Plans (12) BUP2021 -00109
0100 00 GENERAL DATA LIVE LOADS. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. I. UNITS REQUIRING DUCTED SMOKE DETECTION
GENERAL REQUIREMENTS 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A446 M GRADE A(33000 k. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH
PSI)G60. TENANT IMPROVEMENT _5 MICHAEL
1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND I. ANY SUPPLEMENTAL EXHAUST FNS OR SPECIAL SYSTEMS
ED EQUAL. m. ZONE DIAGRAM
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR
2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING
5. STANDARD AN VGYPSU BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM HVAC DESIGN STANDARDS C7 WIRE THWANG
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE C-36. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: f Q r �� C7
THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 6. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). �i
3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE 7. USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH p. ADDRESS LOADS BY SPECIFIC LOCATION ND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY RECEIVED
EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK SYSTEM. �� PORTLAND,OREGON O
TENANT PRIOR TO CONSTRUCTION: 99yy (`_
DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO WALL CONSTRUCTION EXECUTION MAY �� �Ob9 9� ) <-v
ALL MATERIALS AND INSTALLATION, DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE a. EXTERIOR EXPOSURE AREAS PACTRUST
LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE 1. FASTEN FRAMING MEMBERS TOGETHER BV WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING b. INTERIOR AREAS,SIZE AND USE CITY OF TIGARD O F O�
SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW
4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD c. CONFERENCE/TRAINING ROOMS BUILDING DIVISION
STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS MATERIALS LIGHTER THAN 18 GA. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION
INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. TENANT. PROJECT # 21240 1 240
5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA.
FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES.
6. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE STEWARD PARTNERS
CARPETS. STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT ZONES.
7. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE 4, ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES.
ROOF MEMBRANE TO MATCH THE EXISTING ROOF. JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE
8. ALL ROOF WORK TO BE COORDINATED WITH PACTRUST PROPERTY MANAGEMENT AND BE PERFORMED BY STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. GLOBAL ADVISORY L L C
PACTRUST APPROVED ROOFING COMPANIES. APPROVED COMPANIES INCLUDE: AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2
TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST.
a. ARROW ROOFING, 503-460-2767 4. REMOVE EXISTING FLOORING AT NEW WALLS UNLESS SPECIFICALLY INDICATED BY ARCHITECT. 7. HVAC UNITS EQUAL Tp R }�Ep��j2 THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED 15495 SW SEQUOIA PKWY., SUITE 150 Q
b. ROOF TOPPERS,360-574-7248 TO A MONITORINGS�A'fltl 'l"HIP THE BUILDING. PORTLAND, OR 97224 Q
5. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR
c. GOT YOU COVERED ROOFING,503-975-9136 THE PROJECT. 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS
10.CONTRACTOR MAY SUBMIT ALTERNATE ROOFING CONTRACTOR TO BE REVIEWED AND APPROVED BY 6. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER.
PACTRUST PRIOR TO BID. WITH 1l4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS PROJECT NARRATIVE c
11.VERIFY WITH BUILDING OWNER ANY ROOF WARRANTY REQUIREMENTS. 7. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. BELOW ROOFING. cu
12.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. 8. FINISH QUALITY: a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF
3
13.ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH AREA PROCESS TRADE NOMENCLATURE CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. PROJECT CONSISTS OF REMODEL WORK TO 3,960 SF OF OFFICE SPACE.
A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED.
O
POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. OFFICE/OTHER AREAS TAPE/2 FINISH COATS`/ SMOOTH FINISH TAPED(LEVEL 4) c. CONDENSATE MUST BE TRAPPED AT UNIT. WORK SHALL INCLUDE BUT NOT BE LIMITED TO Q Ch
14.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS USG"FIRST COAT' `SAND AFTER TAPE/FINISH COAT(S)
NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. • SELECTED DEMO OF EXISTING NON STRUCTURAL WALLS Z
AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 1
15.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 9. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN �
COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL SHOWN ON PLANS. INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND • NON STRUCTURAL DRYWALL/METAL STUDS WALLS Y
CLAMPED(STAINLESS STEEL WORM GER). ca D_
BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 09 53 00 SUSPENDED ACOUSTICAL CEILINGN
ACTIVITIES. 12.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUSTAND e SUSPENDED CEILINGS E Q C4
16.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING
1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. CORROSION WITH OIL BASED PAINT(COLOR GREY). • DOORS/FRAMES AND PAINTING
O O
RESTROOM FACILITIES. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING 13.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND = 5 a. N
SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. RADIUS OF MANUFACTURER'S GUIDELINE.
17.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT • ELECTRICAL DISTRIBUTION
PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS: � O M r 0
COMMON BUILDING AREA BE USED FOR STORAGE. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. • LIGHTING
18.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. N � Z 04 0 m
SPRINKLERS. ALL WORK TO MEET ADA REQUIREMENTS. uD g N NLO
19 ELECTRICAL AND PLUMBING CONFIRM SIZES OF ALL NINGS REQUIRED FOR THE INSTALLATION OF STRUCTUWORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION.MECHANICAL, 5. PRODUCTS: c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. O H CD 1 N
d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. WORK
/�� V LQ Ch th N
20.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) 15.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. Y Y O R K INCLUDED BUT PERFORMED UNDER SEP. PERMIT � o ,� � Q
21.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. b. TILES-ARMSTRONG FINE FISSURED#1732.24 x 24 x 518"W1 ANGLED TEGULAR EDGE
22.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. c. ACCESSORIES-MANUFACTURERS'STANDARD 16.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEIILING.
MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR.
23.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE 17,DISTRIBUTION DUCTWORK: FIRE PROTECTION SPRI N KLERI NG
24.UPON COMPLETION OF THE PROJECT,THE CONTRACTOR MUST PROVIDE A DETAILED CLOSEOUT PACKAGE CONDITION SO THAT CEILING TILES LAY FLAT.
a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED.
PER INSTRUCTIONS INCLUDED IN THE CONSTRUCTION CONTRACT.RETENTION WILL BE HELP PER CONTRACT 7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE HEATING, VENTILATION & AIR CONDITIONING WORK
UNTIL THE COMPLETED CLOSEOUT PACKAGE IS RECEIVED AND HAS BEEN APPROVE BY THE CONSTRUCTION ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING.
MANAGER,ARCHITECT,AND PROPERTY MANAGER. 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE
25.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, 9. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE MINIMUM R4.2 INSULATION WITH FSK BARRIER.
FUNCTIONING PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD
TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. U I L D I N G INFORMATION
WHETHER OR NOT SHOWN ON THE DRAWINGS. 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO
26.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED 8Y CONTRACTOR ARE NOTED"N.I.C.". NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45
FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. DEGREES. REALTY OWNER. PACIFIC ASSOCIATES U
27."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 11.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. R R .µ , L.P.
PLANE, EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE g, ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. 15350 SW SEQUOIA PKWY #300
28.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS RE INTERRELATED. PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL
29.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN END SHALL BE StIPPORTED WITHIN 8INCHES OF EACH WALL. 18.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. PORTLAND, OR 97224 -J
TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER 19.DIFFUSERS: .,
REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE_ADJUSTABLE CURVED BLADES-DESIGN
REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 21NCHES OF EACH VERTICAL STRUT. TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. (503) 624-6300 (PHONE)
CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE-
DIRECTED AT CONTRACTOR'S COST. FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A (503) 624-7755 (FAX)
30.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. O
PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST .I�
SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. WYE BRANCH. BLDG. #: PCC BLDG. #2 (pCC225)
COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR.SUBMITTALS MAY BE DELIVERED IN PDF 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT
FORMAT FOR REVIEW. COMPLETION.
31.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 16JNSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UNATTACHED 20.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE
LICENSED BCONTRACTYTHEHE APPROPRIATE JURISDICTION ALL FIRE NSYSTEMS SHALL BE OR THE DESIGN OFDBY A PROFESSIONAL ENGINEER THIS TYPE OF SYSTEM. COORDINATE NDCHES OFTHE D`rER BARS ARE NOT PERIMETER WALL. REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 APPROHONEVEDLL SUBST URCIAL TE: TOTALDLI�Ijk9G�3P��1P�ffMVZRCICREEN MODEL TS8220U1003 AL THERMOSTAT MODEL N0�74 2 00ERE S--77fDAY CONST. TYPE.: I I-B � Q
INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE 1TIN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY THIS c+ B I LDI H EVER Q
CENTERED APPLICABLE).CEILING
TILE(OR 2 x N GYPSUM OF A
BOARDCEILINGS SECOND K 11 SHALL BE PRE-APPROVED ROVED WHERE
BY 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL OVER THE ENTIRE SPACE. REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM T S U NG HOUSES SEVERAL TENANTS INCLUDING THIS TENANT. THE N
THERMOSTATS AND BALANCE SYSTEM.
