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Plans (5) BtP2015 - 00291 TENANT IMPROVEMENT, MARTIN#W.BHANSON SW 2ND AVENUERECEIVED G,o — -rr for f� C CKA AS. OREGON y OCT 13 2 015 �'"�' O ' - (y97) �t792 i' 79d A r {168) i ti Q (7 96 CITY OF TlGARD �� OF NG ori DIVISIOOREGON S E TREASUN �� ,,�,�:.•`��6�r��w,.�: ��p��€��,��,� �PROJECT #15680 „ (195j CODE SUMMARY 0 BUILDING LOCATION = PROJECT NARRATIVE w t } � °xi ' �� ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE / r WITH STATE AND LOCAL CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: PROJECT CONSISTS OF DEMOLITION AND RECONSTRUCTION WORK TO 20,833 SF OF = 2014 OREGON STRUCTURAL SPECIALTY CODE EXISTING OFFICE AND WAREHOUSE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED U THIS PROJECT - vk. 2014 OREGON MECHANICAL SPECIALTY CODE OMSC TO SELECTIVE DEMOLITION, DRYWALL/METAL STUDS, SUSPENDED CEILINGS, "I �i t'4 t,S 4�+ fi4� fi `�'� Q O \ , INI • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) DOORS/FRAMES AND PAINTING AND SITE WORK. ALL WORK TO MEET ADA Q �QUIREMENTS. Z O • 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) RE � OJQ \ • 2014 OREGON FIRE CODE (OFC) O 4� } • ASCE-7-10 U) ICC/ANSI A117.1-2009 z WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT a • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE Q N TOTBCI&II O 0 LO PLUMBING WORK > D� 0U) FIRE PROTECTION SPRINKLERING > w00 �~ A SITE MAP �� HEATING, VENTILATION & AIR CONDITIONING WORK z Wo �6 NOT TO SCALE TRUE ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE cn ^-1 NORTH Ir O 00 QLO LO lU C" 0 =x BUILDING INFORMATION BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. L 15350 SW SEQUOIAUOIA PKWY#300AREA OF S2 r PORTLAND ORE 97224 158 SF �. �. .� ........... _ ... .......... -- - -------- --------- _..: lu . --. :. ::.... ::- : ::._:. — ———— (503) 624-6300 (PHONE) __ i - IL - (503) 624-7755(FAX) O d � LO BL G. #: Pactrust Business CenterBLDG. E PTR #P O Ir ------------------------------ CONST- TYPE.: - U EL II B L2 I— _...._........_ ..._.......---.__................ .............. .... ........................................... ,.. THIS BUILDING CURRENTY HOUSES TWO OTHER TENANTS AND ONE VACANCY. Fi - ------- -._......._...... ............ ::::--::::::::: ::f�:: w -- THE EXISTING BUILDING IS A SINGLE STORY BUILDING OF 36 127 SF. THE _. _.._-..... ._........... .....► _... . ......-.... ....._. .. ..... ......_-.-..... ::': :: - : ::: : :_: :;:::: . : BUILDING IS ONE STORY AND HAS A FIRE SPRINKLER SYSTEM THROUGHOUT. C`3 z ACTUAL BUILDING AREA TOTALS _ - :.-. : : :-- ALLOWABLE AREA 507. 3:- .....:: :: c . ::: u .... 20,8.33`SF- J UNLIMITED AREA � - -- :- S-2 OCCUPANCY = 4,715 SF ONE STORY BUILDING WITH :; : -:.-.-::::::.:: --- -- -- ----- ---- --- i ...................... ............ .... -G - - :. ::. ................ B OCCUPANCY = 31,412 SF AUTOMATIC SPRINKLER SYSTEM . ... ......... - _.......... ......._..._..__...... .-....... - _.._............... .::::::. ::. TOTAL = 3 �' ' > _......_.... ............_............. ........-...--.-.-- ..... 6,127 SF � �ROUGHOUT&YARDS 60 FEET) ..:::::::._::.. i { . ... :::. ::::: ::: :::. :. -:-. :. . -- ... _...- _.. ' - ............. ._...... .................... .... ............., _.. NON-SEPARATED OCCUPANCIES 508.3 - ( ) :: :: :-_:--::::: ...... ... _..... ........ Lij I - - - p :. '.. :.:.: ....... .. . -..... TENANT INFORMATION s B T A : SF: EN NT. OREGON STATE TREASURY i OCC LU UPANCY: B --- ——— ee e � � FLOOR AREA: 20,833 SF OFFICE 20,833 SF TOTAL Q O 2 OVERALL BUILDING PLAN N 3 BUILDING OCCUPANCY PLAN DRAWING INDEX Ir Ir 1/32" = 1'-0" A-1 1/32" = 1'-0" IrIr U) Cc W existing oak tree Al PROJECT INFORMATION, VICINITY MAP, OVERALL BUILDING PLAN W LL A2 PROJECT SPECIFICATIONS z W A3 DEMOLITION FLOOR PLANW W z A4 FLOOR PLAN () O A5 SCHEDULES 0O N A6 CEILING DEMOLITION PLAN W m � asph It new curbs asphalt monument sign A7 REFLECTED CEILING PLAN Z Ir O / new c- I p �' ,.` A8 DETAILS (!? W Q � / A9 CABINET KEY PLAN AND ELEVATIONS D a O A10 CABINET ELEVATIONS 44 WI_ 0 rr 5 U) _I W O I 1 1 1 I new¢Lgbs/asphalt U (� 4 0 O O EL T- IL REVISION 2. 3. 4.I , new 6' conc. sidewalk i I I I:: :._ := / / �,, CI'I"Y OP TIGARD 5. FOR CODE COMPLIANCE 6. remove dock/driveI : - 'L,I / / Approved: / / OTC. 7. infill and landscape 8 Permit#: s new conc. entry/ Address. e plaza / remove walkways '•` / Suite DRAWN BY: .. .. ,.i By; Date: mwh / / _•. - :.f fDATE: 10/01/15 -0 `=Q"`:4'=0".3'=0" 9'-9" 3'-0" 35'-1 / PERMIT/BID SET " I I .�.I,.. OFFICE COPY 4 PARTIAL SITE PLAN q I ►:. I I 111 = 10, - 0. -,_j .: :__L : _^. ..- masonry to remain (E) r co LI�4 ::.j` MW TAT i a ' new 6' conc. sidewalk BUILDING DEPARTMENT USE 01 00 00 GENERAL DATA d. REPLACE ROLLERS AND HINGES AS NEEDED. 4. GENERAL NOTES: 5. TOILET SEAT: BEMIS 1955SSC OR OLSONITE 10SSCT b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. GENERAL REQUIREMENTS e. REPLACE ROPES AS NEEDED. a. KEEP ALL HARDWARE,HINGES,AND DOORKNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER 6. AT BACK TO BACK TANK TYPE TOILET INSTALLATIONS US 3"VENT PIPE THROUGH ROOF C. HARD COPY OF AutoCAD FILE ABOVE. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON f. LUBRICATE ROLLERS. SPRAY. 7. URINAL-TOTO UT447,AMERICAN STANDARD WASHBROOK 6501.010,OR KOHLER K-5016-ET W/FLUSH VALVE d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. ol " 08 4313 ALUMINUM STOREFRONT DOORS AND WINDOWS b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. SLOAN 186-1 3082 STRUCTURAL SPECIALTY CODE AND ALLO OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 1. DOORNVINDOW FRAMES:2"x 412"OS GLAZED. c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND 8. SHOWER STALL-FIBER FAB ASSISTED LIVING MODEL#63BF WITH ROUGH OPENING OF 63"WIDE BY 3712" 26 00 00 ELECTRICAL : DESIGN/BUILD MARTIN W. HA ON NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. RAGS AT THE END OF EACH DAY. DEEP. PROVIDE BLOCKING IN WALL AND SET SHOWER UP FOR FUTURE FOLD DOWN BENCH ADDITION. 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 2. DOORS:1 3/4"X 3 1/2"TOP RAIL AND STILES AND 1 3/4"X 10"BOTTOM RAIZ,SQUARE GLAZING STOPS. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 9. SHOWER STALL FAUCET-DELTA 57021 CHROME OR EQUAL. GENERAL . CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED 3, DOOR HARDWARE:DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. 10.SEALANT AT PLUMBING FIXTURES: 1. ALL ELECTRICAL FEEDS TO OUTLET,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM CEILINGS U.N.O. C CKA AS, OREGON CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE MORTISE DOUBLE CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION e. PROTECT WORK OF OTHER TRADES. EXCEPT FOR HORIZONTAL RUNS UNDER WINDOWS AND FIXTURES ON THE SAME STUD. THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. RING 1 1/8"LENGTH WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. GEAR HINGES. FINISH TO MATCH a. ALL SEALANT SHALL MATCH GROUT COLOR AT SURFACES.T NEWLY PAINTED FINISHES2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOWSILLS TO BE ROUTEDTHROUGH BUILDING O f. PROVIDE"WET PAINT'SIGNS AS REQUIREDTO PROTECT �a 4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE BUILDING STANDARD. b. SUBMIT SEALANT COLOR PRIOR TO INSTALLATION FOR ARCHTIECTAPPROVAL FOR ALL OTHER SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. ( '�� EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 4. APPROVED DOOR,FRAME,AND HARDWARE MANUFACTURERS INCLUDE: EXTERIOR: APPLICATIONS. 07 7 O DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO rl 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE a. CASCADE ALUMINUM 1. WASHING: PLUMBING-BREAK ROOM FIXTURES 3. PROVIDE UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. 1 LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST),CLEANING AND ALL PREPARATION OF SUBSTRATE b. KAWNEER a. ALL SURFACES TO BE PAINTED ARE TO BE PRESSURE WASHED USING A PRESSURE WASHER WITH A 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. 4. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METER SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. c. US ALUMINUM MINIMUM PRESSURE OF2500 PSI. 2. BREAK ROOM SINK ELKAYGECR2521 IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO PROJECT #15680 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING 3. KITCHEN FAUCET DELTA 100-DST 5. FINISH: CLASS II DARK BRONZE ANODIZED FINISH(OR BLACK-MATCH EXISTING),0.4 MILS THICK. b. AFTER WASHING: TENANTS MOVE-IN. STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS 2. DO NOT PAINT OVER DIRT,RUST,SCALE,GREASE,AND MOISTURE. SCRAPE ALL SURFACES TO REMOVE ANY 4. INSTANT HOT WATER DISPENSER IN SINK-ERATOR MODEL#H 770 SS 5. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN PATH SHOWN ON PLAN EQUAL TO 1-FOOT INTENSION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 09 OO OO FINISHES SCALE. CANDLE. „ ` 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. GENERAL 3. ALL IRREGULAR SURFACES TO BE FEATHERED OUTAT EDGES BY SANDING. 5. 1/4"COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF 6. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE HOUSING, V REQUIRED. PROVIDE RECESS MOUNTED VALVE BOX BEHIND REFRIGERATORS AND FEED WATER LINE IN WITH BATTERY BACKUP. 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET'WALK-OFF MATS"TO PROTECT EXISTING 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. 