Plans (10) BUP2021 -00142
RECEIVE,
0100 00 GENERAL DATA SCREWS. WELDING SHALL CONFORM TO AWS DWELDING PROCEDURE. ELECTRODES SCREW 3. ALL NEW ELECTRICAL DEVICES TO MATCH EXISTING.NYLON COVER PLATES NOT ALLOWED. TENANT IMPROVEMENT JUN 2 4 MI ��ED
CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DOO NOT FIELD WELD
GENERAL REQUIREMENTS MATERIALS LIGHTER THAN 18 GA. 4. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER.
1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 7. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. CITY OF TIGARL
STRUCTURAL SPECIALTY CODE AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 8. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. METER for MICHAEL
2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO BUILDING DIVISIC' V' WIRE THWANG
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION TENANTS MOVE-IN. LLJ �"
STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT -�
3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE 9• ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED 1-FOOT CANDLE. •
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE STUDS AT CORNERS, OSITIION D TO RECJACK STUDS OVER OPENINGS,AS EIVE INTERIOR AND Y,TO MAINTAIN DEXTERIOR FINISHES. FASTEN STUDS AATICATED STUD SPACING. PROVIDE T OP 14.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. �� PORTLAND,OREGON O
THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG PACTRUST
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4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. 15.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. OF
0�EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 4• REMOVE EXISTING FLOORING AT NEW WALLS UNLESS SPECIFICALLY INDICATED BY ARCHITECT. 16.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN BUILDING AREAS 5,000 SF AND LARGER.
DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO 17.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP.
ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 5. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR
LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE THE PROJECT. 18.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT
SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURERS RECOMMENDATIONS. AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND PROJECT # 21380
SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE TENANT•.
5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING 7, FINISH QUALITY: IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS.
STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS
INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. AREA PROCESS TRADE NOMENCLATURE OFFICE LIGHTING
6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835. - KEYSTONE AUTOMOTIVE Q
7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING USG°FIRST COAT" "SAND AFTER TAPE/FINISH COAT(S) 2. DIRECT-INDIRECT STRIP LED LIGHTING-FINELITE SERIES 16 S16LED-ID-DCO-X-2E-HO-3500K-OPEN(20%UP,
CARPETS. NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. 80%DOWN) JJyy��J�J �pj�,$$
8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 3. LIGHTSWITCHES:
I HE TO� fCN"CfF!A, fJ`:'s7 DIM SET
ALL PRIVATE OFFICE AND T TIME-OUT TO MAXIMUM.CONFERENCE ROOM SWITCHES TO OPERATIONS , INC Z a
ROOF MEMBRANE TO MATCH THE EXISTING ROOF. SHOWN ON PLANS.
9. ALL ROOF WORK TO BE COORDINATED WITH PACTRUST PROPERTY MANAGEMENT AND BE PERFORMED BY 09 9123 PAINTING a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD 15353 SEQUOIA PKWY #100 z
PACTRUST APPROVED ROOFING COMPANIES. APPROVED COMPANIES INCLUDE: b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD
a. ARROW ROOFING, 503460.2767 INTERIOR: 7
b. ROOF TOPPERS,360-574-7246 1. WALLS: C. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD PORTLAND, OR 97224 _
c. GOT YOU COVERED ROOFING,503-9759136 a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. = U
b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT
10.CONTRACTOR MAY SUBMIT ALTERNATE ROOFING CONTRACTOR TO BE REVIEWED AND APPROVED BY 1204-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G O
PACTRUST PRIOR TO BID. LATEX ENAMEL. �..'
11.VERIFY WITH BUILDING OWNER ANY ROOF WARRANTY REQUIREMENTS. 2. DOORS AND FRAMES: PROJECT NARRATIVE Z O _
12.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. a. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S
13.ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, PROJECT CONSISTS OF CHANGING 3 ROOMS TO 4, SELECTIVE DEMO Qx*
A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 AND FINISH WITH SATIN OIL ENAMEL. C } N
POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. b. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. ADDITION OF DOORS TO LOBBY. WORK SHALL INCLUDE BUT NOT BE G S U
14.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 3. GENERAL NOTES: LIMITED TO DRYWALL/METAL STUDS, SUSPENDED CEILINGS, LLI `1 CL
AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. G-
a. KEEP ALL HARDWARE, NEA
D DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA REQUIREMENTS. � N
15.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO SPRAY. Q CN
COMMON CORRIDORS AND STAIRS, BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILLd
BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. 3: O O
c. DURING
RAGS AT PROGRESS
OFWORK,
D,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT J 0 p o LO
16.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING v
RESTROOM FACILITIES. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING
LLI (n ❑ CMO � �*
17.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES.
