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GENERAL NOTES CONTRACTOR INFORMATION BUILDING/CGDE INFORMATION _ DRAWING INDEX I OF 0�
1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, OREGON STRUCTURAL SPECIALTY CODE,2007 EDITION
T-0 COVER SHEET
CONFLICTS SHOULD BE BROUGHT 1.0 THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION TYPE: ?�
''� ! CONSTRUCTION. 111-0SPRINKLERED T-1 DEMOLITION PLANNON- �J11 Y�1J V Q
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2. ALL DIMENSIONS FROM CENTER OF WAIL OR GRID UNI ESS OTHERWISE NOTED. BUILDINr HEIGHT: 2 STORIES FLOOR PLAN Z i �5
-,, DEMOLITION REFLECTED CEILING PLAN MAY 17 2006 < Z 'A 'b
S .,►. BUILDINi; OCCUPANCY: g REFLECTED CEILING PLAN Z N Ln 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY ELEVATIONS OUD
7 BASIS. C�`CYO�T� /� q cn
DETAILS bUlODNISION
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TENANT IMPROVEMENT SQUARE FOOTAGE
` ---...._��-'• ❑ + 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES : 70 U.S.F.
—
_ (". AND WASH THE INSIDE OF ALL WINDOWS 50 THAT THE. SPACE IS READY FOR OCCUPANCY FOR
_.T IMPROVEMENT:
OCCUPANT LOAD FOR TENANT 1 � ^�
Ih I L. TENANT. V) C14 �+
5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR,EQUIPMENT AND MATERIALS PROVIDED
UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR, UPON COMPLETION OF CONTRACT. `;
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GENERAL NOTES CODE INFORMATION
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IMPLEMENTATION. SHALL BE SUBMITTED TO AND APPROVED B C 1 ECT PIUI�R TO 1• ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH Tl1E OREGON STRUCTURAL DEFERRED SUBMITTALS .� ?
SPECIALTY CODE 2007 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT
-7717. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT APPLY.
PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK ELECTRICAL Q W
,� f f tiff 2. MAINTAIN 100% COVERAGE FROM EXISTING SMOKE &FIRE ALARM SYSTEM PER FMO.
B. ANY ADDITIONAL DRAWINGS AND SPECII"IC:ATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY FIRE ALARM `^
� .� THE CONTRACTOR. 3. ALL EMERGENCY LIGHTING, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND ALL
OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDINC AND LIFE SAFETY CODES. PLUMBING H
9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED 3 v�
AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL FIRE HVAC Z = vs 2
GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE VIx N
SCHEDULES ARE MET AND THAT ALL WORK!S DONE IN CONFORMANCE TO MANUFACTURER'S FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVt1 OF 75 FEET.
REQUIREMENTS.
i. , '1;, , ,'•' r 5. PROVIDE A SIGN READING "THIS DOOR SHALL. REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" PROJECT TEAM b
k 10. ALL MECHANICAL AIJD ELECTRICAL TO BE DESIGN-BUILD, CONTRACTOR TO PROVIDE ALL AS DESIGNATED OR REQUIRED BY CODF.OR BUILDING OFFICIALS.
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DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND BUILDING ADDRESS: 7360 SW HUNZIKER RD.
PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING TK,ARD,OR 97223
k e CONSTRUCTION. CODE AND THE INTERNATIONAL SIRE CODE.
% r, 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL OWNER/LANDLORD: ROBINSON CONSTRUCTION
MATCHING BUILDING STANDARD TILES, SPECIALTY CODE 2007 EDITION,SECTIONS 1006 AND 1011 21360 NW ALDERWOOD DR.
;� HILLSBORO,OR 97124
12. PARTITIONS, DOORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING PHONE: (503)6454531
/1[**\VICINI_fY MAP REUSABLE MATERIALS TO BE RETURNED TO BUILDINr,STOCK. WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND WALLS REQUIRING PROTECTED CONTACT: ERIC ARRITOLIA(503)209-8555
OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 FAX: (503)645-5357
SCAU;Mn 13. REMOVE ALL POWER SIGNAL,SWITCHING AND OTHER CONTROL ITEMS FROM WALLS TO BE OF THE OREGON STRUCTURAL SPECIALTY CODE 2007 EDITION.