4. ALL METAL SURFACES WITH VISIBLE SOILING TO BE WIPED WITH APPROPRIATE THINNER TO CLEAN. WALL. W CARPETS. .7WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE [- 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: 5. SPACKLE ANY IMPERFECTIONS IN SURFACE WITH EXTERIOR SPACKLE,SPOT PRIME PRIOR TO INSTALLATION JANITOR CLOSETS 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN. MEMBRANE AS NEEDED. 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENTTO BE REMOVED. PATCH AND REPAIR ROOF OF FINISH COATS. a. FLOOR COVERINGS AND BASE 1. JANITOR FLOOR SINK-MUSTEE 63M MOP SERVICE BASIN 24"X 24"X 10"OR SWAN MS242424"X 24".6. CAULK SEAMS AT JUNCTION OF ADJOINING SURFACES WHERE OPENINGS ARE VISIBLE TO THE EYE. a. TRANSFORMERS TO BE ENERGY STAR LABELED. ' ` b. PLASTIC LAMINATES 2. JANITOR FLOOR SINK FAUCET-CHICAGO FAUCETS 8970R AMERICAN STANDARD 8344.112. V 9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED 7. WOOD SURFACES I.E.SIDING,FASCIA BOARDS,SOFFITS,ETC: b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. COMPANIES INCLUDE: C. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 23 00 00 HVAC : DESIGN/BUILD c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C a. ARROW ROOFING, ALFONSO PEREZ (503)460-2767 d. PAINT a. RAW WOOD: GAS METER TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS 1.PRIME WITH EXTERIOR CONTROL PRIMER IF TO BE PAINTED. OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-12 PERCENT BNFC TAPS. MAXIMUM b. PACIFIC ROOFING, GUY BELT (503)640-3163 e. TILE, MARBLE,GRANITE,STONE,AND GROUT 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 2.PRIME WITH THINNED SOLID COLOR STAIN IF STAIN IS TO BE USED. METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR c. GRIFFITH ROOFING, GREG STONE (503)643-1596 f. TOILET PARTITIONS ASSEMBLY AND CASE. "' O 3.PRIME WITH THINNED EXTERIOR ACRYLIC IF EXTERIOR ACRYLIC IS TO BE USED. TO TENANTS MOVE-IN. O 10.KEEPTHE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS g. HARDWARE 9. FOR FLOOR POWER AND DATA ACCESS IN BUILDINGS WITH ACCESS BELOW FLOOR,USE WIREMOLD RC7 AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. HVAC-BID PROCEDURE O 3. EXTEND FINISH FLOORING UNDER ALL NEW CASEWORK. b. PRIMED WOOD AND EXISTING FADED WOOD AREAS: FLUSH POKE-THRU SERIES OR EQUAL. FOR SLAB ON GRADE INSTALLATIONS USE RACO#5511,2 AT EACH l l.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 1. APPLY MILLER'S ACRILITE TO TOTAL SURFACE TO ACHIEVE UNIFORM COVERAGE. 1. FORBIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN LOCATION TO SEPARATE POWER AND DATA WITH 1"CONDUIT FOR POWER AND 2"CONDUIT FOR DATA. rn COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL 09 21 00 GYPSUM BOARD PROPER WORKING ORDER. vJ } c. ANY NEW SIDING TO BE PRIMED PRIOR TO INSTALLATION. 10.TELECOMMUNICATION SYSTEM BY FUTURE TENANT. >> BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION GENERAL 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH ACTIVITIES. d. WOOD TRIM: UNIT 11.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. 1. ALL GYPSUM BOARD TO BE A MINIMUM OF 5/8"THICK VERTICALLY ATTACHED TO METAL STUDS 24"O.C.WITH 12.00CUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. Y d 12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING 1"TYPE S-12 SCREWS 12"O.C.UNLESS OTHERWISE NOTED. 1.PRINE ROUGH WOOD TRIM AND FINISHED WITH MILLER'S ACRILITE. 3. LIST TONNAGE OF EACH UNIT. < W N RESTROOM FACILITIES. 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN 2.PRIME SMOOTH WOOD TRIM WITH ALKYD OIL PRIMER AND FINISH WITH SEMI-GLOSS ACRYLIC. HVAC-DESIGN PROCEDURE 13.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT = <N 13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND -I` FINISH COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED. Q Lo PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER E. METAL SURFACES I.E.SIDING,ROOFING,DOORS,FRAMES,GUTTERS,ELECTRICAL PANEL COVERS,ETC: USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE TRAY OPERATE O� �� 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH LISTED BELOW. IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. COMMON BUILDING AREA BE USED FOR STORAGE. a. FERROUS METALS: tr CO r. COAT. PAINT A5 INDICATED. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR 14.REQUIRED IN DIVISION 15,PROVIDE MONITORING OF HVAC EQUIPMENT PER CODE. a CO r. 14.KEEPTHE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALLTIMES. NEW-PRIME WITH ALKYD OIL PRIMER,FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE UNIFORM W O 4. ALL ONE HOUR RATED WALLS(WHERE APPLICABLE): ONE LAYER 518"TYPE X GYPSUM WALLBOARD,EITHER REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH 15.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. AT RIGHT ANGLES OR PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN COVERAGE. NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. 15.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA Z U) - '14-"t WITH 1"TYPE S DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS EXISTING-SPOT PRIME RAW AREAS WITH ALKYD OIL PRIMER AND FINISH WITH SEMI-GLOSS ACRYLIC TO INCLUDE THE FOLLOWING: BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. 16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, �� (Q� ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD ACHIEVE UNIFORM COVERAGE. 16.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TOTHE a. DUCTING AND SIZES q �-.� SPACING),EACH SIDE AND OPPOSITE SIDES. DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TOTHESPACE ABOVE THE CEILING. A SECTION Cn J 17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. a. GALVANIZED METALS: J �Cy) b. SUPPLY AND RETURN LOCATIONS AND CFM OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OFA PULL STRING 5. IN FINISHED SPACES FURR-0UT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER NEW-TREAT WITH GALVAWASH,PRIME WITH ALKYD PRIMER,AND FINISH WITH EXTERIOR ACRYLICTO Lo m 00 18.CLEAN THE RETURN AIR GRILLS AND THE SUPPLY AIR DIFFUSERS. METAL STUDSACHIEVE UNIFORM COVERAGE. . c. ROOF EQUIPMENT,SIZES AND LOCATIONS OFFICE LIGHTING Q � �� 19.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. 6. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS MULLIONS OR GLAZING. d. UNITS REQUIRING DUCTED SMOKE DETECTION 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT U.N.O. 5 EXISTING-SPOT PRIMER WITH ALKYD OIL PRIMER AND FINISH WITH EXTERIOR ACRYLIC TOACHIEVE G Ln =X 20.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. 7. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANTAND UNIFORM COVERAGE. e. THERMOSTAT LOCATIONS AND ZONEIUNIT ASSOCIATED THEREWITH 2. OFFICE LIGHT FIXTURES- LITHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE OR EQUAL.(NO SYLVANIA L T 0- 0-LL 21.PROVIDE"AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT' PATCH HOLES READY FOR PAINT. a. ALUMINUM -NEW OR EXISTING,PRIME ALL RAW ALUMINUM WITH VINYL WASH PRIMER AND FINISH WITH f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS BALLASTS) DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED 8, UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALLTO PAINT READY CONDITION. EXTERIOR ACRYLIC TO ACHIEVE A UNIFORM COVERAGE. 3. OFFICE LIGHT FIXTURES- LITHONIA 2ES8P F 232 MVOLT ADVANCE OR EQUAL(NO SYLVANIA BALLASTS) PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS g. ZONE DIAGRAM SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PACTRUST MAY HOLD WALL CONSTRUCTION MATERIALS 8. CONCRETE WALLS: 4. OFFICE LIGHT FIXTURES HVAC DESIGN STANDARDS CONTRACTOR'S FINAL PAYMENT UNTIL"AS-BUILT'DRAWINGS AND O&M MANUALS HAVE BEEN RECEIVED 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE a. NEW-PRIME WITH KRILL PRIMER SEALER AND FINISH WITH HIGH SHEEN KRILLTO ACHIEVE UNIFORM a. LITHONIA FLUORESCENT FIXTURE.2VT8 2 32 ADP MVOLT BILP LOW BALLAST FACTOR INSTANT START. r AND APPROVED. INSTALLATION. COVERAGE. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: (GENERAL OFFICE LIGHTING)(PROVIDE EMERGENCY BATTERY BACK UP BALLASTAT EM FIXTURES) 22.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, 1. 350 SQUARE FOOT PER TON. 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL b. EXISTING-SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH TO HIGH SHEEN KRILL TO ACHIEVE b. LITHONIA LED FIXTURE 2VTL 40L ADP EZ1 LP835.(OFFICE DAYLIGHT ZONE LIGHTING) FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. UNIFORM COVERAGE 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE AS WELL AS CRITERIA PROVIDED TO PACTRUST BY TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. TENANT PRIOR TO CONSTRUCTION: 5. REST ROOM-WALL MOUNTED LIGHT FIXTURE(CLASS A SPACES)- PEERLESS CRW1-2 54TSHO SPR 277 GEB10 11 WHETHER OR NOT SHOWN ON THE DRAWINGS. 8. E.I.F.S.: (1SE EMERGENCY MODULE PER PLAN) w 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TOASTM A446/A 446 M GRADE A(33000 a. EXTERIOR EXPOSURE AREAS 23.ITEMS OR WORK NOTTO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". PSI)G60 a. EXISTING-SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH WITH KRILL FLAT TO ACHIEVE UNIFORM 6. REST ROOM-WALL MOUNTED LIGHT FIXTURE(CLASS B SPACES) - LITHONIA WC 2 32 MVOLT GEB101S OR 24."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR COVERAGE b. INTERIOR AREAS,SIZE AND USE EQUAL IL0 PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. AN APPROVED EQUAL. 10 00 00 SPECIALTIES c. CONFERENCE/TRAINING ROOMS 7. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L06 AR LD 277TRW 25.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',518"THICK WITH TAPERED EDGES CONFORMING TO ASTM 10 28 13 SHOWER/BIKE ROOM ACCESSORIES d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION EXTERIOR LIGHTING L AND 24-HOUR USE. C 36. ED OPENINGS: LITHONIA LF6N 26DTT LAMP F60SA RELFECTOR. EMERGENCY 11 26.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN 1. PROVIDE COAT/TOWEUROBE HOOKS 3 SHOWER ROOM,4 BIKE ROOM FOR TOTAL OF SEVEN. 1. ENTRY LIGHTING AT RECESS TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECTTO 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM 2. PROVIDE PLASTIC BENCH-WHITE IN SHOWER ROOM,SIZE 35'x 12"x 19 TALL. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. BATTERY PACK OPTION EL) _ a REPLACEMENT AT CONTRACTOR COST. AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL C-630 PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN STONS SHALL BE SPLIT INTO MULTIPLE ZONES. 2. LITHONIA LIGHTING WST LED 1 10A700/40K SR4 MVOLT ELCW DDBXD.EXTERIOR EGRESS LIGHTING . REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED ASA SUBSTITUTION BY THE 3. PROVIDE ROD&CURTAIN AT SHOWER ROOM. VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3TONS SHALL BE SPLIT INTO MULTIPLE - 1. CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS 7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR TO 48"A.F.F. ZONES. 3. LITHONIA LIGHTING DSXW1_LED_1000_40K TFTM_MVOLT WALL MOUNT LUMINAIRE. Q DIRECTED AT CONTRACTOR'S COST. ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES.(EXCEPTION:EXCEPTION AT 4. INSTALL TWO-DOUBLE BIKE RACKS WALL MOUNT W/BLOCKING IN WALL FROM LANDLORD STOCK. 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. 28 30 00 ELECTRONIC DETECTION AND ALARM LOCATIONS TO RELIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) 10 28 13 BREAK COUNTER LLJ In 27.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICALAND 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. GENERAL PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMITA MINIMUM OFTWOCOPIES OFALL 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD'/z"THICK WITH SQUARE,REINFORCED, 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 Ef (5 SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. 2. CUP DISPENSER-BOBRICK B-235 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 712 FOR HORN/STROBE DEVISES USE"SYSTEM SENSOR"SPECTRALERT ADVANCE DEVISES,OR APPROVED EQUAL. z COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 9. AT FRP,PLASTIC LAMINATE,ETC.,WAINSCOT PANELING INSTALL WATER-RESISTANT GYPSUM BOARD. 1044 16 FIRE EXTINGUISHERS TONS SHALL HAVE SPECIAL APPROVAL BY BUILDING OWNER. 32 00 00 EXTERIOR IMPROVEMENTS 0 IM 0.4h 28.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OFTHE FIRE PROTECTION SYSTEMS 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. 7. HVAC UNITS WITH EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE PRIOR TO ANY EXTERIOR EXCAVATION OR BORING,GENERAL CONTRACTOR SHALL OBTAIN AN UNDERGROUND -iCONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) CONNECTED TO A MONITORING STATION WITHIN THE BUILDING. UTILITY LOCATE. LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OFTHIS TYPE OF SYSTEM. COORDINATE 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH w D SYSTEM. 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS mINTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON STRUCTURAL CALCULATIONS BY ENGINEER. CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE WALL CONSTRUCTION EXECUTION 11 00 00 EQUIPMENT APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY 1. DISHWASHER: INSTALL LANDLORD PROVIDED SS DISWASHER F 9. CURBS: 14"CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS BELOW THE ARCHITECT PRIOR TO INSTALLATION. 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING ( ROM DEMO WORK). ROOFING. SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW 2. GARBAGE DISPOSAL: INSINKERATOR BADGER V 12 HP 29.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE CONNECTIONS SFIALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. MATERIALS LIGHTER THAN 18 GA. 12 00 00 FURNISHINGS CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. 14 GENERAL 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 1. REPLACE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS AND PROVIDE BUILDING STANDARD BLINDS b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. ui 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. TO MATCH AT NEW EXTERIOR GLASS. BLINDS SHALL BE PER CURRENT PACTRUST STANDARD( WHITE, c. CONDENSATE MUST BE TRAPPED AT UNIT. TO INSTALLATION OF NEW FLOORING. FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. VERTICAL,NON-PERFORATED.)CONTRACTOR SHALL VERIFY THE BUILDING STANDARD AND CONFIRM WITH THE ARCHITECT BEFORE ORDERING. 7. SEISMICALLY ATTACH UNITTOCURB IN CODE-APPROVED METHOD. 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OFTOP AND BOTTOM TRACKS. POSITION 8. ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W1 SUPPORTS PER CODE. PIPING SHALL BE RUN If. A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT 2. INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS. INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED, LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE 12 23 16 CABINET SPECIFICATIONS CLAMPED BUI WORM GEAR). JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE I- 01 73 29 CUTTING AND PATCHING STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. 9. ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND 1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS. CORROSION WITH OIL BASED PAINT(COLOR GREY). 2. AN CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O BEING UNDERTAKEN. 4. INSTALLALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR 3. HIGH PRESSURE LAMINATE(P LAM HPL)ALL EXTERIOR SURFACES,INCLUDING N'TOE KICK. EDGE BANDING 10.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND ui 2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. THE PROJECT. RADIUS MANUFACTURER'S GUIDELINE. (MATCHING PVC ACCEPTABLE),FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS 3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED. 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING,INSTALL THE GYPSUM BOARD(OR AUQATOUGH) OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD 11.ECONOMIZER TO MEET CODE AND AS FOLLOWS: 4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR. MELAMINE FINISH. a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. SURFACES TO THE FULLEST EXTENT POSSIBLE 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER b. BAROMETRIC RELIEF ON 5-712 TON UNITS. QO 7. FINISH QUALITY: 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/15'PARTICLE BOARD WITH MATCHING P-LAM OR 5. PATCH WITH DURABLE,INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. � AREA PROCESS TRADE NOMENCLATURE PVC EDGES. 6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. MIN.6"PENETRATION INTO EXISTING CONCRETE AND MIN.OF 5'EXPOSURE INTO POUR BACK CENTER WAREHOUSE TAPE/FINISH COAT* TIGHT DOUBLE 6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. } DOWEL IN SLAB. 12.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. OFFICE/OTHER AREAS TAPE/2 FINISH COATS*/ SMOOTH FINISH TAPED 7. FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. CD ir 13.DROP CANS TO FULL SIZE OF UNIT CURB OPENING. MINIMUM 26 GAUGE WITH SUPPLY AIR. EDGESOFSUPPLY cc 7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECTS OPINION AND REPLACE AT NO USG"FIRST COAT' *SAND AFTER TAPE/FINISH COAT(S) 8. HINGES-BLUM#75M3580, 110 DEG.SELF CLOSING CLIP ON(OR EQUAL). AIR SEALED. DROP CANS TO BE EXTENDED TO WITHIN 2'OF CEILING. IY W ADDITIONAL COST. 9. DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. W LL 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 14.DISTRIBUTION DUCTWORK: SHOWN ON PLANS. 03 00 00 CONCRETE ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN.FOR HD AND FILE DRAWERS. a. SPIRAL ONLY IF EXPOSED. z W 1. EXTERIOR FLAT WORK: 09 53 00 SUSPENDED ACOUSTICAL CEILING 10.PULLS-96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. W W b. 26 GAUGE OR TO SMACNA STANDARDS IF PIPE IS CONCEALED ABOVE DROP OR HARD CEILING. z a. 4"THICK UN-REINFORCED CONCRETE SLAB WITH AIR-INTRAINMENT OVER 4"COMPACTED CRUSHED 11.GENERAL CONTRACTOR TO PROVIDE CABINETMAKER WITH SINI<TEMPIATE(SPEC SHEETS)FOR EACH SINK U 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. ROCK(3/4 MINUS). SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH C7 0 ,q- 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUTAND BACK SPLASH MINIMUM R4.2 INSULATION WITH FSK BARRIER. 0 N b. CONTROL JOINTS 5'O.C.MAX,EXPANSION JOINTS 2l7 O.C.OR AS SHOWN ON PLANS. SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. TO BE SEALED. MINIMIZE COUNTERTOP BUILDUPS AT FRONT AND BACK OF SINK CUTOUT TO d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALLTHREAD0 W W m N C. BROOM FINISH WITH TOOL EDGE EACH SIDE. 