Plans (19) BUP2020 -00101
TENANT IMPROVEMENT 5'���ED A�Qcyi
\ MICHAEL
for w WIRE IbTHWANG
RECEIVED �� PORT LAND,OREGON
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PACTRUSTCITYAPRt209 5OF T1GA8 FD �F 0 F
BUILDING DIVISION
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TENANT:
SPEC OFFICE VACANCY
15333 S.W. SEQOUTA PKWY., #100
PORTLAND, OR 97224
PROJECT NARRATIVE
PROJECT CONSISTS OF REMODEL AND DEMO WORK TO 9,848 SF OF EXISTING
OFFICE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DEMOLITION OF p
EXISTING WALLS, CEILINGS, LIGHTING AND RESTROOMS FACILITIES.NEW WORK C)
co
SHALL INCLUDE NEW WALLS, CEILINGS, LIGHTING AND RESTROOM FACILITIES. k
CONSTRUCTION CONSISTS OF METAL STUDS, SUSPENDED CEILINGS,
DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA REQUIREMENTS. Y
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WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT 0 C14
FIRE PROTECTION SPRINKLERING 0 D _ p to
HEATING,VENTILATION &AIR CONDITIONING WORK wLo
ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE L-- to d M
PLUMBING Z 4 V�
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BUILDING INFORMATION TENANT INFORMATION o)
OWNER: PACIFIC REALTY ASSOCIATES, L.P. SPEC OFFICE VACANCY O1
15350 SW SEQUOIA PKWY#300
PORTLAND, ORE 97224 OCCUPANCY: B m
M
(503)624-6300 (PHONE) FLOOR AREA: 9,848 SF TOTAL N
(503)624-7755(FAX) U
a
BLDG.#: PCC BLDG. 5 (pcc228)
CONST.TYPE.: II-B
THIS BUILDING HOUSES VARIOUS TENANTS INCLUDING THIS TENANT. THE EXISTING
BUILDING IS A SINGLE STORY BUILDING OF 22,500 SF AND IS FULLY SPRINKLERED.
THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST 72 FEET.
ALLOWABLE AREA
ALLOWABLE AREA 23,000 SF (OSSC 2014 TABLE 503)
SPINKLER INCREASE-200% 46,000 SF (OSSC 2014 506.3)
TOTAL ALLOWABLE AREA 69,000 SF
.o ERI M CODE SUMMARY
+s m +3 15 ,$ ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL
I I I I 7e CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO:
a 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC)
+ d +' I ' • 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC) u
• 2017 OREGON PLUMBING SPECIALTY CODE (OPSC)
• 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC)
• 2019 OREGON FIRE CODE (OFC)
a ASCE-7-10
g ® 1� 4\ 1ICC/ANSI A117.
+0 ENERGY
• 2019 OREGON ENERGY EFFICIENCY SPECIALTY CODE
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THE ISSUAN"';F OF A PERMIT U Z
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REQUIRING T'
OF ERRORS. G� DATE: 4/10/20
SPACE PLAN
REVISION
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OFFICE COPY 3.
CITY OF TIGARD
4.
REVIEWED I.Oii Ctillli COMPLIANCE
Approved:'-f"i I 5.
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Address: 8'
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By: Date:
DRAWN BY:
CITY OF TI GARD
FMAppr®Ved by Planning
Date: 41 (5 122)
- �- - - - - - - - - - Initials: P
SUBJECT A� O
2 BUILDING PLAN "
A-O BUILDING DEPARTMENT USE
SCALE 1" = 30'
01 00 00 GENERAL DATA 09 21 00 GYPSUM BOARD b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE b. SUBMIT SEALANT COLOR PRIOR TO INSTALLATION FOR ARCHITECT APPROVAL FOR ALL OTHER b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS I
ED
GENERAL REQUIREMENTS GENERAL WITH MILLER PAINT 6200 OR 4480. APPLICATIONS. AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1"CONDUIT FOR POWER AND 2"CONDUIT FOR V� Q�
4. GENERAL NOTES: PLUMBING-BREAK ROOM FIXTURES DATA. of /r
1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. ` y
STRUCTURAL SPECIALTY CODE AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER 1. BREAK ROOM SINK ELKAY ELUHAD211555(UNDER COUNTER MOUNT)
DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS.AND SPRAY. 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. _ MICHAEL
2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 2. KITCHEN FAUCET-AMERICAN STANDARD COLONY SOFT SINGLE CONTROL FAUCET#4175.500
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. 14.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN BUILDING AREAS 5,000 SF AND LARGER. I� WIRE IGTHWANG
EACH SIDE AND OPPOSITE SIDES.. 3. INSTANT HOT WATER DISPENSER INSINK-SINKMODEL#H770SS C-1
3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND 4. 1/4"COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF 15.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP.
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. RAGS AT THE END OF EACH DAY. REQUIRED. _ 16.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE UPON OMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING JANITOR CLOSETS AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND CPI
THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH �'iI i.AN, .APING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE PORTLAND,OREGON O
4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE COAT(LEVEL 3 FINISH). PAINT AS INDICATED. 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. 9 5851
EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER PROT T WORK OF OTHER TRADES. /`
2. JANITOR FLOOR SINK-MUSTEE 63M MOP SERVICE BASIN 24'X 24'X 10'OR SWAN MS2424 24"X24'. 17. ALUNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA /
T REMOVE L F
DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO METAL STUDS. I. PROVIDE'WET PAINSIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. O� O
ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL EXTERIOR: 3. JANITOR FLOOR SINK FAUCET-CHICAGO FAUCETS 897 OR AMERICAN STANDARD 8344.112. BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH.
LEFT IN THE TENANT SPACE NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE 4PROVIDE F.R.P.BEHIND JANITOR SINK AND ONE FOOT BEYOND ON EACH SIDE. 18.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE
SURFACES PRIOR TO INSTALLALA .TION,AS WELL AS FINAL CLEAN UP. MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. 1. WASHING: DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION
8. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND a. ALL SURFACES TO BE PAINTED ARE TO BE PRESSURE WASHED USING A PRESSURE WASHER WITH A PROJECT CLOSE OUT DOCUMENTS REQUIRED: OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING
STANDARDS
FOR
F ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS
5. IT THE I THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING PATCH HOLES READY FOR PAINT. MINIMUM PRESSURE OF 2500 PSI. 1. PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION.INCLUDE THE FOLLOWING: OFFICE LIGHTING
OR
INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR b. ALLOW TO DRY THOUROUGHLY a. DIMENSIONS (HORIZONTAL AND VERTICAL)OF BUIRED PLUMBING LINES INSTALLED OR DISCOVERED BY 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835.
6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. PAINT 2. DO NOT PAINT OVER DIRT,RUST,SCALE,GREASE,AND MOISTURE. SCRAPE ALL SURFACES TO REMOVE ANY THIS CONSTRUCTION. 2. REST ROOM-WALL MOUNTED LIGHT FIXTURE-MARK ARCHITECTURAL LIGHTING SLOT 2 LED,S2LWID 8DCRI
7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING 8. UPON REMOVAL OF WALL BASE, REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. SCALE. b. LOCATION OF SHUT OFF VALVES 35K 40OLMF 180CRI 135K I60OLMF AS NODIM SCT EGLD MVOLT WHT NS SNS TNS DPL.
CARPETS. WALL CONSTRUCTION MATERIALS 3. ALL IRREGULAR SURFACES TO BE FEATHERED OUT AT EDGES BY SANDING. 23 00 00 HVAC : DESIGN/BUILD 3. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L06 AR LD MVOLT TRW(IP55 LENS)
8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 1. PROVIDE STUDS,TRACKS, BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 4. ALL METAL SURFACES WITH VISIBLE SOILING TO BE WIPED WITH APPROPRIATE THINNER TO CLEAN. GAS METER 4. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL
ROOF MEMBRANE TO MATCH THE EXISTING ROOF. INSTALLATION. 5. SPACKLE ANY IMPERFECTIONS IN SURFACE WITH EXTERIOR SPACKLE,SPOT PRIME PRIOR TO INSTALLATION 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. MOUNT. SEE PLAN FOR EGRE PATH. USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS
9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL OF FINISH COATS. METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR ACCEPTABLE.
COMPANIES INCLUDE: PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. TO TENANTS MOVE-IN. 5. LIGHT SWITCHES:ACUITY CONTROLS PRESET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO
a. ARROW ROOFING, 503-460-2767 DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 6. CAULK SEAMS AT JUNCTION OF ADJOINING SURFACES WHERE OPENINGS ARE VISIBLE TO THE EYE.
3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 7. CONCRETE WALLS: ..- HVAC-BID PROCEDURE 'VACANCY'AND TO TURN NAT LAST DIM LEVEL.
b. ROOF TOPPERS,360-574-7248 a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD
PSI)G80. a. NEW-PRIME WITH KRILL PRIMER SEALER AND FINISH WITH HIGH SHEEN KRILL TO ACHIEVE UNIFORM 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN
c. GOT YOU COVERED ROOFING,503-975-9136 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR COVERAGE. PROPER WORKING ORDER. b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD
10.CONTRACTOR MAY SUBMIT ALTERNATE ROOFING CONTRACTOR TO BE REVIEWED AND APPROVED BY AN APPROVED EQUAL. b. EXISTING-SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH TO HIGH SHEEN KRILL TO ACHIEVE 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD -
PACTRUST PRIOR TO CONSTRUCTION 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8'THICK WITH TAPERED EDGES CONFORMING TO ASTM UNIFORM COVERAGE UNIT
EXTERIOR LIGHTING
11.VERIFY WITH BUILDING OWNER ANY ROOF WARRANTY REQUIREMENTS C-36. 8. E.I.F.S.: 3. LIST TONNAGE OF EACH UNIT. 1. ENTRY LIGHTING AT RECESSED OPENINGS: LITHONIA LF6N,26DTT LAMP,F60SA RELFECTOR.(EMERGENCY
12.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8'THICK WITH TAPERED EDGES. CONFORMING TO ASTM a. NEW-PRIME WITH KRILL PRIMER SEALER AND FINISH WITH HIGH SHEEN KRILL TO ACHIEVE UNIFORM HVAC-DESIGN PROCEDURE BATTERY PACK OPTION EL) p
AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. CF30. COVERAGE. 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS 4t
13.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR b. EXISTING-SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH WITH KRILL FLAT TO ACHIEVE UNIFORM LISTED BELOW.
COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. COVERAGE 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR
BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION (EXCEPTION: EXCEPTION AT LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) 10 00 00 SPECIALTIES REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH Y
ACTIVITIES. 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD'IV THICK WITH SQUARE,REINFORCED, NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE.
14.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. INCLUDE THE FOLLOWING: a- N
RESTROOM FACILITIES. Q N
9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. 10 28 13 REST ROOM ACCESSORIES(MULTI OCCUPANCY) e. DUCTING AND SIZES I.
