Plans (15) BUP2019 -00332
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SW72"OAVENUE PROJECT NARRATIVE
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PROJECT CONSISTS OF REMODEL WORK TO 11 ,312 SF OF EXISTING OFFICE AND BUILDI cDl , ' J.,
A L � �1 1 WAREHOUSE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL
F - u d �� STUDS, SUSPENDED CEILINGS, DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA
REQUIREMENTS. �T�' OF I
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PROJECT #19270
o �� '� WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT
BUILDING LOCATIO �z^ FIRE PROTECTION SPRINKLERING V
N — �,
G HEATING, VENTILATION & AIR CONDITIONING WORK �
M ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE ,E
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BUILDING INFORMATION - c a
OWNER: PACIFIC REALTY ASSOCIATES, L.P. W
SITE MAP \ - - - TOTBC 1&11 15350 SW SEQUOIA PKWY #300
A-1 NOT TO SCALE z� PORTLAND, OR 97224 = a
(503) 624-6300 (PHONE) g N
> 00)
(503) 624-7755 (FAX) a p o LO
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BLDG. #: pbc198 (BLDG. H) U) Q N N
oma
1 2 3 4 5 6 7 8
CONST. TYPE.: V-B FULLY SPRINKLERED CO p LID LO
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20'1 20'1 4 BAYS @ 25'= 100'NOM. 20'-0" c d
sss, sss, sss, sss, sss, sss, MOW
A - - - - ------------------ -'------------------------ - - - - ---------------------- THIS BUILDING HOUSES MULTIPLE TENANTS. THE EXISTING BUILDING IS A SINGLE STORY BUILDING =
OF 21 ,180 SF AND IS FULLY SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST
60 FEET. m
1
00
9
20'-0" ACTUAL BUILDING AREA TOTALS
0
MEMO
:1,�77 B OCCUPANCY 13,077 SF
B =
- S-1 OCCUPANCY = 8,073 SF
TOTAL 21 ,150 SF
I I 10 MIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3)
25'NOM. ALLOWABLE AREA IS UNLIMITED. (OSSC 507.3)
- - - -
- TENANT INFORMATION
TENANT: pbc198-1340 VACANCY
N
OCCUPANCY AREAS & LOADS:
B 5,386 SF 54 OCC p�
S-1 4,663 SF 10 OCC LL
F .TOTAL 10,049 SF
NUMBER OF EXITS REQUIRED
' B 2 EXITS
' I S-1 1 EXITS a, U
l I CODE SUMMARY U
-
ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL CODE OFFICE COPY Q w
REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: > Z
CITY OF TIGARD w
• 2014 OREGON STRUCTURAL SPECIALTY CODE �
REVIEWED FOR CODE COMPLIANCE
• 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) � � d N
G - • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) oTc: [ j z m
• 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) Permit#: (� aa� q _ ��� ' = o
r • 2014 OREGON FIRE CODE OFC -4 - 00 m
AREA OF WORK ( )
2 OVERALL BUILDING PLAN • ASCE-7-10 Address: gyp S� , „r o 0
— Suite#: rQ
- --- _- - Zr` % • ICC/ANSI A117.1-2009 B Date: chi) J
A-1 1/32" = 1'-0” — Y= 7� 1�— I`�I V � 1--
• 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE C) v 0-1
Q- aca
9/9/19
PERMIT/CONST
REVISION
1 .
VALIDITY OF PERMIT 2.
THE ISSUANCE OF A PERMIT 3.
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER 4•
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM 5.
REQUIRING THE CORRECTION 6.
OF ERRORS. OSSC 105.4
7.
8.
DRAWN BY:
R.M.T.
0100 00 GENERAL DATA 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL 23 00 00 HVAC : DESIGN /BUILD b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR.
MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. !#3
J!�,GENERAL REQUIREMENTS GAS METER c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION, DESIGNED FOR 115 DEGREES C6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND PATCH HOLES READY FOR PAINT. 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS N SUITE NUMBER. OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUMNOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL � 082
2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR TO TENANTS MOVE-IN. ASSEMBLY AND CASE.