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE z 11 � 05 00 00 METALS 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO 12.KITCHEN/BREAK ROOM CABINETS-BASE CABINET WITH P-LAM COP ON PLYWOOD DECKING AND 4"BACK CLAMP. ( � (-/) W 1. PIPE RAILINGS FOR EXISTING DOCK AND CONCRETE STAIR. INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.O. UPPERS 12"D X 35'H-ATTACH TO WALL e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 V D a Cc WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 26"D. MICROWAVE SHELF 18"D WITH 3"RADIUS OUTSIDE d 0 07 00 00 THERMAL& MOISTURE PROTECTION SPRINKLERS CORNERS. P-LAM AT TOE/BASE. ALL SHELVES ADJ.HOLES AND POSTS(1 AT BASE,2 AT UPPERS). DEGREES. m 1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. 5. PRODUCTS: 13.WORK/COPY/STORAGE CABINETS-BASE CABINETS WITH P-LAM TOP ON PARTICLEBOARD DECKING. SCRIBE f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. ,:� w F- Q a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) COUNTERTOPS TO WALLS. ALL CABINETS OPEN MELAMINE STANDARD INTERIORS WITH DRAWERS,U.N.O. g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. 0 (n ?: z 2. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION AND PROVIDE PERFORATED WHITE UPPERS AT 15"D X 30"H -ATTACH TO WALL WITH FRENCH CLEAT. BASES AT 24"D X 36'H AT COUNTER AND W rr Q U) SCRIM(FS-25)OVER THE INSULATION AT SERVER/SERVER WORK ROOMS. b. TILES-ARMSTRONG FISSURED ITEM#705,24x 24 x 5/8"W/ANGLED TEGULAR EDGE 15.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. COUNTERTOP. P-LAM AT TOE/BASE. ALL SHELVES ADJ.HOLES AND POST(1 AT BASE,1 AT UPPERS). W Ir 0 3. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDON ED MECHANICAL UNITS. C. ACCESSORIES-MAN UFACTU RERS'STANDARD 14.WORK COUNTER TOPS-COUNTER TOPS WITH P-LAM ON PARTICLEBOARD DECKING. SCRIBE COUNTERTOPS 16.DIFFUSERS: U U ()) cr 4. AT ALL UN-USED EXISTING ROOF PENETRATIONS REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE TO WALLS. PROVIDE GROMMET HOLES ABOVE ALL POWER AND DATA LOCATIONS. PROVIDE STEEL MID SPAN a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN Q� N CONDITION SO THAT CEILING TILES LAY FLAT. SUPPORTS AS NEEDED EQUAL TO WORK STATION BRACKETS AS MFG.BY A&M HARDWARE,INC TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. a ® Q (00 - - 08 10 00 DOORS AND WINDOWS (8886470200). Do 0- r d 7. AT CEILINGS OVER 144 SF PROVIDE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. b. GYP.BD.CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE-DESIGN 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE 8. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWOEDGES SHALL BE 15.RESTROOMS LAVATORIES(WHERE APPLICABLE)-24"D P-LAM TOP ON PLYWOOD DECKING WITH 4"H P-LAM TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 12"EGG CRATE DESIGN TITUS 50F. 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWINGTHOSE TWO SIDES ALLOWED TO FLOAT. BACK SPLASH. 5"H FACE MOUNT AT 34' A.F.F. P-LAM WAINSCOT 48"H. SEE PLANS IF REQUIRED. C. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT/OR NEAR CLOSEST REVISION a. BAXTER AND FLAMING. (503)225-0486 9. PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO 16.CLOSET(WHERE APPLICABLE)-SHELF,MELAMINE 18"D WITH CHROME COAT ROD-KV#770-1,KV#734 WYE BRANCH. b. D&D DOOR (503)205-5533 NO MORE THAN 2500 S.F. FLANGES AT EACH END AND KV1195 SUPPORTS AT 24"O.C.(OR APPROVED). d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT 10.PROVIDE RIGID STRUTS TWELVE FEET ON CENTER EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER 17.JANITOR-F.R.P.WAINSCOT 48"H(SEE PLANS IF REQUIRED). COMPLETION. 1 C. BENSON INDUSTRIES (503)907-2200 EDGE. INSTALL SWAY BRACING EACH STRUT ALONG FIXED EDGE IN ALL FOUR DIRECTIONS d. GRANT SUPPLY (360 887-0647 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD 17.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE 11.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. 1. PROVIDE SPRINKLERS BELOW SUSPENDED CEILING PER CODE. SPRINKLER HEADS SHALL BE CENTERED IN 2 HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB822OU1003 WHERE POSSIBLE. 2. 3. DOOR AND RELITE FRAMES SHALL BE WESTERN INTEGRATED MATERIALS(WIM),ALPHA ALU MINUMX 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD CEILING APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 -7 DAY PRODUCTS,INC.(AAP),TIMELY II,OR APPROVED. SUBMITTAL REQUIRED PRIOR TO ORDERING MATERIAL.NEW 12.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNTATADA HEIGHT(MAY 3. FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 13.BENT OR DAMAGED T-BARS TO BE REPLACED. AREAS(GYPSUM BOARDIPLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. REQUIRE CHANGING HEIGHT AT"REPLACEMENT'LOCATIONS). CONTRACTOR SHALL PROGRAM 4. EXTERIOR DOORS AND FRAMES HOLLOW METAL. FRAMES OF ONE-PIECE WELDED CONSTRUCTION, 14.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES 4"EXPANSION SLEEVE 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. THERMOSTATS AND BALANCE SYSTEM. 4. NO"OOPS RINGS ALLOWED". 18.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. 14-GA.GALV.SHEET STEEL. DOORS, SDI-100,GRADE II,SEAMLESS EDGES,16 GA.GALV.SHEET STEEL. ACCEPTABLE. FABRICATE DOORS AND FRAMES WITH HARDWARE REINFORCING WELDED IN PLACE, 3. PROVIDE AUTOMATIC FIRE SPRINKLER FLOW INDICATOR SIEMENS CU-MHU-MCS-W OR EQUAL.SEE PLAN FOR 19.WAREHOUSE HEAT: 5. 09 65 19 RESILIENT FLOORING -VINYL COMPOSITION TILE LOCATIONS. 5. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, 0EXTEND FINISH FLOORING UNDER CASEWORKa. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. . 22 00 00 PLUMBING ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. 6. 6. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 2. INSTALL TILES IN QUARTER TURN PATTERN. GENERAL REQUIREMENTS 20.EXHAUST FANS: 7. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 09 91 23 PAINTING 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT 7 8. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. INTERIOR: OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. 8, 9. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR 1. WALLS: 2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL(1)MASTER SHUT OFF VALVE FOR EACH SET OF COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS,100 CFM WITH A RESTROOMS. LOCATE VALVE BEHIND HANDICAP TOILET IN MEN'S RESTROOM. SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH a. PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD"SUPER SEAL"PRIMER. R' ILLES 62000R b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH M3. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. DRAWN BY: SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS INSULATED. PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 4480 WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S S/G LATEX ENAMEL. c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE mWh SAMPLE. 2. DOORS AND FRAMES: 4. WATER HEATER(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V. PROVIDE HUB DRAIN AT ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, LOCATION, 1 10.ALL INTERIOR GLAZING SHALL BE TEMPERED. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL. 5. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER CONTROLS AS REQUIRED BY DESIGN.COOKACE-D SERIES OR EQUAL. DATE. 1 0/01/i 5 11.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH - FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEETTHE ABOVE MINIMUM REQUIREMENTS- CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8"LENGTH ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL. AVAILABILITY,(503)236-4148. INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,WILL REQUIRE THE USE PERM IT/BID SET WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. OF A ROOFTOP MOUNTED FAN. c. NEW WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH 6. FLOOR DRAINS SHALL BE INSTALLED IN TOILET ROOMS CONTAINING TWO(2)OR MORE WATER CLOSETS OR 2 21.HVAC TESTING. 12.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP PAINTER'S PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX OR MORE WATER CLOSETS AND URINALS IN COMBINATION. THE FLOOR SHALL SLOPE TOWARD THE FLOOR FINISH FOR AS NEW LOOK, CAULK,AND FINISH WITH SATIN OIL ENAMEL. DRAIN. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, 13.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK d. EXISTING WOOD-PREP,REPAIR IMPERFECTIONS,PRIME AS REQUIRED,AND REPAINT WITH SATIN OIL 7. FLOOR DRAINS TO BE INSTALLED WITH PRIMER VALVE WITH ISOLATION VALVE. NO ATMOSPHERIC PRIMERS. EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH 14.GLAZED ENAMEL. IF FINISH IS NOT PAINTED,TOUCH UP STAIN,SEAL AS REQUIRED,AND RE-VARNISH WITH SATIN DRAINS TO BE PRIMED FROM TOILET FIXTURES UNLESS APPROVED BY OWNER. PROVIDE A MIN.OF 12" APPROVED PLANS AND SPECIFICATIONS. EXISTING STOREFRONT);HIGH-LIFTOPERATING OVERHEAD DOORS;WAYNE DALTON BROWN ANODIZED ALUMINUM 6063-T6 MATCH VARNISH. ACCESS DOORSEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN NSTYLE YLE(MATCH EXISTING)WITH TRACKAND H HARDWARE OF . b. HOT-DIP GALVANIZED STEEL.OPERATION;CHAIN HOIST. 3. CEILINGS: PLUMBING-REST ROOM FIXTURES ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. 15.TUNE UP RELOCATED OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. C. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED ANDFILED WITH PACTRUST. IIIIIIIIIIIIIIIIIIIIIIIIIIII a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480. 2. COUNTERTOP LAVATORY KOHLER K-2196-4 OR AMERICAN STANDARD RONDALYN b. NEW GYP BOARD /PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE 22.PROJECT CLOSE OUT DOCUMENTS REQUIRED: b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. 3. LAVATORY FAUCET-DELTA 501 DST WITH MILLER'S 6200 OR 4480. a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. C. REPLACE BENT TRACKS AND PANEL SECTIONS. 