Plans (4)BUP2016 00075
01 00 00 GENERAL DATA
LAVATORIES
GENERAL REQUIREMENTS
FEMALE
1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON
FEMALE
STRUCTURAL SPECIALTY CODE AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY.
1 PER 40 FOR THE FIRST 80 AND 1 PER 80
FOR THE REMAINDER EXCEEDING 80
2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND
20 GA 3 5/8" METAL STUD BRACING TO
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK.
ROOF STRUCTURE AT 10'-0" OC WHERE
BLDG. #: PCC BLDG. 8 (pcc232)
REQUIRED
3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING
5. PATCH WITH DURABLE, INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED
R-11 BATT INSULATION 4' CENTERED OVER WALL
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE, AND NO FURTHER COMPENSATION SHALL BE DUE
THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION.
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EXISTING SUSPENDED CEILING
4. BY SUBMITTING A PROPOSAL, CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE
FLOOR AREA: B 15,927 SF OFFICE / 100 SF =
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F-1 4,464 SF PRODUCTION / 200 SF =
23 OCC.
EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK
MIN. 6" PENETRATION INTO EXISTING CONCRETE AND MIN. OF 6" EXPOSURE INTO POUR BACK. CENTER
23,511 SF TOTAL
189 OCC.
RACO STYLE RECESSED
DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO
CODE ANALYSIS FOR NON -SEPARATED USES
(508.3)
BASIC ALLOWABLE AREA FOR MOST RESTRICTIVE
REVEAL HEADER. CONCEPT
ALL MATERIALS AND INSTALLATION, DISPOSAL OF EXCESS MATERIALS (USEABLE FINISH MATERIALS SHALL BE
12,000 SF
SPRINKLER INCREASE (506.3, ONE STORY = ADDITIONAL 300%)
36,000 SF
WALLS #1-487RDT
LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST), CLEANING AND ALL PREPARATION OF SUBSTRATE
YARD INCREASE (DERIVED FROM 506.2 = ADDITIONAL 50% BASE AREA)
6,000 SF
7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECT'S OPINION AND REPLACE AT NO
SURFACES PRIOR TO INSTALLATION, AS WELL AS FINAL CLEAN UP.
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TOTAL ALLOWABLE AREA
54,0000 SF
54,000 > 46,384 SF NON SEPARATED USES ALLOWED
5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING
ADDITIONAL COST.
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3-1/2" BATT INSUL
STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS
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INTENSION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY.
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3-5/8" MTB. STUDS @ O.C.
6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.
GENERAL
5/8" GYP. BRD. BOTH SIDES ES
7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET "WALK -OFF MATS" TO PROTECT EXISTING
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CENTER LINE OF STUD
CARPETS.
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1. CLEAN, SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.
8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF
2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING:
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6'-0" MAX MAIN RUNNERS AT 4' 0" O.C.
SUPPORT WITH #12 WIRE AT 4'-0" O.C.
MEMBRANE AS NEEDED.
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9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED
b. PLASTIC LAMINATES
COUNTERSLOPE HANGERS IF MORE
COMPANIES INCLUDE:
V/
THAN 1:6 OUT OF PLUMB
d. PAINT
a. ARROW ROOFING, ALFONSO PEREZ (503) 460-2767
e. TILE, MARBLE, GRANITE, STONE, AND GROUT
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STRUCTURE OR A TRAPEZE FOR
DUCT AND/OR PIPE WORK
3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS
b. PACIFIC ROOFING, GUY BELT (503) 640-3163
NOTE:
4" RUBBER BASE-TYP.
c. GRIFFITH ROOFING, GREG STONE (503) 643-1596
CIO
CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100# CAPACITY
09 53 00 SUSPENDED ACOUSTICAL CEILING
ATTACH BOTTOM TRACK TO FLOOR WITH
10. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS
1. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING
SYSTEM, INCLUDING GRID, PANELS, AND HANGARS AND ACCESSORIES.
5
CEILING BRACING DETAIL
POWDER DRIVEN ANCHORS AT 12" O.C.
AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY.
NOT TO SCALE
3. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO
FINISH FLOOR
11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO
SPRINKLERS
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COMMON CORRIDORS AND STAIRS, BUILDING ENTRANCES, SUITE ENTRANCES, ETC. THE CONTRACTOR WILL
4. PRODUCTS:
4 7/8"
/EXISTING
BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION
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b. TILES -ARMSTRONG FISSURED ITEM # 705,24 x 24 x 5/8"W/ ANGLED TEGULAR EDGE
ACTIVITIES.
