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10300 SW GREENBURG ROAD STE 190-1 t i _ _ 4 GENERAL NOTES _ -� ---- -- -- - -- - - -- ---- t GENERAL CEILING NOTES ■ - ■ - . I. PROVIDE SATIN FINISH LATEX PAINT ON ALL TENANT ■ _ 7-1 ■ C� ■ �_� ■ �_� �� -- WALLS. COLOR AS SELECTED BY TENANT/OUNERS If I. FIELD VE-RIFY CONDITIONS DEPICTED AS EXISTING. REPREaENTATIVE. ® NOTIFY ARCHITECT OF ANY DISCREPANCIES. 9 � 2. PROVIDE BUILDING STANDARD CARPET Tu � � � � �� � � � 2. PROVIDE BUILDING STANDARD Llc'sHT FIXTURES OFFICE OFFICE REPLACE EXISTING CARPET AREAS. ' � 3 AND EXIT SIGNAGE AS NECESSARY. ( 102 10�� 3. TENANT SUPPLIED FURNITURE SHOWN DASHED FOR � TOJUST CEILING GOORDINATELWICiTNTNl:W WALL PLACEMENT(S).S AS -- REFERENCE ONLY. i -.-_- - _ ! 4. ADJUST CEILING HVAC GRILLS AS NECESSARY TO - !©4•,1 � ■ � � � � � COORDINATE WITH NEW WALL PLACEMENT(S) AND TL_-K_���, / t PLAN REFERENCE NOTES X 9 /f FOR THE CONFORMANCE WITH THE HVAC C4 R IllORK' DESIGN-BUILD CONTRACTOR i� ROOM; 7 IN PROVIDE NEW DEMISING WALL. 5. ADJUST I_OCATION5 nF EXIT SIGNAGE AND/OR ADD 104 - D f3Y THE CITY OF - - PROVIDE NEW TENANT STANDARD INTERIOR DOOR, NEW SIGNAGE AS REQUIRE o 4'- Ii -6' 8'-4' FRAME AND HARDWARE. TIGARD FIRE MARSHAL. rn CORRIDOR - - - ��� 100 l�/101 _ 3O PROVIDE NEW TENANT STANDARD ENTRY DOOR, - o FRAME AND HARDWARE ALONG WITH MATCHING -_ i FLOOR TO CEILING RELITE ADJACENT. - J/Ax aOPEN -+OFFICE / w `_ `�' �� I �_ _. , ice, Z 0 ^^\\ r..- -I� 1 _ f\ L-=.J� ---- -.r ... .�,,,,I z C� � vn -- O m o 0 zLj W wo 0 LLJ F- , Z � p � 22 FLOOR PLAN 10 REFLECTED CEILING PLAN ♦W, `� z r i/8 =1 -0 aee0l.d�� U O � 0 • � g 9 I/8 ' =I'-0' BaeemLDU1Cs � � Z M oo , U) O z i CL 0 VIDE BUILDING STANDARD BASE AND a, UPPER CABINETS. �c- . . o --- - -- , GENERAL DEMO NOTES w II a II II II II I. DEMOLISH ITEM5/COMPONENTS SHOWN WITH DA8NED LINES. COORDINATE DEMOLITION WITH MFG.: USG -- It II II II Ip iI NEW CONSTRUCTION PLAN. CONNECTION DEVICES MODEL: DON.N DX I i i i DUTY: MAN TEE - HEAVY DUTY II II II II k ii APPROVED P� CROSS TEE - HEAVY DUTY' 1 MAX. DESIGN FIXTURE WEIGHT . . . . . . . . . 15 LB5. k • oil ' III iI�``� III'` `� AND NAVE LIT ACTUAL MAX. FIXTURE WEIGHT . . . . . . . . . SEPERATELY SUPPORTED II ' IIII ' 111 I1� IIS \ 11� CAPABILITY -_--^-_-__ i i a CONNECTOR AT TOP OF WIRE . . . , . . . . . 3/16' SHOT ANCHOR W/ II%' EMBEDMENT Ir---tee■:®�� --------ii-� �' I� kz-- �:��____-____��_�� t=_________�� �z••s SEISMIC STRUT: . . . . . . . . . . . . . . . . . . 3/4' CONDUIT W/ P051TIVE CONNECTION TO GRID CABINET ELEVATION l i I I VERTICAL STRUT —� Ja II A.� 12'-0, O.C. BUILDING STRUCTURE 1/4' =1'-0' GBD EACH WAY - COUNTERSLOPE HANGERS =======.='.j�. r 11 ^'�� c_--_- IF MORE THAN r.6 OUT OF ARCHITECTS I� F