THE ARCHITECT PRIOR TO INSTALLATION.SUBMITTALS MAY BE DELIVERED IN PDF FORMAT FOR REVIEW. 19.BENT OR DAMAGED T-BARS TO BE REPLACED. 21.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. EXISTING BUILDING IS A SINGLE STORY BUILDING OF 27,349 SF AND IS J
32.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ESA"EXPANSION SLEEVE FULLY SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR SIDES OF AT Q
INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. ACCEPTABLE. e'
HVAC TESTING. W
07 00 00 THERMAL& MOISTURE PROTECTION 09 65 19 RESILIENT FLOORING -LUXURY VINYL TILE 22. LEAST 40 FEET. Ix
�.0
1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, O
EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH
2. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. 2. INSTALL TILES IN 113 OFFSET ASHLAR PATTERN U.N.O. APPROVED PLANS AND SPECIFICATIONS. ALLOWABLE AREA 23,000 (IBC TABLE 503) J
3. AT ALL UN-USED EXISTING ROOF PENETRATIONS, REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. 3. DO NOT WAX OR OTHERWISE SURFACE TREAT EXCEPT CLEANING. b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN
08 10 00 DOORS AND WINDOWS 4. USE SCHLUTER TRANSITIONS PER FLOORING TRANSITION DETAILS. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SPINKLER INCREASE - 200% 46,000 SF (IBC 506.3)
1. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 09 68 00 CARPET c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND
FILED WITH PACTRUST. TOTL ALLOWABLE AREA 69,000 SF
a. BAXTER AND FLAMING. (503)225-0486 1. CARPET SQUARE(24'X 24"NOMINAL) 23.PROJECT CLOSE OUT DOCUMENTS REQUIRED: U)
b. D&D DOOR (503)205-5533 a. INSTALL IN VERTICAL ASHLAR PATTERN U.N.O. a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. TENANT INFORMATIONIL
c. BENSON INDUSTRIES (503)907-2200 2. USE SCHLUTER TRANSITIONS PER FLOOR TRANSITION DETAILS. b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. L.L
d. GRANT SUPPLY (360)887-0647 09 91 23 PAINTINGui
3. DOOR AND RELITE FRAMES SHALL BE ALPHA ALUMINUM PRODUCTS,INC.(AAP). SUBMITTAL REQUIRED PRIOR INTERIOR: c. HARD COPY OF AutoCAD FILE ABOVE. M
TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. p �'CC225-1 50 SPEC OFFICE 7
1. WALLS: e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. LU
4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, c. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. �y
FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. 26 00 00 ELECTRICAL : DESIGN /BUILD OFFICE COPT (-
d. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT
5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 1204-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G GENERAL OCCUPANCY AREAS & LOADS: CM OF TIGARD�, � � �
6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. LATEX ENAMEL. 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES, ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR ABBREVIATIONS EXISTING B 3,960 SF
7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. 2. DOORS AND FRAMES: HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. BRK BRICK PAVERS REVIEWED FOR CODE COMPLIANCE nQ Lu
B. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING CP-# CUT PILE CARPET Approved: 1+ Y
HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH ROLLED APPLICATION. SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. PP
APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 3. ALL NEW ELECTRICAL DEVICES TO BE WHITE. NYLON COVER PLATES NOT ALLOWED. CR CHAIR RAIL TOTAL 3,960 SF 40 OCC OTC: _ - D_ N
b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH E EXISTING04
SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT T SUBJECT TO REJECTION BY ARCHITECT IF THIS ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION 4. REPLACE ALL NON-WHITE EXISTING ELECTRICAL DEVICES TO WHITE.NYLON COVER PLATES NOT ALLOWED. 9 Q 04
ETR EXTEND TO ROOF
PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL Permit!!s- () ,'�(� I- ��_ O in
X
SAMPLE. c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S 5. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. FWC FABRIC WALL COVERING NUMBER OF EXITS REQUIRED _ S � D_ � �
PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, GT GROUT B 1 EXITS , Address: Q 00
9. ALL INTERIOR GLAZING SHALL BE TEMPERED. AND FINISH WITH SATIN OIL ENAMEL. 6. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. Q. UJ
HM HOLLOW METAL Suite#:
10.IN ALPHA ALUMINUM CLEAR ANODIZED PRODUCTS USE GRAY SEALS.MATCH IF EXISTING.ALL OTHER d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. 7. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS VE SUITE NUMBER. METER E�,. CJ I �`� Date: =a0-2/ OU � Z
CONDITIONS USE BLACK. IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO PGWB PAINTED GYPSUM WALL BOARD
3. GENERAL NOTES: TENANTS MOVE-IN. PL-# PLASTIC LAMINATE CODE SUMMARY _
09 00 00 FINISHES U_ 65
c. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER 8. EXIT LIGHTS:LITHONIA EDGAR-G-EL RECESSED MOUNT,GREEN LETTERS. PLW PLASTIC LAMINATE WAINSCOT
GENERAL SPRAY. 9. LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. POT PORCELAIN TILE LL L
1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR d. ALL SURFACES TO BE SANDED BETWEEN COATS, PRIOR TO INSTALLATION OF NEXT COAT. POTW PORCELAIN TILE WAINSCOT ALL CONSTRUCTION WORK SHALL BE DONE-IN COMPLIANCE WITH STATE U v D_
TO INSTALLATION OF NEW FLOORING. e. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF All PAINT MATERIALS,RUBBISH,CANS,AND 10.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. PT-# PAINT AND LOCAL CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT a LO d
2. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT AND RUGS AT THE END OF EACH DAY. 11.00CUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. RC RUBBER BASE COVED
SOME VCT APPLICATIONS.VERIFY WITH ARCHITECT PRIOR TO APPLYING WAX COATINGS. f. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 12.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT RF RUBBER BASE FLAT LIMITED TO:
3. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SAT SUSPENDED ACOUSTICAL TILE • 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) DATE: 2021 .04.07
SPECIFICATIONS. SEQUENCES ROVEDP PLANTION S
• 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC)
a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS g. PROTECT WORK OF OTHER TRADES. IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SC SEALED CONCRETE PERMIT BID ET
b. PLASTIC LAMINATES h. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. 13.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA SV SHEET VINYL
c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 10 00 00 SPECIALTIES BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO FINISH SPECIFICATIONS. VCT VINYL COMPOSITION TILE • 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) REVISION
d. PAINT 14.REMOVEALL UNUSED LOW VOLTAGE WIRING(TELEPHONE MID DATA)FROM THE RECEPTACLE TOTHE WBC WALL BOARD CEILING 0 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC)
1044 16 FIRE EXTINGUISHERS DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION WCG WALL CORNER GUARD
e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLN) OF THE EXISTING LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING. WD WOOD • 2019 OREGON FIRE CODE (OFC) 1.
