Plans BtP2016 - 00058
01 00 00 GENERAL DATA a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS CONTINUOUS BRIGHT CHROME"J"METAL,5/16"X 3/8" (HEIGHT OF EXPOSED FACE)WITH CONCEALED LEG d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT
SCREWED TO THE WALL TO CARRY THE WEIGHT OF MIRROR. COMPLETION.
GENERAL REQUIREMENTS b. PLASTIC LAMINATES 6. GRAB BAR SATIN FINISH BOBRICK B-6806 SERIES TENANT IMPROVEMENT for
STRUCTURAL SPECIALTY CODE,AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY.
1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 17.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS BE
10 28 13 BREAK COUNTER HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL T68220U1003 WHERE POSSIBLE.
BLE. •(�/-
d. PAINT 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY #3082 , A
2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 10 44 16 FIRE EXTINGUISHERS REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM MARTIN W. HANSON
f. TOILET PARTITIONS
3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) THERMOSTATS AND BALANCE SYSTEM.
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED g. HARDWARE 18.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. ENVIRONMENTAL .
2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10.
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 3. EXTEND FINISH FLOORING UNDER ALL NEW CASEWORK. 19.WAREHOUSE HEAT: f1 CLA KAM S, OREGON,�
THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 11 00 00 EQUIPMENT t,�j O
4. PROVIDE VINYL TRANSITION STRIPS WHEREVER TWO DISIMILAR FLOOR MATERIALS MEET a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE �J (�`,
4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE 1. DISHWASHER: RE-USE EXISTING. IF EXISTING IS DEFICIENT USE GE GLDA690FWW WHITE,OR EQUAL ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. CONTROLS CORP ��?
EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(CERAMIC,QUARRY OR PORCELAIN) APPROVED BY PACTRUST. OF O�
DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO 09 21 00 GYPSUM BOARD 12 00 00 FURNISHINGS 20.EXHAUST FANS: 1H'
ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT
LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST),CLEANING AND ALL PREPARATION OF SUBSTRATE GENERAL 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. PROJECT NARRATIVE
SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. 4. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS, 100 CFM WITH A
5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. PROJECT CONSISTS OF MINOR REMODEL WORK TO 5,981 SF OF EXISTING OFFICE AND PROJECT # 16100
STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND 1. ADJUST EXISTING SPRINKLERS BELOW SUSPENDED CEILING PER CODE. SPRINKLER HEADS SHALL BE b. SINGLE FIXTURE RESTROOMS JANITOR'S CLOSETS OR SINGLE SHOWER O WAREHOUSE SPACE. THE TENANT CURRENTLY O
INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL ROOMS TO HAVE CEILING N LY CCUPIES THE SPACE. ROOMS 112, 113,
MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS.
6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. EACH SIDE AND OPPOSITE SIDES.. HARD CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO 114, 115 ARE STORAGE AND TESTING ROOMS FOR THE MANUFACTURE OF HVAC CONTROL ["'(
5. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN INSTALLATION. c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE SYSTEMS.WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALUMETAL STUDS,
7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING ROOFTOP MOUNTED EXHAUST FAN, FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, SUSPENDED CEILINGS, DOORS/FRAMES, PLUMBING,AND PAINTING. ALL WORK TO MEET
CARPETS. FINISH COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED. 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. W ML;
NO"OOPS RINGS ALLOWED".
8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 6. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- ADA REQUIREMENTS.
ROOF MEMBRANE TO MATCH THE EXISTING ROOF. COAT. PAINT AS INDICATED. 22 00 00 PLUMBING INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,WILL REQUIRE THE USE WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT ► * FEB 18 2016
7. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER GENERAL REQUIREMENTS OF A ROOFTOP MOUNTED FAN.
9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED METAL STUDS. CITY OF p
COMPANIES INCLUDE: 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN 21.HVAC TESTING. TIGAtRD
8. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT. QUIETJOINT SHH WHERE WALL OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. PLUMBING WORK 5UILDING
a. ARROW ROOFING, ALFONSO PEREZ (503)460-2767 MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. a. CONTROL SYSTEMS SHALL BE TESTED ENSURE THAT CONTROL DEVICES,COMPONENTS, FIRE PROTECTION SPRINKLERING DIVISION
2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL(1)MASTER SHUT OFF VALVE FOR EACH SET OF EQUIPMENT AND SYSTEMS ARE CALIBRATAT ED,ADJUSTED AND OPERATE IN ACCORDANCE WITH
b. PACIFIC ROOFING, GUY BELT (503)640-3163 9. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND RESTROOMS. LOCATE VALVE BEHIND HANDICAP TOILET IN MEN'S RESTROOM. APPROVED PLANS AND SPECIFICATIONS. HEATING, VENTILATION &AIR CONDITIONING WORK 9
c. GRIFFITH ROOFING, GREG STONE (503)643-1596 PATCH HOLES READY FOR PAINT. 3. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE
10.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 10.UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. INSULATED. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. I IGN
AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. WALL CONSTRUCTION MATERIALS 4. WATER HEATER(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V. PROVIDE HUB DRAIN AT c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND $U I LDI NG INFORMATION TENANT INFORMATION F4
11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 1. PROVIDE STUDS,TRACKS, BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE LOCATION. FILED WITH PACTRUST.
COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL 22.PROJECT CLOSE OUT DOCUMENTS REQUIRED: OWNER: PACIFIC REALTY ASSOCIATES, L.P. TENANT o
INSTALLATION. 5. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER
BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 15350 SW SEQUOIA PKWY#300 ENVIRONMENTAL CONTROLS CORP M
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CONTACT MER SUPPLY FOR
ACTIVITIES. 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. a. AutoCAD FILE SHOWING AS-BUILT INFORMATION.
12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE.
PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. AVAILABILITY,(503)236-4148. PORTLAND, ORE 97224
RESTROOM FACILITIES. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 6. FLOOR DRAINS SHALL BE INSTALLED IN TOILET ROOMS CONTAINING TWO(2)OR MORE WATER CLOSETS OR 2 OCCUPANCY AREAS& LOADS:
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THE F
S IN COMBINATION
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OR MORE WATER LETS AND URAL . LR SHALL SLOPE TOWARD THE FLOOR c. HARD COPY OF AutoCAD FILE ABOVE.
3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 (503)624-6300 (PHONE) B 3,231 SF 33 OCC � d-
13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT DRAIN. d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. = I- N
PSI)G6o. 503 624-7755 FAX S-2 2,750 SF 6 OCC
PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER ( ) (FAX) N
COMMON BUILDING AREA BE USED FOR STORAGE. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR 7• FLOOR DRAINS TO BE INSTALLED WITH PRIMER VALVE WITH ISOLATION VALVE. NO ATMOSPHERIC PRIMERS. e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. TOTAL 5,981 SF 39 OCC � r-
AN APPROVED EQUAL. DRAINS TO BE PRIMED FROM TOILET FIXTURES UNLESS APPROVED BY OWNER. PROVIDE A MIN.OF 12" O O� O�
14.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. ACCESS DOOR. 26 00 00 ELECTRICAL : DESIGN/BUILD BLDG.#: OBP I BLDG.#17 (1obp117) O kn
5. STANDARD GYPSUM BOARD SHALL BE TYPE W,5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM GENERAL NUMBER OF EXITS REQUIRED 0 . M r-
15.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. C-36. PLUMBING-REST ROOM FIXTURES(SINGLE OCCUPANCY) d �CONST.TYPE.: III-B B 1 EXITS �
16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 6. "THICK WITH TAPERED EDGES. CONFORMING TO ASTM 1. TOILET FLOOR MOUNT TANK TYPE TOTO CST744EL(SLAT ADA STALL)OR KOHLER CIMARRON K3496 1. ALL ELECTRICAL FEEDS TO OUTLET,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM CEILINGS U.N.O. 00W -,:I- d'
WATER RESISTANT GYPSUM BOARD SHALL BE 5/8
ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. EXCEPT FOR HORIZONTAL RUNS UNDER WINDOWS AND FIXTURES ON THE SAME STUD. S-2 1 EXITS V "N N
C-630. 2. AT BACK TO BACK TANK TYPE TOILET INSTALLATIONS US 3"VENT PIPE THROUGH ROOF. Z "c"o
17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING THIS BUILDING HOUSES VERIOUS SEPARATE TENANTS CONSISTING OF BOTH B AND S-2 3 Q ',
7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR TO 48"A.F.F. 3. TOILET SEAT: BEMIS 1955SSC OR OLSONITE 10SSCT SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. OCCUPANCIES AND IS CALCULATED AS NON-SEPARATED USES UNDER 2007 OREGON �j v� M cn
18.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES.(EXCEPTION:EXCEPTION AT q WALL HUNG LAVATORY TOTO LT307.4 O E.' O O
19.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. STRUCTURAL SPECIALTY CODE 508.3.2 N P4 ��
8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD%'THICK WITH SQUARE,REINFORCED, 5. LAVATORY FAUCET-DELTA 501 DST 3. PROVIDE UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. M O x
20.DRAWIN S M BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. ED-BUILT" SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. 6. SEALANT OF PLUMBING FIXTURES: EXIST BUILDING IS A SINGLE STORY BUILDING OF 22,467 SF, IS FIRE SPRINKLERED AND � - A'" p-+ w
DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED 4. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. METER
PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. a. ALL SEALANT SHALL MATCH GROUT COLOR AT TILE SURFACES. IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO HAS SEPARATION ON ALL SIDES OVER 20 FEET.
SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT.PACTRUST MAY HOLD 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. b. SUBMIT SEALANT COLOR PRIOR TO INSTALLATION FOR ARCHITECT APPROVAL FOR ALL OTHER TENANT'S MOVE-IN.
CONTRACTOR'S FINAL PAYMENT UNTIL"AS-BUILT"DRAWINGS AND O&M MANUALS HAVE BEEN RECEIVED APPLICATIONS. 5. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN PATH SHOWN ON PLAN EQUAL TO 1-FOOT
AND APPROVED. 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH CANDLE.
21.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, SYSTEM. PLUMBING-BREAK ROOM FIXTURES ACTUAL BUILDING AREA TOTALS
FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED WALL CONSTRUCTION EXECUTION 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. 6. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE HOUSING,
TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WITH BATTERY BACKUP:
1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING 2. BREAK ROOM SINK ELKAY GECR2521 B OCCUPANCY = 14,273 SF
WHETHER OR NOT SHOWN ON THE DRAWINGS. 7. WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE11
SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW 3. KITCHEN FAUCET DELTA 100-DST 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN. S 2 OCCUPANCY = 8,194 SF
22.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD TOTAL 22,467 SF W
23."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME MATERIALS LIGHTER THAN 18 GA. 4. 1/4"COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF a. TRANSFORMERS TO BE ENERGY STAR LABELED. r_
PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS REQUIRED. b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. 0
11
24.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS SOR LABS.SPLICE WITH STUD INSERTS. 23 00 00 HVAC : DESIGN/BUILD c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C ALLOWABLE AREA 0 1
FASTENERS SHALL BEAT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLTEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS O O
25.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION GAS METER OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM S-2 26,000 + (200% INCREASE FOR SPRINKLERS)=78,000 SF -"
3.
TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL o = P4 11
REPLACEMENT AT CONTRACTOR COST. IE APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR B 19,000 + (200/o INCREASE FOR SPRINKLERS)-57,000 SF �_ 11
REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE ASSEMBLY AND CASE.
JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE TO TENANT'S MOVE-IN. F'-'
CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS 9. FOR FLOOR POWER AND DATA ACCESS IN BUILDINGS WITH ACCESS BELOW FLOOR,USE WIREMOLD RC7 � �
STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP HVAC-BID PROCEDURE `�
DIRECTED AT CONTRACTOR'S COST. FLUSH POKE-THRU SERIES OR EQUAL. FOR SLAB ON GRADE INSTALLATIONS USE RACO#5511,2 AT EACH
AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG LOCATION TO SEPARATE POWER AND DATA WITH 1"CONDUIT FOR POWER AND 2"CONDUIT FOR DATA.
26.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. 1. FORBIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN �
4, [� I-
PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR PROPER WORKING ORDER. 10.TELECOMMUNICATION SYSTEM BY FUTURE TENANT.
SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE .THE PROJECT2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH 11LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGSC7
COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. UNIT . . 0
5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) 12.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. Z
27.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 3. LIST TONNAGE OF EACH UNIT. 13.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT Q
CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER HVAC-DESIGN PROCEDURE /�J
LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND [ T JF",� �
INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THAY OPERATE
CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE 7. FINISH QUALITY: LISTED BELOW. IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. ` )
APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY AREA PROCESS TRADE NOMENCLATURE 14.REQUIRED IN DIVISION 15,PROVIDE MONITORING OF HVAC EQUIPMENT PER CODE. 4 Q
THE ARCHITECT PRIOR TO INSTALLATION. PRIOR TO AWARD OF CONSTRUCTION CONTRACT, H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR ,A
WAREHOUSE TAPE/FINISH COAT* TIGHT DOUBLE REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH 15.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA \ �NjERSTA, f
28.000RDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. E 5 F
OFFICE/OTHER AREAS TAPE/2 FINISH COATS*/ SMOOTH FINISH TAPED BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. m
INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. INCLUDE THE FOLLOWING: a