15.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. 1. PAPER TOWEL DISPENSER AND WASTE SEMI RECESSED(SEE PLAN FOR QUANTITY))BOBRICK B-3944 b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFFUSER -11-a-11-aU m
PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 0�
COMMON BUILDING AREA BE USED FOR STORAGE. 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH 2. PAPER TOWEL DISPENSER AND WASTE(SEE PLAN FOR QUANTITY)GEORGIA PACIFIC ENMOTION STAINLESS c. UNITS REQUIRING DUCTED SMOKE DETECTION U' O O LO
SYSTEM. STEEL RECESSED AUTOMATED TOUCHLESS TOWEL DISPENSER#59466 W/AC POWER ADAPTOR WITH
16.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES, ETC.)AT ALL TIMES. STAINLESS STEEL TRASH RECEPTACLE#59491.SET TOWEL LENGTH TO MAXIMUM. d. THERMOSTAT LOCATIONS AND ZONEMNIT ASSOCIATED THEREWITH M �
WALL CONSTRUCTION EXECUTION L- 0 co �
17.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. e. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS
3. TOILET PARTITIONS:POWDER COATED STEEL,FLOOR ANCHORED WITH CONTINUOUS BRACKETS,FULL I_ >> Z
18.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 1. FASTEN FRAMING MEMBERS TOGETHER A WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING CANTILEVER ONLY. NO CEILING ATTACHMENT OR HEAD RAIL OVER DOORS.HADRIAN WITH"NO-SIGHTLINE f. ZONE DIAGRAM > 4 4
SCREWS. WELDING SHALL CONFORM TO AWS Dl 3 WELDING PROCEDURE. ELECTRODES AND SCREW (n Q N N
ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. SOLUTION"OR ACCURATE PARTITIONS WITH"ULTIMATE PRIVACY'.INSTALL USING FACTORY PROVIDE (� O � c0 cc
CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD HVAC DESIGN STANDARDS _ _
SCREWS ONLY. PROVIDE BACKING IN WALL TO SUPPORT WALL BRACKETS.
19.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. MATERIALS LIGHTER THAN 18 GA. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: M � � � co
4. COUNTER MOUNTED SOAP DISPENSER BOBRICK B$26.18 WITH B-826-20 AC ADAPTER(ONE AT EACH SINK) m O O
20.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). L tO �
21.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 5. TOILET SEAT COVER DISPENSER,SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER BOBRICK B-357 I
FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. WOMEN'S (MOUNTS IN PARTITION) 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY
22.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION 6. TOILET SEAT COVER DISPENSER,SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER BOBRICK TENANT PRIOR TO CONSTRUCTION:
23.PROVIDE"AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT" STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT B3574 AND B-35745 WOMEN'S (MOUNTS SIDE WALL OF SINGLE COMPARTMENT) a. EXTERIOR EXPOSURE AREAS C,
DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE 7. TOILET SEAT COVER DISPENSER AND TOILET TISSUE DISPENSER BOBRICK B-347 MEN'S (MOUNTS IN b. INTERIOR AREAS,SIZE AND USE 6)
PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE
SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP PARTITION) c. CONFERENCE I TRAINING ROOMS a
FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG 8. TOILET SEAT COVER DISPENSER AND TOILET TISSUE DISPENSER BOBRICK B-3474 AND B-34745 MEN'S m
d.
"AS-BUILT"DRAWINGS AND O&M MANUALS HAVE BEEN RECEIVED AND APPROVED. TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. (MOUNTS SIDE WALL OF SINGLE COMPARTMENT) COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION
AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. M
24.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR 9. MIRROR STANDARD SIZES 1/4"PLATE MIRROR WITH EDGES"FLAT GROUND"BOTTOM EDGE SUPPORTED BY A 3SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. N
FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED THE PROJECT. CONTINUOUS BRIGHT CHROME"J"METAL,5I18"X 3/8" (HEIGHT OF EXPOSED FACE)WITH CONCEALED LEG .
TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF SCREWED TO THE WALL TO CARRY THE WEIGHT OF MIRROR. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. U
5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE
WHETHER OR NOT SHOWN ON THE DRAWINGS. WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 10.GRAB BAR SATIN FINISH BOBRICK 8-6806 SERIES ZONES. a
25.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". 6, COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. 10 28 13 BREAK COUNTER 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES.
26."ALIGN"AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME. 7. FINISH QUALITY: 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 . 5. ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE, PIPING SHALL BE RUN
- PLANE,PLANE,.EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. _ __ __ _ __ __._ INSIDE OF BUILDING W/LEADTLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND
AREA PROCESS TRADE NOMENCLATURE ` 104416 FIRE EXTINGUISHERS --- -- `- -- ---- -- -- - --- - -- -
27.D0 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. CLAMPED(STAINLESS STEEL WORM GEAR).
28.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) 1, FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) 6. ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND
TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO USG'FIRST COAT' 'SAND AFTER TAPE/FINISH COAT(S) 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. CORROSION WITH OIL BASED PAINT(COLOR GREY).
REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. 11 00 00 EQUIPMENT 7. LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND
REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE RADIUS OF MANUFACTURER'S GUIDELINE.
CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS 1. DISHWASHER: GE GDT226SSLSS STAINLESS STEAL-ENERGY STAR RATED.
DIRECTED AT CONTRACTOR'S COST. 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 2, GARBAGE DISPOSAL:INSINKERATOR BADGER V 1/2 HP 8. DISTRIBUTION DUCTWORK:
29.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND SHOWN ON PLANS. a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED.
PLUMBING SYSTEMSINCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL 09 31 00 PORCELAIN TILE 12 00 00 FURNISHINGS
( ) b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING.
SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE 1. PROVIDE TILE AS SCHEDULED AND SHOWN IN FINISH MATERIALS LIST OR ELSEWHERE ON DRAWINGS. 1. PROVIDE ROLLER BLINDS AT ALL EXTERIOR WINDOWS.
COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH
30.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 2• USE LATICRETE THIN SET MORTAR AND GROUT. FLOOR TILE AND BASE TO HAVE EPDXY GROUT. GROUT a. MARIAK CONTRACT CHAIN OPERATED CLUTCH ROLLER SHADES MINIMUM R4.2NCE INSULATION WITH FSK BARRIER.
NON-CONDITIONED
CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER COLOR TO BE SELECTED(NON-SANDED). b. NO HEAD BOX U.N.O. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD
LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE 3. FOLLOW LATICRETE AND TCNA PRINTED INSTRUCTIONS FOR TCNA F115 AT FLOOR AND BASE AND W243 ON c. -FABRIC-MARIAK ECONOSCREEN-3%COLOR-903 GRAY/BLACK U.N.O. HANGERS AND FULL DIAMETER STRAP UP TO 18"O. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. IIIIIIIIIIIII
INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE WALLS. WHERE INSTRUCTIONS CONFLICT,USE MOST STRINGENT. JOINTS TO BE UNIFORM 1/8"WIDE AT THE 2, INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS AT MAIN EXTERIOR DOORS. a. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45
CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE FLOOR TILE.CENTER THE WALL AND BASE TILE JOINTS ON THE FLOOR TILE JOINTSSPACE UNIFORMLY AS DEGREES. N
APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY INDICATED.(WALL TILE JOINTS WILL BE SLIGHTLY WIDER THAN 1/8'). 12 23 16 CABINET SPECIFICATIONS
THE ARCHITECT PRIOR TO INSTALLATION. 4. PROVIDE SCHLUTER EDGE TRIM APPROPRIATE FOR FINISHES AT TRANSITIONS. PROVIDE PHYSICALf. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH.
1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS.
31.000RDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE SUBMITTAL OF PROPOSED TRIM TO ARCHITECT FOR APPROVAL 9. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING.
INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 5. CLEAN TILE AND GROUT AND SEAL WITH MIRACLE SEALANTS 511 IMPREGNATOR SEALER. RESTRICT TRAFFIC 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O
i 9. FLEX DUCT WILL BE NO LONGER THAN B'FROM RIGID DUCT DOWN TO DIFFUSER.
GENERAL FOR 4 DAYS AFTER COMPLETION. 3. HIGH PRESSURE LAMINATE(P-LAM HPL)ALL EXTERIOR SURFACES,INCLUDING 4"TOE KICK. EDGE BANDING 10.DIFFUSERS:
(PLAM),FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS PLAM TO MATCH FACE
1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR
09 53 00 SUSPENDED ACOUSTICAL CEILING FINISH. OPEN CABINETS STANDARD MELAMINE FINISH. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN 11
TO INSTALLATION OF NEW FLOORING. 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL.
2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16"PARTICLE BOARD WITH MATCHING P-LAM b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- Fam
A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. EDGES. DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F.
POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST
3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. 6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC.
01 23 00 ADD ALTERNATE PRICING REQUIRED WYE BRANCH.
4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO 7. FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION.
1. DESCRIBE ALTERNATES HERE d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT
INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE 8. THERE SHOULD BE 118"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS. COMPLETION.
01 73 29 CUTTING AND PATCHING SPRINKLERS
1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK 5. PRODUCTS: 9. HINGES-BLUM#75M3580, 110 DEG.SELF CLOSING CLIP ON(OR EQUAL). 11.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE
BEING UNDERTAKEN. 10.ORAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. HONEYWELL COMMERCIAL GRADE V/S/ONPRO 8000 TOUCH SCREEN MODEL TB822OU1003 WHERE POSSIBLE. IL
a. GRID-PRELUDE 24 XL 15118"EXPOSED TEE(HEAVY DUTY) APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY
ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN. FOR HD AND FILE DRAWERS.
2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. b. TILES-ARMSTRONG DUNE#1775,24 x 24 x 5/8"W/BEVELED TEGULAR EDGE PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY
3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED. 11.PULLS-96 MM TRACT WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. REQUIRE CHANGING HEIGHT AT"REPLACEMENT'LOCATIONS). CONTRACTOR SHALL PROGRAM
c. ACCESSORIES- STANDARD THERMOSTATS AND BALANCE SYSTEM.
12.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE SPEC SHEETS FOR EACH SINK.
4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT ( )
6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL 12.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION.