3 WALL SECTION W/ SOUND INSUL.
12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING
A-1
RESTROOM FACILITIES.
SCALE 1" = l'-0"
13. STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT
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PRE -CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER
5. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE
COMMON BUILDING AREA BE USED FOR STORAGE.
14. KEEP THE ROOF FREE OF DEBRIS (I.E. NAILS, SCREWS, BOTTLES, ETC.) AT ALL TIMES.
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15. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED.
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16. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL, MECHANICAL,
ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION.
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17. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY.
6. IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES.
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18. CLEAN ADJACENT EXTERIOR AREA, I.E. WALKS, EXTERIOR GLASS, ETC.
7. TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL.
19. FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS.
20 GA. 3 5/8" MTL. STUD BRACING AT 10' O.C.
8. BENT OR DAMAGED T -BARS TO BE REPLACED,
20.13ROVIDE "AS -BUILT" DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. "AS -BUILT"
TYPICAL STUD
DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED -UP WITH RED
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REVISION
ONE SIDE SCREW ATTACHED
ACCEPTABLE.
PEN. DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS
3.
4.
SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT. PACTRUST MAY HOLD
5.
CONTRACTOR'S FINAL PAYMENT UNTIL "AS -BUILT" DRAWINGS AND 0 & M MANUALS HAVE BEEN RECEIVED
(E) PARTITION TO 12' AFF
INTERIOR:
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AND APPROVED.
1. WALLS:
DRAWN BY:
21.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE,
-
DATE: 02/25/16
(E) SUSPENDED CEILING
a. PRIME NEW DRYWALL WITH MILLER'S HIGH -BUILD "SUPER SEAL" PRIMER.
FUNCTIONING PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED
b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S
TYPICAL
TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF
I I 5/8" GYPSUM BOARD HEADER
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LATEX ENAMEL.
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2. GENERAL NOTES:
WHETHER OR NOT SHOWN ON THE DRAWINGS.
INSTALL STUDS WITH SAME
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a. KEEP ALL HARDWARE, HINGES, AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS, DRIPS, OR ROLLER
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22.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED "N.I.C.".
DIMENSION (10" MIN.) FOR
SPRAY.
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23."ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME
BRIDGING ALIGNMENT
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I I REMOVE WALL BELOW 8'-8" AFF
PLANE, EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING.
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AFTER SUSPENSION OF EXISTING
c. DURING PROGRESS OF WORK, KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS, RUBBISH, CANS, AND
24.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED.
WALL FROM STRUCTURE ABOVE
RAGS AT THE END OF EACH DAY.
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25.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN
d. UPON COMPLETION OF WORK, CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING
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TWO WEEKS OF PROJECT AWARD. PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO
AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES.
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REPLACEMENT AT CONTRACTOR COST. AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL
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e. PROTECT WORK OF OTHER TRADES.
REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE
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POWDER DRI
CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH. REPLACE SUCH PRODUCTS AS
f. PROVIDE "WET PAINT" SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES.
k ANCHORSAT
DIRECTED AT CONTRACTOR'S COST.
FINISH FLOOR
26.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS, MECHANICAL, ELECTRICAL AND
(E) PRODUCTION (E) OFFICE
PLUMBING SYSTEMS (INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL
(1) #10-16 SCR
SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD. ARCHITECT WILL RETAIN ONE
26 00 00 ELECTRICAL: DESIGN / BUILD- ONLY MODIFY SYSTEM(S) AS REQUIRED TO
PER STUD FLA
COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR.
ACCOMMODATE TENANT IMPROVEMENT WORK.
27.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS
CONTRACTOR. ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER
SCALE 1 " = V-0"
LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE
INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE
CENTERED IN CEILING TILE (OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE
WALL BASE DETAIL
APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE -APPROVED IN WRITING BY
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REST ROOM INFORMATION
SUITE #100- 189 OCCUPANTS (SEE CALCULATION UNDER TENANT INFORMATION)
190 OCCUPANTS / 2 = 95 OCCUPANTS EACH SEX
TABLE 29 B OCCUPANCY -
WATER CLOSETS
LAVATORIES
MALE
FEMALE
MALE
FEMALE
1 PER 25 FOR THE FIRST 50 AND 1 PER 50
FOR THE REMAINDER EXCEEDING 50
1 PER 40 FOR THE FIRST 80 AND 1 PER 80
FOR THE REMAINDER EXCEEDING 80
WOMEN 3 WC REQUIRED 4 WC PROVIDED 2 LAVS. REQ'D. 3 LAYS. PROV'D
MEN 3 WC REQUIRED 3 WC + 1 U PROVIDED 2 LAVS. REQ'D. 3 LAVS. PROV'D
TRACK
WORK TO ADDITIONAL REST ROOM CORE NOT IN CALCULATIONS ABOVE:
PROPOSED ALTERATION CONVERTING ONE WOMEN'S REST ROOM TO UNI -SEX
SHOWER FACILITY AND LEAVING ADDITIONAL MEN'S REST ROOM AS -IS
VEN
T 12" O.C.