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED PAINT
S HVAC-BID PROCEDURE MARTIN W. HANSON
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT.
THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN BUILDING AREAS 5,000 SF AND LARGER.
WALL CONSTRUCTION MATERIALS PROPER WORKING ORDER.
3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH 14.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. 'vn�CLA KAM S, OREGO
EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK INSTALLATION. UNIT 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT •�' O
DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND �a �}
ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL 3. LIST TONNAGE OF EACH UNIT. SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE I, 7�
LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. HVAC-DESIGN PROCEDURE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. O H O�
SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 1
4. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA
PSI)G60. LISTED BELOW. BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH.
5. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT;H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR ITREMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE PROJECT#19270
CARPETS. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION
6. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND AN APPROVED EQUAL. NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING
ROOF MEMBRANE TO MATCH THE EXISTING ROOF. 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM INCLUDE THE FOLLOWING: OFFICE LIGHTING
7. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED C-36. e. DUCTING AND SIZES 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT G210 LP835.
COMPANIES INCLUDE: 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER
a. ARROW ROOFING, 503-460.2787 C-630. 2. REST ROOM-WALL MOUNTED LIGHT FIXTURE-MARK ARCHITECTURAL LIGHTING SLOT 2 LED,S2LWID 80CRI }i
7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR c. ROOF EQUIPMENT,SIZES AND LOCATIONS 35K 40OLMF 180CRI 135K I60OLMF AS NODIM SCT EGLD MVOLT WHT NS SNS TNS DPL. U
b. PACIFIC ROOFING,503-640-3163 TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. d. UNITS REQUIRING DUCTED SMOKE DETECTION 3. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L06 AR LD MVOLT TRW(IP55 LENS)
c. ROOF TOPPERS,360.574-7248 (EXCEPTION: EXCEPTION AT LOCATIONS TO RELIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 4. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL +i
d. GOT YOU COVERED ROOFING,503-975-9136 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD W THICK WITH SQUARE,REINFORCED, MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS
8. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS
SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. I. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS ACCEPTABLE.
U
AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED
A DAILY BASIS INCLUDING DOCK ACCESS DAILY. 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. g' ZONE DIAGRAM 5. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO
9. PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. HVAC DESIGN STANDARDS "VACANCY"AND TO TURN ON AT LAST DIM LEVEL. L
COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL I l.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: k. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD
BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION
ACTIVITIES. SYSTEM. 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). I. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD
10.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING WALL CONSTRUCTION EXECUTION 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY m. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD
OR TO CONSTRUCTION: C
RESTROOM FACILITIES. 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING TENANT PRIWAREHOUSE LIGHTING p
SCREWS. WELDING SHALL CONFORM TO AWS 013 WELDING PROCEDURE. ELECTRODES AND SCREW a. EXTERIOR EXPOSURE AREAS O p
11.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD 1. LITHONIA LIGHTING LED BAY LIGHTING IBG15L SEF AFL GND MVOLT 40K 80CRi LAOZU DWH. co
PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER MATERIALS LIGHTER THAN 18 GA. b. INTERIOR AREAS,SIZE AND USE 2. LITHONIA LIGHTING ELM LT EGRESS LIGHTING. U) '#
COMMON BUILDING AREA BE USED FOR STORAGE. c. CONFERENCE/TRAINING ROOMS
12.KEEP THE ROOF FREE OF DEBRIS I.E.NAILS,SCREWS,BOTTLES,ETC. AT ALL TIMES. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS
( ) INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. d. COMPUTER I SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION � Y
13.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. a
14.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. Q N
ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES.
15.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE O
JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE ZONES.