DEMOLISHED. ARCHITECT: ANKROM MOISAN ASSOCIATED
ARCHITECTS
14. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS. 6720 SW MACADAM,SUITE 100
PORTLAND,OR 97219
15. ALL NEW WALL OUTLETS TO BE AT 1:,"A.F.F. UNLESS NOTED OTHERWISE. CONTACT:MONIKA ARAUJO
PHONE: (503)245-7100
16. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF FAX: (503)245-7710
ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE
DESIGN AND INSTALLATION. W
_ AREA OF WORK
7340 (— 0 7360 BLDG 17. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. ADA U PG RADE S f--
I 18. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. TOTAL COST OF ADA COMPLIANT I!;vISEX RESTROOM: $17,300.00 z
REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO
ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. NOTE: ADA UPGRADES TO BE APPLIED AS CkEDIT TO BE USED BY FUTURE TENANT uj
It IMPROVEMENTS AT ALL BUILDINGS AT 11ILLTOP BUSINESS CENTER. U
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PROJECT
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KEY MAP — 7360 BUILDING — FIRST Escmfi:
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-6 FLOOR PLAN SYMBOLS '� Ater
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LO _ WALL OR ITEM TO BE REMOVED •
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7360 - FIRST FLOOR 7360 - FIRST 73 60 - FIRST FLOOR 7360 - FIRST FLOOR 5'-0• DIAMETER CIRCLE-ADA CLEARANCE Z
rl,**N DEMOLITION PLAN FLOOR PLAN DEMOLITION RCP REFLECTED CLG PLAN �
2 3 30"X 48` BOX-ADA CLEARANCE AT SINKS AND URINALS W -t++
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1 59" X 60" BOX-ADA CLEARANCE AT ADA TOILET STALL I-
DEMOLITION GENERAL NOTES FLOOR PLAN GENERAL NOTES DEMO RCP KEY NOTES REFLECTED CEILING NOTESL jz _ az
1. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL 1. ALL PARTITIONS TO BE INSULATED TYPE "C" UNLESS NOTED OTHERWISE- 20 DEMO EXISTING CLG GRID dr FIXTURES AT NEW RESTROOM LOCATION. 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS ti
ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A REFER TO SHEET T-1 FOR WALL DETAILS. SALVAGE FIXTURES FOR POSSIBLE rUTURE REUSE. UNLESS NOTED OTHERWISE. REFLECTED CEILING SYMBOLS <
STRUCTURAL ENGINEER
2. ALL WORK AND MATERIAI.S TO CONFORM TO BUILDING STANDARDS 2. REPLACE CHIPPED, POORLY CU I OR DAMAGED CEILING TILES. L7 r
2. CARE HAS BEEN TAICcry Tv rORESFE ALL PERTINENT CONSTRUCTION UNLESS NOTED OTHERWISE. EXISTING 2 x 4 LAY-IN FIXTURE
CONDITIONS. HOWEVER, FIELD CONDITIONS'AAY OCCUR WHICH WILL 3. DOWN LIGHTS TO BE CENTERED IN ACLUSTICA!.TILL:, UNLESS NOTED
CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL 3. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ HARDWARE NOTES OTHERWISE.
CONTRACTOR OR THEIR SUBCONTRACTOR TO ALtRT THE ARCHITECt OF DRAWINGS AT COMPLETION OF CONSTRUCTION.