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THE ARCHITECT PRIOR TO INSTALLATION. A_4 - �_ u
28.000RDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE SCALE 3 - 1 0 TO PORTLAND
INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS.
GENERAL
1. REMOVE ALL EXISTING VCT, SHEET VINYL, ETC. IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR FLOOR AND/OR ROOF STRUCTURE
TO INSTALLATION OF NEW FLOORING.
I ALTERNATE MEANS OF CONSTRUCTION
ARMSTRONG BERC2 CLP AS
2. ALL ROOF PENETRATIONS FOR ELECTRICAL, LOW VOLTAGE, GAS PIPING, ETC. SHALL BE SLEEVED THROUGH FOR THIS PROJECT.)
A R JACK, CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921
A LEAD ROOF J C,
POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. ADDITIONAL HANGERS AT ALL MAINS WITHIN 8" OF THE PERIMETER
01 73 29 CUTTING AND PATCHING APPROVED VERTICAL STRUT AT 12'-0" O.C. EA. WAY BEGINING WITHIN
1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK 6'-0" OF THE PERIMETER OF EACH CEILING SECTION. SEE STRUT DETAIL
BEING UNDERTAKEN.
STRUTS AT FIXTED EDGES NOT ATTACHED TO THE BUILDING TO
2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. HAVE 4 WAY LATERAL BRACING FROM THE MAIN RUNNER TO THE
E T T BE RET I EDI/F BUILDING STRUCTURE ABOVE.
3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEM N S 0 A N
BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P.
9 2016
15350 SW SEQUOIA PKWY #300
A T EXISTING MATERIAL THAT VISUALLY MATCH EXISTING ADJACENT
4. PATCH, USING MATERIALS IDENTICAL 0 S G S
PORTLAND, ORE 97224
I�MCIT�p-Y
(503) 624-6300 (PHONE)
SURFACES TO THE FULLEST EXTENT POSSIBLE
BLDG. #: PCC BLDG. 8 (pcc232)
BLDG. PERMIT #: N/A
5. PATCH WITH DURABLE, INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
CONST. TYPE.: III -B
TENANT INFORMATION
6. AT CONCRETE SLAB REPAIRS (POUR BACKS), PROVIDE #3 x 12" LONG REBAR DOWELS AT 24" O.C. MIN. WITH
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OCCUPANCY: B / F-1 / S-2
FLOOR AREA: B 15,927 SF OFFICE / 100 SF =
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F-1 4,464 SF PRODUCTION / 200 SF =
23 OCC.
S-2 3,120 SF WAREHOUSE / 500 SIF =
MIN. 6" PENETRATION INTO EXISTING CONCRETE AND MIN. OF 6" EXPOSURE INTO POUR BACK. CENTER
23,511 SF TOTAL
189 OCC.
CODE IBC W/ 2014 OSSC
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CODE ANALYSIS FOR NON -SEPARATED USES
(508.3)
BASIC ALLOWABLE AREA FOR MOST RESTRICTIVE
DOWEL IN SLAB.
USE (GROUP F-1) FROM TABLE 503 -TYPE III -B CONSTRUCTION
12,000 SF
SPRINKLER INCREASE (506.3, ONE STORY = ADDITIONAL 300%)
36,000 SF
TOTAL
TO
48 000 SF ,
YARD INCREASE (DERIVED FROM 506.2 = ADDITIONAL 50% BASE AREA)
6,000 SF
7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECT'S OPINION AND REPLACE AT NO
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TOTAL ALLOWABLE AREA
54,0000 SF
54,000 > 46,384 SF NON SEPARATED USES ALLOWED
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ADDITIONAL COST.
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GENERAL
8" CROSS MEMBERS BETWEEN MAIN
W
MAX RUNNERS
1. CLEAN, SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.
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2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING:
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6'-0" MAX MAIN RUNNERS AT 4' 0" O.C.
