Plans (3)BUP201,3 00052
- 01 00 00 GENERAL DATA 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S. GYPSUM, GEORGIA PACIFIC, NATIONAL GYPSUM OR CONNECTED TO A MONITORING STATION WITHIN THE BUILDING.
AN APPROVED EQUAL
S. F P NRS SHA E PLACED 24' MINIMUM FROM ROOF EDGE TO OF INR. MULTIPLE UNITS
ROOF TO LLB LA ED TENANT IMPROVEMENT for
GENERAL REQUIREMENTS SHALL BE PLACED SYMMETRICALLY IN A UNE BASED ON STRUCTURAL CALCULATIONS BY ENGINEER.
.. 1 ALL CONSTRUCTION WORK S HALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON
11 1 5.. STANDARD GYPSUM BOARD SHALL BE TYPE W. 51W THICK WITH TAPERED EDGES CONFORMING TO ASTM
STRUCTURAL SPECIALTY CODE AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY.' 9. CURBS: 14" CURBS. ASSEMBLED AND LEVELED TO ROOF, ANCHORED TO STRUCTURAL MEMBERS BELOW
L 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED EDGES. CONFORMING TOASTM ROOFING. .
2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING AND - .
C-830. a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF
NOTIFY ARCHITECT OF ANY DIS CREPANCIES PRIOR TO STARTING THE WORK,BUILDING,- CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE
3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING
7. AT TOILET ROOMS USE 5W USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR TO 48' A.F.F.
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL. SUBMITTAL OFA PROPOSAL SHALL BE CONSIDERED'LOCATIONS
ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. (EXCEPTION: EXCEPTION AT b. UNIT MUST BE LEVEL, SEALED WITH NO AIR LEAKS AND COUNTER FLASHED.
A COMMON THREAD,INC0
A NST R I V IN TI WAINSCOT.) LOC TIO O EC E E PLASTIC LAMINATE OR LL N )
P H N c. CONDENSATE MUST BE TRAPPED AT UNIT.
CONFIRMATION THAT SUCH INSPECTION A3 BEEN MADE AND NO FURTHER COMPENSATION SHALL BE DUE OND
THE F R CLAIMS ARISING AS A RESULT OF FAILURE O PERFORM SUCH INSPECTION. 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD 3� THICKWITH SQUARE, REINFORCED,
O T ECTION
10. SEISMICALLY UNIT IN CODE -APPROVED METHOD.
4 SUBMITTING A PROPOSAL, CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE SMOOTH EDGES.- PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL
. BY SUB G VE
L,
11 PIPING HA STANDARD K STEEL PIPE W/ SUPPORTS PER CODE. PIPING SHA E RUN
9. AT FRP PLASTIC LAMINATE ETC. WAINSCOT PANELING INSTALL WATER-RESISTANT GYPSUM BOARD. ALL GAS P P SHALL BE D D SLAC E L LL B
EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK INSIDE OF BUILDING W! LEAD FLASHINGS AT ROOF PENETRATIONS, LEAD ROOF JACKS TO BE SEALED AND
. DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO
10.TRIM ACCESSORIES SHALL COMPLY WiTH ASTM G-1047. CLAMPED (S.S. WORM GEAR)...
. - ALL MATERIALS AND INSTALLATION, DISPOSAL OF EXCESS MATERIALS (USEABLE FINISH MATERIALS SHALL BE
.PROJECT NARRATIVE:
LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST), CLEANING AND ALL PREPARATION OF SUBSTRATE 11. USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH 12. ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND
: SYSTEM.
SURFACES PRIOR TO INSTALLATION, AS WELL AS FINAL CLEAN UP. CORROSION WITH OIL BASED PAINT (COLOR GREY). PROJECT CONSISTS OF REMODEL WORK TO 5,137 SF OF EXISTING OFFICE SPACE. WORK
A IN NOT B LIMA
s. R IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING WALL CONSTRUCTION EXECUTION 13. LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF UNE DIRECT TO UNIT. DO NOT EXCEED BEND SHALL INCLUDE BUT O E TED TO DRYWALL/METAL STUDS, SUSPENDED CEILINGS,
STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS RADIUS MANUFACTURER'S GUiDEUNE.
INTENSION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY.
1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF -DRILLING OR SELF -TAPPING DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA REQUIREMENTS.
SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW 14. ECONOMIZER TO MEET CODE AND AS FOLLOWS,
CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD
6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE._ a. 8 TONS AND ABOVE MUST HAVE ECONOMIZER.
7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET "WALK -OFF MATS" TO PROTECT EXISTING
MATERIALS LIGHTER THAN 18GA. -- WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT
CARPETS.. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS b. BAROMETRIC RELIEF ON 5 - 718 TON UNITS_
� - FERE PROTECTION SPRINKLERING
INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST.