16.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. 0 0Lo
17 .FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG 0
TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. fn M r
18.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 Z (D rl-
19 PROVIDE"AS-BUILT"DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTAWINGS OF THE WORK AT THE ON OF ION DOCOUMENTS MARKED UP ILr W WITH RED THE PROJECT. TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. }� U) Q N cj
PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUOATOUGH) 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED a� p F. ^ ^
WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. TO A MONITORING STATION WITHIN THE BUILDING.
SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS CAD � O O
Lo
FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS 0
"AS-BUILT"DRAWINGS AND O&M MANUALS HAVE BEEN RECEIVED AND APPROVED. . 7. FINISH QUALITY: SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. T- f1
20.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, AREA PROCESS TRADE NOMENCLATURE 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS
FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED BELOW ROOFING.
TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF WAREHOUSE TAPE/FINISH COAT' TIGHT DOUBLE(LEVEL 3) a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF =
WHETHER OR NOT SHOWN ON THE DRAWINGS. OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE.
21.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". USG"FIRST COAT" 'SAND AFTER TAPE I FINISH COAT(S) b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. 0
22."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. c. CONDENSATE MUST BE TRAPPED AT UNIT. 0]
PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING.
23.00 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. N
8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS p
24.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN SHOWN ON PLANS. 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN r-
TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TOINSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND L)
REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL 09 53 00 SUSPENDED ACOUSTICAL CEILING CLAMPED(STAINLESS STEEL WORM GEAR). 0
REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 12.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND
CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS ASy, FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING CORROSION WITH OIL BASED PAINT(COLOR GREY).
DIRECTED AT CONTRACTOR'S COST. 13.SYSTEM,INCLUDING GRID PANELS,AND HANGARS AND ACCESSORIES. LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND
- -- -
25.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND RADIUS OF MANUFACTURER'S GUIDELINE. -- - -- -"- -- -- -- -
3USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIESINC.PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL . , 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS:
SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO
COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER.
26.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS SPRINKLERS b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS.
CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER 5. PRODUCTS: c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST.
LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY)
INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER.
CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK 11 TYPE OF CEILING TILE WHERE b. TILES-ARMSTRONG FINE FISSURED#1732,24 x 24 x 6/8"W/ANGLED TEGULAR EDGE 15.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS.
APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY c. ACCESSORIES-MANUFACTURERS'STANDARD
THE ARCHITECT PRIOR TO INSTALLATION. 16.OROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEIILING.
27.000RDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR,
INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. CONDITION SO THAT CEILING TILES LAY FLAT. 17.0ISTRIBUTION DUCTWORK:
7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE
GENERAL ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED.
1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR b. 28 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING.
TO INSTALLATION OF NEW FLOORING. 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS.
9INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLSTHE OTHER TWO EDGES SHALL BE C. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH
. .
2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH to
MINIMUM R4.2 INSULATION WITH FSK BARRIER.
A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT.
POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. 1 O.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO d. HANGERS 12 GAUGE WIRE 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD
NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT HANGERS AND FULL DIAMETTEE R STRAP UP TO 18"0. LARGER THAN 18'MUST HAVE SADDLE TYPE CLAMP.
07 00 00 THERMAL& MOISTURE PROTECTION FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45
1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. I1.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND DEGREES.
2. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH.
PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING,
3. AT ALL UN-USED EXISTING ROOF PENETRATIONS,REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. g'
08 10 00 DOORS AND WINDOWS 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER 18.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. Faih
1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. 19.DIFFUSERS:
2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN
WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL.
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 b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE-
b. D&D DOOR (503)205-5533 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. r ,
A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. V
c. BENSON INDUSTRIES (503)907-2200 cALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST
.14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. WYE BRANCH. z
d. GRANT SUPPLY (360)887-0647 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL.
3. DOOR AND RELITE FRAMES SHALL BE ALPHA ALUMINUM PRODUCTS,INC.(AAP). SUBMITTAL REQUIRED PRIOR d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT
TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 16.EDGES. UN-ATTACHED BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UATTACHED COMPLETION.