SUPPORT WITH #12 WIRE AT 4'-0" O.C.
a. FLOOR COVERINGS AND BASE
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OR WITH #10 WIRE AT S-0" O.C.
b. PLASTIC LAMINATES
COUNTERSLOPE HANGERS IF MORE
c. ALL NATURAL WOOD (INCLUDING DOORS AND CASEWORK)
V/
THAN 1:6 OUT OF PLUMB
d. PAINT
SECURE ALL HANGERS TO BLDG.
e. TILE, MARBLE, GRANITE, STONE, AND GROUT
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STRUCTURE OR A TRAPEZE FOR
DUCT AND/OR PIPE WORK
f. TOILET PARTITIONS
f.
NOTE:
CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS "HEAVY DUTY". ALL
h;OILET AA
CIO
CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100# CAPACITY
09 53 00 SUSPENDED ACOUSTICAL CEILING
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1. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING
SYSTEM, INCLUDING GRID, PANELS, AND HANGARS AND ACCESSORIES.
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CEILING BRACING DETAIL
2. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, INC.
A-4
NOT TO SCALE
3. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO
INSULATION, GYPSUM BOARD, LIGHT FIXTURES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS AND FIRE
SPRINKLERS
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ROOF SYSTEM ON 2 X PURLINS
4. PRODUCTS:
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/EXISTING
a. GRID - PRELUDE 24 XL 15/16" EXPOSED TEE (HEAVY DUTY)
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b. TILES -ARMSTRONG FISSURED ITEM # 705,24 x 24 x 5/8"W/ ANGLED TEGULAR EDGE
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c. ACCESSORIES - MANUFACTURERS' STANDARD
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2 X 4 NAILER @ 24" O.C.- SECURE TO (E) PURLIN:
5. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE
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CONDITION SO THAT CEILING TILES LAY FLAT.
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6. IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES.
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3 5/8" MTL. STUDS 16" O.C.- SECURE TOP TO 2 X 4 NAILER
7. TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL.
ULL
20 GA. 3 5/8" MTL. STUD BRACING AT 10' O.C.
8. BENT OR DAMAGED T -BARS TO BE REPLACED,
5/8" TYPE GYPSUM BOARD
9. REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG "BP ES -4" EXPANSION SLEEVE
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REVISION
ONE SIDE SCREW ATTACHED
ACCEPTABLE.
3.
4.
09 91 23 PAINTING
5.
6.
(E) PARTITION TO 12' AFF
INTERIOR:
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1. WALLS:
DRAWN BY:
-
DATE: 02/25/16
(E) SUSPENDED CEILING
a. PRIME NEW DRYWALL WITH MILLER'S HIGH -BUILD "SUPER SEAL" PRIMER.
b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S
ACROPURE 1450 WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S S/G
I I 5/8" GYPSUM BOARD HEADER
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LATEX ENAMEL.
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2. GENERAL NOTES:
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a. KEEP ALL HARDWARE, HINGES, AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS, DRIPS, OR ROLLER
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SPRAY.
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b. ALL SURFACES TO BE SANDED BETWEEN COATS, PRIOR TO INSTALLATION OF NEXT COAT.
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I I REMOVE WALL BELOW 8'-8" AFF
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AFTER SUSPENSION OF EXISTING
c. DURING PROGRESS OF WORK, KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS, RUBBISH, CANS, AND
WALL FROM STRUCTURE ABOVE
RAGS AT THE END OF EACH DAY.
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d. UPON COMPLETION OF WORK, CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING
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AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES.
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e. PROTECT WORK OF OTHER TRADES.
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f. PROVIDE "WET PAINT" SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES.
FINISH FLOOR
23 00 00 HVAC: DESIGN / BUILD- ONLY MODIFY SYSTEM(S) AS REQUIRED TO ACCOMMODATE
(E) PRODUCTION (E) OFFICE
TENANT IMPROVEMENT WORK.
26 00 00 ELECTRICAL: DESIGN / BUILD- ONLY MODIFY SYSTEM(S) AS REQUIRED TO
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WALL DROP AT SUSPENDED CEILING
ACCOMMODATE TENANT IMPROVEMENT WORK.
A-6
SCALE 1 " = V-0"
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CARMAN RD.
EXIT #291
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/ SW 72ND AVENUE
VICINITY MAP
BUILDING LOCATION
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NOT TO .SCALE
area of work
r- - - - - - - - - - - - - - - - - - -
area of work
2 VICINITY MAP "
A-7 NOT TO SCALE
Phase 2
TENANT IMPROVEMENT for
PA CIFIC STAR
COMMUNICATIONS, INC.
