 1 23 216 217 218 219 221 TY P • SYSTEM F 215 LANDSCAPE GROUP AST CENTER URN • �- 286 � � WAP WAP � 9 19 MAIL � � � � � � ENG DI ARCHITECT RIVER EASTCENTER 2 E U � 7 222 1515 SE WATER AVENUE,SUITE 100 8 19 � � 8 19 � � � 20 6 � PORTLAND,9560 214 POWER DIAGRAM I. EG AA FAX:503-228-1285 03 _ - I I I 29 SCALE: 1/4"= 1'-0" 24 IIIL I P 11 3 11 3 +66" 21 I +4 U 24 ------------------------ --- - ------------ -- ----------------------------------------- ----- - ------------------------------- ------------- - -- -------------- ---------------- ---- --- -- 24 24 ' 14 14 14 - �- ♦ 24 24 3 11 LOBBY +43" MEN 202 23 GFl 204 34 L------ El a C ' VESTIBULE 34 Issues and Revisions ❑�❑ ❑ +17" 25 201 25 WOMEN G43• 205 No. Date Description 1 13 � ♦ 7 ' POWER PLAN - 2nd FLOOR 01 SCALE: 3/32"=1 '-O" POWER & COMMUNICATIONS GENERAL NOTES POWER & COMMUNICATIONS KEYED NOTES EQUIPMENT LEGEND * PROVIDED AND INSTALLED BY TENANT'S SECURITY COORDINATOR. GC TO COORDINATE. ELECTRICAL LEGEND 1. ALL POWER AND COMMUNICATIONS DEVICES ARE TO BE 18" A.F.F. O.C. 18. FIBER PLANT SHALL BE PROVIDED & INSTALLED BY TENANT. TESTING OF PROVIDE INSTALL TEST COMMENTS PROVIDE INSTALL TEST COMMENTS p DATA ONLY SINGLE GANG BOX FIBER CABLING, INCLUDING REQUIRED PERMITS, SHALL BE PROVIDED BY TENANT. 1 REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS IN THIS ROOM. WITH VERTICAL ORIENTATION UNLESS NOTED OTHERWISE. SYMBOL "+XX" A COMMUNICATIONS ROUGH IN BOX INDICATES MOUNTING HEIGHT ABOVE FINISH FLOOR. GC TO PROVIDE FIBER ENTRANCE FACILITIES INTO BUILDING; COORDINATE PORTABLE EYE WASH STATION LOCATION W/ TENANT. 2 GC TO PROVIDE POWER, ROUGH IN, FOR VOICE & DATA CABLING FROM WALL/COLUMN TO (EXISTING RELOCATED) G.C. G.C. G.C. GC PROVIDE POWER ETC. AS REQ'D 17 PANIC STROBE LIGHT G.C. G.C. G.C. G.C. TO PROVIDE POWER, ETC. AS REQ. a TELEPHONE JACK 2. REFER TO ENGINEER DRAWINGS FOR ADDITIONAL O SYSTEM FURNITURE. REFER TENANTS FURNITURE VENDOR FOR ELECTRICAL REQ TS. STROBE TO BE TRIGGERED BY LOBBY 0 VGA CABLE JACK: WALL RECEPTACLE 0 L REQUIREMENTS. El COPIER WITH FAX LINE TENANT TENANT TENANT GC PROVIDE POWER & DATA ROUGH IN PANIC BUTTON. 19. SECURITY/FIRE ALARM REQUIREMENTS & PREFERRED VENDOR, IF APPLICABLE, GC TO PROVIDE WALL BRACING, DUPLEX OUTLET AND ROUGH IN REQUIRED FOR CAN COORDINATE ELEC. REQ'TS W/ TENANT El INTERCOM G.C. G.C. G.C. GC PROVIDE POWER & DATA ROUGH IN Ar WEATHERPROOF TELEPHONE JACK 3. COORDINATE ALL THERMOSTAT LOCATIONS WITH FURNITURE LAYOUT PRIOR SHALL BE PROVIDED BY TENANT. GC TO VERIFY AND COORDINATE SCOPE OF 3 FOR WALL MOUNTED FLAT SCREEN TV. MOUNTING HEIGHT AS INDICATED. G.C. G.C. G.C. GC PROVIDE POWER WATER LINE ETC. COORD. W/ TENANTS SECURITY VENDOR TO INSTALLATION. REFER TO ENGINEERING DRAWINGS. DO NOT LOCATE WORK WITH TENANT. O El UNDER COUNTER REFRIGERATOR � DUPLEX WALL OUTLET AS REQUIRED. VERIFY WITH TENANT. THERMOSTATS BEHIND FURNITURE PANELS. HIGH CAPACITY FLOOR BOX G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ'D GFl 20. FURNITURE SHALL BE PROVIDED AND INSTALLED BY TENANT. GC SHALL GC TO PROVIDE POWER AND ROUGH-IN FOR VOICE & DATA CABLING TO TENANT'S El FULL-HEIGHT REFRIGERATOR G.C. G.C. G.C. GC PROVIDE POWER WATER LINE ETC. 19FOR POWER/VOICE/DATA � GFI DUPLEX WALL OUTLET 4. REFER TO ENGINEERING DRAWINGS FOR POWER TO PLENUM MOUNTED PROVIDE, INSTALL & TEST ALL POWER TO FURNITURE. GC TO PROVIDE 4 FURNITURE SYSTEM FROM FLOOR BOXES. REFER TENANT'S FURN. VENDOR FOR ELEC. (WILL REQUIRE WIRE SHELVES) AS REQUIRED. VERIFY WITH TENANT. O EQUIPMENT. ROUGH-IN FOR DATA CABLING AND COORDINATE INSTALLATION OF ALL REQ TS. SEE KEYNOTE #13 FOR PRICING ALTERNATE. 20 OVERHEAD PROJECTOR G.C. G.C. G.C. REFER A3.01 FOR LOCATION. QUAD WALL OUTLET COMPONENTS WITH TENANT. El ICE MAKER TENANT TENANT TENANT G.C. PROVIDE MEP AS REQUIRED G.C. PROVIDE POWER ETC. AS REQ'D Q QUAD FLOOR RECEPTACLE; 5. ALL ELECTRICAL SHOWN IS NEW. ACCESS CONTROL PANELS, BY TENANT'S SECURITY VENDOR. GC TO PROVIDE PLYWD ON E MOTORIZED PROJECTION SCREEN TENANT G.C. G.C. MOUNT T.O. SCREEN ® 9'-0" AFF. G.C. TO FLUSH MOUNTED TENANT TENANT TENANT G.C. PROVIDE OUTLETS AT HEIGHTS PROVIDE WALL SUPPORT AS REQUIRED. REFER TO ® COMMUNICATIONS FLOOR RECEPTACLE; 21. COMPUTERS AND SOFTWARE SHALL BE PROVIDED, INSTALLED & TESTED BY WALL FROM 0'-4" ABOVE FIN. FLR TO 8'-4" FT ABOVE FIN. FLR. GC TO COORDINATE F6� MICROWAVES REF. ELEV. FOR QTY. FLUSH MOUNTED 6. WALL MOUNTED PHONES REQUIRE 15" O.C. CLEAR EACH SIDE. ROUGH IN TENANT. GC TO PROVIDE POWER AS REQUIRED. GC TO PROVIDE ROUGH-IN O LOCATION OF ELEC. PANEL AND ACCESS CONTROL PANELS WITH TENANT'S SECURITY INDICATED. REF. INTERIOR ELEVATION. INTERIOR ELEVATIONS FOR WALL LOCATION. ACCORDINGLY. FOR DATA CABLING AND COORDINATE INSTALLATION OF ALL COMPONENTS WITH VENDOR. REFER TO MEP DRAWINGS. O7 COFFEE SERVICE TENANT TENANT TENANT G.C. PROVIDE WATER LINE & DRAIN 22 MARKER BOARD TENANT TENANT TENANT G.C. PROVIDE BRACING AS REQ'D. COORDINATE 0 CAN WALL OUTLET TENANT. PROVIDE CONNECTION TO OVERHEAD PROJECTOR FROM CONFERENCE ROOM TABLE. AS REQUIRED LOCATION AND MOUNTING HEIGHT WITH TENANT. 7. ALL ACCESS CONTROL DEVICES TO BE SEPARATE PERMIT. PROVIDE POWER 6 WATER HEATER G.C. G.C. G.C. G.C. PROVIDE MEP AS REQUIRED � T� POWER/VOICE/DATA, WALL MOUNTED AND COORDINATE WITH TENANTS SECURITY VENDOR. 22. HUB ROOM LAYOUT AND POWER/DATA REQUIREMENTS SHALL BE PROVIDED PROVIDE FLUSH CEILING MOUNTED DUPLEX OUTLET & CAN FOR OVERHEAD PROJECTOR. F-81 23 INTERIOR SINGLE DATA CAMERA* TENANT TENANT TENANT G.C. PROVIDE POWER ETC. AS REQ'D., REF: MEP BY TENANT. ALL SERVERS, SWITCHES, TELEPHONE EQUIPMENT, SHALL BE PROVIDE POWER FOR CARD READER COORDINATE THE REQUIREMENTS WITH TENANT G.C. PROVIDE WATER LINE & DRAIN P � POWER/VOICE/DATA POWER POLE 8. COORDINATE POWER AND DATA/COMMUNICATIONS FEEDS TO SYSTEMS PROVIDED, INSTALLED AND TESTED BY TENANT. GC TO PROVIDE ROUGH-IN FOR O ❑9 HOT COLD WATER DISPENSER TENANT TENANT TENANT 24 EXTERIOR SINGLE DATA CAMERA* TENANT TENANT TENANT G.C. PROVIDE POWER ETC. AS REQ'D., REF: MEP FURNITURE WITH FURNITURE VENDOR. REVIEW LAYOUT PRIOR TO ROUGH IN. DATA CABLING AND COORDINATE INSTALLATION OF ALL COMPONENTS WITH TENANT. SECURITY VENDOR TO BE DETERMINED. / AS REQUIRED ❑v VGA CABLE JACK FLOOR RECEPTACLE: GC TO PROVIDE POWER & DATA CONNECTIONS FROM FLOOR BOXES TO TRAINING TABLES. 10 VENDING MACHINES TENANT TENANT TENANT G.C. PROVIDE MEP AS REQUIRED 25 ELECTRICAL STRIKE / RODS TENANT TENANT TENANT G.C. PROVIDE POWER ETC. AS REQ'D., REF: MEP FLUSH MOUNTED 9. COORDINATE POWER AND DATA/COMMUNICATION IN FLOOR OUTLETS ® 23. REFER TO ENGINEERING DRAWINGS FOR POWER CIRCUITS N SYSTEM O (1 CONNECTION PER SEAT). COORDINATE WITH TENANT'S FURNITURE VENDOR. F T CR N TV & A J TA CEILING MOUNTED WI-FI ANTENNA & CONFERENCE ROOMS W/ TENANT'S FURNITURE VENDOR. FURNITURE. COORDINATE DATA AND VOICE CABLING REQUIREMENTS WITH TENANT Ell LA S EE D US BLE TV: TENANT G.C. G.C. ROUGH-IN FOR CAN AS REQ'D. G.C. F �CLG. FLUSH-MOUNTED RECEPTACLE PERSONNEL. WALL MTD. BRACKET BRACKET: G.C. REFER. SPECS. FOR WALL BRACKET. 26 DISPOSAL G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ D., REF: MEP WITH POWER OUTLET + 2 DATA JACKS 10. REFER TO VENDOR PROVIDED DRAWINGS FOR FURNITURE SPECIFICATIONS. O GC TO PROVIDE POWER & DATA CONNECTIONS (1 CONNECTION PER SEAT) FROM FLOOR Job No. Issue Date 24. "ROUGH IN" TO INCLUDE CONDUIT, BOX, RING AND STRING, TYP. UNO. BOXES TO CONFERENCE TABLE. COORDINATE WITH TENANT'S FURNITURE VENDOR. El � 27 HOT POT TENANT TENANT TENANT G.C. PROVIDE POWER ETC. AS REQ'D., REF: MEP FLOOR POWER/DATA FOR HARD-WIRED WATER DISPENSER G.C. G.C. G.C. G.C. PROVIDE WATER LINE AS REQ D 2 CONFERENCE TABLE. COORDINATE WITH 11. TENANT TO FURNISH AND INSTALL ALL PBX AND PHONES. GC TO PROVIDE POWER & DATA CONNECTIONS FROM ADJACENT WALL TO TRAINING FURNITURE REQUIREMENTS. 12018 1 25. G.C. TO CONFIRM TYPE OF ELEC./DATA SYSTEM WITH TENANT, SUCH AS, 10 El CARD READER * G.C. PROVIDE POWER ETC. AS REQ'D 28 HANGING MARKER BD. & TRACK G.C. G.C. G.C. G.C. PROVIDE BRACING AS REQ'D. COORDINATE CAT5 OR CAT6 ETC. O TABLES (1 CONNECTION PER SEAT). COORDINATE WITH TENANTS FURNITURE VENDOR. G.C. G.C. G.C. LOCATION AND MOUNTING HEIGHT WITH TENANT. c`G 12. TENANT TO FURNISH & INSTALL FIRST AID EQUIPMENT. � REF. MEP ® CEILING POWER OUTLET, FLUSH MOUNTED Issue Packa e CARD READER (POLE MOUNTED)* G.C. PROVIDE POWER ETC. AS REQ'D 29 POSTAGE MACHINE TENANT TENANT TENANT G.C. PROVIDE POWER, ETC. AS REQ'D. g 13. TENANT TO FURNISH & INSTALL WITNESS, TCSC IVR, & ACD. 26. DRAWINGS AND SPECIFICATIONS BY TENANT'S SECURITY VENDOR WILL BE 11 PROVIDE STUB UP IN FLOOR FOR POWER TO ISLAND. 13A & POLE G.C. G.C. G.C. REF. MEP WALL MOUNTED FLAT SCREEN TV SUBMITTED UNDER A SEPARATE PERMIT. O � & ADJUSTABLE WALL BRACKET ISSUE FOR PERMIT 14. GC TO FURNISH & INSTALL ALL FIRE EXTINGUISHERS & CABINETS. El DOOR CONTACT * G.C. G.C. G.C. REF. MEP IDE POWER ETC. AS REQ D 30 FORK LIFT BATTERY CHARGING TENANT TENANT TENANT G.C. PROVIDE POWER, ETC. AS REQ'D. 27. ALL CARD READERS & ACCESS CONTROL DEVICES WILL BE SUBMITTED 12 GC TO PROVIDE 1 DUPLEX PER LOCKER. LOCKERS ARE STACKED 3 HIGH. REF. ELEC. El RECYCLE BIN TENANT TENANT TENANT OOR BOX (POWER, VOICE, DATA) 15. TENANT TO PROVIDE HVAC REQUIREMENTS AT SERVER ROOM AND IDF UNDER A SEPARATE PERMIT - THESE ITEMS ARE SHOWN FOR REFERENCE ONLY. El DOOR OPEN ANNUNCIATOR G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ'D Sheet Title REF. MEP ROOMS. GC TO FURNISH EQUIPMENT, INSTALL & TEST. REFER MEP. 13 PRICING ALTERNATE: PROVIDE POWER POLE IN LIEU OF FLOOR BOXES. * El EXISTING RELOCATED LOCKERS TENANT TENANT TENANT RELOCATE FROM EXISTING FACILITY WAP WIRELESS ACCESS POINT 16. TENANT T 28. INTERIOR COMCAST SIGNAGE ® LOBBY 202 & WALL ADJACENT TO STOR. O El PANIC BUTTON G.C. G.C. G.C. G.C. PROVIDE POWER ETC. AS REQ'D POWER/ EQUIPMENT PLAN 60 PROVIDE REQUIREMENTS AND PREFERRED VENDOR FOR UPS. COORD. W TENANT S SECURITY VENDOR GC TO FURNISH EQUIPMENT, INSTALL & TEST. REFER MEP. #298 IS BY TENANT. GC TO COORD. FINAL LOCATION. / 33 PLOTER TENANT TENANT TENANT G.C. PROVIDE POWER & DATA ROUGH IN 2nd FLOOR 17. EXTERNAL AND INTERNAL SIGNAGE SHALL BE PROVIDED AND INSTALLED BY 29. A/V BY TENANT. GC TO PROVIDE BLOCKING, ROUGH-IN AS REQUIRED. 14 WALL MTD. PLUGMOLD. - COORDINATE ELECT. REQS. W/ TENANT PLUGMOLD Sheet Number 34 NEW 2 HIGH PRE-FINISH TENANT TENANT TENANT TENANT, UNO - REFER: A10.01 DOOR SCHEDULE FOR GC PROVIDED SIGNAGE. MTL. LOCKERS GC TO PROVIDE POWER/ADD'L SUPPORT AS REQUIRED FOR TENANT SIGNAGE. 30. CAUTION: 15 PROVIDE MECHANICAL EXHAUST AT FORK LIFT BATTERY CHARGING AREA At G.C. TO COORDINATE LOCATION OF ELECTRICAL FLOOR BOXES WITH FLOOR JOISTS BELOW PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY CONFLICTS. A2004 COPYRIGHT© 2012 A B C D E F G H J K L M 1 �,O`L-- o 10 E VEST E E MAINTENANCE 1 ON 1 E E E E E E 108 18 17 1 6 I I I 138 E I TE H O S 0 Gr®matzky Dupree & Associates 10 s 1 2 17 6 Project E a ° o 10 10 E E E E IL E -j 18 18 10 17 E _ M H — BATTERY R M 105 128 , TECH CPO, MM co cast 109 TAIR 1 17 245 E E E E E E E E E E 17 1 E TE H E 6 TECHNICAL 10 E 17r7_ FT 1- OPS DIR /� �+ GENERATOR ° 1 6 17 E OPERATIONS 18 107 E E E E 17 E E E E 17 CENTER MDF I (1:7) BEA M HE HE 1 N 1 11308 SW 68TH PARKWAY E E O RDER E 1 7 E TE H E E TIGARD, OREGON 97223 129 E E E E CPS V 17 0 17 E E T2t I _1 7 8 MAINTENANCE CAGE E EA — E E E E E E E E VEST ° 11 1 ° ° ° ° 1 o E 15 Authorization 112 I 15 20 15 125 WAREHOUSE 101 6'-0" 6 E E E E E 3 E E E E E ;e -lieTECH OPEN 17 FFICE 17 2'-0 17 E 123 3 1 o OM N 'EQN = KEITH IRA13USE t-t1 O • " � � E E E E E ,. E E E .. � ;.•.1:1:5..:... ,...:1.1��6...� T 4 ®ALLAS, �ELAS �+ I—NET EQ. '_:0."_. .:� ,, 5 0 EQ CAGE .... :::•: ° o ° o 0 LIO. No 6184 113 :2. o::. :,•:.•.: E E E E E E E E O E E I: .O 17 1 4 E E w w:. Vkl Desi n Team . .. . . •:.50• .;• E E E E E E E E g W TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD .�1 O PHILADELPHIA,PA 19103-2838 10 " „ I TEL:215-286-7950 5 E EQ. 16 —0 16 —0 16 —0 16 —0 16 —0 EQ. 01 FAX:215-286-7990 Lu 4'1 E E 17 E WH WH � WH WH WH WH S I w JI GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 10 M TEL:503-223-0500 ELEC 17 TAIR LOCKERS 1 o I j FAX:503-223-2874 255 5 S 103 ® L122] _ ® ® _ J N E E O ( - ---J ARCHITECT GROMATZKY DUPREE&ASSOCIATES 114 TOMECH E iLE E E I -- VICTORY— 10 17 3090 OLIVE PLAZA ET,S O CV -o- 3090 OLIVE STREET,SUITE 500 119 17 WHA,—g„ 6'-6„ 12'-9„ vT-9„ 7'-1„ 12'-5„ WH TEL: 214-871-9078 J. FAX: 214-871-9869 10 E ELEC U—A—L AI T. E E S ORA E i I CIVIL/STRUCTURAL GROUP MACKENZIE WH WH 102 TECH R — — — I ENGINEER RIVEREAST CENTER 1 21 1515 SE WATER AVENUE,SUITE 100 P1118 PORTLAND,OR 97214 O I I I I E I I I TEL:503-224-9560 ® FAX:503-228-1285 n— IF;71 -13 11M WH WH 6 — ELECTRICAL COCHRAN,INC. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 WH WH O TIGARD,OR 97223 TAIR 2 I I 8,—Q„ �WH O WH WH TEL:971-205-4263 10 285 d-2/A3.03 nI ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 0 0 0 0 o WH WH WH WH WH 1 6 I BEAVERTON,OR 97005 I I I I ( WH I WH TEL:503-726-3318 I I I I FAX:503-726-3326 10 rn w MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET WH ' " WH ' WH WHA WH WH H WH PORTLAND,OR 97202 20'-0" 20'-0" 20'-0" w 20'-0" 18'-0" 18'-0" 18'-0" TEL:505-234-0477 FAX:505-542-3603 LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 01 1 ST FLOOR REFLECTED CEILING PLANr-I SCALE. 3/32"= 1'-0" Issues and Revisions No. Date Description RCP GENERAL NOTES RCP KEYED NOTES REFLECTED CEILING PLAN LEGEND 1. CEILING HEIGHTS AT 10'-0", U.N.O. 011 LITTLE INCH" UNDERCABINET LIGHTS, REF. M.E.P. 16 CHAIN LINK FENCE ABOVE LOCKERS, REF: 04/A3.03 X'—XX" — CEILING HEIGHT ABOVE FINISH FLOOR 2. NEW CEILING GRID IS TO BE CENTERED IN EACH ROOM AS SHOWN, U.N.O. REUSE EXISTING CLG. GRID & TILE. REPOSITION AS REQUIRED FOR — GYPSUM BOARD CEILING NO LESS THAN 1/2 TILE IN EACH DIRECTION. 2 NEW PAINTED GYPSUM BOARD CEILING. 17 EACH RM. PATCH AS REQUIRED. (HEIGHT AS NOTED) 3. ALL GYPSUM BOARD CEILINGS ARE TO BE PAINTED, U.N.O. REF. FINISH PLAN — 2'X4' FLUORESCENT FIXTURE FOR COLOR. 3 CEILING MOUNTED PROJECTOR. VERIFY FINAL LOCATION WITH TENANT. 18 EXISTING LIGHTS TO REMAIN. CLEAN & RELAMP EXISTING FIXTURES. 4. REFLECTED CEILING PLAN INDICATES LOCATIONS FOR LIGHTS, GRILLES, ETC. I tI — EXISTING RELOCATED 2'X4' FLUORESCENT FIXTURE REFER MEP DRAWINGS FOR SPECIFICATIONS ON EACH OF THESE ITEMS. 4 PROVIDE SOUND ATENUATION BATTS ABOVE CEILING TILE 4'-0" EITHER 19 DIMMING BALLAST SIDE OF PARTITION. — 2'X4' LAY—IN INDIRECT FIXTURE 5. PROVIDE LOCAL SWITCHING AT ALL ROOMS. REFER ELECTRICAL PLANS FOR 20 SEISMIC SEPARATION JOINT, REF. SPEC SECTION 09512 CIRCUITING. 5 CENTER DOWNLIGHT IN DRYWALL. — 2'X4' FLUORESCENT FIXTURE 6. PROVIDE EMERGENCY LIGHTING AND EXIT SIGNAGE AS REQUIRED. 0 — 1 'X4' LAY—IN INDIRECT FIXTURE 7. FIRE SPRINKLERS AND NEW DOWNLIGHTS TO BE CENTERED IN CEILING TILE 6 ALTERNATE PRICING: 3" X 6" POWER POLES IN LIEU OF FLOOR s s — SUSPENDED INDIRECT LIGHT TYPICAL U.N.O. BOXES. — 2' OR 8' WALL MOUNTED LIGHT FIXTURE 8. ALL UPPER CABINETS TO HAVE "LITTLE INCH" UNDER COUNTER LIGHTS TO 7 STARTING POINT OF GRID. RUN THE LENGTH OF THE UPPER CABINET TYPICAL. — SUSPENDED FLUORESCENT STRIP LIGHT 10. SUSPENDED P4 LIGHT FIXTURE AT 11'-0" CEILING TO BE MOUNTED g CEILING MOUNTED ELECTRONIC PROJECTION SCREEN, REF. 11/A3.03 — FLUORESCENT COVE LIGHTING BOTTOM OF FIXTURE AT 9'-6" A.F.F. �- — UNDERCABINET LIGHTS 11. SUSPENDED P4 LIGHT FIXTURE AT 10'-0" CEILING TO BE MOUNTED 9 PROVIDE SEPARATE SWITCH FOR THESE FIXTURES. FIXTURES TO HAVE BOTTOM OF FIXTURE AT 9'-0" A.F.F. DIMMERS. 0 — RECESSED DOWNLIGHT FIXTURE 12. SUSPENDED INDIRECT LIGHT FIXTURE AT 10'-0" A.F.F. CEILING TO BE 1 Q OPEN TO STRUCTURE (NO CEILING). NO PAINTING OF STRUCTURE ® — RECESSED WALL WASH FIXTURE MOUNTED BOTTOM OF FIXTURE AT 8'-6" A.F.F. REQUIRED. 13. P1 FIXTURE TO BE MOUNTED BOTTOM OF FIXTURE C� 11 '-6" A.F.F. 11 ROOF LADER AND CAGE. SP1 PENDANT MOUNT FIXTURE Job No. Issue Date 14. P6 FIXTURE TO BE MOUNTED BOTTOM OF FIXTURE C� 9'-0" A.F.F. MP3 PENDANT MOUNT FIXTURE 12 MOUNT B.O. FIXTURE AT 7'-6" AFF. _ 12018 12. 14.2012 ----I P4 8' SUSPENDED INDIRECT DIRECTIONAL FIXTURE 13 MOUNT B.O. FIXTURE AT 8'-0" AFF. Issue Package OP5 — PENDANT MOUNT FIXTURE, BOTTOM OF FIXTURE MOUNTED © 6'-6" ISSUE FOR PERMIT OPEN TO STRUCTURE (NO CEILING). PAINT ALL STRUCTURE, DUCTWORK, 14 SPRINKLERS, CONDUIT AND ALL OTHER VISIBLE ITEMS AT DECK. REF. OP6 — PENDANT MOUNT FIXTURE FINISH PLANS FOR PAINT COLOR. Sheet Title PROVIDE SEPARATE SWITCH FOR THESE FIXTURES. FIXTURES TO ®S — SURFACE MOUNTED EXTERIOR FIXTURE 15 HAVE STEP DIMMING BALLASTS TO PROVIDE DIFFERENT LIGHT REFLECTED CEILING PLAN LEVELS. —2'X4' ACOUSTICAL CEILING TILE Sheet Number 12'-0" MIN. TO BOTTOM OF FIXTURE. GC TO CONFIRM WH PRIOR TO INSTALLATION IF FIXTURES CAN BE MTD. HIGHER. A3001 COPYRIGHT© 2012 A B C D E COFFEE F G H J K L M 272 1 a a 1 4'-0" 80'-0" to I I -I I I e 78'-0" `O a P1 _ E 0 M o I E E 7 2 3 - - - -- a ' 17 CONF � i 11 A3.0 2 4 6 6 6 I 6 P1 E E 6 6 6 E E 6 SI 3M MflR I EQ. Q. LE p p I I (1:7) E E o I I ° o P1 J1001 0 14'-0„ E E o'- LLI TO CENTERLINE OF AL CIRCULAR SUSP. CLG. 6 I :6) Ft I4_0" 13 Jho I Gr®metz Du ree &Associates ECH I 9 6 ro U 275 27 I R o w a IF Project U N U- OPEN OFC Mo OPEN I o o�' 4'-0" 14 106'-0" I a OFCICE I 14 I 11 A3.0 I 10 L138 -_ ,�,- 1 1 A3.03 __j `o. 3'-1 P 0 0 C P 0 P O 0 C ENG S P �GR 6 6 6 6 6 6 P1 4 41 E E � I 6 I I I I I E E IE E E E10 1%%ftw000e 0 C) I 7 7 17 SMB DR � M IR E E LO 26'-0" `" TECHNICAL I 112-176 P, 46 17 ,7 235 3 OPERATIONS I I I I I I I E E I E E D E E E E CENTER 17 ILj S ORA E 14 17 11308 SW 68TH PARKWAY 2 o T E E 253 E E TIGARD, OREGON 97223 1 o I P1 17 R S E E E 20 I C E E ►00n I 247 E 17 I 6 6 _ 6 61 6 _ o S LE I R E E E _ I - I - 4 _ _ _ _ _ _ _ _ Authorization I P1 10 E E 6 6 g °' ° 6 6 E E E 6 I ELECIII 17 ARC 6 0 1 - 17 j�lE E E 17 234I'l1'iI'l B S O S M Rrl N CONST COF E N 1 A O M 7 E 17 23 I KEITH RABUSE P, E G N C � � E E E E E 232 E 1 6 17 I E E E E 1411 I 6 '- I ,AI..Lr S,TEXAS o I I I I 1710 LIC. NJ_ 18 B S 0 S M R Q � o REF: 02/A3.02 OPEN OFC Q 11 A3.0 E E 17 E E 14 223 Q E 0. �-y'� E E �' I I P1 17 1 18"(D- 12" 17 1 1 EN AES M R COY 7 1 N 1 268 267 266 265 264 263 262T Design Team 282 E •. •. :•.•. �-EQ::1" Q.;-. ....• -. •E.GII: 'EQ E E E E I 25. :..' E LNES � ..:,.:....:. w�.:- ':.. ::... E E 11 A TENANT COMCAST CABLE 1 1,-8„ _ 1701 JOHN F.KENNEDY BOULEVARD C1Pi _w. ''� :�' :.I.T=.. :.'.. ':—.g'.': .` I 1 I PHILADELPHIA.PA 19103-2838 E E cfl TEL:215-286-7950 % E E E E E E E _ : . r:. .... S 0 ST M R FAX:215-286-7990 A.P3 PS w EQ �:•. :..' GENERAL LEASE CRUTCHER LEWIS o I D I R E T 1111 :.. �.. :: MEN' I ;:I .. :.2. I 9..-0' .. E E CONTRACTOR 550 SW 12th AVENUE 1 /A3.03 E I UE I E E E �.%. 1 :.:I., ... .2.31, 1 : 1''.: I.' .: I 1 PORTLAND:OR 97205 2 3 _ —— ® co —:r" TEL:503-223-0500 �Ps Ps V N I N P1 0 FFE E . :WOMEN;. o' o Ld FAX:503-223-2874 E E E E ► 9/A3. 3 E _� -1 I'. 0 E 14 »` 296 1 258 ' I .:'.....`. 17 - E E CO IF c o - .-- O w 1 - _I 1 - - - - - p ARCHITECT GROMATZKY DUPREE&ASSOCIATES O 7 I I a I VICTORY PLAZA WEST I 3090 OLIVE STREET,SUITE 500 Z Pe ... :.; E E r J CO F -24T-SOFFIT ® I� - - --- --- 17 E ' Q STAIR 2 17 —® 17 TEL: 214-871-9078 BREAK RM., Pe � Ps � DALLAS,TX 75219 UE 7 I (BREAK RM. $,_o" 1 $,_o„ I $,—o„ I 1PA3.o E E FAX: 214-871-9869 E' STO 14 El 285 .N . 292 I TYP• 1 299 E 20 E E E 19 A3.03 SIM I - 1 E T L 214 CIVIL/STRUCTURAL GROUP MACKENZIE 2 E I I ENGINEER RST CENTER s15 SEWATERAVENUE,SUITE 100 �,:. o`=o' — Pe �ia� — —� Pe 1 297 t ' ' G OTSTBECH 1 I 1 7 PORTLAND,OR 97214 M2 � - I E E: c�'..o 17 I 14 T R G TqrE E _5 6 FAX:503-228-1285 " 7'-0" 7'-0" 7'-0" r- O 9 EI O E E E 1'-o E E E 11/A3 03 1 17 2 $ _ ELECTRICAL COCHRAN,INC. 5 2 5 CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 LINE O F WALL ABOVE - - 2 5 - - 2 E E I I TIGARD,OR 97223 —10 °° °° o'4a - ;°. 00 0`--0 EQ. EQ. E E E HE _Cb PY E TEL:971-205-4263 0 17 4 17 „ - - -I ILLLI X12 - 2 I E E w E E ELECTRICAL R&W ENGINEERING,INC. TRAI ING O E TRAI ING E TRAI ING O 9 P1 a 1 1 A3.o3 ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 _ E I E °'-0 E E 1 E I E I I o BEAVERTON,OR 97005 TEL:5 3-72"318 L&D TRAINERS 2 8 293 2 4 r-11 _ __ P1 12" 14 -INFI FAX:503-726-3326 286 E E E E ., 19 ---- � EQ. EQ. 01 MAIL MGR 1 ON P P P 3 o E E O :• I 206 9,- . 216 217 218 219 221 222 MECHANICAL HUNTER-DAVISSON,INC. N 287 E E E E E E E E E E E E ENGINEER 1800 SE PERSHING STREET E I E E I I E E I L U G TEL:505-234-0477 1,-6' 2'- 1" 2'-1 1" 17 PORTLAND,OR 97202 O E 17 E 17 O I '� :t`'' I 2 9 FAX:505-542-3603 r t� E E E E le E Q:. 4''. E E E E E 17 JE E E E E E E LANDSCAPE GROUP MACKENZIE "I I'' ARCHITECT RIVER EAST CENTER O O O O O I '-- °'-�0� �'�• O I I 2' I :; I I 1515 SE WATER AVENUE,SUITE 100 F77PORTLAND,OR 97214 `_ �. _ TEL:503-224-9560 knell $ P3=-P3—^i3�-�-•: pr MEN FAX:503-228-1285 Lj 1 N __ -:�':.:..•' : 204 Cf ENLRGD . RCP rc.,D, LOBBY 202 20210 03I E� SCALE: 1/4 = 1 -0 E '�Q" 5 WOMEN CY -w' 205 2ND FLOOR REFLECTED CEILING PLAN 9'0!. CY 0 1 Issues and Revisions G VESTIBULE SCALE. 3/329U_w 9- 1 -0 No. Date Description 201 2� oil RCP GENERAL NOTES RCP KEYED NOTES REFLECTED CEILING PLAN LEGEND 1 . CEILING HEIGHTS AT 10'-0", U.N.O. 1 "LITTLE INCH" UNDERCABINET LIGHTS, REF. M.E.P. 16 CHAIN LINK FENCE ABOVE LOCKERS, REF: 04/A3.03 X'-XX" - CEILING HEIGHT ABOVE FINISH FLOOR - ' EQ., TYP. EXISITNG 2. NEW CEILING GRID IS TO BE CENTERED IN EACH ROOM AS SHOWN, U.N.O. REUSE EXISTING CLG. GRID & TILE. REPOSITION AS REQUIRED FOR - GYPSUM BOARD CEILING COLUMN NO LESS THAN 1/2 TILE IN EACH DIRECTION, 2 NEW PAINTED GYPSUM BOARD CEILING. 17 EACH RM. PATCH AS REQUIRED. (HEIGHT AS NOTED) cJ 3. ALL GYPSUM BOARD CEILINGS ARE TO BE PAINTED, U.N.O. REF. FINISH PLAN 18 EXISTING LIGHTS TO REMAIN. CLEAN 8c RELAMP EXISTING FIXTURES. - 2'X4' FLUORESCENT FIXTURE \ c�z - FOR COLOR. 3 CEILING MOUNTED PROJECTOR. VERIFY FINAL LOCATION WITH TENANT. W J z � 4. REFLECTED CEILING PLAN INDICATES LOCATIONS FOR LIGHTS, GRILLES, ETC. 0 - EXISTING RELOCATED 2'X4' FLUORESCENT FIXTURE 2, C) o REFER MEP DRAWINGS FOR SPECIFICATIONS ON EACH OF THESE ITEMS. 4 PROVIDE SOUND ATENUATION BATTS ABOVE CEILING TILE 4'-0" EITHER 19 DIMMING BALLAST - \ o w SIDE OF PARTITION. � 2'X4' LAY-IN INDIRECT FIXTURE I-z 5. PROVIDE LOCAL SWITCHING AT ALL ROOMS. REFER ELECTRICAL PLANS FOR ,o �Nd- z� CIRCUITING. 20 SEISMIC SEPARATION JOINT, REF. SPEC SECTION 09512 - \ \ I - n 5 CENTER DOWNLIGHT IN DRYWALL. O 2'X4' FLUORESCENT FIXTURE .� \ z c:n 6. PROVIDE EMERGENCY LIGHTING AND EXIT SIGNAGE AS REQUIRED. - 1'X4' LAY-IN INDIRECT FIXTURE J �o v 7. FIRE SPRINKLERS AND NEW DOWNLIGHTS TO BE CENTERED IN CEILING TILE 6 ALTERNATE PRICING: 3" X 6" POWER POLES IN LIEU OF FLOOR e - SUSPENDED INDIRECT LIGHT \ �� TYPICAL U.N.O. BOXES. - 2' OR 8' WALL MOUNTED LIGHT FIXTURE 8. ALL UPPER CABINETS TO HAVE LITTLE INCH UNDER COUNTER LIGHTS TO - Q., ry RUN THE LENGTH OF THE UPPER CABINET TYPICAL. 7 STARTING POINT OF GRID. E � I SUSPENDED FLUORESCENT STRIP LIGHT \ ^ I I -----� - FLUORESCENT COVE LIGHTING „ „ „ I 10. SUSPENDED P4 LIGHT FIXTURE AT 11'-0" CEILING TO BE MOUNTED g CEILING MOUNTED ELECTRONIC PROJECTION SCREEN, REF. 11/A3.03 3 -0 3'-0 3 -0 3 -0 BOTTOM OF FIXTURE AT 9'-6" A.F.F. �---� - UNDERCABINET LIGHTS o AP5 '�P5 P5 'I'Ps5 11. SUSPENDED P4 LIGHT, FIXTURE AT 10'-0" CEILING TO BE MOUNTED 9 PROVIDE SEPARATE SWITCH FOR THESE FIXTURES. FIXTURES TO HAVE \ I BOTTOM OF FIXTURE AT 9'-0" A.F.F. DIMMERS. ® - RECESSED DOWNLIGHT FIXTURE 6„ 12. SUSPENDED INDIRECT LIGHT FIXTURE AT 10'-0" A.F.F. CEILING TO BE 10 OPEN TO STRUCTURE (NO CEILING). NO PAINTING OF STRUCTURE ® - RECESSED WALL WASH FIXTURE MOUNTED BOTTOM OF FIXTURE AT 8'-6" A.F.F. REQUIRED. 13. P1 FIXTURE TO BE MOUNTED BOTTOM OF FIXTURE © 11'-6" A.F.F. 11 ROOF LADER AND CAGE. SP1 - PENDANT MOUNT FIXTURE Job No. Issue Date \ 14. P6 FIXTURE TO BE MOUNTED BOTTOM OF FIXTURE C�? 9'-0" A.F.F. - PENDANT MOUNT FIXTURE 12018 12. 14.2012 / 12 MOUNT B.O. FIXTURE AT 7'-6" AFF. MP3 — Issue Package 8' SUSPENDED INDIRECT DIRECTIONAL FIXTURE 13 MOUNT B.O. FIXTURE AT 8'-0" AFF. P4 ISSUE FOR PERMIT OP5 - PENDANT MOUNT FIXTURE, BOTTOM OF FIXTURE MOUNTED © 6'-6" 7' 1 1" OPEN TO STRUCTURE (NO CEILING). PAINT ALL STRUCTURE, DUCTWORK, Sheet Title �- 14 SPRINKLERS, CONDUIT AND ALL OTHER VISIBLE ITEMS AT DECK. REF. OP6 - PENDANT MOUNT FIXTURE FROM COLUMN LINE TO CENTEROF FINISH PLANS FOR PAINT COLOR. i E LIPTICAL SUSPENDED CEILING - SURFACE MOUNTED EXTERIOR FIXTURE REFLECTED CEILING PLAN PROVIDE SEPARATE SWITCH FOR THESE FIXTURES. FIXTURES TO ®S 15 HAVE STEP DIMMING BALLASTS TO PROVIDE DIFFERENT LIGHT Sheet Number LEVELS. 