Plans I
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\." BUILDING LOCATION
THE MANAGEMENT GROUP ft
TO PORTLAND - CARMAN RD.
EXIT 6291
PROJECT NARRATIVE •
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F PROJECT #04340
` - � � � ow _ PROJECT CONSISTS OF REMODEL WORK TO 1, 481 SF OF OFFICE. WORK SHALL INCLUDE
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BUT NOT BE LIMITED TO DRYWALUMETAL STUDS, SUSPENDED CEILINGS, DOORS/FRAMES
AND PAINTING. ALL WORK TO MEET ADA REQUIREMENTS. +� — , � /j m
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$ X111,1 I J r I or %V � F E" a
WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT ill _ [ [ E . � \ � • U--0 *Pa Q XX _ -- -
FIRE PROTECTION SPRINKLERING ri I [ 1 I 1 =I�•�""•" V p" N a
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HEATING, VENTILATION & AIR CONDITIONING WORK f r — ._ O en t, A 10
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ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE 1 LOCATION MAP /, A ri ^ r ti
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DRAWING INDEX SCALE 1 " = _ 600 , �, r M M
CITY OF TIG�IRD O ascy 3Fyps Z 0 E .,, 0 0
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A -1 GENERAL INFORMATION, FINISHES, NOTES & LEGEND mditIonallyA proved r �T Type 4frot a . a a w a
A -2 FLOOR PLAN /DOOR SCHEDULE For only the work as described in: Ratled4arla�-- q .,4
A -3 CEILING PLAN /FINISH SCHEDULE HERMIT NO.
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Energy Cm*. #
See Letter to: Follow Li4 Ibfl A-4 DETAILS & INTERIOR/CABINET ELEVATIONS Attac Job Address:. s,3 ' O .S Cv sCQI/ piA S C1 0 !D
BY: &Ab ' hi-A( -0c Date: -Z..-4._ AREA OF WORK r
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1041/ sT WO E' c4 eN 8
BUILDING INFORMATION c $ ■
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BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. - I x
15350 SW SEQUOIA PKWY #300 u I I I ' I L � w A4 N
PORTLAND, ORE 97224 $ I I �� f , 1 ' ¢
(503) 624-6300 (PHONE) . . _ _ II _ _ I�
$ __ ,H I '
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(503) 624 -7755 (FAX) I I
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BLDG. #: PCC BLDG. #17 cc241 O
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CONST. TYPE.: TYPE II/ONE HOUR SPRINKLED 1 I I I a 0 n O
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TENANT INFORMATION o $ - 1 __ I I _ ____; REVISION
TENANT: THE MANAGEMENT GROUP - _ - _ _ —� -- I
OCCUPANCY: B Q FFICE COPY
FLOOR AREA: 1,481 SF OFFICE
DATE: 7 /14/04
' • 2 BUILDING PLAN z� PERMIT/BID SET
A -1 SCALE 1" = 40' A_
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01 GENERAL DATA 09 FINISHES `
1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING GENERAL .
CODE. AS AMENDED BY THE STATE OF OREGON AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT 1. ALL GYPSUM BOARD TO BE A MINIMUM OF 5/8" THICK VERTICALLY ATTACHED TO METAL STUDS 24" O.C. WITH 1°
APPLY. TYPE S -12 SCREWS 12" O.C. UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND 2 FINISH COATS WITH SANDING BETWEEN FINISH
BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED.
3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 3. ALL OTHER GYPSUM BOARD TO RECEIVE ON TAPE COAT AND 1 FINISH COAT WITH SANDING AFTER FINISH COAT.
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED PAINT AS INDICATED.
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE, AND NO FURTHER COMPENSATION SHALL BE DUE THE PROJECT #04340
CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 4. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS MULLIONS OR GLAZING.
4. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 5. ACOUSTICAL CEILING SYSTEMS: SUSPENSION SYSTEM TO BE EXPOSED METAL T -BAR, PRE FINISHED WHITE, TO
COMPLY WITH U. S. O. STANDARDS. INSTALL LATERAL BRACING PER CODE. N
5. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. Q
6. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING WALL CONSTRUCTION MATERIALS o c a
DOCK ACCESS AREAS. FLOORS TO BE SWEPT OR VACUUMED DAILY. 1. PROVIDE STUDS, TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE en
INSTALLATION. E.-1
7. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS (I.E. NAILS, SCREWS) AT ALL TIMES. cj p `'
2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL
8. ALL DIMENSIONS ARE TO FACE OF SHEET ROCK UNLESS OTHERWISE NOTED. PROPERTIES ARE NOT INDICATED, THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LOADS. DESIGN x d. .
FRAMING IN ACCORDANCE WITH AISI SG -673. a N . ii .