8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENTTO BE REMOVED. PATCH AND REPAIR ROOF FASTENERS SHALL BEAT LEAST 3INCHES FROM THE EDGE OF CONCRETE SLABS. _ HEATING, VENTILATION & AIR CONDITIONING WORK
MEMBRANE AS NEEDED. : - d_ 1 1/ZTHRU 4 -TON OSA INTAKE WITH DAMPER. -
. ELECTRICAL WORK BOTH LINE VOLTAGE AND OW VOLTAGE
3. CUT STUDS SQUARE AND SET WITH FIRM SEARING AGAINST WEBS OF AND BOTTOM TRACKS. POSITION T B E L
8_ ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES, APPROVED STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT 15. ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. '
COMPANIES INCLUDE: LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEETWWIDE OR LARGER. PROVIDE MINIMUM 18.DROP CANS TO FULL SIZE OF UNIT CURB OPENING. M N MUM 28GAUG£ WITH SUPPLY AIR. EDGES OF SUPPLY
a. ANDERSON ROOFING, (503) 2940202 JACK STUDS CHER OPENINGS, AS NECESSARY, TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE AIRSEALED. DROP CANS TO BE EXTENDED TO WITHIN 7 OF CEILING. .
STUDS AT CORNERS, POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES_ FASTEN STUDS AT TOP -
b. PACIFIC ROOFING (503)640-3183 17.DISTRIBUT�N DUCTWORK
AND BOTTOM TRACKS BY WELDII NG OR SCREWING BOTH FLANGESTOTHE TRAGKS.
c GRIFFITH ROOFING (503) 843-1596 1. a. SPIRAL ONLY IF EXPOSED.
4, INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR
10_ KEEP THE AREA OF WORK FREE GAR AN THE PROJECT, - . UG OR TO SMA NA STANDARDS IF PIPE IS CONCEALED ABOVE DROP OR HARD CEILING. -
OF BALE D DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS b 28 GAUGE SMAC
NA
AND COMMON AREA. FLOORS TO SE SWEPTOR VACUUMED DAILY. . BUILDING INFORMATION TENANT I N FORMATION
5. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER S RECOMMENDATIONS. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON CONDITIONED AND SEMI -CONDITIONED SPACE WITH
11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS MINIMUM R4.2 INSULATION WITH FSK BARRIER. _
Q G OVE ENTS iNCLUDItNG BUT NOT LIMITED TO OWNER, PACIFIC REALTY ASSOCIATES, L.P. TENANT.
6. FINISH QUALITY: , _
. COMMON CORRIDORS AND STAIRS, BUILDING ENTRANCES, SUITE ENTRANCES, ETC. THE CONTRACTOR WILL - .
BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION AREA PROCESS TRADENOAtENCLATURE
d. HANGERS 1Z GAUGE WIRE OR 18 -COLIC£ 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALLTHREAD 15350 SW SEQUOIA PKWY #3W - A COMMON THREAD, INC..
HANGERS AND FULL DIAMETER STRAP UP TO 18" @ LARGER THAN i8" MUST HAVE SADDLE TYPE
ACTIVITIES. PORTLAND, ORE 97224
OFFICE/OTHER tiER AREAS TAPER FINISH COATS t SMOOTH FINISH TAPED CLAMP OCCUPANCY AREAS $e LOADS:11
- 12. PROVIDE TEMPORARY SANITARY FACILITIES. T " -
UTIE CONSTRUCTION WORKERS SHALL NOT USE BUILDING USG FIRST COAT ' SAND AFTER TAPE I FINISH COATS e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE NO OCTOPUS). TEES SHAD. BE MAXIMUM OF 45
RESTROOM FACILITIES. { ( } 503 624-6300 PHONE B 5,137 SF 52 OCC
DEGREES. { ) (PHONE)
7. FiNISH EXPOSED INTERIOR GYPSUM BOARD WALES AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS - F
13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT - (503) 624-7755 (FAX) .
PRE -CONSTRUCTION MEETING. UNDER NOCIRCUMSTANCES
SHOWN ON PLANS. t EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH.