SURFACES TO THE FULLEST EXTENT POSSIBLE CONDITION SO THAT CEILING TILES LAY FLAT. CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASH � O
5. PATCH WITH DURABLE, INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. TO BE SEALED, MINIMIZE COUNTERTOP BUILD UPS AT FRONT AND BACK OF SINK CUT OUT TO 13.EXHAUST FANS: W I
7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT H it
6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. Z
MIN.6"PENETRATION INTO EXISTING CONCRETE AND MIN.OF 6"EXPOSURE INTO POUR BACK.CENTER 13.KITCHENBREAK ROOM CABINETS-BASE CABINET WITH P-LAM TOP ON PLYWOOD DECKING AND 4"BACK
8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH E SONE RATING OF LE OR LESS,100 CFM WITH A W
DOWEL IN SLAB DEPTH. SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.O. UPPERS 12'D X 36"H-ATTACH TO WALL SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. U Y
7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECTS OPINION AND REPLACE AT NO 9• INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 24"DEEP. P-LAM AT TOE/BASE. ALL SHELVES
ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. ADJUSTABLE.PROVIDE HOLES AND POSTS(1 AT BASE,2 AT UPPERS). b. JANITOR'S CLOSETS TO HAVE CEILING MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND W d V
ADDITIONAL COST. SWITCHED WITH THE LIGHTS. I- N
07 00 00 THERMAL&MOISTURE PROTECTION 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO 14.WORK/COPY/STORAGE CABINETS-BASE CABINETS WITH P-LAM TOP ON PARTICLE BOARD DECKING. SCRIBE Q Q N
NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT COUNTERTOPS TO WALLS. ALL CABINETS OPEN MELAMINE STANDARD INTERIORS WITH DRAWERS,U.N.O. c. MULTIPLE FIXTURE RESTROOMS TO HAVE ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND �
1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. UPPERS AT 15"D X 30"H -ATTACH UPPERS TO WALL WITH FRENCH CLEAT. BASES AT 24"D X 36"H. P-LAM AT BACKDRAFT DAMPER,WIRED PER DIVISION 16,CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D
11.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND TOEIBASE. ALL SHELVES ADJ. HOLES AND POST(1 AT BASE,1 AT UPPERS). SERIES OR EQUAL. U 0 Q'
2. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION AND PROVIDE PERFORATED WHITE THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE 15.WORK COUNTER TOPS-COUNTER TOPS WITH P-LAM ON PARTICLE BOARD DECKING. SCRIBE COUNTERTOPS d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- Q' LU
SCRIM(FS-25)OVER THE INSULATION AT THE WAREHOUSE CEILING.
PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL TO WALLS. PROVIDE GROMMET HOLES ABOVE ALL POWER AND DATA LOCATIONS. PROVIDE STEEL MID SPAN INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A Q co (::j
3. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. SUPPORTS AS NEEDED EQUAL TO WORK STATION BRACKETS AS MFG.BY A&M HARDWARE,INC ROOFTOP MOUNTED FAN. U >
4. AT ALL UN-USED EXISTING ROOF PENETRATIONS, REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. (888-647-0200). U) Z
12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER 14.HVAC TESTING.
EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. 16.RESTROOM LAVATORIES(WHERE APPLICABLE)-24"D SOLID SURFACE TOP ON PLYWOOD DECKING WITH 4"H U J
OS 10 00 DOORS AND WINDOWS SOLID SURFACE BACK SPLASH. 5"H FACE MOUNT AT 34"A.F.F. P-LAM WAINSCOT 48"H. SEE PLANS IF a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, LL Lo �
13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH
1. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES REQUIRED. APPROVED PLANS AND SPECIFICATIONS. Q � O
a. BAXTER AND FLAMING. (503)225-0486 FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A 17.JANITOR-FIBERGLAS REINFORCED PLASTIC(F.R.P.)WAINSCOT 48"H(SEE PLANS IF REQUIRED). b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN W ' d
b. D 8 D DOOR (503)205-5533 MANNER THAT THEY CAN SUPPORTA MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH
A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS.
c. BENSON INDUSTRIES (503)907-2200 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. 1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND DATE. 4/10/20
d. GRANT SUPPLY (360)887-0647 CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD FILED WITH PACTRUST.
3. DOOR AND RELITE FRAMES SHALL BE ALPHA ALUMINUM PRODUCTS,INC.(AAP). SUBMITTAL REQUIRED PRIOR 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO15.PROJECT CLOSE OUT DOCUMENTS REQUIRED: SPACE PLAN
TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UNATTACHED INSTALLATION.
EDGES SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC a. AutoCAD FILE SHOWING AS-BUILT INFORMATION.
4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, INCHES OF THE PERIMETER WALL. MOVEMENT. NO"OOPS RINGS ALLOWED". b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. REVISION
FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. 17.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. 22 00 00 PLUMBING : DESIGN/BUILD c. HARD COPY OF AutoCAD FILE ABOVE.
5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING TSTATS.
6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. GENERAL REQUIREMENTS '� .
19.BENT OR DAMAGED T-BARS TO BE REPLACED. e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED.
7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 3/4'BACKSET. 1. CONTRACTOR TO SUBMIT LAYOUT ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN
20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES<" D EXPANSION SLEEVE OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 26 00 00 ELECTRICAL: DESIGN/BUILD 2
S. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR ACCEPTABLE. 2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL(1)MASTER SHUT OFF VALVE FOR EACH SET OF
HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN WI STAIN AND FINISH GENERAL 3.
APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 9 6519 RESILIENT FLOORING-LUXURY VINYL TILE(LVT) RESTROOMS. LOCATE VALVE BEHIND HANDICAP WATER CLOSET IN MEN'S TOILET ROOM. 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR
SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. 3. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. 4.
PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL INSULATED.
SAMPLE. 2. INSTALL TILES IN 1/3 OFFSET ASHLER PATTERN. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING
09 65 19 RESILIENT FLOORING -VINYL COMPOSITION TILE CT 4. WATER HEATER(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 12OV. PROVIDE HUB DRAIN AT SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. 5.
9. ALL INTERIOR GLAZING SHALL BE TEMPERED. - - LOCATION FOR BLOW OFF. 3. ALL NEW ELECTRICAL DEVICES TO BE WHITE
10.IN ALPHA ALUMINUM PRODUCTS USE GRAY SEALS. 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. 5. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER 6.
11.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP 2. INSTALL TILES IN QUARTER TURN PATTERN. FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR 4. REPLACE ALL NON-WHITE EXISTING ELECTRICAL DEVICES TO WHITE
FINISH FOR AS NEW LOOK. 09 91 23 PAINTING AVAILABILITY,(503)2364148. 5. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. 7.
09 00 00 FINISHES INTERIOR: 6. FLOOR DRAINS SHALL BE INSTALLED IN TOILET ROOMS CONTAINING TWO(2)OR MORE WATER CLOSETS OR 2 6. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS.
OR MORE WATER CLOSETS AND URINALS IN COMBINATION. THE FLOOR SHALL SLOPE TOWARD THE FLOOR H.
GENERAL 1. WALLS: DRAIN. 7. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METER
1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT. a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. 7. FLOOR DRAINS TO BE INSTALLED WITH PRIMER VALVE WITH ISOLATION VALVE. NO ATMOSPHERIC IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO
PRIMERS. DRAINS TO BE PRIMED FROM TOILET FIXTURES UNLESS OTHERWISE APPROVED BY TENANTS MOVE-IN.
2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT PACTRUST. PROVIDE A MIN. 12"x 12"ACCESS DOOR. B. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO DRAWN BY:
a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G 1-FOOT CANDLE.
LATEX ENAMEL. PLUMBING-REST ROOM FIXTURES(MULTI OCCUPANCY)
b. PLASTIC LAMINATES 2. DOORS AND FRAMES: 1. UNDER MOUNT SINK:AMERICAN STANDARD STUDIO UNDERCOUNTER SINK 0614.300 WITH MOUNTING KIT 9• EXIT LIGHTS:RUUD TERRYLIGHTBACKUP. LED EXIT SIGN'MODEL EXPBURWH RED LETTERS,WHITE '
c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 047194-0070A HOUSING,WITH BATTERY BACKUP.
a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR 10.WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE
d. PAINT ROLLED APPLICATION. 2. COUNTER MOUNTED FAUCET:AMERICAN STANDARD 8058.105 AC POWERED WITH THERMOSTATIC MIXING 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN.
a. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH VALVE
BE ENERGY STAR LABELED.
ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION 3. TOILET FLUSH VALVE-SLOAN REGAL 111 WC)add(SLOAN EBV-89-A OPTIMA SIDE-MOUNT OPERATOR) a. TRANSFORMERS
f. TOILET PARTITIONS b. CASE TO BE TOTALLY
Y ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR.
g. HARDWARE c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S 4. TOILET SEAT: BEMIS 1955SSC OR OLSONITE 10SSCT
PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, 5. URINAL-TOTO UT447,AMERICAN STANDARD WASHBROOK 6590.001,OR KOHLER K-5016-ET WI c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C
3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. AND FINISH WITH SATIN OIL ENAMEL. TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS
4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. 6. URINAL FLUSH VALVE-SLOAN REGAL 186-0.5 URINAL FLUSH VALVE 0.5 GPF) OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM
7. PROVIDE ONE FLOOR DRAIN IN EACH RESTROOM LOCATED UNDER TOILET PARTITION. SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL AiiiiiiiiiiiiiIiiii 1
5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE) 3. CEILINGS: ASSEMBLY AND CASE.
a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO 8. SEALANT AT PLUMBING FIXTURES: 11.FOR FLOOR POWER AND DATA ACCESS
ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. a. ALL SEALANT SHALL MATCH GROUT COLOR AT TILE SURFACES. a. AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL
GENERAL NOTES - DEMO S���ED A�Cy
A. IT SHALL BE THE CONTRACTOR'S AND/OR THE
SUBCONTRACTOR'S RESPONSIBILITY TO MICHAEL
VERIFY ALL DIMENSIONS, DETAILS, AND JOB W WIRE THWANG
SITE CONDITIONS PRIOR TO PROCEEDING WITH y
THE WORK, AND REPORT ANY DISCREPANCIES
TO THE ARCHITECT BEFORE STARTING CP
CONSTRUCTION. POR LAND, ON
5851 �O
' 4 A I 5851
pir
� B. REFER TO SHEET A-3 FOR DEMOLITION O O�
`S �� REFLECTED CEILING PLAN.
C. REFER TO SHEET A-1 FOR GENERAL PROJECT
SPECIFICATIONS.
D. REFER TO SHEET A-4 FOR NEW FLOOR PLAN.
E. REFER TO SHEET A-5 FOR NEW REFLECTED
CEILING PLAN.
F. WALLS AND DOORS INDICATED TO BE
REMOVED,ARE TO BE REMOVED TO EXTENTS
INDICATED. REMOVE ALL ELECTRICAL
CONNECTIONS AND SAFE OFF ABOVE CEILING.
REMOVE ALL LOW VOLTAGE CONNECTIONS.
REMOVE ALL BRACES TO STRUCTURE. REPAIR
ANY DAMAGE TO FLOOR CEILING AND
STRUCTURE.