REMOVED FIXTURE
@ ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK 4. SWITCH LIGHT FIXTURES AS REQUIRED. \
FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION BEING RE)ECIED BY 4. ALL NEW WALLS TO HAVE BUILDING STANDARD WALL FINISH AND/OR 1. ALL HARDWARE IS ADA COMPLIANT. Q (N) RECESSED DOWNLIGHT
TENANT OR ARCHITECT, MATCH TO EXISTING. 5. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/
2. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF APPLICABLE. DRAWING AT COMPLETION OF CONSTRUCTION. (N)WALL-MOUNTED FIXTURE
3. DISMANTLE AND REMOVE All ITEMS AND CONSTRUCTION WHICH ARE NOT FLOOR PLAN_ _KEY NOTES z
TO BE INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. 3. HARDWARE AT RESTROOM DOOR TO HAVE "OCCUPIED" INDICATOR HVAC RETURN-SHOWN FOR REFERENCE ONLY
4. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND ® HVAC SUPPLY-SHOWN FOR REFERENCE ONLY
PLUMBING FEEDS.WHERE ALL ABANDONED UTILITY FEEDS TO BE 10 RESTROOM O MATCH BUILDING STSEE ELEVATION 5 ON SHEET T-1 FORAND RDS.STROOM ELEVATIONS. FINISHES AT REFLECTED CEILING KEY NOTES
REMOVED BACK TO THE.SOURCEURCE O OF ORIGINATION.
SMOKE DETECTOR-SHOWN FOR REFERENCE ONLY
S. REMOVE ALL ELECTRICAL CIRCUITS NOT ATTACHED TO FUNCTIONING -- 30 INSTALL NEW GYP. BD.CEILING AT 8'-0"A.F.F.
EQUIPMENT THAT IS TO REMAIN. REMOVE THEM BACK TO PANELS.ALSO DOOR SCHEDULE _
REMOVE CONDUITS WHERE POSSIBLE. .� ABBREVIATIONS
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6. CARE TO 8E TAKEN DURING WALL DEMOIt t'tON WHERE NEW WALL DOOR FRAME FIRE RTG NOTES EXISTING FOW FACE OF WALL
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CONSTRUCTION IS PROPOSED TO INTERSECT OR JOIN EXISTING OR NO. SIZE
TYPE MAT. FIN. MAT. FIN.
ADJACENT OCINSTRUCTtON. N NEW GYP BD GYPSUM BOARD
110 3'-0"x 7'-0"
7. THE PREMISES AND THE)OB SITE SHALL BE MAINTAINED IN A REASONABLY A WD ST MTL CLR 20 MIN BUILDING STANDARD DOOR V'ITH"OCCUPIED"INDICATOR R REMOVED CLG CEILING
---
NEAT AND ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS NTYPE DOOR
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OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION �- RL RELOCATED A.F.F. ABOVE FINISH FLOOR W
PERIOD. REMOVE CRATES,CARTONS,AND OTHER FLM MABLE WASTE _
MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH +44" MOUNTING HEIGHT 'SLR CLEAR
WORIONG DAY, PIPE AND DUCT SHAFTS,CHASES,FURRED SPACES,AND 8"MIN WALL AFF.TO i
SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE SCONCE
PLASTER, MORTAR DRIPPWGS, EXTRANEOUS CONSTRUCTION MATERIAL, D DEDICATED
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RT,AND DUST. / MIRROR ---J V J
8. CONDUCT DEMOLITION O AM
AVOID DAMAGE O EXISTING BUILDING SHELL / PTD W
STRUCTURE.CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL // 3n-0. 17" 3'-0" , M
STRUCTURE APPEARS TO BE IN DANGER / ,-- I `w Q N
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9. THE CONTR.ICTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION Of 2,-y. .0 U �►`-j 5.'MAX,, N
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THE LIMITS UNDER WHICH THEY TREAT WALLS WHICH ARE TO REMAIN. --
WHETHER TO DEMOLISH AN ENTIRE WALL TO BE REUSED OR TO PROVIDE SANITARY NAPKIN) INSU(ATE HOT -� --- LLLj Z
T.P.D. 1 WATER SUPPLY -��� 6"COVE BASE '� �C
SELECTIVE DEMOLITION. RECEPTACLE-INSTALL O
\ OPENING BTW 15" ;� _ °P r &WASTE LINES