1 L -2'X4' ACOUSTICAL CEILING TILE A3mO2 ENLARGED RCP COFFEE 2 - '- " BOTTOM F FIXTURE. GC TO CONFIRM 12 0 MIN. TO BO 0 0 = 1 _j 11 cc, Til 02 WH PRIOR TO INSTALLATION IF FIXTURES CA . HIGHER. SCALE: 1/4 -0 COPYRIGHT Qc 2012 EXISTING • I I • DECKI I ® e NOTE: : I I 3 TO STUD TOP KOF WHEN THE STRUCTURE IS I I STUD WALL I 0 EXPOSED, CONTINUE GYP. I I BELOW BOARD UP TO DECK. CLG. AS SCHEDULED I I CHAIN LINK FENCE AL CLG. HT. I I I I GYP. ON 3j„ REF. RCP I I GYP. ON 3 " MTL I I MTL STUDS © Gr®matzky Dupree & Associates 5/8" GYP. ON 35/8" MTL I I STUDS © 24" O.C. STUDS © 24" O.C. I I Project CENTERLINE OF 1„ CHAIN LINK FENCE CORNER BEAD, I I 4 TO ALIGN W/ TYP. I I GYP. BOARD REVEAL CENTERLINE OF WALL PRIME AND PAINT FOREGROUND . • . . CLG. HT. REAR DOOR REF. RCP CLG. HT. (EQ. TO USG 093) LOCKERS, REF. TO EA TIS �I� MILWORK DWGS. (WAREHOUSE SIDE) REF. RCP o cas 4$„ 5/8" GYP. BD ON 7/8" HATL5/8 GYP. BD ON 7/8 HAT CHANNELS © 24" O.C. ON 1 „ 1/2" FRONT SUSPENDED CHANNELS © 24" O.C. - BULKHEAD HT. CARRYING CHANNELS © 48 O.C. DOOR ACOUSTICAL TILE TECHNICAL cc, CEILING, TEC ON 142" CARRYING �„ REF: 10/A9.14 (TECHNICIAN CORNER BEAD, NP. REF. SPECS. CHANNELS © 48" O.C. 4-g SIDE) OPERATIONS CORNER BEAD, TYP. TYPICAL GYP , B D . CORNER BEAD, TYP. CENTER TYPICAL FURR DOWN DETAIL BULKHEAD DETAIL CLG . CONTROL JOINT CLG DT L. rc..b LOCKERS 122 TYPICAL BULKHEAD DETAIL 11308 SW 68TH PARKWAY „ , 0%30405 02 = _ ® 1SCALE: 3 =1 -0 SCALE: 3" 1' 0" SCALE: 1 1/2"=1'-0" SCALE: 3"-1 '-0" TIGARD, OREGON 97223 SCALE: 3"=l'-O" ------, ,-- -------------------------------------------- Authorization I T LINE OF WALL BEYOND SPRING CLIP '• I I I I I ID AR U I I •' al CLG_ HT. _ ii 1 V-67 A.F.F. I I �'? 111 I I :: , i STRUCTURE 8 MAX SUSPENDED CEILING 5 8" GYPSUM BOARD I I I I I P� KEIT RA3 S 11 / I VERTICAL f1� a SYSTEM. FINISH AS •� I I ; I I I s� 111 SCHEDULED. ON 3-5/8 METAL ,. :• STUD FRAMING. FINISH I I I HANGER I li n �' i i i WIRE i ® LIC. Na 1 TEXAS . DAL-LAS, STABILIZER BAR AS SCHEDULED • 11 I I I I 111 TO KEEP PERIM. I I I 11 COMPONENTS I I SPLAY WIRE I Or I cfl 1 SUSPENDED CEILING Y .} I i SECURED TO WALL ANGLE Il FROM SPREADING FINISH AS SCHEDULED. I I - CEILING GRID APART --- I STRUCTURE I ------- Design Design Team CROSS TEE I I I TENANT COMCAST CABLE �d� I I I ( �' I 1701 JOHN F.KENNEDY BOULEVARD CLG. HT. _ _ ` :;...:.:v.;:._:..:.: .:•....• ...••:.• •. :. y. ;:•, .:.; . .,.,,..•,; I I I PHILADELPHIA,PA 19103-2838 ITEL:215-286-7950 9'-0" A.F.F. FAX:215-286-7990 EQ. E a ------ 0* 0 0 " 2 FOR HIGH SEISMICI I 2 ( ) CORNER I I ADJUSTABLE LENGTH VERT. BEAD, TYP. 1'-6" 6" w I I = COMPRESSION STRUT TO ; GENERAL LEASECRUTCHERLEWIS PREVENT VERT. MOVEMENT o D i CONTRACTOR PORTLAND,OR 550 SW 12th 72 5 MAIN TEE I TEL:503-223-0500 LINE OF WALL BEYOND NOTE: VERIFY CONNECTION DETAILS STRUTS LOCATED 12'O.C., i o o (HEAVY DUTY) I FAX:503-223-2874 % POP RIVET WITH CEILING MANUFACTURER. 6 MAX. FROM WALL, TYP. I Q • REQUIRED ON •' 2X WD. BLOCKING AS REQ'D. TWO ADJACENT _ ARCHITECT VICTORY PLAZA WEST ASSOCIATES WALLS3090 OLIVE STREET,SUITE 500 •• � �------------------------------------------------------� DALLAS.TX 75219 DOOR, REF: TO SCHEDULE TEL: 214-871-9078 FAX: 214-871-9869 LG . DETAIL @ TRAINING ROOM CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER NOT USED SEISMIC CLG . SEPARATION 28822932294 8c BOARDROOM 295 SEISMIC DETAIL C� CEILING GRID 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 „ „ 10 0� TEL:503-224-9560® 6 _ - 07 SCALE: 3"=l'-O" - - NOT TO SCALE FAX:503-228-1285 SCALE. 3 1 0SCALE. 1 1/2 -1 0 ELECTRICAL COCHRAN,INC. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 EXISTING EXISTING EXISTI NG DECK ELECTRICAL R&W ENGINEERING,INC. DECK DECK ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 NOTE: ., I I I I I I I I :� BEAVERTON,OR 97005 TEL:503-726-3318 WHEN THE 'STRUCTURE IS FAX:503-726-3326 EXPOSED, CONTINUE, GYP. I I I I I I I I .' BOARD UP TO DECK. MECHANICAL HUNTER-DAVISSON,INC. SUSPENDED CEILING I I I I ENGINEER PORTLAND,OR1800 SE I9 20NG 2TREET SYSTEM. FINISH AS I I I I TEL:505-234-0477 • I I SCHEDULED. FAX:505-542-3603 3j" STUD KICKER TO TOP OF STUD WALL BELOW �p LANDSCAPE GROUP MACKENZIE AXIOM CLASSIC I I 5/8" GYPSUM BOARD ON 5/8" GYPSUM BOARD ON 5/8" GYPSUM BOARD ON ARCHITECT RIVEREAST CENTER ERA » 1515 SE WATER AVENUE,SUITE 100 PERIMETER TRIM I I 3-5/8" METAL STUD I I 3-5/8" METAL STUD FRAMING. I I I I 3-5/8 METAL STUD FRAMING. PORTLAND,OR 97214 FRAMING. FINISH AS I I FINISH AS SCHEDULED. I I I I FINISH AS SCHEDULED. TEL:503-224-9560 : I I FAX:503-228-1285 2X WD. I SCHEDULED. Agk CLG. HT. I BLOCKING I ' I RECESSED DOWNLIGHT, /:: REF. RCP I I AS REQ'D I I I I REF: RCP 11 1 CORNER e e o e Q ....... a e v e e n BEAD, TYP. CEILING HEIGHT REF: RCP CLG. AS711 SCHEDULED � I ti ACOUSTICAL I ,.. SUSPENDED CO • . ... .. ... ... . .. - . CLG. HT. CLG. HT. _.. . .. .. .. . . .. . ........_ _ . ..� ... . . , . ... TILE CEILING I I - -- --- GYP. ON 3 MTL 10'-0" A.F.F. 10'-0" A.F.F. STUDS ® 24" O.C. - 1,_0„ 2'-0" E EQLOP . 2,_0>, CORNER CORNER WOOD BLOCKING Issues and Revisions AS REQ D FACE No. Date Description BEAD, TYP. BEAD, TYP. CLG. HT. NEW STOREFRONT SYSTEM LINE OF NEW STOREFRONT WALL BEYOND SYSTEM 10 -0 A.F.F. OF CORRIDOR SIDE BREAKROOM SIDE CORRIDOR SIDE BREAKROOM SIDE WALL SUSPENDED CEILING SYSTEM. CLG. HT. 4,-4„ BEYOND REF. RCP FINISH AS SCHEDULED. CORNER BEAD, TYP. 8 CORNER BEAD, TYP. CLG . D ETAI L CEILING DETAIL I @ VENDING BREAKROOM 296 BREAKROOM 296 L � VENDING BREAKROOM 296 CEILING DETA LSUSPENDED CLG . DTL. TYPICAL BULKHEAD DETAI 1 1 123"=l'-O" 131/2"=l'-O" 14 SCALE: 1 1/2"=l'-O" 15 SCALE: 1 1/2"=l'-O" SCALE: 3"=l'-O" SCALE: SCALE. 1 EXISTING 4'-0" DECK SCORED 2'-0" X 4'-0" LINE OF WALL BEYOND LAY-IN TILE ti F. 00 O 0 O O o CLG. HT. 0h)0 00�ffl)U 0090ftil(ffi " 11 -D A.F.F. •°;. I I `� ��� I I RECESSED RECESSED I I : RECESSED I I I I ° p ° ° ° �_,, --------- SUSPENDED CEILING ° >I° ° ° �-�� �----------- --- SYSTEM. FINISH AS �• I I DOWNLIGHT, DOWNLIGHT, I I •:i. DOWNLIGHT, o i SCHEDULED. 6 I I REF: RCP REF: RCP I I REF: RCP CORNER I BEAD, I I I I LAY—IN LIGHT FIXTUREU0 ~MAY BE SLACK ---- 12 GA. WIRES AT EACH CORNER OR I Job No. Issue Date I I I OPPOSITE - I AT ST AT DIAGONALLY0 OS E LEA .; .. I CLG. HT. .\.. .f , •L ..-.. 4 ..tip•• V 1. CORNERS ANCHOR WIRE TO STRUCT. I _ _ -- -- _ - 12. 14.2012 ABOVE (MIN. THREE TIGHT TURNS IN I I 1 0 0 .�I 12018 1-1/2" AT EACH END OF WIRE) i A.F.F. 1'-0" REF: RCP REF: RCP REF: RCP PENDANT MOUNTED FIXTURES SHOULD i i CORNERdo 7 Issue Package CENTER DOWNLIGHT (AND/OR NOT BE ABLE TO SWING INTO OTHER i LIGHTING FIXTURE i BEAD 2' 0" ii SPRINKLER HEAD) IN CEILING TILE BUILDING COMPONENTS. EISMIC CLIP I ISSUE FOR PERMIT TYP. 41 PENDANT LIGHT 5 8" GYPSUM BOARD ON 5'-0" II FIXTURE, REF: RCP / Sheet Title 3-5/8 METAL STUD #8 x Y4" SHEET I LINE OF WALL BEYOND II I II FRAMING. FINISH AS WALL HT. RCP DETAILS TEE METAL SCREW I '� SCHEDULED. " >-.r'•::•< ° STOREFRONT SYSTEM, 1�------------------ (BY OTHERS)_J) :,..::..:... ::. 8 -0 REF: W7/A10.02 TYPICAL A.F.F. EQ. EQ. CORNER BEAD, TYP. Sheet Number CEILING DETAIL @ LOBBY #202FIXTURE LOCATIO DETAIL SEISMIC DETAIL LIGHTING , 17 20 1'-2" WD. BLOCKING AS REQ D. - 1 6T T SCALE SCALE. 1 1/2 -1 0 TOP & BOTTOM SCALE. 1 1/2"=l'-O" NO 0 A3003 COPYRIGHT© 2012 Alk Ak M TL K J H G F E D C M KB A I I I 1 1 r r I I I I I Gromatzky Mpree &Associates Project 0 C St E9 E9 E9 cc, FR TECHNICAL OPERATIONS CENTER LL] A lK X 11308 SW 68TH PARKWAY II II I TIGARD, OREGON 97223 \- 1 3 5 4 Authorization APS KEITF113ABUSE C� EXTERIOR ELEVATION - WESTA I 01DALLAS, TEXAS SCALE: 1/8"=1'-0" ® LIC. NO 6184 OF Off. Design Team TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 FAX:215-286-7990 9 8 7 6 5 4 3 2 1 GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 TEL:503-223-0500 FAX:503-223-2874 i ARCHITECT GROMATZKY DUPREE&ASSOCIATES I VICTORY PLAZA WEST I 3090 OLIVE STREET,SUITE 500 c DALLAS,TX 75219 TEL: 214-871-9078 L_ FAX: 214-871-9869 i � 3 f CIVIL/STRUCTURAL GROUP MACKENZIE I ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 f PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 5.3 4.7 1 � � � � � � � � f � I I ; ELECTRICAL COCHRAN,INC. N EW ENTRY CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 F] CANOPY I TIGA�RD,-O 5-4263 I i ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 B.O. BEAM BEAVERTON,OR 97005 j TEL:503-726-3318 10'-0" ; FAX:503-726-3326 I ! f l T.O. DOOR MECHANICAL HUNTER—DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET \ / PORTLAND,OR 97202 TEL:505-234-0477 FAX:505-542-3603 II ®II LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 1�— — - - - I � I PORTLAND,OR 97214 I TEL:503-224-9560 � �- I I FAX:503-228-1285 i — — — GRADE LEVEL T 04 A5.01 I EXISTING DEMOLISH TO REMAIN NEW ENLARGE® CANOPY ELEVATION WSC XTERIOR ELEVATION - SOUTH ®`'�' Issues and RevisionsSCALE. 1/4 =1 —0 LE: 1/8"=V-0" No. Date Description -A EXTERIOR ELEVATION NOTES 01. ALL ITEMS EXISTING, U.N.O. 1 2 3 4 5 6 7 8 -A 9 02. MATERIAL SYMBOLS ARE TYPICAL AT ALL SIMILAR ELEVATIONS UNLESS OTHERWISE NOTED. -A 03. NOTE: ON 'FINISH TO MATCH' MATERIAL NOTES, COLORS TO BE CUSTOM AS REQUIRED. I I I I I I I I I 04. FIELD MATCH EXISTING COLORS NOTED. I I -A ................ .. . . . . . . . . . . . . . . . . . . . . . .......... -- — i EXTERIOR ELEVATION KEYED NOTES I 1 / 1 NEW PR. HM DOORS & FRAME. 2 NEW HM DOOR & FRAME. 3 CUT NEW OPENING IN EXISTING CONC. WALL PANEL FOR NEW DOOR(S). 4 NEW HM DOOR & FRAME IN NEW EIFS INFILL PANEL. 5 REMOVE EXISTING PR. HM DOORS & FRAMES AND INFILL VOID W/ MTL. STUD CONSTRUCTION Job No. Issue Date W/ EIFS FINISH TO MATCH EXISTING CONCRETE WALL PANEL. EEO 12018 12. 14.2012 IV Issue Package ISSUE FOR PERMIT 2 3 Sheet Title EXTERIOR ELEVATIONS Sheet Number EXTERIOR ELEVATION-- NORTHA500103 SCALE: 1/8t$=12-022 COPYRIGHT© 2012 V-1 18" K DOOR & FRAME, H J 5/8" GYP. BD. OVER REF. TO DOOR1» 3» 3-5/8" MTL. STUDS @ SCHEDULE 2'-02 1 -108T16" O.C., TYP. ALIGN ALIGN EXISTING CORNER EXISTING EXISTING EXISTING FURR-OUT 5/8" GYP. BD. d- � FURR-OUT BEAD, I z I FURR-OUT I FURR-OUT I z OVER 3-5/8" I TYP. CD c� MTL. STUDS ® Q 5/8" GYP. BD. OVER Q 16" O.C., TYP. 3-5/8" MTL. STUDSAt 16" O.C., TYP. 2 - - 2 3 - - 3 - - 3 - - 4 - - I I I I I Imo- Z Z Gr®matzky Dupree &Associates 0 0IE 0E 010 �o Q Q Project 5/8 GYP. BD. � J FURR-OUT w OVER 3-5/8" Q a I ALIGN MTL. STUDS ALIGN 16" O.C., TYP. EXISTING FURR-OUT74 CORNER 17 0 C S BEAD, CONT. 5/8" TYPE "X" CONT. 5/8" TYPE "X" 5/8" GYP. BD. OVER TYP. GYP. BD. OVER GYP. BD. OVER 3-5/8" 3-5/8" MTL. STUDS ENCLOSE EXIST. COLUMN W/ CONT. 5/8" 3-5/8" MTL. STUDS MTL. STUDS © 16" ® 16" O.C., TYP. TYPE "X" GYP. BD. OVER 3-5/8" MTL. @ 16" O.C., TYP. O.C., TYP. TECHNICAL STUDS @ 16" O.C., TYP. :'I OPERATIONS COLUMN PLAN D ETAI L rcb COLUMN D ET I L @ COLUMN PLA D ETAI L @ TECH COL. PL. DTLO @ B REAK COL. Q TECH . OPPS, COL. DTL. @ WOMEN CENTER BREAK ROOM # 127 BREAK RM . 127 OPEN OFC . 123 — 1H F. R . RM . 127 — 1HR. F. R. SUPPO 132 — 1HR. F. R. RESTROOM # 115 11308 SW 68TH PARKWAY 0 1 0 2 �D3 „ ®"q-- 0�-A 0 5 TIGARD, OREGON 97223 SCALE: 1-1/2"=V-09) SCALE: 1-1/2-99=11-Ops SCALE: 1-1/2 =1 -0 SCALE: 1-1/2"=l'-O" SCALE: 1-1/211=19-090 SCALE: 1-1/2"=l'-O" Authorization 5/8" GYP. BD. G E H J J J \\ K L OVER 3-5/8" MTL. STUDS © \ / OD 16" O.C., TYP. 5/8" GYP. BD. LOCKER DOOR. \\ // LOCKER DOOR. OVER 3-5 8" FINISH TO \\ // FINISH TO MATCH �j / MATCH EXISTING EXISTING FACILITY r MTL. STUDS © \\ // EXISTING ,� EXISTING EXISTING FACILITY KEIT RABU E F - 16 O.C., TYP. _ TYP \ LOCKER / LOCKERS, TYP. Gow 77 URR OUT FURR-OUT I z FURR OUT I z I LOCKERS, P DALLAS, EXAS c� c� 4„ 4„ L;C. NO 61PA Q Q Y r71ao FINISHED PANEL EXISTING `� °° �° FURR-OUT FINISHED PANEL 1`"t �, - v 6 MTD. WITH Z MTD. WITH Z 0 4 3 5 6 — CLIPS. G CLIPS. FINISH TO MATCH V FINISH TO MATCH C I I I I EXISTING FACILITY EXISTING FACILITY Design Team LOCKERS, TYP. I ��,� LOCKERS, TYP. TENANT COMCAST CABLE Z "Z" CLIP OVER P "Z" CLIP OVER 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 -I 2X WOOD 2X WOOD Q .�.— —� TEL:215-286-7950 z BLOCKING, TYP. rT Tl BLOCKING, TYP.L FAX:215-286-7990 EXISTING ALIGN ALIGN J —ALIGN EXISTING LOCKER 53" FURR-OUT I Q I I FURR-OUT 8 GENERAL LEASE CRUTCHER LEWIS 5/8" GYP. BD. LOCKER DOOR. I LOCKER DOOR. CONTRACTOR 550 SW 12th AVENUE OVER 3-5 8" 5/8 GYP. BD. FINISH TO 1 „ FINISH TO MATCH PORTLAND,OR 97205 / OVER 3-5/8" MATCH EXISTING 3 0 EXISTING FACILITY TEL:503-223-0500 MTL. STUDS L L16" O.C. TYP. MTL. STUDS © FACILITY CLEAR INSIDE LOCKER LOCKERS, TYP. FAX:503-223-2874 5/8 GYP. BD. 16" O.C., TYP. LOCKERS, TYP. Li —LY— OVER 3-5/8" ARCHITECT GROMATZKY DUPREE&ASSOCIATES MTL. STUDS ® VICTORY PLAZA WEST 16" O.C., TYP. VARIES VARIES 3090 OLIVE STREET,SUITE 500 DALLAS,TX 75219 TEL: 214-871-9078 FAX: 214-871-9869 COLUMN DET IL MAI NT. TECH RM * COLUMN DTA IL COLUMN PLAN DE TA IL COLUMN PLAN DE TA IL COLUMN PLAN DE TA I CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER CONF. RM . 124 118 , BREAK 296 PLOT RM . 237 @ STORAGE RM . 121 @ STORAGE RM . 121 @ LOCKERS ROOM 122 1615 SE WATER ORTLAND,OR972E�UE,SUITE100 ® 6 0 7 A ®8 „ , „ ® V 10 TEL:503-224-9560 FAX:503-228-1285 SCALE. 1-1/2"=l '-O" SCALE: 1-1/211=1 )-Opp SCALE: 1-1/21$=11-091 SCALE: 1-1/2 =1 -0 SCALE: 1-1/2"=l'-O" SCALE: 1-1/219=1)-Opp ELECTRICAL COCHRAN,INC. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 EXISTING c ELECTRICAL R&W ENGINEERING,INC. C E F J FURR-OUT TO G H J G 5/8" GYP. BD. r G ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BE DEMOLISH OVER 3-5/8" TEL 503-726-3318 VERTON, 97005 F1°-23 MTL. STUDS © FAX:503-726-3326 8 NEW 16" O.C., TYP. GLAZING SYSTEM EXISTING FURR-OUT MECHANICAL HUNTER-DAVISSON,INC. 1'_01» ENGINEER 1800 SE PERSHING STREET CONDITION 4 I PORTLAND,OR 97202 EXISTING I CONFERENCE I I I I W D. TEL:505-234-0477 I I I EXISTING I CAULK SHIM ALIGN ALIGN FAX:505-542-3603 FURR-OUT II I I ROOM #208 �II II FURR-OUT z BOTH CORNER SIDES LANDSCAPE GROUP MACKENZIE Z c� PD, C� _► ARCHITECT RIVER EAST CENTER Ln0 I I I I Q Q BLOCKING 1515 SE WATER AVENUE,SUITE 100 AS REQ'D. TEL:503-224-9560 TLAND,OR 214 FAX:503-228-1285 II II 5 I I 11 7 - - 3 6 w Q —� L----=-- J BLOCKING U `-Id- LO ( EXISTING FURR-OUT AS REQ D. 74 �— CAULK 5/8 GYP. BD. LBOTH OVER 01 3- /8" EXISTING C BEAD, 2'-g$» ALIGN I ALIGN CORNER SIDES 'QFMTL. STU S © FURR-OUT 16" O.C., I TYP. 5/8" GYP. BD; �'P• WD. 5/8" GYP. BD. OVER 3-5/8 SHIM 5/8 GYP. BD. „ MTL. STUDS OVER 3-5/8" OVER 3-5/8 16" O.C., TYP. Issues an evasions / MTL. STUDS © NEW 5/8 GYP. BD. OVER 3-5/8 GLAZING MTL. STUDS © 16" O.C., TYP. No. Date Description MTL. STUDS ® 16" O.C., TYP. 16" O.C., TYP. F.V. - CONFIRM SYSTEM LL CONDITION TO ARCHITECT COLUMN @ OPEN COLUMN DTL-, @ STO , TET BENCH 207 , COLUMN PLAN D TAIL COLUMN PLAN DETAIL COLUMN TL. OFFICE #269 BOARDROOM 295 CONFO208 & CO FEE 224 @ PM0 0FFICE 242 BREAK ROO VENDING 296 COFFEE 258 13 14 15 SCALE. 1-1/2"=l '-O" SCALE: 1-1/2"=l'-O" SCALE: 1-1/2"=l'-O" SCALE. 1-1/2"=l '-O" SCALE: 1-1/2'1-0" SCALE: 1-1/2"=l'-O" TOILET ENCLOSURE H TOILET PAPER GRAB BAR C E F F G G PARTITION DISPENSER © TOILET ENCLOSURE I I BLOCKING DOOR & FRAME, AS �3�� 5/8" GYP. 91_„ REF. TO DOOR I I 5/8 GYP. BD. 5/8 GYP. BD. 8 BD. OVER 2 SCHEDULE I I REQ'D. ————— OVER 2-1/2" OVER 3-5/8" _ .� MTL. STUDS @ MTL. STUDS ® 3 5/8 /^ — ALIGN — —— ——— — —— ———— \ 16" O.C., TYP. I 16" O.C., TYP. EXISTING I MTL. ALIGN STUDS @ ALIGN d- ALIGN FURR-OUT I 16" O.C., � v z TYP. J 0 a J ol 7 — 2 BLOCKING 7 — J 5 Ilao BLOCKING AS Q AS REQ'D. 10 _—_——_— " J REQ D. EXISTING CAULK 5/8 GYP. BD. Q FURR-OUT Q �— OVER 3-5/8" ALIGN BOTH ALIGN Job No. Issue Date EXISTING EQ. EQ. SIDES MTL. STUDS © I I ————————— EXISTING I EXISTING 8 z — FURR-OUT ————————— FURR-OUT FURR-OUT 16" O.C., TYP. 5/8" GYP. BD. SHIM Q EXISTING WALLS 12018 12. 14.2012 OVER 3-5/8" 5/8" GYP. BD. SHIM o _ m � TO REMAIN MTL. STUDS © OVER 3-5/8" NEW - w J Issue Package 16" O.C., TYP. MTL. STUDS © GLAZING 5/8 GYP. BD. OVER 3 5/8 J �Q 16" O.C., TYP. SYSTEM MTL. STUDS © 16" O.C., TYP. ISSUE FOR PERMIT CONDITION WAREHOUSE #101 Sheet Title PLAN DETAILS QH COLUMN PLAN DETAI COLUMN PLAN DE AILWAREHOUSE 101 & COLUMN DET I L (a COLUMN @ ENG * CPLAN D ETAI L MEN RESTROOM 231 TRAINING RM , 288 TRAINING R 294 BOARDROOM 295 CO ST. AP 251 @ LOBBY 202Sheet Number 18 19 19A _ 20 SCALE. 1 -1/2"=l'-O" SCALE. 1-1/2"=l'-O" SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"-1'-0" SCALE. 1-1/2"=1'-0" A7n0l COPYRIGHT© 2012 METAL DRYWALL EDGE 5j" 7�" 5/8" GYP. BD. EACH SIDE 1 • 1" THICK EIFS OVER 5/8„ TRIM, TYP. AT CORNERS MATCH J# 4 EXTERIOR SHEATHING ON 6 I I EXIST. 2" X 5 7/8 16 GA. — 6". AAL STUD, TYP.(AS SPECIFIED) MTL STUDS ® 16" O.C.. / RE LL SCHEDULE " GYP N " GROUTED SOLID HOLLOW CABINET TRIM PAINT TO MATCH ADJACENT 5/8 G BD 0 3„5/8 METAL DOOR FRAME N WALL. ELASTOMERIC PAINT MTL. STUDS CSD 16 O.C. 1 Y2 MIN. CLEARANCE AT CABINET TUB SHALL BE BASF THOROLASTIC W/3 1/2" BATT INSUL. 14 GA. INSULATED HM (BEYOND) WALL REF. PLAN FOR SMOOTH TEXTURE : CONTINUOUS BACKER DOOR, REF. SPEC'S LOCATION : . ROD AND SEALANT �nloo� CABINET TUB, REF. ALUM. THRE HOLD IN 5 C° PLAN FOR LOCATION DOOR SWEEP/ FULL SEALANT BED 68„ ATTACHMENT SCREW, 5/8" GYP BD ON 3 5/8" MTL. 2" x 5 7/8" 16 GA. WEATHERSEAL INSERT 12' 14 R.O. NP. STUDS ® 16" O.C. W/3 1/2' I I GROUTED SOLID HOLLOW 3/4"' EXPANSION JOINT10 10 FIRE EXTINGUISHER ... .. . .. .. / AS SPECIFIED METAL DOOR FRAME, W MOLDED JOINT FILLER 1Y" O.D. PIPE HAND RAIL BATT INSUL. � W/ MOLDED SPEC'S 4 EXISTING CONCRETE FIRE EXTINGUISHER FLOOR SLAB TO REMAIN o NOTE: (AS SPECIFIED) CONT. BACKER ROD AND SEALANT I SLOPE 1/4"/FT. I VERIFY R.O. DIM. • N W FIRE EXTINGUISHER FIRE EXTINGUISHER PLAN CONT. WEATHERSEAL ® L N/ FIRE AND JAMBS FULLY RECESSED g � CAB. MFG. CABINET .• _ ._h,-{ '�' r � '.,ra� ter ....•:. .., .. !^ Gr®matzky Dupree Associates 14 GA. INSULATED HM Z Project DOOR REF. SPECS � I � * � � r; ry 0 c� T.O. OPENING :.. .. . . ... •. . . . . w '. o Q NOTE: VERIFY R.O. DIMS. � � L` WITH FIRE EXTINGUISHER W EL. XXX y J ' MFG. .•. : .. '- :sum. ......................................................... N .4:v .. .. a .......................................................... - T nr. d. a •.. .. .. _ <. EL.. XXX . ' : � 20 GA. GALV. L CLIP ., '�••..:. ..::....•.:• . . . . ... .... AT OPENING PERIMETER P o 0 0 0 � � � � � z 00 o cast CONTNUOUS BACKER 1 HICK EIFS OVER 5/8" EXTERIOR SAW—CUT EXISTING o � �� � �'. Q a CL PROVIDE ANCHORAGE AND » / CONC. TILT—WALL FOR � � � o o ��� �° �� ��� � �4� � ��' � � � PAINTED STL. HANDRAIL � v o ROD AND SEALANT SHEATHING ON 6 MTL STUDS ® 3 � �� .#, '" BRACKET PER MFR. 0 MATCH 7 " NEW DOOR OPENING � � �� � _ BLOCKING AS REQUIRED FOR SECTION @ FIRE I Of ff » � ,: = 0 ::: {. "' ..' 16 O.C.. PAINT TO MATCH EXIST. 2 X 5 7 8 16 GA. ��� � �� " / 2 DOOR OPENING - � �'" � �- ���� r,� � ��� �� � ` _ SPECIFIC SUBSTRATE WHERE ADJACENT WALL. ELASTOMERIC PAINT ' EXTINGUISHER d- ,: , GROUTED SOLID HOLLOW 14 GA. INSULATED HM � �� � � HANDRAIL ATTACHMENT OCCURS CABINET, TYP. TECHNICAL METAL DOOR FRAME, SHALL BE BASF THOROLASTIC DOOR, REF. SPEC s REF. SPEC'S SMOOTH TEXTURE �� � �� OPERATIONS FULLY RECESSED FIRE p CONT. WEATHERSEAL ® CENTER NTE R HM DOOR HEAD HEAD AND JAMBS HM DOOR JAM B HM DOOR SILL HAN D RAI L D ETAI L EXTINGUISHER CABINET 11308 SW 68TH PARKWAY 01 „ , „ ' 02 „ , „ 03 » 0 4 " , „ -)5 ff > „ TIGARD, OREGON 97223 SCALE: 3 = 1 —0 SCALE: 3 = 1 —o SCALE: 3 = l'—D" SCALE: 3 =1 —0SCALE: 1 1/2 =1 —0 Authorization EXISTING CONC. 47„ TILT—WALL PANELs �� �� m 5/8" GYP. BD. EACH SIDE RETURN TRIM , � � �s � _ 1" THICK EIFS OVER 5/8" CABINET TUB 6" METAL STUD, TYP.(AS SPECIFIED)­21 � � , RE: WALL SCHEDULEAp � r � � � :. CONT. BACKER ROD AND �� &k, �� a 4 EXTERIOR SHEATHING ON 6 I �, REF PLAN FOR SEALANT �� :� F , � MTL STUDS ® 16" O.C.. A � 3r� � PAINT TO MATCH ADJACENT LOCATION wcy r : I IA �, � � ����� �� ����� � y��� WALL. ELASTOMERIC PAINT CABINET TU '`,, 1" �� > REF. PLAN FOR C,'� KEIT B S T.O. OPENING �� ��"�, N� ,� � ; T �6 � TH R TI . 4 4- ATTACHMENT SCREW,^ 4A� LOCATION SHALL BE BASF 0 OLAS C MAY R.O. NP, ^ o . EL.: 107'-2 1/4;' AR FRE EXTENGUISHER S SMOOTH TEXTURE I I VARY IDALLAS, T'EXA ~�- AS SPECIFIED = LIC. NO. 1 5/8 GYP BD ON 3 5/8 MTL. FIRE EXTENGUISHER � STUDS ® 16" O.C. W/3 1/2" w " I I I o NOTE: (AS SPECIFIED) OF 00 5/8 GYP BD ON 3 5/8 MTL. BATT INSUL. I VERIFY R.O. DIM. PLAN ® FIRE STUDS @ 16" O.C. W/3 1/2' N � W/FIRE EXTENGUISHER BATT INSUL. I I w CAB. MFG. EXTENGUISHER — Design Team -� v RECESSED CABINET I U PLUMBING TENANT COMCAST CABLE I •' � FURRED WALL 1701 JOHN F.KENNEDY BOULEVARD r LL- W PHILADELPHIA,PA 19103-2838 „ „ TEL:215-286-7950 1 THICK EIFS OVER 5/8�� I I U T.O. SLAB ,° I Q �z r=1�-� Q CABINET TUB, C LG. HT. I � � REF. FAX:215-286-7990 EXTERIOR SHEATHING ON 6 � aA � � � b I X a PLAN FOR LOCATION :. :. EL.. 100'-0" � �¢�Ty � �;u �� 1 I Q = MTL STUDS @ 16 O.C. PAINT NT T MATCH AD NT T� � . : � : ;. „, � �, � w - o GENERAL LEASE CRUTCHER LEWIS A 0DACE _ � gi� 3 5/8 METAL � � � � �� s CEILING AS I I ^ z c� 550 SW 12th AVENUE WALL. ELASTOMERIC PAIN T � � �� x — STUD W 5 8„ 1 ^ CONTRACTOR PORTLAND,OR 972 5 A #* SCHEDULED :. 1-- 00 m / / TEL:503-223-0500 P t SHALL BE BASF THOROLASTIC w �� R � � I I .' 2 d- Q CONT. BACKER ROD AND ��� `�� �re��,� SMOOTH TEXTURE SEALANT , ,4 � �� � � I I SIDE 1 HR � � ^ N EACH FAX.503-223-2874 GYP BD EA G PrX'• A ' :.=mow p RATING, MIN. PER A.D.) & T.A.S �r L�. • • _ E PULL HANDLE ARCHITECT AssoclarEs =� I I PLAN FIRE SECTION © FIR GROMATZKY DUPREE& VICTORY PLAZA WEST EXISTING CONC. FLOOR �� �� �� �, �� EXTENGUISHER EXTENGUISHER 3090 OLIVE STREET,SUITE 500 � � � � � �� � � $: ' RECESSED CABINET SLAB �� a RETURN TRIM DALLAS,TX 75219 �� � � � a � � �,- I I , TEL: 214-871-9078 CABINET TYP. FAX: 214-871-9869 : I I ; SEMI - RECESSED FIRE CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER STUCCO INFILL @ H EAD/JAM B STUCCO INFILL @ SILL I I EXTINGUISHER CABINET 1515 SE WATER PORTLAND,OR972E�UE,SUITE100 ® " ' " ®� " ' " I I ® " ' " TEL:503-224-128 SCALE. 3 = 1 —0 SCALE: 3 = 1 —0 ;, I SCALE: 1 1/2 =1 —0 60 FAX:503-228-1285 I .: ELECTRICAL COCHRAN,INC. T.O. WALL I CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 8�—p�� I `. TIGARD,OR 97223 TEL:971-205-4263 I %; NOTE: `'. CONFIRM HEIGHT I OF WALL W/ °—° ELECTRICAL R&W ENGINEERING,INC. I _` ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 OWNER PRIOR BEAVERTON,OR 97005 TO PROCEEDING I I TEL:503-726-3318 2 X 4 WD. BRACING PROVIDE WD. L I I FAX:503-726-3326 AS REQ'D. BLOCKING AS t I R EQ'D. Y I V-6" MECHANICAL HUNTER—DAVISSON,INC. I ENGINEER 1800 SE PERSHING STREET ° I �P' PORTLAND,OR 97202 TEL:505-234-0477 FAX:505-542-3603 I IL0100 r7 I LANDSCAPE GROUP MACKENZIE I I ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 I I I 5/8" GYP. BD. OVER 3-5/8" I I : MTL. STUDS I .: 16" O.C., TYP. I I I i L I ,♦ f � If I I Issues and Revisions No. Date Description I L• I I �• I I I I v I I .v I I P LAN D ETAI L 15 I I SCALE. 1 1/2"=V-0" ff I I � I I I I I I �: IA " PLYWOOD OVER 5/8" GYP. BD. ON I ( ` 7» 2X4 WOOD STUDS 3-5/8" MTL. STUD I 188 ® 16 O.C. FRAMING. FINISH AS SCHEDULED I I ` � I I ; I R w I U-)ICO I I � CONT. PLUGMOLD I 1 .0 I I ti 4" I I CLR. � I DOOR & FRAME, x l I :Y REF. TO DOOR o I I SCHEDULE I BASE AS 5/8" GYP. BD. Job No. Issue Date SCHEDULED OVER 3-5/8 FINISH FL. I 1�6" O.C.,DTYP. 12018 12. 14.2012 o'—o" Issue Package REF. FLOOR PLAN ISSUE FOR PERMIT Sheet Title DETAILS 19 WALL SECTION DETAIL @ TRAINING ROOMS- #2882293 & 294 20 PLANDETAIL Sheet Number SCALE. 1 1/291=11—Oto SCALE. 1 1/2"=11-011 A7mO2 COPYRIGHT© 2012 A EXISTING SECOND 8" STYLE 'J' ALUMINUM FLOOR TO REMAIN ° FASCIA e _ 2ND FIN. FLOOR 2 3/4"x6"x.078 4, 3x3 x.25x2 1/2 CONTINUOUS FLASHING EXTRUDED ALUMINUM '° 1 16'-0" (VERIFY) EXTRUDED ALUMINUM CLIP AND/OR SEALANT, BY 1"x5"x1"x.125X2" INTERLOCKING DECKING ANGLE @ WALL (2) Q OTHERS EXTRUDED ALUMINUM FASCIA SUPPORT e EXISTING BUILDING 4 ` 1/2"Ox2 1/2" SAE GRADE BRACKET " w_==--_�PII III.�1II1II IIIIIIIIIIII_IIIII_.IIIIIIIII.WIIIII�.®II�, IIII�_IIIII IIIIIII(I(aIIIIIIi•II aIIP•°IIb�PII^II P•s I6°aII,•II�IIIII�III•bIIIP-III,III P III 'II_,IIi-°.ffiIIIa IIIa�II__IIP II�aI1,IM�Ime�4^I0i•a'i,I�I.I_4•P°:'-g:l,..��h-'`_•'_p.°-.-_®."_eaIe.Tp P Pd•',:III_=I'1�PI p II II:°aIib II IlP IIl sII I�I`.PI��'PI AII: IIlP IIl PIId�Ii°I.i.II°.'II:qIIdPI�a:p'P I��:°-IP•,IIIIIIIII—IIIIIIIIIiId IIIIIi II1II II1IIII1I1d==—_=II1�II. I1II) -4GlI a• d I 2 T0HRU BOLT W / WASHERS & NUT POWERS 1/2"x2 3/4" ( — �— I ' 0 I ,f CO LIIU MN nloo CARBON STEEL EXTRUDED ALUM I NUM d- Gr®matzktdG( y� Dupree � ` A � s s� o c iat e s POWER—BOLT ANCHOR DRAIN (#6930) Project HSS SUPPORT POST #8-18 TEK SCREW @ 9" AND BEAM SECTIONS 5/8" GYP. BOARD a. ° O.C. BELOW (TYPICAL) EXISTING CONCRETE ON 3 5/8" MTL. WALL PANEL GUTTER MOUNTED STUDS @ 16" O.C., SCUPPER (BEYOND) TYP. W/3 1/2" BATT REF. PLAN FOR \—HSS4x7xl/4" SUPPORT 04/A7.03 INSULATION INFILL LOCATIONS GUTTER MOUNTED 2 3/4x6x.078 BEAM co C St EXTEND TO DECK °SCUPPER (BEYOND) — EXTRUDED ALUMINUM A � PROVIDE MEMBRANE REF. PLAN FOR INTERLOCKING DECKING ISOLATION STRIPS LOCATIONS BETWEEN STEEL AND HSS4x4x1/4" SUPPORT 2 3/4"x6"x.078 TECHNICAL ALUMINUM MEMBERS TYPICAL) INTERLOCKINGOPERATIONS NING DECKING (TYP,CAL)T.O. OPECENTER-107'-2 1/4" (VERIFY) TECH ENTRY CANOPY DETAIL TECH ENTRY CAN 0 PY D ETAI L 11308 SW 68TH PARKWAY 19 1 8 TIGARD, OREGON 97223 06 SCALE: 1 1/2 —0 SCALE: 11/2 1 — 1" THICK EXTERIOR STUCCO FINISH SYSTEM OVER 5/8" 18 A7.03 EXTERIOR SHEATHING. PAINT TO MATCH ADJACENT WALL Authorization 07/A7.02 SIM. POWERS 1/2"x2 3/4" FACE OF EXISTING CARBON STEEL 2 3 4"x6"x.078 BUILDING POWER—BOLT ANCHOR EXTRUDED ALUMINUM � (#6930) @ WALL — 24" INTERLOCKING DECKING O.C. MAX. � 07/A7.02 8" STYLE JALUMINUM HSS4x4x1/4 SUPPORT C,-*) KEITH BUE EXISTING FLOOR 1x5x1»x.125X2 FASCIA POST EXTRUDED ALUMINUM SLAB TO REMAIN FASCIA SUPPORT 1/2"�x3" SAE GRADE 2 DALLAS, TEAS BRACKET 8 STYLE J LICNO. 