0
0
G. EXISTING CARPET AND VCT TO BE REMOVED IN co
ALL AREAS. REMOVE ALL ADHESIVE AND PATCH 4t
HOLES IN FLOOR SLAB.
`1
H. PATCH/REPAIR ALL WALLS WHERE DAMAGE HAS d N
OCCURRED. Q n
I. RELOCATE ELECTRICAL PANELS IN DEMO'D
WALLS AS NECESSARY. RELOCATE PANELS TO O 00 Lo
NEW RESTROOM WALLS. U) Lo
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DEMO FLOOR PLAN A� 2
/�-2 SCALE 3/16" = 1'-0"
GENERAL NOTES - DEMO ARC
A. IT SHALL BE THE CONTRACTOR'S AND/OR THE
SUBCONTRACTOR'S RESPONSIBILITY TO MICHAEL
VERIFY ALL DIMENSIONS, DETAILS,AND JOB Qt)
WIRE 16THWANG n
SITE CONDITIONS PRIOR TO PROCEEDING WITH
THE WORK, AND REPORT ANY DISCREPANCIES
TO THE ARCHITECT BEFORE STARTING �� PORTLAND,OREGON��
CONSTRUCTION. 9� 5851
1 iI ' B. INSPECT CEILING, FIRE SPRINKLERS AND ROOF `_ 0 F O�
i 1{s a E FOR ROOF LEAKS. NOTIFY OWNER OF ANY
LEAKS FOUND.
C. REFER TO SHEET A-2 FOR RELATED DEMO
FLOOR PLAN WORK.
D. REFER TO SHEET A-4 FOR NEW FLOOR PLAN
WORK.
E. REFER TO SHEET A-5 FOR NEW REFLECTED
CEILING PLAN.
F. EXISTING CEILING GRID TO BE REMOVED IN IT'S
ENTIRETY. REMOVE ALL LIGHTS AND HVAC
DIFFUSERS.
G. AT LOCATIONS WHERE CEILING GRID WAS
REMOVED AT EXTERIOR WALL LOCATIONS, IF
GYP BD DID NOT CONTINUE ABOVE CEILING,
0
ADD GYP BD TO 1'-0"ABOVE NEW CEILING. �
H. REPLACE ALL MISSING AND DAMAGED ROOF
AND WALL INSULATION AND PROVIDE
PERFORATED WHITE SCRIM (FS-25) OVER THE d N
INSULATION AT THE WAREHOUSE CEILING. Q �
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1--T--r-�F-�T--I -,-- T--I -,- -T--r_ I t=�r=�l--T= =�F--f-t=lI---4 �4 �I-- 1--rt=�r --tt=�1-- E`-=J1 - -I - }`-=�r--1-- }�=yl I-- F`-=�� --I`=� --I-- F--4-
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� y I --I-- IIS 2y1--1 - 1-- I --I - 1--J --1 - -- 1 - L�'J--1--1 _ I I I I 1 I I I I I --1-- I -- I -I - -- --1-- -� -- I I�RJI --I-
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-- -- - -- - +--�- I--+--�- I-- -=I-- I--+=-I
GENERAL NOTES - NEW
A. IT SHALL BE THE CONTRACTOR'S AND/OR THE
SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY MICHAEL
ALL DIMENSIONS, DETAILS,AND JOB SITE LL' WIRE THWANG
CONDITIONS PRIOR TO PROCEEDING WITH THE
WORK, AND REPORT ANY DISCREPANCIES TO
THE ARCHITECT BEFORE STARTING CIS
CONSTRUCTION. ,,AD,OREGON
PORTLANO
P J iItc 5851
B. REFER TO SHEET A-5 FOR NEW REFLECTED F
I ! I± CEILING PLAN.
C. REFER TO SHEET A-1 FOR GENERAL PROJECT
SPECIFICATIONS.
D. PAINT ALL WALLS PT-1 EXCEPT THOSE NOTED IN
THE FINISH SCHEDULE TO BE A DIFFERENT PAINT
TYPE. MULTIPLE COATS OF PRIMER MAY NEED TO
BE USED IN ORDER TO FULLY COVER EXISTING
BOLD COLORS.
E. AT INTERSECTIONS BETWEEN WALLS TO REMAIN
AND WHERE WALLS HAVE BEEN REMOVED,
PATCH AND PAINT TO RESEMBLE ADJACENT
WALLS.
F. NEW WALL BASE THROUGHOUT.
G. AT LOCATIONS WHERE WALLS ABUT WINDOWS, O
O
ALIGN CENTERLINE OF WALL WITH CENTER OF �
MULLION.
I 0_
1 Q N
O 6
� wOoLo
L r
V o FCD co
–
14,�21" �7„ Loc' M c i
O3 14'-5" 14'-5" 14'-5" 5,
14'-5" 8 14'-5" �
� � WL0L0
OFFICE
Y OFFICE OFFICE OFFICE OFFICE OFFICE �f ,os ►
I
I 123 122 121 120 119 ► 109 -
KEYED NOTES
123 122 121 120 x 119 (m m
108 1 ALL EXISTING ELECTRICAL OUTLETS ch
O AND DATA OUTLETS TO BE MOVED N
OPEN OFFICE
FORWARD INTO NEW WALL. INSTALL v
I I p-
Cn 12a CIRC. OFFICE PUTTY PACK AROUND EACH OUTLET.
1 I
I19'-4" 6' 5' S 11'-8" 11'-62 �—181� 5' A-6 11.8" 111-10" 5- toe
-- - -- OWER FEED FOR FURNITURE URE SYSTEM
v , .
O RUN POWER ON COLUMN.
�/ y x POWER FEED FOR FURNITURE SYSTEM.
129 130 •' 117 111 110 (p SOFFIT OVER OPENING,8'-0" MATCH
DOOR HEAD HEIGHT.
�j �5 ALIGN.
,�
I MEN I
x CIRC. OFFICE
6 CENTER FLOOR MONUMENT IN ROOM.
I SNACK " 1 OFFICE OFFICE F ' 1oa O
I I '' STORAGE OFFICE 107
I 126 129 130 0 0 �' 7L,
►
_ r;DA / ► x 107v db
BREAK II 0 0 0 0
125 o CIRC ►' 106
I 1
120 CIRcm
13
N I -------- ------- –
� ih � � 131 132 z i I � OFFICE I
11
COPY STORAGE 11 z 5 WOMEN 116 coPYnvoRroMAIL =b'311 los
125 127 i. 116 N2 -
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112A 1128
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OFFICE OFFICE
Roo - ,---- - UJ
E �. z
I ° 133 ,3a OFFICE OFFICE W
115 ,1a CONFERENCE U
,06 W D v
11'-6" CIRC. F- a N
– 133 134 115 114 103 w 105 O
O 5 5' 102 O i I ► U z
EO EO
5 I I UL U)
OPEN OFFICE C1 e Y t�4 – I C0 < d
' I
LOBBY i i CONSTRUCTION LEGEND DATE: 4/10/20
101 I I SPACE PLAN
138 137 74� CONFERENCE n NEW STANDARD WALL TO CEILING GRID
19 ► ' 10P I WITH ACOUSTIC INSULATION. REVISION
is NEW FLOOR TO ROOF FURRING WALL WITH
15'-4" ACOUSTIC INSULATION.
RECEPTION . ' ® NEW STANDARD HEIGHT WALL WITH NO
101 to ACOUSTIC INSULATION. 2
I NEW PARTIAL HEIGHT WALL,3'-6"TALL. 3
101
I OFFICE OFFICE OFFICE / ' I
11* `� , 7 .; 136 VEST ' DUPLEX RECEPTACLE 4.
FOURPLEX RECEPTACLE 5.
D 6.
DEDICATED OUTLET
I v; vA Ll
I i ,ii��' ► I � SPECIAL OUTLET 7
100 TELIDATA MUD RING WITH PULL STRING $'
,, � _ a ELECTRICAL PANEL -
---
–•---- - -- - ------ - - ---- -- - 139
— ———— -- --- - ---- --- - � POWER J-BOX DRAWN BY:
_ ® FLUSH MOUNT FLOOR MONUMENT W/POWER
AND DATA
FLOOR PLAN N 1 FIRE EXTINGUISHER IN RECESSED CAB.
A-4 SCALE 3/16"= V-0" A-7
FF FIRE EXTINGUISHER-SURFACE MOUNTED
OT THERMOSTAT A�4
GENERAL NOTES - NEW
A. IT SHALL BE THE CONTRACTOR'S AND/OR THE /
SUBCONTRACTOR'S RESPONSIBILITY TO �� MICHAEL
VERIFY ALL DIMENSIONS, DETAILS,AND JOB W WIRE THWANG n
SITE CONDITIONS PRIOR TO PROCEEDING WITH
THE WORK,AND REPORT ANY DISCREPANCIES
TO THE ARCHITECT BEFORE STARTING �� PORTLAND,OREGON
CONSTRUCTION. [� 5851
�1 B. REFER TO SHEET A-1 FOR GENERAL PROJECT OF 9�
ly 6Ci` SPECIFICATIONS.
F t° iII E'�fl+ C. REFER TO SHEET A-2 FOR DEMOLITION FLOOR
PLAN AND
D. REFER TO SHEET A-3 FOR DEMO REFLECTED
CEILING PLAN.
E. REFER TO SHEET A-4 FOR NEW FLOOR PLAN.
F. REPLACE HVAC GRILLS.
G. IT IS THE CONTRACTORS RESPONSIBILITY TO
MAKE SURE FIRE SPRINKLERS ARE POSITIONED
ACCORDINGLY AND MEET CODE.
H. IT IS THE CONTRACTORS RESPONSIBILITY TO
MAKE SURE THAT THE HVAC SYSTEM, SUPPLY
AND RETURNS ARE POSITIONED ACCORDINGLY CD
CD
AND MEET CODE. Cl)
I. ALL NEW ACT CEILING TO BEAT 10'-0"AFF.
I Q n
O of
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L- U) � cMor
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V -jccooCO
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FFIC OFFICE oOFF CE 9
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IRC. FFI E
...�.,-
9 9 � . ■ ■ 9 ® 9 108
I I I
I
A-
I I
L J
MEN
SN CK O FICE OFFICE 117 - CIRC_
1 s STO GE FFIC toai 107
--- - — -- - —i---
II---
BREAK
125 I CI 8 -
� I
I IRC. I
93
FFI E „- F.
los
COP ST IT WOMEN
to ® 1z7 11s t�z
I I
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O FICE OF ICE FFIC FFI E _
® 11s iia - W
C NFE ENC 0
Wed'
g CIRC ® Q Q cNV
,aaaru 103 Of 0
- - 9 - Q 0
M CEILING LEGEND o 0
j U U J
B ® - ¢�• a e, �_ LITHONIA 2BLT2 LED FIXTURE ILL
I U
139 : 5 _ rt •Y ( - 6'RECESSED LED LIGHT(TYP.) CL 0-
- 39 LOB � MARK LIGHTING WALL WASH PICTURE DATE: 4/10/20
- I Y STANDARD SWITCH
CONFERENCESPACE PLAN
I I
® OCCUPANCY SWITCH REVISION
,:., - . . .....,. , ,-.. - CEILING OCCUPANCY SENSOR
R P ION ® RECESSED,CEILING MOUNTED EMERGENCY EXIT
10 LIGHT 2
®--SUPPLY DIFFUSER 3
OFFICE 0 FICE ® RETURN DUCT 4
138 7 38 ST
NEW
. .: ,..: .. -.,. UU ,. ;.....: I 2 X 2 CEILING SPRINKLER HEAD 5.
