Plans (16) BUP2020 -00099
TENANT IMPROVEMENT ���'� ARc�i
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for wWWIREIbTHWANG
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C� PORTLAND,OREGOAPR N
i; PACTRUST CITY OOF T2OZOTIGARD 9�F o F'
BUILDING DIVISION
PROJECT # 19480
TENANT: Q
SPEC OFFICE VACANCIES Q
7374 SW DURHAM ROAD z
PORTLAND, OR 97224 <
PROJECT NARRATIVE _
PROJECT CONSISTS OF REMODEL AND DEMO WORK TO 4,433 SF OF EXISTING O
OFFICE SPACE AND 4,015 SF OF EXISTING WAREHOUSE SPACE. WORK SHALL i p
INCLUDE BUT NOT BE LIMITED TO DEMOLITION OF EXISTING WALLS, CEILINGS,
LIGHTING AND RESTROOMS FACILITIES. NEW WALLS, CEILINGS, LIGHTING AND Q
RESTROOM FACILITIES. CONSTRUCTION CONSISTS OF METAL STUDS, SUSPENDED r
CEILINGS, DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA WY n
REQUIREMENTS. 0- N
WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT 0
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PROTECTIONFIRE SPRINKLERING
JCD Ln
HEATING, VENTILATION AIR CONDITIONING WORK LU o LO U`
ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE w U) O n
PLUMBING Q �: Z
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BUILDING INFORMATION TENANT INFORMATION
OWNER: PACIFIC REALTY ASSOCIATES, L.P. SPEC OFFICE VACANCIES
15350 SW SEQUOIA PKWY#300
PORTLAND, ORE 97224 OCCUPANCY: B /S-1
(503) 624-6300 (PHONE) FLOOR AREA: 4,433 SF (B OCC)
(503) 624-7755 (FAX) 4,015 SF (S-1 OCC)
8,448 SF TOTAL
BLDG.#: PBC BLDG. G (pbc197)
CONST.TYPE.: III-B
THIS BUILDING HOUSES VARIOUS TENANTS INCLUDING THIS TENANT. THE EXISTING
BUILDING IS A SINGLE STORY BUILDING OF 45,773 SF AND IS FULLY SPRINKLERED.
THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST 40 FEET.
ALLOWABLE AREA
ALLOWABLE AREA 23,000 (IBC TABLE 503)
SPINKLER INCREASE-200% 46,000 SF (IBC 506.3)
TOTAL ALLOWABLE AREA 69,000 SF
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CODE SUMMARY
ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH
STATE AND LOCAL CODE REQUIREMENTS THAT APPLY, INCLUDING Ix
BUT NOT LIMITED TO:
• 2019 OREGON STRUCTURAL SPECIALTY CODE am
• 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC)
• 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) VALIDITY OF PERMIT U
• 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) THE ISSUANCE OF A PERMIT
• 2014 OREGON FIRE CODE (OFC) BASED ON CONSTRUCTION
• ASCE-7-10 DOCUMENTS AND OTHER
• ICC/ANSI A117.1-2009 DATA SHALL NOT PREVENT
• 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
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-- DATE: 2020-01-13
AREA OF WORK PERMIT/BID SET
BUILDING PLAN ti REVISION
A-0 SCALE V' = 30' OFFICE COPY
SW 72ND AVENUE .
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CITY OF TIGARD 2.
�� D � Q REVIEWED FOR (;Jllr: COMPLIANCE
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Permit 6.
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E M N O Suite #: 7.
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By---:::� Date: c�Z0 8.
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DRAWN BY:
49
CITY OF TIGARD
Approved by Planning
Date: LD
BUILDING LOCATION TO TBC I&11 .Initials:
2 LOCATION MAP z� BUILDING DEPARTMENT USE
A-0 NOT TO SCALE
01 00 00 GENERAL DATA 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR MOVEMENT. NO"OOPS RINGS ALLOWED". 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR D
GENERAL REQUIREMENTS PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S 22 00 00 PLUMBING : DESIGN/BUILD HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. \`� AR Q
DRYWALL SCREWS 8'Q.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND GENERAL REQUIREMENTS 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING �� A �61
1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24'O.C. OR ONE STUD SPACING), SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. J
STRUCTURAL SPECIALTY CODE AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. EACH SIDE AND OPPOSITE SIDES.. 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN
2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. ALL NEW ELECTRICAL DEVICES TO BE WHITE � MICHAEL
2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL(1)MASTER SHUT OFF VALVE FOR EACH SET OF � WIRE IGTHWANG
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. 4. REPLACE ALL NON-WHITE EXISTING ELECTRICAL DEVICES TO WHITE �� n
3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH RESTROOMS. LOCATE VALVE BEHIND HANDICAP WATER CLOSET IN MEN'S TOILET ROOM. 5. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. -I
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED COAT(LEVEL 3 FINISH). PAINT AS INDICATED. 3. ALL DOMESTIC WATER'NPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE 6. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS.
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER INSULATED.� i p CP
THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. METAL STUDS. '" ''tt'' 7. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METER �1 PORTLAND,OREGON O
4. WATER fiEATF (ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V. PROVIDE HUB DRAIN AT IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO 5851
4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL LOCATION FOR BLOW OFF. TENANTS MOVE-IN. �h^
EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. 5. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V130A. ADJUST WATER 8. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO
`
DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO O 0
ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR 1-FOOT CANDLE. I
LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE PATCH HOLES READY FOR PAINT. AVAILABILITY,(503)2364148. 9. EXIT LIGHTS:RUUD LIGHTING'PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE
SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR 6. FLOOR DRAINS SHALL BE INSTALLED IN TOILET ROOMS CONTAINING TWO(2)OR MORE WATER CLOSETS OR 2 HOUSING,WITH BATTERY BACKUP. ��11
5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING PAINT OR MORE WATER CLOSETS AND URINALS IN COMBINATION. THE FLOOR SHALL SLOPE TOWARD THE FLOOR PROJECT # 19480
7480
STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THISDRAIN. 10.WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE
INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. 7 FLOOR DRAINS TO BE INSTALLED WITH PRIMER VALVE WITH ISOLATION VALVE. NO ATMOSPHERIC 20BW120V POWER FROM THE 48OV12TTV SYSTEM. SIZE TO BE BIDDER DESIGN.