USG"FIRST COAT" *SAND AFTER TAPE 1 FINISH COAT(S) 16.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE r� a 8 g
GENERAL a. DUCTING AND SIZES F \ O
8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS o N 14
1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR OFFICE LIGHTING
LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING 9 oyf E K osw m
DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX T THE SPACE ABOVE THE CEILING. A SECTION
TO INSTALLATION OF NEW FLOORING. SHOWN ON PLANS. _ A 3 o r0 S
b. SUPPLY AND RETURN LOCATIONS AND CFM e 9 t t EXIT yxeo
09 53 00 SUSPENDED ACOUSTICAL CEILING c. ROOF EQUIPMENT,SIZES AND LOCATIONS � °s ALeM A
2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH f 7 .. 1
d. UNITS REQUIRING DUCTED SMOKE DETECTION 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT AS NEEDED 9� v
A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. �� � � t4 OREGON
POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 2. OFFICE LIGHT FIXTURES-LITHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE OR EQUAL.(NO SYLVANIA 1 s 2 e
2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING BALLASTS) BUSINESS
01 23 00 ADD ALTERNATE PRICING REQUIRED SYSTEM, INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS 1 PARK I
1. PROVIDE SEPARATE COST TO INSTALL A SUSPENDED CEILING IN STORAGE 115 TO INCLUDE LIGHTS, 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. g' �
ZONE DIAGRAM 3. REST ROOM-WALL MOUNTED LIGHT FIXTURE(CLASS ASPACES)- PEERLESS CRW1-2 54TSH0 SPR 277 GEB10 8 1 s z 15 L^J
SPRINKLERS,AND HVAC. (1SE EMERGENCY MODULE PER PLAN)
4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO HVAC DESIGN STANDARDS 4. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L06 AR LD 277 TRW
01 73 29 CUTTING AND PATCHING INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE THE FOLLOWING ARE MINIMUM DESIGN STANDARDS:
1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK SPRINKLERS BUILDING LOCATION
BEING UNDERTAKEN. 5. PRODUCTS: 1. 350 SQUARE FOOT PER TON. F__�2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE AS WELL AS CRITERIA PROVIDED TO PACTRUST BY
3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED. b. TILES-ARMSTRONG FISSURED ITEM#705,24 x 24 x 5/8"W/ANGLED TEGULAR EDGE TENANT PRIOR TO CONSTRUCTION: 1 LOCATION MAP z
a. EXTERIOR EXPOSURE AREAS A-1 NOT TO SCALE
4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT c. ACCESSORIES-MANUFACTURERS'STANDARD b. INTERIOR AREAS,SIZE AND USE ��1
ff)
SURFACES TO THE FULLEST EXTENT POSSIBLE 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE c. CONFERENCE/TRAINING ROOMS W
5. PATCH WITH DURABLE, INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. CONDITION SO THAT CEILING TILES LAY FLAT. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION
6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH 7. AT CEILINGS OVER 144 SF PROVIDE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. AREA OF WORK
AND 24-HOUR USE. 'i z. 3 (a; s s', i a ,- +o i?
MIN.6"PENETRATION INTO EXISTING CONCRETE AND MIN.OF 6"EXPOSURE INTO POUR BACK.CENTER J
8. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE -' - `-
DOWEL IN SLAB DEPTH. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. _ c o T'5 nC - 0 1c-.�A 7;.v
_g_°j -_ .___._ _� 39TSA �__ �- - ....
ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. ,a
PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. _. -
7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECT'S OPINION AND REPLACE AT NO 9. PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE I
ADDITIONAL COST. NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT ZONES. ,'; -
02 07 25 PRECAST DRAIN FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. !" -
4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. s,.I _....
10.PROVIDE RIGID STRUTS TWELVE FEET ON CENTER EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER 4
1.POLYDRAIN,MANUFACTURED BY ABT,WITH PERFORATED HEEL-PROOF GRATE IN PEDESTRIAN AREAS AND 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. ,, I Q
SLOTTED STEEL IN TRAFFIC AREAS. FULLY EMBED IN CONCRETE WITH EXPANSION JOINT ON EACH SIDE. EDGE. INSTALL SWAY BRACING EACH STRUT ALONG FIXED EDGE IN ALL FOUR DIRECTIONS c O
6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 !
! A d
FOLLOW MANUFACTURERS'PRINTED INSTRUCTIONS. 11.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. TONS SHALL HAVE SPECIAL APPROVAL BY BUILDING OWNER. °. 'I I ? C/� W N
07 00 00 THERMAL& MOISTURE PROTECTION 12.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. ( V/ > t--
7.
HVAC UNITS WITH EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BEg�4
1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. 13.BENT OR DAMAGED T-BARS TO BE REPLACED. CONNECTED TO A MONITORING STATION WITHIN THE BUILDING. y uu z
2. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. 14.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS e I 1� 4 Q O
ACCEPTABLE. SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON STRUCTURAL CALCULATIONS BY ENGINEER.