® GRID AND -j�— 6
BTILE a EXIT SIGN(LED RED) 7.
rl0 ei WALL MOUNTED EXIT SIGN(LED RED) 8.
I
__— _
-- - - - - - - - -------------- - -- --------------------- ----- --------------- ------------------ ------------ ------------------------ �` mgl INDICATES COMMON PATH OF TRAVEL REQUIREING DRAWN BY:
EMERGENCY LIGHTING EQUAL TO 1-FOOT CANDLE.
2 X 2 SUSPENDED CEILING SYSTEM:
FULL 24"TILE THIS SECTION ATTACHED EDGE
SEISMIC EXPANSION JOINTS
UNATTACHED EDGE
GRID MAIN
REFLECTED CEILING PLAN
A15 SCALE 3/16" = 1'-0" OSSC 1006.3—egress lighting on emergency power is required in warehouse aisles where A� 5
the common path of travel in the aisle exceeds 100'sprinklered/75'nonsprinklered:
Dead-end aisles: 100'sprinklered/75'nonsprinklered
Non-dead-end aisles:200'sprinklered/150'nonsprinklered
xxxxxxxxxiT T
19'-638"
14-12' 48" 5 ,7
51_1„ 3 3 3'-0 sm 931110 Im mw WWI MICHAEL
- T -- 1
v -
�� PORTLAND,OREGON O
117 � ''�� � _I - � - -�- - - 9,.c 5851
5 m OFA-6 of �--. �.\ -.� r.' ! c 1 I I I I
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BB.O�BBR.IICK tj I
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BOBRICK \ -- -Y
CD L-BOBRICK �- B-357 L' O
BOBI�1(7(
` B-3994 1
A e OMEN `" 116 N - --- - —WOMEN
' 118 IN
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M M M
ENLARGED RESTROOM PLAN 2 ENLARGED RESTROOM FINISH PLAN �1ENLARGED RESTROOM PLAN m o � U)
!�-6 SCALE 1/4"= V-0" A-6 SCALE 1/4"= 1'-0" A-6 SCALE 1/4" = V-0"
KEYED NOTES
m
m
CENTER TILE ON WALL. REFER TO
O DETAIL 20/A-8 FOR TILE ALIGNMENT. M
M
OALIGN EDGE OF MOSAIC TILE WITH EDGE v
OF FLOOR TILE. CL
EQ EQ
VANITY LIGHT CL
ro
EXISTING \ \ 3'4"
TO
REMAIN La
OT 5 MIRROR 1' 3'-6"
1'-3z" 1'-22"
2 5 W
I
NEW SOLI SURFACE— --� B BRI K Lo BOBRICK BO RIC U
COUNTER WIT 4
MITERED - B- 57 -3
B-3 7 0
5 ------- _______
EDGE,TYP ALL OUNTERS.
L
B
B-357-357
I I I I j
1` �-- o U �•i� in c
iv NEW SOLID SURFACE M
COUNTERS,BACK SPLASH iq
AND LAVS.
POT-4 POT-3 PO -4 C)
ALIGN GROUT JOINTS ON WALL TILE ALIGN GROUT JOINTS ON WALL TILE—//
WITH GROUT JOINTS AT FLOOR TILE.,TYP. WITH GROUT JOINTS AT FLOOR TILE.,TYP. W
(:j:)ENLARGED RESTROOM ELEVATIONS
wav
SCALE 1/2" = V-0" WOMEN 116 I.-V-0" 04
Orn
a (3a
0 O
U)
UUZ
If)
Y �
OL W 0
IVANITY LIGHT Q 0- a (L
DATE: 4/10/20
3'-4" EXISTING SPACE PLAN
/ L TO REVISION
REMAIN
T-6" 1' MIRROR
2.5 2.
OB ICK BC BRICK
PO -5 E-34 B- 474 ,,, '•
C� `v 4
NEWS LID SURFACEj,
2 CA " LLr COUNTER ITH MITERED
m EDGE,TYP AL L COUNTERS. 6.
cn i'
S� U `J
7.
� l)
8.
NEWSOLIDSURFACE
COUNTERS, BACK SPLASH
OBRICK AND LAVS. DR
AWN BY:
B-347 I I
4POT14 w i POT-4 POT-4
ALIGN GROUT JOINTS ON WALL TILE
WITH GROUT JOINTS AT FLOOR TILE.,TYP.
ENLARGED RESTROOM ELEVATIONS
A-6 SCALE 1/2" = V-0" MEN 117 A� 6
FINISH MATERIALS ALL FINISHES MUST BE SUBMITTED TO
ARCHITECT PRIOR TO INSTALLATION. cc
CARPET LOOP PILE: �J MICHAEL /
FINISH SCHEDULE CPT-1 MOHAWK GREAT HORNED 829 (FLIGHT TILE12BY36). qQ3
WIRE !THWANG nLi-i
WALLS CEILINGS INSTALL IN RANDOM ASHLER PATTERN, START PATTERN EDGE OF TILE IN
RM# NAME FLOOR BASE REMARKS RM# y
NORTH EAST ISOUTH IWEST MATERIAL HEIGHT LOBBY.
100
VEST POT-7/WC-1 N/A N/A N/A N/A N/A ACT 10'-0 100 LVT �� PORTLAND,OREGON
101. RECEPTION CPT-1 4" RF PT-1' PT-1 PT-1 PT 2 ACT 8'-6 101 LVT-1 MOHAWK GROUP CENTRATO-OYSTER-929, DIRECT GLUE USE MOHAWK 9� 5851
------ - - --- - - _ F OF
pl
101 LOBBY POT-6 POT-7 PT 2 PT-1 PT-1 N/A ACT 8'-6" ` I 101 M700 ADHESIVE. (M95.0 IN HIGH MOISTURE AREAS),START PATTERN WITH
--- - - — --- -- --- -- FIRST TILE CENTERED ON ROOM ENTRY DOOR. IN SPACES WITHOUT
102 CONFERENCE CPT-1 4" RF PT-1 PT-1 __ I PT-1 PT-1 ACT 10'-0" I 102
103 'CIRC. CPT-1 4"RF PT-1 PT-1 - - PT-1 ACT 10'0" - " ''', ;I,u 103 DOORS, CENTER TILE ON THE SPACE. RUN PATTERN IN A 1/3 OFFSET
_--- - - - ASHLERPATTERN.
104 CIRC. CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" 104 WALK OFF CARPET
-- -- -
105 CONFERENCE CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 105 WOC MOHAWK GROUP TUFF STUFF II-STEP UP II-983 IRON ORE,DIRECT GLUE USE MOHAWK
- - - -
106 OFFICE CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 106
--- M700 ADHESIVE. (M95.0 IN HIGH MOISTURE AREAS)
107 OFFICE CPT-1 4"RIF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 107 VCT
108 ;OFFICE CPT-1 4 RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 108 VCT-1 ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE-51911 -CLASSIC WHITE
109 OFFICE CPT-1 4' RF PT 1 PT-1 PT-1 PT-1 ACT 10'-0" - 109 12 x 12, DIRECT GLUE TO CONCRETE SLAB.CENTER LAYOUT ON SPACE.
IO_tOFFICE CPT-1 4' RF PT-1 PT-1 PT-1 — - PT-1 ACT 10'-0" - 110 QUARTER TURN PATTERN.
111 ISTORAGE I CPT-1 4" RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 111
112 COPY/WORKIMAIL VT-1 4" RC PT-1 PT-1 PT-1 PT-1 ACT 10'-0" I- 112 BASE
113 CIRC. CPT-1 4"RF PT_-1 PT-1 PT-1 PT-1 JACT 10'-0" -- 113
RF FLEXCO 4" FLAT RUBBER BASE, 071 BLACK/BROWN,AT ALL CARPET AREAS.
114 OFFICE _ CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 114
RC FLEXCO 4"COVE RUBBER BASE, 071 BLACK/BROWN,AT ALL HARD SURFACES
115 OFFICE CPT-1 4'RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 115
- . -- --- -.._...------ - - ----- — .. - - PAINT
116 WOMEN POT1 /POT-2 POT-3/ POT-5 PT-1 PT-3 PT-1 GYPBD/PT-1 10'-0" 116
POT-4 PT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX.
POT-3/ PT-2 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC COLOR TBD,SATIN LATEX.
117 MEN POT1 /POT-2 PT-3 PT-1 POT-5 PT-1 GYPBD/PT-1 10'-0" - 117
POT-4 PT-3 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 COLOR TBD, SATIN LATEX.