6;6 T.O. SLAB 0 HEX BOLT / EXTRUDED ALUMINUM FOOTING, REF. STRUCT.ANCHOR CONCRETE SLAB AND FASCIA (TYPICAL) 19/A7. 13 Design Team�I lEd I I � I I I 1=1 I 11 I TENANT COMCAST CABLE9BOULEVARDd I lEE1 PHILADELPHIA, 1103-838 1701 JOHN F. DY 950 PROVIDE MEMBRANE FAX:215286790 ISOLATION STRIP BETWEEN STEEL AND ALUMINUM MEMBERS (TYPICAL) GENERAL LEASE ER LEWIS CONTRALTO 550 SW 12th AVENUE PORTLAND,OR 97205 SCUPPER SCUPPER TEL:503-223-0500 FAX:503-223-2874 HSS4x7x1/4" SUPPORT BEAM GUTTER MOUNTED SCUPPER — REF. PLAN ARCHITECT GROMATZKY DUPREE&ASSOCIATES HSS4x4x1/4" SUPPORT FOR LOCATIONS VICTORY PLAZA WEST 3090 OLIVE S52E9T,SUITE 500 COLUMN DALLASTX TEL: 214-871-9078 FAX: 214-871-9869 CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER1515 SE WATER UE,SUITE 100 PORTLAND,OR 97214WALL SECTION @ WALL INFILL TECH ENTRY CANOPY DETAIL TECH ENTRY CANOPY DETAIL TECH ENTRY CANOPY ROOF PLAN TEL:503-224-9560 SCALE: 1/2 1 —0 14 SCALE: 1 1/2 —0 1 %3 SCALE: 1 1/2'> 12 SCALE: 1/2+ —0 FAX:503-228-1285 ELECTRICAL COCHRAN,INC. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 2 2 0 TIGARD,OR 97223 TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 FAX:503-726-3326 EXISTING SECOND MECHANICAL HUNTER-DAVISSON,INC. FLOOR TO REMAIN ENGINEER 1800 SE PERSHING STREET I °._-..e�.°`•x��d...�ead•.: __�—III I _—I� r III► � I I I 1yd_"b• �.�:•.'..d`4•d�e•�°,dQ$eP�:-: ��, �d-�I. I_I III IIId II . �N aI II..III� d I, II d-I. I•:I. II III •� .�-. �� I—III III III —/\_ w IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII(II IIIIIIIIIIIIIIIIIIII — ' (III�IIIIIIII IIIIII 1III1IIII I — FIX—TURES — — IIIII i PORTLAND,OR 97 20 2 2ND FIN. FLOOR TEL:505-234-0477 FAX:505-542-3603 . • 116 -0 (VLANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 1n00EXISTING BUILDING EXISTING BUILDING PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 6,-6„ 6f-6„ 1 _0„ 19/A7.03 n 18/A7.03 0 2 3/4"x6"x.078 8" STYLE JEXTRUDED ALUMINUM EXTRUDED ALUMINUM INTERLOCKING T.O. CANOPY FASCIA DECKING(TYPICAL) (TYPICAL) 111'-1 3/8" 5/8" GYP. BOARD 5/8" GYP. BOARD I HSS4x4x1/4" ON 3 5/8" MTL. ON 3 5/8" MTL. B.O. CANOPY SUPPORT COLUMN Issues and ReviSTUDS @ 16" O.C. STUDS @ 16" O.C. 110'-7" TYP. W/3 1/2" BATT TYP. W/3 1/2" BATT ROUTE 3/4" CONDUIT ,-0 BELOW CANOPYINSULATION INFILL INSULATION INFILL B.O. SUPPORT BEAM No. Date Description si o n EXTEND TO DECK EXTEND TO DECK DECKING TO SURFACE 110'-0MOUNTED LIGHT SURFACE MOUNTED qr NEW 3'-0" X 7'-0" FIXTURES LIGHT FIXTURE A 01 A7.02 (TYPICAL OF 2) HOLLOW METAL ROUTE 3/4CONDUIT DOOR REF. ELECTRICAL HSS4x7x1/4" BELOW CANOPY SUPPORT BEAM DECKING TO SURFACE MOUNTED LIGHTT.O. DOOR T.O. DOOR 107'—0" —(VERIFY) 107 -0"—(VERIFY) 01 A7.02 NEW HOLLOW METAL DOOR AND FRAME NEW 3'-0" X 7'-0" � REF. DOOR SCHEDULE HOLLOW METAL HSS4x4x1/4" — — SUPPORT COLUMN FOR SIZE DOOR AND FRAME 02/A7.02 02/A7.02 SURFACE MOUNTED LIGHT FIXTURE FACE OF EXISTING (TYPICAL OF 2) BUILDING REF. ELECTRICAL 03/A7.02 03/A7.02 13/A7.03 NEW CONCRETE SLAB AND FOOTING, EXISTING 3'-0" X EXISTING FLOOR REF. STRUCTURAL 7'-0" HOLLOW SLAB TO REMAIN SLOPE 1/4" METAL DOOR T.O. SLAB PER FOOT T.O. SLAB 100,_0„ Hss4x4x1/4" SUPPORT COLUMN ----IIII III1IIIIIl 1=1 UIIIIIIIIIIIIIIF71 IIIIIIIIIII I 1IiI.a.I• Ip•P IIP�IIb=PII 4-•:.Ia°�m II-�IIP'P.II._�P�-.I�PA.I:®.I-I.°.II�IIQ-•I,.PI tri'd�PII-��.IIm I�-I I:.P�.��P4:A:I..��®6 I�III Pp.I.�p PI..I,PI�I°°IIPPI I�I°�°.-IA:PI�-°iI��-llPli�I::•I�P'Ii PII°_6.IIA..II.aIi�.•IlPIl�II�:�'P nIIIPI I::-.IIIII IIIIIIIIIiIIIIl 1III1III1III---_—IIIII--II1II =---IIII_III IIIIIIIIIIIIIII IIIIIIIII I1III1IIiIIII II 1 II IIII 1I'1I.°.Il• Ia_P'_°I.P.®I��PI.-.: °qP.I ,¢I.I',I:P�•.�IId�.II•.�i�- •1lIlP I1=1 1III _ 1=1 I I �•NI�o•trI P•^I,'•P�I°�•AI Pe•�•.I�i:s„�°:s ti•Pl:�.•���°,�,�,=I P� I.••q�I•.�IP4I�a.6'I• gyI aaI,;m•..I•.'Igi•.bIQ•.I a'I•:PIIPb _L1 Ll N 1=1 I I I 1=1 I 1 I I I I I I I 1=1 I I ill— I I I I 1_1 I I 1=1:.IIIIII IIIIIIIIIIII IIIIIIIIIII IIII III1 IIII IIIIIIIIIIII lIIIiIIIlIII IIIIIIIIIIII IIIIIIIIIIII IIIIII1IIl1I IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIINIIIII IIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIII!II IIIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIIII—IIIIIIIIIII IIIIIIIII-1III=III,IIII�III°1III-�IIIN II IIIIIIlIII IIIIIIIIIII iIIIlIII lII IIIIIIIIIIII: III — _ _ _ _ --- _ _ - - --- --- - - - - --- -- - - — III Job No. Iss1=1 I5E1 II IFE1 I I II I F 12018 12. 14.2012 LINE OF CONC. SLAB Packa eIssue LINE OF CANOPY ISSUE FOR PERMITllI=, 71 'll i Ili Ill OVERHANG ABOVE Sheet Title TECH ENTRY CANOPY Sheet NumberALL SECTION0%.go E DOOR TECH E TRY CAN0PY SECTION TEC ENTRY CA OPY FRA I G PL - 0504 02 1'-0 SCALE: 1/2 = 1 0 SCALE: 1/2 = 0 SCALE: 1/219 A7mO3 COPYRIGHT @ 2012 FINISH PLAN GENERAL NOTES FINISH SCHEDULE FINISH SCHEDULE 1 . PAINT EXISTING COLUMNS WP16, U.N.O. 2. GROUT JOINTS IN CERAMIC TILE FLOORS TO ALIGN WITH GROUT JOINTS SYMBOL PRODUCT TYPE MANUFACTURER COLOR REMARKS SYMBOL PRODUCT TYPE MANUFACTURER COLOR REMARKS _ ON CERAMIC TILE WALLS. GENERAL FLOORS 3. PROVIDE RESILIENT TRANSITION STRIP RTS AND METAL TRANSITION G1 HARDWARE FINISH REFER TO SPECIFICATIONS TBD BY ARCHITECT (RTS) F1 EXISTING FLOORING TO REMAIN STRIP (MTS) AT ALL CHANGES IN FLOOR MATERIALS. G2 INTERIOR WOOD DOORS REFER TO SPECIFICATIONS ROTARY CUT WHITE BIRCH, STAIN TO MATCH ARCHITECTS SAMPLE F2 SEALED CONCRETE REFER TO SPECIFICATIONS REFER TO SPECIFICATIONS VERIFY EXIST. CONC. LOCATION G3 INT. PTD. H.M. DOORS FRAMES SHERWIN WILLIAMS SEMI—GLOSS FINISH TBD 4. WALL TILE BASE TO BE CUT THE SIZE NOTED IN THE SCHEDULE. G4 GROUT CUSTOM BUILDING PRODUCTS TBD LOBBY FLR TILE FC1 CARPET TILE — FIELD INTERFACE FLOR, 50CM X 1M ALLITERATION 9723—PLANK SIZE; HEMLOCK EARTH RUST INSTALL—VERTICAL ASHLAR FINISH ALL EXPOSED EDGES. G5 GROUT LATICRETE TBD RESTROOM WALLS & BASE FC2 CARPET TILE — FIELD INTERFACE FLOR, 50CM X 1M ALLITERATION 255504-009, PLANK SIZE; MINERAL EARTH RUST BRICK INSTALLATION 5. AT C5 & C6, PAINT ALL EXPOSED STRUCTURE, DUCTWORK, CONDUITS, G6 WINDOW FILM 3M FROSTED CRYSTAL 77251E-324 FC3 CARPET TILE — FIELD INTERFACE FLOR, 50CM X 50CM ALLITERATION #9723, HEMLOCK EARTH RUST QUARTER TURN INSTALLATION SPRINKLERS AND ALL OTHER VISIBLE ITEMS AT EXPOSED CEILING AREAS G7 MIRRORS REFER TO SPECIFICATIONS REFER TO SPECIFICATIONS FITNESS FC4 CARPET TILE — FIELD INTERFACE FLOR, 50CM X 50CM ALLITERATION #255504-009, MINERAL/EARTH RUST QUARTER TURN INSTALLATION AS INDICATED ON SCHEDULE. G8 INTERIOR ALUMINUM FRAMES TO BE SELECTED CLEAR ANODIZED ALUMINUM FC5 CARPET TILE — ACCENT INTERFACE FLOR, 50CM X 50CM MONOCHROME, COLOR: EARTH RUST 101817 QUARTER TURN INSTALLATION G9 RESTROOM PARTITIONS HADRIAN COLOR: #504 LINEN C6 CARPET TILE — ACCENT INTERFACE FLOR, 50CM X 50CM VIVA COLORES, COLOR: TORMENTOSA 101 144 VERTICAL ASHLAR INSTALLATION Gr®matz Dupree &Associates 6. PROVIDE HORIZONTAL MINI—BLINDS AT ALL EXTERIOR WINDOW G10 MINI—BLINDS HUNTER DOUGLAS COLOR: 318, S18LVER CLOUD C7 CARPET TILE — LOBBY INTERFACE FLOR 50CM X 1M — VERTICAL ASHLAR INSTALLATION LOCATIONS, UNO. GRASMERE PLANK SIZE 102851 FELL G11 MELAMINE SHELVING TO BE SELECTED COLOR: WHITE FC8 WALK—OFF MAT MILLIKEN, 50CMX50CM CLEANSWEEP; STREET SMART, 202 CHARCOAL F__ Project G12 METAL LOCKERS TO BE SELECTED TO BE SELECTED LOCKER ROOMS FC9 BROADLOOM 7. PATCH, LEVEL AND CLEAN EXISTING FLOOR AS REQUIRED. G13 RESIN PANELS 3—FORM STYLE: TRAFFIC+SURF, FRONT: TRAFFIC EMBOSS, BACK: SANDSTONE, 3/$" THICK INTERFACE FLOR 6' ROLL GOODS ALLITERATION #255504-009, MINERAL EARTH RUST UNBACKED FOR STAIRS, DIRECT GLUE 8. BASE ONLY OCCURS AT DRYWALL CONDITIONS, U.N.O. NO BASE G14 COR—TEN STEEL OCCURS AT EXISTING EXPOSED COLUMNS OR EXTERIOR STOREFRONT. FV1 VCT ARMSTRONG MIGRATIONS, T3501 PLATINUM GRAY, 12"X12" FV2 VCT ARMSTRONG MIGRATIONS, T3509 MUSHROOM BEIGE, 12"X12" 9. ALL WALK OFF CARPET TO BE FLUSH WITH ADJACENT TILE. G.C. TO FV3 VCT ARMSTRONG MIGRATIONS T3520 MOSS GREEN 12"X1 BUILD UP CARPET PAD AS REQUIRED. 2 FV4 VCT ARMSTRONG STONETEX: 52161 CHARCOAL, 12"X12" 10. REFER 01/A9.01 FOR FOR FLOOR FINISH PLAN BASE FV5 STATIC DISSIPATIVE ARMSTRONG 51951 , ARMOR GRAY MDF #131 B1 4" RUBBER WALL BASE ROPPE STRAIGHT BASE COLOR: 123 CHARCOAL FV6 VCT ARMSTRONG STRIATIONS: T3617 FOREST FLOOR 12"X24" TECHNICAL 11. REFER 01/A9.02 FOR FOR WALL FINISH PLAN B2 TILE BASE AMERICAN TILE—MY MOOD, MY LIGHT 6" X 24" BASE CONTACT: AZI SOLTANI 972-571 -9591 FV7 VCT ARMSTRONG STRIATIONS: T3604 MIDNIGHT 12"X24" OPERATIONS 12. ALTERNATE: PROVIDE NEW ROPPE RUBBER FLOORING FOR B3 TILE BASE PANTHEON URB-014 6" X 24" BASE CENTER STAIRS #245 & #255 FT1 FLOOR TILE AMERICAN TILE MY MOOD, COLOR: MY SAND, 12" X 24" RESTROOMS, BRICK PATTERN INSTALL 11308 SW 68TH PARKWAY 13. ALTERNATE: PROVIDE FC2 CARPET IN ELEVATOR 271 FT2 FLOOR TILE PANTHEON URB-015, 12" X 24" LOBBY 202, RESTROOMS 204, 205 TIGARD, OREGON 97223 14. ALTERNATE: REMOVE EXIST. TOP CAP © STAIR 255, PROVIDE SS1 CEILING TOP CAP Cl 2x4 LAY—IN TILE ARMSTRONG COMMERCIAL FINE FISSURED SECOND LOOK, WHITE, 15/16, ANGLED TEGULAR 15. ALL COLUMNS IN OPEN OFFICE TO BE PAINTED WP16, U.N.O. C2 EXISTING CEILING TO REMAIN PLASTIC LAMINATE C3 PAINTED GYPSUM BOARD SHERWIN WILLIAMS—FLAT FINISH SNOWBOUND — SW7004 Authorization C4 NO CEILING OPEN TO STRUCTURE NO PAINTING IS REQUIRED PL1 PLASTIC LAMINATE PIONITE VANA WF131 , SUEDE COPY COUNTERS FINISH PLAN KEYED NOTES PL2 PLASTIC LAMINATE FORMICA BURNT STRAND 6307-58 COPY VERTICALS C5 NO CEILING OPEN TO STRUCTURE SHERWIN WILLIAMS—FLAT FINISH SNOWBOUND — SW7004 SEE NOTE #5 PL3 PLASTIC LAMINATE WILSONART STEEL MESH 4879-38 COFFEE COUNTERS R0EFER RESTROOM ELEVATIONS FOR FINISH CALLOUTS. C6 NO CEILING OPEN TO STRUCTURE SHERWIN WILLIAMS—FLAT FINISH PORPOISE — SW7047 SEE NOTE 5 PL4 PLASTIC LAMINATE FORMICA CARDBOARD SOLIDZ SCULPTED 7813—SP COFFEE VERTICALS �`� AR,, 1 C7 PAINTED GYPSUM BOARD SHERWIN WILLIAMS—FLAT FINISH TRANQUIL AQUA — SW7611 COFFEE CLG. #258 PL5 — C8 2x4 LAY—IN TILE W/AXIOM TRIM ARMSTRONG COMMERCIAL FINE FISSURED SECOND LOOK, WHITE, 15/16, ANGLED TEGULAR & 4" PLASTIC LAMINATE FORMICA BELUGA BEIGE 3698 58 COFFEE 258 COUNTER ,�� fes,,' 2 NEW DOUGLAS FIR TOP CAP @ STAIR 255 WHITE AXIOM TRIM PL6 PLASTIC LAMINATE PIONITE PEARL OF THE ORIENT, AG601 SUEDE LOBBY DESK, LAB 235, ENG NOC 232 KEITH RASU E ; 3 PROVIDE CONCRETE UNDERLAYMENT AS REQUIRED FOR WALK—OFF INSET. PL7 PLASTIC LAMINATE WILSONART ASIAN SUN, 7951K-18 RESTROOM VERTICALS 204 & 205 LOBBY CARPET & INSET TO BE FLUSH W/FLOOR TILE. PROVIDE METALWALLS PL8 PLASTIC LAMINATE FORMICA STORM SOLIDZ 3605-58 LOBBY DESK BASE, VERTICALS DALLAS, EXA ' PL9 PLASTIC LAMINATE NEVAMAR RIO HAZE RG6001T RESTRM COUNTERS 1 15 1 16 LICNO 61 229 231 ' TRANSITION STRIP AS REQ'D. W1 FRP PANOLAM COLOR: SILVER, EMBOSSED FINISH 4'-0" EA. SIDE MOP SINK, 5'-0" AFF PL10 PLASTIC LAMINATE FORMICA CARDBOARD SOLIDZ SCULPTED 7813-58 MW TOWER VENDING 296j 4 EXISTING FLOORING TO REMAIN. WP1 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH TOQUE WHITE SW7003 OPEN OFFICE GEN. PAINT WP2 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH AGREEABLE GRAY — SW7029 GEN. WALL PAINT—OFFICES OF 5 EXISTING FLOORING TO REMAIN. GC TO VERIFY EXISTING TYPE & CONDITION. WP3 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH UNCERTAIN GRAY — SW6234 OFFICE ACCENT WALL WP4 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH TOASTED PINE NUT — SW7696 OFFICE ACCENT WALL SS1 SOLID SURFACE OKITE 1625, BIANCO REGINA Design Team WALLS ABOVE SOFFIT C� BREAK 299 TO BE WP11. SEE NOTE #5 FOR BREAK RM COUNTERS LOBBY DESK 6 EXPOSED CLG. WP5 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH ESCAPE GRAY — SW6185 OFFICE ACCENT WALL SS1 SOLID SURFACE AVONITE K3-8585, SILVER COMET LOBBY DESK TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD WP6 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH GAUNTLET GRAY — SW7019 MAIN CORRIDOR ACCENT PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 7 REF. INT. ELEV. FOR ADDITIONAL FINISH INFORMATION. WP7 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH TRANQUIL AQUA — SW7611 OPEN OFFICE LOBBY ACCEN FAX:215-286-7990 CARPET PATTERN LEGEND WP8 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH SASSY GREEN — SW6416 TRNG. CORR. ACCENT WP9 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH ANJOU PEAR — SW6381 TRNG. CORR. ACCENT GENERAL LEASE CRUTCHER LEWIS CARPET CARPET TILE WP10 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH RHUMBA ORANGE — SW6642 TRNG. CORR. ACCENT CONTRACTOR PORTLAND,OR 97205 TILE TEL:503-223-0500 AERTIC L WP11 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH PORPOISE — SW7047 TRNG. CORR. ACCENT TRANSITIONS FAX:503-223-2874 Nop QUARTER WP12 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH BRANDYWINE — SW7710 MENS RESTROOM ACCENT TURNED PATTERN (3 STEP WP13 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH MOODY BLUE — SW6221 WOMEN'S RESTROOM ACCENT RTS RESILIENT TRANSITION STRIP JOHNSONITE RRS—XX—D COLOR: PEWTER 38 CARPET TO VCT CONCRETE ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLAZA WEST TT OFFSET) 14 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH ARMAGNAC — SW6354 BREAK RM. ACCENT MTS1 METAL TRANSITION STRIP SCHLUTER RENO—SCHIENE, COLOR: SATIN ANODIZED ALUMINUM CONCRETE TO TILE 3090 OLIVE STREET,SUITE 500 MONOLITHIC WP15 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH TONY TAUPE — SW7038 BREAK RM. ACCENT MTS2 METAL TRANSITION STRIP SCHLUTER RENO—U, COLOR: SATIN ANODIZED ALUMINUM TILE TO CARPET TDA ,TX ES 2148717-9078 TT WP16 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH DORIAN GRAY — SW7017 COLUMNS FAX: 214-871-9869 WP17 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH AMAZING GRAY — SW7044 OPEN OFFICE ACCENT CIVIL/STRUCTURAL GROUP MACKENZIE WP18 WALL PAINT SHERWIN WILLIAMS—EGGSHELL FINISH RYEGRASS — SW6423 ENGINEER RIVEREAST CENTER CARPET TILE 1515 SE WATER AVENUE,SUITE 100 ICK PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 REFER FINISH WT1 WALL TILE AMERICAN TI " ALTERNATES LE MY MOOD. MY LIGHT, 12 X 24 RUN GRAIN HORIZONTAL RESTROOMS ELECTRICAL COCHRAN,INC. Ne PLAN FOR WT2 WALL TILE AMERICAN TILE MY MOOD: MY LIGHT 3.8" X 24" RESTROOMS FV6 VINYL WOOD PLANKS ARMSTRONG, NATURAL CREATIONS ARBOR ART, TP052, AMERICAN WALNUT SIENNA CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 DIRECTION. TIGARD,OR 97223 WT3 WALL TILE PANTHEON ENDURE, URB-012, 12" X 24" FV7 VINYL WOOD PLANKS ARMSTRONG, NATURAL CREATIONS ARBOR ART, TP047, RITE WOOD COAL TEL:971-205-4263 B BASE ELECTRICAL R&W ENGINEERING,INC. WW 1 WOOD WALL PLANKS TERRA MAI 5/$ THICK X 6WIDE X RANDOM LENGTHS (4 —12 ) CLEAR SOLID DOUGLAS ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 WALL W— C— CEILINGFIR PANELING PLANKS, MIXED GRAIN, BLIND NAILED. S4S, T & G EDGE. TEL 50372263VERTON,0$97005 FINISH: WATER BASED POLYURETHANE. FAX:503-726-3326 MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET PORTLAND,OR 97202 TEL:505-234-0477 FAX:505-542-3603 LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 Issues and Revisions No. Date Description -A -A Job No. Issue Date 12018 12. 14.2012 Issue Package ISSUE FOR PERMIT Sheet Title FINISH SCHEDULE Sheet Number AR AM IN f-19 ■ 00 COPYRIGHT© 2012 i ® s 0 Gr®matzky Dupree &Associates Project o cast TECHNICAL OPERATIONS CENTER 11308 SW 68TH PARKWAY TIGARD, OREGON 97223 Authorization AR KEITH RABU E cc, r DLLAS, I EXAS � LIC. NO. 1 4 0.F��� Design Team TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 FAX:215-286-7990 GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 TEL:503-223-0500 A B C D E F G H J K L M FAX 503-223-2874 ARCHITECT GROMATZKY DUPREE&ASSOCIATES 090 OR VE PLAZA TRS500 µ' r . . . DALLAS,TX 75219 u - Al 1 ON 1 •f�8; EST TEL: 214-871-9078 • F2 E ' FAX: 214-871-9869 VEST 138 106 06 'I {, 17 EXISTING �� �T ` 1 _ FC3 • • TECH OPS CIVIL/STRUCTURAL GROUP MACKENZIE MAINTENANCE F1 , ALIGN ENGINEER RIVEREAST CENTER � � � PPO 1515 SE WATER AVENUE,SUITE 100 ,OS PORTLAND,OR 97214 1 ON FC3 ED ED TEL:503-224-9560 1 <� 4 4 FAX:503-228-1285 - m 137 FC3 _� I ELECTRICAL COCHRAN,INC. 4 '' 4, CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 ` a TIGARD,OR 97223 14 4 TEL:971-205-4263 EXISTING - �; �' � ' BATTERY RM – – Tak MECH STQ 105 12 'T ,� min I �4, 'F2 - c R&W ENGINEERING,INC. 41 da ENGINEER9615 S.W.ALLEN BOULEVARD,SUITE 107 ELECTRICAL F1 '`� 4 � , STAIR#1 .. �" � �; � BEAVERTON,OR 97005 TEL 726 18 FV 1 '' �.��..,__..m, TECH 145 5 TECH OPS MGR F 503- -33 " I 171 FV 2 f"• OPS D I R W 503-726-3326 f I1 136 EQ• E 133 FC3 I Fv3 .:. 0 ,r • r• MECHANICAL HUNTER-DAVISSON,INC. FC3 FC3 ENGINEER 1800 SE PERSHING STREET 4 PORTLAND,OR 97202 EXISTING FILE TEL:505-234-0477 GENERATOR `' " •" I 107 i WORK ' ORDERS FC 3 FAX:505-542-3603 � LOUNGE I TECH 4 129 RTS 126 - OPS DIR F1 I 136 1 ON 1 LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER FC3 : a I 134 1515 SE WATER AVENUE,SUITE 100 y, 4 RTS PORTLAND,OR 97214 4° 4 MDF FC3 131 ' FC3 TEL 503-224-9560 FAX:503-228-1285 s qa a y .� FV — — Y "112 � • . d� 5 � ..•` .. •. .' .. �', ;.,: •. r- 4 T1s 4 MAINTENANCEel L 4 f 7 r ILI _7 F 4 1 11 4 •, � d CONF T 11 F2. ti, �.� WAR EHbUSE4 41, < - 444 125 ,I AA t 10.E v/ _ 1 - - - , - . S •1 ' � � ,l r• 1 , .. :, Revisions _ � ° 'F2 � :; � �• .::..+•' .r Issues and � - .i I � .;1�$ - � " � - - �, ' :5 is I .. ,,; 1 � '.y • •i, • No Date Description Li �G3 C G n 1 1 1 §3 yf I CONF " I 3 -- .. 4 11 1 --i` b 'I; 124 r O �I�L . r, O 1 0 4' I� 9, - _ , . a a, 41 � ° � ,�• � ! ��I 1 FC3 iF ° cs d-'.d. - - 'h I; - P I; O ; O ; :a 'r% •L .•i. v •• • • a•s i 1 i I �Rq ryq a 11' - - +:'{' I• SII 41 - •r •y • Y' 4 • 1 +fid � ___________♦ - 4' ------ ---------- .. ----- -- - - r .� RTS RTS i _ � :•RTS- ,, g I f 0 FC3 F2 v �- FCS ,• -FGB' ' i , r f, 5 - • • . ._ - Z'' .. E .� - s 4 �' 0 STAIR#3 1 : ,1 4 ;E 4 114 JAN ,f ELEC F2 ' � e 1 r' 4 1 155 154 `+ 4 103x1 LOCKERS a r , c j; – i STC�AGE J I 4 _1 4I 121 x� 41 4 — — — — =ECH . 4 `� 4{� �� �- ' 122 '. .•.• I . r 4 I � I 4 qp f , 1 FC3 _. • : 4.: a 4 4. 4 4 v I z - 1. � I ELEC 4 , I p p , ,�. �� MAI NT � j � 102 TECH RM .-.� ° r - - ,. ,� 118 - I: <, i , I� _—• a +. �. �i 6 1 L9 2, I v L F 1 m r Zi , - .�,� ': "'� � � _ � .r„ - _ it _ � - - - - - _ - - _ - ° �. - - - • c e I 4 3 4 1� ��•tit f - sl , ;F. 4 - ' .. i 1 ' :v ', � - - - ' • • •••••`•'••• STA K 4 . . . . . II ,•,•,•,•,• •, .... I 185 4 f $ h <> P 4 F ,. .t4 ag I. _ -< ,�, ,.� - - c7 - _ - ,FA I � '� - s) - - 14 I � £� 1 x Job No Issue Date 1 ,. „ f <, '.j •� -f .. f.•i - - .. ., w., n , ny a s 12018 12. 14.2012 ..41 .c: r ,, - _ °_ _ _ >s' I i f { .. a .. %? �' - 1 ' _. �1 - - r 2 -" ... ,;7,e."d, ,r,a - a Z. 14T 2�1 r F Issue Package .a 4 4 4 - ------------------------ - - ---- ----- ------- ------= --------- ---- -- - ------ - - --- -- --- - - --- ------------------------- -- ---------------- -- ---- ----- - ---- - - - - -- - ----- -- - - - --- ----- -- --------- ------------------------- - - - - - --- - --- ---- ISSUE FOR PERMIT Sheet Title FLOOR FINISH PLAN - 1st FLOOR Sheet Number 01 FLOOR FINISH PLAN 1st FLOOR SCALE: 3/32"=l'—O" e COPYRIGHT© 2012 e � s B I AAM 0 I o W Z w w U F 9 , o °¢- go NMI z 0 STAIR# \ � J� 255 U J ' Gr®matzky Dupree & Associates E TE 7 1 U J POINT, = w Project --E M _ o III 11119WHIIIIE ilia ' IOU— 111111111 LL � I -- + +} ; ;+ + ♦ +} + ♦ }+ + + ♦ + +++�; + + a + + + a r r r i + ♦ a ♦ r + ♦ +++ ♦ + +} + a♦ a + a ♦ ++ • • a + + • i r + + + +r i +i r ♦ + ♦ + ♦ r + 4. ++ r + ++ + f r + 4 + i r ♦ + ♦ r ♦ ♦ r CONF ++ ♦ + ♦ + + + r ♦ rr + f ♦ co cast ++++ ++ + + ♦ a + + + + r♦ +` +♦ ♦ ♦ ♦ + TECHNICAL 292 ++ + + + + + ♦ ♦ + + ♦ ♦ + ♦ ♦ ♦ }+ r ♦♦ ♦ } I + ♦ ++♦+} + ♦ ♦ f++♦+ ♦ ♦ + ++ ♦ + ♦ ♦ + + ♦ a + ♦ rr ♦ + + ♦ ♦ + ♦ OPERATIONS \TI®NV REF. A9.00 FOR } r ♦ + } ♦ + + ♦ ♦ r r ♦ } + + ;+ ♦ + f + a + ♦ r ALTERNATEFINISHES #+ ` ♦ " � ` + " + ♦ . ♦ r " + ♦ + " ' FOR FV6/FV7 r ♦r , ♦ ♦♦}+♦ ♦+♦y♦ f} ir♦ ♦•♦+♦ ♦r♦y♦ r♦+�} ♦+♦♦+ +++r♦ + ♦♦#; ♦ ♦ + ♦ }; + + CENTER }+ + N + ♦ ♦ } + + ♦ + ♦ r } ♦ } ♦ ♦ ♦ } ♦ r ♦ } + ♦ ♦ + ♦ + +r r +♦ r + + ♦ a • + r a r + ; • r ♦ + ♦ + ` ♦ 11308 SW 68TH PARKWAY i♦ 4 + a a ♦ ♦ ♦ r + + ; r ♦ ♦ ♦ ♦ ♦ r f + r r r r ++ ♦ r ♦ r ♦ ♦ ♦ r } ♦ • ♦ ++ + ++ } + + a + + r ♦ a + + + a a + + ; ; ; ; ; + + + " " "" TIGARD OREGON 97223 r♦ r r a r + + • • ♦ i t • + r + i ♦ r r r + ► ♦ r ♦ r r ♦ r ♦♦ r + a r s r r + + r r ♦ r r ♦ + ♦ i + ♦ r ♦ ' - + ♦ + + ; + + ; + + + + 4 a + ♦ ♦ • + r + • + ♦ r ♦ + ♦ r r ♦ r ♦ r ; ♦ 4 ♦ r ♦ + 4 r f ♦ 4 ♦ ♦ + r r ♦ • ♦ r ♦ f + + r a + + ; + r • i r ♦ a ; r • ♦ a + ♦ ♦ r + ♦ a a a • r + r r ♦ + + • r ♦ + r♦ ♦ + ♦ + r r r + ♦ ♦ r ♦ + ; r r r r ♦ r ♦ r r ♦ ♦ r ♦ • ♦ i r r ♦ r + r+ r r +r ♦ ♦ • r r r • + r ♦ ♦ • r ♦ a r ♦ ♦ ♦ + r a r + r ♦ ♦ + r i ♦ ♦ r + ♦ + + ♦ r ♦ r ♦ ♦ ♦ ♦ • ♦ + + ♦ ♦ r + + i • + ♦ r i ♦ ♦ i i ♦ + + r + • + i ♦ ♦ + + + ♦ • + ♦ ♦ + + + } ♦ ♦ + +• ♦ + i a + ♦ ♦ ♦ ; + ♦ ♦ r �•+ • ; • ♦ ♦ ♦ ♦ ♦ i ♦ a ♦ ♦ ♦ + + ♦ r ♦ • r♦ • ♦ + a i a + + r + + ♦ ♦ a a + ++ r r r �^ r r • r r r i ♦ r r ♦ + ♦ ♦ r r r • + i r • r + r r r + ♦ a r r • • ♦ r + +♦ r `J +r + ♦ r r i � f i Di ALTERNATE FLOOR FINISH PLAN — 2nd _--�-� === °FLOOR ®� — Authorization SCALE: 3/32"-1'-0" i-♦ - - \ 03 ENLARGED FINISH PLAN — COFFEE 258 D A,� SCALE: 3/32"=19-0" A 6 C D E F G H J K L M KEIT RADUS - r 1 ® DComm ALLAS, TEXAS LIC. Rid 613 ' SALES VP I I COFFEE I I 273 272 I I � ` CONE OF 0 244 FC3 FC2 FC3 FC2 F Design Team 0 VON' TENANT COMCAST CABLE I I I I 1701 JOHN F.KENNEDY BOULEVARD C I PHILADELPHIA,PA 19103-2838 H I H J ISBM MGR 274 TEL:215-286-7950 ...............� ...•: ...........wFAX.215 286-7990 FC3 GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE rpm PORTLAND,OR 97205 TEL:503-223-0500 FC2 • I TAIR# 5 I FC 6 I FAX:503-223-2874 Y 245 (E) MECH 275 271 FC5 FC 6 1 FC2 ARCHITECT GROMATZKY DUPREE&ASSOCIATES OPEN VICTORY PLAZA WEST OFFICE 3090 OLIVE STREET,SUITE 500 rr�,:� TDEL:2S4 75219 FC4 238 FAX: 214-871-9869 FC2 5 I CIVIL/STRUCTURAL GROUP MACKENZIE PMO OFF FC3 ENG & FC3 LOT RTS ENGINEER RIVEREAST CENTER 1 1 1r243 PMO OFF PMO OFF SUPP MGR 237 C 1515 SE WATER AVENUE,SUITE 100 F � 242 241 2 g PORTLAND,OR 97214 TEL:503-224-9560 (� FAX:503-228-1285 Fal (D- ..,.... :..,.;-,Vr,....�.W.... .... ....... CONTRACTOR 7 50 SW TECH ' SMB DIR W T H T R PMO DIR 550 S C CENTER DRIVE,SUITE 220 All- - -- - - - N E , TIGARD,OR 97223 TEL:971-205-4263 FC3 FC5 FC3 F;W -- — 0777, IDF STORAGE LAB ELECTRICAL R&W ENGINEERING,INC. H 5- 252 253 ENGINEER 235 T: *�R„Xy Ry FC 6 FC 6 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 FV4 , TEL:503-726-3318 BAE MGR I .. ....., I FV4 FAX:503-726-3326 277 F I I FC4 , FC3 DSR STO FC2 MECHANICAL HUNTER-DAVISSON,INC. 247 FV4 RTS ENGINEER 1800 SE PERSHING STREET PORTLAND,OR 97202 0 F 2 F7 ..,:. .w f -11M7.;F...,. y... aw _ TEL:505-234-0477 — — — —— —— FAX:505-542-3603 4 SBAE OFF — — , : — — — ENG CONST rLBCL — — — — ' 278 MAR RSM 6 ' FC5 FC5 I SALES DIR FC3 , 251 a LANDSCAPE GROUP MACKENZIE ' FC3 24s ENG NOC F�/4- ARCHITECT RIVER EAST CENTER + 0. 1515 SE WATER AVENUE,SUITE 100 FC3 232 ELEC PORTLAND,OR 97214 234 FC3 ( FAX:503- 28-1285 560 , BUSOPS FC 6 , 1 oN 1 FC3 � I 233 23 FC3 5 F 249 I FC2 REF. 03/A9.02 BUS OPS FOR ENLARGED PLAN — — — — MGR — 2s1 4 FC2 F 1 H E(,'6 y- – OFFICE TECH OP COPY ARK BUS 0 S 1 ON 1 DIRECT ALES EN 259 REG CONST , ' 1 ON 1 MGR 267 STOR 265 SALES FC3 EL C 282 268 266 264 263 262 SMG FC2 28 Issues and Revisions D 0MOEN 26 STAIR# NESS FC3 No. Date Description 0 FC3 FC3 FC3 FC3 FC3 FC3 FC3 FC3 CM255 56 0 ° _ — —— — —— —————— ———— — T 9 101 XII + + ��Ej�� I FC3 NESC/CONST o GR I Of + E 27 INDIRECT CONF F 0 S I 28 9 I s: J F C3 DR y 283 I 2 0 F 6 FV4 C F C 6 FV 6 — - -- 0 F C3 , F C3 , F T , C 3 s RAGE 0 FC3 FV7 0 STAIR#2 CONF STO 26 I FV 4 285 T 2 14 L&D S 0 I 9 I VID 0 MGR I 291 ELEC TEL G / �f S 0 EST I 297 /T 25 I EN C H I .Yj COPY �/ CONF CONF I I I I 207 4 2 I ZO 8 0 2 9 2 0 F C3 0 REF. 02/A9.02�— — —'�`————— FV4 FC3 FC3 CONF FC2 I FOR ALTERNATE FC2 I STORAGE% 213 FC2 I FC2 .!� .l� 298 COPY y 0 F 1 4 224 FC2 I FV4 01 FC2 I , 7 — — — — — — — — — — — , L&D TRAINERS FC6 —42ss FC3 FC3 FC3 FC6 FC2 F 140 F o � + + , L&D MGR TRAINING I TRAINING I TRAINING BOARDROOM I MAI HR MGR I I I DATA SYNC– P–INET YV 11 295 L I VISITOR VISITOR 1 ON 1 1 ON 1 DESIGN MGR MGR 1 ON 1 ENG DIR , 287 288 293 294 206 I 209 211 212 216 217 218 219 221 222 , FC3 2(N-7 EFC3 FC3 FC3 FC3 FC3 F � G FC3 FC3 FC3 FC3 FC3 FC3 I ---------- ------------ ---------------------------- IL ------ ------------ --- ------ -------- ----- - ----------- -- -- - -- - -- ---- ---- ---- --' Job No. Issue Date G)— JE— ' MEN 12018 12. 