3. AT ALL UN-USED EXISTING ROOF PENETRATIONS,REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. N
09 65 SEALS HREEEDIGESNOT FLOORING iN SHEET
TO THOEO CONCRETE FLOOR WITH A CONTINUOUS BEAD OF 9' CURBS: 14"CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS BELOW F o1 ! 0 (� z
08 10 00 DOORS AND WINDOWSVINYL ROOFING. I �
1. RE USE EXISTING DOORS AND FRAMES WHERE POSSIBLE i z
APPROVED SEALANT. SET THE 4"VINYL COVE BASE INTO A FRESH BED OF SEALANT TO SEAL THE BASE TO a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF W 0 CO a
2. APPROVED DOOR, FRAME,AND HARDWARE SUPPLIERS INCLUDE: THE SHEET VINYL. MITER THE CORNERS AND APPLY A BEAD OF SEALANT TO SEAL THE JOINT. CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. U U � �
a. BAXTER AND FLAMING. (503)225-0486 09 91 23 PAINTING b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. c; -- L=_�� --- a c
Ln O
b. D&D DOOR (503)205-5533 INTERIOR: c. CONDENSATE MUST BE TRAPPED AT UNIT. C/� 4� 0 ,_.., p-,
c. BENSON INDUSTRIES (503)907-2200 1. WALLS: 7. SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD.
d. GRANT SUPPLY (360)887-0647 a. PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD"SUPER SEAL"PRIMER. 8. ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN REVISION
INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND
3. DOOR AND RELITE FRAMES SHALL BE WESTERN INTEGRATED MATERIALS(WIM)OR APPROVED. SUBMITTAL b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR CLAMPED(S.S.WORM GEAR).
REQUIRED PRIOR TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR.EXTERIOR 4480 WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S S/G LATEX ENAMEL. 2 BUILDING PLAN
DOORS AND FRAMES TO BE HOLLOW METAL. FRAMES OF ONE-PIECE WELDED CONSTRUCTION, 14-GA.GALV. 9. ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND
SHEET STEEL. DOORS,SDI-100,GRADE II,SEAMLESS EDGES, 16 GA.GALV.SHEET STEEL. FABRICATE DOORS 2• DOORS AND FRAMES: CORROSION WITH OIL BASED PAINT(COLOR GREY). 1.
AND FRAMES WITH HARDWARE REINFORCING WELDED IN PLACE. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL. 10.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND A-1 SCALE 1" =50' 2
4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH RADIUS MANUFACTURER'S GUIDELINE.
FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL. 11.ECONOMIZER TO MEET CODE AND AS FOLLOWS: 3.
5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. c. NEW WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER.
6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. PAINTER'S PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEXb. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. `'`Z'r'if 07+ v` 4.
CAULK,AND FINISH WITH SATIN OIL ENAMEL. tiRD
7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. d. EXISTING WOOD-PREP,REPAIR IMPERFECTIONS,PRIME AS REQUIRED,AND REPAINT WITH SATIN OIL c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. REVIEWED FOR CODE COMPLIANCR` 5.
8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR ENAMEL. IF FINISH IS NOT PAINTED,TOUCH UP STAIN,SEAL AS REQUIRED,AND RE-VARNISH WITH SATIN d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. � y
HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH VARNISH. Approved: I �J 6.
APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 12.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS.
SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 3. CEILINGS: OTC:
PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO 13.DROP CANS TO FULL SIZE OF UNIT CURB OPENING. MINIMUM EI GAUGE WITH SUPPLY AIR. EDGES OF SUPPLY 7
SAMPLE. ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480. AIR SEALED. DROP CANS TO BE EXTENDED TO WITHIN 2'OF CEILING. Permit#• (✓ _U_
9. ALL INTERIOR GLAZING SHALL BE TEMPERED. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE 14.DISTRIBUTION DUCTWORK: Address!• 8.
a. SPIRAL ONLY IF EXPOSED.
10.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP WITH MILLER'S 6200 OR 4480. Suite *
FINISH FOR AS NEW LOOK. 4. GENERAL NOTES: b. 26 GAUGE OR TO SMACNA STANDARDS IF PIPE IS CONCEALED ABOVE DROP OR HARD CEILING. _
11.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER
c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH By: Date: DRAWN BY:
SPRAY. MINIMUM R4.2 INSULATION WITH FSK BARRIER. (� R.M.T.