FIRE PROTECTION SPRINKLERING < U) Z v v Z
COMMON BUILDING AREABING. UNDER NO EUSEDFFOR TORAGEMSTANCESSHALLBUILDINGUTILITYAREASORANYOTHER e. PROVIDE WORK OF "SIGNSRADES. HEATING, VENTILATION & AIR CONDITIONING WORK = -j c(0 (0 Z
f. PROVIDE'WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. O H c � 0
18.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE U co M
19.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, CC O � O ❑
ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 2100 00 FIRE SUPPRESSION : DESIGN/BUILD G d m
201EAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE BUILDING INFORMATION
CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLELAYOUT IN
21.CLEN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHIT CT PRIOR OL HARD OWNER: PACIFIC REALTY ASSOCIATES, L.P.
22.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. INSTALLATION. 15350 SW SEQUOIA PKWY #300
23.CLEN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 23 00 00 HVAC : DESIGN I BUILD
7224
24.UPON COMPLETION OF THE PROJECT,THE CONTRACTOR MUST PROVIDE A DETAILED CLOSEOUT PACKAGE GAS METER PORTLAND, ORE
PER INSTRUCTIONS INCLUDED IN THE CONSTRUCTION CONTRACT.RETENTION WILL BE HELP PER CONTRACT 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. (5O3) 624-6300 (PHONE)
UNTIL THE COMPLETED CLOSEOUT PACKAGE IS RECEIVED AND HAS BEEN APPROVE BY THE CONSTRUCTION METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR (503) 624-7755 (FAX)
MANAGER,ARCHITECT,AND PROPERTY MANAGER. TO TENANTS MOVE-IN.
25.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, HVAC-BID PROCEDURE
FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED BLDG. #: PCC BLDG. 4 (pcc227)
TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN
WHETHER OR NOT SHOWN ON THE DRAWINGS. PROPER WORKING ORDER. CONST. TYPE.: 111-13
26.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.'. 2. INVENTORY EXISTING H.V.AC.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH
27.'ALIGN'AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME UNIT
PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS N OPENING. 3. LIST TONNAGE OF EACH UNIT. THIS BUILDING HOUSES TWO SEPERATE TENANTS INCLUDING THIS
2800 NOT DISASSEMBLE SES OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. HVAC-DESIGN PROCEDURE TENANT. THE EXISTING BUILDING IS A SINGLE STORY BUILDING OF 31,565 U
21.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL RV.A.C.SYSTEM PER DESIGN STANDARDS SF AND IS FULLY SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR SIDES z
TWO WEEKS OF PROJECT AWARD.SAMPLES SHOULD BE NO LARGER THEN 11 X 17 AND TAGED WITH LISTED BELOW.
MANUFACTURES LABEL.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR OF AT LEAST H 1 FEET.
REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH
REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE.
CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS INCLUDE THE FOLLOWING: ACTUAL BUILDING AREA TOTALS
DIRECTED AT CONTRACTOR'S COST.
22.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND a. DUCTING AND SIZES B OCCUPANCY 31,565 SF Z G.
PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER O �Qr
SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE c. ROOF EQUIPMENT,SIZES AND LOCATIONS ALLOWABLE AREA
COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR.SUBMITTALS MAY BE DELIVERED IN PDF
FORMAT FOR REVIEW. d. UNITS REQUIRING DUCTED SMOKE DETECTION -
23.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS e. THERMOSTAT LOCATIONS AND ZONE/UNITASSOCIATED THEREWITH 3 19,000 + (75% INCREASE FOR FRONTAGE) 33,250 SF
=
CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER I. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS
LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE LL
INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE g. ZONE DIAGRAM TENANT INFORMATION ' 0
CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE HVAC DESIGN STANDARDS
TENANT: KEYSTONE AUTOMOTIVE OPERATIONS, INC W
APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY
THE ARCHITECT PRIOR TO INSTALLATION.SUBMITTALS MAY BE DELIVERED IN PDF FORMAT FOR REVIEW. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS:
OCCUPANCY AREAS & LOADS:
24.000RDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST).