f. TOILET PARTITIONS 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. OFFICE LIGHTING WOC WALK OFF CARPET ASCE-7-10 1 CC/ANS I A117.1-2017
4. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK.EXCEPTION AT EXISTING CASEWORK TO REMAIN. 100 00 FIRE SUPPRESSION : DESIGN /BUILD 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835. WW WINDOW WALL 2.
5. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET PER TRANSITION 1. ADJUST EXISTING SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE 2. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL AREA OF WORK CITY OF TIGARD 3.
STRIP DETAILS. CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS
6. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE) CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO ACCEPTABLE. Approved by Planning
09 21 00 GYPSUM BOARD INSTALLATION, 3. LIGHT SWITCHES:ACUITY CONTROLS PRESET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO �` _ Date: 21 4
2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. "VACANCY"AND TO TURN ON AT LAST DIM LEVEL.SET TIME-OUT TO MAXIMUM. -
NO OOPS RINGS ALLOWED. k. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD
GENERAL At 5•
Initials:
1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 23 00 00 HVAC : DESIGN/BUILD I. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD - i -_
PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPES _ 6'
DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND GAS METER m. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD "�
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INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24'O.C. OR ONE STUD SPACING), 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. 7
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EACH SIDE AND OPPOSITE SIDES. METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR +] .1 $ `\
- - 7�■ 8.
2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN TO TENANT'S MOVE-IN.
FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. HVAC-BID PROCEDURE ++
3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH T^ r
1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN DRAWN BY:
r +--�--�
COAT(LEVEL 3 FINISH). PAINT AS INDICATED. +' +� �'
4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER PROPER WORKING ORDER. -�n A
2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH
METAL STUDS. UNITII
5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL 3. LIST TONNAGE OF EACH UNIT. s 0 a
MEETS MULLION AND EMSEAL WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. s s ---
6. AT ALL EXISTING WALLS, REMOVE ALL NAILS, SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND HVAC-DESIGN PROCEDURE
PATCH HOLES READY FOR PAINT. 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS
OW
LISTED BELOW.
7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR LI
PAINT. 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,HN.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR
8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH
NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. BUILDING LOCATION VALIDITY OF PERMIT
WALL CONSTRUCTION MATERIALS INCLUDE THE FOLLOWING:
1. PROVIDE STUDS,TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE g. DUCTING AND SIZES THE ISSUANCE OF A PERMIT A� O
INSTALLATION. h. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER BASED ON CONSTRUCTION
2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED ON PLANS WHERE PHYSICAL i. ROOF EQUIPMENT,SIZES AND LOCATIONS 410 LOCATION MAP z� BUILDING I LD I NG PLAN DOC:IJMFNTC AAIn nTucn Z�
STRUCTURAL PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED
NOT TO SCALE A-0 SCALE 1" = 50' DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
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DIMENSIONS, DETAILS,AND JOB SITE CONDITIONS A. IT SHALL BE THE CONTRACTORS AND/OR THE PEERLESS CERRA WALL LED DATE: 2021 .04.07
PRIOR TO PROCEEDING WITH THE WORK,AND SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
NEW STANDARD WALL AND ACOUSTICAL INS. PERMIT/BID SET
REPORT ANY DISCREPANCIES TO THE ARCHITECT A-3 DIMENSIONS, DETAILS,AND JOB SITE CONDITIONS WALL/TRUSS MOUNTED EGRESS LIGHT FIXTURE
BEFORE STARTING CONSTRUCTION. PRIOR TO PROCEEDING WITH THE WORK,AND LITHONIA ELM-LT(EMERGENCY LIGHT FIXTURE)
® 1 NEW STANDARD WALL NO ACOUSTICAL INS. REPORT ANY DISCREPANCIES TO THE ARCHITECT WALL MOUNTED EGRESS LIGHT FIXTURE REVISION
B. SEE SHEET A-1 FOR GENERAL PROJECT A-3 BEFORE STARTING CONSTRUCTION.
INFORMATION.
8 STANDARD SWITCH
DUPLEX RECEPTACLE B. SEE SHEET A-1 FOR GENERAL PROJECT 1
C. SEE SHEET A-1 FOR PROJECT SPECIFICATIONS. INFORMATION.
NEW DUPLEX RECEPTACLE ® OCCUPANCY SWITCH
2.
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D. SEE SHEET A-2 FOR THE REFLECTED CEILING PLAN. FOURPLEX RECEPTACLE C. SEE SHEET A-1 FOR PROJECT SPECIFICATIONS. 3.