6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. . WALL CONSTRUCTION MATERIALS PRIMERS. DRAINS TO BE PRIMED FROM TOILET FIXTURES UNLESS OTHERWISE APPROVED BY a. TRANSFORMERS TO BE ENERGY STAR LABELED.
1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE PACTRUST. PROVIDE A MIN. 12"x 12'ACCESS DOOR. b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR.
7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET'WALK-OFF MATS'TO PROTECT EXISTING INSTALLATION. 23 00 00 HVAC : DESIGN/BUILD c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C
CARPETS. 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS Q
8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. GAS METER OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-112 PERCENT BNFC TAPS. MAXIMUM
ROOF MEMBRANE TO MATCH THE EXISTING ROOF. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL Il
9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR ASSEMBLY AND CASE. (J
COMPANIES INCLUDE: PSI)G60. TO TENANTS MOVE-IN. 11.FOR FLOOR POWER AND DATA ACCESS Z
a. ARROW ROOFING, 503-460-2767 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR HVAC-BID PROCEDURE a... .AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL 1. _ Q
b. PACIFIC ROOFING,503-640-3163 AN APPROVED EQUAL. 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN PROPER WORKING ORDER. b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS
c. ROOF TOPPERS,360-574-7248 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8'THICK WITH TAPERED EDGES CONFORMING TO ASTM AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1'CONDUIT FOR POWER AND 2'CONDUIT FOR
d. GOT YOU COVERED ROOFING,503-975-9136 C-36. 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH DATA. =
6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM UNIT 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. O
10.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS C-630. 3. LIST TONNAGE OF EACH UNIT. 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS.
AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY.
7. AT TOILET ROOMS USE 5/8'USG R ADA OCK BRAND PLUMBING
UGH INTERIOR PANEL FROM FLOOR HVAC•DESIGN PROCEDURE I p
11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO TO 48'A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. 14.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN BUILDING AREAS 5,000 SF AND LARGER. p
COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS z M
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.) 15.00CUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. 1`
LISTED BELOW. *
ACTIVITIES. 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD Yi THICK WITH SQUARE,REINFORCED, 2, PRIOR TO AWARD OF CONSTRUCTION CONTRACT,HN.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR 16.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT Q
12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND 2 U
REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE
RESTROOM FACILITIES. 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. W Y 0-
INCLUDE THE FOLLOWING: D.. Nr
10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. NN it
13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT 17.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA LJ_ N
PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER a. DUCTING AND SIZES _ Q N 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 BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH.
SYSTEM. b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER 18.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE � 0 p Il
14.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. WALL CONSTRUCTION EXECUTION c. ROOF EQUIPMENT,SIZES AND LOCATIONS DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION
15.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING d. UNITS REQUIRING DUCTED SMOKE DETECTION OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING J 0 Q p0 tL
16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH OFFICE LIGHTING ui U) Q CO � 4t
ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835. >
Z U`
E ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS
MATERIALS LIGHTER THAN 18 GA. > � �
17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 9• ZONE DIAGRAM 2. OFFICE EGRESS LIGHTING:ISOUTE MINI GENIE SERIES LED VERSION ALTS NM E -CEILING AND WALL = U) J � W Z
18.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS r , p = ^ ^ Q
HVAC DESIGN STANDARDS ACCEPTABLE. V
19.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. _ c� 0 co co J
20.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 THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: 3. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO C in 0 Lo Lq DO
STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). "VACANCY"AND TO TURN ON AT LAST DIM LEVEL. G � _ m
21.PROVIDE"AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION.'As-BUILT" LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD
DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY
PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS STUDS AT CORNERS,POSITIONED E RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS RI TOP TENANT PRIOR TO CONSTRUCTION: b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD
SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG a. EXTERIOR EXPOSURE AREAS c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD
FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE.
"AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED AND APPROVED. b. INTERIOR AREAS,SIZE AND USE WAREHOUSE LIGHTING
223T 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 c. CONFERENCE/TRAINING ROOMS 1. LITHONIA LIGHTING LED BAY LIGHTING IBG15L SEF AFL GND MVOLT 40K 80CRI LAOZU DWH.
THE PROJECT. warehouses below 20'
FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED ( )
TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) d AND 24-HOUR USE.VERIFY NEED PFOR A SEPARATE SPLIT SYSTEMTO MAINTAINATEMPERATURE. 2. LITHONIA LIGHTING ELM LT EGRESS LIGHTING.
WHETHER OR NOT SHOWN ON THE DRAWINGS. WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING.
23.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. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED USE&EXPOSURE CRITERIA. EXTERIOR LIGHTING
PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. 1. ENTRY LIGHTING AT RECESSED OPENINGS: LITHONIA LF6N,261377 LAMP,F60SA RELFECTOR.(EMERGENCY
24."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 7. FINISH QUALITY: VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE BATTERY PACK OPTION EL)
PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. AREA PROCESS TRADE NOMENCLATURE ZONES.
25.130 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. WAREHOUSE TAPE/FINISH COAT' TIGHT DOUBLE(LEVEL 3)
4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. 2. LITHONIA LIGHTING WST LED 1 IOA700/40K SR4 MVOLT ELCW DDBXD.EXTERIOR EGRESS LIGHTING.