B 9,425 SF 95 OCC 2 EXITS REQUIRED
INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY O
08 10 00 DOORS AND WINDOWS TENANT PRIOR TO CONSTRUCTION: Fam
1. RE-USE EXISTING DOORS,HARDWARE,AND FRAMES WHERE POSSIBLE. a. EXTERIOR EXPOSURE AREAS PLUMBING FIXTURES
W
2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: b. INTERIOR AREAS,SIZE AND USE
a. BAXTER AND FLAMING. (503)2250486 c. CONFERENCE/TRAINING ROOMS
b. D&D DOOR (503)2055533 d. COMPUTER I SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION _ GROUP B OCCUPANCIES.
AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. O
c. BENSON INDUSTRIES (503)907-2200 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. - roraRn�n° -
MOTOS PORT 9,425 SF 63 OCC IL
d. GRANT SUPPLY (360)887-0647 PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES.
3. DOOR AND RECITE FRAMES SHALL BE TIMELY II OR APPROVED. SUBMITTAL REQUIRED PRIOR TO ORDERING VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE 1s 2
MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. ZONES. �l 1z 1a
T II7I7II>� 8 TOTAL FIXTURES REQUIRE = 3
4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. I I d I I 14 O
FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. 5. LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND �1-1 F�"� '� TOTAL FIXTURES PROVIDED = 6
5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. RADIUS OF MANUFACTURER'S GUIDELINE. I 11 1� I Lu
6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 6. ECONOMIZER TO MEET CODE AND AS FOLLOWS: Q J"- - -- .tel
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7, ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 3/4'BACKSET. a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER.
6 ® �' � CODE SUMMARY
8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR b. BAROMETRIC RELIEF ON 5-71/2 TON UNITS. e �� I s O z i0 1 Z O
HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN WI STAIN AND FINISH c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. b \1S 3 ��, � ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE W LU �t
APPLIED IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT d. 11/2THRU4-TONOSAINTAKEWITHDAMPER. 10 g \ \� AND LOCAL CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT W N
SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS S 1
PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 7.DISTRIBUTION DUCTWORK: LIMITED TO: z Q Y N
SAMPLE. a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED.
PROJECT LOCATION / - • 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) o
9. ALL INTERIOR GLAZING SHALL BE TEMPERED. b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. 1 SITE MAP 2019 OREGON MECHANICAL SPECIALTY CODE (GMSC) x O O
10.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH �^
FINISH FOR AS NEW LOOK. MINIMUM R4.2 INSULATION WITH FSK BARRIER. A-1 NOT TO SCALE Z� • 2017 OREGON PLUMBING SPECIALTY CODE E (OES cy 0
11.T000H UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD • 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) v J ULLJ Z
08 43 13 ALUMINUM STOREFRONT DOORS AND WINDOWS HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. • 2019 OREGON FIRE CODE (OFC) �- U J
1. DOOR/WINDOW FRAMES:2"x 4 1/2"OS GLAZED. e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 ASCE-7-10 5 CO 0
IM �
2. DOORS:MEDIUM STILE ALUMINUM SIZE PER PLAN WITH INSULATED,LOW-E NON-REFLECTIVE GLAZING. DEGREES. I I il,
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3. DOOR HARDWARE(SINGLE DOOR): SELECT PRODUCTS GEARED CONTINUOUS HINGE,VON L EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. - - - • ICC/ANSI A117.ENERGY
,
DUPRIN 35A-NL-0P IN US26D EXIT RIM DEVICE WITH 1"DIAMETER BY 10'LONG BRUSHED STAINLESS STEEL g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24'ABOVE FINISH CEILING. 2019 OREGON ENERGY EFFICIENCY SPECIALTY CODE Y a a
OFFSET PULL HANDLE,SURFACE MOUNTED CLOSER , BOTTOM SWEEP,AND THRESHOLD. 8. FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. --
4. DOOR(DOUBLE DOORS): SELECT PRODUCTS GEARED CONTINUOUS HINGES,VON DUPRIN 3547A-EO(ONE DATE.
DOOR LEAF)AND 3547A-NL-0P(THE OTHER DOOR LEAF)CONCEALED VERTICAL ROD(IN US26D)EXIT DEVICES 9. DIFFUSERS: PERMIT/BID SET
WITH 1"DIAMETER BY 10'LONG BRUSHED STAINLESS OFFSET PULL HANDLES,SURFACE MOUNTED a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN ---
CLOSERS,BOTTOM SWEEPS,AND THRESHOLD. TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL.