- --- --
118 CIRC. CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 118
119 OFFICE CPT-1 4" RF PT-1
PT-1 __ PT-1 PT-1 ACT 10'-0" - 119 TILE
120 OFFICE CPT-1 4"RF PT-1 PT 1 PT-1 PT-1 ACT 10'-0" - 120
RESRTROOMS d N
121 OFFICE CPT-1 4" RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 121 POT-1 PORCELAIN CROSSVILLE, SHADES AV245 12 X 24 CLAY UPS(FLOOR) Q
POT-2 PORCELAIN CROSSVILLE,SHADES AV245 6 X 24 CLAY UPS FLOOR 0
122 OFFICE CPT 1 4" RIF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" 122 (FLOOR) a--�
123 OFFICE CPT-1 4" RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" 123 POT-3 PORCELAIN CROSSVILLE,SHADES AV245 6 X 24 CLAY UPS(BASE-CUT TO 4") (n o Ln
POT-4 PORCELAIN CROSSVILLE,SHADES AV245 4 X 24 CLAY UPS BASE BN-STOCK LU
q126SNACK
,OPEN OFFICE CPT-1 4" RF PT-1 _ PT-1 PT-1 PT 1 _ ACT - -0 -- 124 ( )
124 I
BREAK LVT 1 4" RC PT-1 PT-1 PT-1 PT 1 ACT 10'-0 125 POT-5 PORCELAIN CROSSVILLE,SHADES AV242 6 X 24 VAPOR UPS (WALL) Lco
------ — - -- - ................. - - - POT-6 PORCELAIN CROSSVILLE,SHADES AV245 1 X 3 MOSAIC CLAY UPS FLOOR MENS URINAL z
128 CIRC LVT-1 4" RC PT-I PT-1 PT-1 PT-1 ACT 10'-0" 126 V (n -j
- - -- - - ---- - -- — - — _ . . —COPY ;LVT-1 4" RC PT-I PT-1 PT-1 PT-1 ACT 10'-0" 127 o F-
.-- - - - -- - --- - - - ---
CPT-1 4" RF PT-I PT-1 PT-1 PT-1 ACT 10'-0" 128 LOBBY (Q co O o 0
POT-7 PORCELAIN CROSSVILLE ARGENT A1418.11224UPS 12x24 CONCRETE JUNGLE(FLOOR) Lo U Lo
129 OFFICE CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 129 POT 8 PORCELAIN CROSSVILLE,ARGENT A1418.10412EINS 4x12 CONCRETE JUNGLE(BASE) 0
130 OFFICE CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 101-0" - 130
131 STORAGE VCT-1 4" RC PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 131 GROUT 0)132 T
PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 132 LATICRETE 24 NATURAL GREY(EPDXY) 1/8"JOINT- USE WITH RESTROOM TILEa
133 OFFICE CPT-1 4"RF PT-1 PT-1 PT-1 PTA A0'-0
CT 1 " - 133 LATICRETE 27 HEMP (EPDXY) 1/8"JOINT- USE WITH LOBBY TILE _0
134 OFFICE CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" 134
135 CIRC. CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 135 SOLID SURFACE c*i
136 OFFICE CPT-1 4"RIF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 136 SS-1 PENTAL QUARTZ COLOR TBD v
137 OFFICE CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" - 137 SS-2 PENTAL QUARTZ COLOR TBD a
138 OFFICE CPT-1 4" RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" 138
139 OPEN OFFICE CPT-1 4"RF PT-1 PT-1 PT-1 PT-1 ACT 10'-0" 139 LAMINATE
- - - .
BREAK-ROOM CABINETS --
PL-1 WILSONART COLOR TBD
DOOR SCHEDULE
WORK ROOM CABINETS
DOOR DATA FRAME DATA HARDWARE PL-2 WILSONART COLOR TBD-COUNTER TOPS
MARK DOOR SIZE THK CORE HAND DEPTH FIRE RATING ACTION MANUFACTURER FUNCTION HARDWARE FINISH REMARKS MARK PL-3 WILSONART COLOR TBD-CABINET FACES
100 T-0" x V-0" 1 1/2" -- Right 15" -- PUSH/PULL/CLOSER/DEADBOLT ETR ETR ETR EXISTING TO REMAIN 100 ENTRY DESK AND MAIN CONFERENCE ROOM CABINETS
101 -0" x 8'-0" ', 1 1/2" -- Right : 4 7/8" -- PUSH/PULL/CLOSER/DEADBOLT ETR ETR ETR EXISTING TO REMAIN 101 PI-4 WILSONART COLOR TBD
3'
PL-5 WILSONART COLOR TBD
102 3'-0" x 8'-0" 1 3/4" SC Left 14 7/8" - LEVER LATCH SCHLAGE AL10S 626 -- 102 PL-6 WILSONART COLOR TBD
105 T-0" x 8'-0" 1 3/4" SC Right 4 7/8" - LEVER LATCH SCHLAGE AL10S 626 -- 105 PL-6 WILSONART COLOR TBD
— - - ------- ----- -- — -
106 3'-0" x 8'-0" 1 3/4" SC Left 4 7/8" - LEVER LATCH SCHLAGE AL10S 626 -- 106
107 T-0" x 8'-0" 1 3/4" SC Right 14 7/8" -- LEVER LATCH SCHLAGE AL10S 626 -- 107
_— _ - -. -
108 3'-0" x 8'-0" 1 3/4" SC Left 4 7/8" - ,, LEVER LATCH I SCHLAGE AL10S 626 _ -- 1108
{
109 T-0" x V-0" ', 1 3/4" SC Right 47/8 -- ' LEVER LATCH SCHLAGE AL10S 626 -- 109
110 T-0" x 8'-0" 1 3/4" SC Right 4 7/8" -- LEVER LATCH SCHLAGE AL10S 626 -- 110
111 ! 3'-0" x 8'-0" 1 3/4" SC Right 4 7/8" -- — LEVER / LOCK SCHLAGE AL80PD 626 -- 111 _ U
- -- --
112A ! T-0" x 8'-0" 1 3/4" SC Left 4 7/8" -- LEVER/ CLOSER SCHLAGE AL10S 626 -- 112A CIRC.
112B T-0" x 8'-0" 1 3/4" SC Right 4 7/8" -- LEVER / CLOSER SCHLAGE AL10S 626 - 112B los
114 3'-0" x 8'-0" 1 3/4" SC Left 4 7/8" -- LEVER LATCH SCHLAGE AL10S 626 - 114 v
- - -I
115 T-0" x 8'-0" 11 3/4" SC Left 4 7/8" -- LEVER LATCH SCHLAGE AL10S 626 115
116 T-0" x 8'-0" 1 3/4" SC Left 17 1/4" -- LEVER / CLOSER SCHLAGE AL10S 626 -- 116 - - _
117 T-0" x 8'-0" 1 3/4" SC Right i, 7 1/4" -- LEVER / CLOSER SCHLAGE AL10S 626 - 117 v-- CD
119 3'-0" x 8'-0" 1 3/4" SC Left 4 7/8" -- LEVER LATCH SCHLAGE AL10S 626 - 119
I
-a
CPT-1 7 _ Z
120 X-0" x 8'-0" 1 3/4" SC Right 14 7/8" j -- LEVER LATCH SCHLAGE AL10S 626 -- 120 LU
121 3'-0" x 8' 0" 1 3/4" SC Left 4 7/8" -- LEVER / LOCK SCHLAGE AL80PD 626 - 121 uJ a
122 3'-0" x 8'-0" 1 3/4" SC Right 4 7/8" - LEVER LATCH SCHLAGE AL10S 626 -- 122 ~ Q
- - -
IL
- - - L
00)
123 3'-0" x 8'-0" 1 3/4" SC Left 147/8 - LEVER LATCH SCHLAGE AL10S 626 -- 123 0
125 3,-10" x 8'-0" 1 1/2" Right 15" -- PUSH/PULL/CLOSER/DEADBOLT ETR ETR ETR EXISTING TO REMAIN 125 BlY W W 0
- ----- --- -- — _....... ----- --- --- - .......... .........
129 130 3-0 x 8'-0" 1 3/4" SC I Left 4 7/8" • -- LEVER LATCH SCHLAGE AL10S 626 -- 129 of o o
- -- CONFE
3'-0" x 8'-0" 1 3/4" SC Right 4 7/8" -- LEVER LATCH SCHLAGE AL10S 626 -- 130 _ U
lu
131 3'-0" x 8'-0" 1 3/4" SC Left -- -
4 7/8 - LEVER LATCH SCHLAGE AL10S 626 -- 131 Y v
- - - -
132 3'-0" x 8'-0" ' 1 3/4" SC ' Left 4 7/8" - LEVER / LOCK SCHLAGE AL80PD 626 -- 132 I- d a
- -- -- - - - ........._ — - - -
133 IT-10"x 8'-0" 1 3/4" SC Right 4 7/8" LEVER LATCH SCHLAGE AL10S 626 133 RECEPTION DATE: 4/10/20
134 T-0" x 8'-0" 1 3/4" SC Left 4 7/8" LEVER LATCH SCHLAGE AL10S 626 - 134 101 CPT-1 OT SPACE PLAN
136 113'-0" x 6-0" 1 3/4" SC Left 4 7/8" - LEVER LATCH SCHLAGE AL-10S 626 - 136 co,01
REVISION
e 1
137 T-0" x 8'-0" 1 3/4" SC Right 4 7/8" - LEVER LATCH SCHLAGE AL10S 626 - 137 q$
_ _—_ E
138 3'-0" x 8'-0" 1 3/4" SC Left 4 7/8" - LEVER LATCH SCHLAGE AL10S 626 -- 138 1 7a" 1'- 1
139 3'-0" x 8'-0" 11 1/2" Rig - PUSH/PULL/CLOSER/DEADBOLT ETR ETR ETR EXISTING TO REMAIN 139 2
- -- 2
--- A-8 3.
4.
1 - 5.
1
6.
_ T 7.
s.
DRAWN BY:
ri-JOBBY FINISH PLAN KEYED NOTES
A-7 SCALE 1/4" = 1'-0"
O1 ALIGN EDGE OF WALK OFF CARPET
WITH JOINT IN TILE.
1' 6-211 ---d 1'_10" 8. 1' 8'-2" 8. 11_10. 5,-8" 6" 1' S\��Ep gQj1�
SS-2 SS-2
3S 2 ` 1(i
P.LAM.-4 TOP io S-2 _ SIN 1 1 MICHAEL /
t: 3/4'x 1-1/2 HARD PIAM-4 TOP �• PL �.pL 7 WIRE THWANG
i0 WOOD EDGE.EASE
1I4"REVEAL, �� PAINT OUT BLACK - to •— — I — — I I
1/4-REVEAL,
EXPOSED EDGES TO ��
1/8"RADIUS. V2 !6
P.LAM.-4 FACE
` - ( STEEL PLATE DUPLEX OUTLET PLAM-4TOP -_______ _______ _______ PORTLAND,OREGON6��
N • e COUNTER , .COUNT R - , •f DATA OUTLET 1V II II
STEEL PLATE _____fir_______ ________ 5851
PAINT BLACK
CLEAR COAT FINISH. x
SUPPORT 'S I T I" . s -
N i , c ( S N PL-5 ria ,' �N DJ_SH LF-\- I -- ADJ.SH LF \ -_ I -_--DJ.SH LF \
- ! ' -- - 9�F OF `��' .
u� PLAM-6 PLYWOOD (,;, �a N _ N _ _ _
N •RIBS"(� 76•OBRACDAT
KETS it 96,i I I 'iL�R PL5 °S PL-4 PL-4 _ PL-4
3/4'PLYWOOD I� ,
— —� 18'O.C.AND AT I I I`S1 -J/.
f
I ---------- -------
5-1
____ I
_____ ____ _ ------__ _______
5-7" ISG FINISH FLOOR BRACKETS RUBBER BASE RUBBER BASE RUBBER BASE PL-4
X111, r
2 1
2"
ala
LOBBY RECEPTION DESK r2`lllliC0NFERENCE 102 CASEWORK
A-$ SCALE 1/2"= V-0"
A-$ SCALE 1/2" = 1'-0"
12'-8"
2'_100 (8)EQ CABINETS
I-- lie0
------ ------I ------- ------ r r------ -----
9' I
I
--T!
------I
O
-1 D"
KNEE BRACE BRACKETS.