-- -26.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN -.___ OFFICE/OTHER AREAS TAPER FINISH COATS'/ --- SMOOTH FINISH TAPED(LEVEL 4) -- 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION.
--. -- _ . -_ __ - - - --- - - -- -- -- - _... --
TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO USG COAT" 'SAND AFTER TAPE I FINISH COAT(S) 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2
REPLACEMENT AT CONTRACTOR COST.-AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST.
REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. 7, HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED
CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS
OR'S COST. TOA MONITORING STATION WITHIN THE BUILDING.
DIRECTED AT CONTRACT
27.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS
PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL SHOWN ON PLANS. SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER.
SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE 09 53 00 SUSPENDED ACOUSTICAL CEILING 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS
COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. BELOW ROOFING.
28.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 2, FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF
CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE.
LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED.
INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC.
CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO c. CONDENSATE MUST BE TRAPPED AT UNIT. IIIIIIIIIIIII
APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD.
THE ARCHITECT PRIOR TO INSTALLATION. SPRINKLERS
29.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE I1.INSTALL SPRING ISOLATORS AT HVAC UNITS INSTALLED AT OFFICE AREAS WHERE CEILINGS ARE EXPOSED TO
INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 5. PRODUCTS: THE ROOF STRUCTURE.
GENERAL a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) 12.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN
1. REMOVE ALL FLOOR COVERING AND ADHESIVE IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR
b. TILES-ARMSTRONG FINE FISSURED#1732,24 x 24 x 5/8"W/ANGLED TEGULAR EDGE INSIDE OF BUILDING WI LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND
CLAMPED(STAINLESS STEEL WORM GEAR),
TO INSTALLATION OF NEW FLOORING. c. ACCESSORIES-MANUFACTURERS'STANDARD 13.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND 11
2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE CORROSION WITH OIL BASED PAINT(COLOR GREY).
A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 CONDITION SO THAT CEILING TILES LAY FLAT. 14.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND
POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. 7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE RADIUS OF MANUFACTURER'S GUIDELINE.
ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. 15.ECONOMIZER TO MEET CODE AND AS FOLLOWS:
07 00 00 THERMAL&MOISTURE PROTECTION 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER.
1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. 9. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS.
2. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION AND PROVIDE PERFORATED WHITE ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT.
SCRIM(FS-25)OVER THE INSULATION AT THE WAREHOUSE CEILING. 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST.
NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER.
FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. 17.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS.
OS 10 00 DOORS AND WINDOWS 11.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND
1. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE 18.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEILING.
a. BAXTER AND FLAMING. (503)225-0486 PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR.
END SHALL BE SUPPORTED WITHIN 81NCHES OF EACH WALL. 19.DISTRIBUTION DUCTWORK:
b. D&D DOOR (503)205-5533 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. 0
c. BENSON INDUSTRIES (503)907-2200 EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. 0Y Q
d. GRANT SUPPLY (360)887-0647 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. r , W 0
WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH v z �
3. DOOR AND RELITE FRAMES SHALL BE ALPHA ALUMINUM PRODUCTS,INC.(AAP)OR APPROVED. SUBMITTAL FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A MINIMUM R4.2 INSULATION WITH FSK BARRIER. z W
REQUIRED PRIOR TO ORDERING MATERIAL.NEW FRAMES TO 8E FACTORY FINISH CUSTOM COLOR. MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD < C Q
4. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. (/) _
.. 5. DOOR HARDWARE SHALL BE SCHLAGE AL OR D RHODES SERIES U.N.O. 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 f 1 U) X N
6. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 3/4"BACKSET. 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. DEGREES. `.J w Z) N
7. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UNATTACHED f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. Q Z >�> 0)
HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. > U) > W
APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT INCHES OF THE PERIMETER WALL. 20.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. CO=) U)
SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 17.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. CO p 0
PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 21.DIFFUSERS:
SAMPLE. 09 62 00 SPECIALTY FLOORING 0 U) l'- Z
a. EXPOSED DUCT WORK GRILLS.ALL GRILLS ON EXPOSED DUCTWORK TO MATCH DUCT WORK COLOR. � M Q
8. ALL INTERIOR GLAZING SHALL BE TEMPERED. CONCRETE W x � J
b. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN
9. IN ALPHA ALUMINUM PRODUCTS USE GRAY SEALS. 1. AT WAREHOUSE CONDITION,FILL ALL CRACKS,EXPANSION JOINTS AND OTHER DEFECTS WITH SPAL-PRO 2000 WHERE INDICATED ON FLOOR PLAN. RS TITUS PCS SUPPLY AND TITUS AR RTURN OR APPROVED EQUAL. _ � F'
10.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE c. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- Q M 0
CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8"LENGTH 09 91 23 PAINTING DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. co 0- r� 0_
WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. INTERIOR: d. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST
11.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP 1 WALLS: WYE BRANCH. DATE. 2020-01-13
FINISH FOR AS NEW LOOK. e. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT
12.TUNE UP EXISTING OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. COMPLETION. PERMIT/BID SET
b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT
a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170.5-XX S/G 22.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS SI BE
b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. LATEX ENAMEL. HONEYWELL COMMERCIAL GRADE VISIONPRT 8000 TOUCH SCREEN MODEL TB8 MODEL
N WHERE POSSIBLE. REVISION
APPROVED SUBSTITUTE: TOTAL-UNE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY
c. REPLACE BENT TRACKS AND PANEL SECTIONS. 2. DOORS AND FRAMES: PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY
d. REPLACE ROLLERS AND HINGES AS NEEDED. a. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH RONDO,SAND AND PRIME PATCHES WITH REQUIRE CHANGING HEIGHT AT'REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM
e. REPLACE ROPES AS NEEDED. ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION THERMOSTATS AND BALANCE SYSTEM. 1 .