12.0 THICK; D DOORS; LIFT O DALTON THERMOSITH 125,EXTERIOR WHITE/STUCCO. FLUSH STEEL INSULATED, d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD (ir //�/��
2"THICK;STANDARD LIFT OPERATING STYLE WITH TRACK AND HARDWARE. OPERATION;PULL ROPE FOR b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. t /
DOORS TO 10'TALL,CHAIN HOIST FOR TALLER DOORS. HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE C61--c ,
7o--
c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND CLAMP. C���C� COPY DATE: 2/3/16
13.Ta. E UP EXISTING OVERHEAD DOORS FOR ISMOOTH INCLUDES: OF EACH DAY.
�1
e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45
ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S ERS SPECIF CATIONS. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING PERMIT/BID SET
DEGREES.
b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES.
f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH.
c. REPLACE BENT TRACKS AND PANEL SECTIONS. e. PROTECT WORK OF OTHER TRADES. g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING.
d. REPLACE ROLLERS AND HINGES AS NEEDED. f. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. 15.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER.
A
e. REPLACE ROPES AS NEEDED. 10 00 00 SPECIALTIES 16.DIFFUSERS: CITY C`- TIGARD
f. LUBRICATE ROLLERS 10 28 13 REST ROOM ACCESSORIES(SINGLE OCCUPANCY) a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN A
( ) pprovcs , planning
09 00 00 FINISHES 1. PAPER TOWEL DISPENSER,SURFACE MOUNTED(ONE PER REST ROOM)BOBRICK B-262 TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL.
GENERAL 2. SURFACE WALL MOUNTED SOAP DISPENSER BOBRICK B-4112(use with wall hung sink) b. GYP.BD.CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE-DESIGN Date:c. ���� IIIIIIIIIIIIIIIIIIIIII
1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. 3. SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER BOBRICK B-2888 TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F.
ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT/OR NEAR CLOSEST -/d-
Initials: `/
2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: 4. SURFACE MOUNTED TOILET SEAT COVER DISPENSER BOBRICK B-4221 WYE BRANCH. BUILDING DEPARTA7ENT USE
5. MIRROR STANDARD SIZES 1/4"PLATE MIRROR WITH EDGES"FLAT GROUND"BOTTOM EDGE SUPPORTED BY A
YD
p DOOR SCHEDULE
.........._.. _ ___..- - --------------- - - DOOR DATA FRAME DATA HARDWARE
— --- --__ - ----- #3082
® - �— Fire Rating - f - - Remarks Mark MARTIN W. HANSON
Mark Door Size Thk Core Veneer Finish Hand Type Frame Depth Hardware Manufacturer Finlsh Function
--
110 3'-0 x 9-0' 1 3/4 SC SAPELE CHERRY Left O WIM 4 7/8" 110
LEVER/LOCK OCK SCHLAGE 605 POLISHED BRASS AL40S RELOCATED DOOR/FRAME-NEW LOCKSEi
112A 3'-0"x 9-0' SCHLAGE 605 POLISHED BRASS AL10S -- ,112A GSA KAM S, OREGON
SC BIRCH CHERRY Right • WIM 7 1/4 LEVER LATCH
- I g O WIM 14 7/8" !LEVER LATCH SCHLAGE 605 POLISHED BRASS AL10S -- 112B
i 112B 3'0'x9-0' ,I , , '
1 3/4" _
113 3-0"x 9-0 1 3/4 SC BIRCH CHERRY Left t O WIM 4 7/8 LEVER LATCH I SCHLAGE 605 POLISHED BRASS AL10S -- 1113
T AL10S -- 114
114 3'-0"x 9'-0' 1 3!4' !SC BIRCH CHERRY Left • WIM 4 7/8" LEVER LATCH SCHLAGE 605 POLISHED BRASS OFn
CONFERENCE - 11
115 3'-0"x 9'-0 1 3/4" SC SAPELE CHERRY Left • WIM 4 7/8" LEVER/LOCK SCHLAGE 605 POLISHED BRASS !AL53PD - 115
102 RECEPTION116 !4'-0"x 9'-0" 1 3/4" SC SAPELE CHERRY ,Left O WIM 4 3/4" LEVER/CLOSER SCHLAGE 1605 POLISHED BRASS IND10S RELOCATED DOOR/FRAME 116
100
PROJECT # 16100
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3 RESTROOM / BREAK ROOM PLAN 4 RESTROOM ELEVATIONS w z
_ iCE>ILING AND NDE_ A-2 SCALE 1/4" = 1'-0" A-2 SCALE 1/2" = 1'-0" W 4
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_ _ EXISTING TO BE REMOVED RETURN DUCT
2 X 4 FLUOR.FIXTURE
® n�3 NEW STANDARD WALL PARABOLIC LENS/STEADY BURN BALLIST ® EXHAUST FAN
-- -- — - - _ _� _ --- - --- - - DRAWN BY:
NEW CEILING GR!D Rc,O,✓E GYP BOARD ❑ A 3 NEW STANDARD WALL WITH INS. 2-TUBE T-8 WAREHOUSE FLUORESCENT TILE SPRINKLER HEAD R.M.T.