14.2012 204 Issue Package 3 , 7 , ISSUE FOR PERMIT . , WOMEN Sheet Title FT JL y I FLOOR FINISH PLAN - 2nd FLOOR Sheet Number 01 FLOOR FINISH PLAN — 2nd FLOOR A9002 SCALE: 3/32"=V-0" –0 F— COPYRIGHT© 2012 i Gr®matzky Dupree & Associates Project ii"C;�oA cast TECHNICAL OPERATIONS CENTER 11308 SW 68TH PARKWAY TIGARD, OREGON 97223 Authorization ex (, KEITH RABB E rrt ® DALLAS,TEXAS LlC. NO l 8 O Design Team TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 FAX:215-286-7990 GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 A B C D E F G H J K L M TEL:503-223-0500 FAX:503-223-2874 FNVI ARCHITECT GROMATZKY DUPREE&ASSOCIATES 1 VICTORY PLAZA WEST VEST � 1 1038 1 DALLAS,3090 TX VE STREET, 2E9T,SUITE 500 EXISTINGTEL: 214-871-9078 MAINTENANCE 106 B1 FAX: 214-871-9869 108 B 1 WP2 C2 FEC WP2 C4 WP CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER B1 TECH OPS 1515 SE WATER AVENUE,SUITE 100 WP2 C4 B1 SUPPORT PORTLAND,OR 97214 WP2 C4 WP 132 FAX:503-228-1285 560 1 ON 1 137 B1 ELECTRICAL COCHRAN,INC. WP2 C2 B1 CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 EXISTING WP2 C2 TIGARD,OR 97223 BATTERY RM TEL:971-205-4263 //'7 on on min109 MECH STO 105 128 61 - I F1 B1 B1 ELECTRICAL R&W ENGINEERING,INC. WP2 C4 STAIR 1 WP2 C1 ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 145 MW TOWERS PL3 BEAVERTON,OR 97005 TECH TEL:503-726-3318 171 CNT PL3 OPS DIR TECH FAX:503-726-3326 P4 UPPERS PL4 136 61 P4 OPS MGR LOWER O WP2 C2 133 O MECHANICAL HUNTER-DAVISSON,INC. GEEXISTINGNERATOR FILE/ BREAK RM P3 B1 ENGINEER 1800 SE PORTLAND,ORING 9 202TREET WORK 127 WP2 C2 TEL:505-234-0477 F1 07 ORDERS P5 FAX:505-542-3603 129 B 1 WP2 C2 P3 WP2 C4 B1 P TECH LANDSCAPE GROUP MACKENZIE WP2 C4 P5 OPS DIR B1 1 ON 1 ARCHITECT RIVER EAST CENTER 77 MDF 136 WP2 C2 134 B 1 1515 SE WATER AVENUE,SUITE 100 LOUNGE WP2 C2 PORTLAND,OR 97214 131 126Die TEL:503-224-9560 on on on anFAX:503-228-1285 4 VEST 112 17 WP2 C2 WP2 C2 MAINTENANCE CAGE ' 111 B1 WP2 C4 WAREHOUSE 101 CONE r--------- ------------------- --------------------- 1 25 P1 P1 B1 WP2 c2 Issues and Revisions READY RMML Mu I ML ; No. Date Description 4I—NET an CAGE PL9 2��PL9 113 o o B1 B' B2 WP2 C2 2 C3 W 2 C o B1 ° 1 WT2 CONE ' WP2 C4 124 ° OMEN ; ME ° ' 115 ; 116 B1 ' WP2 C1 ; ' ------ P P1 ' --------------- ------ wi 5 ' U- ML ME B11 LEV LOCKERS JAN WP2 I C4 114 STAIR#3 1 122 ELEG 155 103 61 C1 B1 ; STORAGE WP2 C2 Bi MECH WP2 C4 WP2 119 121 0 B, MAINT. WP2 C2 WP2 F—TB-1-1 ELEC TECH RM 102 B1 ' WP2 I C4 61 ITT, 1� WP2 C2 66 min 6 ; STAIR#2 185 91 Job No. Issue Date B1 WP2 1 C41 12018 12. 14.2012 ' Issue Package ISSUE FOR PERMIT Sheet Title WALL FINISH PLAN - 1st Floor Sheet Number 01 WALL FINISH PLAN - 1 s-t FLOOR A9003 SCALE: 3/32"=l'-O" COPYRIGHT© 2012 Gromatzky Dupree &Associates F_ Project o cast TECHNICAL OPERATIONS CENTER 11308 SW 68TH PARKWAY TIGARD, OREGON 97223 Authorization A B C D E F G H J K L M KEITH RABUSE r 1 l C61FFEE� I - - - -- - -I-- - - - - - - - -- - -I - - - - - - - - - --- - -I � I CS1I I "'4 COMM DALLAS, TEXAS SALES VP LIC. J.tif 0,11 B, I .a 273 WP2 C2 I Wp C, CONF B 1 244 I 4✓ 1 WP3 I WP1 C8 I I B1 I I I I P1 WP C2 I I I II c5 I OPEN I I I I I Design Team SBM MGR WPI I I � I I OFFICE I g I I I I TENANT COMCAST CABLE B1 238 1701 JOHN F.KENNEDY BOULEVARD 274 WP2 C2 I PL1 CNTR I I I 61 I PHILADELPHIA,PA 19103-2838 El PL2 LOWERS TEL:215-286-7950 WP5 I WP16 I P14 I WP16 WP1 CS WP16 I TEL:215-286-7950 I TYP. OPEN OFFICE — UNO 'A ELEV I I WP16 I I 2 AIR# I I I I -� I GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE (E) MECH I 245 I I I I \ C5 PORTLAND,OR 97205 275 I I TEL:503-223-0500 I I \ FAX:503-223-2874 C5 WP14 — C5 B1 I ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICT RY WEST r — -- -- - - -- -- -- ---- - -- - - - - - -- - - - - - - - - - - - - - -- - - -- - - - - - - WP17 - ---- -- -- I wPl C8 3090OLIVEST STREET, I 1 T I I I �� I DALLAS,TX 75219 SUITE 500 TEL: 214-871-9078 I I PMO OFF WP5 I \ / I FAX: 214-871-9869 I 0 I \ I I 243 PMO OFF PMO OFF E G & I // I GROUP MACKENZIE WP16 WP16 WP16 I B1 WP 242 241 SU 39 GR B1 PLOT I - I ENGINECIVIL/ ER RVEERE ST CENTER I WP 2 WP2 C2 237 I 1515 SE WATER AVENUE,SUITE 100 min w6 2 C WP3 P4 PORTLAND,OR 97214 3 — I — — — — — — — — WPM — TEL:503-224-9560 B I — — — I — FAX:503-228-1285 ' I WP4 I I P4 WP2 C2 WP2 C2 -- - - -- - WP2 C2 I I C5 I PMO DIR _ _ _ _ _ _ ELECTRICAL COCHRAN,INC. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 I 246 SHELF/CTR.PL6 I TIGARD,OR 97223 ' SMB DIR B1 I ( STORAGE SUPPORTS PL8. I I TEL:971-205-4263 276 WP2 C2 I ( WP2 C2 IDF 253 I I 252 LAB 61 I I I I I I 235 WP2 C2 I I I ELECTRICAL R&W ENGINEERING,INC. BAE MGR 61 I I I I P3 I ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 ' 277 I I I I BEAVERTON,OR 97005 TEL:503-726-3318 WP2 C2 I I I B 1 I FAX:503-726-3326 I I DSR ST 61 SHELF/CTR PL6 61 I WP1 cs WP3 I WP6 247 SUPPORTS pLg WP2 C2 WP6 I 1 wP1s WP16 WP16 I wP2 c2 END PANE I OPEN OFF WP16 MECHANICAL HUNTER-DAVISSON,INC. LAB CL I TYP. I ENGINEER 1800 SE PERSHING STREET I OPEN OFFICE _ PORTLAND,OR 97202 - - - - - - - - -SAL - 6 - - 1' UNO � TEL:505-234-0477 SSAE OFF B, I WP1 C8 I C5 248 I ENG CONST P3 I I FAX:505-542-3603 1 M 278 WP2 C2 I I B AP ROOM ENG NOC 234 I I WP2 C2 251 I 232 B I I LANDSCAPE GROUP MACKENZIE WP3 WP5 I WP2 C4 ARCHITECT RIVER EAST CENTER B1 B1 I I 1515 SE WATER AVENUE,SUITE 100 BUSOPS 61 I I WP2 C2 WP2 C2 I - OFFEE PORTLAND,OR 97214 279 WP2 C2 I I WP5 I 23 I TEL:503-224-9560 I I I I I I B 1 I I I FAX:503-228-1285 I 1 ON 1 B1 I I CN PL3 WP4 I I 249 WPZ C2 SHELF/CNTR PL6 PE PL4 P2 C2 I SUPPORTS PL8 N W R I WP3 L- - _ - - — — N OFF BUSOPS --- - - - - - - W 1 - - -- - -- - - - - - - - - - -- - - - - W 1 - - - -- - - -- - W 1 / � w 1 I WP1, E, 223 C5 WP16 C5 I WP2 � WP1 5 2 — — — — — — — — — — _ — — — - -— —_- - - - - - - - - — � ; COPY 61 ENT P1 P1 REG CO ST ' M RKET OFFICE BUS Of STOR S TECH OPS 1 ON 1 DIRECT SALES WP4 259 WP2 C 2 \ MEN MGR 61 ' GR 1 ON 1 267 266 265 264 SALES MGR ENT PL1 CNTR 254 228 282 61 68 - 263 262 B1 SALES 231 WOMEN WP2 C2 PL2 LOWERS w 2 STAIR 229 I I Issues and Revisions WP2 C2 WP3 WP4 WP5 WP3 WP4 WP5 WP3 WP2 C1 26R 255 B CCN ° PL9 ° WP3 I 1 I I 61 61 B 81 61 I 51 B, � p It/VE P LLNES 62 I 62 I I I I No. Date Description WP C1 WP2 C1 WP2 C W C1 WP2 C1 WP2 C1 WP2 C1 �- - I WP2 C3 WP5 WP5 ❑ I I WP2 0 / 256 WP2 C WT1 WT2 oCNTRSS1 I PPER PL4 61 I I COFFEE WP2 C1 W 1 W 2 NES GR NST I OWER � VENDIN 61 258 ° B1 I I WP4 - - ' - - - 11 WP2 C6 I 2 C1 PL5 / WP1 PL9 227 WP2 C2 296 I I 1 UPPER PL4 2 ° INDIRECT g1 WP16 DIR 61 SOWER 283 WP2 C2 I I I I WP1 ❑ ❑ I -- WHZ-- - WP2 C1 P1 El❑❑❑ 6 - - - - -- I LO.W _-_-- STORAGE Pi 2 vaPs I –I- CONF WP3 L&D STO WP5 CONF I SOFFTLL BREAK RM - - --- -- - -- -- - 289 291 292 WP14 299 - -- WP15 I LEC/TEL IP 6 7R LF I I STAIR#2 I r—B, B1 61 I 297 8 SUPP RT CONF STO B1 IBELOW DRYWALL SOFFIT I 77214 B1 PL1 NTR WP2 C2 WP2 C2 WP2 C2 BELOW Wp2 C6 o I P4 I I DRYWALL 61 T P OWERS SOFFIT -' -' - -� I S 0/TES CONF I WP1 C8 I � I � I WP2 C2 BENCH COPY I I I I WP6 207 208 VIDEO MGR I I 284 - - - -C3 - � -- C3 - - - - I I 61 B1 225 B1 1 I p3 WP2 C2 3 _ IWI)2 C2 WP2 C2 CONF I C 213 ALL ACES C3 C3 P14 P14 STORAGE � I C3 OF SOFFIT OFLSO CET WP1 68 AFL FEET ALL CES ALL ACES I WP B1 298 —4 A — 0 SO OF SOFFIT I 1 C8 61 WP5 P 1 P9' — PS P7- — OF SOFFIT B1 Wp2 C2 CNT B1 WP2 C2 PPER P WP2 C L I I WP16 I WU_j 3 I , 7 — > WP2 p > — O > — WP2 — O > — WP2 I I m � s I s r — — — — — — —I- c0 cfl CD 10 C3 I WP1 - - - - -- - -- - - - - - MARKER A ACES 61 C5 BOARD W OF SOFFIT I Wp2 C8 TRAINING SHELF WP17 L&D TRAINERS TRAINING TRAINING BOARDROOM 286 I 288 I 293 I 294 295 — WP1 � WP NTR PL1 I I ( I WP3 PPER PL2 1 B1 51 61 B1 B1 ER ATA SYNC- IP—INET ENG DIR WP1 C2 16 WP2 C2 WP16 WP16 WP16 1 ON 1 1 ON 1 ESIGN MGR MG 1 ON 1 ' L&D MGR WP2 C2 WP2 C2 WP2 C2 HR MGR VISITOR VISITOR 222 I �AI L 216 217 21 221 287 WP6 206 I 209 211 212 C8 ' I I WP3 WP4 P5 LOUNGE WP3 W 4 WP5 WP3 WP4 WP5 ' 61 215 WPZ C2 I I Bi Bi WP2 C2 I WP2 C2 P2 C2 WP2 C2 WP2 181 Bi F31 C2 WP2 C2 WP2 C2 WP2 2 WP2 C2 WP B1 I I F lc l I � F IO I z c2 WP7 I I WP6 WP1 8 ------ -- - ------ --------------- --- -- ----- ---- --- --------- --------- ----- --- -- ----------------- -------- ---------------------- ----------------------------------- --- ----------- ------- --- ------------ -- --- ---- ---- --------- - - -- - --- ---- ---- --- --= — — + Job No. Issue Date PL6 WP1 B3 MILL LOBBY WP3 C3 17 202 204 WT3 12018 12. 14.2012 B1 I P1 61 --- Issue Package WP 1 C 1 P 1 C3� ;----- C T PL6 ° � ISSUE FOR PERMIT S ELVES o VESTIBULE B1 205 201 WP2 C1 TWOME WP1 B3 0 ,W 3 C3 Sheet Title + WALL FINISH PLAN - 2nd Floor cc, Sheet Number WALL FINISH PLAN -- 2nd FLOOR 01 . SCALE: 3/32"=l'—O" COPYRIGHT© 2012 A ® e * NOTE: F G IF LEADING EDGE IS GREATER THAN 2 -3 4'-88" 24,_48„ A.F.F., PROVIDE CANE » 3" , 3» I WP2 WP 13 DETECTION APRON. 1 + 52 2 -04 F G B.O. CEILING 3„ 5„ 4 _88 g _g8 g,_7„ 12 9'-0" A.F.F. _ .• . . NOTE: Ik T.O. LIGHT FIX. 1 PARTITION - -- -- - - - -- - - --- - - - - - - - - --- -- - - - - - - - - - - - - - - - - - -1 ,- - - -- - ---- - - - - - - - - - - - - - - - — - - - —-- - - - - - -- --- - - - -- -I 1 7'-6" A.F.F. : DASHED FOR I I I I I I I I CLARITY AL 1 WP13 WP12 ' ' 20 5 3 3 5 20 1 1 • , 11 STAINLESS I I I I 1 I T.O. TILE STEEL A2 I A2 I I I _ I 17"-19" d- 4'-9" A.F.F. I CCESSIBLE I D 1 I I I ACCESSIBL + I 9 4 1 1 4 9 I� I II r-1d- I WC I I I I I I T.O. COUNTER I I I Gr®ma�ky Dupree S�Associates o I I WC I I I + 2'-10 A.F.F. I i 5'-0" CLEAR 1 i 5'-0" CLEAR i i i i i ' i ��� i ii FJ Pro ect 0 F2 T I I I A2 I i i I I FLi IN. FLR. x a 8„ 1'-0" 1 -0 - I „ z Q AX I 1 -8 CLR. MIN. 1 - I CLEAR �� I I I 1_ _ _ - _ 0 -0 10/A9.05 LWT1 WT2 B2 cv = w 100 I o 4 — — + I I % 4 — — 1 1 — ALIGN FLOOR & WALL "� o ;� i i ►� i _ 6 1 1 1 i i 2 i + GROUT JOINTS, TYP. cv MA N x 11 WOMEN MEN I I rn < 1 co C St w 116 I I All LU I I � 7 2 9 I I 15 1 Q 1 + FRONT SIDE o 1 1 I INT. EL. RESTROOM 115 EWC D ETAI LSTECHNICAL I tO I I 0 1 040 4 ®51/2"=V-0" 27 15 I I 9 11 19 + SCALE: 1/4 -1 -0 SCALE. OPERATIONS T-100 1 ;� _ 04/A9.05 "� I I '� 09/A9.05 o I r-Icv 1 I 1 0 LO � i �l i � � I i I� + ENTER o o 1 ,,� 1 , o o ro - N 1 0 1 6 I I 14 6 18 1 N 0 I I I 1130$ SW 68TH PARKWAY o a Q I I ' 1 TIGARD, OREGON 97223 �0 1T�j _ o o I I r7 N - 1 19 13 I I 8 27 _ O I 1 1 1 1 0 06/A9.05 I I I 13/A9.05 I I 1 I 1 I e �O I ►'') I �O C i A3 I 1 I I 1 18 2 7 I w I r� l I 1 ;,,� ALIGN I I I I I i WP2 WP 13 WP2 I I w I 1 I I I B.O. CEILING - -- - - - i - - --- -- - - i 5,_6„ ; - - - - - - T - - - - - - - - - - - - i 2 ; 9'-0" A.F.F. Authorization 1 4'-0„ � 1 -1�_p» ' ry CLEAR i I�1o0 i T.O. LIGHT FIX. _ CLEAR o A2 A3 _ o _0 1 i 7'-6” A.F.F. ' " o I I I 26 26 I T.O. MIRROR - r A2 v I J 6 -0 I � to v EQ. EQ. F2 + - I _ - /-`-- _ I i A2 :- v 5,_p„ I �'� 1 I I 6,_6,> A.F.F. ` ' CLEAR I _ WP CLEAR -- --- ---- -- 1 r I WOMEN MEN - - -- - - - - - - - I T.O. TILE P.LAM ON 3/4" PLYWOOD A2 i WP12 i I 115 i i L116 i 4'-9" A.F.F. COUNTERTOP WITH CONTINUOUS _ 1 1 0 0LL 6" _ BACKSPLASH & FASCIA. CONTINUOUS C7 L ! - - - - - - - - - - - - � L - - - - - - - - - - KEITH SBU /4 BULLNOSE RADIUS © FRONT 7„ 7„ 4'-6F3 5 ' " 6 -4- 5'-4- 2'-1 11 2'-71" EDGE OF COUNTERTOP TYPICAL 7 -2 8 8 8 $ � e - D,�',LL 5, �-3�AS — 1 O/A9.05 O.H. LIC. NO.618 NOTE: . \ . � WALL AS SCHEDULED ts�, �L 14" A2 REFER TO 20/A9.05 FOR 10 Ak FIN. FLR. �� MIRROR �•�' �`� - ACCESSORIES SCHEDULE 0'-0"_ L � WT1 WT2 LMIRROR �B2 NOTES & LEGEND: SPLASH 1.-REFER TO 17/A9.05 FOR TYPICAL FIXTURE MOUNTING DIMENSIONS. ALIGN FLOOR & WALL CONT 2X WD. BLOCKING Design Team WA MN T REMAIN GROUT JOINTS, TYP. EXISTING LL / COLUMN 0 E 2'-1" TENANT COMCAST CABLE ENLARGED 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 FLOOR PLAN C RESTROOMS 1 15 8c 1 16 ACCESSORY PLAN @ RESTROOMS � 11 5 & 1 16 ! N T. EL,, R # 115 FAX:215-286-79% 01SCA03 _ 06 LE: 1 4"-1'-O" SCALE: 1/4"=1'-0" T.O. COUNTERGENERAL LEASE CRUTCHER LEWIS SCALE: 1/4"1'-0"- / CONTRACTOR 550 SW 12th AVENUE 2'-10 A.F.F. _____�_ PORTLAND,OR 97205 TEL:503-223-0500 LO FAX:503-223-2874 ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLAZA WEST 2X3" STL TUBE 3090 OLIVE STREET,SUITE 500 DALLAS,TX 75219 TEL: 214-871-9078 1.1/2"X,3.1/2" FAX: 214-871-9869 WP2 WP 12 WP2 CIVIL/STRUCTURAL GROUP MACKENZIE WP2 � FWP2 WP2 ANOGLE W/ WD BST CENTER .O. CEILING B.O. CEILING B.O. CEILING BLOCKING © EA. Q ENGINEER 1515SRIVERE4WA ERA ENUE,SUITE100 p„ A.F.F. 9'-0" A.F.F. g,_p» A.F.F. END PORTLAND,OR 97214 T.O. LIGHT FIX. 560 _ NOTE: T.O. LIGHT FIX. Z FAx:503-2281285 - � _ 7,-6„ A.F.F. .� - : . � � � � PARTITION 2X4 WD FR C� � 0 7 6 A.F.F. 24 O.C. I ELECTRICAL COCHRAN,INC. T.O. MIRROR EQ. EQ. EQ. EQ. DASHED FOR LO N 7'-0" A.F.F. ---------- — . --_ CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 — / ---11—•--1`.�- CLARITY I TIGARD,OR 97223 _ „ - 2x30/8 STEEL 1 • I T.O. TILE T.0. TILE " I ' PROVIDE PA 3 " CV TEL:971-205-4263 a I 4 -9 A.F.F. 4 -9 A.F.F. II I I 1 PROTECTIONS TUBE COLUMN 1 n I I + REQUIRED T.O. COUNTER i I I I 1 I ELECTRICAL R&W ENGINEERING,INC. T.O. COUNTER BEYOND TYPICAL BOTH SIDES OF „— I f ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 2'-10" A.F.F. I I 2'-10" A.F.F. II I I LAVATORY BEAVERTON,OR 97005 � COUNTER TEL:503-726-3318 10/A9.05 O.H. FAX:503-726-3326 __-- __.:.1�_ ._.._.-......—_ I I _ BASE AS SCHED. FIN. FLR. FIN. FLR. FIN. FLR- oz 0'_p» p'_p" p'-p" FINISH FLOOR ENGINEER MECHANICAL H8 0 SE ERSH NGNSTREET B 2 WT 1 WT2 B 2 WT 1 WT2 B2 o'—o" PORTLAND,OR 97202 TEL:505-234-0477 ALIGN FLOOR & WALL ALIGN FLOOR & WALL ALIGN FLOOR & WALL FAX:505-542-3603 GROUT JOINTS, TYP. GROUT JOINTS, TYP. GROUT JOINTS, TYP. LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER N � LAVATORY, �P • TEL:503224-9560VENUE,SUITE 100 VATION RESTROOM 115 1 NT♦ EL. RESTROOM 116 SECTI ® PORTLAND,OR 97214 INTERlOR ELEVATION RESTROOM 115 INTERIOR ELE . _ _, 091/2"=V-0 FAX.503 228 285 ®� 08 1/492=10-0" SCALE: 1 4"=1'-0" SCALE. 1 " SCALE: 1/4 =1 -0 SCALE. / TOILET 8c BATH ACCESSORIES BOBRICK# OR APPVD. EQ. 01 LAVATORY MTD. LIQUID SOAP DISP., TYP. B-8226 WP2 ED—\ WP2 WP2 WP2 WP12 RECESSED PAPER TOWEL U DISPENSER & WASTE RECEPTACLE B-3944 B.O. CEILING B.O. CEILING B.O. CEILING PARTITION OR WALL MOUNTED DOUBLE ROLL Issues and Revisions 9'-0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. WP2 O TOILET TISSUE DISPENSER, TYP. ALL STALLS B-2740 No. Date Description P T.O. LIGHT FIX. T.O. LIGHT FIX. 7 6 A.F.F. _ -_ 7'-6" A.F.F. NOTE: O STAINLESS STEEL GRAB BAR (36") B-6806 X36 \ T.O. MIRROR J � EQ. EQ. EQ. EQ. T.O. MIRROR - PARTITION 5 STAINLESS STEEL GRAB BAR (42") B-6806 X42 " 6,_6" A.F.F. �--- o DASHED FOR n 7 -0 A.F.F. CLARITY T.0. TILE \ PL9 SELF-RIMMING LAVATORY REF. MEP 4'-9" A.F.F. i / PLASTIC LAMINATED COUNTERTOP ® ® _ O7 & BACKSPLASH REF. ELEV. / � - T.O. COUNTER 1 T.O. COUNTER _ _ 6 I 2'-10" A.F.F. - 2'-10" A.F.F. I I 8 WALL MOUNTED URINAL REF. ELEV. • + O WALL MTD. FLUSH VALVE TOILET REF. MEP FIN. FLR. �� FIN. FLR. �� _ � ' „- FIN. FLR. 0 -0 0 -0 0'-0" 10 HI-LO ELEC. WATER COOLER, REF: 05/A9.05 REF. MEP WT1 WT2 B2 B2 B2 MIRROR WT2 WT1 ALIGN FLOOR & WALL ALIGN FLOOR & WALL 10/A9.05 ALIGN FLOOR & WALL 11 FLOOR AREA DRAIN; FINISH ELEV. OF REF. MEP DRAIN TO BE FLUSH WITH FLOORING GROUT JOINTS, TYP. GROUT JOINTS, TYP. GROUT JOINTS, TYP. RECESSED SANITARY NAPKIN DISPOSAL, 12 TYP. AT ACCESSIBLE STALLS B-353 PARTITION MTD. SANIT. NAPKIN DISPOSAL 13 UNIT, TYP. ALL STALLS B-354 INTERIOR ELEVATION RESTROOM # 116 INTERIOR ERESTROOM # 116 INT. EL. RESTROOM 1 16 14 WALL HUNG URINAL SCREEN REF. SPECS. 12 13 _ 1 1SCALE: 1 4"=1'-0" SCALE: 1/4"-1'-0" SCALE: 1/4"=V-0" / FLOOR MTD. BAKED ENAMEL TOILET 15 PARTITION, TYP. REF. SPECS. 16 MOP SINK WITH INTEGRAL BACKSPLASH REF. MEP 17 JANITOR UTILITY SHELF BROOM/MOP HOLDER B-239 18 SURFACE MOUNTED MIRROR REF. ELEV. 60" MIN. CLR. „ 6" 3'-0" MIN. 19 6 DIA. HOLE IN VANITY COUNTERTOP B_529 MAX FOR TRASH RECEPTACLE, TYP. m,::_. ._. �:.... ,, ...... .....€.a.-.. _.:«... ..,. m..a ® .,. ...... a-. ....,.r.. m*....�..,�, _..:�... <_.rv... ..... :.art k_ I_.... .x ,: ... .m...71._,a. _:m. � ... ......... ... ,,. xa.x..o. .... .:...... .:... =gin _.�..._� .s.: ..... �....... .. .:... _� .¢.a -..�,..e w ..�m w . M: . r. �- �.-,_ k..a. �_- � a< ,~, � M T HOOK, §.., �. . � � . ., � � �... ,.. PARTITION TD C OA - .a� � � �.- AR ON �_r,. A - .. -.;: . ._. � aka§ir a6,_. ...`w.' §...#� ,:... � � ....... ..: "� -... ... -. .:. x�x.0 ...... "F R. .:..... _.-..,tx.. r.,,..:...... f:!!'ib.. .: . :n. .w.a�� � s .«..,., _..x .:... _. ..� , .::�..' �,-... A3.:-i':. ... q;§� - ..a:...1 w.::Y 1. _.,.t... ,� .,4-..- ...,,I« .r. _. ......a.... n a. ,. w. ....- _. � ... ..ah_.L � ,... �M 5xxr..�.,. _,..... ..... ... «t� __:..I.$'�'L r-r-n rv. �'. ... .,.3:tlme.rta... .. ::. _ . .t a., ..�.: _..t>'..R. »..�r... .,.. __....:..a .c....... f.. __ � ......... ::_ .,... .:al. �.... .: .:.... -B..:.._ .a.. ....... �. ... ..... w.»»r r.. r.. � ...� r,r....K � a«- .. .... _ ,.§� rt�?yak ,rrw. ,w :�. _.-... §r r�::.aa.,r,-.�,. ,t.y. m..n.. �:,,:.-. ._.a«,. ... ...... .. .:_�.... ...... ..� .. �� ...�:.... .. _9 sn. .... 9.. :_,rb... .. .... ..-r. ...�.. .,�,x.w II� _.a....... .._. t T.. ..- a,.°. _a.w. e. r Fr,a.. r :...§ m. __ r.. .�. .....§ „r.t.. ._ -.- ........ r. r-�.. � «.:atm, _..... �... ..... �.. � r.. � ,. � ... �.::� � ,::,..r, a...., ..... � _..::::r b x... ...§? �,.: _�..... :. »....:. a, d. :: ... : .k ....: .... ...._. o-....r.a:�...:rl:. e.�=. :.. _ .. ,. a ........ ,.. _ i1Ln.,.. .-.. -" _ .,. ., �a�.:b�,a s ,... �::YN... ...... .. ....... . .� *, < � ,.,� _� � � k .. �� ., ~�. B 212 y � � ,. ,4 ,.....� �. �: �-. s.9 m �. r..' � ::. ��. a gar;. -�• ?�. a..r_... r._ ��. ,b � .. � �'- »:a _. »� a� "�.+:a �..._r.. a. �t-��n ��.�Gr?«, ,..�r.. „�. 20 _ ..:. ......... ..�.. ww� ,.. _sem- ....._. _.x...... :.:.. .. .. w. _w_.,..:. ,,. :- � ,�. , ,_ ,5.:......�. n»... ._. ....... _ _.n. � .- ......... ."#. z�w# �3,...r... ,..,rr � �.»�'d��."_. ... �' ......_:.., V,o-arrwww Via.... 2a... :.. «,-I�:. .. �_ �._..... ..«.-.. ----t«r.-I,,. ,..:.I _r�'.��,. ,,F>P«-. �s F b r..__.�.'r.a � 5�xaul:rrl�...sa,.......: �. ��:A.� ;r a .. y �B:,ray gU�� �a��S; :,e.��k I �r i:.:. � 1:..�i _ _ �w;..`�.s 3 o TYP. ALL STALLS NOTE: .' ALL CONTROLS, SWITCHES OUTLETS F - - R q 4 ' EQUIPMENT. ETC. SHALL BE 21 2-HIGH PREFINISHED METAL LOCKERS REF. SPECS. I N I .- H �r MOUNTED BETWEEN 15 AND 48 U Z _ z A.F.F. NO EXCEPTIONS. 22 SHOWER CURTAIN CLIPS AND ROD B-204 & B-207 Job No. Issue Date z � x. d Z00 00 ! O R ACCESSIBLE STANDARD ACCESSIBLE STANDARD PAPER TOWEL //r o `�� / I I ( `{ " „ STALL STALL URINAL W/ URINAL DISPENSER & 23 ADA COMPLIANT SHOWER REF. SPECS. " 12 6 L J, ELONGATED WASTE o PAPER TOWEL 12018 12. 14.2012 L_ ^ _ MAXr 36" RIM RECEPTACLE m I� ,! 42 DISPENCER & - WASTE BASKET 24 NOT USED 32" MIN. F R —� _ f� ——— CLR. 18"MIN. STANDARD STANDARD 30 MIN. o • o STALL 30" MIN. URINAL R RECEPTACLE g yr Issue Packa e 36"W/24"D.ALCOVE lay; _ `� w 25 WALL MTD. DOUBLE ROBE/TOWEL HOOK B-6727 ACCESSIBLE ' I ISSUE FOR PERMIT FINISH B-165 2460 URINAL W/ WALL MOUNTED MIRROR W/SS FRAME, I 26 24"X60" ACCESSIBLE ELONGATED M R R R o ? R o STALL RIM ►�z I r: ,�z o o N `� FLOOR g... «..e e §S .......... .p rv: �a.ra..an:.:.. m»....... :x....-.7Yb w F.:.:� �. T"i .:-�....... .�Ye _$..:` gym§: ..h... Sheet Title ,� , _ LAVATORY MTD. FAUCET, TYP. REF. MEP '"-9" 18" ' ENLARGED RESTROOMS 28 RECESSED PAPER TOWEL DISPENSER g-369 (RMS. #204 & 205 ONLY) & WASTE RECEPTACLE #115 & #116 - 1 st. FLOOR Sheet Number A9m NOT USED TYPICAL FIXTUREMOUNTING DIMENSIONS ( FOR REFERENCE 0 LY) cc, AC CESSORIES SCHEDULE 15SCALE: 1/4 =1 -0 7 N.T.S. 1 N.T.S. COPYRIGHT© 2012 A • H H TWP2 WP 12 TWP2 WP2 WP2 I I B.O. CEILING B.O. CEILING I I 9'-0" A.F.F. 9'-0" A.F.F. T.O. LIGHT FIX. T.O. LIGHT FIX. 7'-6" A.F.F. 7,-6„ A.F.F. 6 I 2 _6 I T.O. MIRROR - _�' - WP1 �''-6--6" A.F.F. OPEN F2 WP12 '- 3» 3 T.O. TILE 6 48 1 84 2 26 - 5„ MEN I WOMEN i ,/'� 4'-9" A.F.F. 0 5'-0" CLEAR 3 -38 5 -98 231 229 -- 1O/A9.05 O.H. — ® — 10/A9.05 0.H. N D T.O. COUNTER T.O. COUNTER 1 2670- 2'– • 10 A.F.F. 2'–10 A.F.F. Gr®matzky Dupree &Associates c0 I . _ J w SIN , 7 -- Project ALIGN 6 19 13 � FIN. FLR. FIN. FLR. T L Ld o � 04/A9.0-6� I 0,_0„- 0,_0„- Q ¢ 05/A9.06\ O ;� 14 A9.06 0 27 2 7 2 10 A9.05 MIRROR B2 10/A9.05 B2 WT1 WT2 / ALIGN FLOOR & WALL ALIGN FLOOR & WALL 0 IV IV 1ALIGN I N e 0AAd"w*lh*h NL � 2'10” _ ''� ¢ ;•.• � 18 9 I 3 27 GROUT JOINTS, TYP. GROUT JOINTS, TYP. k;0 C St It w wI -IN A3 B1 IC° WOMEN _ 3 I 15 19 I NT. EL. @ RESTROOM 231 1 NT. EL. @ RESTR00M 231o '� 229 �o _ „ , „ ,_ „ TECHNICAL ;,� MEN I SCALE: 1/4 =1 -0 SCALE. 1/4 -1 0 231 w 8 1 s 33 18 OPERATIONS co (Cji w z _ ^I 6 o o U p CENTER 11308 SW 68TH PARKWAY 1Q 09 A9.06_I I = `� Q ;.� O. 0 14 11 I 11 r7 U � ” oo w I 1 O/A9.06 - N TIGARD, OREGON 97223 CY 0" CLEAR o 120 4 20 1 I 0 15/A9.06 9 7 WP2 WP 12 WP2 WP 12 5'-0" CLEAR co I B.O. CEILING B.O. CEILING _ I _ TLI00 o 9'-0" A.F.F. 9'-0" A.F.F. Authorization loo A2 I '�a,� - 5 4 9 5 NOTE: W 12 I _ PARTITION `� N T.O. MIRROR OPEN DASHED FOR - - - - - - - - - - - - - - - - - - - - - 6,_6„ A.F.F. - Z CLARITY 6 ACCESSIBLE 6 ----� 5„ 5„ i • ` , WC _ WP 13 F2 T.O. TILE T.O. TILE A2 r A2 ALIGN NOTE: I 2 4'-9" A.F.F. 4,_9„ A.F.F. I � r '' OF NEW WALL TO ALIGN REFER TO 20/A9.05 FORI E � I KEITH e H ,RABU W/ OF (E) COLUMN ACCESSORIES SCHEDULE 1 Ul MIRROR I ' 41101�wft BEYOND I DALLA , TEXAS LIC. 6riU. 61�3 3 12 L---- NOTES & LEGEND: FIN. FLR. � FIN. FLR. � 1. REFER TO 17/A9.05 FOR TYPICAL FIXTURE MOUNTING DIMENSIONS. „ 0 -0 0 -0 p,�p�� EXISTING WALL / COLUMN TO REMAIN WT1 WT2 WT1 B2 WT1 WT2 B2 ALIGN FLOOR & WALL ALIGN FLOOR GROUT JOINTS, TYP. & WALL GROUTF_ JOINTS, TYP. Design Team ENLARGED TENANT 1701 JOCOMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD FLOOR PLAN (5.... RESTROOMS ___ 229 &c #231 03 ACCESSORY PLAN RESTROOMS #229 &c #231 INT. EL. @ RESTROOM 231 1 NT. EL. RESTROOM #231 FA :215-286!950 19103-2838 FAX.215-286-7990 09 SCALE: 1/419=1 -0 SCALE: 1/421=1 -0 SCALE. 1/499=1 -0 SCALE: 1/429=1 0 22 GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 TEL:503-223-0500 FAX:503-223-2874 ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLAZA WEST 3090 OLIVE STREET,SUITE 500 DALLAS,TX 75219 TEL: 214-871-9078 WP2 WP2 WP2 WP2 WP2 WP13 WP2 WP2 WP13 FAX: 214-871-9869 B.O. CEILING B.O. CEILING B.O. CEILING B.O. CEILING CIVIL STRUCTURAL GROUP MACKENZIE 0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 T.O. LIGHT FIX. _ T.O. LIGHT FIX. T.O. LIGHT FIX. - i - T.O. LIGHT FIX. - 14 PORTLAND,OR 972 _ TEL:503-224-9560 _ — — 7'–F A.F.F. FAX:503-228-1285 6„ A.F.F. -- -, -- 7,-6„ A.F.F. 7,_6„ A.F.F. OPEN T.O. MIRROR f` EQ. EQ. T.O. MIRROR - EQ. EQ. WP2. T.O. MIRROR - ,,--_ , �. . 7,-0„ A.F.F. � . .� •. - � . PL9 � 7'-0" A.F.F. � � � - �. � - 6,_6„ A.F.F. - - - _ -. • ELECTRICAL COCHRAN,INC. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 T.O. TILE /� ,� T.O. TILE _. T.O. TILE T.O. TILE TIGARD,OR 97223 4'-9" A.F.F. 4'-9" A.F.F. ' I 4'-9" A.F.F. i 4'-9" A.F.F. ( TEL:971-205-4263 ® T. COUNTER_ i _ T.O. COUNTER 6" I — 10/A9.05 O.H. T.O. COUNTER I 0 2'-10" /�.F.F. ELECTRICAL R&W ENGINEERING,INC. 2'-10" A.F.F. i 2'–10 A.F.F. MIRROR I I ENGINEER BEA S.W.ALLEN BOULEVARD,SUITE 107 .� . - I -: I - BEYOND • — T .I I I BEAVERTON,OR 97005 TEL:503-726-3318 FAX:503-726-3326 FIN. FLR. FIN. FLR. FIN. FLR. FIN. FLR. 0 9-09, 0'-0" 0 —O 0 —O MECHANICAL HUNTER-DAVISSON,INC. WT1 WT2 B2 B2 WT1 WT2 WT1 WT2 B2 WT1 WT2 B2 ENGINEER 1800 SE PERSHING STREET ALIGN FLOOR & WALL ALIGN FLOOR & WALL ALIGN FLOOR & WALL 1 O/A9.05 ALIGN FLOOR & WALL PORTLAND,OR 97202 TEL:505-234-0477 GROUT JOINTS, TYP. GROUT JOINTS, TYP. GROUT JOINTS, TYP. GROUT JOINTS, TYP. FAX:505-542-3603 LANDSCAPE GROUP MACKENZIE INTERIOR ELEVATION @ RESTROOM #231 INTERIOR ELEVATION @ RESTROOM #231 INT. EL. RESTROOM #229 INT. EL. RESTROOM #229 ARCHITECT PRIVER ORTLAND,OR 721 TER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 11 „ „ 131/4"= „ 14 „ „ . SCALE: 1/4 =1 -0 SCALE: 1 -0 SCALE. 1/4 =1 -0 SCALE. 1/4"=l'-O" FAX:503-228-1285 G 3'-108" G I I I I WP2 WP2 WP2 WP2 WP2 B.O. CEILING B.O. CEILINGIssues and Revisions �O 9,-0„ A.F.F. 9,-0„ A.F.F. - - T.O. LIGHT FIX. No. Date Description I o El I T.O. MIRROR /' �' PL9 A3 I MEN I MEN 7,-0„ A.F.F. - ' ,,� `,�' /,� A2 I 204 i F-204 EQ. EQ. EQ. E T.O. TILE �lao I 5,_0„ F2 I I 4 -9 A.F.F. o Q I rn01 10 9 ® ® I w = T.O. COUNTER d- `� _ = 7 27 1 11 2'-10" A.F.F. O cs7 WP3 r710o IOF co 1 A9.06 OH o 1 o o) _I 28 6 4 3 1 DOOR - a; 2 A9.06 a, FIN. FLR. FIN. FLR. ►�� I N 23 25 21 5 0'-0" 0'-0" EXISTING 5 A2 B2 B2 WT2 WT1 WALL N I 8--88" CLEAR I 11 I ALIGN FLOOR & WALL ALIGN FLOOR & WALL GROUT JOINTS, TYP. GROUT JOINTS, TYP. D1 I IILLII I 1co I INTERIOR ELEVATION � RESTROOM #229 INTERIOR E@ RESTROOM #229 -- - ----- --- -- -- A2 I i I 16 8 „ , „ SCALE: 1/4'P=11-0" SCALE: 1/4 =1 -0 1'11100 EQ. EQ. I I 5 OF Q B2 F2 11 21 5 22 23 13 D00 N :.:•:A9.06 o 28 6 4 3 LOCKERS LOCKERS A2 C1 Q l000 WP2 WP3 WP2 WP2 G13 G 13 WP 1 21/A9.06 WP3 I 7 1 27 11 B.O. CEILING B.O. CEILING B.O. CEILING B.O. CEILING L0100 00 rn 1 5 -0 9 9'-0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. I . - T.O. LIGHT FIX. � _ � � � - --� � � � � _ � I WOMEN I WOMEN 0 7'-6" A.F.F. e oV) C.O. ,ROD 5' 0" CLEAR I I �` 7'–FT A.F.F. 01 T.O. MIRROR , i 205 i LZ25 7'-0" A.F.F. T.O. TILE T.O. TILE j ❑ B.O. HOOK 4'-6" A.F.F. 4'-6" A.F.F. PL5 „ Job No. Issue Date _ T.O. COUNTER TIID .O. COUNTER 4'–0 A.F.F. ” -- 5 –55 3 -1 p5 2'-10" A.F.F. , � I P L7 2'–1 o A.F.F. I I. - . . 