3. CEILINGS: 23.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION.
I. LUBRICATE ROLLERS 24.WAREHOUSE HEAT: 2
00 4313 ALUMINUM STOREFRONT DOORS AND WINDOWS a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO
ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 8200 OR 4480. a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE 3.
1. DOORIWINDOW FRAMES:2"x 4 1/2'OS GLAZED. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE TSTAT FOR EACH UNIT.
2. DOORS:MEDIUM STILE ALUMINUM SIZE PER PLAN WITH INSULATED,LOW-E NON-REFLECTIVE GLAZING. WITH MILLER PAINT 6200 OR 4480. 25.EXHAUST FANS: 4.
3. DOOR HARDWARE(SINGLE DOOR): SELECT PRODUCTS GEARED CONTINUOUS HINGE,VON 4. GENERAL NOTES: a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT 5
DUPRIN 35A-NL-OP(IN US26D)EXIT RIM DEVICE WITH 1-DIAMETER BY 10'LONG BRUSHED STAINLESS OFFSET a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR.
PULL HANDLE,SURFACE MOUNTED CLQSER,BOTTOM SWEEP,AND THRESHOLD. SPRAY COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS, 100 CFM WITH A
4. ELECTRIC STRIKE(WHEN NEEDED FOR ACCESS CONTROL SYSTEM): VON DUPRIN 6300. SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.8 OR LESS. 6.
b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. b. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE
5. FINISH: CLASS I CLEAR ANODIZED FINISH,0.7 MILS THICK c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, 7
09 00 00 FINISHES RAGS AT THE END OF EACH DAY. CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL.
GENERAL d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 26.HVAC TESTING. $'
1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT. AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS,
2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: e. PROTECT WORK OF OTHER TRADES. EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH
f. PROVIDE-WET PAINT-SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. APPROVED PLANS AND SPECIFICATIONS. DRAWN BY:
a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN
b. PLASTIC LAMINATES 10 00 00 SPECIALTIES ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS.
c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 10 4416 FIRE EXTINGUISHERS c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND
d. PAINT 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) FILED WITH PACTRUST.
e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. 27.PROJECT CLOSE OUT DOCUMENTS REQUIRED:
f. TOILET PARTITIONS 12 00 00 FURNISHINGS a. AutoCAD FILE SHOWING AS-BUILT INFORMATION.
g. HARDWARE 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE.
3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD c. HARD COPY OF AutoCAD FILE ABOVE.
4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET 1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING TSTATS. IIIIIIIIIIIIIIIIII
5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE) CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. A 1
CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO yg 00 00 ELECTRICAL : DESIGN /BUILD
09 21 00 GYPSUM BOARD INSTALLATION.
GENERAL 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC GENERAL
GENERAL NOTES - DEMO GENERAL NOTES - NEW
I
A. IT SHALL BE THE CONTRACTOR'S AND/OR THE A. IT SHALL BE THE CONTRACTOR'S AND/OR THE
SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY MICHAEL
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ALL DIMENSIONS, DETAILS,AND JOB SITE ALL DIMENSIONS, DETAILS,AND JOB SITE
CONDITIONS PRIOR TO PROCEEDING WITH THE CONDITIONS PRIOR TO PROCEEDING WITH THE
WORK, AND REPORT ANY DISCREPANCIES TO WORK,AND REPORT ANY DISCREPANCIES TO THE
'THE ARCHITECT BEFORE STARTING 1 ARCHITECT BEFORE STARTING CONSTRUCTION. �� PORTLAND,OREGON=
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B. REFER TO SHEET A-5 FOR NEW REFLECTED 9�F 0
B. REFER TO SHEET A-4 FOR DEMOLITION CEILING PLAN. <_
REFLECTED CEILING PLAN.
C. REFER TO SHEET A-1 FOR GENERAL PROJECT
C. REFER TO SHEET A-1 FOR GENERAL PROJECT SPECIFICATIONS. PROJECT # 19450
SPECIFICATIONS.
D. REFER TO SHEET A-0 FOR NEW SITE PLAN
D. REFER TO SHEET A-0 FOR SITE RELATED DEMO INFORMATION.
WORK. 0 Q
E. PAINT ALL WALLS PT-1 EXCEPT THOSE NOTED IN Q
E. WALLS AND DOORS INDICATED TO BE REMOVED, _____________ _ ___ THE FINISH SCHEDULE TO BE A DIFFERENT PAINT
q ARE TO BE REMOVED TO EXTENTS INDICATED. ' TYPE. MULTIPLE COATS OF PRIMER MAY NEED TO r
REMOVE ALL ELECTRICAL CONNECTIONS AND BE USED IN ORDER TO FULLY COVER EXISTING V
1, ,1 I SAFE OFF ABOVE CEILING. REMOVE ALL LOW ,�' F CE E BOLD COLORS. Z
VOLTAGE CONNECTIONS ENTIRELY. REMOVE AQ
ALL BRACES TO STRUCTURE. REPAIR ANY 102 4 I F. AT INTERSECTIONS BETWEEN WALLS TO REMAIN
DAMAGE TO FLOOR CEILING AND STRUCTURE. AND WHERE WALLS HAVE BEEN REMOVED,
SALVAGE ALL DOORS, RELITES,SIDE LITES AND OFFICE OFFICE 2 I PATCH AND PAINT TO RESEMBLE ADJACENT
i I HARDWARE FOR REINSTALLATION IN NEW 105 104 OFFICE WALLS. O
WALLS. 103 g LOBBY 1 Z
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JL==� �. S1�rss_= vr='J IJ 1 � ® q� NEW FULL HEIGHT OFFICE TO WAREHOUSE �.