® RECESSED,CEILING MOUNTED EMERGENCY EXIT
E. SEE SHEET A-3 FOR SCHEDULES. °z@ DEDICATED OUTLET D. SEE SHEET A-2 FOR THE REFLECTED CEILING PLAN. LIGHT 4.
F. PAINT AT NEW WALLS OR AREAS OF DEMO. MATCH 8♦ EXISTING ELECTRICAL TO REMAIN E. SEE SHEET A-3 FOR SCHEDULES. Y--SUPPLY DIFFUSER 5.
EXISTING COLORS. FLOOR MONUMENT WI SERVICES SHOWN ® RETURN DUCT
F. ADJUST HVAC REGISTERS AS NECESSARY TO s
SPECIAL OUTLET EXHAUST FAN
G. REMOVE WALLS AS INDICATED IN THEIR ENTIRETY. MATCH LIGHTING LAYOUT. 7.
THIS INCLUDES ALL ELECTRICAL AND DATA 2%2 CEILING SPRINKLER HEAD
CONNECTIONS. PATCH AND REPAIR ALL DAMAGE EXISTING TELIDATA MUD RING WITH PULL STRING G. ADJUST FIRE SPRINKLERS AS NECESSARY TO cxlo AN0 8'
TO CEILING GRID AND WALL CONNECTION POINTS. ACCOMMODATE NEW WALL CONFIGURATION TILE a EXIT SIGN(LED RED)
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CARPET SQUARE TILE: RM# NAME FLOOR BASE WALLS CEILINGS REMARKS RM#
CPT-1 MOHAWK GROUP PTR - CARPET SQUARE "ART EXPOSURE" ADAPTALBE BT432 / QB432 NORTH EAST SOUTH WEST MATERIAL HEIGHT
958 ECRU, FLEXLOK CONNECTORS 1101 OPEN OFFICE CPT-1 RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" 101
VERTICAL ASHLAR PATTERN - NORTH / WEST DIRECTION 1102 OPEN OFFICE CPT-1 RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" - 102
1103 OFFICE CPT-1 RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" - 103
WALK-OFF CARPET TILE 1104 IT/STOR LVT RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" - 104 U
WOC MOHAWK GROUP TUFF STUFF II - STEP UP II 1105 MAIL/COPY LVT RF PT-1 PTA J PT-1 PT-1 SAT (ETR) 9'-0" - 105 J
989 OBSIDIAN, DIRECT GLUE 1106 OFFICE CPT-1 RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" -- 106 J
USE MOHAWK M700 ADHESIVE. (M95.0 IN HIGH MOISTURE AREAS) 1107 HALL CPT-1 RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" -- 107
(NOTE: FOR PRICING OF ALL MOHAWK PRODUCTS CONTACT: 108 WOMEN POT (ETR) 6" POT (ETR) POT-1 (ETR) PT-1 (ETR) POTW (ETR) / POT-1 POTW (ETR) / POT-1PT-1- (ETR) 9'-0" -- 108 O
BETH GISH (503) 704-4168 or STEPHEN DELONG (971) 201-0458 ! (ETR)POTW (ETR) / PT-1 (ETR)
TR)TW (ETR) / PT-1
109 MEN POT (ETR) 6" POT (ETR) PT-1 (ETR) PT-1 (ETR) (ETR) (ETR) PT-1 (ETR) 9'-0" - 109 (n
LUXURY VINYL TILE
LVT MOHAWK GROUP MATUTO PLUST STONE C0135 110 OFFICE CPT-1 RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'4" - 110 Q
959A GREY GRANITE STONE 1111 OPEN OFFICE CPT-1 RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" -- 111
1112 OFFICE CPT-1 RF PT-1 _ PT-1 PT-1 PT-1 SAT (ETR) 9'4" -- 112 N Q
BASE
RF FLEXCO 4" FLAT RUBBER BASE, 071 BLACK / BROWN, AT ALL CARPET AREAS. 1113 HALL CPT-1 RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" - 113 3 J
RC FLEXCO 4" COVE RUBBER BASE, 071 BLACK / BROWN, AT ALL HARD SURFACES. 1 114 FILE STORAGE LVT RF PT 1 PT-1 PT-1 PT-1 SAT (ETR) 9' 0" - 114 Q
115 FILE STORAGE LVT RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" - 115 � co
PAINT: 1116 BREAK LVT , RF PT-1 PT-1 PT-1 PT-1 SAT (ETR) 9'-0" - 116 FQ
PT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX. � J
LAMINATE: Q
PL-1 FORMICA 5882-58 CITADEL WARP ALL FACES DOOR SCHEDULE
PL-2 FORMICA 6920-58 MINERAL SPA COUNTER, B.S. AND SELF-EDGE.