PROJECT NARRATIVE
PROJECT CONSISTS OF MINOR TENANT IMPROVEMENT WORK TO 23,511 SF OF INTERIOR
SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO SELECTIVE DEMOLITION,
DRYWALL/METAL STUDS, FLOOR FINISHES, DOORS/FRAMES/HARDWARE AND PAINTING.
ALL EXISTING CONSTRUCTION COMPLIES WITH AND ALTERATIONS WILL COMPLY WITH
CURRENT ANSI/ICC A117.1 CODE.
WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT
PLUMBING WORK
FIRE PROTECTION SPRINKLERING
HEATING, VENTILATION & AIR CONDITIONING WORK
ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE
BUILDING INFORMATION
_
BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P.
9 2016
15350 SW SEQUOIA PKWY #300
c);:
PORTLAND, ORE 97224
I�MCIT�p-Y
(503) 624-6300 (PHONE)
(503) 624-7755 (FAX)
BLDG. #: PCC BLDG. 8 (pcc232)
BLDG. PERMIT #: N/A
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CONST. TYPE.: III -B
TENANT INFORMATION
TENANT: PACIFIC STAR COMMUNICATIONS INC.
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OCCUPANCY: B / F-1 / S-2
FLOOR AREA: B 15,927 SF OFFICE / 100 SF =
160 OCC.
F-1 4,464 SF PRODUCTION / 200 SF =
23 OCC.
S-2 3,120 SF WAREHOUSE / 500 SIF =
6 OCC.
23,511 SF TOTAL
189 OCC.
CODE IBC W/ 2014 OSSC
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CODE ANALYSIS FOR NON -SEPARATED USES
(508.3)
BASIC ALLOWABLE AREA FOR MOST RESTRICTIVE
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USE (GROUP F-1) FROM TABLE 503 -TYPE III -B CONSTRUCTION
12,000 SF
SPRINKLER INCREASE (506.3, ONE STORY = ADDITIONAL 300%)
36,000 SF
TOTAL
TO
48 000 SF ,
YARD INCREASE (DERIVED FROM 506.2 = ADDITIONAL 50% BASE AREA)
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54,0000 SF
54,000 > 46,384 SF NON SEPARATED USES ALLOWED
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CODE SUMMARY
ALL CONSTRUCTION WORK SHALL BE DONE IN
COMPLIANCE WITH STATE AND LOCAL CODE
REQUIREMENTS THAT APPLY, INCLUDING BUT NOT
LIMITED TO:
• 2014 OREGON STRUCTURAL SPECIALTY CODE
• 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC)
• 2014 OREGON PLUMBING SPECIALTY CODE (OPSC)
• 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC)
• 2014 OREGON FIRE CODE (OFC)
• ASCE-7-10
■ IGC/ANSI Al 17.1-2009
• 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE
CT"I'Y OF TIGARD
REVIEWED FOR CODE COUJUANC33
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DEMOLITION NOTES:
D1 REMOVE EXISTING PARTITION & DISPOSE OF;
D2 REMOVE EXISTING FLOOR FINISH & BASE- PREP WALLS FOR NEW BASE
D3 INSTALLATION;
D4 REMOVE EXISTING DOOR/FRAME/RELITE AND SALVAGE FOR REUSE; a re a of w o r k
D5 REMOVE EXISTING CABINETRY AND DISPOSE OF; _ _ _
D6 REMOVE EXISTING TOILET FIXTURES AND DISPOSE OF; -9
D7 REMOVE / RELOCATE EXISTING STOREFRONT DOOR; r ____ __
D7
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CLEAN CONDITION FOR APPLICATION OF ESD SEALER; /' II
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PLAN NOTES: I D3 O D3 D2 OFFICE CIRC.
0 NEW CARPET & BASE TO AS CLOSELY MATCH EXISTING AS POSSIBLE; 136
2 NEW CEILING HEIGHT PARTITION(S)- REFER TO DETAIL 3/A-1; I ' 11 138 OFFICE CONF.
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15 MODIFY/ADD SLATE TILE TO MATCH EXISTING; I13 it D8OA
SHAD VEST. I 1
1 16 INSTALL NEW OVERHEAD DOOR TO MATCH EXISTING; 17
1 17 PROVIDE OCCUPANCY INDICATOR THIS DOOR, REPLACE DOOR AS NECESSARY; I 107 O9
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NOTE- PATCH, CLEAN, PRIME AND PAINT ALL GYPSUM BOARD WALLS AFFECTED BY I 128
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