J 11 NEW STANDARD WALL WITH INSULATION 2
AN
A2 TO CEILING GRID.
1 �,' 5 I qd NEW DEMISING WALL TO ROOF DECK. 3•
� r'--_-_--_�---- ___� $ =@DUPLEX RECEPTACLE 4.
110
I €7j11 X 11 I -@ FOURPLEX RECEPTACLE 5.
6 1 I E JAN D� DEDICATED OUTLET 6.
.' I 110
UJ1JJ��,,
♦ EXISTING ELECTRICAL TO REMAIN
7.
1 TEVDATA MUD RING WITH PULL STRING 8.
DOCK HIGH DOORS I DOCK HIGH DOORS 1091 I ELECTRICAL PANEL
POWER J-BOX DRAWN BY: .
1 6 I ® FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA
FE FIRE EXTINGUISHER IN RECESSED CAB.
EFIRE EXTINGUISHER-SURFACE MOUNTED
Q THERMOSTAT
ORELITE TYPE.SEE DETAIL 8/A-6. A� 2
M FLOOR PLAN - DEMO �ti MFLOOR PLAN - NEW
A-2 SCALE 1/8"= V-0" A-3 SCALE 1/8"= 1'-0"
GENERAL NOTES - DEMO GENERAL NOTES - NEW
_______ FFFF
-------------E_ ------ -------------- -------------�---- �`�`��� A'��y
A. IT SHALL BE THE CONTRACTOR'S AND/OR THE A. IT SHALL BE THE CONTRACTOR'S AND/OR THE MICHAEL
'--
T—
---I
i SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY yyIRE IGTHWANG
" ' ' I ALL DIMENSIONS, DETAILS,AND JOB SITE ALL DIMENSIONS, DETAILS,AND JOB SITE
, I I I • I I I I 1 +`.,.'•.',IV;: .'I" I I I 111 I 1 I I I 1 W
J _ �z}._7-1--1__L--1__1__ �el��,j__L__,-- s�lz� I--1-- I -"ate I I I �J__ I_LIL_J v-1. L_JJ 1__. CONDITIONS PRIOR TO PROCEEDING WITH THE '� CONDITIONS PRIOR TO PROCEEDING WITH THE a�
r ' I I 1 I "�I�' I I ��i.' 1 ♦, ,�. I I, " i �, I III IF'��i''h
� WORK,AND REPORT ANY DISCREPANCIES TO WORK, AND REPORT ANY DISCREPANCIES TO
-a---
1 h"! 1 1 1 THE ARCHITECT BEFORE STARTING THE ARCHITECT BEFORE STARTING �� D,OREGON
i 1 r< I J__ 1 __4'S I 1 I I 1 1 nl a 1 I 1 1 1 111 1 h,- 11i CONSTRUCTION. I CONSTRUCTION. - 5851
r--I--T--r_, '"7__r- I T 1 --T--r- --T--r-y--m--r--1--t--r-�--Y-17r-�-- r--IT 1 --
I I I 1 I I 1 1 1 I I I I I I I I I I I I I III I I I I I I III I I i II 1
1-- sml.-s __1__L__I__1__ ��lee __L_�__ z„4�- I__1__L__I I _I I _I I I I I 1_LL_J _IJ1�__. OF
", ; '<^ i i tiF'^ ^-r— r—�— r--r—�--r--,-- 1 - , I f , B. REFER TO SHEET A-3 FOR NEW REFLECTED B. REFER TO SHEET A 4 FOR DEMOLITION
"1�' 1 1 1 I 1 I II I I I I , O
1 r. 1 I 1 I _ 1 CEILING PLAN. I REFLECTED CEILING PLAN.
r--1�^ ^-r-'h^" --r-'h-- ',f:s,'� ,--r--r- '--1--r--Y'�,,» Jlr-1--L-J--1-- --1-r1+--!` --H'�7--- ...
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CH —1 -T-- - -�*--r- --r--r-�--7-Lir_a =+-�r-� TC. REFER TO SHEET A-2 FOR DEMO FLOOR PLAN. I C. REFER TO SHEET A-1 FOR GENERAL PROJECT PROJECT # 19480
1 I I I I I I I I I I 1 I • I I . 1 __r.T__ I I 1 T- r l- I I V xx SPECIFICATIONS. -
__
D. REFER TO SHEET FOR GENERAL PROJECT -
I e ,
SPECIFICATIONS. a D. REFER TO SHEET A-2 FOR NEW FLOOR PLAN.
, __, Ir— L- : I E. NEW SAT CEILING AT 10'-0"AFF. Q
_J-- 1 __i __1 _J-- r-1r� =-r=1 ;[--I - E. REMOVE SAT CEILING TO EXTENTS SHOWN.
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__+__L_-4__J3'L-J--J.--L-J__1__L_�__1__ 1__L_J__1J PATCH/REPAIR ALL WALLS WHERE DAMAGE HAS
OCCURRED.
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1 I I 1 1 1 r 1 1 1 7--I 1 --r—_i 1 I TI n"7--it, I - I I I T-- EXTENTS SHOWN. PATCH/REPAIR ALL WALLS Q
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1 I I h") I I I I I I h�"5�a I 1 1 I I II IIS I 4,'! I ,T19
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+--L— --+-- — +--+ ---
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w e RECESSED LED EGRESS LIGHT FIXTURE. DATE. 2020-01-13
DOCK HIGH DOORS DOCK HIGH DOORS I WALL MOUNTED, EXTERIOR LED EGRESS LIGHT FIXTURE. PERMIT/BID SET
_J_.
UNTED EGRESS
FIXTURE
1
WALL/TRUSS
ELM-LT RGENCYLIG TTFIXTU E) REVISION
I
I
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$ STANDARD SWITCH
4-A OCCUPANCY SWITCH_ 0 CEILING OCCUPANCY SENSOR 3.