EDGES.SPREADER BARS ARE NOT REQUIRED IFA 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 20.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED, NEW THERMOSTATS TO BE U
4. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. INCHES OF THE PERIMETER WALL. HONEYWELL COMMERCIAL GRADE WS/ONPRO 8000 TOUCH SCREEN MODEL TB822OU1003 WHERE POSSIBLE.
5. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 09 9123 PAINTING APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY Q
PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY UJ
6. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 3/4"BACKSET. INTERIOR: F-
THE FINISHED DOOR SKIN W/STAIN AND FINISH
REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM Z
7. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR FI " " 21THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION
1. WALLS: THERMOSTATS AND BALANCE SYSTEM. UJ
HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD SUPER SEALPRIMER. . . U
APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT O
SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 22.WAREHOUSE HEAT: (ul)) 0 N
PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATEVM LLJ lY N
SAMPLE. LATEX ENAMEL. ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE TSTAT FOR EACH UNIT. `. , I`-
8.
8. ALL INTERIOR GLAZING SHALL BE TEMPERED. 2. DOORS AND FRAMES: r� Z O)
23.EXHAUST FANS: � Q
9. IN ALPHA ALUMINUM PRODUCTS USE GRAY SEALS. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT co _
10.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE ROLLED APPLICATION. CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. D7 0
CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8"LENGTH b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS, 100 CFM WITH A TT
WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. V J ~ z
ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION U) Z
I I.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UPc. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING > Q
FINISH FOR AS NEW LOOK. PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. U U) J
12.OVERHEAD DOORS;WAYNE DALTON THERMOSPAN 125,EXTERIOR WHITE/STUCCO. FLUSH STEEL INSULATED, AND FINISH WITH SATIN OIL ENAMEL. c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE U O
2"THICK;STANDARD LIFT OPERATING STYLE WITH TRACK AND HARDWARE. OPERATION;PULL ROPE FOR d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, Q M 0
DOORS TO 10'TALL,CHAIN HOIST FOR TALLER DOORS. 3. CEILINGS: CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. Q 11 r f1
13.TUNE UP EXISTING OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS-
a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. - a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A 9/9/19
ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. ROOFTOP MOUNTED FAN.
b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE 24.HVAC TESTING. PERMIT/CONST
c. REPLACE BENT TRACKS AND PANEL SECTIONS. WITH MILLER PAINT 6200 OR 4480. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS,
d. REPLACE ROLLERS AND HINGES AS NEEDED. 4. GENERAL NOTES: EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH REVISION
e. REPLACE ROPES AS NEEDED. a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER APPROVED PLANS AND SPECIFICATIONS.
f. LUBRICATE ROLLERS SPRAY' b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN
b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. 1
09 00 00 FINISHES
c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND
GENERAL RAGS AT THE END OF EACH DAY. FILED WITH PACTRUST. 2
1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 25.PROJECT CLOSE OUT DOCUMENTS REQUIRED:
2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. 3.
a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS e. PROTECT WORK OF OTHER TRADES. b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. 4
b. PLASTIC LAMINATES I. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. c. HARD COPY OF AutoCAD FILE ABOVE.
c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 10 00 00 SPECIALTIES d. OPERATIONS MANUALS FOR ALL EQUIPMENT, INCLUDING TSTATS. 5.
d. PAINT 10 44 16 FIRE EXTINGUISHERS e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. 6
e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) 26 00 00 ELECTRICAL: DESIGN/BUILD
f. TOILET PARTITIONS 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. GENERAL 7.
g. HARDWARE 12 00 00 FURNISHINGS 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR 8.
3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. 1. PROVIDE ROLLER BLINDS AT ALL EXTERIOR WINDOWS. HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD.
4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET a. MARIAK CONTRACT CHAIN OPERATED CLUTCH ROLLER SHADES 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING
SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS.