4. TOILET-TANK TYPETOTOCST744SLASINDICATEDONPLAN. #3082 MARTIN W. HANSON U4 C CKA AS. 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DISPOSE OF. REPLACE WITH NEW LED FIXTURE AS SPECIFIED. 6 \ I 3 I �5 REMOVE PORTION WALL FOR NEW DOORS 7 I 1 AND STOREFRONT) NOTE-PRIOR TO WALL DEMOLITION SAFE 'JJ � � © REMOVE EXISTING PLUMBING OFF ALL ELECTRICAL. 8• FIXTURES AND CAP IN WALL OR BELOW NOTE- SKIM PATCH BASE OF WALL AS NECESSARY FLOOR. DRAWN BY: REMOVE FILM FROM GLASS. FOR NEW BASE INSTALL. mWh I I (a:)DEMOLITION PLAN DATE: 10/01/15 SCALE 1/8"8" = V-0° T PERMIT/BID SET JJ J A-3 #3082 MARTIN W. HANSON trja4 C CKA AS, OREGON RS 12 3 4 5 6 7 8 9 ��.� � OF 0 9'-6 3/4° 6'-0" 9-6 3/4" T-2 1/4° PROJECT. #15680 OL 101 W a � 20 O O8 1046 O 15 U ❑�7p U 16 I I COATS 15 cp a1 LP 0000 102 102 � cP LP LP woc 104A � I O [ T_ ] 14 [ ] [ � ] Q ALIGN--/-'/ _ BY 0000 Z 0 Alco ENTRY 'I c LOo [ Tom_ ] BOR O�JM [ _ ] O 158 `.� 158 I I I RECEP. ,I I I \ \ / / I I 1 p 14 ) C) 103 15 �_ I I 0000 0 0000 Z CIRC. WELLNESS (PH-2) i I [ _ ] [ ] 14 [ _ ] Q a N 16 �� 161 i II g! � = Q r 159 I 0� O� coo h T T T �}�. L--�__J I O W V OFF. 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IF_____71�5 I 1s NETWORK WORK I 124A I 118A a� O �� °° ui o O I I 18 m 1 1 1 I Q 5 1 1 4 WORK/COPY/MAIL 1 s I 128 I J NETWORK L' I 1 g cr rr 14'-111/4" I I 133 O �v 1 i o o �0 151 i CIRC. 0 17 11 126 �= W M I - L 135 slnn. i i i i 15 I 117 116 J 12 i 148 149 = D I 1298 v I I ' ' O O N 15 n ; L- ----T----------1 1 1 LUNCH I 1 ♦ Z I Lij dbv fiv OFF.;--; N n O�f; ; 7 SERVER 7� — I 124 45/66 CIRC. I o I I II I ♦qp I I Q 1 148 1 i 2 r O 1149 i i 134 129 CIRC. IL--_---J 0 I 1 I 45/66 STOR. Q Q 1 O T O C o L------T -J I I 15 STOR. 12 127 i i r 119 a 5 __J 529 OFF. L7- 4 23 I OL p ►I } 147 134 129A sDT u� 125 i 23 119 19 O 1 O 5 O� OO � � ir OFF. --i IRC. ; W W T WW Z 17 03- 1 W W 147 i O 145 T-5" 3'-6° T-0" 10'-3" CIRC. 18'-8" 0 125 L 21 120 JAN a _ L------ -� 26 ALIGN---\ I 136 a �� _ O 120 U Z AAA I I ♦ I I o O 13 rD - 13 - - - - - � OQN 164 LP Por --------_j --- -------- -------- 3 127 19 7 1 W m N 22 r r M ; OFF. OFF. ; ; OFF. OFF. ; 0 19 SHO ER � Z ' O 121 1 164 I 139 140 1 i 142 143--J i �i 22'-71/4" 1246 21'-1 3/4' 6-10" of 121 �I �' a O L---- CONF1I N 27 r , I �Nj. L----1 ►; m- uj 146 ` ^ S� ------ L------ 1141 1 ------� L_-----J O �woc cs 122 � I--�-� Ow cn Z I r 39 140 141 L J 143 13 20 BIKE zo W rr aC o ' 27 W O O 142 O 19 1186 19 122 u 0 F- N 1 146 165 2 2 2 2 2 OV1 O O O � � � d LP POT / \1 p/ 4'-91/2' 12-71/4" 1s5 1, O CONSTRUCTION NOTES: I I REVISION 4'-4 3/4" 10'-0" 10'-0' 10'-0' 10'-0' -- --- ----- O EXTEND WALL TO 6'ABOVE HIGHEST ADJACENT CEILING. 12 PROVIDE COOLING FOR 22,000 BTU HEAT LOAD- 22 TENANT FLAT SCREEN MONITOR/TV-PROVIDE BLOCKING 2O 5'W.x 5'-2'T.RELITE ALTERNATE TO PROVIDE BACK-UP COOLING IN WALL AND RECESS MOUNT OUTLET BOX(LOW/LINE 1 9 3 3'�'W.x 5'-2'T.RELITE 13 REPLACE ANY DAMAGED PANELS OR PANELS WITH VOLTAGE). 2. � I I � I I ,�� 4 3 EQ.4'-6'W.x 5'-2'T.REUTES EMPLOY E ENTRY jl ,, �� I I �� II ,, HOLES WITH NEW PLYWOOD PANELING-PAINT. 23 PROVIDE RECESS PLUMBING BOX FOR 1/4"WATER LINE 1 -�------=J( 5 4'-9'W.x 5'-2'T.REUTES 3. / [14-4] II �� II �� I I �� O 14 FURNITUREIEQUIPMENT BY TENANT EACH REFRIGERATOR. / \ Q _ _ �� O 2 EQ.4'-9'W.x 5'-6'T.RELITES 16 \ I I �� ,, I I �� ,� I t �� 15 CABINETRY-REFER TO SHEET A-9 24 TENANT AV EQUIPMENT RACKS W/CABINET STYLE DOORS 4. I /- I \ /- \ 7 10'W.x 6 T.STOREFRONT GLAZING-MATCH EXISTING �' O �� 1� O 16 CLEAN AND TUNE-UP EXISTING METAL SOFFIT PANELS. BOARD ROOM SIDE AND OPEN BACK ACCESS AV CLOSET 5. IL_J L_1L_J L_1L_J 8 25'L.x9'T.STOREFRONTGLAZINGANDPAIROFDOORS \\ OPEN OF 22 17 FULL HEIGHT SECURITY WALL-SEE DETAIL 5/A-8. SIDE-VERIFY ROUGH OPENING SIZE. O CENTERED W/4 EQ.FULL HEIGHT SIDELITES O 6- \ II 18 FULL HEIGHT SECURITY WALL-SEE DETAIL 6/A-0. 25 CUT PILE CARPET ON DAIS PLATFORM. _ _ 137 I W O9 PROVIDE STEEL PIPE HANDRAILS AT EXISTING CONC.STAIRS O 7. 144 O O i , r T O 19 ELECTRONIC LOCK/CARD READER THIS DOOR-ACCESS 26 FURR WALL FLUSH. PROVIDE STEEL GUARDRAIL W/10'PAIR GATES SECURED TOGETHER WITH SLIDING CANE BOLT-42'TALL CONTROL SYSTEM BY TENANT. 27 POWDER COAT EXISTING ELECTRICAL PANEL 8. OI I i I 11 PROVIDE SUB PANEL SERVER ROOM(208V/100A CIRCUIT 20 INFILL EXISTING EXTERIOR WALL TO MATCH EXISTING. COVER/DOORS TO MATCH ADJACENT WALL COLOR. > �i _�( ) ��--.. -moi I \ 16 CIO OFF. ,, �� , FOR THE UPS AND UP TO 4X 208/30A CIRCUITS 21 PROVIDE NEW FULLY GLAZED ALUMINUM OVERHEAD 28 OVERHEAD DOOR RELOCATED FROM LUNCH 124. DRAWN BY: II II -AUXILIARY POWER DISTRIBUTION DOOR IN EXISTING OPENING. MW h N IW L_JL_J L- u 1 PARTITION AND POWER PLAN DATE: 10/01/15 137 A-4 SCALE 1/8" = 1'-0" PERMIT/BID SET NOTE: FINAL ELECTRICAL LAYOUT/ A-8 LOCATIONS PENDING TENANT FURNITURE PLAN FINISH SCHEDULE DOOR SCHEDULE #3082 WALLS � RM# NAME FLOOR BASE CEILING CLG. REMARKS RM# DOOR DATA FRAME DATA HARDWARE MARTIN W. HANSON NORTH EAST SOUTH WEST HT. Fre Rating Remarks Mark Mark Door Size Thk Core Veneer Finish Hand Type Frame Depth Hardware Manufacturer Finish Function 101 LOBBY LP/CP/WOC 4" RF (E) GWB/P WW (E) GWB/P PGWB PGWB (E) SAT WBC/P 8'-10" -- 101 -- Ln C CKA AS, OREGON 102 COATS LP 4° RF (E) GWB/P PGWB (E/N) GWB/P (E) GWB/P (E) SAT 8'-10" 102 101 PR 3'-0"x T-(Y 1 1/2' - ALUM/GLASS -- NA • - 51/4' PUSH/PULL/CLOSER/DEADBOLT SCHLAGE BLDG.STD. BLDG.STD. 1. 101 -- �*O 103 RECEP. LP 4" RF PGWB -- PGWB (E) GWB/P (E)SAT 8'-10' -- 103 102 3-0"x 9-0' 1 314' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S 5. 102 T WB 1 ■ __ 4 104A PR 3'-O°x 9'-0' 1 314' SC QRTRD AFRICAN MAHOGONY PAC-AMBER NA • ALPHA 71/4' CLOSER/PUSH-PULL SCHLAGE #626 BRUSHED CHROME AL1 OS - 104A OF O 4 F WB WW WB WW W G S , .. _ . , „ _r 1 BOARD ROOM LP CP R G G G /P .,,.:� .. ..._ � ,,, _-: : , >, , . (� (� 1048., ,. .;1 :. ........ : . :. � . � _. �, � :, >�> , �,.. 5 a ,_.. PU .U S BO T. SCHLAG 3`-0 XT-O' 1_ .._ ALUMIIGLASS , ._ ... .�,��. ., - .� .. ..Left.. x�,r,� ., .�.. �. ._^��_ , , SHIP 0 105 AV VCT 4 RC GWB/P E/N GWB/P PGWB PGWB SAT 9-0 - 105 ,, .. 2_ -_. _. ,_ w. s.,�� „_,,. x. ..:..s_ . ^ .. ��. ..�,_�_�.,. ._.,: .. ..., ,_.::. , . _.,,. 106 STOR. LP 4" RF PGWB PGWB (E) GWB/P (E/N) GWB/P (E)SAT 8'-1 On -- 106 1040 3-0"x 91-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 47/88 LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 104C PROJECT #15680 107 CIRC. LP 4" RF (E/N) GWB/P (E/N) GWB/P (E/N) GWB/P (E/N) GWB/P (E) SAT 8'-10" -- 107 105 3'-0'x 9-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER/LOCK SCHLAGE #626 BRUSHED CHROME AL80PD -- 105 108 CONF. LP 4" RF PGWB PGWB PGWB PGWB (E)WBC/P 81-10" -- 108 106 PR 3-0"x 9-9 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER NA • ALPHA 6' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 106 109 CONF. LP 4" RF PGWB PGWB PGWB PGWB (E/N)SAT 81-10' -- 109 107 3'-O'x 9'-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME D80PDEU 1.,5. 107 0 110 SM. CONF. LP 4' RF PGWB PGWB PGWB PGWB (E/N) SAT 81-10' -- 110 108 31-0'x 9-0' 1 314' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS 2. 108 w 111 OPEN OFFICE LP 4" RF (E/N) GWB/P PGWB PGWB PGWB (E/N)SAT 8'-10" -- 111 109 3'-O'x 9'-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S 2. 109 112 OFF. LP 4' RF PGWB PGWB PGWB PGWB (E/N) SAT 81-10' -- 112 110 3-0'x 9-0' 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 47/85 LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S 5. 110 - 113 ALCOVE LP 4" RF PGWB PGWB PGWB PGWB (E/N) SAT 81-100 -- 113 111 3-0'x 9-0' 13/41 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER/LOCK/CLOSER SCHLAGE #626 BRUSHED CHROME D80PDEU 1. 111 114 OFF. LP 4" RF PGWB PGWB PGWB PGWB (N) SAT 81-10° 114 112 3'-0°x 9-0' 1 314' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 112 U 115 OFF. LP 4" RF PGWB PGWB PGWB PGWB (N) SAT 81-10' -- 115 114 3-0'x 9'-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 114 Ir 116 M LP(E) POT (E) POT (E7 GWB/P (E) GWB/P (E) GWB/P POTW (E) GWB/P POTW (E)WBC/P 8'-10' 116 115 31-0'x 94' 1 314° SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 47181 LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 115 117 W LP/(E) POT (E) POT (E) GWB/P (E)GWB/P POTW (E) GWB/P POTW (E) GWB/P (E)WBC/P 8'-10' -- 117 116 3-0'x 91-0' 13/41 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 3/4' LEVER/CLOSER SCHLAGE #626 BRUSHED CHROME AL10S -- 116 - O 118 CIRC. VCT 4" RC PGWB (E/N)GWB/P (E) GWB/P (EM) GWB/P (E/N) SAT 8'-10" -- 118 117 3'-0'x 9'-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 3/4' LEVER/CLOSER SCHLAGE #626 BRUSHED CHROME AL10S -- 117 Z c0 119 STOR. VCT 4' RC GWB PGWB PGWB PGWB N AT 8'-10° -- 119 118A 3'-0"x 9'-0' 13/4' SC QRTRD AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME D80PDEU 1.,5. 118A (� ,... -q' .. ... _ <.. __..,- .. .._ ., ":.t.� .,., .kw.,'...... i .t.z! -�E. ..-F .:",'...c 1 .:: _., ..,rs-._ <.. a4'•,. . . . n 1 10 n ,118B.. :3'-0=x7-0' 1..:1 .:NM... .METAL... _ ., .. _. _ . PAI _ ,-. Left ., •., ,...,HM,. ...._. 4 4.._ ..._ LOSE_ R.. .._,,-...,......SCHLAGE:..r.,.^_..#626.BRUSHEDCHROME..ND80 .. .. ! ....,r..i _.5. F......,5•........+ n....rl r.Jtl. 3....:.:e. .. _., .1._..... a „E,a.r- :.... .,_f t A ..�.. 120 JAN VCT 4 RC PGWB PGWB PGWB FRPW PGWB FRPW (N) SAT 8 120 121 SHOWER SV 4" RC PGWB PGWB PGWB PGWB WBC/P 81-10' -- 121 119 3'-0"x 91-0' 13/41 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 6' LEVER LATCH SCHLAGE #626 BRUSHED CHROME D80PDEU 1. 