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9. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF ALL STRUCTURAL, MECHANICAL, W
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ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 3. COLD- FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A (33000 PSI) Ey 0 M t--
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10. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY BY THE OWNER. „,a .. . 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S. GYPSUM, GEORGIA PACIFIC, NATIONAL GYPSUM OR AN
11. PROVIDE RECORD DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. RECORD DRAWINGS MAY APPROVED EQUAL. A
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BE IN THE FORM OF TWO MARKED -UP COPIES OF CONSTRUCTION DOCUMENTS. DELIVER RECORD DRAWINGS TO THE BE
ARCHITECT. 5. STANDARD GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED EDGES CONFORMING TO ASTM C-36. Z O O
12. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE, FUNCTIONING 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED EDGES. CONFORMING TO ASTM C -630. C Q x k
PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO FULFILL THAT a , --1 a a w a
INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON 7. CEMENT BACKER BOARD SHALL BE "A" THICK WITH SQUARE, REINFORCED, SMOOTH EDGES. PROVIDE DUROCK
THE DRAWINGS. BRAND CEMENT BOARD OR APPROVED EQUAL.
13. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY THE CONTRACTOR ARE NOTED "N.I.C. ". 8. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C -1047.
CD
14. °ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACE OF ELEMENTS IN THE SAME PLANE, 12 FURNISHINGS (ONE OF THE FOLLOWING OR COMBINATION)
EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 1. CONTRACTOR TO CLEAN / REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. T
15. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED. 2. CONTRACTOR TO REPLACE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS AND PROVIDE BUILDING E"'I C
STANDARD BLINDS TO MATCH AT NEW EXTERIOR GLASS. BLINDS SHALL BE PER CURRENT PACTRUST STANDARD cy
16. THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS, AND (WHITE, VERTICAL, NON - PERFORATED.).
MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS (INCLUDING FIRE PROTECTION SYSTEMS) WHEN REQUIRED BY W
PACTRUST. SUBMIT A MINIMUM OF TWO COPIES OF ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL. ONE COPY 3. CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. U
WILL BE RETAINED BY PACTRUST AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR.
17. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 16 ELECTRICAL 0 g a N
CONT ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY GENERAL 0
THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE INTERFACE WITH 1. PROVIDE LABEL FOR EACH CIRCUIT AT PANEL FOR IDENTIFICATION PURPOSES. THERMOSTAT LOCATIONS TO BE < O 04
EXISTING BUILDING SYSTEMS AND WITH BUILDING OWNER. REVIEWED BY OWNER PRIOR TO INSTALLATION. d
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18. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SEQUENCING WITH THE BUILDING OWNER AND 2. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN PATH SHOWN ON PLAN EQUAL TO 1-FOOT 0 UU
SCHEDULE ALL SERVICE INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO
CURRENT TENANTS. CANDLE. W I
3. TELECOMMUNICATION SYSTEM BY FUTURE TENANT. U M
08 DOORS AND WINDOWS 4. LIGHTING ENERGY MANAGEMENT IS REQUIRED IN OFFICE AREAS 5,000 SF AND LARGER. a F <4 in a
1. RE -USE EXISTING DOORS AND FRAMES WHERE POSSIBLE.
5. OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. REVISION
2. ALL DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. /
3. DOOR HARDWARE SHALL BE SCHLAGE AL SERIES U.N.O. OFFICE LIGHTING 1.
1. OFFICE LIGHT FIXTURES LITHONIA 2PM3N G B 3 32 18W MVOLT GEBIOIS
4. ALL INTERIOR GLAZING SHALL BE TEMPERED. 2.
DATE: 7 /14/04
PERMITBID SET
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PARTITION AND POWER PLAN REFLECTED CEILING PLAN 1.
SCALE 1/8" = 1' -0" SCALE 1/8" = 1' -0" 2.
DATE: 7/14/04
PERMIT/BID SET
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TO BLDG. STRUCTURE ABOVE FOR
WALLS LONGER THAN D' -0' STABILIZER BAR BETWEEN
WITHOUT INTERSECTING WALLS MAINS AT PERIMETER
N \ ADDITIONAL HANGERS AT ALL MANS
WITHIN 8' OF THE PERIMETER
APPROVED VERTICAL STRUT AT 12' -0' 0.C. EA. WAY
WITH 4 WAY LATERAL BRACING FROM THE MAN PROJECT #04340
S BLOCKING TYP. ®FASTENNG POINTS WITH TO THE STRUCTURE OVER. BEGIN WITHIN 6' -0'
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NOTE: ALL CONNECTION DEVICES TO BE UBC
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DATE: 7/14/04
PERMIT/BID SET
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