8 8 12 018 12. 14.2 012 Issue Package FIN. FLR. FIN. FLR. FIN. FLR. I FIN. FLR. 9 '– �� �_ °� � INTEGRAL °– °' �— 1-019 � ISSUE FOR PERMIT 0 0 0 0 EGR Lp 0 0 WT3 B3 5'-0" TOE KICK 15/A9.14 SIM. B3 WT3 PREFAB. ACCESSIBLE NOTES & LEGEND: NOTE: Sheet Title PREFAB. ACCESSIBLE PROVIDE NAPKIN SHOWER UNIT, 1.-REFER TO 17/A9.05 FOR TYPICAL FIXTURE MOUNTING DIMENSIONS. REFER TO 20/A9.05 FOR SHOWER UNIT, DISPOSAL UNIT ONLY REF: MEP ACCESSORIES SCHEDULE ENLARGED RESTROOMS REF: MEP AT WOMEN #205 ® EXISTING WALL TO REMAIN #229 & #230 - 2nd. FLOOR Sheet Number INT. ELE BATH — INT. ELEBATH — I T. ELE @ BATH — I NT. ELE rcb BATH — ENLARGED FL OR P ACCESSORY PLAIN ROOMS 204 , 205 R00 S 204 205 ROOMS 204 205 R00 S 204 205 BATHROOMS 204 8c 205 BATHROO S 204 & 205 21221/4"=l'–O" ' 23 , 24 „ , 25 SCALE: 1/4"'=19-011 SCALE: 1/49'=l -0 SCALE: SCALE: 1/4"=1 -0 SCALE: 1/4 =1 -0 SCALE: 1/4"=l'-O" COPYRIGHT© 2012 e - - s WP6 WP1 WP1 `O WP6 WP 1 Q Q ; WP6 WP7 WP6 r1_WP1 C3 WP1 WP1 C3 WP7 CLG. SCHED. -1 z TSOFFITS ALL SIDES - - - CLG. SCHED. CLG. SCHED. SOFFITS 11 '-0" A.F.F. :: . :. . 1 1, ,\ -0" A.F.F. 1 1,-O" A.F.F. T.O. WALL B.O. _SOFFIT - - 10-0' AFF B.O. SOFFIT 1.,, 10' 0" A.F.F. • t 10 -0 A.F.F. 1.3 _ T.O. OPENING 12. - 1� :. : : Ak T.O. SHELF T.O. _WALL _ _ _' _ _ _ Gr®matzky Dupre & Associates f ff — . .. - '. � •• � Na pNWA*5re!^ m'�' 'tlMt1N!:'+n + !m�nilMF.n M9?INIPa!^.N*N4^.knw+°ti`mmtlmakFn!RIP.nru°rcs Au' ,k,.armin!m@euNF�.'mxei3 �BaskPINttmi,NNlAdlsoud :�TFInl ln:liNim!lal lamtlJnawil5sluzs'kmNm&a.N alNwulk!!i — — 8 -0 A.F.F. 7'-10" A.F.F. 8'-0" A.F.F. N c� 0, rr,m111 ��w a,0,4 �mmamgm� aNaslN nwa k 2 mm m�mwowmMu wm N MMU Project w EQ. EQ EQ EQ. EQ EQ - - :If'�1'.b'11GI'"f�iN:k9iNpIPtp9 • � " i kS rkML9 19 a wam mma a m µmtinm,P' k k km NE wanoNI�yNaJ�!PdbdP�tadlkPMBkP GRiPk n, T.O. SHELF . LwJINen:Api's'1•N,fr,Nw;�:�.N b k k umnq.In:m3!a mn IxP.diWN I Id! N i NhxxmuP n rd' '$:'PkW'67CPmJl�uN'I::P;ItNkl.�:luJ77'G'I r1NP2PN ItliBNl 3k',.kir:Ck klkik.,.o-a d7,lma ai lk"".R,Fw�n:�:g WIN�41n'riNl'vLrJaN 6M,nJk!�7pn .m.rymkGi l�a:kI 41Y ::Ik•1km ltl j9p,004"PM�rI N'k!tld41OW PIPv1 I��S4�4a�u'J,iJkk:kip",�„�'.da" ''�.k'41'v�Po�kJ�t$�Nwk — — Q • , .. g6dP mN":uaillS�F:S ImN kN kJmm+'.im:+,dnMG,M.,Ik m:A ckgWmti,hSr'sdlll"ION7Y !kl-;diN'Y:KK6 NIA.k IRd,4Y:'di'9:d"hre�!>r;a C31;`. P"3P•�9'E'B:':;9Pb uk�: +IP�a1kGkIM@,vg d.E1011Pom'AIkiW'dl�&INH66�:6,7kNifIIF . CCO 'Cas6,_3„ A.F.F. PL6 . ImaP."THmG14'q.'NdNb WJ" 61kki''P;4:J 1F mf Wb .9'dC IP9�PflPmk•kllalk+1GP"P'J" 'I.,!"I.�Ii¢& q5 fid',..,'u:6�sdlw lhndA;V19Td 63'➢'WW:4 deP'P�4k'iyNC%'SPI 4*dwwMk'�Wftd �P l'k.NldMle w 4 —Q i �; h �I�az rye , Pay krim H&�,:.,rr� lel m :.rack v�v�w aPw win a Pim�� mrr�k arae ��a wPa�Pamz ��i� mn� m n;a:a r N as xmN srrm.�vlu ��s ��m�� �wk�m�m��m wm�. flAm 9�#md�mC k k flP iGd Pmm S � m Ni k�' ,ONNOMM MAM001 ��m mm N=1 kl! kl T.O. SHELF CLR. a �g y NIC"d Ny � M .m _ _ I �:P7N�:�,YkNIG'BI�tl'kki:?RJCn i�J.S&mak% • --�-- --- -------- —.^_-- _--- t 4 mm m2 crremmma mkomd�,N mlhmea �, amww m:r, d:m 11.04Gc!�N ramremw s.r�a k rkml kw -- _-- ------� _�_ nlla'I.4u 11 danm.NY�15!k:�J:.61&N,'k kPip IGkM''� k' : IN�dkCi"d;IIPI.CP: NiPm;2 'd'u�@ffiP�!12 'SWu:kkkl:i'dG6 yk6r�dlig,)1,kk1 4'-7" A.F.F. LO -. �'.• - :.. 1'JdW ;di9ib::NNh!WmWW,k�mN�aNNmws2N �11p ,I.aJ:NN�1W'dLk!k�Pa vE�.�16N7gN%'ll!�fk '':�n�P JNI '$'.P'JL@Ik,.'.�N �. P m,N!NNIXMIIk&iNhk'9�kmlhi 5:6mP'P91m ,JNd,w'a&\'!k:id kA'Um'd 4'&:h'�'a:'NMIN k'm'mk': k IkN6 m:,, i INP•IR"{ ddY!m ,hn dkP"dk Yd d 7 �k! khl%!'�YPkI''!IA''NNk.:fPPWF19rkji . ahh4fi § N I�m3m zuti nrsal.uJ:'�rdw,kklwdsdwd:6m!dlr ^kel pormmkranmr'gnYnauv!n,aw�rksrua�rrb'w m:Ja 0,KNOW!&dL" mm—MO . . .I MOW�tl"�6"Y106''"Y'nSpiiiRIR'A IN k:q 6�iN gmr,a mlll�:nAi P�W'.1`�J.sduPo'�pNa�NIW Nwb, 1N�NMPNd,fPW:�mkl:�+l'gNC,kmNpN �.IflkP NO 7XflNfkl'NJL�"m&tW91�"�' '�''ukmwdhre�4wmM�:'y1N�ll I � . (� I I 1 . 1 hktrn'kd"P gN�'rdCYIN+m4dtl'ri� �..Paa PIg:P�mk'�IaJ :: E� � lulk'9�1dP'u4'k:k''I'�Y'IinJ;h�1��:r�' INRJPI gilt�'W NRJfl�. :�'�+G9 ::'�6'f7 �ird�plNliN:�N�k!dkl Vii" ,CNN881k�i1 B.O. OPENING w 1 I----- ----------------- - L m� - _ I --- ------------ �a Jpm d�mm Nmm mmm p mmm 'ON , oma � � m� , l km �seaalP mla mPn ,Nr� Na �m� T 0 TABLE 1 nNll"nk,'�Y,mNm.!. lalnnl�'d p'NC4d7 � ' _ 2 6 A.F.F. . . AI N' rk,,l -�- Y 2'-3" A.F.F. IN II� „ 1 3 DIA. F1 N. Ia'P!;Il k'I h,r� :,NN�I�: ,Ii FINISH FLOOR FIN. FLOOR- 0 ------ ---- -- ----------- -- - GROMMET ,wk _ -- -- -- 0, 0„- - �� W COVER 0,_�„ A.F.F. �----- --- ------ TECHNICAL Y 0 0 A.F.F. - - - 6 / --' 18 4 0 18 PL6 B1 PL8 G6 7'-0„ C C, B1 PL8 B1 OPERATIONS WP6 16 A9.12L49' 10 A9.12 ENDIA. SS POST TABLE LEGS (2 TOTAL) 11308 SW 68TH PARKWAY TIGARD, OREGON 97223 INT. EL @ LOBBY #202 NOT USED 1 NT* EL. @ LOBBY 202 INT. EL. @ LOBBY 202” ,, .03 04 „ , 0 „_1, „ SCALE: 1/4 =1 -0 SCALE. 1/4 -1 0 SCALE. 1/4 0 Authorization LO D ARO a; 0) of &00*. < KEITH RAD-Us � H WP2 WP2 � WP2 � WP2 CLG. SCHED. CLG. SCHED. CLG. SCHED. CLG. SCHED. CLG. SCHED. WP2 OA�LAS,TEXAS g 10,_0„-A.F.F. 10,_0»-A.F.F. 10,_0„-A.F.F. 10,_0„-A.F.F. 10,_0„-A.F.F. ��C_�C_ 68 WINE- L2 - PL6 PL6 0 ✓ ' UPPERS 8'-0” A.F.F. 6„ -3 EQUAL 6 SHELVES/ K&V SHELF 77— T.O. SHELF SUPPORTS Q 'STANDARDS & BRAC S T_ - 6 -2 1 2 -A.77 °° 8 EQUAL 6' 9 % i i / Design Team `� PL1 Q PL1 B.O. CABINET PL1 B.O. SHELF PL1 TENANT COMCAST CABLE o 0 4'-10” A.F.F. 4'-10” A.F.F. T.O. SHELF PLUGMOLD _ c.� . • � COUNTER/ � ' . ' . . cv - COUNTER/ .� � � COUNTER � � - � - COUNTER/ _ - 1701 JOHN F.KENNEDY BOULEVARD » PHILADELPHIA,PA 19103-2838 ® ® BACKSPL. T.O. COUNTER 4 2 A.F.F. TEL:215-286-7950 T.O. COUNTER o BACKSPL. T.O. COUNTER C-= BACKSPL. T.O. COUNTER _ BACKSPL. FAX:215-286-7990 �`-- -J-T _ T.O. COUNTER PL6 2 -10 A.F.F. - - - - - - - - - 2 -10 A.F.F. i�.=. - - - - - - - - - - - - - - 2,_6„ ----� � 2 -10 A.F.F. 2 -10 A.F.F. COUNTER/ I COPIER owrlERl I / \ I \ PL2 / \ / \ PL2 / _\_ /_ _\_ _/_ _ _\ PL2 N BACKSP. GENERAL LEASECRUTCHERLEWIS LOWERS ® I — : . CONTRACTOR 550 SW 12th AVENUE \ / \ \ / \ / \ / I Ir _3 \ / / LOWERS \ / \ / / LOWERS \ / \ / \ / LOWERS PORTLAND,OR 97205 FINISH _FLOOR FINISH _FLOOR _ _ FINISH _FLOOR FINISH _FLOOR FINISH FLOOR PL8 TEL:503-223-0500 0 -0 7 EQUAL 0 -0 - 0'-0” EQ 10 EQUAL B1 0'-0” EQ 4 EQU L EQ B1 0'-0" E 5 EQUAL EQ EQ 25'-0" F.V. SUPPORTS FAX:503-223-2874 FINISHED END EQ PANEL 8'-1�" F.V. 9'-71" F.V. EQ 10'-4 L F.V. ARCHITECT GROMATZKY DUPREE&ASSOCIATES 14'-5' F.V. 8 4 131 VICTORY PLAZA WEST 3090 OLIVE STREET,SUITE 500 DALLAS,TX 75219 TEL: 214-871-9078 NOTE: Q Q FAX: 214-871-9869 ALIGN UPPER CABINETS o LO W/ LOWER CABINETS �" ENGINEERCIVIL/ UCTURAL GROUP MACST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 INT. EL @ COPY #224 INT. EL @ COPY #259 INT. EL. @ COPY #259 1 NT. EL @ COPY #284 INT. EL. @ STORAGE/TEST BENCH #207 ELECTRICAL COCHRAN,INC. 6 07 08 09 10 CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" TIGARD,OR 97223 TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 FAX:503-726-3326 L0 I) MECHANICAL HUNTER—DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET O) B•0• Al B.O.- _ PORTLAND,OR 97202 �_ o; DECK DECK TEL:505-234-0477 O \ FAX:505-542-3603 co _ SUSPENDED CEILING, REF: RCP 15'-8t F.V. O Q Q COFFEE SERVICE LANDSCAPE GROUP MACKENZIE WP2 9'-10" (8 EQ.) WP2 01 0 0 BY TENANT ARCHITECT RIVER EAST CENTER CLG. SCHED. CLG. SCHED. WP2All PORTLAND,OR 97214 CLG. HT. 1515 SE WATER AVENUE,SUITE 100 3'—�" 560 ' " FAX:503-228-1285 10 -0 A.F.F. SUSPENDED LIGHT FIXTURES, REF: MEP 10,_0„- A.F.F. 10'-0» A.F.F. � 3„ � � 3„ - PL3 4 6 .EQ CABINETS CL.R. 6 EQ. CABINETS 4 T.O. CABINET_ T.0. CABINET PL4 T.0. CABINET 8'-E” A.F.F. 8,-0" A.F.F. 1-i-1 -- - -- -- -- -- -- I UPPERS 8�0�' A.F.F. -- --- - \ G 13 v - � � �\ I�� � PL4 / \ \ / \ \ / - - \ / \ -- ---- CAB F F B.O. FIXTURE- - - „ 0 \ / n n 1 -- - -- -- -- -- -- -- �� '�. �' B.O. - - - - - - - - - - - 6'3 6'-6" 2 E 2 EQ i2 EQ 1 1 B.O. CABINET III J)zAir CABINET \ / / \ / / \ / \ / DOUGLAS FIR TOP CAP 5'-10" A.F.F. a; -- - -- -- -- -- -- -- ---' B.O. CABINET T.O., ,PANEL PL1 " w -- - -- -- -- -- -- -- rn PL5 W TER' DI�SP;---, i i 4 10-'' A.F.F. - „ PL3 A F F 5 0 II II II II II II II I II II II II II II II II II II II II II II III II II II II II O B.O. CABINET d- I I I I I I I I I I I I I I II I I I I I I I END PANEL COUNTER o a ® B TENANT i a i i ® i ® T.O. WALL I I I I I I I I I I I I I I I I I I I IIIII I I I I I I WP6 3/4 H X 3/4 D REVEAL N 4'-1" A.F.F. o. El® �I PL3 /Tak .O. COUNTER BACKSPL. •- T.O. COUNTER 3'-6" _ PL2 PROVIDE - - - - - - - - - - - - - - - - - - - PL5 COUNTER & 2'-10" A.F.F. - - - PL4 _ 2 -10 A.F.F. T.O. COUNTER , I BACKSPLASH FINISHED PL4 / \ \ / \ / \ / \ \ I / \ I / \ / \ I \ Issues an evasions - - END PANEL - - - - - - - - LOWERS > > - 2 -10 1 I (3) 4" DIA. SS POST TABLE LEGS FINISH FLOOR FINISH FLOOR B1 FINISH-FLOORF�INISH FLOOR No. Date Description 1 12" EQ. EQ. 12" 0,-0 EQ. 4 EQUAL 2 01 B1 0 -0 EQ. 10 EQ. SPACES EQ• 4" 6 EQ. CABINETS CLR. 6 EQ. CABINETS 4 WP2 , B1 Ile- 15 -0 5'_81" END PANEL 13'-74" 21'-22" F.V. All 12'-8$" F.V. LO NOTE: 0) M N OTE: Q ALIGN UPPER CABINETS < ALIGN UPPER CABINETS LO W/ LOWER CABINETS L W/ LOWER CABINETS MAIL ROOM #206 MAIL ROOM #206 INTERIOR ELEVATION @ COFFEE #258 INTERIOR ELEVATION @ COFFEE #258 11 " ,, 121315 SCALE: 1/4 =1 -0 SCALE: 1/4"=1 -0 SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" d- r O cD \ PL10 21'-6" WP2 WP2 WP2 FABRIC G14 OVER 1/2" WP16 WP1 WP16 FINISHED " TACKABLE SURFACE PANEL END PANEL 12" 12" 12" 8 ON 5/8" GYP. BD. CLG- SCHED. CLG. SCHED. CLG SCHED. _ T.O. WALL LG SCHED. _ 10' 0" A.F.F. -- _10"=107-A.F.F. � 10-'-0� A.F.F. 10' 0" A.F.F. 110 k, WP3 ,_2„ 2 _2„ PL4 T.O. CABINET 2 8" DIA. B.O. TRACK - -;�- - - - WATER- 'DISP. ( ) -,�— -8'-0 A.F.F. GROMMETS 8'-0 A.F.F. PL10 � �- \ 1 � BY TENANT . :d- � -t MICROWAVE COFFEE SERV. SS1 �_ TOWER_ . �r =__�'n �r ==�'n - - BY TENANT vi \ rREFRIG� I lolli it ® Iwlll B.O._CABINET L _�t1 L _—J U �— —� r— ---� oN PL1 PL1 \ O' ' BY GC ; . ...__. . � i i i i 4 -10 A.F.F. -_-___, r_____-� COUNTER/ COUNTER/ aro . . y -- � -� ® w _ I I II III ® I ® i i ® i i ®. i T.O. COUNTER JO O Issue Date T.O. COUNTER ------- ------ 111 1 -- -�� - BACKSPL. BACKSPL. _ T.O. COUNTER --_ - IIIA _ -6 A.F.F. T.O. MKR. BD. SHELF -- on r I ---ter......_.....®. y..l - - - __1$112'-10 A.F.F. i I 1 I � -�� - - - - - 2-10" A.F.F.I N - ----- -� 11 - III - - - - - - 12. 14.2012 PL2 I I L _Ju !!_ __ T.O. COnUNTER 3 -o F.F. 1201 I I I I I 1 COPIER I � I I I i . i / .— I �OWNER I II / LOWERS / / \ I UNDERCOUNTER � I I I `, ,' - I \ II / \ I cO II LOWERS ® I N I I ® I I I I 2 -10 A.F.F. Issue Packa e I _-- REFRIGERATOR II 9 I -I •I r � � \ / � FINISHED END FINISH_FLOOR _-.� _ _ B1 B1 __ FINISH_FLOOR FIN. FLOOR PANEL FIN_. FLOOR _ ISSUE FOR PERMIT 0,--0,, 4 EQ. 4„ EQ. 3'-o, 2 EQ. 3,, 01-011 0' -A.F.F. ICE - - 3'-0" A (NETS 0'-0 A F.F. FINISHED END 3» CLR. 3„ FINISHED END 2' 2" 3' 4" CLR. 6 EQ C 4'-0" PL4 PANEL „ 4 4 PANEL MACHINE 1-1" 1$0 Sheet Title 5 0 7'-43" F V B1 BY TENANT 12 12 4 14' 10" 12 12 DOORS W/ B1 WP2 HANGING MOVABLE 4 INTEGRAL BASE MARKER BOARD SYSTEM INTERIOR ELEVATIONS 9'-74" F.V. NOTE: NOTE: � r � ALIGN UPPER CABINETS 0i 0) rn Q Q Q 1 . PROVIDE KEYED LOCK SETS Sheet Number W/ LOWER CABINETS N a ON (2) BASE CABINETS ONLY. C4 I T. EL. OPEN OFFICE #269 INT. EL. WELLNESS RM . 256 I T. EL. VE DING R 296 INTERIOR ELEVATIO @ BOARDR00M 295 . O7 16 1718 20 - _ 1 SCALE: 1/4 =1 -0 SCALE: 1/4 =1 -0 SCALE: 1/4"=V-0" SCALE: 1/4"-1' 0" COPYRIGHT© 2012 A s WP2 WP2 WP WP2 Ak CLG. SCHED. Alk CLG. SCHED. CLG. SCHED. CLG. SCHED. CLG. SCHED. 10,_0„-A.F.F. 10'-0”-A.F.F. 10'-0" A.F.F. 10'-0"-A.F.F. 10,_0„-A.F.F. LO U T.O. EX_ DOOR 7SHE T.O. DOOR8'_0„ A.F.F. °' °' 8,_0„ A.F.F.PL6 SHELF / \ °° HELF SHELF00WATER ®a / QLD -D-ISP. .5 EQUAL- MICROWAVE—/ \ 6 5 EQUAL 6 T.O. ,COUNTER T.O. ,COUNTER O MICROWAVE oN• BY Ak T.O. SHELF T.O. SHELF / \ 5 -0 A.F.F. 5'—0 A.F.F. TENANT � PL3 4'-2” A.F.F. kLLD 4'-2" A.F.F. p® . . �® D® 0[sJ ®: ®0. ME I� .. l o ® i I COUNTER/ Gr®matky Dupree ASSmCI�IteS \ / T.O. COUNTER BACKSPL. Alk T.O. COUNTER T.O. COUNTER \ / T.O. COUNTER T.O. COUNTER / $- III _ _ Project , „ , „ , „ 2'-6" A.F.F. N 2 -6 A.F.F. \ / 2 -6 A.F.F. 0 2 -6 A.F.F. o / 1 PL4 R/ — \ LOWERS FINISH FLOOR BACKSP./ FINISH FLOOR FINISH FLOOR FINISH FLOOR FINISH FLOOR B1 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" LPL6 17,_0„ F.V. lf� Q, EQ. EQ. B 1 B 1 EQ. EQ. PL6 E 6 EQ. Q NOTE: lo 16'-1" F.V. PL8 R 11 COUNTER/ 1. PROVIDE d' SUPPORTS COUNTER/ / / KEYED LOCK SETS BACKSP./ ./ 15'-0" F.V. 11'-0" F.V. BACKSP./ 7'-84" F.V. °' B1 B1 AT BASE CABINETS, PL8 THIS WALL ONLY. o - PL8SUP.- B1 Q SUPPORTS/ Q ¢ END PPANEL TECHNICAL SUPPORTS END PANEL Lo END PANEL Lo o Lo 0 0 OPERATIONS CENTER CCIDITICCISt 11308 SW 68TH PARKWAY I NT. EL. @ LAB #235 1 NT, EL. @ LAB #235 1 NT. EL. @ ENG NOC #232 1 NT. EL. @ ENG NOC #232 1 NT. EL. @ COFFEE #233 TIGARD, OREGON 97223 01 „ , „ 02 „ 03 „ 0- 4- 05 .SCALE: 1/4 =1 -0 SCALE. 1/4 -1 -0 SCALE. 1/4 -1 -0SCALE: 1/4 -1 0 SCALE. 1/4')=1 0 Authorization ) ARC cli 0) REF: A9.04 FOR WP WP7 0 o WP16 ACCENT COLORS 6 VUPPERS CLG. HT. {,� KEITH '�tA�3US CLG. SCHED. CLG. HT. 10' 10,-0„ F 10 0 A.F.F. `� 0'-0" 1 EQ. 6 EQUAL A.F.F. A.F.F. DALLAS, + - T.O. CABINET LIC. NOtilm 8 -0 A.F.F. ` �' O ;, - - — — \ / \ 77 IER/ -V4 .O. CABINET PL. 4'-10" A.F.F. -ICOFFEE BY 8" DIA. Design Team T.O. COUNTER o ® I TENANT GROMMET TENANT COMCAST CABLE . - - 1701 JOHN F.KENNEDY BOULEVARD 2'-10" A.F.F. - - PL4 - • - - - - - PHILADELPHIA,PA 19103-2838 / \ TEL:215-286-7950 FAX:215-286-79W — — LOWERS �FINISH _FLOOR \ / B1 FIN._FL. : FIN._FL. - �� '- 11 0'_0�� 0 -0', GENERAL LEASE CRUTCHER LEWIS T V O CONTRACTOR 550 SW 12th AVENUE EQ 2 EQ' 3C LR ' 7 EQ 6'—0" 631-091 TOR 503 2D2,OR 9 205 7'- �-84�� F•V- � B 1 B 1 FAX:503-223-2874 71 €;€ �+ �� " " ARCHITECT GROMATZKY DUPREE&ASSOCIATES ¢ 3/8 X 5/8 FRY 3/8 X 5/8 FRY � �` VICTORY PLATA WEST REGLET REVEAL REGLET REVEAL 3090 OLIVE STREET,SUITE 500 DALLAS,TX 75219 TEL: 214-871-9078 FAX: 214-871-9869 CIVIL/STRUCTURAL GROUP MACKENZIE INTERIOR ELEVATIONS � ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 6 INT. EL. @ COFFEE_____ 233 TRAINING ROOMS 288 293 8c 294 INTER10R ELEV. @ BOARDROOM 295 10 NOT USED 60 FAX: RANI C.0 „ ®� ®� „ SCALE: 1 4„_1,-0„ SCALE. 1/4 -1 -0 SCALE. 1/4 -1 0 SCALE. 1/4 -1 0 / ELECTRICAL COCHRAN,INC. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 FAX:503-726-3326 WP1 WP1 WP1 WP1 MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET PORTLAND,OR 97202 B. 0. B.0. TEL:505-234-0477 - - - - - - - - - - - - - - - - - - - - - - FAX:505-542-3603 DECK DECK LANDSCAPE GROUP MACKENZIE C3 :AILS WP 1 WP 14 WP 1 WP 14 C3 ARCHITECT RIVER EAST CENTER Ak C LG. HT. SDE CLG. HT. 1515 SE WATER AVENUE,SUITE 100 11,-0 ,- A.F.F. - � •. . . . - . - 1 1'-0-' A.F.F. .. � •. .�• �- . . :. . � .-.- - � ALL PORTLAND,OR 97214 _B:O. SOFFIT SIDES B.O. SOFFIT FAX:503228-1285 -1.0'-0 A.F.F. . ALL // . . •. •. - .. • . .. : . .• // . : . .: C3 SIDES OPEN \ / // OPEN \ // OPEN \ / \ Issues and Revisions 2 -0 EQ. EQ. EQ. EQ. EQ. // EQ. EQ. EQ. 2,_0, \ / T No. Date Description FINISH FLOOR O OO O O O O FINISH FLOOR O O ( O O O OO O CORNER GLASS ANGLED GLASS CORNER B1 GLASS BUTT BUTT, TYP. B1 B1 GLASS BUTT, TYP. GLASS BUTT INTERIOR ELEVATION @ CORRIDOR FACING SOUTH____ VENDING BREAK RM . 29 6 INTERIOR ELEVATION @ CORRIDOR FACING WEST VENDING BREAK ROOM 2961/4"= ,, 15 SCALE: 1 -0 SCALE. 1/419=1'-0” Job No. Issue Date 12018 12. 14.2012 Issue Package ISSUE FOR PERMIT Sheet Title INTERIOR ELEVATIONS Sheet Number NOT USED AqM08 16 ,, , » SCALE. 1/4 =1 -0 COPYRIGHT© 2012 A WP2 CHAIN LINK WP2 WP2 WP2 CHAIN LINK WP2 WP2 FENCE EXISTING COLUMN FENCE EXISTING COLUMN T.O. T.O. DECK DECK xx T.O. LOCKER T.O. LOCKER A.F.F. A.F.F. Gr®matzky Dupree �[Associates Project 8\ 8N I >I >I >1 FINISH FLOOR FINISH FLOOR IV Hco cast 0'-0" 0'-0" FINISHED FINISHED FINISHED FINISHED LOCKERS FINISHED FINISHED LOCKERS FINISHED PANEL PANEL PANEL PANEL BEYOND PANEL M PANEL BEYOND PANEL B1 a; B1 B1 B1 rn B1 B1 TECHNICAL Q a I` o ': o OPERATIONS CENTER 11308 SW 68TH PARKWAY INTERIOR ELEVATION @ LOCKERS # 122 TECHNICIAN SIDE INTERIOR ELEVATION @ LOCKERS # 122 - WAREHOUSE SIDE TIGARD, OREGON 97223 1 „ 05 . 0 _ _ SCALE: 1/4 -1 0 SCALE. 1/4"=l'-O" Authorization WALL BEYOND CHAIN LINK COLUMN WP2 CHAIN LINK WP2 FENCE BEHIND FENCE FENCE EXISTING COLUMN T.O. T.O. CJ~ KEITH RABU � DECK DECK �, DALLAS, -I-ES LIC- NO. 184 OF PROVIDE . T.O. LOCKER TOP Design Team T.O. LOCKER PANEL T COMCASTCABLE / >, 6'-1 1 1/2 6'-1 1 1/2" 1701 JOHN F.KENNEDY BOULEVARD A.F.F. >1 I I A.F.F. TEL:215-286-7950 PHILADELPHIA,PA 19103-2838 FAX:215-286-7990 GENERAL LEASE CRUTCHER LEWIS OPEN OPEN OPEN CONTRACTOR 550 SW 12th AVENUE \ \ \ \ \ \ \ \ PORTLAND,OR 97205 TEL:503-223-0500 FAX:503-223-2874 FINISH FLOOR FINISH FLOOR ARCHITECT GROMATZKY DUPREE&ASSOCIATES ' " VICTORY PLAZA WEST 0 -0 0 -0 FINISHED FINISHED PANEL LOCKER FINISHED FINISHED PANEL DALLAS,TX 75219 3090 OLIVE STREET, UI BEYOND PANEL 7 TO CONCEAL TEL: 214-871-9078 PANEL B1 TO CONCEAL B1 O7 s. FAX: 214-871-9869 COLUMN BEYOND Q B1 COLUMN BEYOND co Q 00 CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 INT., ELEVATI0N @ LOCKERS 122 TECHNICIAN SIDETEL:503-224-9MO INT. ELEVATION @ LOCKERS 122 - WAREHOUSE SIDE FAX:503228-185 06 „ , ” 101/4"=l'—O" ELECTRICAL COCHRAN,INC. SCALE: 1/4 =1 -0 SCALE. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 FAX:503-726-3326 d' d- Q Q WP2 WP2 P L3 ENGINEER IAL H 00 SE ERSIHIING STREET 17'-11" F.V. WP2 o cO0 MICROWAVE PL4 B.O. DECK W UPPERS - T.0• FAX:PORTLAND,OR 202 CLG. SCHED. TOWER WP2 DECK 10'-0» A.F.F. 2 EQUA 12 EQUAL „ ' - - LANDSCAPE GROUP MACKENZIE T.O. CABINET : ARCHITECT RIVER EAST CENTER 8'-0" A.F.F. CLG. HT. _ 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 \ / \ Q v) I ll'-O" A.F.F. TEL:503-224-9560 o? = N COFFEE SERVICE COILING DOOR HOOD © O\ FAX:503-228-1285 ® �� 7 \ / BY TENANT WH SIDE, REF. SPECS. r SOFFIT HT. WP2 O B.O. CABINET In — -►. —..� 9,-0" A.F.F. Lf� 9 4'-10" A.F.F. L ® �1TIfl WATER. DISP • PL3 ®p - ® _ �� � ICE MACHINE COUNTER/ o BY.TENANT .p o ® . I I ® COUNTER/ T.O. COILING DR. BACKSPL. L T.O. COUNTER T.O. COUNTER I Ill BACKSPL. 7'-0" A.F.F. - - - - - - - - - - _ - - - BY TENANT P L2 sr�wN I 2 10 A.F.F. 2 10 A.F.F. — U PL4 N �T _ AFM 0 LOWERS 1 LOWERS STAINLESS STEEL I B1 • �� �_•� � FINISH FLOOR FINISH FLOOR / \ / \ / \ \ / �� B1 `r • W1 0'-0" 0'-0" 3'-0" T.O. COUNTER E 7 EQ. 2'-2„ 2 -8 CLR 8 EQUAL 2'-10" A.F.F. _ Q Q - I : Issues and Revisions 10'-0" 11» 11„ '_ NO PROVIDE KEYED TE: STAINLESS I ® I - 19 1 F.V. STEEL PLATE I WALL MTD. FAUCET LOCK SETS ON (3) N - � - 4KOHLER K-7549-4 No. Date Description � BASE CABINETS ONLY. FIN. FLOOR FINISH FLOOR � OR EQUAL '- 0 -0 A.F.F. 0 -0 4 -0 01 A NOTE: cv ALIGN UPPER CABINETS B1 B1 MOP SINK, W/ LOWER CABINETS REF: MEP SUPPORT 132 INT. EL. @ BREAKROOM 127 INT. ELEV. @ WAREHOUSE 101 1 NT. ELEV. @ LOCKER 122 INT. ELEV. � TECH OPS „ 14 15 1 1 _ 121/4"=l'-O" SCALE: 1 4"=1'-0" SCALE: 1/4"=l'-O" SCALE: 1/4 -1 -0 SCALE. / Job No. Issue Date 12018 12. 14.2012 Issue Package ISSUE FOR PERMIT Sheet Title INTERIOR ELEVATIONS Sheet Number min I go M' ', INOT USED 16 ' " SCALE: 1/4"=1 -0 ■ COPYRIGHT© 2012 1 ALL SIDES OVAL GAP ALL i WP6 C7 DRYWALL CEILING WP6 WP17 SIDES, TYP. CEILING BEYOND B.0. DECK WP17 CLG. ..HT. . .. . - . . . . . - . . . " . . - - • • - - - - . • - " - CLG. HT. 10'-0" A.F.F.'. SUSPENDED LIGHT 10,_0„ A.F.F. T.O. DOOR FIXTURES, REF: MEP o 8'-0„ A.F.F. Gr®m�tzky ®upr�e Assoco�tes WP17 / / 18" - PEN Project G13 0 0 • - . - . • : - " . . . . •. . . - .. . . - PI-5 .� � . . WP6 OPEN OPEN \ co cast FINISH FLOOR 0'-0" TECHNICAL 4" DIA. S.S. POST B1 B1 WP2 TABLE LEGS B1 WW1 `{' PERPENDICULAR E. GE B1 OPERATIONS Q COR–TEN PANEL CENTER 0 N PROVIDE "Z" CLIP TO SLIDE 11308 SW 68TH PARKWAY COR–TEN PANEL IN PLACE, TOP TIGARD, OREGON 97223 INTERIOR ELEVATION � CORRIDOR FACING NORTH (COFFEE #258) & BOTTOM, TYP. D1 „ SCALE. 1/4 =1 –0 Authorization WP6 WP17 ARC Ak B.0. �CElTH 3US DECK . : � .� .. - � " - � � - � - - � -� . � . - . � . ' . - " . : . - •• - . � - � . - " . - DALLA ,TEXAS LIC. NO.118 CLG. HT. OF 10,-0„ A.F.F. Design Team TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 pp FAX:215-286-7990 GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE OPEN OPEN TEL:503-223-0500 PORTLAND,OR 97205 FAX:503-223-2874 FINISH FLOOR Q ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLAZA WEST 0,-0„ 3090 OLIVE STREET,SUITE 500 DALLAS,TX 75219 TEL: 214-871-9078 FAX: 214-871-9869 B1 B1 CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 CORRIDOR FACING WEST NOT USED FAX:503-228-1285 INTERIOR ELEVATION � 10 ELECTRICAL COCHRAN,INC. 0 6 '_ " SCALE: 1/4 =1 –0 CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 SCALE. 1/4 –1 0 TIGARD,OR 97223 TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 FAX:503-726-3326 WP6 " COR–TEN PANEL " GAP ALL WP17 WP6 W/ CUT OUT LOGO SIDES, TYP. MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET PORTLAND,OR 97202 TEL:505-234-0477 FAX:505-542-3603 DECK LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER Q _ 1515 SE WATER AVENUE,SUITE 100 o PORTLAND,OR 97214 CLG. HT. N TEL:503-224-9560 FAX:503-228-1285 10,_0„ A.F.F. o SOFFIT L. BEYOND ") C c est UJ . 110 777 OPEN OPEN �o / Issues and Revisions No. Date Description FINISH FLOOR LETTERS "o" & "a" TO HAVE A 4" STRIP WW1 FLEXIBLE LED LIGHT PROVIDE "Z" CLIP TO SLIDE B1 B1 TO CONNECTING THE CENTER OF THE STRIPE BEHIND, G.C. COR–TEN PANEL IN PLACE, TOP LETTER TO THE FIELD OF THE SIGNAGE TO PROVIDE POWER & BOTTOM, TYP. INTERIOR @ CORRIDOR FACING WEST NOT USED 15 111/411=11-09) SCALE. SCALE: 1/4"=l '–O" WP17 ALL SIDES OF COLUMN WP6 WP17 — WP17 WP2 C7 ALL SIDES OVAL WP6 O DRYWALL CEILING B.O. DECK WP2 CLG. HT. B.O. CLG. CLOUD 10,-0„ A.F.F. 10,-0, OPEN �mmo T.O._PANEL Job No. Issue Date 5'-0 T.O. WALL 12018 12. 14.2012 OPEN �. - - � � � - � - �---,--._�.. - I Package Issue BEYOND ISSUE FOR PERMIT FINISH FLOOR _-r_...IT_,.- .m�_ FINISH FLOOR 0'-0" 0'-0" �, Sheet Title B1 B1 MILLWORK BEYOND, WP2 Q B1 INTERIOR ELEVATIONS REF: 13/A9.07 0 Sheet Number T IELEVATIONCORRIDOR FACT G EAST NOT USED I ER OR 20 _ _ 1 6 – _ SCALE. 1/4"-1 ' 0" A9ml 1 SCALE. 1/4 –1 0 COPYRIGHT© 2012 i COUNTERTOP PL6 3/4" PLYWD WITH 3/4" SOLID QUARTZ SS1 • AND SUPPORTS SURFACE WITH MITERED EDGES WALL FOREGROUND P. LAM. ON ALL EXPOSED SS2 1" PLYWD. W/ J" SOLID SURFACE SS2 SURFACES TOP W/ MITERED EDGES ON 4" DIA. X SS2 1" H. SS SUPPORTS (10 TOTAL) T.O. LEDGE — — — PL6 19/A9.12 IV 3'-8 A.F.F. 3" DIA. I GROMMET W/ 3" DIA. GCOVER�TYP. »� » N COVER, TYP. 3' 00 T O N 4 10 T.O. LEDGE ` N LEDGE ` w 2 -10 A.F.F. 2 -10 A.F.F. 1 1 A9.12 T.O. COUNTER T.O. COUNTER / �� R=219 _ 2'-6 A.F.F. �� _ A.F.F. SS2 1„ PLYWD. W/ J" ,=1N - in SIN rIN VN r- o w 39-11„ 3" WW 1 GromatZ Dupree �[Associates SOLID SURFACE TOP W/ PL8 I SS1 _ �(�/ 3 DIA. 1 -1 MITERED EDGES ON J" DIA. OVER " o -I f, 1,_85„ `�' 3/4" PLYWD WITH 3/4" �I W/ COVER, TYP. Project X 1 H. SS SUPPORTS PLYWOOD ON I I 2 3 4 8 SOLID QUARTZ SURF. I I (10 TOTAL) ALL EXPOSED I ° ° SURFACES OF N N IW/ MITERED EDGES N N cv N 15/A9.12 DRAWER UNIT 3" DIA. GROMMET ON -I - WW1 00 P. LAM. BASE CABINET PL8 I I I ALL SUPPORTS, TYP. WW1 ON ALL EXPOSED _I I I I FINISH FLOOR 4 FINISH FLOOR SURFACES, TYP. 1 I WW1 0 -0 3" 1'-6" 0 -0 3" g3'0, 6„ 3„ C St PL8 WW 1 PL8 3, PL8 PL8 C' 13/A9.12 OVER 4" PLYWOOD ON ALL 2g BASE BASE TECHNICAL COUNTERTOP ON ALL a I PL6 � to 01 EXPOSED SURFACES OF EXPOSED SURFACES, TYP. 0 I I DRAWER UNIT OPERATIONS SUPPORTS ON ALL PL8 I I DRAWER WIRE PULLS, TYP. CENTER EXPOSED SURFACES, TYP. I I N 11308 SW 68TH PARKWAY 7,-0» 2,_6» 16„ I o Q w o TIGARD, OREGON 97223 cc, m a ELEVATION/SECTION @ RECEPTION DESK SECTION @ RECEPTION DESK 1 1 0 3 SCALE: 3/4"=1'-0" 05 SCALE: 3/4"=l'-O" EQ. EQ. 1° °1 II II Authorization DO5 3" DIA GROMMET WITH 15„ N 4,_4„ II 4,_4„ II 5„ I 1 (FACE) 3/4•' PLYWD WITH 3/4" SOLID QUARTZ ' COVER 4 TOTAL TY I SURFACE WITH MITERED EDGES7SU WALL FOREGROUNDRC PL61 PLYWD. W/ SOLIACE 3/4"' PLYWD :WI-TH 4 : _' — — — — — —— TOP W/ MITERED EDGES ON DIA. X .� "SOLID..QUARTZ SI�RF. :... 0 0 0 0 0 0 1 3/4" H. SS SUPPORTS (10 TOTAL) 1 _0 f> : '.. : :. KEITH RABUSE �1 o T.O. LEDGE _ 1 -0 W, .ITER•ED EDGES. N w ° - - -� - - - - - -- -- -- - -- - - — = —° _0j 3'-11" A.F.F. — — — — T.O. LEDGE :SS2 '.. : - ff ,•- 3 DIA. 3'-8 -A.F. 1„ 1" ..I?��!1N.D.' 1N/. " .SO LI•D. S'UURFAC E DA r AS, cX S GROMMET W/ i,,. LIC. NO. 6 6LOW o :TOP W/ MTER:ED •E-DGES ON . DIA.: X I� 5,_0„ 1,_ cv COVER, TYP. i cv J. 6 9 3 .3/4:• •H:. SS SUPPORTS '{.1'O :TOTAL].:. = � T.O. LEDGE 01 JI w T.O. LEDGE ` - � 2 10 A.F.F. 2 10 A.F.F. T.O. COUNTERII$I_ =/ T:O. :COUNTER 13 -0 6" 2'-6' A.F.F. ��-6':A.FF. 40 1 Design Team WW 1 TENANT COMCAST CABLE N N N N N 3/4" PLYWD WITH 3/4" T M:; ' '„ 1701 JOHN F.KENNEDY BOULEVARD r 16/A9.12 f r .- I I PL8 SOLID QUARTZ SURF. I 1 :N I• ` TEPHILADELPHIA, 2 b-28HI,P 19103-2838 a Q Q Q "� 1 N FAX:215 `V IW/ MITERED EDGES N " CLR. GLASS TOP ON 3/4" PLYWD WITH 3/4" SS1 ►\ " DIA. X J" H. SS SOLID QUARTZ 0 0 0 rn SURFACE WITH U LEASE 00 CO SUPPORTS (6 TOTAL) WW 1 CONiTRAcTOR 550 SWC12t AVENUE LEWIS MITERED EDGES PORTLAND,OR 97205 FINISH FLOOR FINISH FLOOR .