5. ELECTRIC STRIKE(WHEN NEEDED FOR ACCESS CONTROL SYSTEM): VON DUPRIN 6300. b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- REVISION
09 00 00 FINISHES DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. I I
C. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST 7]j
1
09 21 00 GYPSUM BOARD WYE BRANCH.
GENERAL d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT .O 2.
1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR COMPLETION.
PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S 10RUNNERS AND .THERMOSTAT: ALL EXISTING MERCURY
Rt/TYPE THERMOSTATS TO BE REPLACED, NEW
EJLfT1(HHE LR�MFMOFSS-TTABTS TO BE
3.
DRYWALL SCREWS 8'O.C.TO VERTICAL EDGES AND EACH SIDE AHED OPPOSITE SIDES.STAGGER ALL ERTICAL ANDiHOR HORIZONTAL JOINTS BOTTOM4'D.C.(OR ONE STUD SPACING), PROGHONRAMMABLE A8 E WILL ETH LOCKOUT UNCTION-AUTU NGE�OVE ENNL MOUNT AT ADA HEIGHT(MAY (� O
APPROVED SUBSTITUTE: IOTA - O• 4.
2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN REQUIRE CHANGING HEIGHT AT'REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM ��
FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. THERMOSTATS AND BALANCE SYSTEM. _ 5BALANCE
3. IN FINISHED SPACES FURR-0UT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8'GYPSUM BOARD OVER 11.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. -
aFFICE;CO 6.
METAL STUD.
12.HVAC TESTING. PArL1 _ a
4. AT ALL EXISTING WALLS, REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, AREA OF WORK ., CITY Or E Cobs , ,0
PATCH HOLES READY FOR PAINT. EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH _ -._. 7 V
. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR APPROVED PLANS AND SPECIFICATIONS. -- FOR CODE COMPLIANCE
5 $. W
PAINT. b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN
:;;::Tp
6. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. ACCORDANCE WITH APPROVED PLNS AND SPECIFICATIONS. (}•WALL CONSTRUCTION MATERIALS c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND '. LL
FILED WITH PACTRUST. �, Pe'mi1 DRAWN BY: LL'
1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 0
13.PROJECT CLOSE OUT DOCUMENTS REQUIRED: M.W.N.
INSTALLATION. 4
AC att3i:
2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED ON PLANS WHERE PHYSICAL a. AutoCAD FILE SHOWING AS-BUILT INFORMATION.
STRUCTURAL PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. Sulu O c7
LIVE LOADS. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-073. DMZ 7 - � -� .) CITY OF TIGARD
3. LIVELOADS.COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO AS A446/A 446 M GRADE A(33000 C. HARD COPY OF AutoCAD FILE ABOVE. IA's ..
PSI)G80. d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING TSTATS. 1 ERMI Approved �y Planning
4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. \ \ \ A \ \ APES Date: tP I?.g_i�,pz•(
AN APPROVED EQUAL. 26 00 00 ELECTRICAL : DESIGN/BUILD THE ISS
5. STANDARD GYPSUM BOARD SHALL BE TYPE 7C,5/8'THICK WITH TAPERED EDGES CONFORMING TO ASTM O2 OV E RAL L BUILDING PLAN "' BASED ON CONSTRUCTION 'nitials: 411
-
OVERALL
GENERAL m DOCUMENTS AND OTHER
10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM P1047. 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR A-1 NOT TO SCALE W DATA SHALL NOT PRINT
HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. CIAL FROM
WALL CONSTRUCTION EXECUTION 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING THE CODE OFFICIAL
1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. pEOUIEMORSEOSs CTION BUILDING DEPARTMENT USE
OF ERRORS.