® ® RECESSED,CEILING MOUNTED EMERGENCY EXIT 3
L_ _
UL LIGHT 4.
® SUPPLY DIFFUSER rJ
RETURN DUCT 6.
REFLECTED CEILING PLAN - DEMO �ti REFLECTED CEILING PLAN - NEW GRID �ti ® EXHAUSTFAN 7.
A-3 SCALE 1/8"= 1'-0" A-3 SCALE 1/8"= 1'-0" NEW
8.
2 X 2 CEILING SPRINKLER HEAD
GRID AND __tE
TILE
e EXIT SIGN(LED RED) DRAWN BY:
ei WALL MOUNTED EXIT SIGN(LED RED)
INDICATES COMMON PATH OF TRAVEL REQUIREING
EMERGENCY LIGHTING EQUAL TO 1-FOOT CANDLE.
2 X 2 SUSPENDED CEILING SYSTEM:
ATTACHED EDGE
FULL 24"TILE THIS SECTION SEISMIC EXPANSION JOINTS
UNATTACHED EDGE A� 3
GRID MAIN
Alf
SUITE 7374 CROSSESLCATIONS EHEREILING T', OR MICHAEL �f►
AT LOCATIONS WHERE WALL
qQ3
eWIRETHWANG n
r RUNS DIRECTLY BELOW, FILL
y a i y II� , , 1u4 GAP WITH COMPRESSIBLE PORTLAND,OREGON
I FILLER STRIP. 5851 4
FINISH SCHEDULE FINISH MATERIALS ALL FINISHES MUST BE SUBMITTED TO _ ";`.';'; :::' ;': OF
RM# NAME FLOOR BASE WALLS CEILINGS REMARKS RM# ARCHITECT PRIOR TO INSTALLATION. ,';:
NORTH EAST SOUTH WEST MATERIAL HEIGHT % PROJECT # 19480
�•j' t.'�r
100 LOBBY CPT RF PT-1 PT-1 PT-1 PT-1 ETS/SAT 14'-0" 100 CARPET TILE:
101 OPEN OFFICE CPT RF PT-1 PT-1 PT-1 PT-1 ETS/SAT 14'-0" 101 CPT-1 MOHAWK GROUP PTR-CARPET SQUARE"RENEGADE" HEADSTRONG z
BT3541 QB354358 THRILL SEEKER, FLEXLOK CONNECTORS
102 OFFICE CPT RF PT-1 PT-1 PT-1 PT-1 SAT 10'-0" 102
103 OFFICE CPT RF PT-1 PT-1 PT-1 PT-1 SAT 10'-0" 103 Y� J
INSTALL CARPET IN A BRICK ASHLER PATTERN. RUN PATTERN r,
104 OFFICE CPT RF PT-1 PT-1 PT-1 PT-1 SAT 10'-0" 104 '
EAST TO WEST. START PATTERN AT MAIN ENTRY DOOR.
105 OFFICE CPT RF PT-1 PT-1 PT-1 PT-1 SAT 10'-0" 105z•F;
106 HALL CPT RF PT-1 PT-1 PT-1 PT-1 ETS 16'-0" 106 WALK OFF CARPET
107 WOMEN'S ETR ETR ETR/PT-1 PT-1 ETR/PT-1 PT-1 PT-1 9'4" 107 WOC MOHAWK GROUP TUFF STUFF II -STEP UP II-983 IRON ORE, DIRECT GLUE USE z
108 MEN'S ETR ETR ETR/ -4
PT-1 PT-1 ETR/PT-1 PT-1 PT-1 9' " 108 MOHAWK M700 ADHESIVE. (M95.0 IN HIGH MOISTURE AREAS) .,•
„t,
109 WAREHOUSE SC RF PT-2 PT-2 PT-2 PT-2 ETS 14'-0" 109
START PATTERN AT MAIN ENTRY. EXTEND INTO SPACE TO ALIGN ?,
110 JAN - 8'-6" 110 WITH JOINT OF MAIN CARPET.
BASE O
RF FLEXCO 4" FLAT RUBBER BASE, 071 BLACK/BROWN,AT ALL CARPET AREAS. s �`
Z
RC FLEXCO 4"COVE RUBBER BASE, 071 BLACK/BROWN,AT ALL HARD SURFACES A "'"' 0
Z c?)
DOOR SCHEDULE PAINT
APT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX.