CAB PULLS 626 SATIN CHROME DOOR DATA FRAME DATA HARDWARE uJ o
FIRE RATING REMARKS MARK LO
MARK DOOR SIZE THK 1 CORE VENEER FINISH HAND MANUF. FINISH DEPTH ACTION MANUFACTURER FINISH FUNCTION z w
COUNTER TOP ALTERNATE: 1101 T-0" x 9'-0" 1 1/2" -- N/A ETR Left ETR ETR 4 1/2" -- PUSH/PULL/CLOSER/LEVER LOCK ETR_ ETR JETR 1 101 I_—
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SOLID SURFACE COUNTERS
103 3'-0" x 8'-0" 1 3/4" Sc AFRCN MAHOG WALNUT 70284-A Right ALPHA NAT ALUM 4 7/8" -- LEVER LATCH SCHLAGE 626 2 103 w U)_
SSC PENTAL QUARTZ BQ300P ALPINE POLISHED COUNTER, B.S. AND SELF EDGE 1104 T-0" x 8'-0" 1 3/4" Sc AFRCN MAHOG WALNUT 70284-A Left ALPHA NAT ALUM 4 7/8" - LEVER/ LOCK SCHLAGE 626 -- 104 Q w
106 T-0" x 8'-0" 1 3/4" SC AFRCN MAHOG WALNUT 70284-A Left ALPHA NAT ALUM 47/8" - LEVER LATCH SCHLAGE 626 2 106 U
DOORS, HARDWARE AND FRAMES - LU a-
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HARDWARE 626 SATIN CHROME 1108 T-0" x 8'-0" 1 3/4" SC AFRCN MAHOG WALNUT 70284-A Left ALPHA NAT ALUM 4 7/8" - LEVER LATCH (AL SERIES) ETR ETR ETR - 108 Q Q CN
FRAMES CLEAR ANODIZED 1109 T-0" x 8'-0" 1 3/4" SC AFRCN MAHOG WALNUT 70284-A Left ALPHA NAT ALUM 4 7/8" - LEVER LATCH (AL SERIES) ETR ETR ETR - 109 O rn
110 T-0" x 8'-0" 1 3/4" SC AFRCN MAHOG WALNUT 70284-A Right ALPHA NAT ALUM 4 7/8" -- LEVER LATCH SCHLAGE 626 2 110 Q 0- 0 p
112 T-0" x 8'-0" 1 3/4" SC AFRCN MAHOG WALNUT 70284-A Right JALPHA NAT ALUM 47/8" -- LEVER LATCH SCHLAGE 626 2 112 Ov (n o
114 T-0" x 8'-0" 1 3/4" SC AFRCN MAHOG WALNUT 70626-A Left ALPHA NAT ALUM 4 7/8" -- LEVER / LOCK SCHLAGE 626 114 U U)
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1115 T-0" x 8'-0" 1 3/4" SC AFRCN MAHOG WALNUT 70284-A Left ALPHA NAT ALUM 47/8" -- LEVER / LOCK SCHLAGE 626 115 w LO
1116A T-0" x 8'-0" 1 3/4 Sc AFRCN MAHOG WALNUT 70284-A Right ALPHA NAT ALUM 4 7/8 - LEVER / LOCK SCHLAGE 626 116A (n na. ! a
1116B T-0" x 9'-0" 1 1/2" -- N/A J ETR Left ETR ETR 4 1/2" -- PUSH/PULL/CLOSER/LEVER LOCK ETR ETR ETR -- 116B DATE: 2021 .04.07
NOTES: PERMIT/BID SET
1. EXISTING STOREFRONT DOOR AND HARDWARE TO REMAIN. REVISION
2. 3'-0" FULL HEIGHT SIDELIGHT
1.
2.
3.
4.
5.
6.
7.
8.
DRAWN BY:
DETAIL GENERAL NOTES: �/ FLOOR AND/OR ROOF STRUCTURE ARr
1. FOR WALLS UP TO 14'-0"TALL, USE 3625125-30 MTL. STUDS @ 24"O.C. UNLESS ARMSTRONG BERC2 CLIP(AS ALTERNATE MEANS J� �T ,Jx
CALLED OUT OTHERWISE IN DETAIL. USE 362T125-30 MTL.TRACK. 8"MAX. 8" MAX, OF CONSTRUCTION FOR THIS PROJECT.) \ MICHAEL
EXISTING WINDOW WALL MULLION ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE C6 WIRE THWANG VO
2. FOR WALLS OVER 14'-0"TALL, USE 60OS125-33 MTL. STUDS @ 16"O.C. UNLESS ACTUAL SHAPE AND SIZE MAY VARY W n
CALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL.TRACK. BLDG. FLOOR OR ROOF STRUCTURE FROM EXTRUSION SHOWN APPRPERIMETER 111,1111Z ,, 111,111"
3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN rA
° °,� BEG NOING WIVED THINI6 40"OF THEL STRUT APERIMETER OF EACH PORTLAND,OREGON