SHALL BUILDING UTILITY AREAS OR ANY OTHER
_ COMMON BUILDING AREA BE USED FOR STORAGE. DISTRIBUTION U R INSTALLED MIN. 4'ABOV FINIS CEILING. 09 53 00 SUSPENDED ACOUSTICAL CEILING 9 ALL Dls BUT ON D CT WORK TO BE NST LLED 2 £ H CE BLDG. #. PCC BLDG. #2 5 NUMBER OF EXITS REQUIRED
{pcc22 }
14. KEEP THE ROOF FREE OF DEBRIS (I.E. NAILS, SCREWS, BOTTLES, ETC.) ATALLTIMES. - 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 18,FLEX DUCT WILL BE NO LONGER THAN 8' FROM RIGID DUCT DOWN TO DIFFUSER. -
B 2 EXITS
15. ALL DIMENSIONS ARE TO FACE OF GYPSUM D
BOAR UNLESS OTHERWISE NOTED. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING 19.DIFFUSERS. CONST. TYPE.. II$
SYSTEM INCLUDING RID PAN AN HANGARS AND ACCESSORIES. -_
iB.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL, MECHANICAL,L G ELS' D a. SUSPENDED CEILING SYSTEM -BAR-PERFORATED FACE ADJUSTABLE CURVED BLADES -DESIGN {T }
ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. . . 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, INC. .. TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL .
- THI I ING HOUSES SEVERAL TENANTS INCLUDING THIS TENANT THE EXISTING
S BU LD
17. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT UMRED TO b_ GYP. BD. CEILING; SUPPLY -CURVED BLADE Wt OBD DESIGN TTTUS 250; RETURN -BAR TYPE -DESIGN
- BUILDING IS A SINGLE STORY BUILDING OF 27,349 SF AND IS FULLY SPRINKLERED.
18.CLEAN ADJACENT EXTERIOR AREA, I.E. WALKS, EXTERIOR GLASS, ETC.
INSULATION, GYPSUM BOARD, LIGHT FIXTURES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS AND FIRE TiTUS 350, EXHAUST -METAL OR ALUMINUM -112' x 117 EGG CRATE DESIGN TITUS 50F.
SPRINKLERS - THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST 40 FEET.
19. FILL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS.
. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT/OR NEAR CLOSEST
5. PRODUCTS, WYE BRANCH.
20.PROVIDE'AS-BUiLT' DRAWINGS OFTHE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT" ALLOWABLE AREA 23,000 (IBC TABLE 503) -
DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED -UP WITH REO ' a. GRID -PRELUDE 24 XL 15!16' EXPOSED TEE (HEAVY DULY} d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT
PEN. DELVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS b. TILES -ARMSTRONG FISSURED ITEMS 705, 24 x 24 x 516' WW ANGLED EDGE
COMPLETION. SPINKLER INCREASE - 20Q% 46,000 SF (IBC 506.3)
. SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT. PACTRUST MAY HOLD 20.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW T'HERMOSTAT'S TO BE TOTL ALLOWABLE AREA 69,000 SF
CONTRACTOR'S FINAL PAYMENT UNTiL "AS-BUiLT' DRAWINGS AND O 3 M MANUALS HAVE BEEN RECEIVED c. ACCESSORIES - MANUFACTURERS' STANDARD HONEYWELL COMMERCIAL GRADE W/ISIONPRO 8000 TOUCH SCREEN MODEL TB822OU1008 WHEN' POSSIBLE
AND APPROVED. - - 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE APPROVED SUBSTITUTE: TOTAL -LINE SIGNATURE COMMERCIAL TN TA . PJ74• - DAY
i A CEILING TI Y T_ PROGRAMMABLE WITH LOCKFUNCTION- H G LY. A H
21.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT
CONDITION SO THAT CE LI G LES LA FLA
t
E A THE CONTRACTOR PROVIDE A COMPLETE, TE
,
REQUIRE CHANGING HEIGHT AT "REPLACEMENT LOCATIONS CONTRACTOR SHALL PROGRAM
FUNCTIONING PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED 7. AT CEILINGS OVER 144 SF PROVIDE, HORIZONTAL RESTRAINT WIRE OR RIGiD BRACING. }
TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OFTHERMOSTATS AND BALANCE SYSTEM.
8. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWWAOEDGES SHALL BE
WHETHER OR NOT SHOWN ON THE DRAWINGS. 21.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION.
ATTACHED TO WALL MOLD USING BERC2 CUPS ALLOWING THOSE 7W0 SIDES ALLOWED TO FLOAT.
22.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED "N,LC.". 22.HVAC TESTING_
9. PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS 1O
23.'AUGN" AS USED iN THESE DOCUMENTS, MEANS TO ALiGN THE FINISHED FACES OF ELEMENTS IN THE SAME NO MORE THAN 2500 S.F. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, .
. PLANE, EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING.11 . EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH
- 10. PROVIDE RIGID STRUTS TWELVE FEET ON CENTER EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER APPROVED PLANS AND SPECIFICATIONS.
24.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED, EDGE. INSTALL SWAY BRACING EACH STRUT ALONG FiXED EDGE IN ALL FOUR DIRECTIONS
25.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN 11.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN
TWO WEEKS OF PROJECT AWARD. PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO ACCORDANCE NTH APPROVED PLANS AND SPECIFICATIONS.