EXTEND H✓AC O NEW C-E LINE AND INSTALL NEW FIXTURE
cFFIGES 5u5PENDED CEILING ® NEW STANDARD WALL WITH INS.TO 12"TO ROOF STRUCTURE B EXIT SIGN(LED RED)
5Y5TEY AND LIGHT.KG. a-3 RECESSED LED DOWN LIGHT(TYP.) DATE: 2/3/16
i DUPLEX RECEPTACLE o ELECTRICAL PANEL
$ STANDARD SWITCH PERMIT/BID SET
2 REFLECTED CEILING PLAN "
FOURPLEX RECEPTACLE uO POWER J-BOX ® OCCUPANCY SWITCH
A-2 SCALE 1/8" = 1'-0" DQ 0 CEILING OCCUPANCY SENSOR
DEDICATED OUTLET ® FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA
2 X 2 SUSPENDED CEILING SYSTEM:
ATTACHED EDGE H ! ® EXISTING ELECTRICAL TO REMAIN FeR FIRE EXTINGUISHER IN RECESSED CAB.
f SEISMIC EXPANSION JOINTS / FLOOR MONUMENT W/SERVICES SHOWN FEs FIRE EXTINGUISHER-SURFACE MOUNTED
1
UNATTACHED EDGE SPECIAL OUTLET THERMOSTAT
GRID MAIN
TEL/DATA MUD RING WITH PULL STRING
FLOOR AND/OR ROOF STRUCTURE
ARMSTRONG BERC2 CLIP(AS ALTERNATE MEANS OF CONSTRUCTION
FOR THIS PROJECT.)
� #3082
20 GA 3 5/8'METAL STUD BRACING TO ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE PERIMETER MARTIN W. HANSON
ROOF STRUCTURE AT 10'-0"OC WHERE APPROVED VERTICAL STRUT AT 12'-0'O.C.EA.WAY BEGINING WITHIN
REQUIRED 6'-0"OF THE PERIMETER OF EACH CEILING SECTION.SEE STRUT DETAIL
STRUTS AT FIXTED EDGES NOT ATTACHED TO THE BUILDING TO
C LA KAM S, OREGON
TYPICAL STUD HAVE 4 WAY LATERAL BRACING FROM THE MAIN RUNNER TO THE �J �O
EXISTING SUSPENDED CEILING BUILDING STRUCTURE ABOVE. `T
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RACO STYLE RECESSED OF
i REVEAL HEADER. CONCEPT
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PROJECT # 161 00
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3-5/8"MTL.STUDS @ 24"O.C. DIMENSION
BRIDGING ALIGNMENT
5/8"GYP.BRD.BOTH SIDES
o CENTER LINE OF STUD 8" CROSS MEMBERS BETWEEN MAIN
a� MAX RUNNERS
Aff6'-0"MAX MAIN RUNNERS AT 4'-0'O.C. I�
SUPPORT WITH#12 WIRE AT 4'-0'O.C. IF��11
POWDER DRIVEN OR WITH#10 WIRE AT 5'-0"O.C. u�/
I ANCHORS AT 12"O.C. COUNTERSLOPE HANGERS IF MORE W
i THAN 1:6 OUT OF PLUMB
4"RUBBER BASE-TYP. (1)#10-16 SCREW SECURE ALL HANGERS TO BLDG.
i ATTACH BOTTOM TRACK TO FLOOR WITH PER STUD FLANGE STRUCTURE A TRAPEZE FOR
DUCT AND/ORR
POWDER DRIVEN ANCHORS AT 12"O.C. PIPE WORK
FINISH FLOOR NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY'. ALL O p
CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY
478"
1 TYPICAL WALL SECTION s WALL BASE DETAIL 9 CEILING BRACING DETAIL
A-3 SCALE 1" = 1'-0" A-3 = A-3 NOT TO SCALE 0.4 SCALE 3 1 0 O cv
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REVEAL HEADER. CONCEPT
WALLS#1-487RDT RECESSED REVEAL
HEADER. CONCEPT SUSPENDED CLG ASSEMBLY ARMSTRONG BER02 CUP ° °p ARMSTRONG BERC2 CLIP
3-1/2"BATT INSUL WALLS#1-487RDT ATTACHED TO GRID UNATTACHED TO GRID
ATTACHED WALL UNATTACHED WALL W
3-5/8'MTL.STUDS @ 24"O.C. 45" HANGER WIRE 8'MAX AND SPLAY WIRES PER
HANGER WIRE W/STRUT ® "�
5/8"GYP.BRD.BOTH SIDES C�.