RECEIVED ^�Q
JUN 2 4 2021 C'J'`���D
CITY OF TIGARL MICHAEL
6UILDING DIVISION W WIRE fbTHWANG 00, n
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--- PORTLAND,OREGON
- ��� 5851
OFFICE OFFICE I NE 0F O�
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`.� \' � PROJECT # 21380
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GENERAL NOTES - NEW KEYED NOTES CONSTRUCTION LEGEND GENERAL NOTES - CEILING KEYED NOTES CEILING LEGEND O o Q
A. IT SHALL BE THE CONTRACTOR'S AND/OR THE O ADD POWER IN CEILING FOR FURNITURE FEED. o EXISTING TO REMAIN A. IT SHALL BE THE CONTRACTOR'S AND/OR THE O REMOVE EXISTING CEILING,CEILING 0 Z) O
SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY CONTINUE EXISTING ORIENTATION. SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY SUPPORTS, LIGHTS AND ALL OTHER ® 2 X 2 LED BLT CEILING FIXTURE TO BE RELOCATED U) 6 d Z
EXISTING TO BE REMOVED ACCESSORIES. SALVAGE LIGHTS TO BE
ALL DIMENSIONS, DETAILS,AND JOB SITE NEW 3'-0" BY 8'-0"TEMPERED SIDELIGHT AND ALL DIMENSIONS, DETAILS,AND JOB SITE () U
2 8 NEW STANDARD WALL WITH INS.
CONDITIONS PRIOR TO PROCEEDING WITH THE O DOOR FRAME. MATCH EXISTING FINISH. ® CONDITIONS PRIOR TO PROCEEDING WITH THE REUSED. 2 X 2 LED BLT CEILING FIXTURE > LL M
WORK,AND REPORT ANY DISCREPANCIES TO MATCH EXISTING HEIGHT. WORK, AND REPORT ANY DISCREPANCIES TO ® W Lo X
THE ARCHITECT BEFORE STARTING 3 REPLACE EXISTING GLASS DOOR WITHE FIXED NEW PENDANT LINEAR LED LIGHTS TO MATCH U M
O PANEL HERCULITE GLASS PANEL. MATCH (E)DUPLEX RECEPTACLE THE ARCHITECT BEFORE STARTING E2 -- d
CONSTRUCTION. EXISTING GLASS TYPE. CONSTRUCTION. EXISTING. _„ (E)ELITE SERIES
STRIP LED CO- -
FINELI7E SERIES i6 SiBLED-ID-DC0.
(N)DUPLEX RECEPTACLE REMOVE EXISTING EXIT SIGN. X-2E-HO-3500K-OPEN(20%UP,80%DOWN)
ADD CARD READER AND MODIFY/REPLACE 0 DATE:
B. REFER TO DRAWING 1/A-2 FOR NEW REFLECTED q B. LIGHT SWITCHES IN EACH ROOM SHALL NOT
CEILING PLAN. DOOR HARDWARE AS NECESSARY TO INSTALL A (E)TELIDATA MUD RING WITH PULL STRING EXCEED 4"FROM EDGE OF DOOR FRAME TO � (N)DIRECT-INDIRECT STRIP LED LIGHTING- PERMIT/BID SET
ELECTRONIC HARDWARE PER CARD READER
(N)TEL/DATA MUD RING WITH PULL STRING LIGHT SWITCH FINELITE SERIES 18 (20% P,80 O-
C. REFER TO SHEET A-1 FOR GENERAL PROJECT REQUIREMENTS. X-2E-Ho-35ooK-OPEN(2o°k UP,80%Dowty)
SPECIFICATIONS. CARD READER LOCATION TO BE 18" OFF OF a (E)ELECTRICAL PANEL $ STANDARD SWITCH REVISION
O5
D. WALLS TO BE PAINTED PER SCHEDULE. DOOR FRAME. O (E)POWER J-BOX ® OCCUPANCY SWITCH
1
® (E)FLUSH MOUNT FLOOR MONUMENT W/POWER CEILING OCCUPANCY SENSOR
E. AT INTERSECTIONS BETWEEN WALLS TO REMAIN AND DATA,CENTER MONUMENT IN ROOM. RECESSED,CEILING MOUNTED EMERGENCY EGRESS 2•
AND WHERE WALLS HAVE BEEN REMOVED, F�E LIGHT 90 MINUTE BATTERY POWER.(E)FIRE EXTINGUISHER IN RECESSED CAB. 3•
PATCH AND PAINT PER SCHEDULE.