(AT ALL RESTROOMSUSE MILLER 320-5-10 SEMIGLOSSACRINAMEL) 5 WALL BRACING DETAIL
DOOR DATA FRAME DATA HARDWARE UJ0-1-05
Y o
MARK DOOR SIZE THK CORE VENEER FINISH HAND MANUF. FINISH DEPTH FIRE RATING ACTION MANUFACTURER FINISH FUNCTION REMARKS MARK PT-2 MILLER WALLS) PERFORMANCE PLUSS-FLAT-MIX IXX79W(WAREHOUSE A-4 SCALE 6" = 1'-0" a¢ N
100 3'-0"x8'=0" 11/2" -- Right 41/2" PUSH/PULL/CLOSER/LEVERLOCK 1 100 DETAIL GENERAL NOTES: ° °' D
102 3'-0"x 9'-0" 1 3/4" SC QRTRD AFRICAN MAHOG. WALNUT-70284-A Right ALPHA NATURAL ALUM 47/8" LEVER LATCH SCHLAGE 626 AL10S - 102 DOORS, HARDWARE AND FRAMES O
103 3'-0"x 9'-0" 1 3/4" SC QRTRD AFRICAN MAHOG. WALNUT-70284-A Left ALPHA NATURAL ALUM 47/8" LEVER LATCH SCHLAGE 626 AL10S - 103 1. FOR WALLS UP TO 14'-0"TALL, USE 3625125-30 MTL. STUDS @ 24"O.C. UNLESS J LU O 0 Lo (7
104 3'-0"x 9'-0" 1 3/4" SC QRTRD AFRICAN MAHOG. WALNUT-70284-A Left ALPHA NATURAL ALUM 4 7/8" LEVER LATCH SCHLAGE 626 AL10S - 104 HARDWARE 626 SATIN CHROME CALLED OUT OTHERWISE IN DETAIL. USE 362T125.30 MTL. TRACK. w to 0 0 n
FRAMES CLEAR ANODIZED Q Z � ()r
105 3'-0"x 9'-0" 1 3/4" SC QRTRD AFRICAN MAHOG. WALNUT-70284-A Right ALPHA NATURAL ALUM 4 7/8" LEVER LATCH SCHLAGE 626 AL10S - 105 2. FOR WALLS OVER 14'-0"TALL, USE 6005125-33 MTL. STUDS @ 16" O.C. UNLESS = N N Z
107 3'-0"x 9'-0" 1 3/4" SC QRTRD AFRICAN MAHOG WALNUT-70284-A Right ALPHA NATURAL ALUM 47/8" LEVER/CLOSER SCHLAGE 626 AL10D CLOSER 107 CABINET HARDWARE CALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL. TRACK. CD tD
108 3'-0"x 9'-0" 1 3/4" SC QRTRD AFRICAN MAHOG WALNUT-70284-A Left ALPHA NATURAL ALUM 47/8- LEVER/CLOSER SCHILAGE 626 AL10D CLOSER 108 HINGES: BLUM CLIP 120(CONCEALED) 3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN ANCHORS AT U t17 M M J
109A 3'-0"x 7'-0" 1 3/4" SC QRTRD AFRICAN MAHOG WALNUT-70284-A Left ALPHA NATURAL ALUM 4 7/8" LEVER/CLOSER SCHLAGE 626 AL10D CLOSER 109A DRAWER SLIDES : BLUM 230 (3/4"EXTENSION) 24" O.C. CC c?) OLo 0
PULLS: 96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR G O- `•' CO
109B 3'-0"x 9'-0" 1 1/2" HM NA PT Right HM - ETR PT 4 3/4" LEVER/LOCK/CLOSER ETR ETR ETR - 109B 4. IN WALLS WITH ACOUSTIC INSULATION,SET BOTTOM TRACK IN BED OF SEALANT.
110 3'-0"x 9'-0" 1 3/4" SC ETR ETR Left ETR ETR 47/8" PASSAGE LATCH ETR ETR - 110 HARDWARE.
5. FOR WALL FINISHES,FLOOR FINISHES AND WALL BASE TYPE,REFER TO
REMARKS:
PROJECT FINISH SCHEDULE.
L�
1. HARDWARE (SINGLE DOOR): SELECT PRODUCTS GEARED CONTINUOUS HINGE, POWDER DRIVEN ANCHORS
VON DUPRIN 35A-NL-OP (IN US26D) EXIST RIM DEVICE WITH 1" DIAMETER STRUCTURAL SUPPORTING CALCS:
BY 10" LONG BRUSHED STAINLESS OFFSET PULL HANDLE, SURFACE MOUNTED
CLOSER, BOTTOM SWEEP, AND THRESHOLD. 1. POWERS 0.300 HEAD(3l4"EMBED)0.145 SHANK DIAMETER
ALLOWABLE SHEAR=70 LBS
MEDIUM STILE ALUMINUM SIZE PER PLAN WITH INSULATED, LOW-E 2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL (WIND)
NON-REFLECTIVE GLAZING. LOAD SHEAR=5 PSF"12'-0"/2=30 PLF
3._
SHEAR=30 PLF*16"112"=40 LBS
4. UNITY CHECK
40 LBS 170 LBS=0.57<1.0 OK
5. ANCHORS AT 24"OIC
SHEAR=30 PLF"24"/12"=60 LBS
6. UNITY CHECK
60 Ibs/70 Ibs =0.86< 1.0 OK
10GENERAL NOTES
A-8 SCALE 1" = 1'-0"
20 GA 3 5/8" METAL STUD BRACING TO ROOF BLDG. FLOOR OR ROOF STRUCTURE FLOOR AND/OR ROOF STRUCTURE
STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE SEALANT IN 1/2" SPACE, EA SIDE. ARMSTRONG BERC2 CLIP (AS ALTERNATE MEANS
2'-0" 2'-0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT w OF CONSTRUCTION FOR THIS PROJECT.) 8" MAX. 8" MAX.