119 120 31-0'x 91-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 6' LEVER LATCH SCHLAGE #626 BRUSHED CHROME D80PD -- 120 z 122 BIKE (E) CS 4' RF PGWB PGWB (E) GWB/P PGWB (N) SAT 8'-10" -- 122 Q d d- 123 CIRC. LP 4" RF PGWB PGWB PGWB PGWB (N) SAT 8'-10' -- 123 121 3-0'x 9-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 6' LEVER/LOCK/CLOSER SCHLAGE #626 BRUSHED CHROME AL40S -- 121 LV 124 LUNCH VCT 4" RC PGWB PGWB PGWB PGWB ' -- 122 31-0'x 91-0' 13/4' SC QRTRD,AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 6" LEVER/LOCK/CLOSER SCHLAGE #626 BRUSHED CHROME D80PDEU 122 = Q r (N) SAT 8-10 124 00 tf) 125 529 OFF. LP 4° RF PGWB PGWB PGWB PGWB SAT 8'-10° -- 125 124A 3'-O'x 9'-0' 1 3/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 718' LEVER LATCH SCHLAGE #626 BRUSHED CHROM AL10S 5 124A O Lo _. .._ _ (M t .. ,.. w co .,a.. n .., ...:. ,. .,. . •.:: '. .::..._ _..._.,a L. �... ...,.,: �,+- n fY __ -_. .. :, -, _ ..._ ...;.. r .: ..S' .. .x rtF.. �>.. k . - -0 � _{r lFt ry - :- ;. .. .: -.. . .. C53- n n _ .. ... : - ..+.e,;, .. 1 :. >">M « , , :t _ -.., .'., .._ ,-.�... P E 1L `L.. V y�24E, 3-0'x7'-0 . 1.,1/2'_ HM : METAL,. ., P NT, •. . : HKA 4y314., .s:LEVER/LOCK/CLOSER._ ....... SCHLAGE, ._ . <#626_BRUSHED.CHROIVIE NE�80. U 3 , _ (O 126 NETWORK LP 4 RF PGWB PGWB PGWB (N) SAT 81-1 0 126 125 3-0 x9'-0' 1 3/4 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER� � � _ ��.. �.�...,. � _. � .,<.; .. w,.�, ._,,: : ,.. . ,,:,, r..�, ,s, . O i 127 CIRC, LP 4" RF -- PGWB -- PGWB N SAT 81-10' -- 127 Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS 2. 125 - d O wcm ° 1 n _ .- ,�. HMS v 4: 4 , L ER; FiLAuE, r . , BRUSHED CHROME. ND$OPDE 4, : _ 12 3'-0 xT-0' 1 1 HM:. METAL ,y, PAI ,. - -... .:... .. 1•-- ..- ....... F R'S ,. ., ..,. .'t'h'�.4�.� 'Y t. o.a. ... , .�.. $ •+v.Y v. � r ....:.,,. W.. ... _.....�Fr�n'.�.1 - 128 NETWORK WORK SDT 4 RC PGWB PGWB PGWB PGWB (N) SAT 11 0 128 .,.. _ , _ .__ ., „_, �., . .,t_ :. .ff . Y3.,,,_... ,.., ,..�: __, �,:.,��_ .�� ...:, ...., .. ..,, , . . :.,, _.. .- _..,._. , .:_,._ __.... „ ..... . .. ,.:,_, ut::,.., _.��,,. . ..,, ,�� fi � - Z O(O 129B 3'-0'x 9'-0' 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 7 314° LEVER LATCH SCHLAGE #626 BRUSHED CHROME D80PDEU -- 129B 129 SERVER SDT 4' RC PGWB PGWB PGWB PGWB (N) SAT 11'-O" -- 129 C7�,r� 130 CS/FILES VCT 4" RC PGWB PGWB PGWB PGWB (N) SAT 81-10" -- 130 130 3'-0'x 9-0' 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME D80PDEU 1. 130 Q LO '00 L0 if) 131 SH. OFF. LP 40 RF PGWB PGWB PGWB PGWB (N) SAT 8'-10" -- 131 131 3'-0'x 9'-0' 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S 2. 131 c� 132 SH. OFF. LP 4° RF (E/N) GWB/P PGWB PGWB PGWB (E/N)SAT 8'-10' -- 132 132 3'-O°x 9'-0' 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 47/81 LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S 2. 132 Lo d LL 133 WORK/COPY/MAIL VCT 4" RC PGWB PGWB PGWB PGWB (E/N)SAT 8'-10' -- 133 134 3'-O'x 9-9 13/41 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 134 134 STOR. VCT 4" RF PGWB PGWB PGWB PGWB (N) SAT 8'-10" -- 134 137 3'-0'x 71-0' 1 1/2" - ALUM/GLASS -- Right • - 5' PUSH/PULL/CLOSER/DEADBOLT - -- 4. 137 135 CIRC. LP 4" RIF -- PGWB -- PGBW SAT 91-0" -- 135 138 31-0'x 9-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 718' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S 2 138 ._.. � .....:. ......... ,.,... .-...:M.n g ....max ,:.i : ��'.r - � _.. ._ .. : .... : <,. S.v'� ' _ ,:_ - •,-.._ ..... - _ ::.� � --`�w� ,sir, ,�,"; 1- 4.. . RTRD.AFRI AN-MAH PA RI • ALPIA..47 :.... LAT HLA E BRUSH CHROME AL1.OS 1.3 , .1.39. 3-0...x.9'-0' �, ,. . .3/ C-A(1ABER ,. �, LEVER.. CN_. .,.,: . .. SC G ,. #626 US, .__ �n.,>. . _ ^. . 136 CIRC. LP 4 RF PGWB PGWB (E/N) SAT 8'-1 0 136 .,- .a _ .._. . .... -.��... r -,..:,. ....,. . }"' 137 OPEN OFF. LP 4" RF PGWB (E/N)GWB/P (E/N) GWB/P WW (E/N) GWB/P (E/N) SAT 81-100 -- 137 140 3-0"x 9'-0' 13141 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 140 138 CIO OFF. LP 4" RF PGWB PGWB (E) GWB/P WW PGWB (E) SAT 81-1 On -- 138 141 3'-0'x 9-0' 1 314" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 141 139 OFF. LP 4" RF PGWB PGWB PGWB PGWB (N) SAT 8'-10' -- 139 142 3-0'x 9-0' 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 142 140 OFF. LP 4" RF PGWB PGWB PGWB PGWB (N) SAT 81-10n -- 140 143 3-0'x 9'-0' 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 47/89 LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 143 141 CONF. LP 4' RF PGWB PGWB PGWB PGWB (N) SAT 8'-10° -- 141 144 PR 3-0'x 71-0' 1 112" - ALUM/GLASS -- NA • - 5' PUSH/PULL/CLOSER/DEADBOLT SCHLAGE BLDG.STD. ND80PDEU 1. 144 EL 142 OFF. LP 4" RF PGWB PGWB PGWB PGWB N SAT 8'-10' -- 142 146 3-0"x 9'-0' 13141 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S 2. 146 O ... , ... ... 1. ..>, ,,.., RTRD.-AFRICAN.MAHOGONY .PA AMBER.....,I _,�. �• ,,.- _. : 4.7 x _,.., LEVER LATH �, .. HLA E ,. 2 .BRUSHED CHR ME.,AL10S_, v 4 to 47.. .: .3'-0..x9',0' ., _ . 4... SC_ Q. C- R ht ALQHA .._ �.�, C _._,.. SC G #6 6 0 . . . .._.- .., : . .�. ,..-_....�. 143 OFF. LP 4 RF PGWB PGWB PGWB PGWB (N) SAT 8-10 -- 143 .._ ... � .. .. _ .,.. . . ... _ , _.., .:, , _,._ _,. k..�._� .....•.. ._ , .,,_.,, _ .,_.aa• ,t�.,.z..p _ _ .. _. ._ . . _ _ _ _ . .._ 144 EMPLOYEE ENTRY LPM/OC 4" RF (E)GWB/P PGWB PGWB (E/N) GWB/P WW (E)SAT 81-10" -- 144 148 31-0'x 91-0' 1 314° SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4718' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 148 m IL 145 CIRC. LP 4" RF PGWB PGWB (E) GWB/P PGWB 0 -- 149 31-0"x 9'-0' 13/41 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 718' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 149 (E) SAT 8 10 145 146 CONF. LP 4" RF PGWB PGWB PGWB (E/N) GWB/P WW (E)SAT 81-10" -- 146 151 31-0"x R-0' 13/4" SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 151 Q 147 OFF. LP 4n RF PGWB PGWB PGWB (E/N) GWB/P WW (E)SAT 81-100 -- 147 152 3'-0'x 9'-0' 13/4- SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 152 W off 148 OFF. LP 4" RF PGWB PGWB PGWB (E/N) GWB/P WW (E) SAT 8'-10" -- 148 153 3'-O'x 9'-0" 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 153 Y� z 149 OFF. LP 4" RF PGWB PGWB PGWB PGWB (E)SAT 8'-100 -- 149 154 31-0"x 9'-0' 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 154 150 OPEN OFF. LP 4" RF PGWB PGWB PGWB (E/N) GWB/P WW (EM)SAT 8'-10" 150 155 31-0"x R-0' 1 314' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH ISCHLAGE #626 BRUSHED CHROME AL10S -- 155 E 151 OFF. LP 4" RF PGWB PGWB PGWB PGWB (E) SAT 8'-10" - 151 156 3-0"x 9-0' 1 314' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL1 OS 2. 156 152 OFF. LP 4" RF PGWB PGWB PGWB PGWB (E) SAT 8'-10" -- 152 157 3-0'x 9-O' 1 3/4° SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER LATCH SCHLAGE #626 BRUSHED CHROME AL10S -- 157 m 153 OFF. LP 4" RF PGWB PGWB PGWB PGWB (N) SAT 81-1 On -- 153 158 PR 3'-O'x T-0' 1 112' - ALUM/GLASS -- NA • - 5" PUSH/PULL/CLOSER/DEADBOLT SCHLAGE BLDG.STD. ND80PDEU 1. 158 154 OFF. LP 4" RF PGWB PGWB PGWB PGWB (N) SAT 81-1 On -- 154 161 31-0"x 9-0' 1 3/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER/LOCK SCHLAGE #626 BRUSHED CHROME AL40S 161 ,�2� �#,, 1 _..._. x .. ,.. , 1,. 4,.,: D.,AFRICAN:MAH NY P , . �, , ,.�. _>.� .�: .. :, ., .AL10S._. , : 1.62,.. -- ,fi?.� .3-0,.. 9'-0' ,, 3/ SC .,,QRTR , .OGO _, .AC-AMBER.:. Le#t>:� . �•, ALPHA, 47 ... LEVER:LATCH 155 OFF. LP 4 RF PGWB WB PGWB PGWB (N) SAT 81-100 155 . . /8' t , SCHLAGE ..; .#626�BRUSHED G-IROME,, . L.. 163 3'-O°x 9'-0' 1 314' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right ht� • ALPHA 4 7/8' LEVER LATCH K,;.., SCHLAGE #62,,- Q 156 PH-1 LP 4" RF (E/N) GWB/P WW PGWB PGWB (� GWB/P WW (N) SAT 8'-10" -- 156 9 6 BRUSHED CHROME AL10S -- 163 157 OFF. LP 4" RF (E/N) GWB/P WW PGWB PGWB (E) GWB/P WW (N) SAT 8'-10" -- 157 164 3'-O°x 9'-O' 13/41 SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 4 7/8' LEVER/CLOSER SCHLAGE #626 BRUSHED CHROME D10S -- 164 Lu 158 Al ENTRY LP/WOC 4" RF (E) GWB/P -- PGWB (E' GWB/P WW (N) SAT 8'-10" -- 158 1155 3-0'x 9'-0' 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Right • ALPHA 4 7/8' LEVER/CLOSER SCHLAGE #626 BRUSHED CHROME D10S -- 165 159 CIRC. LP 4" RF (E) GWB/P PGWB PGWB -- (N) SAT 8'-1 On -- 159 166A 3'-O"x 9-V 13/4' SC QRTRD.AFRICAN MAHOGONY PAC-AMBER Left • ALPHA 71/4n LEVER LATCH SCHLAGE #626 BRUSHED CHROME D80PD -- 166A 160 WORK AREA LP 4" RF PGWB (E/M GWB/P -- PGWB (E/N) SAT 91-00 -- 160 1166B 13-0"x 71-0' 111/2" 1 HM I METAL PAINT Left 1 • 1 HM 4 3/4' 1 LEVER/LOCK/CLOSER SCHLAGE #626 BRUSHED CHROME I ND80PD 13. 1666 161 WELLNESS(PH-2) LP 4" RF (E) GWB/P PGWB (E/N)GWB/P PGWB (N) SAT 8'-100 161 162 M (E) CT 4" POT (E) GWB/P (E) GWB/P CTW (E) GWB/P CTW (EO GWB/P (E)WBC/P 8'-100 -- 162 163 W (E) CT (E) POT (E7 GWB/P CTW (E) GWB/P CTW (E) GWB/P (E) GWB/P (E)WBC/P 8'-10" -- 163 164 M LP/(E) POT (E) POT (E) GWB/P POTW (E) GWB/P (E) GWB/P POTW (E)GWB/P (E)WBC/P 8'-10" -- 164 REMARKS: 165 W LP/(E) POT (E) POT (E) GWB/P POTW (E) GWB/P POTW (E)GWB/P (E) GWB/P (E)WBC/P 8'-10" -- 165 166 EXPANSION -- -- -- -- -- -- -- 1T-O" -- 166 } EXISTING DOOR TO REMAIN AS-IS. TUNE-UP OPERATION AND TOUCH UP FINISH TO 0 .' "AS-NEW"CONDITION. PROVIDE HARDWARE CHANGES AS NOTED IN REMARKS. Q 1. PROVIDE ELECTRIC LOCK OR MAG HOLDER THIS DOOR. ACCESS CONTROL BY Cc TENANT. } 2. DOOR/FRAME WITH INTEGRAL SIDELITE. 