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POP-RIVET
20 GA 3 5/8"METAL STUD BRACING CROSS TEE MAIN BEAM CROSS TEE
of
TO ROOF STRUCTURE AT 10'-0"
OC W/(2)#8 SHEET METAL T^ Q
0 0 0 0 0 0 0 0 0 0
SCREWS AT EACH END. BRACING dl0000000040 2 -- - - - - 00000000000000 1_
3-1/2"BATT INSUL.IN SOUND ATTENUATION WALLS TO BE PROVIDED WHERE DISTANCE FREE END FIXTED END r-
BETWEEN PERPENDICULAR INTERSECTING 1" (FULL 24"TILE SECTION)
4"RUBBER BASE-TYP. 7/8'ANGLE MOLDING --►
ATTACH BOTTOM TRACK TO FLOOR WITH WALLS OR HORIZONTAL BRACING p" 2'ANGLE MOLDING
' BETWEEN WALLS EXCEEDS 12'-0"OC POP-RIVET
POWDER DRIVEN ANCHORS AT 12"O.C. UNATTACHED THIS SIDE
FINISH FLOOR EXPANSION JOINT Q
NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS'HEAVY DUTY". ALL
4 7/8" CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY U
2 WALL SECTION W/ SOUND INSUL. 6 WALL BRACING DETAIL to CEILING SEISMIC JOINTS a
A-3 SCALE 1" = V-0" A-3 SCALE 3" = 1'-0" A-3 SCALE 3"= 1'-0"
a
RACO HEAD
10'MAX SPAN 5/8"PLYWOOD DECK WITH SHEET
METAL SCREWS OVER AREA
INDICATED ON PLAN o
8005250-54 METAL STUDS AT 16" o
O.C.,ALIGN WITH WALL STUDS 01 6'
F.G.INSULATION METAL CEILING STUD LOAD CHART 2-0" v LITE KIT WHERE SPECIFIED
MAX.SPAN 110,
MAX.SPACING 16" w
MAX.POINT LOAD 375 LB/STUD /
5/8"GYP.BRD. SUSPENDED CEILING
I 362S137-33 METAL STUDS AT 16"O.C. z oz
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4"RUBBER BASE-TYP. OUTw OR TLET w ~ c~n v c '> �
6"MIN.BASE i \ 3 "�
ATTACH BOTTOM TRACK TO FLOOR o co z
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WITH POWDER DRIVEN ANCHORS AT —� o , 0 N O
FOR MATERIAL 12"O.C. z Q
FINISH FLOOR UNDERCUT DOOR AS o -' ~ o
FINISH FLOOR-TOP OF SLAB o REQUIRED TO CLEAR °D cOo cor (o m � Z �
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REST ROOM SIDE OFFICEIDE FLOOR FINISH
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3 REST ROOM WALL SECTION 7 MOUNTING HEIGHTS W o i
A 3 a
SCALE 1 - 1 -0 A 3 SCALE 1/2 - 1 -0
REVISION
20 GA 31/2"METAL STUD BRACING TO ROOF
1
STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE
ABOVE FOR WALLS LONGER THAN 12'-0'WITHOUT 2.
INTERSECTING WALLS. FASTEN EACH END WITH(1)
j #8 SHEET METAL SCREW WHERE REQUIRED 3.
4.
op �J S.
v Q O
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SUSPENDED CEILING 7.
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ISOAP PAPER TOWEL SAN.NAP. PAPER TOWED RECESSED 8.
31/2'MTL.STUDS 16"O.C. DISPENSER DISPENSER DISPENSER DISPENSER/ TOWEL
5/8'TYPE X GYP.BRD. DISPENSER
LU) IuI BOTH SIDES SCREW ATTACHED
1 U
CENTER LINE OF STUD
w
DRAWN BY:
R.M.T.
o oZ
DATE: 2/3/16
g — IUl � — PERMIT/BID SET
Z o 0 0
LU z z y R-11 BATT INSULATION
0 4°RUBBER BASE TYP. M o wp ca
ATTACH BOTTOM TRACK TO FLOOR WITH c9 0
POWDER DRIVEN ANCHORS AT 12"O.C.
FINISH FLOOR SEAT COVER TOIL.PAPER/ GRAB BAR MIRROR
DISPENSER SEAT COV.DISP./
WAREHOUSE OFFICE SAN.NAP.
DISPOSAL
4 OFFICE TO WAREHOUSE SEP. WALL 12 ACC. - MOUNTING HEIGHTS
A-3 SCALE P = 1'-0"
A-3 NOT TO SCALE
i