12.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL
REPLACEMENT AT CONTRACTOR COST. t. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND
13. BENT OR DAMAGED T -BARS TO BE REPLACED. FILED WiTH PACTRUST_
28.SUBMITCOMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS, MECHANICAL, ELECTRICAL AND Topm,� MIa
PLUMBING SYSTEMS (INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OFTWO COPIES OF ALL .14. REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG'BP ES -C EXPANSION SLEEVE 23,PROJECT CLOSE OUT DOCUMENTS REQUIRED:
- SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD. ARCHITECT WILL RETAIN ONE . ACCEPTABLE. a. AutoCAD FILE SHOWING AS -BUILT INFORMATION.
COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. - �� +z e_ 13 +s I ►,,
- 09 91 23 PAINTING b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE.
27.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS ~T! --r1 1 S 1 E 11 +e ,
CONTRACTOR. ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER INTERIOR. c. HARD COPY OF AutoCAD FILE ABOVE. r__+__i 1+
,,,, 'a
. r -r a
LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE 1. WALLS. d. OPERATIONS MANUALS FOR ALL EQUIPMENT INCLUDINGTSTATS.
INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE " �++� „ n ,
a. PRIME NEW DRYWALL WITH MILLER'S HIGH -BUILD "SUPER SEAL" PRIMER. - .
CENTERED IN CEILING TILE (OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED.
" APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE -APPROVED IN WRITING BY b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 8200 OR - -c O c
26 00 00 ELECTRICAL: DESIGN / BUILD - Q
THE ARCHITECT PRIOR 1O INSTALLATION. 4480 WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S SAG LATEX ENAMEL - o oe eli p -�
GENERAL
28.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 2. CEILINGS: E + 3 '
INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 1. ALL ELECTRICAL FEEDS TO OUTLET, SWITCHES, ETC. MUST BE VERTICAL DROPS FROM CEILINGS U.N.O.
. a. EXISTING GYP BOARD / PLASTER - SAND, SPACKLE ALL IMPERFECTIONS, SPOT PRIME AND FINISH TO
GENERAL ACHIEVE UNIFORM COVERAGE WITH MILLER'S 620008 4480. EXCEPT FOR HORIZONTAL RUNS UNDER WINDOWS AND FIXTURES ON THE SAME STUD. 10
2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTEDTHROUGH BUILDING
e�+A�
1. REMOVE ALL EXISTING VCT, SHEET VINYL, ETC. IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR b. NEW GYP &+ARD / PLASTER PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE _ . `--�.. -,
TO INSTALLATION OF NEW FLOORING. WITH MILLER'S 6200.011 4480.11 - SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. -' 1
1 _:�-1 i , ..
2. ALL ROOF PENETRATIONS FOR ELECTRICAL, LOW VOLTAGE, GAS PIPING, ETC. SHALL BE SLEEVED THROUGH 3, GENERAL NOTES: . 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER.
A LEAD ROOF JACK, CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WiTH VULKEM 921 ; , 3. PROVIDE UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. BUILDING LOCATION
a. KEEP ALL r4..RDWARE HINGES AN DOOR KNOBS C N OFALL PAINT SPLATTERS DRIPS OR ROLLER
POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. D LEA
E ITTED.11 I SPRAY. 4. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METER
0810 00 DOORS AND WINDOWS - IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO
b. ALL SURFACES TO BE SANDED BETWEEN COATS, PRIOR TO INSTALLATION OF NEXT COAT. ` TENANTS MOVE -IN.
1. RE -USE EXISTING DOORS AND FRAMES WHERE POSSIBLE
c. , DURING GP OGRE OF P J SITE CLEAN OF PAINT MATERIALS, RUBBISH CANS AND
R SS WORK, KEEP OB ALL � 5. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN PATH SHOWN ON PLAN EQUAL TO 1-F0i01' LOCATION lY1Li>F
2. APPROVED DOOR, FRAME, AND HARDWARE SUPPLIERS INCLUDE: RAGS AT THE END OF EACH DAY. E
CANDLE. I 11
a. BAXTER AND FLAMING. (503) 225-0486 d. UPON COMPLETION OF WORK, CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING NOT TO SCALE
ZV
AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. 6. EXIT LIGHTS: RUUD LIGHTING'PLASTiC LED EXIT SIGN' MODEL EXPBURWH RED LETTERS, WHITE HOUSING,
- b. D E, D DOOR (503) 205 5533 WITH BATTERY BACKUP.
e.:. PROTECT WORK OF OTHER TRADES.