� TEL:503-223-0500 0 _0 23„ 3„ 0 -0 4„ 3„ 6'-6„ 3„ FAX:503-223-2874 ACCURIDE GLIDES, TYP. 801100 7 WW 1 PL8 PL8 ARCHITECT GROMATZKY DUPREE&ASSOCIATES WW 1 VICTORY PLAZA WEST B LU M "M ETAFI LE" OR BASE 3090 OLIVE STREET,SUITE 500 DALS,TX 75219 PENDAFLEX FILING SYSTEM TEL:L214 871-9078 RAILS FAX: 214-871-9869 CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 560 NOTE: DIMENSIONS ARE FAX:503-2281285 ENLARGED PLAN C� RECEPTION DESK IN LOBBY #20-2 TO FACE OF FINISH SECTION @ RECEPTION DESK ELEVATION @ RECEPTION DESK R ELECTRICAL COCHRAN,INC. 01 SCALE: 3/4"=1'-0" REF. FINISH SCHEDULE/A9.00 FOR ALL FINISH KEYS 08 SCALE: 3/4"=1'-0" 1 ® SCALE: 3/4"=1'-0" CONTRACTOR 7550 SW TIGARD,TECHOR CENTER DRIVE,SUITE 220 TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 S S 2 1" PLYWD. 'w/ " S S 1 FAX:503-726-3326 SOLID SURFACE TOP W PLYWD WITH 3/4" " CLR. GLASS TOP ON SS2 SS1 SS2 SS1 / Q 1" PLYWD. W/ Q 1" PLYWD. W/ �" „ SOLID QUARTZ SURF. DIA. X H. SS 3/4 PLYWD WITH 3/4 CLR. GLASS TOP ON 3 3 CLR. GLASS TOP ON MITERED EDGES ON 4" SOLID SURFACE TOP W/ i SOLID SURFACE TOP W/ /4 PLYWD WITH /4 MECHANICAL HUNTER-DAVISSON,INC. DIA. X 3 4" H. SS W/ MITERED EDGES SUPPORTS (6 TOTAL) SOLID QUARTZ SURF. " DIA. X J" H. SS SOLID QUARTZ SURF. " DIA. X J" H. SS ENGINEER 1800 SE PERSHING STREET / MITERED EDGES ON MITERED EDGES ON PORTLAND,OR 97202 SUPPORTS (10 TOTAL) DIA. X 3/4" H. SS W/ MITERED EDGES SUPPORTS (6 TOTAL) DIA. X 3/4" H. SS W/ MITERED EDGES SUPPORTS (6 TOTAL) TEL:505-234-0477 FAX:505-542-3603 SUPPORTS (10 TOTAL) SUPPORTS (10 TOTAL) 6'-g„ PL 2,-0" 6'-9" 2'-0" 2'-0" T.O. LEDGE T.O. LEDGE T.O. LEDGE LANDSCAPE GROUP MACKENZIE -f ARCHITECT RIVER EAST CENTER 3 -8 A.F.F. - 3 -8 A.F.F. 3 -8 A.F.F. 1515 SE WATER AVENUE,SUITE 100 IL � T.O. LEDGE Lo `� T.O. GLASS `� `� T.O. GLASS PORTLAND,OR 97214 3 DIA. TEL:503-224-9560 Lo 1'-1" 8" PL6 3'-3" A.F.F. _ 1'-1" 8" 3" DIA. PL6 3'-3 A.F.F. _ 1'-1" 8" N 3 -3 A.F.F. N T - N GROMMET W/ 3 DIA. GROMMET _ N . I GROMMET W/ FAX:503-228-1285 ` COVER, TYP. W/ COVER, TYP. �' ` --1N COVER, TYP. 17 T.O. COUNTER T.O. COUNTER 6 2'*::--6' A� 6 2 -6 A.F.F. 6 ;d WW 1 1 � WW 1 ►� � � -IN = WW 1 N N N I N N -IN •-Id- N -ld- 2'-3" of WW 1 °' Issues and Revisions d FINISH FLOOR FINISH FLOOR FINISH FLOOR_� No. Date Description 3 3 2 -6 7 -0 3„ 2$„ 2,_68„ 7,-0„ 3„ 2$„ 2,-68„oq Z,-0„ op WW 1 WW 1 PL8 PL8 PL8 BASE PL8 PL8 PL8 BASE ELEVATION @ RECEPTION DESK SECTION @ RECEPTION DESK SECTION ELEVATION C� RECEPTION DESK 1 1 SCALE: 3/4"=1'-0" 13 SCALE: 3/4"=1'-0" 1 SCALE: 3/4"=1'-0" WALL „ CLR. GLASS TOP ON DIA. X ' WALL BEYOND SS1 3j" PLYWD WITH 3/" SOLID SS2 1" PLYWD. W H. SS SUPPORTS (6 TOTAL) WALL FOREGROUND SS2 1" PLYWOOD WITH 1/2" SOLID SURFACE W/MITERED EDGES 4 4 / QUARTZ SURF. W/ MITERED EDGES SOLID SURFACE TOP W/ SS1 " : •'. :. . �„ MITERED EDGES ON SS1 :Y4" 3 „ SOLID 1„1„ 4„ VARIES REF: FL. PL. CLR. GLASS TOP ON Q PLYWD WITH /4 SOLID » „ DIA. X 1 H. SS I SURFACE T.O. LEDGE DIA. X H. SS SUPPORTS (10 TOTAL) QUARTZ SURF. W/ MITERED EDGES 20/A9.12 LEDGE WW1 CSI 2'-10" A.F.F. •,:• .. . • • - - . ••.. . ,:. . .. • - . : . . . . SUPPORTS ( TOTAL) BEYOND . :•...: : : . •_ . . : -. '• : .' • .•." •, .• : •. : • PL6 WW1 ( 1--0" 1 �'3'::��8 .O. LEDGE T.O. LEDGE T.O. LEDGE " DIA. X 1" H. SS STANDOFF FIXED W/ 4" SCREWS COUNTERTOP AND A.F.F. -1 1 A.F.F. 3 DIA. 2" 6" 4» - %13 - 3' 8"-A.F.F. T.O. GLASS : : `� `� T.O. GLASS SUPPORTS P. LAM. GROMMET W/ `� T.O. GLASS WW1 • 3;' A.F.F.- •:��:' - 3'-3 A.F.F. ON ALL EXPOSED SURFACES PL8 T.O. LEDGE 2,_6„ :. -10" A.F.F. SIN WW1 T.O. COUNTER `- _ _ - - _ — _ _ „ SOLID SURFACE LEDGE DETAIL - - - - - - - - - - - - - - - - - - - - - - - - - - — 26AFF • ' ' - - T.O. COUNTER - - . MV 2'-6' A.F.F. R-2 ►•'� 1 9 I I SCALE: 1-1/2"=W-0- 00 -1/2"=1'-0" N 00 r-IN j� 5" N 0 N I 4 op Z8 Job No. Issue Date N40 ' .: .:- •.: : . :. : w 3" DIA. GROMMET ON � WW1 12018 12. 14.2012 ALL SUPPORTS, TYP. WW1 PL8 6„ TEMPERED CLEAR GLASS TOP W/ POLISHED EDGES I Package ackage FINISH FLOOR 6FINISH FLOOR FINISH FLOOR L3"� 12 -6 3 3 3 0 -0 6 3 �� T.O. GLASS $I_ ISSUE FOR PERMIT P . L8 23 WW1 BASE 8 DIA. X J" H. SS GLASS STANDOFF Sheet Title PL8 PL8 INSTALLED AS PER MANUF. SPECS. MILLWORK DETAILS BASE BASE WW1fl fl WW1 Sheet Number ELEVATION @ RECEPTION DESK ELEVATION � RECEPTION DESK SECTION @ RECEPTION DESK 20 GLASS LEDGE DETAIL A9m12 1 SCALE: 3/4"=1'-0" 1 SCALE: 3/4"=1'-0" 1 SCALE: 3/4"=l'-O" SCALE: 1-1/2"=V-0"'-0" COPYRIGHT© 2012 I I A B.O. DECK- 3)_010 18/A9.13 O.H. CONT. SURFACE MTD. POWER • ►� '-8" 1„ STRIP ON TOP OF EACH 2 3" ` Q LOCKER, TYP. 11 coo I 11 CHAIN LINK (2) 8 DIA. TRASH RECEPTACLE - 1 / O I I LOCKER I I FENCE / 2 SURFACE PIANO HINGE (I MTD. HINGES g" I I 1 PER DOOR LOCKER ft1 CENTERLINE OFLn +, CONT. SURFACE MTD. I 3/4 DOORS 3/4 DOOR CHAIN LINK FENCE TO I _ \ I I I CLEAR LOCKER DEPTH, TYP. � WAREHOUSE ALIGN W/ CENTERLINE POWER STRIP, TYP. 3/4" P-LAM. I I I N TECHNICIAN I 11 AL OF WALL FOREGROUND / \ SIDE. FINISH TO I I I 11 SIDE. FINISH PLYWOOD 1O/A9.13 I MATCH EXISTING I I TO MATCH --- -......-- --- _..._-- -- - --_- _...... . _. .... _-.__... ---_ -- - \ FACILITY I I o 1 1 EXISTING _ - --- --. ........ . -_ _ LOCKERS TYP. / I - 1 1 FACILITY ^ 2 SURFACE ' ' I I I 1 1 Gr®matz Dupree & Associates a w �r MTD. HINGES _ I I ^1 1 LOCKERS, TYP. "' I I 1 CONT. WD. PER DOOR © g" CONT. WD. IIO Project N Q II I I 11 a LEDGER, TECHNICIAN LEDGER, TYP. PIANO HINGE -' 1 NP, SIDE DOORS @ WAREHOUSE ELECTRICAL CHASE IN CABINETS I ce ' I I 1 CONT. SURFACE MTD. EYEBOLT, I / T / Q I SIDE DOORS I _ POWER STRIP, TYP. TYP. 3'-0" II / 01-1% / 1 I I w 1 1 00 CLEAR LOCKER DEPTH, TYP. I II I NrnI rn¢ 1 1 11 08 A9.13PROVIDE EYEBOLT ON 11 708/A .13o THE RIGHT HAND SIDE LIJOF THE TECHNICIAN` °' I Q No cas CY 3/4 DOORS 1 ON WAREHOUSE I L `- I I SIDE, TYP. SIDE. ++ "FALSE" I � 3/4" DOORS ON FINISH TO � FALSE REMOVABLE BACK N 1 / MATCH PANEL TYP. @ CABINETS WITH I 6„ TECHNICIAN WAREHOUSE TECHNICIAN SIDE. 1 I I TECHNICAL CONT. SURFACE MTD. POWER I / I I LOCKER 1 FINISH TO ° EXISTING I _ SIDE I SIDE POWER STRIP, TYP. FACILITY / 0 / I I 1 OPERATIONS MATCH EXISTING ( FACILITY LOCKERS, TYP. I \ N CENTER LOCKERS, TYP. _ RECESSED ELECTRICAL OUTLET, I �' II ro _ -- - -- -.-._. - - - - TYP. I I \ ----- - -- --------- _ .... ..-.. ---- 11308 SW 68TH PARKWAY I N - L NTIGARD, OREGON 97223 TECHNICIAN 8" WAREHOUSE SIDESIDE CONT. SURFACE MTD. EYEBOLT, c� ^ STUB UP IN FLOOR FOR I I / LOCKER PLAN DETAIL 0 TYP. w = ELECTRICAL REF. A2.02 & MEP II / 0 POWER STRIP, TYP. I 5 SCALE: 1 1/2"=V-0" _ r LOCK SET, FOR DIMENSIONAL LOCATION I o I J O w P I I \ N Authorization 0 oY _ = REF. SPECS. _ 6 1 0 `� or_ I ,.) 09/A9.13 I \ w I— w O O Y N 6 LU I w p L_u v 1'-2" @ C.L. 8" DIAMETER TRASH � Jo rr DOOR RECEPTACLE, FINISH 18/A9.13 PULL OF TRASH GROMMET"' ALL EXPOSED EDGES' KEITH RABUSE 1" SHELVING. CONT. SURFACE MTD. 1" SHELVING. ISLAND ^ISI T cc, M FINISH TO MATCH _j LOCK SET, ° POWER STRIP, TYP. FINISH TO I EXISTING FACILITY v REF: SPECS. ° MATCH EXISTING PLAN DETAIL @ BREAK ROOM # 127 8" DIA. � D7 ALL t , FACILITY TEXAS LOCKERS, TYP. 0 4 . _r _..................._ ._.. SCALE: 3/4"=V-0" COUNTERTOP AND EDGE UC. NO.6 84 LOCKERS, TYP. —1x FRAMING AS0 � REQ'D. TYP ° 870," 3" DIA �6" TO OF 3/4" SOILD SURFACE 2'-8' Nil 3" Design Team CONT. SURFACE MTD. EYEBOLT, GROMMET W/COVER COUNTERTOP AND EDGE 1 TENANT COMCAST CABLE POWER STRIP, TYP. TYP. �-IN 1701 JOHN F.KENNEDY BOULEVARD •-IN SIN O PHILADELPHIA,PA 19103-2838 Llr TEL:215-286-7950 O �-1N 1 N FAX:215-286-7990 o ^ 1 xFRAMING AS REQ'D.� N �� 1X2 HARDWOOD EDGE DOOR WIRE PULL °' TYP. EA. SIDE GENERAL LEASECRUTCHERLEWIS CONTRACTOR 550 SW 12th AVENUE w - - - - - - - - - WASTE PORTLAND,OR 97205 TEL:503-223-0500 RECESSED ELEC. 1)• 3» „ RECEPTACLE FAX:503-223-2874 OUTLET 2 -24 54 3 BY TENANT Y4 BACK PANEL AR LOCKER WIDTH TYP. 1 CLE LO 2E 4 ° 3/4" BASE PANEL ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLATA WEST ° 2+-8++ 3090 OLIVE STREET,SUITE 500 DALLANOTE: PLAM ON ALL 3/4" ADJUST. SHELF 5219 0 3" 3„ FINISHES.S FAX ZS48871?869 EX TEL: BASE. 1 ^ PROVIDE KE LOC FINISH TO � BASE AS SCHED. 4" 4„ MATCH EXISTING - cv O N ALL BASE CAB'S. CIVIL/STRUCTURAL GROUP MACKENZIE FACILITY KV HEAVY DUTYRIVEREAST SHELF STANDARDS CONDUIT FROM SLA ENGINEER 1515PORSEND,OR972R4 LOCKERS, TYP. 1515 SE WATER AVENUE,SUITE 100 IN ELEC CHASE TEL:503-224-9560 DOOR PANEL CTION � ISLAND FAX:503-228-1285 LOCKER SECTION LOCKER SECTION _ Y4" BACK PANEL 1 ® ELECTRICAL COCHRAN,INC. 06 „ , �, 0 8 ' " REMOVABLE 3/4» SCALE: 1 1 2"-1'-0" © BREAK ROOM 127 CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 SCALE: 1 1/2 =1 -0 SCALE: 1 1/2 -1 -0 3/4" BASE PANEL / # FALSE CAB. BACK TE:9D_0 5-4263 o NOTE: PLAM ON ALL EXPOSED FINISHES. 3" PROVIDE KEY LOCKS BASE AS SCHED. d' ELECTRICAL R&W ENGINEERING,INC. ON ALL BASE CAB'S. 2 -0 ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 3» » TEL:503-726-3318 1/4" REVEAL ? 24' 3 ^ FAX:503-726-3326 co a BOTTOM OF WALL Q I I o 6" MECHANICAL HUNTER-DAVISSON,INC. 3„ CO 3„ 3„ Co 3„ ENGINEER 1800 SE PERSHING STREET 4 O 4 4 O 4 I I 1 PORTLAND,OR 97202 2'-4" 2'-4" SECTION @ ISLAND TEL:505-234-0477 I I -� FAX:505-542-3603 09 G13 (4) EQUAL 3FORM PANEL SCALE. 1 1/2 =1 -0 @ BREAK ROOM #127 RECESSED INTO SHALLOW U-CHANNEL II LANDSCAPE GROUP MACKENZIE \ 1 / \ \ ARCHITECT RIVER EAST CENTER T.O. 3FORM_PAN EL I 1515 SE WATER AVENUE,SUITE 100 / \ I PORTLAND,OR 97214 ' I I FAX:503-228-1285 560 5 -0 A.F.F. \\ \\ COUNTER W PL5 \ \ ON ALL EXPOSED II � / / \ \\ Q COUNTER a VAI REF: 2 A9.1 SURFACES 0 1 \1 TRASH RES, E 0/ o i i \ o „-9„ o - _ T.O. WALL TOP CA I I PL5 . O 3'-6" A.F.F. w I I COUNTER \ 0 \\ \\ 1» 2,-0„ 2'-0„ 2,-0„ 2'-1 1, 1 >+ 1» T.O. COUNTER II 2'-1 0" A.F.F. I � II 2x SUPPORT I I Issues and Revisions \ \ \ V RECESSED 3/4" THK. / I No. Date Description o � I� - - - \� I� - - - � - - - � � 6 FROM � BACKSPASH I - - _ _ - - - - - _ _ _ I BOTH ENDS W/ \ I I I` I I _1 PL5 DOOR.SINGLE FINISH N N I�� �,� I I\� �� I I\� �� I I �/ I N ON ALL II � I \ TO MATCH I � 4 DIA. SS EXPOSED I I � � I I � � I I � S I I � POST TABLE SURFACES II \ EXISTING I / ( I I \ , I LEGS 3 TOTAL i 1 3/4 1 \ FACILITY ( ) SECTIONED \ \ LOCKERS, I I 6' ACCESS \ 1 \ TYP. 3„ 6 0j I I l DOORS- \\ \ 3" � to I J O I (THREE—TIER). _ \ I \\ PL4 B 1 OF LEGS O i FINISH TO —IN MATCH \ II I EXISTING LOWERS FAC I LITY / w `� LOCKERS, TYP. / 0 / O 1 COUNTER E V. II IND127 COFFEE 258 / ELEVATION C� BREAK 1� 1 SCALE: 3/4"=V-011-0 S5 CALE: 3/4 .1 -0 -05/A9.15 I I 2 SURFACE / PIANO HINGES MTD. HINGES / © WAREHOUSE PER DOOR I SIDE DOORS / PL3 II 1 1 PL3 COUNTER ry ��� // COUNTERII o � �� 1 / 3 -0 9'-9" II o \ 3„ 2,-8» 1„ 1„ 1„ c� � I /1� I I--- 2X SUPPORT w O 0 / I I RECESSED 6" 1 - ^IN II FROM BOTH ENDS BELOW 6" COUNTER INV Job No. Issue Date o o Q Q IIJ 1�, 1 I PL4 Ld Ld 4" DIA. SS o 12018 12. 14.2012 �, "I LOWERS "., N I POST TABLE T LEGS (3 TOTAL) Issue Package EQ. EQ. EQ. 2'_10„ ISSUE FOR PERMIT LINE OF BACKSPLASH 3" 3" 3'+ 3» ABOVE COUNTER Sheet Title \-- MILLWORK DETAILS FPL4 B 1 15/A9.13 LOWERS COUNTER @ Sheet Number ISLA D ELE LOCKER ELEVATION@ TECHNICIANSIDE- LOCKER ELEV. @ AREHOUSE SIDE BREAK RM . 127 ISLAND ELEVATION @ BREAK R 127 COFFEE 258 „ , 1718 1 � - A • 1 1/2"=V-0" SCALE: 3/4"=l'—O" SCALE: 3/4"=l'—O" SCALE: 3/4"=l'—O" ■ SCALE: 1 1/2 -1 -0 SCALE: COPYRIGHT© 2012 i A72'-1„ 1 X BLOCKING 3LAMINATE ON COUNTER. AL L EXPOSED 3/4" TOP PANEL 3/4" TOP PANEL 2'-6" SURFACES s A9014 T.O. CABINET T.O. CABINET 3 » 8'-0" A.F.F. 8'-O" A.F.F. T.O. CABINET /4 TOP PANEL 3 � GROMMET - CONTINUOUS WD LEDGER T.0 , COUNTER ® - CONTINUOUS WD NAILER 8'-0" A.F.F. CONTINUOUS WOOD LEDGER " R=2" CONTINUOUS WD LEDGER CONTINUOUS WOOD NAILER CONTINUOUS WD NAILER 3/4" CABINET DOOR -I 3" `-1N Y4" BACK PANEL "1 'i10 IL Y4" BACK PANEL Y4" BACK PANEL 3/4" PLYWOOD W/ PLASTIC 3—WIRE DOOR PULL 6" 1,-8" 4„ LAMINATE FIN. ALL EXPOSED B.O. CABINET - SURFACES SIN N '--F6'-6 3/4" A.F.F KV HEAVY DUTY SHELF 1 B.O. CAB DR - STANDARDS - 3/" BASE PANEL KV HEAVY DUTY SHELF �► oo Gr®m�tzky Dupree /4SSOCI�t�S 6'-6" AFF 4 STANDARDS �' -1 Project 3/4" SHELF WALL AS SCHED. Y4" BACK PANEL '� ' 3/4" SHELF BASE AS SCHEDULED CABINET DOOR P.LAM. FINISHED SIDE PANEL 3/4" CABINET DOOR CONT. WOOD BLOCKING 1" 2'-0" 1Y2" P. LAM. CONTINUOUS WOOD FINISH FLOOR WIRE DOOR PULL T.O. SHELF FINISHED SHELF BLOCKING O' co cast 0'-0" 71 BASE PANEL 5'-3" A.F.F. SIN WIRE DOOR PULL @ TYR, COUNTER „ SECTION '•`�� 1X2 HARDWD EDGE -%4 BASE PANEL „ B.O. CABINET SCALE: 1 1/2 -1 o TECHNICAL » - - SIN B.O. CABINET 4'—10 A.F.F. �-�N CONT. WOOD BLKG, - IN _ OPERATIONS B.O. CAB DR 1,-2„ CONTINUOUS 1x2 TYPICAL _ 4 10 A.F.F. �IN w 4'-8 1/2" AFF WOOD LEDGER -1 �° �`� Y BACK PANEL � 1 _2 CONTINUOUS 1x2 � CENTER / 4 I UNDERCOUNTER - WOOD LEDGER 11308 SW 68TH PARKWAY LIGHTING. REFER RCP P.LAM. FINISHED & ELECTRICAL 1" 2'-0" SIDE PANEL UNDERCOUNTER TIGARD, OREGON 97 .� �� 1Y" P. LAM. LIGHTING. REFER RCP o T.O. SHELF_ FINISHED SHELF & ELECTRICAL 2'-1" 4" HIGH, 3/4" THICK N 3'-10 1/2" A.F. r-1C�l o01 le 0 BACKSPLASH 1X2 HARDWD EDGE 3 4" HIGH 3/4" SOLID N /4 COUNTERTOP Authorization CONT. WOOD BLKG, SURFACE BACK SPLASH SQUARE HOOD, REF: SPECS 1x2 FRAMING AS REQ D 2'-1 ITTYPICAL •- P. LAM. WALL BEYOND S Y4" BACK PANEL "I 1X2 HARDWOOD EDGE - - WH TECHNICIA - '' MANUAL COUNTER DOOR, cc, r-1N 1X2 HARDWOOD EDGE REF: SPEC SIDE SIDE T.O. CABINET 3/4 COUNTERTOP 3" DIAM MTL. GROMMET N � T.O. CABINET N 1 '~ KEITH RADUSE 2'—TY A.F.F. _ 3 " DRAWER PANEL 1x2 FRAMING 2'-10" A.F.F. /4 P-LAM COUNTER TOP 4„ �_ � � �=1N T.O. CABINET I WIRE DRAWER PULL " - �N SIN DALLA , TEXAS 1 2 -6 A.F.F. z LIC. NO 6 Sq,,,0000. IN NO TE: } , J CONTRACTOR TO 2'-0" �=1N Q VERIFY THAT 2 " GYP. WIRE DOOR PULL ALL PLUMBING SIDE PANEL 2$-1 WIRE DOOR PULL FIXTURES AND (BEYOND) J. BD. ON 6" LINES FIT WITHIN WOOD BLOCKING y MTL. STUDS DIMENSIONED --lx FRAMING- NOTCH Design Team o _ ENCLOSURE FRAMING TO PROVIDE 3/4" SHELF _ o _ BLE PRIOR TO REMOVABLE o „ 43„ TENANT 170M��HNFST AKENNEDY BOULEVARD I - CONNECTION 2 0 4 N 3 N � PLUMBING � � 1 � TEL:215-286-7950 KV HEAVY DUTY /4 SHELF ,, r PHILADELPHIA,PA 19103-2838 N INSTALLATION 3 J N " FAX:215-286-7990 SHELF STANDARDS /4 REMOVABLE �,, o KV HEAVY DUTY ACCESS PANEL 3 SHELF STANDARDS STAINLESS STEEL N /4 DOOR PANEL 3 „ 2X FRAMING N FINISH ALL EXPOSED . CONTRACTOR GENERAL b50SWC12thAVENUETCHER LEWIS Y4" BACK PANEL /4 DOOR PANEL �� TOP & BOTTOM SURFACES TEL:503-223-0500 Y4 BACK PANEL ;� STAINLESS STEEL PORTLAND,OR 97205 OF PANEL AS FINISH ALL EXPOSED FAX:503-223-2874 3/4" BASE PANEL 3/4" BASE PANEL 01 6„ 9„ 9„ REQUIRED SURFACES JJI ARCHITECT GROMATZKY DUPREE&ASSOCIATES 2X4 BASE �— - VICTORY PLAZA WEST 2X4 BASE INSULATION DALLAS,TX 75219 BASE AS SCHEDULED BASE AS SCHEDULED 30900LIVESTREET,SUITE500 FINISH FLOOR FINISH FLOOR " RUBBER RUBBER TEL: 214-871-9078 0'-0" 0NIT '-0" FINISH FLOOR BASE BASE AS SCHED. FAX: 214-871-9869 NOTES: NOTES: 1. PLASTIC LAMINATE OVER EXTERIOR SURFACES AND SHELVES. 1. PLASTIC LAMINATE OVER EXTERIOR SURFACES AND SHELVES. 0 -0 NOTE: P.LAM. OVER EXTERIOR SURFACES & SHELVES. ALL PLYWOOD TO HAVE HARWOOD EDGE CIVIL STRUCTURAL GROUP MACKENZIE 2. ALL PLYWOOD TO HAVE HARDWOOD EDGE BANDING. TER 2. ALL PLYWOOD TO HAVE HARDWOOD EDGE BANDING. BANDING. ENGINEER 1515 SRIVEREWATAST E AVE 1515 SE WATER AVENUE,SUITE 100 3. PROVIDE KEYED LOCK SETS ONLY AT BASE CABINETS INDICATED ON INTERIOR ELEVATIONS. PORTLAND, 14 TEL:503-224-9560 TOWER SECTION @ COFFEE SINK COILING ® SECTION FAX:503-228-1285 SECTION � CABINET ililliljll SECTION @ MICROWAVE „ ,. , .. 1 ® 1/2"=11-10" ELECTRICAL COCHRAN,INC. „ , „ 07 08 - ® � SCALE: 1 1 2 =1 -0 SCALE: 1 1 2 =1 -0 / / / SCALE: 1 1 2 -1 0 SCALE: 1 CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ' " 3/4" TOP PANEL 2'-1" 4" HIGH, 3/4" THICK ENGINEER 86EAVERTONLOR9005EN EVARD,SUITE107 3/4" TOP PANEL 2 -1 NOTE: TEL:503-726-3318 T.O. CABINET T.O. CABINET BACKSPLASH S P LAS H FAX:503-726-3326 AT VENDING ROOM #296 8'-0" A.F.F. 8'--0" A.F.F. COUNTERTOP IS SOLID SURFACE. CONTINUOUS WD LEDGER - " CONTINUOUS WD LEDGER _ 10" DIAMETER S.S. - CONTINUOUS WD NAILER PROVIDE UNDERMOUNT SINK. CONTINUOUS WD NAILER T.O. CABINET - _ _ - GROMMET —N MECHANICAL HUNTER-DAVISSON,INC. T.O. CABINET ENGINEER 1800 SE PERSHING STREET CABINET DOOR 2'-10" A.F.F. SIN 2'—1 0" A.F.F. PORTLAND,OR 97202 TEL:505-234-0477 Y4" BACK PANEL 1„ " � �—IN Y4" BACK PANEL � _ — _ � FAX:505-542-360 3/4" P.LAM CLAD `-I`�' SHELF o NOTE: 1" MDF COUNTERTOP LANDSCAPE GROUP MACKENZIE a n KV HEAVY DUTY ARCHITECT RIVER EAST CENTER CONTRACTOR TO SHELF STANDARDS 1515 SE WATER AVENUE,suITE 100 KV HEAVY DUTY S H ELF „ _ PORTLAND,OR 97214 STANDARDS = VERIFY THAT 3/4 SIDE PANEL �I� ALL PLUMBING d- � 1 4 WIRE DOOR PULL TEL:503-224-9560 CONT. WOOD BLOCKING) FIXTURES AND (BEYOND) 3/4" SHELF _1 I10 FAx:503-228-1285 WIRE DOOR PULL " LINES FIT WITHIN N cv BASE PANEL DIMENSIONED NOTCH R FRIAMING 3/4" CABINET DOOR 2'-0" ENCLOSURE TO PROVIDE TRASH RECEPTACLE r'�Id- PRIOR TO REMOVABLE o CONT. WOOD BLOCKING BY TENANT cv o B.O. CABINET PLUMBING CONNECTION I i 1 6'-2" A.F.F. % INSTALLATION WIRE DOOR PULL N 3/4" REMOVABLE I N 3/4" BASE PANEL 3/4" DOOR PANEL 2'-1 CONTINUOUS 1 x2 ACCESS PANEL C`I _ 10 7 WOOD LEDGER ►�Id- GARBAGE DISPOSAL 1 4 BACK PANEL BY G.C. REF. MEP B.O. CABINET 3/4" BASE PANEL CONT. WOOD BLKG, N 4'-10" A.F.F. 1,_2„ TOE KICK INTEGRATED Issues and Revisions TYPICAL -1 `- 2X FRAMING TOP10 W/DOOR. CUT RUBBER 11" 5" 8" „ „ & BOT. OF PANELS BASE AS REQUIRED No. Date Description 1Y2 P. LAM. 1 2 -0 FINISHED SHELF AS REQUIRED 10 nl-t -hd- A �- r7 B.O. CABINET FINISH FLOOR FINISH FLOOR 4'-10" A.F.F. 0'-0" 0'-0" NOTES: NOTES: 1. PLASTIC LAMINATE OVER EXTERIOR SURFACES AND SHELVES. 1. PLASTIC LAMINATE OVER EXTERIOR SURFACES AND SHELVES. 2. ALL PLYWOOD TO HAVE HARDWOOD EDGE BANDING. 2. ALL PLYWOOD TO HAVE HARDWOOD EDGE BANDING. SECTION @ BREAK/VENDING SINK N 15 SECTION @ TRASH CABINET 12 SCALE. 1 1/2"=l'—O" r-Id- o SCALE: 1 1/2 =1 -0 2'-1" „ „ 1 2�-1' 4" HIGH, 3/4" THICK 4 HIGH, 3/4 THICK I N BACKSPLASH r BACKSPLASH 3/4" COUNTERTOP 3/4" COUNTERTOP 1x2 FRAMING AS REQ'D 1x2 FRAMING AS REQ'D 4" HIGH, 3/4" THICK BACKSPLASH I V 10 OF2 -1 2'-1" 4 HIGH, %4 TH. BACKSPLASH 3/4" COUNTERTOP P.LAM. CLAD 3/4" COUNTERTOP 1X2 HARDWOOD EDGE wNV 1X2 HARDWOOD EDGE ^ 01 1x2 FRAMING AS REQ'D SIN 1x2 FRAMING AS REQ'D _ T.O. CABINET T.O. CABINET 1X2 HARDWOOD EDGE -IN 2'-10" A.F.F. T.O. CABINET 1X2 HARDWOOD EDGE 2'-10" A.F.F. T.O. CABINET � - 3/4" DRAWER PANEL 2'-10" A.F.F. 3/4" DRAWER PANEL 2'-10" A.F.F. WIRE DRAWER PULL `-IN 3/4" DRAWER PANEL WIRE DRAWER PULL _ J 1„ o �IN 3/4" DRAWER PANEL jo IN WIRE DRAWER PULL 1 1 x2 FRAMING 1„ WIRE DRAWER PULL � AS REQUIRED 2 -0 - 2'-011 Ix �-IN WIRE DOOR PULL �Kl WIRE DOOR PULL 116 A 2'-0" ,-IN 2,-0„ - SIN - WIRE DOOR PULL WIRE DRAWER PULL (0 OJI 3/4" DRAWER PANEL j 0 SHELF Ir—o N 3/4" SHELF o I SIN SIN N 4 3/4" SHELF KV HEAVY DUTY °'N C-4WIREDRAWER PULL KV HEAVY DUTY °' �� N SHELF STANDARDS SHELF STANDARDS KV HEAVY DUTY 1 Job No. Issue Date 3/4" DRAWER PANEL SHELF STANDARDS 3/4" DOOR PANEL �'� 3/4" DOOR PANEL 3 „ 12018 12. 14.2012 /4 DOOR PANEL Y4 BACK PANEL Y4" BACK PANEL „ Issue Package 3 AS PANEL Y4 BACK PANEL 3 Y4" BACK PANEL /4 BASE /4 BASE PANEL 3 " BASE PANEL7 7 3/4" BASE PANEL ISSUE FOR PERMIT 2X4 BASE /4 2X4 BASE _ �- BASE AS SCHEDULED Sheet Title FINISH FLOOR BASE AS SCHEDULED 2X4 BASE FINISH FLOOR 2X4 BASE kN % BASE AS SCHEDULED 0'-0" FINISH FLOOR BASE AS SCHEDULED MILLWORK DETAILS 0'-O" FINISH FLOOR NOTES: NOTES: 0,_0» 0'-0" 1. PLASTIC LAMINATE OVER EXTERIOR SURFACES AND SHELVES. NOTES: 1. PLASTIC LAMINATE OVER EXTERIOR SURFACES AND SHELVES. NOTES: 2. ALL PLYWOOD TO HAVE HARDWOOD EDGE BANDING. 1. PLASTIC LAMINATE OVER EXTERIOR SURFACES AND SHELVES. 2. ALL PLYWOOD TO HAVE HARDWOOD EDGE BANDING. 1. PLASTIC LAMINATE OVER EXTERIOR SURFACES AND SHELVES. 2. ALL PLYWOOD TO HAVE HARDWOOD EDGE BANDING. 2. ALL PLYWOOD TO HAVE HARDWOOD EDGE BANDING. Sheet Number SECTION Q CABINET MAIL RMO206 SECTION � CABINETSECTION @ CABI ET @ BREAK R 127 SECTION � DRA ERS „ , „„ , _ 20 17 19 SCALE: 1 1 2"-1'-0” / 1 6 SCALE: 1 1/2"=1 -0 SCALE: 1 1 2 =1 -0 / SCALE: 1 1 2 =1 -0 COPYRIGHT© 2012 i BLIND NAILED TO 2X4 T.O. 3FORM PANEL ww 1 — T.O. MAILSLOT3 WOOD FURRING STRIPS W/ MITER G13 (4) EQUAL 3FORM 5'-0" A.F.F. 8'-0" A.F.F. JOINTS AT ALL CORNERS, TYP. PANEL RECESSED INTO G U-CHANNEL 13 (4) EQUAL 3FORM PANEL SHALLOWU C EQ EQ RECESSED INTO SHALLOW U-CHANNEL 3/4" TOP PANEL 2X4 FURRING STRIPS ® CORNER BEAD, TYP. � 16" O.C. VERTICALLY, TYP. CONT. SHALLOW U-CHANNEL REF: 04/A9.15 COUNTER W/ PL5 o ON ALL EXPOSED 1/2" GAP ALL SIDES, TYP. j BLOCKING AS REQ'D. SURFACES " DOUGLAS FIR TOP CAP " DOUGLAS FIR TOP CAP " COR-TEN W/ CUT OUT LOGO / c� P. LAM. 3/4" FIXED SHELF — T.O. WALL TOP CAP — T.O. WALL TOP CAP VARIES, REF: 20/A9.13 w / 01 3 _ „ :., 3 / T.O. W , 6 ALL TOP CAP PROVIDE CONT. "Z" CLIP TO SLIDE COR-TEN WP6 "H X "D PTD. REVEAL z z WP6 H X D PTD. 3'-6" A.F.F. 1 PANEL IN PLACE, TOP & BOTTOM, TYP. ° J REVEAL 3/4" THK. BACKSPASH Gr®m�tzky Dupree P.LAM. FINISHED BACK PANEL �I }.. CORNER BEAD, TYP. Sc ASS®cl�t�s I I v G.C. TO PROVIDE WOOD I I �N W/ PL5 ON ALL Project ' I I 0 WOOD„BLOCKING AS REQ'D TO I I T.O. COUNTER EXPOSED SURFACES w ATTACH Z CLIPS TO WALL, TYP. z z - z BLOCKING AS REQ'D. I 21 -10 IT.O. COUNTER — r71� P. LAM. 3/4 FIXED SHELF J I I J • I FLEXIBLE LED LIGHT STRIPE G.C. TO PROVIDE Q Q Q I COUNTER & 2'-10" A.F.F. 6 V POWER AS REQ'D. REF: 11/A9.11 FOR LOCATION I I PL5 BACKSPLASH I I 14 ly • I ADD " GYP. BD. IN PTD. GYP. BD. WALL BEHIND LAYER TO ALIGN W/ 0 C St w P.LAM. FINISHED SIDE PANEL COR-TEN PANEL I 4$„ 5JI 8�� BACKSPASH 2X SUPPORT RECESSED r71� 1,-2„ I 6" FROM BOTH ENDS P. LAM. 3/4 FIXED SHELF I I 1A G.C. TO PROVIDE WOOD " COR-TEN PANEL _ BLOCKING AS REQ'D. TECHNICAL I OPERATIONS LLI „ � - , . . . . � .h � . ° � � CENTER 4 FIXED SHELF TOP CAP CONDITION P. LAM 3/ I I N 11308 SW 68TH PARKWAY @ S T A I R 255 AT w TIGARD, OREGON 97223 ~ COFFEE COU TER SIDE 4” DIA. SS POST TABLE ' CONT. WD. BLKG. T`YP • TO P CAP 1 -3 ��•- o z LEGS (3 TOTAL) cc, m a w � - STAIR 255 COFFEE 258 Ld z 03 0 _ _ SCALE: 1 1/2 =1 -0 SCALE: 1 1/2 =1 0 En 6- CONT. WD. BLKG. Authorization 3/4" COUNTERTOP ALIGN --- SLIDE COR-TEN 1 x2 FRAMING AS REQ'D. (TYP) 1 PANEL IN PLACE w 1,-6„ P. LAM. 3/4" FIXED SHELF rIN 2 T.O. CABINET 1X2 HARDWOOD EDGE > ., COR —TEN P LAN D ETAI L 2'-0" A.F.F. I I OF LEGS ~ KEITH RUSE 02 - _ CLG. HT. KV HEAVY DUTY SCALE: 3-1 0 := I � I � t DALLAS, TEXAS SHELF STANDARDS .=1 1 1 -0 ,. I I V I � ►-� LIC. NO. 61 CEILING AS , • SCHEDULED DOOR WIRE PULL V 05 COUNTER SECTION � COFFEE__ #258 OF 2'-0" I G.C. TO PROVIDE CONT. 2X6 SCALE: 3/4"=1'-0" I� I -011 ' I I WOOD BLOCKING AS REQ'D., \ 1I I Design Team y TYP. 0 14- :: I I TENANT COMCAST CABLE I \ N I CEILING HT. 1701 JOHN F.KENNEDY BOULEVARD C-4 - •. I I I PHILADELPHIA, E 2D5E-LL286H-I 950 19103-2838 I FAX:215-286-7990 3/4" SHELF I I T.O. SHELF ; ; CEILING AS „— - -- .-:W:... r -- -.-- �� SCHEDULED -10 _- _ ` I I GENERAL LEASE CRUTCHER LEWIS I CONTRACTOR 550 SW 12th AVENUE 3/4 DOOR PANEL " SIN I I PORTLAND,OR 97205 K I \I \ I I '.' I I I TEL:503-223-0500 " \ 5/8" GYP. BD. ON FAX:503-223-2874 1/4 BACK PANEL13/5 8" MTL. STUD .• ° ° �: 3/4" BASE PANEL ° \ I l is " FRAMING. FINISH AS I I \ \ I I 6 SCHEDULED =' I I ' wooD HT. :: I I ARCHITECT GROMATZKY DUPREE&ASSOCIATES T.O. WALL \ \ - - VICTORY PLAZA WEST 2X4 BASE `"'' I I 10'-0" -� ° I 3090 OLIVE STREET,SUITE 500 10 -0 D I S P LAY LIGHT, TYP. DALLAS,TX 75219 BASE AS S C H E D. ¢ ° I11-6I ° ~ TEL: 214-871-9078 FINISH FLOOR I I \ \ I I ` I I t I I ' FAX: 214-871-9869 0'-0" I I \ CORNER BEAD, TYP. ° ° '. I I " CIVIL/STRUCTURAL GROUP MACKENZIE NOTE: P.LAM. OVER EXTERIOR SURFACES & SHELVES. ALL PLYWOOD TO HAVE HARWOOD EDGE ENGINEER RIVEREAST CENTER BANDING. PROVIDE KEYED LOCK SETS AT ALL BASE CABINETS. I I \\ \\ " I I :; 1" ° I 1515SEND,ORAVENUE,SUITE100 I \\ \\ ° I I 2� I I PORTLAND,OR 97214 C. ,: T.0. SHELF Y r I I TEL:503-224-9560 MAI LS LOTS @ MAIL R M . #206 I I \\ I I : PROVIDE MTL. � 6,_3„ — • I I �: �, WALL FOREGROUND O \ " FAX:503-228-1285 \ \ BRACING AS REQ'D. ELECTRICAL COCHRAN,INC. 01 0 \ \ I I CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 SCALE: 1 1/2"=l'-O" N I ° \ \ I \ \ I �• •• I I WW 1 TIGARD,OR 97223 \ \ BLIND NAILED TO TEL:971-205-4263 I I \\ I ° 5/8" GYP. BD. ON ° ° I I 2X4 WOOD FURRING STRIPS / I I : o 3-5/8" MTL. STUD 1,6 O.C. VERTICALLY ON ,, FRAMING. FINISH AS I ° I 5/8" GYP. BD. ON 3R" MTL. ELECTRICAL R&W ENGINEERING,INC. \ \ •f 4 I I I STUDS ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 SCHEDULED - ROUTE OUT PLYWOOD TO RECEIVE TEL:503-726-3318 I I \ \ BEAVERTON,OR 97005 '�, �, SIN T CONT. 11" X 11" X STEEL I I " FAX:503726-326 I I T.O. ROUGH OPENING I I \ �\ `- I I ' ANGLE. I " I I Y I ° I STEEL ANGLE MUST TURN ON CLG. HT. _ 8 0 I I I I ' WALL FOREGROUND STOP ANGLE ti MECHANICAL HUNTER-DAVISSON,INc. <= I I :� ENGINEER 1800 SE PERSHING STREET 1'-0„ TEL 505-234-0477 202 10'-0" I I I I ° FROM END OF WALLS. I SECURE SHELVING TO ANGLE W/ I BACK PANEL .0. SHELF FAX:505-542-3603 CEILING AS I I OVER 1 X CONT. WD. 4'-7" I I __.