E (N)FIRE EXTINGUISHER-SURFACE MOUNTED RECESSED CAN LIGHT FIXTURE 4
F. NEW WALL BASE THROUGH OUT, PER SCHEDULE.
(E)THERMOSTAT
SUPPLY DIFFUSER 5•
RETURN DUCT F).
® EXHAUST FAN 7.
TILE SPRINKLER HEAD 8
e EXIT SIGN(LED GREEN) DRAWN BY:
M.W.N.
INDICATES COMMON PATH OF TRAVEL REQUIRING
EMERGENCY LIGHTING EQUAL TO 1-FOOT CANDLE
FOR A MINIMUM DURATION OF 90 MINUTES.
DETAIL GENERAL NOTES. FLOOR AND/OR ROOF STRUCTURE RECEIVED
1. FOR WALLS UP TO 14'-0"TALL, USE 362S125-30 MTL.STUDS @ 24"O.C. UNLESS ARMSTRONG BERC2 CLIP (AS ALTERNATE MEANS JUN 2E21
CALLED OUT OTHERWISE IN DETAIL. USE 362T125-30 MTL. TRACK. OF CONSTRUCTION FOR THIS PROJECT.) MICHAEL
AS SCHEDULED WIRE THWANG
2. FOR WALLS OVER 14'-0"TALL, USE 60OS125-33 MTL. STUDS @ 16" O.C. UNLESS - ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE AS SCHEDULED PERIMETER CITY OF TIGARL W C7
CALLED OUT OTHERWISE IN DETAIL. USE 6007725-33 MTL. TRACK. p � BUILDING DIVI$10�
3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN / TYPICAL STUD APPROVED VERTICAL STRUT AT 12'-0"O.C. EA. WAY
ANCHORS AT 24"O.C. BEGINING WITHIN 6'-0" OF THE PERIMETER OF EACH �� PORTLAND,OREGON
CEILING SECTION. SEE STRUT DETAIL 5851
4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. STRUTS AT FIXTED EDGES NOT ATTACHED TO THE
5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO -�- BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE ` O F 0�
PROJECT FINISH SCHEDULE. TYPICAL TRACK MAIN RUNNER TDING STRUCTURE ABOVE.
O TH
PROJECT # 21380
POWDER DRIVEN ANCHORS INSTALL STUDS WITH TEMP GLASS
SAME DIMENSION (10" *.
STRUCTURAL SUPPORTING CALLS: MIN.) FOR BRIDGING o W Q
- - - - - ALIGNMENT 1
1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER I Z Q
ALLOWABLE SHEAR=70 LBS `
SECURE ALL HANGERS TO
2. 12'-0" TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL
(WIND) LOAD SHEAR= 5 PSF ` 12'-0"/2=30 PLF BLDG. STRUCTURE ORA U
Wig" TRAPEZE FOR DUCT I � Z
` ` POWDER DRIVEN MAX AND/OR PIPE WORK w
3. ANCHORS AT 16"O/C •.4"" ANCHORS AT 24"O.C. L Q
SHEAR= 30 PLF ` 16"/ 12" =40 LBS COUNTERSLOPE HANGERS
4. UNITY CHECK (1)#10-16 SCREW 6'-0'MAX IF MORE THAN 1:6 OUT OF
��� PER STUD FLANGE CROSS MEMBERS PLUMB
40 LBS/70 LBS = 0.57< 1.0 OK BETWEEN MAIN
5. ANCHORS AT 24"O/C AT NEW WALLS WITH P- RUNNERS MAIN RUNNERS AT 4'-0"
O.C. SUPPORT WITH#12 O
SHEAR= 30 PLF '24"/ 12" =60 LBS ACOUSTIC INSULATION, WIRE AT 4'-0" O.C. OR WITH
SET STUD TRACK IN A #10 WIRE AT 5'-0"O.C. z O
6. UNITY CHECK CONTINUOUS BED OF NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL WALL BASE n
O
60 Ibs/70 lbs = 0.86 < 1.0 OKISEALANT U.N.O. CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY z IN
OA-3
GENERAL NOTES OA-3 WALL BASE DETAIL A33 CEILING BRACING DETAIL A 3 MOUNTING HEIGHTS W clCL
SCALE 1" = 1' 0" SCALE 3" = 1' 0" O SCALE 1/2 - 1'-0 CL N
O A
20 GA 3 5/8" METAL STUD BRACING TO ROOF 0
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STRUCTURE AT 10'-0" OC TO BUILDING STRUCTURE 0
O O o Ln `r
2'-0" ! -0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT W U)LU
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2' INTERSECTION WALLS. FASTEN EACH END WITH W o 1 .-
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AT LOCATIONS WHERE WALL Q 3: Z V 4
(1)#8 SHEET METAL SCREW CROSSES A CEILING'T', OR = C/) J
N N Z
RUNS DIRECTLY BELOW, FILL O H 0
SOUND INSULATION 4'CENTERED GAP WITH COMPRESSIBLE cUc M M M J
.,,•.. .............k :,..,,,,,,,;. OVER WALL FILLER STRIP. ROOF DECK G o L m
SUSPENDED CEILING _ I OR BEAM
BLOCKING TYPICAL AT FASTENING POINTS.