.. c. BENSON INDUSTRIES (503) 907-2200 - 7I . WHERE NEEDED, CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE
d. GRANT SUPPLY (360) 887.0647
t PROVIDE "WET PAINT SIGNS AS REQUIREDTO PROTECT NEWLY PAINTED FINISHES. 208V1120V POWER FROM THE 48OVR77V SYSTEM. SIZE TO BE BIDDER DESIGN,
1000 00 SPECIALTIES a. TRANSFORMERS TO BE ENERGY STAR LABELED.
3. DOOR AND RELATE FRAMES SHALL BE WESTERN INTEGRATED MATERIALS (WIM), OR APPROVED. SUBMITTAL
REQUIRED PRIOR TO ORDERING MATERIAL. NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 10 4416 FIRE EXTINGUISHERS b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTOTHE INTERIOR.
4. EXTERIOR DOORS AND FRAMES TO BE HOLLOW METAL FRAMES OF ONE-PIECE WELDED CONSTRUCTION, - 1. FIRE EXTINGUISHER 2A10 BC ALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) c. ENCLOSED AND VENTILATED, AIR COOLED TYPE, CLASS H INSULATION, DESIGNED FOR 115 DEGREES C
14 -GA. GALV. SHEET STEEL DOORS, SDI -100, GRADE II, SEAMLESS EDGES, 16 GA GALV. SHEET STEEL : (W TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS
FABRICATE DOORS AND FRAMES NTH HARDWARE REINFORCING WELDED IN PLACE. Z. FIRE EXTINGUISHER CABINET. JL INDUSTRIES ACADEMY SERIES MODELS C1027V10. OPERATION. EQUIP WITH 2-1R PERCENT ANFC TAPS AND FOUR 2-1R PERCENT BNFC TAPS. MAXIMUM
12 00 00 FURNISHINGS SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL
5. FIELD VERIFY EXISTING DOOR, FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, ASSEMBLY AND CASE.
FRAMES AND HARDWARE TO MATCH TIN
D E EXIS G BUILDING STANDARDS. .
1. CLEAN / REFURBISH EXISTING BUILDING STANDARD N AT EXTERIOR GLASS.
E EX S G BU LO S DAR BLINDS A
9. TELECOMMUNICATION SYSTEM BY FUTURE TENANT.
6. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 2. INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS. AREA OF WORK
7. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O.. 10. LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS.
21 OQ Qq FIRE SUPPRESSION :DESIGN /BUILD 11.occuPANCY CONTROL DEvlc£s SHALL BE L£vITON oR wart sTOP. 3 . 5 ° ' a o ,o „ 2
n e� tea.
8. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A W BACKSET. 1. ADJUST EXISTING SPRINKLERS BELOW SUSPENDED CEILING PER CODE. SPRINKLER HEADS SHALL BE �� -
12 TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT - � _
9. DOOR FINISH SUBMITTAL CONTRACTOR TO PROVIDEHOP RA N CEILING T Y F PR SPRINKLER LAY IN ---- ---- - -
S DRAWINGS FOR DOOR FRAMES, DOOR CENTERED IN 2 X 2 CE LIG ALE LAYOUT O SPRINKLERS BY CONTRACTOR. SPR NILE OUT ALL
HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/ STAIN AND FINISH HARD CEILING AREAS (GYPSUM BOARDIPLASTER) TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND ; I
APPLIED (IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT INSTALLATION.
SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE TRAY OPERATE --
IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MiNIMUM SEISMIC MOVEMENT. I I
.. PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 13.REQUIRED IN DIVISION 15, PROVIDE MONITORING OF HVAC EQUIPMENT PER CODE. c ---- L ----L---1
NO OOPS RINGS ALLOWED'.
SAMPLE. 14.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION -UNUSED DATA ;
3. PROVIDE AUTOMATIC FIRE SPRINKLER FLOW INDICATOR SIEMENS CU-MHU-MCS-W OR EQUAL. SEE PLAN FOR o '
10. ALL INTERIOR GLAZING SHALL BE TEMPERED. LOCATIONS. BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. = I I I I
11.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE 15. REMOVE ALL UNUSED LOW VOLTAGE WIRING (TELEPHONE AND DATA) FROM THE RECEPTACLE TO THE e _ - -
23 00 00 HVAC : DESIGN I BUILD _ I
CYLINDER 20-013C 'C' KEYWAY; SOLID BRASS; WITH ADAMS RITE CAM AND COMPRESSION RING 11/8" LENGTH DISTRIBUTION BOARD. LEAVE PULL STRINGS FROM THE BOX TO SPACE ABOVE THE CEILING. A SECTION : '
WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. " GAS METER _ OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN UEU OFA PULL STRING F i _ _
i I
12. PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STOREFRONT WINDOWS AND DOORS. TOUCH UP OFFICE LIGHTING - t i ~� I
1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER.