____
---- ---- -- -- - ------- -- ----
----- ----- ------- -- -----
I I I I I I I I I - I `1
1' 1-1/2"DEEP LAMINATE SHELVING. DJ. HELF DJ SHELF DJ.SHELF DJ.SHELF DJ. HELF in d N
II II I Q 04
h-----_ _ _______
P1 /
P 1 ii PIL 1 ii . PL- O rn
1 1 I I I I I ---- I ----- ------ LuU' D o Lo
`IN i MICRO AVE U Z N' d'.
Y a L-1 GFI GFI GFI N N
co Lo
r---- ___� co co
SS-1 N O O
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ICV
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ICE HISS-1
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® �'N (D I OPEN OPEN OPEN OPEN CA
c I------ ------1 I IF---- ------r I J DISHWASHER GFI.D
/ � I i i IREFRIGERATORi e - I r — I I — , --_- �
- DJ. HELF I — ADJ.S ELF ® I 1 m
EQ EQ EQ N -------------- = ___ -____= i G#8D GFI, ® N 1i RECYC ING/TRAS
----- rI
- - X.1 — P 1 fV O I I D WERS M
PL-1 -1 I I Fill I I I I I i i M
Fill I I U
CL
TW x 24"D x 18"H PEDESTAL 3 3 33 3 WATER CONNECTION FOR TENANT 5-
3- FOR REFRIGERATOR TO SIT ON. 2'_10" 1'-2" 2-94" 3' 2'-04" 1'-84" 1 -104" PROVIDED REFRIGERATOR. (4)EQ DRAWERS
LAMINATEALL SIDES EXCEPL.
BOTTOM. --- — -- '— --- -- -. _ _
WATER(:f1NNF(:TInN F(1R TENANT
(a)LOBBY RECEPTION DESK 4 BREAK ROOM CASEWORK ��BREAK ROOM TRASH
A-$ SCALE 1/2"= 1'-0" A-$ SCALE 1l2"= 1'-0"
A-$ SCALE 1/2" = 1'-0"
20'-84" 2'-6"
(13) EQ CABINETS
r.N PL-2
b�NO ------ --\----- I --/---- --\---- --/---- - \— • _==== 1mI1L1II
----=X17
------ -----7F------- r------ - ----- ----- ------ PL-2- I ------- ADJ.
SH ELF ADJ.SH LF ADJ.SHELF
-/-- i _ / - -- -- I ---- -_\� 1 - -_ ==\�_i-- --\L_� _= i i� _-===fir=====
______—� —__ --_ __ _--_� ----- ______—��_______ __ _ _ F— _ ___= \_v "— II II III
ADJ SHELF DJ SHELF DJ.SHELF ADJ.SHELF DJ. HELF ADJ. HELF At ADJ.SHELF
--------- ------- --- ------- -------- - ==-3t---- __-___= t =_=_ �__-- -- _ ---- FAm
P 3 P 3 p 3 p 3 I PL 3 11 2'-111" 2'-111' 11"
I I I I ii 1 1 I I ii Iii - 2
\ ----- ----- - ------- ------ ---- - ------ ---- - ......
- ---—-- - Y -----
--------
8 6
I2' 'I1y 'I1 2'-10"
END
ALT _ _ _ HAVE A 111/2"THICKNESS.
NELS SHOULD
LLL���JJJ LLL���JJJ O LLL���JJJ
n
i PL-2 IN
PL-2 m PL-2
I I I —
— I I — I I — I I I 1 1
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r----- -----it------ ------� r------ ------� r------ it------ ------� r------ ----- I I ii I I I o
W l
ADJ.S ELF DJ.SHELF j
II II II II II =_ ____ ____ _ ____ _____ 1 ADJ.SHELF ADJ.SHELF ADJ.SHELF
N . ADJ. HELF DJ.SHELF ADJ.SHE LF ADJ.SHE LF DJ.SHE LF DJ.SHE LF I 1 I bN Z
-- - --- --- --- -- --- ---- --------------- - --- -----
-- _-____ -----
PL --- - __- --- --- --- - -- - --- -- - ---3 13 Fill P 3 P 3 P 3 i \PL-3 / \PL-3 / w
\ / \ / \ / \ / \.. / \ / I PL-1 PL-1 PL-1 I U
II 11 II II II I I II 1 I e
V ` ----- I --- --- i --- PL D_ V'
---- ------ -- - Q04
-- PL-3 PL-3 1 1 f:
1 5 8 12" 2'-114" 3, 2'-114" 12" O O rn
18'-81 (4) EQ CABINETS 9�2 0- 00
(12)EQ CABINETS / O Lu
s WORK ROOM CASEWORK U Z
A-8 SCALE 1/2"_ ,'-o° ASCALE O1R K ROOM ISLAND U
LL
DATE: 4/10/20
SPACE PLAN
REVISION
------- - ----- r - -, ------ - --
I II II I
1
Fill.3 \.
2.
3.
I II I
ADJ,SHELF DJ.SHELF 14.
=___-P _3=== =i i=---- P 9 =__= 5.
16-10" 6.
2' 4' 2' \ \ / 2'-10" - -
4'-6" 4,-6" 7.
(3) EQ CABINETS 2' 2' (3) EQ CABINETS
AND DRAWERS
I I I 1 AND DRAWERS 8.
I I I
PL-2 I P 1.2 I Fill _-------PL-7
------ - --- ----
DRAWN BY:
ADJ.S ELF DJ.S ELF ADJ.S ELF PL-2 i / i i T7 TT7I I / S \ ------ ------ ------ I
ADJ.SHELF I ADJ SHELF
------ ------ ------- ------ ----- ------ ® I I ADJ.SHELF ADJ.SHELF 1 =_ bN H SHELF
------ ------ ------ ------ ----- ------ ____ _______ r
__________ _______ ------- ______________
PL PL PL- - I P _3 I P _3 PLA I PL-1 PL_1 -------
I I I KNEE BRACE BRACKETS. I
PL-1 PL-1 PL-1
A� 8
A-9 A-9
(4)EQ CABINETS PRECEPTION CASEWORK
(2)BREAK ROOM CASEWORKA-s SCALE I/2"= 1'-D"
A-$ SCALE 1/2" = V-0"
7 mrry
P-LAM DOOR GG
FACES �_J MICHAEL /
FRENCH WIRE THWANG
CLEAT
HANGER MELAMINE W n
INTERIOR
�r'3 1'-32
ADJ — PORTLAND,OREGON�w�
0 F1
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ADJ.
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12'
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SOLID SIRFACE TOP&BACK - Q O
24' 24' SPLASH OVER PLYWOOD 24' 24' i'3' 1'3' V U O
07
P-LAM TOP&BACK SPLASH OVE P-LAM TOP&BACK SPLASH P 1` t' 1 LU LUQ it
PLYWOOD AT ALL SINK AREAS PLYWOOD AT ALL SINK AREAS •'+ ^'`+ -�
P • i' Fav - t P-LAM COUNTER TOP P LAM COUNTER TOP P-LAM WORK SURFACE I
ADA SINK bIT
--_ _ Z — MELAMINE O
LZ
MELAMINE MELAMINE MELAMINE MELAMINE 0 Lo
"m MELAMINE -�w ---1 INTERIOR
INTERIOR INTERIOR INTERIOR INTERIOR �fV O
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BASE J 3- P-LAM BASEJ 3• P-LAM BASE
S• P-LAM BASE P-LAM BASE A
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CASEWORK SECTIONS
co
M
A-9 SCALE 112" = 1'-0" U
U
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DATE: 4/10/20
SPACE PLAN
REVISION
1 .
2.
3.
4.
5.
6.
7.
8.
DRAWN BY:
DETAIL GENERAL NOTES:
1. FOR WALLS UP TO 14'-0"TALL, USE 3625125-30 MTL. STUDS @ 24"O.C. UNLESS
CALLED OUT OTHERWISE IN DETAIL. USE-HUT-125-30 MTL. TRACK. AS SCHEDULED 8" MAX. 8" MAX. \ MICHAEL
2. FOR WALLS OVER 14'-0"TALL, USE 600S125-33 MTL. STUDS 16"O.C. UNLESS EXISTING WINDOW WALL MULLION V' WIRE THWANG �
°e ACTUAL SHAPE AND SIZE MAY VARY AS SCHEDULED W n
CALLED OUT OTHERWISE IN DETAIL. USE 60OT125-33 MTL. TRACK. BLDG. FLOOR OR ROOF STRUCTURE FROM EXTRUSION SHOWN
3. ALL WALLS: ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN °il
° PORTLAND,OREGON
SEALANT IN 1/2"SPACE, EA SIDE.
ANCHORS AT 24"O.C. EXISTING 5851
DEFLECTION CHANNEL GLAZING Q a
4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. F .I oil • • o• 0
BATT INSUL.
5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO I !t��eji • . �i Yz O F
PROJECT FINISH SCHEDULE. MTL. STUDS.
� ) \ /e" • • /e" a .
