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GENERAL NOTES - CONTRACTOR INFORMATION _GENERAL. NOTES - CODE INFORMATION DRAWING INDEX < Z
Q 1. CONTRACTOR TO VERIFY All. DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE INTERNATIONAL BUILDING T-0 COVER SHEET V J g o
Toy "" .V.r CONFLICTS SHOULD BE BROUGHT TO THE ATIE14TION OF THE ARCHITECT BEFORE CODE 2003 EDIIION AS AMENDED BY THE STATE OF OREGON 2004 EDITION AND All OTHER STATE '�" CL W
0 19w CONSTRUCTION.� i CONSTRUCTION. AND LOCAL CODE REQUIREMENTS THAT APPLY. T-1 EGRESS PLAN C &
% 2. ALL DIMENSIONS FROM CENTER Of WALL OR GRID UNLESS OTHERWISE NOTED. 2. MAINTAIN 100% COVE""GE FROM EXISTING FIRE SPRINKLER AICD SMOKE & FIRE ALARM SYSTEM PER T-2 FLOOR PLAN & REFLECTED CEILING PLAN . -
f FMO. W O Z
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3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DIFORIS ON A DAILY T-3 DETAILS I S r
A BASIS, 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES � �
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ow let AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY
- r 4. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES CODES. Z a rt
! AND WASH THE INSIDE OF ALL WINDOWS SO THAI I HE SPACE IS READY FOR OCCUPANCY FOR -- N
..... TENANT. 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE p O
Y EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE W O ,n
5. THE CONTRACTOR SHAI I WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL Of 75 f FET. � w x j
`z I.INDER THIS CONTRACT FOR A PERI�IC,OF ONE (1) YEAR, LIPON COMPLETION CH t ONTRACT. AA 010 � t <
Ll i ! SIGN REAOING "THIS DOOR SHALL REMAIN UNLOCKED WHEN 11UILDING IS OCCUPIED" SUBMITTALS
ITTALS - _)
�� � 19 •., 5. PROVIDERS DEFERRED SUB � -
6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. v v) c
1 IMPLtMENTAT(ON. LLECTRICAL F p f
µ 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INIERNAIIONAL BUILDING z _ < ^ s
' 7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMI TTED TO AND APPROVED BY THE ARCHITECT CODE,AND THE INTERNATIONAL FIRE CODE. HVAC U Den
PRIOR TO CONSTRUCT ION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK 1]C er
7. EXIT SIGNS AND ILLUMINATION SHAH_ BE IN ACCORDANCE WITH INTERNATIONAL BUILDING SPRINKLER
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`•--------- � + 8. ANY ADDITIONAL DRAWINC:S AND SPECIFICATIONS REQUIRED FOR PERMITS 1.0 BE SUPPLIED BY CODE, SECTIONS 1006 AND 1011 � rn
x aw Tfmo C~ Of THE CONTRACTOR. O
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w 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES Of BEARING V)
9. All WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHAI.L BE SUPPLIED WAILS ARE REQUIRED TO I IAVE A FIRE-RESISTIVF RATING AND WAI LS REQUIRING PROTFCTEL Z
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AND INSTALLED BY"i HE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE OPENINGS SHOUT D BE PROTECTED WITH T HROUGH PENE1 RATION FIRE STOPS PER SECTION 716 ^ 0
ow LIM I ; GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL OF IHE• INTERNATIIONAL BUILDING,CODE. %0 a
I ,d Moq � SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S
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,.,. ..�.._ ...._w.....,,.� REQUIREMENTS. BUILDING/CODE INFORMATION
10. ALL MECHANICAL AND ELECTRICAL TO BE DFSIGN-BUILD. CONTRACTOR TO PROVIDE ALL INTERNATIONAL BUILDING CODE 200! EDITION
- ► DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND AMENDED BY THE STATE OF OREGON 2004 EDITION
PERMITS. PROVIDE THE ARCHITECI'WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO
��` CONSTRUC110N• tiONSTRUCTION TYPE: FULLY SPRINKLERof* 1
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�` 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH BUILDING HEIGHT: 3 STORY
f � I MATCHING BUILDING SThNDARD TILES.
LIN / % BUILDING OCCUPANCY: B
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4 Ct 12. PARTITIONS, DOORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED.
129A. 1 _. � REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK.
TENANT IMPROVEMENT SQUARE Fo)UTAGL-: 1,455 S.F.
13. REMOVE AI I POWFR SIGNAL, SWITCHING AND OTHER CONTROL_ ITEMS FROM WALLS 10 BE
I/TNNVICINITY MAP DEMOLISHED. OCCUPANT LOAD FOR TENANT IMPROVEMENT: 25
x,vt rva, 14. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS.
15. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F. UNLESS NOTED OTf IERWISE. o U')
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16. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF U
ELECTRICAL AND VOICEIDATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE.
DESIGN AND INSTALLATION. II w
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17. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. O (f)
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18. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. U
REFER TO 1HE FINISH SCHEDULE FOR ALI_ FINISH MATERIALS. SUBMIT PAINT DRAW-DOWNS TO PROJECT TEAM W 7._
ARCHITECT FOR APPROVAL PRIOR 10 APPLICATION. f-- Q
BUILDING ADDRESS: TIME SQUARE i --
6975 SW SANDBERG
PORTLAND, OR. 97223 rn
-`- - - - OANER/I.ANDLORD: AMERICAN PROPERTY MANAGFMI:NT CORP. U (y
2154 NE BROADWAY
PORTLAND,OR 97211 < W Q) W
CONTAC I: MARCO RFIS >
PHONE: (503) 281-7779 Dw
ST TT�'�, �oo � FAX: (503) 460-2616 iZ-J O
V i ARCHITECT: ANKROM MOISAN c < ^^ W
30579 USF ASSOCIATED ARCIIITECTS Z T
6710 SW MACADAM, SUITE 100
PORTLAND, OR 97219 J
CONTACT:JILL SABIN
PHONE: (503) 245.7100
f AX: (503) 24 5-77 10 O
TENANT: COMPREHENSIVE INSURANCE SERVICES,LLC CL
Ato _y 6975 SW 5ANDBURG ROAD,SUITE
TIGARU, OR.97223 -
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1. COMMON PAIN OF EGRESS TRAVEL I.ECTTO 1013.3 EXCEPTION 1 J
THE LENGTH OF A COMMON PATH OL EGRESS TRAVEL IN OCCUPANCY o I Z. a
GROUPS B, F,AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED THAT3
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THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKL ,-
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SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 403.3.1.1 \ tZ W
COMPLIANCE: MAXIMUM PATH OF EGRESS
TRAVEL- 60 FEET 0
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EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUMuj
LENGTH OF EXIT ACCESS TRAVEL,MEASURED FROM THE MOST REMOTE
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POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL ~ togItPOINTd It
AND UNOBSTRUCTED PATH Of EGRSSS TRAVEL, SHALL NOT EXCEED ? I
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COMPLIANCE:MAXIMUM TRAVEL DISTANCE - 110 FEET w
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TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE `
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PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, / --'—'- Lj-
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COMPLIANCE: EXIT DOORS REQUIRED- 1 OUAWITY , (�- w 5
COMPLIANCE:EXIT DOORS PROVIDED-- 2 QUANTITY
° 4.TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1014.2.1, EXCEPTION 2)
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WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,
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THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS O
DOORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE
!MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. \ / — �_ P
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COMPLIANCE:iAAXIMUM SEPARATION PROVIDED- N/A r r'
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1 i PATH Of EGRESS ILLUMINATION -MEANS OF EGRESS ILLUMINATION SHALL Nl,T BE LESS ROOM 1 1�
r4, THAN 1 FOOT-CANDLE 0 1 LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE 110 1 15 B 1 15 B 1 100 B 1 l W B l0U B N (/')
. , MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES
Kit FLECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE, THE EMERGENCY POWER
r s SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS 1 HEAN 90 MINUTES ANS
' SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON SITE GENERATOR. \' WORK AREA I IALL S, /OPEN LLJ LLJ
THE INSTALLATION O( THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH \.� 204 20�1 I � '
2004 O.S.S.C. SECTION 2702, PER 2C:4 O.S.S.C. SECTION 1006.3 J V i L_I
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1 100 B 1 100 8 �1 100 B 1 -loo B
EX11 SIGN 1=1 9 NEIN NEW NEWNEW uj
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NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING \\ 208L`0� �-1 205 2
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DATE- 09.21.06
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GENERAL FLOOR PLAN NOTES FLOOR PLAN SYMBOLS GENERAL RCP' NOT_ - - _
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1. ALL PARTITIONS TO BE INSULATED WALL TYPE"B"UNLESS NO1TD OTHERWISE _ ___.__ 1. EXISTING SUSPENDED CEILING SYSTEM TO REMAIE' CD
EXISTING WALL TO REMAIN C:�ll
EXISTING 2 x 4 LAY-IN FIXTURE TO REMAIN
2. ALL WORK AND MATERIALS TO CONFORM TO 9UILDING STANDARDS UNLESS 2., REPLACE CHIPPED OR DAMAGED CEILING TILES WITH NEW BUILDING STANDARD O4 u
NOIED GTHERWISE. _ -_ WALL OR ITEM TO BE REFv10VEU TILES. DO NOT REPAIR MORE THAN 5U% OF'f HE TILE. NIGHT LIGHT/EMERGENCY CIRCUIT N
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3. PROV!DE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS 4 �/'�� NEW/RELOCATED 2 x 4 LAY-IN FIXTURE ~
AT COMPLETION OF CONSTRUCTION. NEW INSl1l ATED PARTITION WALL T_ �,"+- � �
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4. All NEW WALLS TO HAVE SMOOTH WAIL FINISH- NO TEXTURE. Z _ '�.• - I CV