3. TRANSOM WINDOW OVER. U) Ir FINISH MATERIALS (GRAY) ABBREVIATIONS 4. SECURE THIS DOOR CLOSED. W W ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. CP CUT PILE CARPET 5. SLOT RELITE THIS DOOR(FROM SALVAGE DOOR STOCK). F- E(E) EXISTING 6. USE DOOR LEAF FROM SHELL DEMO ADJACENT. Z ' CARPET CUT PILE: ETR EXTEND TO ROOF, EXISTING TO REMAIN W CP PATCRAFT 10202-WINDSWEPT ENCORE-30, 00583 FLINT, DIRECT GLUE FRP FIBER-REINFORCED PLASTIC z Z GT GROUT O N CARPET LOOP PILE: HM HOLLOW METAL 0LLJ In CV LP PATCRAFT 10148-HEADLINES II, 48501 TITANIC FOUND, DIRECT GLUE LP LOOP PILE CARPET CONSTRUCTION LEGEND z N (N) NEW (D LU WALK-OFF CARPET PGWB PAINTED GYPSUM WALL BOARD a Ir EXISTING TO REMAIN NOTE-REFER TO DETAIL 14/A-8 FOR TYPICAL MOUNTING HEIGHTS. D Q_ WOC MATSINC PROTECT-IN, CHARCOAL PL-# PLASTIC LAMINATE In 0_ 0 POT PORCELAIN TILE a EXISTING TO BE REMOVED Lij Q VINYL COMPOSITION TILE POTW PORCELAIN TILE WAINSCOT ® a s NEW STANDARD WALL O z VCT ARMSTRONG STANDARD EXCELON 51803 PEARL WHITE, 12"x 12"x 1/8" PTS PAINT RC RUBBER BASE COVEDr77'7777777= -2Y-8 � A-s A-s NEW STANDARD WALL WITH INS. W O STATIC DISSIPATIVE TILE RF RUBBER BASE FLAT U U O SOT FORBO COLOREX SD TILE, SD 150213"SAHARA"24!'x 24"x 0.080" SAT SUSPENDED ACOUSTICAL TILEa� NEW STANDARD DEMISING WALL WITH INS. a O Q cm O Sc SEALED CONCRETE SHEET VINYL SV SHEET VINYL ® As a s NEW FULL HEIGHT SECURITY WALL VCT VINYL COMPOSITION TILE _ A$ NEW LOW WALL W1 TRANSACTION TOP REVISION SV MANNINGTON COMMERCIAL FINE FIELDS, 10328 STONE GRAY,WELDED SEAMS WBC WALL BOARD CEILING --------- WOC WALK OFF CARPET BASE WW WINDOW WALL DUPLEX RECEPTACLE e ELECTRICAL PANEL 1 RF FLEXCO 4"FLAT RUBBER BASE, 038 OUTER BANKS AT ALL CARPET AREAS. RC FLEXCO 4"COVE RUBBER BASE, 038 OUTER BANKS AT ALL HARD SURFACES. =@ FOURPLEX RECEPTACLE @ POWER J-BOX 2. PAINT: °=3Q DEDICATED OUTLET ® FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA PT-1 MILLER 4480 PREMIUM SATIN 0195 MOSSY SHADE, SATIN LATEX. �V EXISTING ELECTRICAL TO REMAIN FER FIRE EXTINGUISHER IN RECESSED CAB. 3• PT-2 MILLER 4480 PREMIUM SATIN 0198 YOUNG COLT, SATIN LATEX (ACCENT COLOR) 4• LAMINATE: FLOOR MONUMENT W/SERVICES SHOWN FEs FIRE EXTINGUISHER-SURFACE MOUNTED 5' PL-1 WILSONART D327-60 PEPPERDUST, AT ALL FACES SPECIAL OUTLET THERMOSTAT PL-2 WILSONART 4674-60 EVENING TIGRIS, COUNTER, B.S. AND SELF-EDGE. 6• PL-3 T.B.D. (MATCH HERMAN MILLER COLOR WHITE TWILL) TEUDATA MUD RING WITH PULLSTRING 7 PLS T.B.D. (MATCH HERMAN MILLER COLOR SANDSTONE) CEILING LEGEND $. CAB PULLS (MATCH DOOR HARDWARE) DOORS, HARDWARE AND FRAMES 2 X 4 FLUOR.T-8 3 TUBE FIXTURE SUPPLY DIFFUSER DOORS (USE FOR PAC AMBER DOOR PACKAGE ONLY) RETURN DUCT PARABOLIC LENS(DZ INDICATES DAYLIGHT ZONE) 14 DRAWN BY: FINISH QUARTER SLICE,AFRICAN MAHOGANY, COLOR PAC AMBER 2 X 4 FLUOR.FIXTURE mwh MFGR PACIFIC ARCHITECTURAL WOOD PRODUCTS,INC. PARABOLIC LENS/STEADY BURN BALLAST ® EXHAUST FAN ADDRESS 714 NE 55TH AVENUE, PORTLAND,OR 97213 2X2 DATE: 10/01/15 CONTACT DICK MARSH PHONE: (503)284-0024 FAX: (503)284-0107 2 x 4 VTL LED LIGHT FIXTURE W/CAT-5 CONTROLS TILE SPRINKLER HEAD PERMIT/BID SET PENDANT MOUNT DIRECT/INDIRECT LIGHT RELOCATED a EXIT SIGN(LED RED) 0 FROM OLD LAB AREA-MOUNT AT 10'AFF. HARDWARE 626 BRUSHED CHROME ll�C HORN/STROBE FIRE ALARM(WALL MOUNT) FRAMES ALPHA, CLEAR ANODIZED ALUMINUM RECESSED LED DOWN LIGHT(TYP.) ( n } HORN/STROBE FIRE ALARM(CEILING MOUNT) CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. STANDARD SWITCH O SMOKE DETECTOR ® OCCUPANCY SWITCH CEILING OCCUPANCY SENSOR f �C #3082 MARTIN W. 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ONLYSAVE TILES IN GOOD 2• -�i- L CONDITION AND APPEARANCE. /-/ F++' -/ D2 REMOVE CEILING GRID THIS AREA ALONG WITH SUSPENSION 3. - F++ WIRES. -' D3 REMOVE TILE&GRID ALONG TRANSITION AREA TO NEAREST . \ 1 FULL TILE AND AS SHOWN. �• G'� \ ••• F++ I I F++ F++i h++i D4 REMOVE EXISTING LIGHTING THIS AREA-SALVAGE FOR RE-USE. 6• F+ti E=1 171 Ij fill D5 REMOVE EXISTING WAREHOUSE UNIT HEATER THIS AREA. 'l. F+ti II F++ F++i F++i j D6 REMOVE EXISTING SKYLIGHT AND CURB-ROOF OVER. � / NOTE: SALVAGE ALL LJGHIING FROM DEMOLJTION WORK 11iAT IS NOT 8. TO BE RE-USED. DRAWN BY: \ F+t F+ti Ft+i REFLECTED CEILING PLAN N mw htti F++1 ++i F++i Ftti t+1 -v SCALE 1/8" = V-011 DATE: 10/01/15 FF Milo Ftti PERMIT/BID SET E , L- %OD #3082 MARTIN W. HANSON CKALIAS, OREGON, 1 2 3 4 5 OF 0� PROJECT #15680 iPw � OL 11 ® '� f- 0 �' - b b C4 � r �5 to mm b b Z O co O lit � U Q ` GRID AREA "B" GRID AREA "A" �� Z C1 A b b = Q Q m O In r C4 ■ � � = X �� a � O Lp ■ C7 F� sm<; . 3j W O �0 N N - r ( U) 0� FLoo — 1 e e LO Lo `: .. Ed C2 C2 d E 0 0 =x a a a -- -- — r� ® ® ® ® ® TD S b a c di m rs \ DU J r' c� a a a a 8 d ' IMF 0 — ' I Lo E ! Ht III I ` - l {► { If - z r lons , I C3 .. .. -.�y{} ,-(yam � T. E C1 m n. : s , r I � 1 171 r" { I } nr CEILING CONSTRUCTION NOTES: W {I NEW CEILING GRID,TILE&LJTES(FROM SALVAGE AND NEW TO MATCH)-SHADED AREAS. 10 C2 PROVIDE HORIZONTAL MECHOSHADE AT SKYLIGHT(TWO-ONE EACH SIDE Q I C O ER). LOCATE TRACK AT TOP OF SKYLIGHT COFFER. --- -_ - - -- - L -- ----- { i OFDIVIDER). O DRYWALL SOFFIT TO VISUALLY SEPARATE GRID AREA'A°AND GRID AREA a` 0 �`. i C7 r O C4 CLEAN AND TUNE-UP EXISTING METAL SOFFIT PANELS. � W - - -- - —— - - - g -- - -� i i 1- -_ - - C5 OPEN TO STRUCTURE-PROVIDE WHITE PERFORATED w LL (I j: VINYL SCRIM OVER ROOF INSULATION/JOISTS. W T 10-4 PERIMETER CEILING OPENING FOR z wz D ---- - - - ;� ®.; = r . . . • _ 0 O DRYWALLSOFFITA - - � - . OVERHEAD DOOR. ■ Q N E a, co y{.}�} /'1 • : C7 mo 2"DIA. CONDUIT FERRULE WITH NYLON BUSHINGS THROUGH WALL w �\ / 0`.: `T I"�t5' f,}V.; I. - }f V� L VJ l 10'-0"AFF TO CARRY LOW VOLTAGE AT LOCATIONS SHOWN(12). w • "tils �' C8 REMOVE/REPLACE EXISTING RECESS DOWN-LIGHTS WITH LED a' � x mao ® I I ~ � Z s� wD U) 0 rT_ I { I C8 C8 E „ W O E U I I ® ' ► ! cq . - 9 .'P -- - � a ,- a T 0) REVISION REFLECTED CEILING PLAN - - ---- A-7 SCALE 1/8" = 1'-0" s 1 h I INDICATES COMMON PATH OF TRAVEL REQUIREING EMERGENCY LIGHTING N 2. su } EQUAL TO 1-FOOT CANDLE FOR A MINIMUM DURATION OF 90 MINUTES. 15 16 t 3. 2 X 2 SUSPENDED CEILING SYSTEM: - � h G'Sa ATTACHED EDGE n n u u co 4' c4 GRID AREA B GRID AREA A \ aA \ SEISMIC EXPANSION JOINTS , 5• ' x. . 6. UNATTACHED EDGEFm x GRID MAINaN� s 7. Y 2,041 SF F d 8. y DRAWN BY: Fm i • . X} ' mwh I DATE: 10/01/15 7,232 SF PERMIT/BID SET f g-, split into 3 areas n 7 zx DETAILED LAYOUT FORTHCOMING NEW CEILING AREA SEISMIC SEPARATION DIAGRAM: SCALE: 1/32'=V-0' �' #3082 20 GA 3 5/8'METAL STUD BRACING TO ROOF CAULbNG IN 1/2"SPACE BLDG.STRUCTURE ABOVE 1�_4�� MARTIN W. HANSON STRUCTURE AT 10'-0'OC WHERE REQUIRED _ N DEFLECTION CHANNEL P-LAM TRANSACTION COUNTERCKA AS, OREGON 3-1/2'BATT INSUL EXISTING WINDOW WALL PLYWOOD APPLIED PARALLELTO GYPSUM WALLBOARD APPLIED BASE LAYER 1/ EXISTING SUSPENDED CEILING SUSPENDED CEILING RACO STYLE RECESSED REVEAL CENTER LINE OF STUD c0i� } RACO#FS-4B RECESSED EXISTING GLAZING V-1 1/2" OF 0� HEADER. CONCEPT WALLS#1-487RDT FACE LAYER i REVEAL HEADER PROJECT #15680 10 5/8' 2' N A-g I PERPENDICULAR TO STUDS OVER RESILIENT OUTSIDE FACE OF 6'METAL STUDS SPACED 16' cr3 TYP• i ACOUSTICAL CUPS RUN HORIZONTALLY AT 16' I O.C.WITH 1'SCREWS 12"O.C.TO EDGES AND 17 3-5/8'MTL STUDS @ 24'O.C. 1/2'SILICON BUTT GLAZE D.C.-STAGGER JOINTS 24'O.C.FASTEN WRIT 1" O.C.TO INTERMEDIATE STUDS. OMIT PLAYWOOD �-- I P LAM FACING LOBBY SIDE �\ I TYPE S DRYWALL SCREWS 12'O.C.EDGES AND BASE LAYER AT SIMILAR CONDITION. = PLATE GLASS LL `,J 3-5/8'MT.-STUDS @ 24'O.C. FACETO RESILIENT CUPS-NOTTO STUDS! I El ALUMINUM GLAZING CHANNEL FASTENED TO I O 55/18'GYP.BOARD BOTH SIDES lj� 5/8'GYP.BRD.BOTH SIDES DOUBLE UP CUPS AT JOINTS. FASTEN CLIPS TO FACE LAYER 5/8'GYPSUM WALLBOARD APPLIED ti RACO WITH SCREWS.PAINT TO MATCH METAL co w CENTER LINE OF STUD STUDS WITH CLIP EDGE DOWN,LOOSE EDGE UP. PERPENDICULAR TO STUDS OVER PLYWOOD Z1— � LAYER-STAGGER JOINTS 24'O.C.FASTEN WITH 1' � CENTER UNE OF STUD 4A]l TYPE S DRYWALL SCREWS 12.O.C.EDGES AND IL 1 1HROME ROD&FLANGES U FACE TO PLYWOOD-NOT TO STUDS! w 2'x221/4'T.S.ON(2)(LTS MID PLATE I � W/(2)1/2'PARABOLTS MID WALL AND RACO STYLE RECESSED REVEAL TRACK,CONCEPT PROVIDE 2 X 8 BLOCKING IN STUD FEE STANDING ENDS ON 5-0"O.C.(4'4' WALLS#1487RDT SPACE FOR ATTACHMENT O.C.ON TRANS.WALLS) Ir 51/2'BATTINsuL ALL SHELF&SUPPORT SURFACES Q 4A' 4'RUBBER BASE-TYP. 4RUBBER IN SE-TYP. 4'RUBBER BASE-TYP. EXISTING WINDOW SILL SHALL BE WHITE MELAMINE 00 ATTACH BOTTOM TRACK TO FLOOR WITH POWDER ATTACH BOTTOM TRACK TO FLOOR WITH WALL STUD FLUSH WTH WINDOW SILLz DRIVEN ANCHORS AT 12'O.C. POWDER DRIVEN ANCHORS AT 12'O.C. FINISH FLOOR CARPET AND PAD FINISH FLOOR SMOOTH FIN.GYP BD.OVER METAL STUDS O FINISH FLOOR-TOP OF SLAB z1 TYALL SECTION 5 SECURITY/SOUND ATTENUATED WALL - A g PARTIAL HT. WALL SECTION 13 WINDOW CLOSURE AT WINDOW 17 ROD AND SHELF DETAIL Q aN A-8 SCALE 1 " = 1'-0" A-8 SCALE 1 " = 1'-0" A-8 SCALE 1 " - '- " - 1 0 '4-8 SCALE 3" = 1'-0" A-8 SCALE 3" = 1'-0" O� 0 Lo cr w p (O 41 RACO HEAD za)Q � Z BLDG.STRUCTURE ABOVE "' C7 20 GA 3 5/8'METAL STUD BRACING TO ROOFSPACE 00 CAULKING IN 1/2"SPACE o In 17 Lo STRUCTURE AT 19-V OC WHERE REQUIRED o / �Q ..