SEALANT IN CHSPACE, EA SIDE. CEILING SECTION. SEE STRUT DETAIL 511,51 ��.ANCH ppTT 22q p C EXISTING4. IALLS WITF1'ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. DEFLECTION CHANNEL GLAZING °, sSTRUTS AT FIXTED EDGES NOT ATTACHED TO THE5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO BATTINSUL. I , j2 `CBUILDING TO HAVE 4 WAY LATERAL BRACING FROM THEOf
PROJECT FINISH SCHEDULE. �a" ` . e" OMAIN RUNNER TO THE BUILDING STRUCTURE ABOVE.MTL. STUDS.5/8"GYP. BD. 3/16"x 1" BLACK FOAM INSULATION TAPE ARMSTRONG BERC2 CLIP o ARMSTRONG BERC2 CLIP ' ° PROJECT # 21240
POWDER DRIVEN ANCHORS BOTH SIDES SCREW ATTACHED ATTACHED TO GRID UNATTACHED TO GRIDSTRUCTURAL SUPPORTING CALCS: Z = ATTACHED WALL UNATTACHED WALL1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER a w � RACO STYLE RECESSED REVEAL g•Mex HANGER WIRE W/STRUT AND SPLAY
ALLOWABLE SHEAR=70 LBS wTRACK, CONCEPT WALLS#1-487RDT HANGER WIRE - _ = WIRES PER CEILING BRACING DETAIL
2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL(WIND) LLO a CENTER ON WINDOW MULLION AND SECURE ALL HANGERS TOA
LOAD SHEAR=5 PSF* 12'-0"/2 =30 PLF "' SECURED BY GYP BOARD. NO SCREWS POP-RIVET BLDG. STRUCTURE ORA
CROSS TEE MAIN BEAM CROSS TEE �8" TRAPEZE FOR DUCT
3. ANCHORS AT 16"O/C
IN WINDOW WALL SYSTEM ALLOWED MAX AND/OR PIPE WORK Q
i /
SHEAR=30 PLF" 16"/12"=40 LBS 0 0 0 0 0 0 0 0 0 0 6'-0"MAX COUNTERSLOPE HANGERS Q
EXISTING WINDOW SILL e o 0 o e e IF MORE THAN 1:6 OUT OF
d]eeeeeeeeeee � ee ° aeee � � � � � � � � �� CROSS MEMBERS -
4. UNITY CHECK (s PLUMB
CENTER LINE OF STUD WALL.STUD FLUSH WITH WINDOW SILL BETWEEN MAIN
40 LBS/70 LBS =0.57< 1.0 OK FREE END FIXTED END(FULL 24" RUNNERS MAIN RUNNERS AT 4'-0" C
BOTTOM TRACK SMOOTH FIN. GYP BD. OVER 1" TILE SECTION) O.C. SUPPORT WITH#12
5. ANCHORS AT 24"O/C 7/8"ANGLE MOLDING (0
SHEAR=30 PLF'24"/ 12"=60 LBS SEALANT IN 1/2" SPACE, EA SIDE. _ _ !::— METAL STUDS POP-RIVET 2" TANGLE MOLDING WIRE AT 4'-O"O.C.OR WITH
FINISH FLOOR-TOP OF SLABUNATTACHED THIS SIDE #10 WIRE AT 5'-0"O.C.
EXPANSION JOINT -� O
6. UNITY CHECK NOTECEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL 0 cco
:
60 lbs/70 lbs=0.86< 1.0 OK CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY
(A-3
GENERAL NOTES OA-3
FULL HEIGHT DEMISING WALL 3 WINDOW CLOSURE AT MULLION OA-3
CEILING SEISMIC JOINTS 5 CEILING BRACING DETAIL cSCALE 1" = V-0" SCALE 1" = V-0" A-3 SCALE 3" = V-0" SCALE 3" = V-0" A-3 E co
a N
Orn
20 GA 3 1/2" METAL STUD BRACING TO ROOF L N
STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE L ^ ^ ^ J 0 O p L O
7 NTERSEC? ABOVE OTNGAWALLSLLS N FASTEN EACH ENDGER THAN I WITOHT "' - y � d co L i m
(1)#8 SHEET METAL SCREW WHERE REQUIRED — ACOUSTICAL BLANKET ABOVE GRID. KINETICS AS SCHEDULED
ca U Z N N
KNM 100RB. TAPE WITH 3M 3015VP TAPE. SEAL p
CEILING TILES / TYPICAL STUD r/ V c i 7 N
SUSPENDED CEILING 20 GA 3 5/8" METAL STUD BRACING TO ROOF CO1 o o V STRUCTURE AT 10'-O"OC WHERE REQUIRED EXISTING Lo O d Lo Lo v
BLOCKING TYPICAL AT FASTENING GLAZING \ .._ a
POINTS
SUSPENDED CEILING
\ \
.. ...... . .... ... .. :... ,,,.,,: w� TYPICAL TRACK
MTL. STUDS.
