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10220 SW GREENBURG ROAD STE 125 F� i 0 0 ° .:: I I i + in so 04 A. .... ..r voofo. 0 1 .70. 00 T mommo.j. 0) 7. C 0 • • 06. IP 0 0 01 00 LA_ .2 .. .......... C() z 0 r7i 73 C%4 - 04 0 -_ _ - I . ... ... .... . : : I oc (u (D Z (,q .... ....... 0 0 LLJ o cr 0 B Q� o D o W C ........ .... .. ... ...... ............. . ... Fi LAJ OZ W w1� U CITY OF TIGARD 0 J1, o. T 1 ........ App!nved.................................. 0 L inclitior,ally Approved.................... CL - 1 : _:. ..ar only the work as described i in, _3 V) rz 0 . ... ........ ..... PERMIT NO. C) See(efter to: Follow....................... 1 y .. . . ........ .... I Attach ,........ -4 jj�� I-A- 1i 4;K Z C Jobb (D Q_ 0 ........ _7T TT 61 a rl ­td ( by Date: &L NORTH NORTH Q) 18 FLOOR PLAN SUITE 125 10 REFLECTED CEILING PLAN SUITE 125 W I/e , =I'-0, 5A5E0lDWG BASE02.0116 PLAN REFERENCE NOTES 01 NEW TENANT STANDARD DOOR AND MFG- USG HARDWARE. LEVER TO BE ADA COMPLIANT. CONNECTION DEVICES MODEL: DONN DX PROVIDE DEMISING WALL: TAPE,MUD AND TO BE OF AN DUTY: MAIN TEE - HEAVY DUTY SANDED SMOOTH READY FOR PANT FINISH APPROVED TYPE CROSS TEE - HEAVY DUTY AND HAVE 1000 MAX. DESIGN FIXTURE WEIGHT . . . . . . . . . 15 LBS. CAPABILITY ACTUAL MAX FIXTURE WEIGHT . . . . . ' ' ' ' SEPERATELY SUPPORTED G13D CONNECTOR AT TOP OF VIRE . . . . . . . . . 3116' SHOT ANCHOP W1 ka* EMBEDMENT VERTICAL STRUT SEISMIC STRUT: . . . . . . . . . . . . . . . . . . . . 3�4' CONDUIT W1 POSITIVE CONNECTION TO GRID ARCHITECTS AT 12'-0' O.C. BUILDING STRUCTURE Incorporated EACH WAY COUNTERSLOPE 920 SW THIRD AVENUE HANGERS IF MORE THAN SUITE 4000 1:6 OUT OF FLUI-15 I PORTLAND, OREGON LATERAL BRACING SECURE ALL HANGERS 97204-2483 TO BUILDING 5TRUCTURE (503) 224-9656 TRAPEZE DUCTU.�'_)W FAX 299-6273 ADDITIONAL HANGERS 4 AND OTHER LARGE ALL MEMBERS WITHIN :)BSTRUCTIa1S. www.gbdarchitects com 8' 071- PERIMETER CROSS PINNERS FIT STABILIZER BAR BETWEEN MAIN BETWEEN ALL RUNNE MEMBERS AT 'RAIG L. DVIS PERIMETER 4MERS AT MAIN F CIQ 1 81 (51-01 4'-0 0 r_ 4'-0' O.0 4'-0' O.G. SUPPORT -01 0,1­1 WITH 012 WIRE AT 4'-0' L �d O.C. OR WITH MO WIRE ND, OREGON AT 5'-0' O.C. (o'-O' MAX 12'-O' O.C. EACH WAY LATERAL BRACING AT 12'-0' O.C. EACH WAY. MAIN RUNNER TO OE 6TW:;TURE. BEGIN BRACING WITHIN &V OF PERIMETER AND 2'-0' FROM GBID 001 CZ156 MEMBER. 7 LATERAL BRACING FOR SUSPENDED CEILINGS __-Revisions NTS THIS DETAIL APPLIES TO ALTERED CEILING AREAS r)f- MOIRE THAT 12'X12' 4o a eve GENERAL NOTES LEGEND KEY PLAN 600. 1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND 9. CONFIRM WALLS THAT SEPARATE TENANT SPACES RUN UP TO STRUCTURE IF EXI*11 11`6 PARTITION TO BE REMOVED ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR NO WALL EXISTS, PROVIDE WALL ASSEMBLY UP TO STRUCTURE A, REVISION NU: eER STA(41DARD5 OF N5TALLATION OR THE MATERIALS SPECIFIED DO NOT 10, REMOVE AND REPLACE DAMAGED CEILING TILES A$ NEEDED E,,:ST;IA� PARTITION TO REMAIN EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, PLAN REFERENCE NOTE THE LAW OR ORDINANCE SHALL GOVERN. NOTIFY ARCHITECT