�.....:....__^.__ _ __._ .. .w„:YW__ YNY w 11" SCREWS @ 12" O.C., TYP. • SCHEDULED I I I ' BLOCKING �; �N <• I I ' LANDSCAPE GROUP MACKENZIE I I I I s Cz.� ARCHITECT RIVER EAST CENTER I I T.O. OPENING -IN -J ORTLAND,OR971515 SE WATER 2EUE,SUITE100 7'-0 FAX:503-228-1285 ° ¢ TEL:503-224-9560 . I I , I- I I = G.C. TO PROVIDE CONT. 2X6 I I SIN I WOOD BLOCKING AS REQ'D. I I Y I I ? ° ° I I I �. I I ' ° ° CORVIDENCPANEL"ZN CLIP T.O. TRACK 1j" FIXED SHELVING AND I ° ° BOTTOM, TYP. 8,—O„ — I I I h l I I I I I TABLE, TYP. I I I I I DISPLAY I I "; HANGING MOVABLE MARKER :: I I F BLOCKING A REQ'D. BOARD SYSTEM I I LIGHT, TYP. a PL6 I I I WORK SURFACE BEYOND I I I I I FLEXIBLE LED LIGHT STRIP, G.C. TO PROVIDE POWER AS REQ'D. I I : o I I ; I I I I I REF: 11/A9.11 FOR LOCATION Issues and Revisions 1 0 I ° I T.O. COUNTER I ~ I I " I No. Date Description t-IN I I Y 4, 1,_0„ I I ° I I I I I I I OR-TEN 6 a " FIXED DIVIDER, TYP. G.C. TO PROVIDE CONT. _ 02/A9.15 I I I WOOD BLOCKING AS REQ'D. I I ; I I I I 6 I w 1 X CONT. WD. I I WALL B SE AS I 4" DIA. SS POST TABLE I I •. I IM. SCHEDULED LEGS (2 TOTAL) :i I I M SIN z BLOCKING, TYP. FINISH FLOOR B.O. ,OPENING I I J I I " 0,_0„ 4 o I I Q ° SECTION AT LOBBY TROPHY CASEMITER CORNERfl S, TYP. ALL Ih I I 1 3 : I SCALE: 1 1/2"=l'-O" fi I I I I � I I FABRIC G14 OVER 1/2" FIXED SHELVES, TYP. I I TACKABLE PANEL ON 5/8" GYP. BD. : I Iwy / I I I -IN 3/4" SHELF. SHELF W/ P. LAM. G.C. TO PROVIDE CONT. B.O. ROUGH OPENING P. LAM. ON ALL ON ALL EXPOSED I I I WOOD BLOCKING AS REQ'D. 2,_3„ I I I I EXPOSED SURFACES, TYP. I I " I I I I . I I i SURFACES, TYP. � • I I 2X HARDWOOD NI I I • I I I I I ; I I I I I I : 10" 2" 1 '-0" BLIND NAILED TO 1 X HARDWOOD EDGE �-IN IN REF: REF: I r _—___ -' 2X4 WOOD FURRING STRIPS " ELEV. ELEV. I I @ 16" O.C. VERTICALLY ON T.O. MARKER BD. SHELF I I -IN I I I I I N 5/8" GYP. BD. ON 3j" MTL. I rNN I I I I ° STUDS 3 -o SIN r ` I I Job No. Issue Date I I I I I 5/8" GYP. BD. ON I 44 N I I I I 3-5 8" MTL. STUD >• F ° ° I / I I _ 0 12018 12. 14.2012 FRAMING. FINISH AS P. LAM. DIAGONAL SUPPORT :K I I I I I I ' SCHEDULED I I 3/4 P. LAM. Issue Package I I I I DIAGONAL SUPPORT 2X4 TOP & BOTTOM, TYP. WALL BASE AS SCHEDULED I I I I I I ISSUE FOR PERMIT I I I a I ~ 1 X WOOD BLOCKING TO FIX 1 X WOOD BLOCKING BEYOND I I BASE AS s: I I THE SHELF TO THE WALL PAINTED TO MATCH WALL PAINT ° I I I I I I SCHEDULED I I .:: PAINTED TO MATCH WALL PAINT x I I -' Sheet Title ': I I : FINISH FLOOR FINISH FL. G.C. TO PROVIDE CONT. 2X6 FINISH FLOOR MILLWORK DETAILS ' -XV0'-0" WOOD BLOCKING AS REQ'D. 0'-0" 0 -0 SECTION AGING MOVABLE RKER TYP ., SHELF TYP . SHELF Sheet Number 295 SECTIONAT LOBBY DISPLAY CASE SECTION SIDE ELEVATION SECTION AT ACCENTWOODWALL BOARD SBOArN` DROOM 1 81-1/2"=11-0'2 18A1-1/2'2=11-091 _ _ 1 � 1/2"=l'-O" SCALE: SCALE: SCALE. 1 1/2"-1 ' 0" ■ SCALE: 1-1/2"=V-0" SCALE. 1 COPYRIGHT© 2012 DOOR & HARDWARE SCHEDULE DOOR 8c HARDWARE SCHEDULE NUMBER LOCATION SIZE TYPE MATERIAL DETAIL FIRE HARDWR SIGNAGE REMARKS NUMBER LOCATION SIZE TYPE MATERIAL DETAIL FIRE HARDWR SIGNAGE REMARKS 1 . PROVIDE SMOKE/DRAFT SEALS & THRESHOLDS AS REQUIRED FOR RATED DOORS. • DOOR I FRAME I HEAD I JAMB SILL RATING SET REQD DOOR I FRAME I HEAD r JAMB ISILL RATING SET REQD 2. PROVIDE VINYL TRANSITION STRIP AT SILL BETWEEN VCT AND CARPET OR CONCRETE, FIRST FLOOR DOORS CONT. SECOND FLOOR DOORS REF. TO FINISH PLANS. 101A WAREHOUSE 4'-0"X8'-0"X1 3/4" C H.M. H.M. 02/A10.03 02/A10.03 SIM. 9 217 1 ON 1 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 3. LEVERS, PUSHES, PULLS, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS 101B WAREHOUSE 4'-o"X8'-0"Xl 3/4" ClH.M. H.M. 02 A10.03 02/A10.03 SIM. 18/A10.03 12 CARD READER 218 DATA SYNC. DES. MGR. 3'-0"X8'-0"Xl 3/4" B2 WD AL. 1 1,14/A10.03 06,13/A10.03 12/A10.03 15 SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE THE FLOOR OR GROUND SURFACE. VERIFY / / MOUNTING HEIGHT WITH ARCHITECT PRIOR TO FABRICATION. 101C WAREHOUSE REF. „FLOOR"PLAN G 16/A10.03 7 219 IP-INET MANAGER 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 101D WAREHOUSE 4-0 X8 -0 X1 3/4 Cl H.M. H.M. 02/A10.03 02/A10.03 SIM. 12 CARD READER 220 NOT USED Z 4. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE DOOR WILL TAKE A MINIMUM of 3 SECONDS TO MOVE TO AN OPEN POSITION OF APPROX. 101E WAREHOUSE 3'-0"X8'-O"X1 3/4" Cl H.M. H.M. 02/A10.03 02/A10.03 SIM. 12 CARD READER 221 1 ON 1 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 12 DEGREES. E101F WAREHOUSE EXISTING DOOR 222 ENG. DIRECTOR 3'-0"X8'-0"X1 3/4" 77 B2 WD AL. 11114/A10.03 06,13/A10.03 12/A10.03 15 E101G WAREHOUSE EXISTING DOOR 223 OPEN OFFICE NOT USED 5. DOOR OPENING FORCE FOR EXTERIOR HINGED DOORS SHALL NOT EXCEED FIVE (5) LBF. 224 COPY ROOM 3'-6"xs'-o" --- --- AL. 15/A10.03 15/A10.03 NA CASED OPENING OPENING FORCE FOR INTERIOR HINGED DOORS SHALL NOT EXCEED FIVE (5) LBF. FIRE DOOR E102 ELECTRICAL ROOM EXISTING DOOR OPENING FORCE MAY BE ADJUSTED UP TO 15 LBS MAXIMUM OPENING FORCE AS ALLOWED BY E103 ELECTRICAL ROOM EXISTING DOOR 225 VIDEO MANAGER 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 THE GOVERNING AUTHORITY OR APPLICABLE BUILDING CODE. 104 NOT USED 226 STORAGE 3'-0"X8'-o"X1 3/4" B WD AL. 14/A10.03 13/A10.03 16 E105 MECHANICAL ROOM EXISTING DOOR 227 NESC./CONST. MGR. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 G.C. MUST COORDINATE KEYING SYSTEM OF ALL DOOR HARDWARE WITH TENANT. A SCHEDULED Gr®matz ®u rye gc AS$®Clc�t�S '- A 11 14 A10.03 06,13/Al0.03 12 A10.03 15 MEETING MUST BE HELD PRIOR TO THE ORDERING OF HARDWARE. 106 VESTIBULE (EXTERIOR) D H.M. H.M. 01/A7.02 02/A7.02 03/A7.02 228 REG. CONST. MGR. 3 0X8 0X1 3/4 B2 WD L / / FProject E107A GENERATOR (EXTERIOR) EXISTING DOOR 229 WOMEN 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 19 2B KICK PLATE BOTH SIDES 7, HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS AND OTHER El 07B GENERATOR EXISTING DOOR CARD READER 230 NOT USED ��////�7/7 77 7/77 OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP E108 MAINTENANCE ROOM EXISTING DOOR 231 MEN 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 os,13/A1o.o3 12/A10.03 19 2A KICK PLATE BOTH SIDES WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE E109 BATTERY ROOM EXISTING DOOR 232 ENG. NOC. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH 110 NOT USED 233 COFFEE 3'-6"X8'-0" --- --- AI ' llL. 15/A10.03 15/A10.03 NA CASED OPENING OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC 111A MAINTENANCE CAGE 3'-0"X8'-0 E --- --- --------- ----------- --------- 5 CHAIN LINK DOOR E234 ELECTRICAL ROOM EXISTING DOOR BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. „ LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. co C St 111B MAINTENANCE CAGE 8'-0"X8'-0 F --- --- --------- ----------- --------- 7a CHAIN LINK SLIDING DR. 235 LAB. 3 -0 X8-0 X1 3/4" B2 WD AL. 1 1,14/A10.03 06,13/A10.03 12/A10.03 15 112 VESTIBULE (EXTERIOR) D H.M. H.M. 01/A7.02 02/A7.02 03/A7.02 5 CARD READER E236 LAB. CLOSET EXISTING DOOR 8. ALL KICK PLATES TO MATCH DOOR HARDWARE. 113A I-NET CAGE 3'-0"X8'-0 E --- --- --------- ----------- --------- 5 CHAIN LINK DOOR 237 PLOT ROOM 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 20/A10.03 15 9. PROVIDE KNOX BOX PER FIRE MARSHALL'S REQUIREMENTS. TECHNICAL 113B I-NET CAGE 6'-0"X8'-0 F --- --- --------- ----------- --------- 7a CHAIN LINK SLIDING DR. 238 OPEN OFFICE NOT USED 114 JANITOR 3'-0"X8'-0"X1 3/4" C H.M. H.M. 02/A10.03 02/A10.03 SIM. 13 1 239 ENG. & SUP. MGR. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 10. ALL NON-RATED INTERIOR DOORS SHALL BE EQUIPPED WITH SILENCERS AFFIXED TO DOOR OPERATIONS 115 WOMEN 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 19 2B KICK PLATE BOTH SIDES 240 NOT USED JAMBS, U.N.O. CENTER 116 MEN 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 19 2A KICK PLATE BOTH SIDES 241 PMO OFFICE 3'-O" X8-0 X1 3/4 B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 11. ALL EXISTING H.M. DOORS TO RECEIVE 1 COAT PRIMER AND 2 COATS SEMI-GLOSS PAINT. 117 NOT USED 242 PMO OFFICE 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 ALL NEW H.M. FRAMES TO BE 16 GAUGE. 11308 SW 68TH PARKWAY 118 MAINT. TECH. RM. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 243 PMO OFFICE 3'-o"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 TIGARD, OREGON 97223 E119 MECHANICAL ROOM EXISTING DOOR 244A CONFERENCE 3'-0"X8'-0"Xl 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 12. REFER TO FINISH SCHEDULE AND GENERAL NOTES ON SHEET A9.00 FOR ALL DOOR AND FRAME 120 NOT USED 2446 CONFERENCE 3'-o"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 FINISHES. 121 STORAGE PR. 3'-0"X8'-0"X1 3/4" B1 WD AL. 14/A10.03 13/A10.03 13a E245 STAIR #1 EXISTING DOOR 13. REFER TO SPEC SECTION 08710 FOR DOOR HARDWARE SETS. FOR EXISTING DOORS, FIELD 122A LOCKERS (EXTERIOR) 3'-0"X D2 H.M. H.M. 01/A7.02 02/A7.02 03/A7.02 5 POLE MTD. CARD READER246 PMO OFFICE 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 VERIFY EXISTING HARDWARE AND PROVIDE NEW HARDWARE TO MATCH THE SCHEDULED IOR 3'-0"X D2 H.M. H.M. 01 A7.02 02 A7.02 03/A7.02 5a 247 DSR STORAGE 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 20/A1o.o3 13 REQUIREMENTS IN THE HARDWARE SET LISTED ON DOOR SCHEDULE A10.01. VERIFY EXISTING 122B LOCKERS (EXTERIOR) / / SIGNAGE FOR ALL EXISTING DOOR LOCATIONS. Authorization 122C LOCKERS (EXTERIOR) PR. D1 H.M. H.M. 01/A7.02 02/A7.02 03/A7.02 6 CARD READER 248 SALES DIRECTOR 3'-0"X8'-O"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 123A TECH OPEN OFFICE PR. 3'-0"X8'-O"X1 3/4" B1 WD AL. 14/A10.03 13/A10.03 1 HR. 20 249 1 ON 1 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 16 123B TECH OPEN OFFICE PR. 3'-0"X8'-0"X1 3/4" B1 WD AL. 14/A10.03 13/A10.03 20/A10.03 1 HR. 20 3 250 NOT USED AP 123C TECH OPEN OFFICE PR. 3'-0"X8'-0"X1 3/4" B1 WD AL. 14/A10.03 13/A10.03 20/A10.03 1 HR. 20 3 251 ENG. CONST. MAP RM. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 3'-0"X8'-0"X1 3 4" B2 WD AL. 11,14 A10.03 06,13 A10.03 12/Al0.03 16 252 IDF 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 20/A10.03 14 124 CONFERENCE r' / / / Ctll 3-0 X8 -0 X1 3 4 B2 WD AL. 11,14 A10.03 06,13/Al0.03 12/A10.03 16 253 STORAGE 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 20/A10.03 13 'tea IA�StS ' 125 CONFERENCE / / '- '- "Xl 3 4" WD AL. 11 14 A10.03 06,13/Al0.03 12/Al0.03 16 254 NOT USED 126 LOUNGE 3' 0"X8' 0" / B2 / 127 BREAK ROOM 3 -0 X8 -0 X1 3/4 A2 GLS. GLS. 11,14/A10.03 05,06,13/A10.03 12,20/A10.03 21 255 STAIR #3 NOT USED " "X1 3 4" H.M. H.M. 02 A10.03 02 A10.03 SIM. 18 A10.03 13a 256 WELLNESS ROOM 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 18LAS,3XAS 128 STORAGE PR. 3 0X8 0 " / C2 / / / - - ' W A 14 A10.03 13 A10.03 13 1 'L�� � 61 , 129 FILE/WORK ORDER 3 -0 X8 -0 X1 3/4 C H.M. H.M. 02/A10.03 02/A10.03 SIM. 15 257 JANITOR 3 0X8 0X1 3/4 B D L / / 258 COFFEE NOT USED GENERAL NOTES 130 NOT USED 0 131 MDF ROOM 3'-0"X8'-0"X1 3/4" C H.M. H.M. 02/A10.03 02/A10.03 SIM. 20/A10.03 14 CARD READER 259 COPY ROOM 4'-0"X8'-0" --- --- AL. 15/A10.03 15/A10.03 NA CASED OPENING 02 NO SCALE E132A TECH. OPS. SUP. (EXTERIOR) EXISTING DOOR 260 NOT USED 7 132B TECH. OPS. SUP. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 261 ENT. SALES MGR. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 Design Team 133 TECH. OPS. MGR. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 262 ENT. SALES MGR. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 TENANT COMCAST CABLE 1701 134 1 ON 1 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 263 DIRECT SALES 3'-0"X8'-0"X1 3/4" 82 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 GENERAL SIGNAGE NOTES: PHILADELPHIA, KENNEDYBOULEVARDRD PHILADELPHIA,PA 19103-2838 135 TECH. OPS. VP 31-0"X8'-0"X 1 3/4" B2 WD AL. 1 1,14/A10.03 06,13/A10.03 12/A10.03 15 264 1 ON 1 3'-0"X8'-0"X 1 3/4" B2 WD AL. 1 1,14/A10.03 06,13/A10.03 12/A10.03 16 TEL:215-286-7950 1. TEXT STYLE: HELVETICA REGULAR, COLOR: WHITE FAX:215-286-7990 136 TECH. OPS. DIR. 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 265 TECH. OPERATIONS 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 2. BACKGROUND COLOR: TO BE SELECTED BY ARCHTECT 137 1 ON 1 3'-0"X8'-O"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 266 BUS. OPS. STOR. 3'-0"X8'-o"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 13 3. MOUNTING ATTACHMENT: SILASTIC ADHESIVE © DRYWALL GENERAL LEASE CRUTCHER LEWIS 138 1 ON 1 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 267 1 ON 1 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 4. SIGN MANUFACTURER'S STANDARD CAST ACRYLIC 6" CONTRACTOR 550 SW 12th AVENUE INTERNATIONAL SYMBOL OF TEL:5032D230500205 E245 STAIR #1 EXISTING DOOR 268 MARKET MANAGER 3'-0"Xs'-0"X1AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 6 FAX:503-223-2874 GENDER. SIGN BY ASI OR E255 STAIR #3 EXISTING DOOR 269 OPEN OFFICE NOT USED ® APPROVED EQUAL E185A STAIR #2 EXISTING DOOR 270 NOT USED ARCHITECT GROMATZKY DUPREE&ASSOCIATES E185B STAIR #2 EXISTING DOOR (EXTERIOR) CARD READER 271 NOT USED ,/ 2-W-225 RM. NUMBER _ VICTORYPLA7AWEST N T 3090 OLIVE STREET,SUITE 500 272 COFFEE 0 USED °°°° GRADE 2 INTERNATIONAL HC BRAILLE LLE DALLAS,-8 75219 SECOND FLOOR DOORS '- " '- " 1 4" WD AL. 1-1,14/A10.03 06 13 A10.03 12 A10.03 15 � SYMBOL. SIGN BY ASI TEL: 214-871-9078 273 COMM. SALES VP 3 o x8 o x 3/ B2 / / OR APPROVED EQUAL FAX: 214-871-9869 E201A VESTIBULE /EXTERIOR EXISTING DOOR CARD READER 274 SBM MANAGER 3'-o"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 RM. NAME JAN I TO GRADE 2 CIVIL/STRUCTURAL GROUP MACKENZIE E201 B VESTIBULE (EXTERIOR) EXISTING DOOR 275 MECHANICAL ROOM 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 13 °° - M 1" COPY HEIGHT ENGINEER RIVEREAST CENTER B RAI LLE rn I I E 1515 SE WATER AVENUE,SUITE 100 202A LOBBY PR. 3'-0"X8'-0"Xl 3/4" Al GLS. GLS. 09,10/A10.03 09,10/A10.03 SIM. 04,19/A10.03 17 CARD READER 276 SBM DIRECTOR 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 ° ° ° ° PORTLAND,OR 97214 SIGN TYPE "1" ROOM NAME o TEL:503-224-9560 E202B LOBBY EXISTING DOOR 19/A10.03 277 BAE MANAGER 3'-0"X8'-o"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 FAX:503-228-1285 6„ GRADE 2 BRAILLE E202C LOBBY EXISTING DOOR 19/A10.03 278 SBAE OFFICE 3'-0"X8'-0"X1 3/4" B2 WD AL. 11 14/A10.03 o613/A10.03 12/A10.03 15104- 11 SIGN TYPE '2A' - MEN ELECTRICAL COCHRAN,INC. 203 NOT USED 279 BUS. OPS. MGR. 3'-0"X8'-0"X 1 3/4" B2 WD AL. 1 1,14/A10.03 06,13/A10.03 12/A10.03 15 CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 SIGN TYPE '2B' - WOMEN TIGARD,OR 97223 204 MEN 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 SIM. 18 2A KICK PLATE BOTH SIDES 280 NOT USED MAXI MUM SIGNAGE TEXT TEL:971-205-4263 205 WOMEN 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 SIM. 18 2B KICK PLATE BOTH SIDES 281 BUS. OPS. MGR. 3'-0"X8'-O"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 PER CITY SIGN TYPE "2" RESTROOMS 3'-o"Xs'-0"X1 3 4" B WD AL. 14 A10.03 13 A10.03 SIM. 16 282 1 ON 1 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 OCCUPANT REQUIREMENTS 206A MAIL / / / c0 LEAD ELECTRICAL R&W ENGINEERING,INC. 206B MAIL 3'-0"X8'-O"X1 3/4" B WD AL. 14/A10.03 13/A10.03 SIM. 16 283 INDIRECT DIRECTOR 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 223 ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 207 STO./TEST BENCH 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 SIM. 20/A10.03 15 284 COPY NOT USED GRADE 2 TEL:503 726-3318 °°° FAX:503-726-3326 208 CONFERENCE 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 E285 STAIR #2 EXISTING DOOR BRAILLE 209 H.R. MANAGER 3'-o"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 286 L&D TRAINERS NOT USED SIGN TYPE "3" OCCUPANCY LOAD 210 NOT USED C. 287 L&D MANAGER 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14 Al 0.03 06,13 A10.03 12 A10.03 15 4" MECHANICAL HUNTERPERSHING STREET/ / / / ENGINEER 1800 SE PERSHING STREET 211 VISITOR 3'-0"Xs'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 288 TRAINING ROOM 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 21 6" r PORTLAND,OR 97202 TEL:505-234-0477 212 VISITOR 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 15 289 CONFERENCE ROOM 3'-0"X8'-o"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 11 FAX:505-542-3603 213 CONFERENCE 3'-0"X8'-0"X1 3/4" B2 WD AL. 11.14/A10.03 06,13/A10.03 12/A10.03 16 290 NOT USED T - T I 1 COPY HEIGHT LANDSCAPE GROUP MACKENZIE 214A CONF. STORAGE 3'-0"X8'-0"X1 3/4" B WD AL. 14/A10.03 13/A10.03 16 291 L&D STORAGE 3'-o"X8'-0"X1 3/4" 6 WD AL. 14/A10.03 13/A10.03 13 � 1 `j ARCHITECT RIVER EAST CENTER 1515 214B CONF. STORAGE 3'-0"X8'-0"X 1 3/4" B WD AL. 14/A10.03 13/A10.03 16 292 CONFERENCE ROOM 3'-0"X8'-0"X 1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 16 °° ° ° ° M PORTLAND, D,OWATER 7214 ,SUITE 100 GRADE 2 BRAILLE PORTLAND,OR 97214 E215 LOUNGE (EXTERIOR) EXISTING DOOR 293 TRAINING ROOM 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 21 TEL:503-224-9560 ' FAX:503-228-1285 216 1 ON 1 3-0 X8 -0 X1 3/4 B WD AL. 14/A10.03 13/A10.03 16 294 TRAINING ROOM 3'-0"X8'-0"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 21 SIGN TYPE '5' - EXIThIt 295 BOARDROOM 3'-0"Xs'-O"X1 3/4" B2 WD AL. 11,14/A10.03 06,13/A10.03 12/A10.03 21 296 VENDING PR. 3 -0 X8 -0 X1 3/4 A4 GLS. AL. 07,11/Al 0.03 05,06,13/A10.03 12/A10.03 21a SIGNAGE LOCATION 20 A,0.03 SIGNAGE DOO 'F7\' SCHEDULE E297 ELEC./TEL. ROOM EXISTING DOOR / T ROOM 3'-o"X8'-0"X1 3 4" B WD AL. 14 A10.03 13 A10.03 20/A10.03 13 03 01 298 STORAGE 00 / / / NO SCALE NO SCALE 299 BREAK ROOM 3'-0"X8'-0"X 1 3/4" A3 GLS. AL. 07,1 1/A10.0-T05,06,13/Al 0.03 12,20/A10.03 21 23'-22 F.V. Issues and Revisions 10'-0!4:1 F.V. 13'-14"F.V. 6'-9" F.V. 13'-7" FIfd* .V. 2'-0" EQ. 6'-0" EQ. .00 3'-0" 3'-3" EQ. 6'-0" EQ. No. Date Description T.O. MULL. 5'-2" F.V. T.O. MULL. T.O. MULL. ,gk10,_0„A.F.F.�� ��= 3,_0„ 1,_8„ 10'-0»A.F.F. 10,_0"A.F.F. Al .03 2,_0„ 08/ 0 � � / / / � a- T.O. DOOR T.O. DOOR T.O. DOOR T.O. DOOR T.O. DOOR In T.O. DOOR AgkT.O. DOOR IL -JL- N � 8 0 A.F.F. abma.wae; IN lyl Irl �adY� �� rwrb %11d aa, INia 8,_0„A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. 8,_0„A.F.F. 8,_0A.F.F. l0.d dwNrad :9„II!dl, u,.d%+r : wul , Urtdl uu, :I / FILM, TYP. Oil raa&}%k4A RbF II 6 gWtl7 Jd, i!s!ol 1111 �I!It, riN611'Hf JNA$ hTtl VIII{Nil WS IW9 d bIVIW N!Prn :isiE /1 N fiats iLL 4;1tAJII!W tielk9lT:aaN#ar ad;l N'Ck ,. %r II i i r :. M jY 64E IkrwTd�dn{IYhlll m M!kd r.'b, d r J Ja I ti%:Ik+1 kh4,rWN.l%i %:>, / \ REF. SPECS. &8 I6 tld%!ruC V;♦'F1N•k yya ML lin Iyer v %%II alh ___+4i�'4filrlil!L tltl lW.11 d1 dIP•,°fv4 k:6r krw kX41li7 IIN wJ'l lfk!.. IN t Pd &:wg�%WrR p! FM rlillol 4 d1 Nw 1plll 090,aI&qN .� a bO11 I&X411 nYd a1 a I y:E I{+a,J4k l a nn N7r tI 4NIr,Ni 1 ruyd Ir'dwtl.d:W#tJ r,6715 F,JI d:":96'IY 6 11L9rI4 wnP;116W +,kNnC l l am"d v .CW eNi.a .,. A.dY,'II I11!ml r5.rr'SAS.Ik'Sdkad'Ss a.Pll 'Y,4 W:�h Iy 4µyNy yl d mh3dkk. NFIRM IIINuJ!I�ry,rlr tl•h yI1 N..:WII 1 1 a7+ii:P 141'.rJhdlP.liu.i:k t;l,u Gk IYuiIN! / jII N I INa'lyMJn7�itl;e lJ6ila'Tf TI'f'G'elliCllYrJ Na° �'YrS �dar l�Rl"rfaataaaaNS G'Pkk PY aP 14:N'Nr INi ql awl h#trCll:l Y !L.SJJN'+66ttlhyw74riu klk'N a&WV'�T$IrhCu"tihl / NOTE: I Awa myllaaw.alad% 7y I4d Skdraea ISI,k KaSI IdiN Pk5151 Nr : + aINwdId" ,L.,+ yaraa / / \ ew:ly P,afriN&I„,NN:� d�l:k'Ik1 dxltiriGNwe4.1111 %iu rv,1 M,M€slu'N$', :.,7uuIP!'. w7.l u%PI I'.!:k"r:bw l9lIW IGr"wI,IC:u. u.d N'!',rll%nldryl y„Jfd"em.y,l u!r 1y Y4G nN..lr-'BI! /// rMINI' r!1110M 1.,,1 ..I REFER TO WINDOW lald,,arI ad Nal.,N laN4I N:fill, Hj %I I a" J,.,:dl„IH �lTil emir aeab;,aka.: a r�l a d, a�dd�n Ya�a��a_, �d Irle.�wu:„r��I��Iru�.%rh;i�:;va�xea�I�li rr;I,al dr„+rr'an, w;mw, add%it ,c�rmWrm�7u'drl•"Mkulr,y I�.uarY,liµlr,y.rdal I :'did MMd Nvl d.49Na5kIkd.N.Y:riylklhu.aMn 3i !%tY 5�:7 II,N:dkI IIF�rGH d91 N'"It'P9, I4xlYd dNazi4lykkiEl!u�1/d�lr:i% gf,UIIC!rllld Nua NW4 Ik 1416%!hp+I7 IL%&r CldwuiGk, TYPES W7 & W8 I I ,udwmrr,!Nwwlulu!In,,d i a!yulaoal,dl u; N!II,da1115.uyrrJall ,ad!ru nitrMi wawdt�r�!au jN:d uml d%n%4n l%kld+Bialull rlallraNuil nirmaw,Nv of �du:� dalrld InNrrl l d ,t++, a c ual t!*N ANN K tcl l dlw :N.rw l dll tt rltad+l / I N Rr` p �' ay4N{IdIII 1, 0) IuEBwYuk adAl bled Jl!OY%k Ih,NI dAahJ,w,I dl!n:4 cJnJv JIIdI,:rrJ plb.Y dkticb7l SII AIIJ Id @.,IkaJ N'Il b b6tl;I.b,JYI IIN!null I ld l hla,"!lal IIN II . ON DWG. SHEET I I Irl tilFy ,In;Ifdr51 Ln waa%N„,u ANN Ilcll Nl rule N:r+ ,I15ati al ldulwld u,%%I lwl!d;o-a N+laul la Irm%r%urb bwwsl II.n X49:1e!IN. {, P? ,,. 1 .�:: a I dr:r: / II r lApl I i11���Po; I :ind nhw,Itl,J:iN:i:Iydlal lll,ll,N:rvtl+uu.vx:fl+d!utl, I,p III%AuI IIr,I,I,a:dlpCl.,.%Ikd,56%+,I,d E+gip,15,.111„,,d!I Ir I,Irrrl d%:M!Y :6.ri,l+I,tll%TM1N II II II.IIIIF.%LI hIN141a uvl l.,,.: / 1 A10.02 i%FJu'14buBt ll llw°:Y%I'TNIYJIrrJb'i;I gal;lGC +CaIN%dI AIP'r}N II Ir111 WkIiGlilt !kllJlrkdliil'I:iFH PJIIVIo7rMtl.+.l. IIIIIJI;LYI dJ,VI'Va;p 1,Idklfll xn"H albl 1plkV / II I��h�l�i��d!�i; // in // T �aIlll ,II ;II,i+q; ///� T FINISH FL. I - O o FINISH FL. o O FINISH FL. o FINISH FL. O o O FINISH FL. FINISH FL. FINISH FL. _I 0'-0"A.F.F. 0'-0 A.F.F. 0'-0 A.F.F. 0'-0 A.F.F. 0'-0 A.F.F. 0'-0 A.F.F. 0'-0 A.F.F. Al A2 A3 A4 B B1 B2 (LOBBY DOOR 202A) (BREAK ROOM 127) (BREAK ROOM 299) (VENDING 296) SOLID CORE PAIR SOLID CORE SOLID CORE WOOD ' � � WOOD DOOR W/ WOOD DOORS WITH / PR. 3'-0" X 8'-0" 3 -0 X 8 -0 3 -0 X 8 -0 PR. 3 -0 X 8 -0 DOOR W INTEGRAL PREFINISHED MEDIUM STILE STOREFRONT W/ TRANSOM PREFINISHED MEDIUM STILE PREFINISHED MEDIUM STILE PREFINISHED MEDIUM STILE ALUMINUM DOOR PREFINISHED PREFINISHED ALUM. SIDELIGHT W/ & SIDELIGHTS DOOR W/ 1/4" TEMPERED GLASS ALUMINUM DOOR WITH 1/4" ALUMINUM DOOR WITH 1/4" WITH 1/4" TEMPERED GLAZING AND INTEGRAL ALUM. FRAME FRAME PREFINISHED ALUM. REF. SPECS. SECTION 08410. TEMPERED GLASS AND TEMPERED GLASS AND SIDELIGHT AND TRANSOM WINDOWS IN FRAME (INTERIOR) INTEGRAL SIDELIGHT AND INTEGRAL SIDELIGHT AND PREFINISHED ALUM. FRAME TRANSOM WINDOWS IN TRANSOM WINDOWS IN REF. SPECS. SECTIONS 08120, 08121 & 08125. PREFINISHED ALUM. FRAME PREFINISHED ALUM. FRAME (INTERIOR) REF. SPECS. SECTIONS REF. SPECS. SECTIONS 08120, 08121 & 08125. 08120, 08121 & 08125. 4'-0" 4'-099 (INTERIOR) (INTERIOR) AJ.NT.O. DOOR T.O. DOOR T.O. DOOR T.O. DOOR T.O. DOOR T.O. DOOR T.O. DOOR T.O. DOOR T.O. OPNG. 7'-0"A.F.F. KA 1;KXX XX I / \ / / \ /�/ I Job No. Issue Date N N 31 T.O. COUNTER 2'-10" 12018 12. 14.2012 Issue Package FIN. FLOOR - -- ---- ---- FINISH FL. FINISH FL. FINISH FL. FINISH FL. FINISH FL. FINISH FL. FINISH FL. FINISH FL. p TO'-O" A.F.F. G ISSUE FOR PERMIT 0'-0"A-F.F. \IF 0'-0"A.F.F. 0'-0"A.F.F. „ 0 -0 A.F.F. 0 -0 A.F.F. 0 -0 A.F.F. 0 -0 A.F.F. 0 -0 A.F.F. MANUAL VERTICAL ROLLING C Cl C2 ® ® 1 ®2 E F COUNTER DOOR W/ FACTORY Sheet Title 4'-0" X 8'-0" PR. 3'-0" X 8'-0" 16 GA. INSULATED FLUSH PR. 16 GA. INSULATED 3'-0" X 8'-0" (MAINTENANCE CAGE 1 1 1A (MAINTENANCE CAGE 1 1 1 B PAINTED FINISH 4'-0" x 8'-0" DOOR SCHEDULE 16 GA. FLUSH H.M. 16 GA. FLUSH H.M. DOOR & 16 GA. FLUSH H.M. DOOR & FRAME H.M. DOOR & FRAME FLUSH H.M. DOOR & FRAME 16 GA. FLUSH H.M. DOOR & & I-NET CAGE 113A) & I-NET CAGE 113B) DOOR & FRAME FRAME W/WIRE VIEW VISION PANEL (PAINTED) (PAINTED) (PAINTED) FRAME W/WIRE VIEW VISION PANEL 3'-0"W X 8'-0"H CHAIN CHAIN LINK SLIDING GATES (PAINTED) (PAINTED) (INTERIOR) (EXTERIOR) (EXTERIOR) (PAINTED) LINK GATES (INTERIOR) Sheet Number (INTERIOR) (INTERIOR) cc, (EXTERIOR) (MAN GATES) (INTERIOR) Al 0001 04 DOOR TYPES SCALE: 1/4"=l'-O" COPYRIGHT c 2012 A Ah Alk 14'-28" F.V. 13'-1 1 " F.V. 10'-O8"F.V. 1'-1 1$" F.V. .01 " 4'-1 1" 2'_p" EQ. EQ. EQ. 2'-0" 2'-0" EQ. EQ. EQ. 2'-0" 48» 1,_62„ T.O. MULL. 2F.V. T.O. MULL. F.V. I T.O. MULLION F.V. T.O. MULL. F.V. T.O. MULLION T.O. MULLION T.O. MULL. T.O. MULL. , 16/A 10.02 10'-0 A.F.F. 10'-0 A.F.F. 10 -0 10'-0 A.F.F. 10 -0 10'-0" 10 -0 A.F.F. 10 -0 A.F.F. 11/A10.02 11/A10.02 B.O. MULL. / B.O. MULL. / Gromatz Dupree &Associates mcclst. o � LINE OF o co MULLION o Project 12 02 10 Al .02 12 Al .02 12 A10.02 1O/A10.02 // Q 12/A10.02 BEYOND Q A10.02 12A10. 12/A10.02 12/A10.02 / / / / / GYP. B D. / . 12/A10.02 r 17/A10.02 LO ,gkFINISH FL. 0 FINISH FL. FINISH FLOOR FINISH FL. 0 OIL FINISH FLOOR FINISH FLOOR FINISH FL. `V FINISH FL. 0 cast CO 0'-0"A.F.F. 0'-0"A.F.F. 0'-0" A.F.F. 0'-0"A.F.F. 0'-0" A.F.F. 0'-0" A.F.F. NT 0'-0"A.F.F. 0'-O"A.F.F. F1BREAK RM 299 BREAK RM 299 El BREAK RM 299 BREAK RM 299 BREAK RM 299 W6 BREAK RM 299 W7 LOBBY 202 W8 LOBBY 202 Fw2] Fw4j [W�5 TECHNICAL TEMPERED GLAZING TEMPERED GLAZING TEMPERED GLAZING TEMPERED GLAZING TEMPERED GLAZING TEMPERED GLAZING TEMPERED GLAZING TEMPERED GLAZING /� PREFINISHED ALUM. FRAME PREFINISHED ALUM. FRAME PREFINISHED ALUM. FRAME PREFINISHED ALUM. FRAME PREFINISHED ALUM. FRAME PREFINISHED ALUM. FRAME PREFINISHED ALUM. FRAME PREFINISHED ALUM. FRAME OPERATIONS CENTER 11308 SW 68TH PARKWAY TIGARD, OREGON 97223 01 WINDOW TYPES „=1,_ SCALE. 