5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE)OF TILE b. NO HEAD BOX U.N.O. 3. ALL NEW ELECTRICAL DEVICES TO BE WHITE DRAWN BY:
(CERAMIC,QUARRY OR PORCELAIN) c. FABRIC-MARIAK ECONOSCREEN-3%COLOR-903 GRAY/BLACK U.N.O. R.M.T.
09 21 00 GYPSUM BOARD 4. REPLACE ALL NON-WHITE EXISTING ELECTRICAL DEVICES TO WHITE
5. INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS. 5. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER.
GENERAL 2100 00 FIRE SUPPRESSION : DESIGN/BUILD
1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 6. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS.
.
PARALLEL FRAMING ON EACH SIDE OF METAL STUDS SPACED AT O.C. FASTEN WITH 1'TYPES 1PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD 7. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS SUITE NUMBER. METER
DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO
CEILING AREAS(GYPSUM BOARD/PLASTER
INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), INSTALLATION. ( ) TENANTS MOVE-IN.
EACH SIDE AND OPPOSITE SIDES.. 8. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO
2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC 1"FOOT CANDLE.
FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. MOVEMENT. NO"OOPS RINGS ALLOWED".
9. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN'MODEL EXPBURWH RED LETTERS,WHITE �
3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH HOUSING,WITH BATTERY BACKUP.
COAT(LEVEL 3 FINISH). PAINT AS INDICATED. 10.WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE Al
4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 208VII20V POWER FROM THE 48OV/277V SYSTEM. SIZE TO BE BIDDER DESIGN.
METAL STUDS. a. TRANSFORMERS TO BE ENERGY STAR LABELED.
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A 1 DEMO PLAN z� 2 REFLECTED CEILING DEMO PLAN z� 9/9/19
PERMIT/CONST
A-1 SCALE 1/8" = V-0"
DEMO NOTES: CEILING DEMO NOTES: REVISION
• DEMO WALLS AS SHOWN. DEMO ALL CEILING LIGHTS AND CEILINGS AS SHOWN
• REMOVE EXISTING EXTERIOR WINDOW BLINDS
• DEMO SOFFIT LIGHTING IN RESTROOMS 1
• RETAIN EXISTING RESTROOM FLOOR TILE Z
3.
4.
5.
6.
7.
8.
DRAWN BY:
R.M.T.
--------------------------------------------- -- FULL TILE THIS ROW
PPROJECT #19270
.0 lT��ONjCPT WOCERONO�Cs270
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CONSTRUCTION PLAN NOTES: CONSTRUCTION CEILING NOTES: o 0
• INSTALL NEW CEILING GRID AT 10'A.F.F. 2 O En
• VERIFY SEPARATION WALL BETWEEN OFFICE I W O O �
I I EXTEND RESTROOM WALLS AS NEEDED
AND WAREHOUSE EXTENDS TO ROOF
I I • EXTEND EXTERIOR FURRING AS NEEDED C � � c0 �
STRUCTURE INSTALL NEW FINE FISSURED CEILING TILES �— Z 4 4
• INSTALL NEW BLT LED LIGHT FIXTURES �r co O
• RESTROOMS WERE REFURBISHED IN 2008. • L O ,
• INSTALL NEW LED LIGHTING IN RESTROOMS (�
REPAIR AND REPLACE ITEMS AS NEEDED. SEE � 0 M M
• SERVICE /REPLACE RESTROOM EXHAUST FANS AS 55 LO 00
SHEET A-3 FOR EXISTING RESTROOM DESIGN B NEEDED L d
s'-0 INSTALL BROADLOOM CARPET IN OFFICE AREA . INSTALL NEW 1500L LED HIGH BAY LIGHTING IN
• REPLACE ALL ELECTRICAL FIXTURES WITH
WHITE FIXTURES I WAREHOUSE _ 2
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WINDOWS I 'D
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AND FLOORING
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7 22'-31- TiT-32 12'-3k 12'-32-
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A-2 SCALE 1/8" = V-0" A-2 SCALE 1/8" = V-0" ft
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FINISH MATERIALS Q c O
ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. a r a
CARPET LOOP PILE: 9/9/19
LP-1 MOHAWK GROUP PTR-BROADLOOM"FIBER ART"CROSS KNIT BC375/BQ375
358 RESHAPED FELT, DIRECT GLUE CONSTRUCTION LEGEND PERMIT/CONST
USE MOHAWK BRAND NUBROADLOK PREMIUM ADHESIVE ONLY
WALK-OFF CARPET TILE: EXISTING TO REMAIN REVISION
WOC MOHAWK GROUP TUFF STUFF 11-STEP UP 11 ______ EXISTING TO BE REMOVED
983 IRON ORE, DIRECT GLUE
USE MOHAWK M700 ADHESIVE. (M95.0 IN HIGH MOISTURE AREAS) NEW STANDARD WALL WITH INS.