FINIS F -
H OR AS NEW LOOK1.
METER IDENTIFKCATKOtN NUMBER AND TENANT ADDRESS INFORMA N SHALL BE GIVEN TO PACTRUST PRIOR
TIO
1. GROUP RE -LAMP EXISTING FLUORESCENT LIGHTSTHROUGHOUT U.N.O.
- TO TENANTSMOVEdN, . - - ; I i
13. TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR A5 NEW LOOK
2. OFFICE LIGHT FIXTURES - UTHONIA 2PM3N G B 3 3218LD MVOLT ADVANCE OR EQUAL (NO SYLVANIA x I
HVAC - BiD PROCEDURE
09 00 00 FINISHES I BALLASTS) I I
1 ,
1. FOR BIDDING PURPOSES THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT iS IN _ _ _ _ - -
,
EX i
GENERAL
TERROR LIGHTING - PROPER WORKING CORDER. - .
I as I I
1. ENTRY LIGHTING AT RECESSED OPENINGS: UTHONIA LF6N 26DTT LAMP F60SA RELFECTOR. (EMERGENCY i 1, i � I
1. CLEAN, SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. {E K
2. INVENTORY EXISTING H.VA.C. ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORTOF EACH BATTERY PACK OPTION EL) - - - - - -
2_ SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: UNIT i
I &L- - - - ---�- - ---- ---_ - -'
a_ FLOOR COVERINGS AND BASE 3. LIST TONNAGE OF EACH UNIT.I
- -
b. PLASTIC LAMINATES HVAC - DESIGN PROCEDURE
I -
C. ALL NATURAL WOOD (INCLUDING DOORS AND CASEWORK) USE EXISTING ANDJOR NEW EQUIPMENT TO DESIGN MECHANICAL HVAC. SYSTEM PER DESIGN STANDARDS
d. , PAINT LiSTED BELOW. -
PRIOR TO AWARD OF CONSTRUCTION CONTRACT, H.VA.C. CONTRACTOR SHALL SUBMITTOARCHiTECT FOR '
e. TILE, MARBLE. GRANITE, STONE. AND GROUT REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH BUILDING ILDING PLAN z
ff)
f. , TOILET PARTITIONS NEWiRENOVATED WORKAND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENTAS APPLICABLE_ SCALE 1"=5W
g. HARDWARE _ INCLUDE THE FOLLOWING:
3. EXTEND FINISH FLOORING UNDER ALL NEW CASEWORKa.
DUCTING AND SIZES
09 21 00 GYPSUM BOARDb.
SUPPLY AND RETURN LOCATIONS AND CFM
GENERAL
c. ROOF EQUIPMENT, SIZES AND LOCATIONS
1. ALL GYPSUM BOARD TO BE A MINIMUM OF 518" THICK VERTICALLY ATTACHED TO METAL STUDS 24" O.C. WiTH
d. ,UNITS REQUIRING DUCTED SMOKE DETECTION
1' TYPE S-12 SCREWS 12' O.C. UNLESS OTHERWISE NOTED. 'e.
THERMOSTAT LOCATIONS AND ZONEAINIT ASSOCIATED THEREWITH
2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN
I I t ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS
FINISH COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINTAS INDICATED.
Q. ZONE DIAGRAM
3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH
HVAC DESIGN STANDARDS -II
- COAT. PAINT AS INDICATED. - -
-
4. ALL ONE HOUR RATED WALLS (WHERE APPLICABLE): ONE LAYER SIS TYPE X GYPSUM WALLBOARD, EITHER
THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: -
AT RIGHT ANGLES OR PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24 O.C. FASTEN
1. 350 SQUARE FOOT PER TON.
WITH 1' TYPE S DRYWALL SCREWS 8" O.C. TO VERTICAL EDGES AND 1T O.C. TO TOP AND BOTTOM RUNNERS.
ADDRESS LOADS BY SPECIFIC LOCATION AND USE AS WELL AS CRITERIA PROVIDED TO PACTRUST BY -
AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24' O.C. (OR ONE STUD .
TENANT PRIOR TO CONSTRUCTION:
SPACING), EACH SIDE AND OPPOSITE SIDES. -
0
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-5. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERN WALLS WITH 5+8" GYPSUM BOARD OVER
a. EXTERIOR EXPOSURE AREAS
METAL STUDS.
b. INTERIOR AREAS, SIZE AND USE
6. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS MULLIONS OR GLAZING....c.
CONFERENCE / TRAINING ROOMS .