• R Y+F
MTL. STUDS.
SUSPENDED CLG ASSEMBLY
5/8" GYP. BIRD. BOTH SIDES z?'I -:4.
z = ;` ..
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CENTER LINE OF STUD 450
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LL 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS \ 20 GA 3 5/8" METAL STUD BRACING
TO ROOF STRUCTURE AT 10'-0" "
OC W/(2)#8 SHEET METAL U
.r 7
,,: s •`,; SCREWS AT EACH END. BRACING
BOTTOM TRACK. r•
TO BE PROVIDED WHERE DISTANCE �_
Ys, BETWEEN PERPENDICULAR INTERSECTING
WALLS OR HORIZONTAL BRACING _ w
FINISH FLOOR-TOP OF SLAB {_� n =� BETWEEN WALLS EXCEEDS 12'-0"OC
z
6 WALL SECTION WITH SOUND INS. 7 WALL BRACING DETAIL OA-3
WALL BRACING DETAIL O
A-3 SCALE 1" = 1'-0" A-3 SCALE 6" = 1'-0" SCALE 3" = 1'-0"
Q
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DOOR SCHEDULE
D - -_T - - - - -- - F O
DOOR DATA FRAME DATA HARDWARE FUNCTION REMARKS MARK
-' FIRE RATING HW FINISH
------------�-- 1.1J
MARK DOOR SIZE ! THKCORE HAND DEPTH ACTION
100A T-0"x 8'-0" A 3/4" Sc Right 14 7/8" - LEVER/LOCK/CLOSER(D SERIES) 626 ALX10S 2 100A
1008 13'-0"x 8'-0" 13/4" SC Left 4 7/8" LEVER/LOCK/CLOSER(D SERIES) 626 . ALX10S 2 1008
om
100C PR 3'-0 x 8'-0" 1 1/2" - NA 5" PUSH/PULL/CLOSER/DEADBOLT 3 1000 ! O
102A i 3'-0"x W-0" 1 3/4" SC Left 4 7/8" - PASSAGE LATCH 626 ALX10S 102A
1026 1 3'-0"x W-0" 113/4' SC Right 14 7/8" PASSAGE LATCH 626 ALX10S 10 B
1109 i 3'-0"x W-Ow 113/4m SC Left 4 7/8" PASSAGE LATCH 626 ALX10S 1 109 O
110 3'-0"x W-0" 13/4" SC Right 14 7/8" - PASSAGE LATCH 626 ALX10S - 110 w
111 3'-0"x 8•-0" ill c)
1 3l4" SC Left 4 7/8" - PASSAGE LATCH 626 ALX10S 1
112 3'-0"x 8-0" . 13/4 SC Right J 4 7/8" - PASSAGE LATCH 626 ALX10S 1 11112 J
119A 3'-0"x 8-0" 13/4 SC Left 4 7/8" -PASSAGE LATCH 626 ALX10S t3 1119A U
-
-- ------ ------- LU d'
_..-.....-- -...-.-.__ N
NOTE: z Q L04
1. 3'-0"X 8'-0"SIDELITE,TEMPERED GLAZING. ¢Oa O
Q �
2. ELECTRONIC CARD READER
3. MODIFY EXISTING DOOR HARDWARE TO BE COMPATIBLE WITH ELECTRONIC CARD
X00
READER. UJ Z
UU) Q
LL coI-
W Minix
Y aLoa
DATE:
PERMIT/BID SET
REVISION
1 .
2.
3.
4.
5.
6.
7.
8.
DRAWN BY:
M.W.N.