(NOTE: FOR PRICING OF ALL MOHAWK PRODUCTS CONTACT: ® Ad NEW STANDARD WALL WITH INS.TO ROOF STRUCTURE 2
BETH GISH(503)704.4168 or STEPHEN DELONG(971)201-0458
3.
PORCELAIN TILE: (EXISTING-FOR REFERENCE ONLY) a ELECTRICAL PANEL 4
POT-1 CROSSVILLE. EMPIRE SERIES 14"x14"VS87 EMPRESS SILVER UP (FLOOR FIELD TILE)
POT-2 CROSSVILLE, EMPIRE SERIES 14"x14"VS87 EMPRESS SILVER PO (WALL TILE) EER FIRE EXTINGUISHER IN RECESSED CAB. 5 r
POT-3 CROSSVILLE, EMPIRE SERIES 2'/2"x 2 W VS85 GENERAL'S GREY PO (ACCENT DIAMONDS)
GT-1 LATICRETE#24 NATURAL GREY(1)or HYDROMENT MISTY GREY H144 rEz FIRE EXTINGUISHER-SURFACE MOUNTED 6
BASE 7
RF FLEXCO4"FLAT RUBBER BASE, 071BLACK IBROWN,ATALL CARPET AREAS, CEILING LEGEND
RC FLEXCO 4"COVE RUBBER BASE,071 BLACK/BROWN.AT ALL HARD SURFACES. $
PAINT:
PT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX. 2 X 2 LED BLT CEILING FIXTURE
PT-2 MILLER NOT USED AT THIS TIME DRAWN BY:
PT-3 MILLER 130-1-05 PERFORMANCE PLUSS-FLAT-MIX IXX79W(WAREHOUSE WALLS) R.M.T.
LED HIGH BAY WAREHOUSE FIXTURE
LAMINATE: (EXISTING-FOR REFERENCE ONLY) OCCUPANCY SENSOR ON EACH FIXTURE
PL-1 FORMICA 5882-58 CITADEL WARP ALL FACES
PL-2 FORMICA 6920-58 MINERAL SPA COUNTER, B.S. AND SELF-EDGE.
CAB PULLS REPLACE EXISTING WITH 626 SATIN CHROME RECESSED LED LIGHT(TYP.) -
DOORS, HARDWARE AND FRAMES $ STANDARD SWITCH
FINISH 3 X 8 PS WHITE MAPLE-CLEAR FINISH
MFGR PACIFIC ARCHITECTURAL WOOD PRODUCTS, INC. ® OCCUPANCY SWITCH
ADDRESS 714 NE 55TH AVENUE, PORTLAND,OR 97213
CONTACT DICK MARSH PHONE:(503)284-0024 FAX: (503)284-0107 CEILING OCCUPANCY SENSOR A� 3
HARDWARE 626 SATIN CHROME B EXIT SIGN(LED RED)
FRAMES CLEAR ANODIZED
CONTRACTOR TO PROVIDE ROLLER BLINDS AT ALL EXTERIOR GLASS.