7. AT ALL EXISTING WALLS, REMOVE ALL NAILS, SCREWS, FASTENERS, ETC. LEFT BY PREVIOUS TENANT ANDd.
COMPUTER / SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION
PATCH HOLES READY FOR PAINT.
AND 24-HOUR USE. -
S. UPON REMOVAL OF WALL BASE, REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION.
3. SYSTEM DESIGN CRITERIA - SIZE ZONES FOR 3 - 5 TON UNiTS BASED ON USE 8 EXPOSURE CRITERIA .
WALL CONSTRUCTION MATERIALS
. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES.
: W
VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 370NS SHALL BE SPOT INTO MULTIPLE
. 1. PROVIDE STUDS, TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE
ZONES.
INSTALLATION.
4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY 3 RETURN GRILLES.
- 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL
PROPERTIES ARE NOT INDICATED, THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS.
5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILDOUT OR FREEZE PROTECTION.
DESIGN FRAMING IN ACCORDANCE WITH AISI SG,M. • '
6. UNITS: LENNOX, TRANE, YORK OR CARRIER -71/2TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 718 •
3. COLD -FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446dA 446 M GRADE A (33000
TONS SHALL HAVE SPECIAL APPROVAL BY BUILDING OWNER. .
PSI) G60. _ -
7. HVAC UNITS WITH EQUAL TO OR GREATER THAN 5 -TONS TO HAVE DUCT SMOKE DETECTORS AND BE -
00 11
#3082
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PERMIT/BID SET
2
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REPLACE SPANDREL GLASS WITH VISION GLASS
4'rJ% 606 ':2, 3' 4 rJ, g'
• PLYWOOD ON SOUTH WALL TO REMAIN
• REMOVE DOOR
• INSTALL SWING GATE AT ENTRY
• ADD ELECTRICAL AS SHOUN
REMOVE DOOR AND
FRAME AND WRAP
OPENING WITH GYP
BOARD
I
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SCALE 1/8" = 1'-0"
DOOR SCHEDULE
DOOR DATA
FRAME DATA
HARDWARE
ARMSTRONG STANDARD EXCELON 51839 FORTRESS WHITE, 12 K 12" x 1/8"
Mark DSize Thk Core Veneer Finish Hand
Fire Ratinoor Type Frame Depth
Hardware Manufacturer Finish Function
Remarks
103 3'-0' x 9'-0' 1 3/4' SC BIRCH CHERRY Right
• WIM 4 i/S"
LEVER LATCH 5CHLAGE 605 POLISHED BRA55 AL105
RELOCATED DOOR AND FRAME
111 PR 3'-0' x l'-0' 1 1/2" HM METAL PAINT NA
• HM 4 3/4'
1 LEVER/L0GK/CL05ER I 5CHLAGE I BLDG. STD. I ND92PD
RN ACTIVE - IVE DOOR HOLDER
FINISH MATERIALS (SABLE) —(TAN)
ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION
EXISTING CARPET TILE:
CPT
INTERFACE 146480250H — 7201 CHAMELEO
VINYL COMPOSITION TILE
VCT
ARMSTRONG STANDARD EXCELON 51839 FORTRESS WHITE, 12 K 12" x 1/8"
BASE
I
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BURKE MERCER 4" FLAT RUBBER BASE, 597 MOCHA AT ALL CARPET AREAS.
RC
BURKE MERCER 4" COVE RUBBER BASE, 597 MOCHA AT ALL HARD SURFACES.
PAINT:
PT -1
MILLER 4480 PREMIUM SATIN 8721W CLAY BEIGE, SATIN LATEX
DOORS, HARDWARE AND FRAMES
HARDWARE
605 POLISHED BRASS
FRAMES
PAC RED
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DUPLEX RECEPTACLE
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DATE: 2/27/13
PERMIT/BID SET
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U SCALE 1/8" = 1'-0"
INDICATES COMMON PATH OF TRAVEL REQUIREING EMERGENCY
LIGHTING EQUAL TO 1 -FOOTCANDLE.
2 X 2 SUSPENDED CEILING SYSTEM:
ATTACHED EDGE
SEISMIC EXPANSION JOINTS
77=7 UNATTACHED EDGE
GRID MAIN
CONSTRUCTION LEGEND
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PROJECT #13100
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A-3 NEW STANDARD WALL WITH INS.