POWDER DRIVEN ANCHORS BOTH P.IDES 'I F Ia I� ( 3/16"x1" BLACK FOAM INSULATION TAPE ARMSTRONG • gO m ARMSTRONG BERC2 CLIP
PROJECT #
BOTH SIDES SCREW ATTACHED TEMP GLASS \ ATTACHED TO GRID UNATTACHED TO GRID
STRUCTURAL SUPPORTING CALCS: _
ATTACHED WALL UNATTACHED WALL
zx \ w
1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER a w
ALLOWABLE SHEAR=70 LBS w = RACO STYLE RECESSED REVEAL p 8'MAX HANGER WIRE W/STRUT AND SPLAY
Lu X $ TRACK, CONCEPT WALLS#1-487RDT = HANGER WIRE WIRES PER CEILING BRACING DETAIL
2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL LL f` CENTER ON WINDOW MULLION AND POP-RIVET
(WIND) LOAD SHEAR =5 PSF ' 12'-0"l2=30 PLF ., : SECURED BY GYP BOARD. NO SCREWS w CROSS TEE MAIN BEAM CROSS TEE
3. ANCHORS AT 16"O/C IN WINDOW WALL SYSTEM ALLOWED / w
SHEAR =30 PLF ' 16"/ 12"=40 LBS
t`) EXISTING WINDOWSILL / o 0 - 0 0 0 0 0 0 0
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4. UNITY CHECK % e � � a -0eeeeveve
40 LBS/70 LBS = 0.57< 1.0 OK CENTER LINE OF STUD :. WALL STUD FLUSH WITH WINDOW SILL FREE END FIXTED END(FULL 24"
BOTTOM TRACK `_ �•
5. ANCHORS AT 24"O/C SMOOTH FIN. GYP BD. OVER 7/8"ANGLE MOLDING ( TILE SECTION)
SHEAR =30 PLF.24"112"=60 LBS SEALANT IN 1/2" SPACE, EA SIDE. METAL STUDS / 2- TANGLE MOLDING
POP-RIVET �- UNATTACHED THIS SIDE
FINISH FLOOR-TOP OF SLAB O
6. UNITY CHECK WALL BASE EXPANSION JOINT O
60 lbs/70 lbs =0.86 < 1.0 OK NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL M
CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY
1 GENERAL NOTES 2 FULL HEIGHT WALL 3 WINDOW CLOSURE AT MULLION 4 MOUNTING HEIGHTS 5 CEILING SEISMIC JOINTS coY
-10 SCALE 1" = V-0" -10 SCALE V = V-0" \A-10 SCALE 3" = V-0" - SCALE 1/2" = 1'-0" A-10 SCALE 3" = 1'-0" o N
2' FLOOR AND/OR ROOF STRUCTURE Orn
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d
20 GA 3 1/2" METAL STUD BRACING TO ROOF -11--a4 STRUCTURE AT 10'-0" OC TO BUILDING STRUCTURE ARMSTRONG BERC2 CLIP (AS ALTERNATE MEANS U 0 O O L O
ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT in
OF CONSTRUCTION FOR THIS PROJECT.) U) c� n
INTERSECTING WALLS. FASTEN EACH END WITH AT LOCATIONS WHERE WALL wo 4_0 z to � 0
(1)#8 SHEET METAL SCREW WHERE REQUIRED o ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE z
CROSSES A CEILING'T, OR LL PERIMETER NN
RUNS DIRECTLY BELOW, FILL "ia o (,) p co c D
SUSPENDED CEILING GAP WITH COMPRESSIBLE _ z APPROVED VERTICAL STRUT AT 12'-0"O.C. EA.WAY L U) tY M co J
FILLER STRIP. EXISTING o S BEGINING WITHIN 6'-0"OF THE PERIMETER OF EACH � O O O j
/ a CEILING SECTION. SEE STRUT DETAIL Q L
GLAZING O P D- m
BLOCKING TYPICAL AT FASTENING Q PROVIDE HC SIGNAGE FOR ALL
_ i z STRUTS AT FIXTED EDGES NOT ATTACHED TO THE
POINTS ,..
O a 2" NEW AND EXISTING HC RR'S z BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE
• - -. - • - ` ' ui
w BUILDING STRUCTURE ABOVE.
KROY#2835207 BLACK(MEN) MAIN RUNNER TO THE
MTL. STUDS. f / KROY#2835209 BLACK(WOMEN) w - _-- ---
s c+
EMSEAL QUIETJOINT SHG COATED + Lu
5/8" GYP. BIRD. BOTH SIDES jI THREE SIDES ! y TME" w
ADDITIONAL
"' p GANG LO w 0/
•Y:t
C7 CATION
CENTER LINE OF STUD ii t' RACO STYLE RECESSED REVEAL TRACK, m w = - �- z
ya .il f CONCEPT WALLS#1-487RDT CENTER ON •,N J p SECURE ALL HANGERS TO
WINDOW MULLION AND SECURED BY GYP v F BLDG. STRUCTURE ORA
TRAPEZE FOR DUCT
BOARD. NO SCREWS IN WINDOW WALL = _ MAX
- - - 8"
- --- --- -_ __ _ -_ _ _ _ _ _ AND/OR PIPE WORK
SYSTEMALLOWE6 _ w � a -
ELECTRICAL z p
� ~ COUNTERSLOPE HANGERS
EXISTING WINDOWSILL C1 OUTLET OR w m 6'-0"MAX
.• `, w J-BOX w O 0) U) CROSS MEMBERS IF MORE THAN 1:6 OUT OF
BOTTOM TRACK. R;;` "•% y. WALL STUD FLUSH WITH WINDOW SILL n _ a BETWEEN MAIN PLUMB
RUNNERS MAIN RUNNERS AT 4'-0"
SMOOTH FIN. GYP BD.OVER v o U O.C. SUPPORT WITH#12
FINISH FLOOR s` METAL STUDS `O o� o WIRE AT 4'-0" O.C. OR WITH
7 UNDERCUT DOOR AS � v to #10 WIRE AT 5'-0"O.C.
..�. o REQUIRED TO CLEAR
FLOOR FINISH NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS "HEAVY DUTY". ALL
CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY
6 TYPICAL WALL SECTION WALL BRACING DETAIL s WINDOW CLOSURE AT GLAZING s MOUNTING HEIGHTS 10 CEILING BRACING DETAIL
A-10 SCALE 1" = 1'-0" -10 SCALE 6" = V-0" A-10 SCALE 3" = 1'-0" U SCALE 1/2" = 1'-0" -10
N
20 GA 3 5/8" METAL STUD BRACING TO ROOF
STRUCTURE AT 10'-0" OC TO BUILDING STRUCTURE
2'-0'// 2'-0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT
INTERSECTION WALLS. FASTEN EACH END WITH n
(1)#8 SHEET METAL SCREW —0—
SOUND INSULATION 4'CENTEREDOf FAm
TYPICAL STUD 0
OVER WALL J
ROOF DECK
SUSPENDED CEILING OR BEAM
'S
BLOCKING TYPICAL AT FASTENING POINTS.
a ¢
TYPICAL TRACK SOAP PAPER TOWEL SAN.NAP. PAPER TOWEU RECESSED
MTL. STUDS.
DISPENSER DISPENSER DISPENSER DISPENSER/ TOWEL
SUSPENDED CLG ASSEMBLY INSTALL STUDS WITH ..� DISPENSER
5/8" GYP. BIRD. BOTH SIDES SAME DIMENSION (10"
MIN.) FOR BRIDGING
z = ALIGNMENT `
g w CENTER LINE OF STUD �45°
a
w x - --
- -
.. ..,.. ' a-v;y�;.,•,. e . ANCHORS AT 24N v OO
POWDER
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n O O R
3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS 20 GA 3 5/8" METAL STUD BRACING - a0 i
TO ROOF STRUCTURE AT 10'-0" ,� k LL V
' OC W/(2)#8 SHEET METAL % (1)#10-16 SCREW a 4 a
BOTTOM TRACK. SCREWS AT EACH END. BRACING ��, PER STUD FLANGE "�� j 7 U)
TO BE PROVIDED WHERE DISTANCE L
BETWEEN PERPENDICULAR INTERSECTING AT NEW WALLS WITH SEAT COVER TOIL.PAPER/ GRAB BAR MIRROR
`- DISPENSER SEAT COV.DISP./ 4_0
WALLS OR HORIZONTAL BRACING ACOUSTIC INSULATION, SAN.NAP. N N
FINISH FLOOR-TOP OF SLAB �. BETWEEN WALLS EXCEEDS 12'-0"OC SET STUD TRACK IN A DISPOSAL
CONTINUOUS BED OF Q w
SEALANT U.N.O. 07
Y N
11 WALL SECTION WITH SOUND INS. 12 WALL BRACING DETAIL 13 WALL BASE DETAIL 15 ACC. - MOUNTING HEIGHTS a
-10 SCALE 1" = 1'-0" -10 SCALE 3" = 1'-0" A-10 SCALE 3" = 1'-0" A-10 NOT TO SCALE
DATE:
10' MAX SPAN 5/8" PLYWOOD DECK WITH SHEET PERMIT/BID SET
METAL SCREWS
SCHLUTER
BATT 80OS250-54 METAL STUDS AT 16" RENO-U AEU 125 REVISION
INSULATION. O.C., ALIGN WITH WALL STUDS
AL CEILING STUD LOAD
MET1]
BLDG. FLOOR OR ROOF STRUCTURE 1/2", FROSTED, LAMINATED 1
CHART
MAX.SPAN 10' GLASS. EASED EDGES. 12 X 24 FLOOR TILE 2.
SEALANT IN 1/2"SPACE MAX.SPACING 16" WOOD CAP-PAINTED TO MATCH BASE. CPT POT
- DEFLECTION CHANNEL MAX.POINT LOAD 375 LB/STUD Miv LEAVE 1/16"GAP BETWEEN GLASS AND CARPET TO PORCELAIN TILE DETAIL 1/8" GROUT JOINT TYP. 3•
F: BATTINSUL. 5/8"TYPE X GYP. BD. SCREW WOOD.ADD SEALANT IN GAP. ALIGN TO TILE WALL BASE
ATTACHED 4•
MTL. STUDS. RACO#FS-4B RECESSED
5/8"GYP. BD. 5/8"GYP.BD. CENTER LINE OF STUD REVEAL HEADER ALUMINUM'.' EXTRUSION, GYP BOARD WALL 5•
z x SHADED .---- •
SCREW ATTACHED �iw 6.
Z
F=
EXISTING WALL CONSTRUCTION SHOWN
------ BOTH SIDES. SCHLUTER TILE WALL BASE
cD 2x4 WD STUD EA SIDE GLASS AND UNDER SCHIENE AE30 7.
g o a = —- --- GLASS. ADD SPACER AT BOTTOM, FILL VOIDS 8
LL w w r WITH STRUCTURAL SEALANT.
Lu
= - w fr 3625137-33 METAL STUDS x 6 X 24 FLOOR TILE
w W LL 3-5/8" MTL. STUDS @ 24"O.C. CPT Lvr
U) O /� AT 16"O.C. 0
LL b 5/8"TYP.WR LL 5l8"GYP. BIRD. BOTH SIDES CARPET TO LVT DETAIL DRAWN BY:
GYP.BD. z CENTER LINE OF STUD
BOTTOM TRACK. a 1/8" GROUT JOINT TYP.
2"x2"x1/4"T.S. ON (2) 1/2"x6"x3/8" ALIGN TO TILE WALL BASE
CENTER LINE OF STUD w PLATE W/(2) 1/2" PARABOLTS MID
BOTTOM TRACK, WALL AND FEE STANDING ENDS ON 12 X 24 FLOOR TILE
SET IN BED OF SEALANT. ACOUSTIC SEALANT IN 1/2"SPACE, SCHLUTER
EA SIDE. 6'-0"O.C. (4'-0"O.C. ON TRANS. SCHIENE AE30
� WALLS)
SEALANT IN 1/2"SPACE, EA SIDE. FINISH FLOOR-TOP OF SLAB 4" RUBBER BASE-NP. EA SIDE
FINISH FLOOR-TOP OF SLAB REST ROOM SIDE OFFICE SIDE CPT VCT A� l 0
FINISH FLOOR CARPET TO VCT DETAIL
16 FULL HEIGHT FURRING 17 RESTROOM WALL SECTION18 PARTIAL HT WALL DETAIL 19 FLOORING TRANSITIONS 20 FLOOR TILE DETAIL
„ _
-10 SCALE 1" = 1'-0" -10 SCALE 1" = 1'-0" -10 SCALE 1" = 1'-0" 10 SCALE 1 - 1 A-10 SCALE 3 - 1 -0"