DETAIL GENERAL NOTES: 2' Pr.fICLA
OD
1. FOR WALLS UP TO 14'-0"TALL, USE 362S125-30 MTL. STUDS @ 24"O.C. UNLESS
CALLED OUT OTHERWISE IN DETAIL. USE 362T125-30 MTL. TRACK. 8" MAX. 8" MAX. " 3082
2. FOR WALLS OVER 14'-0"TALL, USE 600S125.33 MTL. STUDS @ 16" O.C. UNLESS g TIN W. HANSON
CALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL. TRACK. o o •N ,,�� LLo
3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN KAMS, OREGON
ANCHORS AT 24"O.C. f! Q
4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. ROOF DECK
` o� oia PROVIDE HC SIGNAGE FOR ALL O O
5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO OR BEAM ` , Y2 O a 2" NEW AND EXISTING HC RR'S ? v Orl
/� Q w KROY#2835207 BLACK(MEN) w
PROJECT FINISH SCHEDULE. 4 4 KROY#2835209 BLACK(WOMEN)ARMSTRo
POWDER DRIVEN ANCHORS N SUSPENDEDCLGASSEMBLY ATTACHEOD TNG O
2CLIP UNATTACARMSTRSTROHEDNG NG BOGRDLIP Q F PROJECT #19270
STRUCTURAL SUPPORTING CALCS: ATTACHED WALL UNATTACHED WALL MEN ADDITIONAL SWITCH LL
-- -- - -— -
°1 o GANG LOCATION
1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER 8"MAX HANGER WIRE W/STRUT AND SPLAY _ - �- z
45° HANGER WIRE WIRES PER CEILING BRACING DETAIL 0 O
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ALLOWABLE SHEAR=70 LBS N o
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2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL �v w
(WIND) LOAD SHEAR =5 PSF ' 12'-0"/2=30 PLF — CROSS TEE
3. ANCHORS AT 16"O/C
20 GA 3 5/8" METAL STUD BRACING MAIN BEAM CROSS TEE U
SHEAR=30 PLF ' 16" 12" 40 LBS a U
TO ROOF STRUCTURE AT 10'-0" ELECTRICAL w z
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OC W/(2)#8 SHEET METAL o 0 0 0 0 0 0 o e 0 e e e 0 w JOBOX T OR w � Up N U
4. UNITY CHECK SCREWS AT EACH END. BRACING eveeeeeeeevaeeeeeee -0ee
rjM Of
40 LBS/70 LBS =0.57 < 1.0 OK F TO BE PROVIDED WHERE DISTANCE FREE END FIXTED END(FULL 24" =,N L \ 00 �'w
5. ANCHORS AT 24"O/C BETWEEN PERPENDICULAR INTERSECTING 7/8"ANGLE MOLDING TILE SECTION) v a 7 U
SHEAR= 30 PLF '24"/ 12"=60 LBS WALLS OR HORIZONTAL BRACING POP-RIVET 2' TANGLE MOLDING 4 5o bo 0
' BETWEEN WALLS EXCEEDS 12'-0"OC UNATTACHED THIS SIDE UNDERCUT DOOR AS co v co
6. UNITY CHECK EXPANSION JOINT o REQUIRED TO CLEAR O
60 Ibs/70 Ibs =0.86< 1.0 OK NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS "HEAVY DUTY". ALL FLOOR FINISH 0 0
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CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY
1 GENERAL NOTES WALL BRACING DETAIL �s�CEILING SEISMIC JOINTS 13 MOUNTING HEIGHTSco
A-4 A-4 SCALE 3" = 1'-0" - SCALE 1/2" = 1'-0" = a¢ N
A-4 SCALE 1" = 1'-0" SCALE 3" = 1'-0" n
FLOOR AND/OR ROOF STRUCTURE 2- O o�
20 GA 3 5/8" METAL STUD BRACING TO ROOF Z) Ox