INTERSECTION WALLS. FASTEN EACH END WITH DEFLECTION CHANNEL
(1)#8 SHEET METAL SCREW > 3-1/2" BATT INSUL. ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE
BLDG. FLOOR OR ROOF STRUCTURE
MTL. STUDS. APPROVED VERTICAL STRUT AT 12'-0"O.C. EA.WAY
SOUND INSULATION 4'CENTEREDTHIN
OVER WALL SEALANT IN 1C SPACE, EA SIDE. CEILBEGIING SECNING TION. SEE STRUT DEOF THE TAIL OF EACH �f /
DEFLECTION CHANNEL
STRUTS AT FIXTED EDGES NOT ATTACHED TO THE �^ � �
SUSPENDED CEILING BATT INSUL. b — BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE z• `
BLOCKING TYPICAL AT FASTENING POINTS. MAIN RUNNER TO THE BUILDING STRUCTURE ABOVE. /" a , `
MTL. STUDS. - - SUSPENDED CEILING
5/8"GYP. BD. 4
MTL. STUDS. BOTH SIDES SCREW ATTACHED ARMSTRONG BERC2 CLIP 4 o ARMSTRONG BERC2 CLIP O
ATTACHED TO GRID UNATTACHED TO GRID
5/8" GYP. BIRD. BOTH SIDES F- 5/8"GYP. BD. ATTACHED WALL
z x UNATTACHED WALL
F- g d BOTH SIDES SCREW ATTACHED O Q
g Of
CENTER LINE OF STUD a = CENTER LINE OF STUD a MAX HANGER WIRE W/STRUT AND SPLAY Q
a w w HANGER WIRE U O
= w WIRES PER CEILING BRACING DETAIL
w - - � p 4 f- N SECURE ALL HANGERS TO �
U) 01 z x BLDG. STRUCTURE ORA POP-RIVET Z
W -- -- g 8" TRAPEZE FOR DUCT CROSS TEE Lll
3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS w = __._ MAX AND/OR PIPE WORK MAIN BEAM CROSS TEE U _
w x COUNTERSLOPE HANGERS U U N
cn O 6'-0"MAX IF MORE THAN 1:6 OUT OF o 0 0 0 0 0 0 0 0 o v LLl N
CROSS MEMBERS �eeeeevooeva � ° o ° ee ° e eeeeee � oeeveeee Z0
BOTTOM TRACK. CENTER LINE OF STUD BETWEEN MAIN PLUMB
RUNNERS MAIN RUNNERS AT 4'-0" FREE END FIXTED END(FULL 24" U)
BOTTOM TRACK BOTTOM TRACK O.C. SUPPORT WITH#12 TILE SECTION) > > moi, Q
7/8"ANGLE MOLDING m
SEALANT IN 1/2" SPACE, EA SIDE. SEALANT IN 1/2"SPACE, EA SIDE. WIRE AT 4'-0"O.C. OR WITH r 2"ANGLE MOLDING r ,
FINISH FLOOR-TOP OF SLAB #10 WIRE AT 5'-0"O.C. POP RIVET U F- ° Z
FINISH FLOOR-TOP OF SLAB FINISH FLOOR-TOP OF SLAB UNATTACHED THIS SIDE
NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUN'. ALL
EXPANSION JOINT
NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL CONNECTION DEVICES TO BE
W
CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY
i IBC APPROVED TYPE AND HAVE 100#CAPACITY
11 WALL SECTION WITH SOUND INS. 12 FULL HEIGHT WALL 13 OFFICE TO WAREHOUSE SEP. WALL 14 CEILING BRACING DETAIL 15 CEILING SEISMIC JOINTS (n 0- co 0 11- CL
A-4 SCALE 1" = 1'-0" A-4 SCALE 1" = 1'-0" A-4 SCALE 1" = 1'-0" A 4 A-4 SCALE 3" = 1'-0"
DATE: 2020-01-13
2' 2' PERMIT/BID SET
REVISION
g " �'A AS SCHEDULED
LA AS SCHEDULED
" $ N FULL LITE KIT WHERE SPECIFIED 'F� 1.
- TYPICAL STUD �a 2
z
z � g � o FRAME TO MATCH DOOR g
ROOF DECK PROVIDE HC SIGNAGE FOR ALL c7 0,� LL C7 oo 3'
OR BEAM \\ w a 2" NEW AND EXISTING HC RR'S ? d v ? 4.
- KROY#2835207 BLACK(MEN) w a w
TYPICAL TRACK KROY#2835209 BLACK(WOMEN) L) o \ 5.
Lij
INSTALL STUDS WITH / . / \ 6.
SUSPENDED CLG ASSEMBLY SAME DIMENSION (10" T ��'•. �� "E" -� w ryN w TEMP GLASS
MIN.)FORBRIDGING wio ADDITIONAL SWITCH LL W z ADDITIONAL SWITCH � ],
ALIGNMENT d K � GANG LOCATION w� d �,o GANG LOCATION cf \ J
�45° w = o —O- z0 w =%o �- z 0 8.
W U
\ - - F_ \ t- U) DRAWN BY:
c r POWDER DRIVEN x ¢ x ¢ w
20 GA 3 5/8" METAL STUD BRACING �.` k p F U p U w
TO ROOF STRUCTURE AT 10'-0" ; `�",,, ANCHORS AT 24"O.C. ELECTRICAL w F z o ELECTRICAL w F < 0 / co
r OUTLET OR w v> p OUTLET OR w
METAL _
d
OC W/(2)#8 SHEET 1 #10 16 SCREW \ � w w cn w \ � � O p
O w J-BOX O J-BOX /
Y ,f SCREWS AT EACH END. BRACING �� PER STUD FLANGE ISI � � 2 � Q � ��2 Q
TO BE PROVIDED WHERE DISTANCE ",N L \ O w -iw \ U O =iof
BETWEEN PERPENDICULAR INTERSECTING AT NEW WALLS WITH !-� 0 = U o �':_
WALLS OR HORIZONTAL BRACING ACOUSTIC INSULATION, �� \ S' co 00 ~ 0 `4 � E02~ /
UNDERCUT DOOR AS M a UNDERCUT DOOR AS m v
1H IBETWEEN WALLS EXCEEDS 12'-0"OC SET STUD TRACK IN o REQUIRED TO CLEAR o REQUIRED TO CLEAR
CONTINUOUS BED OF FLOOR FINISH FLOOR FINISH WALL BASE Iq A�4
SEALANT U.N.O.
16 WALL BRACING DETAIL17 WALL BASE DETAIL 1s- MOUNTING HEIGHTS 19 MOUNTING HEIGHTS 20 MOUNTING HEIGHTS
A-4 SCALE 3" = 1'-0" A-4 SCALE 3" = 1'-0" - SCALE 1/2" = 1'-0" - SCALE 1/2" = 1'-0" - SCALE 1/2" = 1'-0"