5. EXISTING VOICE AND DATA LINES TO REMAIN.
GLASS RELITE EXIT LIGHT AC WITH BATTERY BACK-UP V r� Z
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PLAN KEYNOTES
KEYNOTE ♦ SHOWN FOR REFERENCE_ONLYuj
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1 DEMO OPENING FOR NEW BUILDING STANDARD DOOR AND 1/2"TEMPERED ( NEW DUPL.EXALECTRICAL RECEPTACLE SHOWN FOR REFERENCE ONLY l Z W
GLASS RELITE. Iuj Q OC
WITH 112" BUILDING NEW WALL VOICFll3A11�OUTLET-OWNER TO - EXISTING HVAC RETURN REGISTRY
2 NEW/RELOCATED 3'X7' BUILDING STANDARD DOOR W G I SHOWN FOR REFERENCE ONLY
STANDARD RELITE. PROVIDE MUDRING & PLLLSTRING.
0 RFMOVF EXISTING DOOR AND REPLACE WITH BUILDING STANDARD RELITE.(NO ABBREVIATIONS 00
WIRE
WIRE GLASS)
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OINSTALL NEW ADA COMPLIANT BREAK RCXJM SINK E'.ABINIT.BUII DING N NEW
STANDARD SINK AND FAUCET. PROVIDE 6'-0" OF BASE AND ZIPPER CABINETS.
MARK DATE
PLASTIC LAMINATE IST CHOICE, D321.60 BRITTANY BLUE. 2ND CHOICE, D25-60 R RELOCATEL'
ATLANTIS. CABINET HEIGHT NOT TO EXCEED 34',AND TO BE FULLY ADA +44" MOUNTING HEIGHT
COMPLIANT. A.F.F.TO < - -
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HARDWARE NOTES ---
1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR STATING: 'THIS DOOR TO
REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED" -- --
2. EXIT ODORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,SPECIAL -- _-
KNOWLEDGE OR FORCE.
3. ALL IIARDWARE 15 ADA COMPLIANT. ---.... --- -
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4. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF APPLICABLE. DATE: o9.2I.o6
—i 063726
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FINISH NOTES
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sIa OELGNA710N C0641a6FR NONCOMlORIE RUNNER LIGHT 'ATERAL WALL BRACE
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EXISTING ALUMINUM WINDOW 20 362 5 123-33 16• 20'-0• 19141• STRUCTURE
SYSTEM 24' 181-61 171.1• COMPRESSION POST AT
6' 25 600 S 12518 16" 191-91 \ 2 FEET O.C.EACH WAY.
STEEL STUDS O 24'0.C.W/ GYP.BD. 24• 16'-9'
EA.SIDE. 20 600512533 16' 30'-10' 30'•14 / L/)
14' 27'-2• 26'•3 W/ U�- FIN.SILL BELOW- -0°
NOTE: ALL SILLS TO BE INSTALLED
BEFORE INTERIOR WALLS. DO NOT VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' 6, w
CLT SILLS FOR MULLION CLLSUIO ASSOCIATION ISSMAI TABLES FOR NON-STRUCTURAL •.AIL W
—1 ORWALL INTERSECTIONS. COMPOSITE SECTION IN INTERIOR APPLICATIONS IS PSFI WITH dI^ O J1
DEFLECTION LIMIT OF W1120. HANGER WIRE AT 45° �� 01 W
FEFULL HT.STEEL STUD O FACE OF FOUR WAYS N u
-' EXISTING SILL STUD. 1• VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 MAIN RUNNER 1 W 7
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TI}- 050"ANODIZED ALUMINUM TO HANGING WIRE MIN.FOUR ^ t/') 1714
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TO WINDOW. IS ON ONE SIDE.PROVIDE BLOCKING OR CORNERS NOT CONTAINING CROSS RUNNER _
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NON-COMPOSITE SECTION VALUES. TY%CAL BRACING CONNECTION W W
NEOPRENE GASKET WITHLATERAL WALL BRACING:IN LIEU OF m i7✓
---�— ACOUSTICAL SEALANT U.SIDE. NOS. BRACING ABOVE CEILING PROVIDE
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