STRUCTURE AT 10'-0" OC TO BUILDING STRUCTURE ARMSTRONG BERC2 CLIP(AS ALTERNATE MEANS 0 O O Lo
2'-0" 2'-0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT OF CONSTRUCTION FOR THIS PROJECT.) U) 0 co (-
INTERSECTION WALLS. FASTEN EACH END WITHADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE $ z v v
(1)#8 SHEET METAL SCREW PERIMETER N
TYPICAL STUDLITE KIT WHERE SPECIFIED cp 1,-
APPROVED VERTICAL STRUT AT 12'-0"O.C. EA.WAY 6" z
SOUND INSULATION 4'CENTERED z " FRAME TO MATCH DOOR O_' M M
BEGINING WITHIN 6'-0" OF THE PERIMETER OF EACH I g c'i 00
OVER WALL CEILING SECTION. SEE STRUT DETAIL ole / a O Lo Lo
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SUSPENDED CEILING STRUTS AT FIXTED EDGES NOT ATTACHED TO THE a z v
BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE C7
BLOCKING TYPICAL AT FASTENING POINTS. MAIN RUNNER TO THE BUILDING STRUCTURE ABOVE. w w 1
TYPICAL TRACK o
MTL. STUDS. w I O
INSTALL STUDS WITH
5/8" GYP. BIRD. BOTH SIDES SAME DIMENSION (10" cn ADDITIONAL SWITCH m
F MIN.) FOR BRIDGING y O00
Z 2 W z
w w CENTER LINE OF STUD ALIGNMENT o O z a GANG LOCATION O
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AND/OR PIPE WORK _ U _
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LL ----- - ---- , `.r gMAX^ TRAPEZE FOR DUCT \ ELECTRICAL
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3-1/2" BATT IN UL. IN NDA t --'�� -`Y ANCHORS AT 24"O.C. - -- -` — -- � a - w U_ �
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COUNTERSLOPE HANGERS v OUTLET OR w z
(1)#10-16 SCREW 6'-0 3U
"MAX CROSS MEMBERS IF MORE THAN 1:6 OUT OF w7 J-BOX U)IO U
BOTTOM TRACK. �� PER STUD FLANGE BETWEEN MAIN PLUMB O x � a
RUNNERS MAIN RUNNERS AT 4'-0" `,N \ LJ
AT NEW WALLS WITH Ls I
O.C. SUPPORT WITH#12 o
ACOUSTIC INSULATION, WIRE AT 4'-0"O.C.OR WITH
FINISH FLOOR-TOP OF SLAB SET STUD TRACK INA #10 WIRE AT 5'-0"O.C. UNDERCUT DOOR AS m v
o REQUIRED TO CLEAR
CONTINUOUS BED OF NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL FLOOR FINISH
SEALANT U.N.O. CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY
2 WALL SECTION WITH SOUND INS. 6 WALL BASE DETAIL 10 CEILING BRACING DETAIL 14 MOUNTING HEIGHTS
A-4 SCALE 1" = 1'-0" A-4 SCALE 3" = 1'-0" A-4 SCALE 1/2" = 1'-0"
3
BLDG. FLOOR OR ROOF STRUCTURE
SEALANT IN 1/2"SPACE, EA SIDE.
DEFLECTION CHANNEL
BATT INSUL.
MTL. STUDS. IL
5/8"GYP. 8D.
BOTH SIDES SCREW ATTACHED Z
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CENTER LINE OF STUD r Z f
BOTTOM TRACK 00 m 1 O
SEALANT IN 1/2"SPACE, EA SIDE.
FINISH FLOOR-TOP OF SLAB W Q
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FULL HEIGHT WALL a
- SCALE 1" = 1'-0"
9/9/19
PERMIT/CONST
REVISION
1.
2.
3.
4.
5.
6.
7.
8.
DRAWN BY:
R.M.T.