\ AND 48"A.F.F. Z "' m " �' c -Z q
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DEMOLITION PLAN KEY NOTES w . - Z) w. 0
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OEMO OPENING FOR NEW 3'-0'X 7'-0"BUILDING STANDARD RESTROOM A _ � - -WITH PRIVACY LOCK/OCCUPIED INDICATOR -- 1 _5 C TOE L . KNE LR Q Lj.l
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5 INTERIOR ELEVATIONS AT RESTROOM IN 7360 BUILDING N � °
T-� 3/8" P. 1'-0"
MARK DATE DESCRIPTIO'
METAL STUD TABLE-MAX WALL HEIGHT U240 -
\ \ STUD SITE GAGE STUD DESIGNATION SPACING MAX WAIL HEIGHT
\
COMPOSM SECTION NOW'OMPOSI E SECTION _-SECURE TO HANDLE APPLIED LOADS " 362 S 125-18 16^ 14'-4" 112'-6"
\\ \ I SEE SCHEDULES FOR APPOVED 3 5/824" 13'-5" 1101-10"
\ ATTACHMENT DEVICES.COORD. LATERAL WALL BRACE 20 362 S 125-33 1 16" 16'-5" 15-6
\ WITH AH)FOR SPECIFIC RIPMENTS. ABOVE CEILING, `� 24" 14'-9" 113'-6"
UNDERSIDE OF STRUCTL.Ihc ALTERNATE 6" 25 600 S 125-18 16" 19'-9" - _-
z DIRECTIONS TO
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33 16" 24'-6" :23'-11"
LATERAL WALL BRACING 6 FEET O.C., STRUCTURE PER ASCE 20 600 5 525- 24" 21'_7" :2U'-10" -
ALTERNATE DIRECTIONS PER WALL 7-05 SECTION 13.5.8.1 _ J-
LITERAL BRACING DETAIL 7 VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA)TABLES
1 FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN INTERIOR
2" APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF U240.
z EXISTING ACOUSTIC CEILING PANEL 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM _DATE: 5-27-08
2 INCH CLOSURE ANGLE
BOARD ON BOTH SIDES W/*6 SCREWS AT 12 INCHES O.C. MAX. J08: %6630.1.5
A,A" - -
2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING FILE: CD
L4 BLOCKINGSOUND BATT OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES. DRAWN: MA
CEILING WIRE ATTACHEMENT
< GYPSUM BOARD 40.0 CHECKED: JS
oc Q CONSTRUCTION TYPE FASTENER
-• METAL STUDS,SEE MTL.STUD ----
O SCHEDULE FOR GAGE,SPACING,ANDWOOD _ 1/4"X 3`SCREW EYES _
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2 HEIGHT 8 ,A"N"` STEEL.DECK PRE-DROP WIRES,CMI DC1 OR DC 2 1/4" ASSOCIATED ARCHITECTS 2008
METAL DECK SCREW EYES.
�uS POST TENSION PRE-DROP WIRES,EMBEDS, 1/4"X 3/4" METAL
CONCRETE HIT ANCHORS _ DEMOLITION,
a SECURE TO HANDLE APPLIED LOADS POURED IN PLACE PRE-DROP VviRES,EMBEr;J�, 1/4"X 3/4" METAL
CONCRETE HIT ANCHORS
FLOOR PLAN,
„`Z PARTITIONS
0 U NOTE: POWDER DRIVEN SHOT IN ANCHORS .ALLOWED AS ACCEPTABLE ATTACHMENT DEVICES DEMO RCP
a t2 �r- LATERAL WALL BRACING: IN LIEU OF SHALL HAVE ICC-ES APPROVAL FOR SEISMIC APPLICATION AND SHALL REQUIRE "SPECIAL
z BRACING ABOVE CEILING PROVIDE INSPECTION". EXPANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA AND RCP
ADJACENT WALL FRAMING FOR LATERAL "AC193";SCFFW ANCHORS MUST COMPLY WITH ACCEPTANCE CRITERIA ACI 06, EXPIRES APRIL_
SUPPORT OF WALL. 30, 2008,AFTER THAT DATE COMPLY WITH ICC-ES ACI 93;AND ADHESIVE ANCHORS MUST
�Z a WALL TYPE "C„ COMPLY WITH AC58, EXPIRES APRIL 30, 2008,AFTER THAT DATE ICC-ES AC308. THIS TABLE IS �`
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:j PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES;FOR OTHER STATES VERIFY WITH AHJ.
o� 6 PARTITION WALL THRU GRID 7 WALL LATERAL BRACING s SCHEDULES" , " T-
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PERMIT SET 5-27-08
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