A 3 NEW STANDARD WALL WITH INS. TO 13" ABOVE CEILING GRID
DUPLEX RECEPTACLE
a
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DEDICATED OUTLET
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6v
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FIRE EXTINGUISHER -SURFACE MOUNTED
SPECIAL OUTLET
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#3082
MARTIN W. HANSON
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OREGON,'
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PROJECT #13100
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DATE: 2/27/13
PERMIT/BID SET
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MARTIN W. HANSON
CLA KA S, OREGON
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PERMIT/BID SET
TYPICAL STUD
FLOOR AND/OR ROOF STRUCTURE
ARMSTRONG BERC2 CLIP (AS AL E1�I tE ANS E CONSTRUCTION
T A M OF
INSTALL STUDS WITH SAME
OJ CT)
FOR THIS PROJECT)
. .. •
H A MAINS WITHIN 8' OF THE PERIMETER
ADDITIONAL ANGERS AT ALL M E
SJ� CURTAIN FROM TOP OF WALL TO ROOF
T T 11'-0' O.C. A. WAY BEGINING WITHIN
APPROVED VERTICAL S RUT A E
STRUCTURE ABOVE ATTACH ABOVE UN STUD TRACK
V-0' OF THE PERIMETER OF EACH CEILING SECTION
ATALL NEW DEMISMG WALL LOCATIONS
STRUTS AT FIXTED EDGES NOT ATTACHED TO THE BUILDING TO
ANCHORS AT 12 O.G.
20 GA 35/8' METAL STUD BRACUK
HA 4 WAY LATERAL BRACINGFROM THEMAIN RUNNER THE -
BUILDNSTRUCTURE ABOVE.
R STUD F ANG - -
PE D L E
TO ROOF STRUCTURE AT 10'-0* OC
SCALE 3" 1'-0"
REQUIRED
ID(ISTING SUSPENDED CEILING
0
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REVEALFADER
CONCEPT WALLS 01-481 RDT
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MAX -
CRO55 MEMBERS BETWEEN MAIN
RUNNERS
,
5!8 G NSI 5
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CENTER LINE OF STUD
6'-0'MAXIN
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,- _
RUNNERS AT 4 0 O.C. ,_
-
SUPPORT WITH WIRE AT 4 0 O.G. , _
O WITH '10 WI AT 5 -0 O.G.
R RE
'
3 -Irl' BATT M SOUND ATTENUATION WALLS
GOWN O E HANGERS IF M
TERSL P ORE
THAN 1:6 OUT OF PLUMB
4 RUBBER BASE TYP.
SECURE ALL HANGERS TO BLDG.
:.
ATTACH BOTTOM TRACK TO FLOOR WITH
ST CTU O A T FOR
RU RE R TRAPEZE R
POWDER DRIVEN ANCHORS AT 11 OG
DUCT AND/OR PIPE WORK
FINISH FLOOR
NOTE: CEILING SYST M TO USED SHA CLASSIFIED AS
E E BE ED LL BE L ED
T I C
-HEAVY DUTY'. ALL CONNECTION DEVICES O BE B
4 T/8
- , APPROVED TY E AN HAVE lom CAPACITY
P D P
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WALL SECTION W/ SOUND INSUL.
s CEILING BRACING DETAIL
—
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20 GA 3 5/5' METAL STUD INC
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TO ROOF STRUCTURE AT 10'-0' OC
WH QUI
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r MAX.
8' MAX.
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EXTEND 24' FROM WALL
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0
ATTACHED TO GRID UNATTACHED TO GRID ,
ATTACHED WALL UNATTACHED WALL
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ANGER WIRE W/ STRUT
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4 RUBBER BASE-TYP.
Tis' ANGLE MOLDY-
ATTACH BOTTOM TRACK TO FLOOR WITH
POP -RIVET
2-
2
• ANG MOLDING
UNATTACHED � IS SIDE
POWDER DRIVEN ANCHORS AT 24' O.C..
EXPANSION JOINT
CARPET AND PAD
-
FINISH FLOOR -TOP OF SLAB
NOTE: CEILING SYSTEM TO BE U5ED SHALL BE CLASSIFIED AS 'HEAVY DUTY'. ALL
1
4 T/8'
CONNECTION DEVICES To BE IBC APPROVED TYPE AND HAVE 100'
CAPACITY
2
WALL SECTION W/ INS. THRU CEIL. _
6 CEILING SEISMIC JOINTS
-3SCALE1
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3082
MARTIN W. HANSON
CLA KA S, OREGON
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PROJECT #13100
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REVISION
DRAWN BY:
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DATE. 2/27/13
PERMIT/BID SET
TYPICAL STUD
TYPICAL TRACK -
INSTALL STUDS WITH SAME
DIMENSION (10 MIN.) FOR
i NIM
BR DG NG AI NT LG E
POWDER DRIVEN
ANCHORS AT 12 O.G.
RE
R STUD F ANG - -
PE D L E
4 WALL BA E T S DE AIL
SCALE 3" 1'-0"
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MARTIN W. HANSON
CLA KA S, OREGON
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DRAWN BY:
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DATE. 2/27/13
PERMIT/BID SET