1/4"= 0 Authorization WINDOW SCHEDULE 42" 2 AS SCHEDULED GLASS AS SCHEDULED . NUMBER LOCATION SIZE MATERIAL DETAIL REMARKS SHIM AS REQ'D. GLASS THICKNESS FRAME HEAD JAMB SILL GLASS STOP J-MOLD, TYP. Cj W1 BREAK RM 299 2'-0 X 10'-0 1/2 AL 09/A10.02 09/A10.02 SIM. 08/A10.02SEALANT, BOTH SIDES �~ KEITH RA'80 E Ct� PRE-FINISHED SHIM AS REQ'D. I IK W2 BREAK RM 299 3'-6" X 10'-0" 1/2" AL 09/A10.02 09/A10.02 SIM. 08/A10.02 ALUMINUM FRAME �� ►- PRE_FINISHED D A,TF_XAS W3 BREAK RM 299 4'-10" X 10'-0" 1/2' AL 09/A10.02 09/A10.02 SIM. 08/A10.02 FINISHED FLOOR ANCHORS AT FLOOR ALUMINUM FRAME N LIC. NO. lJIF W4 BREAK RM 299 2'-0" X 10'-0" 1/2)) AL 09/A10.02 09/A10.02 SIM. 08/A10.02 AS SCHEDULED ,W CHANNEL, TYP. '��, N SEALANT GLASS AS SCHEDULED � �- . '- '- " 1 AL 09 A10.02 09 A10.02 SIM. 08 A10.02 GLASS STOP W5 BREAK RM 299 16 3 3/4 X 10 0 /2 / / / PRE-FINISHED oF -� W6 BREAK RM 299 13'-10 1/2" X 10'-0" 1/2* AL 09/A10.02 09/A10.02 SIM. 08/A10.02 4j" ALUMINUM FRAME W7 LOBBY 202 10'-0 3/4" X 10'-0" 1/4" AL 15/A10.02 15/A10.02 SIM. 14/A10.02 Design Team » " ,� WINDOW HEAD DETAIL WINDOW VERTICAL MULLION TENANT COMCAST CABLE WINDOW SILL DETAIL W8 LOBBY 202 1 -6 1/2 X 10 -0 1/4 AL 15/A10.02 15/A10.02 SIM. 14/A10.O2 Q 1701 JOHN F.KENNEDY BOULEVARD 08 „ 0 .J 10 - HORIZONTAL MULLION SIM. SCALE: 3=1 -0 SCALE: 3=1 -0 JAMB SIM. SCALE: 3-1 O TEPHILADELPHIA,115-286 950 19103-2838 FAX:215-286-7990 51» GLASS STOP 2» GLASS AS SCHEDULED GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE y PORTLAND,OR 97205 'I 'I TEL:503-223-0500 GLASS AS GLASS STOP FAX:503-223-2874 SCHEDULED PRE-FINISHED CASING N ARCHITECT GROMATZKY DUPREE&ASSOCIATES WEST FINISHED FLOOR OL VE STREET,SUITE 500 AS SCHEDULED PRE-FINISHED moo �Z_ DALLAS,TX 75219 N TEL: 214-871-9078 SEALANT PRE-FINISHED FRAME FAX: 214-871-9869 GLASS STOP CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER SHIM AS REQ'D. PRE-FINISHED FRAME GLASS AS SCHEDULED 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 ANCHORS AT FLOOR PRE-FINISHED FRAME FAX:503-228-1285 CHANNEL, TYP. 58» ALTERNATE ALTERNATE ALTERNATE PRE-FINISHED CASING ELECTRICAL COCHRAN,INC. WIND0W SCHEDULECONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 0 8A ,, 0 9A ,, 10A ® � SCALE: .3=1'-O" HORIZONTAL MULLION SIM. TIGARD,OR 97223 NO SCALE SCALE: 3=1 -0 SCALE: 3=1 -0 JAMB SIM. TEL:971-205-4263 ELECTRICAL R&W ENGINEERING,INC. ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 TEL:503-726-3318 CLEAR SEALANT, REF. SPEC. 1» PRE-FINISHED CLR. FAX:503-726-3326 ALUM. FRAME BELOW GLASS AS SCHEDULED PREFINISHED CLR. MECHANICAL HUNTER-DAVISSON INC. CLEAR SEALANT, ALUM. FRAME BELOW REF. SPEC. ENGINEER 1800 SE PORTLAND,OR1NG 97202TREET GLASS AS SCHEDULED GLASS AS SCHEDULED FAL:5o5- FAX:505-5544-2-336060 3 r-1CV d- LANDSCAPE GROUP MACKENZIE 1" CLEAR SEALANT, 4� ARCHITECT RIVER EAST CENTER 4 1515 SE WATER AVEN REF. SPEC. PORTLAND,OR 97214 UE,SUITE 100 TEL:503-224-9560 d- FAX:503-228-1285 PRE-FINISHED CLR. SHIM AS REQ'D. ALUM. FRAME BELOW - - J-MOLD, TYP. BUTT GLAZED JOINT DTL* BUTT GLAZED CORNER DTL. BUTT- GLAZED ANGLED CORNE„ 12 „ 13 _ ,_ » • - - SCALE: 3=1'-O" SCALE. 3-1 0 T.O. MULLION SEALANT ON BOTH SIDES SCALE. 3-1 0IL REF. ELEVATIONS N PRE-FINISHED CASING GLASS STOP PRE-FINISHED CLEAR CLEAR SEALANT, REF. SPEC. LINE OF WALL BEYOND- ANODIZED STOREFRONT PRE-FINISHED CASING SYSTEM W GLASS AS GLASS STOP GLASS AS SCHEDULED 41� / F_ Issues and Revisions CLEAR SEALANT, GLASS AS SCHEDULED SCHEDULED PRE-FINISHED CLR. REF. SPEC. LINE OF WALL BEYOND ANODIZED STOREFRONT No. Date Description FINISH FLOOR SYSTEM W/ GLASS AS jjll N SCHEDULED GLASS AS SCHEDULED tnloo 1„ GLASS STOP CLEAR SEALANT, 16,00SHIM AS REQ'D. � REF. SPEC. PRE-FINISHED CASING - ---= � . 1�s ALTERNATE ALTERNATE ALTERNATE STOREFRONT SILL DETAIL STOREFRONT HEAD DETAIL � " 13A - 3=1'-O" 1 1 A _ 12A _ =1 _ SCALE: 3-1 -0 SCALE: JAMB SIM. SCALE: 3-1 -0 SCALE: 3-1 -0 SCALE. 3 0 41" CV PRE-FINISHED CLR. Job No. Issue Date ANODIZED STOREFRONT SYSTEM W/ GLASS AS 12018 12. 14.2012 PRE-FINISHED CLR. SCHEDULED ANODIZED STOREFRONT Issue Package SYSTEM W/ GLASS AS 1» ISSUE FOR PERMIT SCHEDULED 4� Sheet Title WINDOW TYPES & DETAILS Sheet Number STOREFRONT HORIZONTALMULLION STOREFRONT HEAD DETAIL18 NOT USED 19 NOTUSED NOT USED 1 1 _ _ - SCALE: 3=1 '-O" SCALE. 3=1'-O"SCALE. 3=1 -0 VERTICAL MULLION SIM. SCALE: 3-1 -0 SCALE: 3 1 0 COPYRIGHT© 2012 DOOR AS SCHEDULED PRE-FINISHED SEALANT, SHIM AS REQ'D. - - ALUMINUM FRAME BOTH SIDES DOUBLE METAL STUDS 0 JAMB PRE-FINISHED ALUMINUM I GLASS AS SCHEDULED ® s • FRAME U-) 4�" DOUBLE MTL. STUDS AT 7 WALL AS ,2 JAMB SCHEDULED 2„ 4„ its GLASS STOP lidl 2" WALLS AS SCHEDULED JAM B DTL. TYP . DOOR LOC . PLAN DTL. @ GLASS SIDELITE EN D cls! GLASS AS SCHEDULED O 5A _ 01 - 6" STUD TYPE B AT SIMILAR CONDITION. REF. SCALE: 3-1 -0 ( ) 3 SCALE: 3-1'-0" 6" STUD (TYPE B) AT SIMILAR CONDITION. REF. TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. Gr®m�tzky Dupree � ASS®CI�t�S TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. �� PAINTED, FULLY � q DOUBLE METAL Project DOOR AS SCHEDULED ­� WELDED HM FRAME i PRE-FINISHED CLEAR GLASS S GLASS STOP SCHEDULED STUDS © JAMB LINE OF WALL BEYOND ANODIZED STOREFRONT i PRE-FINISHED FRAME I DOOR AS SCHEDULED SYSTEM I X100 1 FINISH FLOOR I CN 1%110 o cast DOUBLE MTL. STUDS AT JAMB cc, PRE-FINISHED CASING 2„ 4„ WOOD SHIM TECHNICAL 2" OPERATIONS WALLS AS SCHEDULED STOREFRON SILL DETAIL PRE-FINISHED FRAME CENTER ALTERNATE HM HEAD DETAIL NOT USED WINDOW SIDELITE ALTERNATE PRE-FINISHED CASING 11308 SW 68TH PARKWAY „ _ — _ TIGARD, OREGON 97223 ®� „ ® 6" STUD TYPE B AT SIMILAR CONDITION. REF. .. ®2 ®� - SCALE: 3-1 -0 SCALE: 3 1 0 ( ) 01 A _ _ 6 STUD TYPE B AT SIMILAR CONDITION. REF. SCALE: 3 =1 -0 SCALE: 3-1 -0 SCALE. 3-1 0 ( ) JAMB SIM. TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. GLASS PRE-FINISHED 2" GLASS AS SCHEDULED Authorization AS SCHEDULED ALUM. FRAME GLASS AS DOOR AS SCHEDULED WALL AS SCHEDULED -�O- SCHEDULEDT.O. GLASS AS SCHEDULED MULLION � - �- � LO REF. ELEV. PRE-FINISHED �`°' E '. N ALUM. FRAME DOUBLE METAL '` Kd €. HsAB STUDS AT HEADER L - - - T.O. MULLION DALLAS;''XAS DOOR AS J-MOLD, TYP. - LIC. Naylow 2 I I SCHEDULED PRE-FINISHED REF. ELEVATIONS ALUMINUM FRAME N 1 WINDOW VERTICAL MULLION T.O. MULLION JAMB DTL.. � GLASS SIDELITE HEAD DTL. � TRANSOM -PINI H®� ®V _ REF. ELEVATIONS PRE S ED ® � _ V _ Design Team SCALE: 3-1 -0 SCALE: 3"=1 -0 SCALE: 3-1 -0 HORIZONTAL MULLION SIM. N STOREFRONT TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD GLASS AS SCHEDULED GLASS STOP GLASS STOP » PHILADELPHIA,PA 19103-2838 „ PRE-FINISHED CLR. TEL:215-286-7950 5 FAX:215-286-7990 A SCHEDULED GLASS S LINE OF WALL BEYOND ANODIZED STOREFRONT GLASS AS SCHEDULED GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE GLASS STOP GLASS AS PORTLAND,OR 97205 DOOR AS SCHEDULED TEL:503-223-0500 SCHEDULED T.O. MULLION FAX:503-223-2874 _ 3 LASS AS SCHEDULED - - -- -- REF. ELEV. q�1�„ 42" ARCHITECT GROMATZKY DUPREE&ASSOCIATES 04 VICTORY PLAZA WEST .00 3090 OLIVE STREET,SUITE 500 X LI PRE-FINISHED CASING DALLAS,TX 75219 TEL: 214-871-9078 DOOR AS I I PRE-FINISHED FRAME FAX: 214-871-9 SCHEDULED STOREFRO T HEAD CIVIL/STRUCTURAL GROUP MACKENZIE PRE-FINISHED FRAME PRE-FINISHED FRAME ENGINEER RIVEREAST CENTER _ STOREFRONT HEAD DETAIL DETAIL W TRANS® M 1515 SE WATER AVENUE,SUITE 100 ALTERNATE PORTLAND,-%97214 ALTERNATE PRE-FINISHED CASING ALTERNATE PRE FINISHED CASING n TEL:503-224-%60 �] ®Q � �� 1 , J - �- �� FAX:503-228-1285 Q „ / A 08A - HORIZONTAL MULLION SIM. ��ff SCALE: 3=1 -0 �•J SCALE: 3-1 0 JAMB SIM. 0 �� ` = SCALE: 3 =1 -0 SCALE: 3-1 -0 JAMB SIM. SCALE: 3 1 -0 ELECTRICAL COCHRAN,INC. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 4 ” DOOR AS DOUBLE METAL DOUBLE METAL ELECTRICAL R&W ENGINEERING,INC. PRE-FINISHED1» STUDS ® JAMB STUDS ® CENTER WALL AS SCHEDULED ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 BEAVERTON,OR 97005 GLASS AS SCHEDULED SCHEDULED ALUM. FRAME WALL AS TEL:503-726-3318 WD. SHIM AS REQ'D. SCHEDULED WALL AS SCHEDULED 2" DOUBLE METAL STUDS FAX:503-726-3326 -M TYP. GLASS STOP - - - - - - - © JAMB J OLD, SHIM AS REQUIRED PRE-FINISHED ALUM. FAM MECHANICAL HUNTER-DAVISSON,INC. PREFINISHED �..�: �� SEALANT, BOTH SIDESREQ'D. LU FRAME ENGINEER 1800 SE PERSHING STREET T.O. MULLION �— PRE-FINISHED SHIM AS REQ D. - - - - - u T.O. MULLION ALUM. FRAME U OR 97202 - ALUMINUM FRAME - PORTLAND, REF. ELEV. •=� TEL:505-234-0477 REF. ELEV. I FAX:505-542-3603 PRE-FINISHED ALUMINUM FRAME N FINISHED FLOOR //---ANCHORS AT FLOOR `� I N � AS SCHEDULED CHANNEL, TYP. (� - FRAME ANCHORS - GROUP MACKENZIE GLASS AS SCHEDULED 4 MIN./JAMB GLASS STOP N SEALANT I - I DOOR AS ARCHITECT RIVER EAST CENTER SCHEDULED 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR» 2" FRAME ANCHORS- �" TEL:5 3-2249560214 4 MIN./JAMB FAX:503-228-1285 DTL. @ GLASS SIDELITE SILL DTL. @ GLASS SIDELITE DOOR JAMB DETAIL DOOR HEADER DETAIL JAM B DTL. @ CASED OPENING HEAD 1415 _ " 6" STUD TYPE B AT SIMILAR CONDITION. REF. „ 12 136 STUD TYPE B AT SIMILAR CONDITION. REF. SCALE: 3'9=1'—O" 6 STUD (TYPE B) AT SIMILAR CONDITION. REF. SCALE: 3-1 0 ( ) 1 1 _ _ SCALE: 3=1 -0 SCALE: 3"=l'—O" ( ) SCALE: 3-1 0 JAMB SIM. SC LE TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. 5j" PRE-FINISHED FRAME PRE-FINISHED CASING PRE-FINISHED CASING WALL AS SCHEDULED DOOR AS DOUBLE METAL STUDS © JAMB DOUBLE METAL STUDS SCHEDULEDGLASS AS 2" " ©ALMA S SCHEDULED Ak T.O. MULLION � SCHEDULED GLASS STOP '�� SCHEDULEDWALL AS T.O. MULLION � REF. ELEV. - Issues and Revisions PRE FINISHED CASING - - - - - REF. ELEV. .. . :. _ PRE—FINISHED CNq FRAM E PRE-FINISHED CASING FINISHED FLOOR I No. Date Description AS SCHEDULED _ - - - - PRE-FINISHED FRAME N SEALANT � I PRE-FINISHED CASING `p DOOR AS I I PRE-FINISHED FRAME X00 GLASS STOP SCHEDULED GLASS AS SCHEDULED SHIM AS REQ'D. PRE-FINISHED FRAMEop 5 " ANCHORS AT FLOOR 40 CHANNEL, TYP. ALTERNATE ALTERNATE ALTERNATE ALTERNATE ALTERNATE HEAD SIM. ,� 14A 15A _ � °� 6" STUD TYPE B AT SIMILAR CONDITION. REF. 1 A „ 12A 13A6 STUD TYPE B AT SIMILAR CONDITION. REF. SCALE: 3"=l'—O" 6 STUD (TYPE B) AT SIMILAR CONDITION. REF. SCALE: 3-1 -0 ( ) 1 = SCALE: 3=1 -0 SCALE: 3"=l'—O" ( ) SCALE: 3 1 -0 JAMB SIM. S TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. TO WALL TYPE SCHEDULE FOR ADDITIONAL INFO. PROVIDE FACTORY DOOR AS DOOR DOOR UL SCHEDULED SCHEDULED DO A PAIN SCHEDULED SCHEDULED COLOR : TBD Z\ ( I I O.H. COILING DOOR, -_ INSTALL PER MANUF. i -. � INSTRUCTIONS // /i - \ \ RESILIENT TRANSITION RESILIENT TRANSITION STRIP STRIP TILE FLOORING TILE FLOORING VINYL COMPOSITION I I l I I l AS SCHEDULED AS SCHEDULED TILE FLOORING AS SCHEDULED SETTING BED CARPET AS SETTING BED CARPET AS CARPET AS SCHEDULED Job No. Issue Date SEALED CONCRETE SCHEDULED SCHEDULED SEALED ---� CONCRETE AI 11111111 12018 12. 14.2012 Issue Package T.O. OPENING _ 7'-0" A.F.F. ISSUE FOR PERMIT METAL TRANSITION STRIP AS SPECIFIED OF DOOR OF DOOR OF DOOR Sheet Title DOOR DETAILS HEAD DETAIL @ OVERH AD SILL DETAIL @ SILL DETAIL @ SILL DETAIL CSILL DETAIL TO CARPET CERAMIC TILE� TO CARPET VCT TO CAR PET Sheet Number COUNTER DOOR TILE TO CONCRETE CONCrRETE 19 „ , 206"=l'-O" 1 6 ,, 17 1 SCALE: 1-1/2"=1 -0 SCALE: 6 -1 -0 SCALE: 6 -1 0 SCALE: 6 =1 -0 SCALE: s COPYRIGHT© 2012 T--�, T _ _ PARTITION TYPES SCHEDULE - - LINE OF STRUCTURE/DECK STUD GYPSUM BOARD SIDE 1 GYPSUM BOARD SIDE 2 SEALANT (BOTH SIDES) HEAD W co V) ^co Z Z Z , • LINE OF STRUCTURE/DECK '. LINE OF STRUCTURE/DECK c� SPACING III : rill, w v v a w w ` UJ Q --izSEALANT (BOTH SIDES) I— �- �- Z cv Ld r7 III —— FIRE RATED SEALANT (BOTH SIDES) CEILING - RE: RCP FOR w Y _r O O w 0 = w � = w > = Q Y � r � w °- cn IT7LOCATION LL � WALL o = Z I N a- N a_ v I W z I WQ O CV cfl I— — Z W W W p= Z� JO — Z HEAD CEILING - RE: RCP FOR LOCATION HEAD II I III CEILING - RE: RCP FOR LOCATION rz � DESCRIPTION z o � o- z v) � = v) � z I-- I— Z w L� D Z a_ NOTES III II ATTACH FINISH MATERIAL TO VERTICAL RE: PLAN ATTACH FINISH MATERIAL 1 35/8» s 22 TO DECK 5/s" X 1 TO DECK 5/s" X 1 TO DECK 3" - - 50 STL RUNNER TO VERTICAL STUD, NOT TO n _ - STUD, NOT TO HEAD TRACK HEAD TRACK f-� INTERIOR 5 e 5 X 5 X 1 PARTITION 2 3/s" 22 6" ABV CLG /s" 1 6" ABV CLG /s" 6" ABV CLG 3" 50 STL RUNNER STL RUNNER 3 3%s" • 22 6" ABV CLG 5/s" X 1 6" ABV CLG 5/s" X 1 6" ABV CLG ATTACH FINISH MATERIAL TO VERTICAL STUD, - - - - ,q NOT TO HEAD TRACK III III L� 3!y8$$ • 5 X 5 X 1 TO DECK - - - - -,/ ` III ' III GYPSUM BOARD 22 TO DECK /s" 1 TO DECK /s" At GYPSUM BOARD SOUND ATTENUATION BATTS (SAB) AS RE: PTN TYPES SCHEDULE RE: PTN TYPES SCHEDULE III SCHEDULED III - III PLAN SOUND ATTENUATION BATTS (SAB) AS III III STL STUD. RPE: PTN TYPES SCHEDULE, SOUND ATTENUATION BATTS SCHEDULED PLAN III I FOR SIZE, SPACING & GAUGE (SAB) AS SCHEDULED Gr®matzky Dupree &Associates III III Project " • 25 6" ABV CLG 5/s" X 1 6" ABV CLG 5/s" X 1 6" ABV CLG STEEL STUD. RE: PTN TYPES SCHEDULE, FOR INTERIOR 1 6 - - - - SIZE, SPACING & GAUGE B PARTITION 2 6" • 25 6" ABV CLG 5/s" X 1 6"'ABV CLG 5/s" X 1 6" ABV CLG 6" - - - PLAN STL STUD. RE: PTN TYPES GYPSUM BOARD SCHEDULE FOR SIZE, e 5 " X 5 " X 1 TO DECK 6" - - 40 RE: PTN TYPES SCHEDULE 3 6 22 TO DECK /8 1 TO DECK /s III SPACING & GAUGE 5 „ ,� q- 6 • 22 TO DECK /s X 1 TO DECK 5/8 X 1 TO DECK - - - - II � I SILL ] 35/$" • 22 TO DECK 5/s" X 1 TO DECK 5/s" X 1 TO DECK 3" - - 40 SILL III ::' III STL STUD RUNNER STL STUD RUNNER0 C St STEEL STUD RUNNER III III III SILL 1 35/8" • 22 TO DECK 5/8" X 1 TO DECK 5/s" X 1 TO DECK 3" 1 0465 47 II I .• '. . III FIRE RATED SEALANT (BOTH SIDES) SEALANT (BOTH SIDES) C FIRE 5 X 1 TO DECK 5 X 1 TO DECK 1 U465 47 SEALANT (BOTH SIDES) BARRIER 2 6" • 22 TO DECK /s" /s" 6" TEC H N I CAL CHASE 1 35/s�� a 22 6" ABV CLG 5/s" X 1 6" ABV CLG 5/s" X 1 6" ABV CLG 3" - - 40 OPERATIONS I D e 5 „ X 5 „ X1 — — — —213!Y8" 22 6 ABV CLG /s 1 6 ABV CLG /s 6 ABV CLG CENTER INTERIOR PARTITI0N EIRE BARRIER CHASE FURRING 1 �/$„ 22 5/s" X 1 - - - _ - - - - 11308 SW 68TH PARKWAY A B E SCALE 3"=V-0"-0 SCALE 3"=1'-0" D SCALE 3"=1'-O" TIGARD, OREGON 97223 FURRING 1 15/s" a 22 6" ABV CLG 5/s" X 1 6" ABV CLG - - - - - - - - F 2 35/s" • 22 6" ABV CLG 5/s" X 1 6" ABV CLG - - - - - - - - 3 1,3!Y8" • 22 TO DECK 5/s" X 1 TO DECK - - - - - - - - q- 6" • 22 6" ABV CLG 5/s„ X 1 6" ABV CLG - - - - - - - - T NOTE: T Authorization TERMINATE GYPSUM BOARD AT FINISH CEILING IN UNITS, AND 6" ABOVE I G UNOT SED FINISH CEILING IN PUBLIC AREAS. 7//7/ 1 35/s„ • 22 6" ABV CLG 5/8„ X 1 6" ABV CLG - - - - - - - - " LINE OF STRUCTURE DECK CONCRETE HEADV///,Z LINE OF STRUCTURE DECK HEAD STRUCTURE/ DECK/ " " :. H PANEL 2 SY8 22 TO DECK 5/s X 1 TO DECK - - - - - - '� , SEALANT SEALANT CEILING - R : RCP FORLOCATION ' E C 0 CEILING - RE: RCP FOR LOCATION STL RUNNER PARTITION NOTES (PN): ® LIC NO, l D LL �,TES 1. LINE OF STRUCTURE INDICATED AT HEAD CONDITIONS FOR EACH PARTITION TYPE IS 8. FIRE AND SMOKE RESISITIVE PARTITION RATINGS SHALL EXTEND TO INSIDE FACE OFit 2000V WALL BEHIND FURRING DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS. EXTERIOR SHEATHING AND BE SEALED TO ACCOMPLISH RATING, INCLUDING EXTENSIONS 100 WALL BEHIND FURRING A. TERMINATE FIRE RESISTANCE RATED PARTITIONS AT STRUCTURAL MEMBERS WITH A RATING THROUGH SOFFITS TO EXTERIOR SHEATHING. GREATER THAN OR EQUAL TO THE PARTITION. STL STUD B. INSTALL FRAMING AND GYP. BD. TO OFFSET AROUND STRUCTURAL MEMBERS OR OTHER 9. PROVIDE 5/8" TYPE-X MOISTURE-RESISTANT GYP. BD. AT ALL BATHROOM WALLS. ADD 5/8" PLAN PLAN OBSTRUCTIONS TO MAINTAIN THE FIRE RESISTANCE RATING. TYPE X CEMENT BACKER BOARD OVER STL STUDS © SHOWER WALLS. Design Team GYPSUM BOARD SOUND ATTENUATION BATTS (SAB) AS C. TERMINATE NON-RATED PARTITIONS AT STRUCTURAL MEMBERS WITH A CONT. LAYER OF 10. INSTALL MOISTURE-RESISTANT GYP. BD. AT ALL WALLS TO RECEIVE TILE. RE: PTN TYPES SCHEDULE SCHEDULED GYP. BD. TO MAINTAIN ACOUSTICAL, SMOKE OR OTHER BARRIERS. TENANT COMCAST CABLE 2. STOPS STUDS AND GYP. BD. Y2" BELOW LINE OF STRUCTURE AND SEAL. 11. ALL STEEL STUDS SUPPORTING WALL HUNG PLUMBING FIXTURES SHALL BE 20 GA. MIN. 1701 JOHN F.KENNEDY BOULEVARD „ PHILADELPHIA,PA 19103-2&18 A. FIRE RESISTANCE RATED PARTITIONS SHALL BE INSTALLED WITH FIRESTOP SEALANT UNO. 16 O.C. MAX. SPACING. TEL:215-286-7950 GYPSUM BOARD B. NON—RATED PARTITIONS SHALL BE INSTALLED WITH ACOUSTICAL SEALANT UNO. 12. TYPICAL PARTITION TYPE DOES NOT HAVE SOUND ATTENUATION BLANKET (SAB). Fax.215-2ss-7990 RE: PTN TYPES SCHEDULE C. ALL OTHER PARTITIONS SHALL BE INSTALLED WITH SEALANT AS SCHEDULED. LOCATION OF SAB SHALL BE INDICATED ON FLOOR PLAN BY SYMBOL REQUIRED SAB THICKNESS IS NOTED ON PARTITION TYPES SCHEDULE. GENERAL LEASE CRUTCHER LEWIS 3. INSTALL VERT GYP. BD. CONTROL JOINTS © 25'-0" MAX. ON WALLS WITH UNBROKEN LENGTH CONTRACTOR 550 SW 12th AVENUE STL STUD RUNNER OF 30'-0" OR MORE. INSTALL MORE FREQUENTLY AS NOTED ON CONTRACT DOCUMENTS. 13. UL DESIGN NO REFERS TO UNDERWRITERS LABORATORY CERTIFICATIONS DIRECTORY, PORTLAND,OR 97205 TEL:503-223-0500 FURRING CHANNEL. RE: PTN TYPES 4. ACOUSTICAL NOTES: MOST RECENT PUBLICATION. FAX:503-223-2874 SILL SCHEDULE FOR SPACING & GAUGE SILL A. PROVIDE TWO STUBS BETWEEN PENETRATIONS (OUTLETS) ON OPPOSITE SIDES OF 14. SOUND TRANSMISSION CLASS (STC) NOTED IS MINIMUM REQUIRED AT THIS PARTITION/WALL ACOUSTICALLY IMPROVED WALLS. SEAL PERIMETER OF EACH OUTLET WITH ACOUSTICAL LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING OR EXCEEDING THIS STC ARCHITECT GROMATZKYDUPREE&ASSOCIATES SEALANT SEALANT AND SEAL BACK OF OUTLET WITH OUTLET BOX PADS. AND SHALL BE RESPONSIBLE FOR SUBMITTING DESIGN DATA FOR SYSTEM TO BE USED IN VICTORY PLAZA WEST 3090 OLIVE STREET,SUITE 500 N SEALANT 5. WALL TYPES WITH UL 400 FIRE RESISTIVE CONSTRUCTION DESIGNS SHALL COMPLY WITH CONSTRUCTION. DALLAS,TX 75219 TEL: 214-871-9078 UL HW-S-0043 FOR EDGE AND TERMINATION CONDITIONS. 15. MINIMUM GAUGE OF STUD IS LISTED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FAX: 214-871-9869 UL HW-S-0043=CONCRETE FLAT SLAB PROPER STUD GAUGE FOR HEIGHT AND DESIGN SYSTEM OF WALL, EXCEPT AS NOTED. UL-HW-S-0045=STEELDECK/CONCRETE REFER TO REFERENCE STANDARD FOR STUD SPACING AND LIMITING HEIGHTS FOR GYP BD CIVIL/STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER FURRING FURRING NOT USED 6. INSTALL BRACING AND FIRE RETARDANT TREATED WOOD BLOCKING FOR CASEWORK PARTITION ASSEMBLIES. 1515 SE WATER AVENUE,SUITE 100 EQUIPMENT, ETC. AT PARTITIONS AS REQUIRED. PORTLAND,OR 97214 16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE CLEARANCE FOR TEL:503-224-9560 SCALE 3"=1'-0" SCALE 3"=1'-0" SCALE 3"=1'-0" 7. FIRE AND SMOKE AND SOUND RESISITIVE REQUIREMENTS PARTITION RATINGS ARE TO FAX:503-228-1285 S STRUCTURAL DEFLECTION AT TOP RUNNER. FOUR (4) OPTIONS ARE SHOWN BELOW. CONTINUE ABOVE ALL OPENINGS TO DECK ABOVE. ELECTRICAL COCHRAN,INC. CONTRACTOR 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 ONE HR CONSTR STL STUD LOCATE AT ELECTRICAL R&W ENGINEERING,INC. ABUTTING WALL & ENGINEER 9615 S.W.ALLEN BOULEVARD,SUITE 107 HM FRAME oos HIGHEST .._ : ATTACH THRU GYP BD 4 - .• BEAVERTON OR 9 JAMB STUDS TEL:503-726-3318 PRIORITY ..,. . ' - TO STUD IN ABUTTING FAX:503-726-3326 AS REQD - WALL CL 5/8" TYPE X _ 0 GYP BD Z MECHANICAL HUNTER-DAVISSON,INC. TAPE & JT d- ; . ENGINEER 1800 SE PERSHING STREET - ---' COMP—TYP - PORTLAND,OR 97202 8 TYPE :.- _ - TEL:505-234-0477 FAX 505-542-3603 X GYP BD STL STUDS TWO HR CONSTR ' (1 LAYER AT ONE LANDSCAPE GROUP MACKENZIE - HR SMOKE <. -_ ARCHITECT .. .• .'-• RIVER EAST CENTER T V 1 1515 SE WATER EN SUITE 00 PARTITION) AVENUE,s LOWEST PORTLAND,OR 97214 PRIORITY CORNERBEAD 5/8 TYPE X GYP BD TEL:503-224-9560 HIGHER PRIORITY TYP — NO OF LAYERS FAX:503-228-1285 BY PARTITI 0 N WALL PARTIDETERTION DT PE WALL PRIORITY INTERSECTION (SCHEMATIC) CORNER CORNER SEAL BOXES TIGHT W/ FIRESTOP PUTTY PAD AT ACOUSTICAL SEALANT RATED WALLS —o MIN L• STL STUD -1STL STUD Issues and Revisions i No. Date Description TAPE & JT TAPE & JT COMPOUND COMPOUND GYP BD TYPE X GYP BD _. 777 TELEPHONE OR ELEC BOXES k— TYP 2 1/2" STL STUDS ACOUSTICAL SEALANT NON — RATED PARTITION RATED PARTITION 5/8" TYPE X GYP BD AS REQ'D EACH 16 SQ IN MAX TOTAL BY PTN TYPES SCHEDULE OPENING-100 SQ IN /100 NOT USED NOT USED NOT USED INTERSECTION INTERSECTION SQ FT (PER UL) H SCALE 3"=1'-0" "- '_ „ — 3"=1'-O" ELECTRICAL BOX SCALE 3 -1 0 SCALE (RATED WALLS) STRUCTURAL DEFLECTION DETAILS FASTEN TO "X" MAX � SLIP RUNNER, JT COMPOUND � SIZE & GA AS REQD JT AS ADHESIVE \ \ / METAL STUD DIA REQD W/ "2X" GAP AS REQD EXPANSION JT • I LEGS BRACING STAGGERED AS ,,��� I I�` •.' 1-1/2" x 1-1/2" x 16 GA, II'. 1 REQUIRED w _ ,.. CLIP ANGLE FASTENED TO I I 1 5/8" TYPE X- 1/2" ."' * CONTROL JT \ \ / STUD W/ (2) #10-16 MAX. TYP STUD, SIZE, GYP BD " \ \ / 1/2 SHEET MTL SCREW LINE OF ROOF DECK FASTENERS & GA AS REQD y " (#10) SCREWS: ANGLE LENGTH STEEL TO .:.. r \ \ / TO CEILING MAIN RUNNER SHALL NOT BE LESS THAN AT EA STUD SCREWS) AS READ PER .STUD..' '.4. :4•' ff ' \ I \ :~. LOC AS REQD : .. . . • :..:::+..:.' r:...: SEALANT CHANNEL SOLID WOOD BLOCKING STUD DEPTH, MINUS 1/2 FLG ALLOW CLEARANCE -' �.' /s" TYPE "X" GYPSUM BOARD (2) #10-16 SCREWS FASTEN ABV STUD E EQ TO VOID . GAP ' : ��- �� 5 CASING SEALANT - GAP OUTER LAYER FASTEN TO HEAD TO U—CHANNEL TYP STUD SIZE & STD RUNNER, SIZE, , 7„ '"�� TRACK ONLY WITH EXTRA TYP STUD, SIZE & GA AS READ & GA AS REQD CMU OR CONC WALL 48 LENGTH SCREWS GA AS„REQD OVERSIZED RUNNER, SIZE JT WHERE WALL FRAMING CHANGES METAL STUDS AS SCHED - STUD CLIP AT EACH STUD 1-1/2 x 16GA, U—CHANNEL U—CHANNEL & CLIP ANGLE NOT & GA AS REQD © 2'-0" OC WITH "' ATTACHED TO HEAD TRACK VERT SPACING AS REQD MORE THAN 12" FROM TOP (TYP) WA AT FRAMING 5/8 GYP BD AS SCHED. 20 GAUGE MINIMUM STEEL PER BRIDGING DETAIL DOUBLE RUNNER LL G ON EACH SIDE HEAD TRACK (FIRE TRACK BRIDGING SINGLE RUNNER (OPTIONAL) CHANGE WALL CONTROL JOINT CORP) SECURE WITH SCREWS CEILING: RE RCP FOR LOCATIONK SLIP TRACK STEEL STUD. RE: PTN TYPES NOTES: WALL PRIORITY LEGEND FASTEN TO SUBSTRATE AS REQD 1/2" GAP 1/2" GAP SCHEDULE, FOR SIZE, DEFLECTION CLIP 2-5/8" TYPE X 1-5/8" TYPE X Job NO. Issue Date •. �'`` •- SOUND ATTENUATION SPACING AND GAUGE TWO HOUR FIRE 2 1/2" RUNNER o GYP BD EA SIDE GYP BD EA SIDE PRIORITY 1 ---•,- ----- •------°° BATTS SAB AS SCHEDULED STUD DEPTH EXCEEDS 8"-0". BARRIER SMOKE WALL HIGHEST RUNNER—FASTEN END OF I 0 5/8 GAP 12018 12. 14.2012 ( TO SUBSTRATE ° RUNNER 4" (MIN) II O STL STUDS 2) RIGID FACING MATERIAL APPLIED TO TWO HOUR FIRE . % O 0 0 0 0 5 8" GAP STL STUDS BOTTOM TRACK ANCHORED BOTH STUD FLANGES MAY BE UTILIZED BARRIER 0 0 / Issue Package IN LIEU OF U—CHANNEL, PROVIDED 0 T 1 2-5/8" TYPE X . •' � 2 —0 OC SHOTPINS $ l�� 0 THE FOLLOWING CRITERIA: TWO HOUR PRIORITY 2 $ III° 0 0 X" (MAX 2-5/8 GYPEBXD GYP BD ISSUE FOR PERMIT A) STUD HEIGHT DOES NOT SHAFTWALL EXPANSION JT EXCEED 16 B) SHEATHING APPLIED TO BOTH ONE HOUR FIRE $ U 0 EXPANSION JT Sheet Title BARRIER SMOKE WALL PRIORITY 3 $ 0 0 1 10 SCREW 1 5/8 DRYWALL 1 5/8" DRYWALL STUD FLANGES FULL HEIGHT 0 ( ) # SCREWS 24" OC PER APPLICABLE ASTM STDS AT EA STUD FLG SCREWS 24 OC WALL TYPES C) STUD SHALL BE BRACED IF ONE PARTITION FIRE PRIORITY 4 TYP STUD, SIZE & THRU SLOT EANSEDE OF TWO H R FIRE RATED 0 N E H R FIRE RATED ONE FLANGE IS TEMPORARILY GA AS REQD PARTITION BRACING DETAIL HOUR RATED WALL DETAIL UNSHEATHED NON—RATED WALL PRIORITY 5 TYP STUD EXPANSION JOINT EXPANSION JOINT Sheet Number D) STUD GA IS A MAX OF 16GA LOWEST SLOTTED CLIPS SLOTTED RUNNER Based on Warnock Hersey Report no. Based on Warnock Hersey Report no. ............ cc, SCALE 3"=1'-0" SCALE 3"=1'—O" (3 5/8" & 6" STUDS ONLY) WH-651-0318.1 and Factory Mutual Design WH-651-0318.1 and Factory Mutual Design (OPTIONAL) (OPTIONAL) No. WIB-2 hr. UL R4024 No. WIB-1 hr. UL R4024 Al OmO4 COPYRIGHT© 2012 4� 2), IF ' .. Pt t'' (A!* ,x A , Trs 1-% x P6-{. bJ b A. Nil IP Mpl IS $ S ILjN,�vl Gd- v` 7,e l rw>w5 1 ol�, ' at (pip P, Gromatzky Dupree Associates Project +�!— -M4 —1�, �� ..mss .... 7f AM IM.II_.1 � �+.� `+M \ r �. ' - � , I • �.i.�'La- �.�' .�/s� MCrV '.L ' i..14.1•� .,.4 TECHNICAL OPERATIONS ,... SE . � 1 2 CENTER co N.T.S. c N.T.S. 'c 11308 SW 68TH: PARKWAY T- 04 TIGARD, OREGON 97223 Authorization PRDF �5 01 Ssi� ON v 08, [EXPIRES: 12/31 12 Design Team TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA;PA 19103-2838 TEL:2.15-286-7950 FAX:215-286-7990 GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 TEL:503-223-0500 FAX:503-.223-2874 ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLAZA WEST 3090 OLIVE STREET,SUITE 500 DALLAS,TX 75219 TEL: 214-871-9078 FAX: 214-871-9869 CIVIL GROUP MACKENZIE ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER 1515 SE:WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224.9560 FAX:503-228-1285 ELECTRICAL COCHRAN,INC. ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET PORTLAND,OR.97202 TEL:505.234-0477 FAX:505-542-3603 LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:'503-224-9560 FAX:503-228-1285 Issues and Revisions No. Date Description Job.No. Issue Date 1201 12. 17.2 012 Issue Package ISSUE FOR PERMIT Vr cc, U Sheet Title G U P AIL Now WK I INN - Sheet Number ff PorUand OR Vancouver WA SeatUe WA 503.224.9560 3600.695.77879 20(5.714 9.999 3 CM PROJECT NO: 2120451.01 COPYRIGHT U 2012