� DEFLECTION CHANNEL LL.f to O 2 X R-11 BATT INSULATION 4'CENTERED OVER WALL 3-1/2'BATT INSUL ROOF DECK I LITE KR WHERE SPECIFIED T fl d LL 17 EXISTING SUSPENDED CEILING I - SUSPENDED CEILING OR BEAM Q RACO STYLE RECESSED REVEAL CENTER LINE OF STUD HEADER. CONCEPT WALLS i RACO STYLE RECESSED REVEAL HEADER. #1-487RDT FACE LAYER 5/8'GYPSUM WALLBOARD APPLIED BASE LAYER 1/2°PLYWOOD APPLIED PARALLELTO PERPENDICULAR TO STUDS-STAGGER JOINTS 24" I OUTSIDE FACE OF 6'METAL STUDS SPACED 16' CONCEPT WALLS SUSPENDED CLG ASSEMBLY c 3-1/2'BATT INSUL O.C.FASTEN WITH 1'TYPE S DRYWALL SCREWS 12' O.C.WITH 1'SCREWS 12"O.C.TO EDGES AND 12' #1-487RDT o E O.C.EDGES AND FACE i O.C.TO INTERMEDIATE STUDS. OMIT PLAYWOOD W 3-50 MTL STUDS @ 24°O.C. i BASE LAYER AT SIMILAR CONDITION. cl a- ADDITIONAL SWITCH i 5/8 GYP.BRD.BOTH SIDES Oro w ,i GANG LOCATION a FACE LAYER 5/8'GYPSUM WALLBOARD APPLIED z_ 0 CENTER LINE OF STUD PERPENDICULAR TO STUDS OVER PLYWOOD = I \ 5' - - LAYER-STAGGER JOINTS 24'0.C.FASTEN WITH 1" 20 GA 35/8°METAL STUD BRACING °- TYPE S DRYWALL SCREWS 12'O.C.EDGES AND z T FACE TO PLYWOOD-NOT TO STUDS! TO ROOF STRUCTURE AT 10'-0° IL OC W1(2)#8 SHEET METAL \ ¢ -0 SCREWS AT EACH END.BRACING v ELECTRICAL ; o a 31/2°BATT INSUL IN SOUND ATTENUATION WALLS 5-1/2'BATT INSUL TO BE PROVIDED WHERE DISTANCE w \ OR �J-BOX °CI W N BETWEEN PERPENDICULAR INTERSECTING 4'RUBBER BASE-TYP. 4°RUBBER BASE-TYP. aJc cr U WALLS OR HORIZONTAL BRACING -- oU ATTACH BOTTOM TRACK TO FLOOR WITH POWDER ATTACH BOTTOM TRACK TO FLOOR WITH o "' Z DRIVEN ANCHORS AT 12"O.C. POWDER DRIVEN ANCHORS AT 12"O.C. BETWEEN WALLS EXCEEDS 12-0'OC UNDERCUT DOOR AS\ p FINISH FLOOR CARPET AND PAD a REQUIRED TO CLEAR T° m m FINISH FLOOR TOP OF SLAB FLOOR FINISH 470 � In 2 WALL SECTION W/ SOUND INSUL. 6 SECURITY/SOUND ATTENUATED WALL - B 10 WALL BRACING DETAIL 14 MOUNTING HEIGHTS a A-8 SCALE 1 - l'-O" A-8 SCALE 1 - 1 -0 A-8 SCALE 3 - 1 -0 '°`-8 SCALE 1/2" - l'-O" Q ui a FLOOR AND/OR ROOF STRUCTURE ARMSTRONG BERC2 CUP(AS ALTERNATE MEANS OF CONSTRUCTION s - FOR THIS PROJECT.) BLDG.STRUCTURE ABOVE ADDITIONAL HANGERS ATALL MAINS WITHIN 8'OF THE PERIMETER CAULKING IN 1/2'SPACE w APPROVED VERTICAL SWAT 12-0'O.C.EA.WAY BEGINING WITHIN DEFLECTION CHANNEL 6-0"OF THE PERIMETER OF EACH CEILING SECTION.SEE STRUT DETAIL B(SMNG ROOF STRUTURE 4 = 3-1/2'BATT INSUL STRUTS AT RUM EDGES NOT ATTACHED TO THE BUILDING TO EXISTING R 19 INSULATION TYPICAL STUD HAVE 4 WAY LATERAL BRACING FROM THE MAIN RUNNER TO THE (N/E)SUSPENDED CEILING AS OCCURS BUILDING STRUCTURE ABOVE <:a CENTER LINE OF STUD Q 6'MTL STUDS @ 24'O.C. Q O 0 (E OR N)R-11 BATT INSULATION FS 25 FOIL FACE ONE LAYER 5/8'GYPSUM WALLBOARD AT RIGHT TYPICAL TRACK O STICK CUP ON CONC.WALL IF NONE PRESENT ANGLES OR PARALLELTO EACH SIDE OF METAL a STUDS 24'O.C.WITH 1'TYPE S DRYWALL SCREWS INSTALL STUDS WITH SAME U) a W DIMENSION(10'MIN.)FOR W LWL BRIDGING ALIGNMENT (E)R-19 0 EXISTING CONC.WALL MAX RCUROSS NNER EMBERS BETWEEN MAIN z (.)W Z INSULATION EXISTING METALJOISTS @ 16'O.C. 5.0'MAX MAIN RUNNERS AT 4-0'O.C. co O N 0 SUPPORT WITH#12 WIRE AT 4'-0'O.C. POWDER DRIVEN OR WITH#10 WIRE AT 5'-0'O.C. W m CV k ANCHORS AT 12"O.C. COUNTERSLOPE HANGERS IF MORE Z Iz b) 3-1/2'BATT INSUL THAN 1:6 OUT OF PLUMB W Ir STO TYP.FINISH 4'RUBBER BASE-TYP. (1)#10-16 SCREW SECURE ALL HANGERS TO BLDG. m a O ATTACH BOTTOM TRACK TO FLOOR WITH PER STUD FLANGE STRUCTURE OR A TRAPEZE FOR ui F- � Q POWDER DRIVEN ANCHORS AT 12'O.C. DUCTAND/OR PIPE WORK TYi CARPET AND PAD NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS'HEAVY DUTY'. ALL CONNECTION O co � J EXISTING METAL STUDS 714' FINISH FLOOR-TOP OF SLAB DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY WCE � O -� UNC 7 DEMISING WALL SECTION 11 WALL BASE DETAIL 15 CEILING BRACING DETAIL a O Q (o O 0 FLASHING SCALE 1 A-g SCALE 3" = 1'-0" A-g NOT TO SCALE 20 GA 3 5/8'METAL STUD BRACING TO ROOF REVISION STRUCTURE AT 1 Y-W OC WHERE REQUIRED 1 . 3-1/2'BATT INSULATION 8"MAX EXTEND 24'FROM WALL 2. 3. SUSPENDED CEILING EXISTING WINDOW WALL MULLION ® n m ° — ACTUAL SHAPE AND SIZE MAY VARY ° `D � J ' S FROM EXTRUSION SHOWN ° ° ° ° %2' ° °g ° � �, a 6. EXISTING GLAZING ° ° ° ° ° Z 5 4 a a 7. 3-1/2'BATT INSULATION EXTEND 24'FROM WALL ARMSTRONG BERC2 CUP °0 ARMSTRONG BERCZ CUP ° SOAP PAPER TOWEL SAN.NAP. PAPER TOWEL/ RECESSED 8. ATTACHED TO GRID UNATTACHED TO GRID DISPENSER DISPENSER DISPENSER DISPENSER/ TOWEL SUSPENDED CEILING 3/16'x 1"BLACK FOAM INSULATION TAPE ATTACHED WALL UNATTACHED WALL DISPENSER ir Har wIREW/SMUT DRAWN BY: 3-5/8'MTL STUDS @ 24'O.C. HANGER WIRE MAX AND SPLAY WIRES PER mwh 5/8'GYP.BRD.BOTH SIDES CEILING BRACING DETAIL CENTER LINE OF STUD FLASHING — RACO STYLE RECESSED REVEAL TRACK,CONCEPT CROSS TEE MAIN SAM CROSS TEE _ _ DATE: 10/01/15 WALLS#1-48MDT CENTER ON WINDOW MULLION PERMIT/BID SET AND SECURED BY GYP BOARD.NO SCREWS IN WINDOW WALL SYSTEM ALLOWED °002000 ° 0000 ° 00° o00 00 °002 °- ° 2 - - - 3-1/2"BATT INSUL FREE END FIXTED END N � o EIISTING GRADE CONDITION ATTACH BOTTOM TRACKTO FLOOR WITH 7/8'ANGLE PRIVET 1, N) IXISTING WINDOW SILL (FULL 24°TILE SECTIO "� o 2' 7 ANGLE MOLDING POWDER DRIVEN ANCHORS AT 24'O.C. WALL STUD FLUSH WITH WINDOW SILL UNATTACHED THIS SIDE SEAT COVER TOIL PAPER/ GRAB BAR MIRROR EXPANSION JOINT DISPENSER SEAT COV.DISPJ CARPET AND PAD SMOOTH FIN.GYP BD.OVER METAL STUDS NOTE:CEILING SYSTEM TO BE USED SHALL BE CLASSIRED AS'HEAVY DUTY'.ALL CONNECTION DEVICES TO SAN.NAP. 47 ' FINISH FLOOR TOP OF SLAB BE IBC APPROVED TYPE AND HAVE 100#CAPACITY DISPOSAL 4 EXTERIOR WALL SECTION s WALL SECTION W/ INS. THRU CEIL. 12 WINDOW CLOSURE AT MULLION 16 CEILING SEISMIC JOINTS 20 ACC. - MOUNTING HEIGHTS A-8 SCALE 1/2" = 1'-0" A-8 SCALE 1 " = 1'-0" A-8 SCALE 3" = T-0" A-8 SCALE 3' = 1'-0" '°`-8 NOT TO SCALE f #3082 / 3 7 / A-9 A-s � C CKA AS, OREGON / 2 2 i OF o� PROJECT #15680 zo 37' 87 3/4' 3T 3T 873/4' 37' I • � � U PL-3 TRANSACTION TOP w A-9 I � PL-3 TRANSACTION TOP PL-4 FACING ON PLYWOOD OR GYP.BD. SWING GATE TO MATCH (PL4)-HEAVY DUTY DOU Q ACTINGSPRING HI O P3 II II Cl -- — O PL4 BASE I N I z a� A-10 E (a)CABINET ELEVATION - RECEPTION 103 N A 9 i • A-g SCALE 1/2" = 1' - 0" _ 0 0 D (y)I I Ujo T i I H W 4 z cj)� �� ILLL— j a-� A-9 cc_ 2r 129' Q '-'Lo Q 141/4' \ lA0 =x ---- --- 1 15'DE OPEN CU ES Id 50' 253/4' -- ROD IL � � 0 FRP WAINSCOT FRP WAINSCOT / / � a wM z � / o � 1 CABINET KEY PLAN N JAN SINK JAN SINK D J A-9 _ m USCALE 1/16" = 1'-0" 4RC BASE ' 3 CABINET ELEVATION - COATS 102 4 INTERIOR ELEVATION - JANITOR 120 ,.-9 SCALE 1/2" = l' - 0" A-9 SCALE 1/2" = l' - 0" UJ Q If 323(4' 323/4' 3231f 323/4' 32 3/4' 323(4' 163/4' 331/2' 331/2" 331/2' 33112' 331/2' 3310 331/2• 1' ui ' ADJ SHELF\ ' ' ADJ ISHELJ'' ADJ.SHELF ADJ. HE1F ADJ. HELF ADJ. ELF — _ — _ — I 1 I I M < 0 PL-1 TES ADJ. ELF _ ADJ.SHELF ADJ.SHELF — — _ SHELF — ADJ.SHELF_ _ ADJ.SHELF v REFRIGERATORS \ \ \ \ \ \ i MICRO SHELF AT 18' MICRO SHELF AT 18' Cc DEEP WITH 2'RADIUS DEEP WITH 2'RADIUS I 11• N I I I CORNERS CORNERS 2 cf) Q W OPEN BACK OPEN BACK I I( I �W-' LL PROVIDE PAPER TOWEL Zcl) DISPENSER PL-2 I } RECESS VALVE BOX W/1/4'COPPER N 1' W W I _ I I I WATER LINE FOR REFRIGERATOR 323/4' 32 314' 32 3/4' 32 3/4' 32 314' 32 3/4' C) Z `" 16, 313/4' 313/4' 313/4' 31 1/2' 24' 16 3/4' 33 3/4' 33 3/4' I 12 I I I CONNECTION-VFY HEIGHT REQ'D. m V W C P LAM sPLASH I — — — — — — — — — — — — Z OC rn DW — — — — — I } �� II I 1 I I I I I I aIr I ADA NK I I I I I I —ADJ.SHELF — ADJ.' HELF ADJ. HELF — ADJ. ELF ADJ.SHELF / ADJ.SHELF.' Q SHELF ADJ SHELF— ADJ.SHELF — ADJ SHELF PL 1 I I ui SHELF _ ADJ SHELF _ ADJ SHELF I �, I I I O U) � z I O I– I II I v UNoC P-LAM BASE OPEN BASE L J P-LAM BASE _v _ _ -J _ } P59 CABINET ELEVATION - LUNCH 124 6 CABINET ELEVATION - PRINT/COPY 160 SCALE 1/2" - 1 0 A-9 SCALE 1/2" - l' - 0 REVISION 1 . 2. 3. 4. 5. 6. 7. 8. r 1' DRAWN BY: 331/4' 331/4' 331/4' 331/4' 33112' 33112' 331/2' 1 4' mwh DATE: 10/01/15 - - - - - - - - - - - - - - - PERMIT/BID SET 17-7771 END PANEL AT ANGLE END PANEL AT ANGLE 7 CABINET ELEVATION - BOARD ROOM 104 A-9 SCALE 1/2" = l' - 0 01D #3082 331/4' 331/4' 331/4' 331/4' 331/4' 331/4' 331/4' 331/4' 33 UP 33112" 331/2" 33112' 331/2' 33112' �MARTIN W. HANSON /\ /\ /\ /\ /\\ //\ /\ C CK A , OREGON \ \ ` — ADM SHELF ADI SHELF R ADJ SHELF ADJ SHELF ADJ SHELF ADJ SHELF — — — — _ — — _ — — .! OF o� ADJ SHELF — _ —ADJ.SHELF — — — ADJ.SHELF — — — ADJ.SHELF — _ ADJ.SHELF _ADJ SHELF — _ — — ADJ SHELF — _ ADJ.SHELF PROJECT #15680 NY U w N 1 341/4' 34114' 341/4' 681/4' 341/4' 341/4' 341/4' 17' 171/7 351/4' 351/4' 351/4' 35114' U — — — — — — Q I I I I I SPACE FOR COPIER I p ADJ.SHELF ADJ.SH _SHELF — ADJ.SHELF _ _ADJ SHELF — — ADJ.SHELF — _ ADJ SHELF z 0 _ _ _ _ _ _ _ _ _ _ _ _ — — — — — O 17 c/) Q IL c\I WEST NORTH Q r CABINET ELEVATION — WORK/COPY/MAIL 133 O6� 00� -1 SCALE 1/2" = l' - 0" WU' 0 cod 44 Z O7 d 0cm 7 oj �z U) co co LQ 17114' 34112' 341/2' 34112' 34112' 34112' 35' 35' 35' 171/2' �. O O O co �.. 1Z lTa a-LLLL ADJ.SHELF ADJ. HELF ADJ ADJ SHELF ADJ.SHELF - - - - - - - - - } m — — — — — — _ } DJ SHELF — =ADJ. ELF — = ADJ ELF = = ADJ.SHELF — — ADJ SHELF IIII P-I.AM BASE IL 1 34112' 341/2' 51314' 341/7 34117 35' 35' 35' 17112' 1 37 32' 37 12 T- ■ IL SPACE FOR POSTAL METER — — — — — — — — — — — \ U T � OPEN THRU OPEN THRU OPEN THRU I I — — — � W I IADJ.SHELF ADJ.SHELF ADJ.SHELF — ADJ. HELF ADJ.SH z _ _ _ _ _ _ _ — — _ _ _ _ —_7 OPEN THRU CLOSED CENTER PANEL OPEN THRU ` � Q Ix I P LAM BASE / P-LAM BASE PRAM BASE _ � m Q EAST ISLAND a CABINET ELEVATION — WORK/COPY/MAIL 133 CONT. uj Q -1� SCALE 1/2" = l' - 0" Ir uj Qcl 0 O irc/) IrIr W W H LL Z z cl) W W U0 't WmN O Z oC rn Fo j(D a0 LUa- 0 MI D o � � o W Ir. a Q (DO 0cl) CIJ r REVISION 1 . 2. 3. 4. 5. 6. 7. 8. DRAWN BY: mwh DATE: 10/01/15 PERMIT/BID SET