OF 11. ALL EXISTING INTERIOR SURFACES TO REMAIN SHALL RECEIVE A NEW NEL:,' TENANT STANDARD PARTITION SPECIAL OUTLET FOR CONFLICTS. PAINTED FINISH UNLESS OTHERWISE NOTED. REPAIR AND/OR PATCH FLOOR MOUNTED VOICE/DATA TENANT SUPPLIED Prol(:.cJ Z. PERFORM ALL WOW IN ACCORDANCE MTH ESTABLISHED EXISTING AS REQUIRED FOR NEU'; WALL WITH WALL COVERING INDICATED FINISH. OVERLAY NEW DRYWALL FINISH ELECTRIFIED FURN .)PERE REQUIRED TO CORRECT IREPAIRABLE PLASTER CONDITIONS. TENANT STANDARD RELITE, PROVIDE TEMPERED FLOOR MOUNTED POWER OUTLET PANELS, BUILDING STANDARDS FOR TENANT IMPROVEMENTS. .4u!@. 5, 2002 GLASS IF EDGE 15 WITHIN 24' OF DOOR F.E. SURFACE MOUNTED 3. ALL DIMENVON5 ARE TO FACE OF GYPSUM BOARD 12- VERIFY ALL DIMENSIONS AND CONDITIONS,N01 IFY ARCHITECT OF ANY NEW I-HOUR WALL A55EM UP TO STRUCTURE DUPLEX POWER OUTLET FIRE EXTINGUISHER Date UNLESS OTHERWISE NOTE[) (U.010. DISCREPANCIES. 11IJ-1 QUAD FLEX POWEF� OUTLET THER-105TAT 4. VERIFY LOCATION OF LIGHTING 41�0 �­IVAC PRIOR TO WOW. 13, WHERE P0551BLE REUTILIZE EXISTING INTFRIOR TENANT DOOR AND FRAME TENANT STANDARD DOOR 45SEMBLIES, IF IN ACCEPTABLE CONDITION AS DEFINED BY OWNER'S RE-P. E 5, CENTER ALL NEW WALLS ON FACE Or WALL, tA 10 DOOR REFERENCE NUMBER DENOTES EXISTING JUNCTION BOX Scale — CIENTIFIR OF COLUMN OR WINDOW MULLION [JON 14. NEWWALL CONSTRUCTION (TYPICAL); 21/2* MF:TAL5TUD5a24' 0,C. IUITW5/8, HARDWARE TYPE (SEE SPEC) DOOR TYPE (SEE SPEC) IN DENOTES NEW Greenburq Rd. 4125. 10220 IC L BUP200Z 0034 1 6. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS 0- ALL MECH- AN A TYPE. 'x' G),P5D EA SIDE. SUPPORT WALLS ABOVE CEILING THAT MORE SWITCH AND ELECTRICAL EQUIPMENT. COORDINATE POWER, WATER AND DRAIN THAN 8'--O' LF UNSUPPORTED CONE----ROOM NAME 5 BLANK ELECTRICAL BOX 41 VOICE DATA 1 of I INSTALLATION W1 EQUIPMENT MANIF PRIOR TO BEGINNIN6-i WORK, 15 NOT USED C—ib-9—ROOM NUMBER z 7. MECHANICAL, ELECTRICAL AND FIRE PROTECTIM SYSTEMS ARE THE D DEDICATED CIRCUIT <1 TELEPHONE Z RESPONSIBILITY OF T�IE DESIGN/BUILD SUBCONTRACTORS ARE TO BE _j I DETAIL REFERENCE NUMBER -11TTED UNDER SEPARATE PERMIT. CONTRACTOR TO PROVIDE AND Iro. EXISTING POWER/DATA OUTLET BOXE5 TO BE AF34IND(NEDJUNLLSED SHALL BE 6UEY PROVIDE SOUND ATTENUATION BLANKET IN STUD z (T D11 0_� — INSTALL WALL MOUNTED FIRE EXTINGUISHERS 'iC GOMPL'T WITH e.;ODE CLOSED OF AND THE WALL SURFACE PATCHED AND PAINTED, TYPICAL. SPACE AND 3 FT ON BOTH SIDES OF PARTITION. 8. FILL, GRIND AND LEVEL CONCRETE SLAB 45 R--QUIRE ) 11 PROVIDE ADA COMPLIANT HARDWARF/COMPONANTS AT DOORS I ELEVATION REFERENCE NUMPER 00 (PFR 1-3! D�-; STANDARD) TTIT -- - -- O RECEIVE NEW FLOOR rIN16W(E5) NOTICE- IF THE PRINT OR TYPE ON ANY 11111 Jill jljl�jll 111111111 Jill 11111111111114 IIIIIJIlIIIIIII I I t I f I I i 1 1 1 I 1 I I I I I I I I I IIIIII III III I I I I I I I 1111 III VIIIA f)��y� �j �L� IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE N.36 ORIGINAL. DOCUMENT ILII ILII ILII ILII ILII IIIIIIIII ILII Ilillllll ILII ILII ILII ILII illl'I`JIII11111 III11111111111 ILII ILII II�IIIIII III Jill 11111 111 111 �I It 111 1 IL �LLJ W W :CZn