EMSEAL QUIETJOINT SHG COATED INSTALL STUDS WITH ++
5/8" GYP. BIRD. BOTH SIDES J, THREE SIDES SAME DIMENSION (10"�� S �•.+ TEMP GLASS
�— MIN.) FOR BRIDGING Lu
MTL. STUDS. ALIGNMENT \
CENTER LINE OF STUD 5/8"GYP. BD. BOTH SIDES J \ p
RACO STYLE RECESSED REVEAL TRACK,
z = CENTER LINE OF STUD f. CONCEPT WALLS#1487RDT CENTER ON ��� = r ,
WINDOW MULLION AND SECURED BY GYP
w = V BOARD. NO SCREWS IN WINDOW WALL rte+"++ / POWDER DRIVEN w J
U) O '— 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS as SYSTEM ALLOWED ��,, "•.,+� k ANCHORS AT 24"O.C. / to J
EXISTING WINDOW SILL (1)#10-16 SCREW /
BOTTOM TRACK. ? WALL STUD FLUSH WITH WINDOW SILL ��� PER STUD FLANGE
BOTTOM TRACK. r' - SMOOTH FIN. GYP BD.OVER AT WALLS WITH
ACOUSTIC INSULATION,
FINISH FLOOR
j METAL STUDS /
r.. , .. SET STUD TRACK IN A O
-- FINISH FLOOR CONTINUOUS BED OF U)
SEALANT. \
06 TYPICAL WALL SECTION O WALL SECTION WITH SOUND INS. / CURTAIN (A-3 WINDOW CLOSURE AT GLAZING WALL BASE DETAIL 10 MOUNTING HEIGHTS p
A-3 SCALE 1" = V-0" A-3 SCALE 1" = V-0" SCALE 3" = V-0" OA-3 SCALE 3" = V-0" A-3 SCALE 1/2" = 1'-0" Q
20 GA 3 5/8" METAL STUD BRACING TO ROOF 2 ' J
STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE
2'-0" 2'-0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT
� m
INTERSECTION WALLS. FASTEN EACH END WITH AT LOCATIONS WHERE WALL 10
(1)#8 SHEET METAL SCREW CROSSES A CEILING'T', OR LLO
RUNS DIRECTLY BELOW, FILL • �� � o / Fems, J
SOUND INSULATION 4'CENTERED GAP WITH COMPRESSIBLE � ����?.r f 1�OVER WALL FILLER STRIP. V
O F
ROOF DECK HiQ PROVIDE HC SIGNAGE FOR ALL
SUSPENDED CEILING _ _ OR BEAM a '
C7 / 2" NEW AND EXISTING HC RR'S (/J
BLOCKING TYPICAL AT FASTENING POINTS. .' ' :`T . u:.' - `- ..' ''' : •"' w / KROY#2835207 BLACK(MEN)
KROY#2835209 BLACK(WOMEN) I�I�
a l ,:..
IL
MTL. STUDS. ? ;p:d w o
SUSPENDED CLG ASSEMBLY
SCHLUTER SCHLUTER is
5/8" GYP. BIRD. BOTH SIDES ? . / " ADDITIONAL SWITCH
�:. SCHIENE AE30 SCHIENE AE30 iz z W
GANG LOCATION H
cy
g CENTER LINE OF STUD `.'^` . �"T'
a w °/ L.I_
w "' �5 I CARPET TO VCT DETAIL CARPET TO LVT DETAIL -'N = o WW to
a:.. r.--.: r^F.F..i.:. r
W :t;s, ''ri '.r::�.,' ^A:i'..rJs i" 1+ ..'�'x: ..tit.✓;lS'o <.a.�:f. _ w
3-1/2"BATT INSUL. IN SOUND ATTENUATION WALLS - ri '.! j 20 GA 3 5/8" METAL STUD BRACING V 11 (J Y
TO ROOF STRUCTURE AT 10'-0" \ ELECTRICAL � F Z w W 0- N
OUTLET OR J v> O
7 OC W/(2)#8 SHEET METAL w J-BOX O z Q t`
.,;i a 't SCREWS AT EACH END. BRACING
BOTTOM TRACK. ' -`i n 0 _ 0 0 O ix
TO BE PROVIDED WHERE DISTANCE .N O O O 5 ix
"s) BETWEEN PERPENDICULAR INTERSECTING w �� pLD = V Q N� O p
' WALLS OR HORIZONTAL BRACING i4 to 6 c o W
FINISH FLOOR-TOP OF SLAB BETWEEN WALLS EXCEEDS 12'-0"OC UNDERCUT DOOR AS m v m o> OU O
?' — o REQUIRED TO CLEAR Z
FLOOR FINISH W U w Q
J
13 WALL SECTION WITH SOUND INS. (A-3
WALL BRACING DETAIL 15 WALL BRACING DETAIL 16 FLOORING TRANSITIONS 17 MOUNTING HEIGHTS U) a
A-3 SCALE 1" = 1'-0" SCALE 6" = 1'-0" p`-3 SCALE 3" = 1'-0" A-3 SCALE 1" = 1' A-3 SCALE 1/2" = 1'-0"
DATE: 2021 .04.07
PERMIT/BID SET
REVISION
24" I 24"
138, 1" 1" 1.
P-LAM DOOR 'iN 2
P-LAM COUNTER TOP P-LAM COUNTER TOP 7 �' \
FACES 3
FRENCH °��
HANGER MELAMINE civ civ �0 4'
CLEAT INTERIOR
5.
7, 6.
ADJ. MELAMINE
INTERIOR - 7•
8.
o
ADJ. m
ADJ. �� �� DRAWN BY:
- 12„ 1 - '
P-LAM BASE g• P-LAM BASE
P-LAM BOTTOM t� A� 3
23 CASEWORK SECTIONS
A-3 SCALE 1" = V-0"