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BU P2019-00088 f3upD,oll - 00 o ei - OF CE COPYPROJECT NARRATIVE -ak4y- s �o.�-�, 1 oo - PROJECT CONSISTS OF REMODEL WORK TO 8 890 SF OF OF EXISTING OFFICE AND �� 3082 oo4‹,F� A WAREHOUSE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL • MATIN W. HANSOM �.f STUDS, SUSPENDED CEILINGS, DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADAti) c�� ItAM S, OREGO�a s� 5 04, BREQUIREMENTS. --- Q 4,0 Oit __ ,. F CO WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT D PROJECT #19140 PLUMBING WORK OFFICE CCPV ' dOlik C - — FIRE PROTECTION SPRINKLERING F d HEATING, VENTILATION & AIR CONDITIONING WORK V z ELECTRICAL BOTH LINE VOLTAGE AND LOW VOLTAGE 0 N }, I I — _ il K._: RECEIVED BUILDING INFORMATION MAY 2 0 2019 < ..,� OWNER: PACIFIC REALTY ASSOCIATES, L.P. CfiY OF�`IGARD �BUILDING DIVISION E Q 15350 SW SEQUOIA PKWY #300 U) BUILDING LOCATION I M I PORTLAND, OR 97224 C >- C6 (503) 624-6300 (PHONE)P _ a• gi PNJ N 0o- (503) 624-7755 (FAX) •' tiNJ lo LC) BLDG. #: pbc186 (Bldg. M) REVISION o lo of Z7r7r • / {n ..*3 N g CONST. TYPE.: ill-B C o SITE MAP ED THIS BUILDING HOUSES FIVE SEPARATE TENANTS INCLUDING THIS TENANT. THE A-0 NOT TO SCALE City of Tigard EXISTING BUILDING ISA SINGLE STORY BUILDING OF 52,500 SF AND IS FULLY - SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST 79 FEET. Appr ved Plans 6 B55y B _ Dat -ek.c_. 1_,9-' -0 ACTUAL BUILDING AREA TOTALS o • U B OCCUPANCY = 14,099 SF B 2,510 B 350 B 3,3 L 1 ' 23 B 2,429 B 2,550 B 2,834 S-1 OCCUPANCY = 38,401 SF L(1-11T:1-11-1m- r _ - . - 1 1 n 1 TOTAL 52,50 1 1 1 i MIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3) I `°'T� i� N �I j ALLOWABLE AREA IS UNLIMITED. (OSSC 507.3) i r :_nl ue s , . .L.:,, L _- -Mir 1 TENANT INFORMATION TENANT: TUALATIN SOIL & WATER CONSERVATION DISTRICT Im - I I m,r i 1co 1 I THE PREMISESOCCUPANCY AREAS & LOADS: t 8,890 SF TOTAL 1 1 2,937 SF OFFICE B 2,937 SF 30 OCC 3 1 1 o a 0 0 0 _ o . � . 0 1 � o i S-1 5,953 SF 12 OCC ke . • 1 I TOTAL 8,890 SF 42 OCC i ili7 i i1 1 NUMBER OF EXITS REQUIRED 1 B 103 1 B 1 EXITS I i S-1 1 EXITSrill , , ._.71 r I S-2 5,324 S-2 4,350 S-2 9,067 7S-2 6,972B ----Drh—T2, 6,734 i____ IfS2 5,953 ` I s.. _ _ _ _ ,. .. _ _ , _ _ = . ..* PLUMBING FIXTURE CALCS AREA OF WORK OCCUPANCY WATER CLOSETS OCCUPANCY LAVATORIES Business B: 0-50 30.00 occ. 1:25 = 1.20 B: 0-50 30.00 occ. First 80 1:40 = 0.75 0- oc ?). B: over 50 occ. 1:50 = 0.00 B: over 50 0.00 occ. Over 80 1:80 = 0.00 Z U w 'Storage S-1/S-2: 12.00 occ. 1:100 = 0.12 S-1/S-2: 12.00 occ. 1:100 = 0.121 — Z L.11 D ' TOTAL = 1.32 TOTAL = 0.871 - U U) 2 OVERALL BUILDING PLAN o A-0 1!° ^ 30' ED PROVIDED: 3 WATER CLOSETS, 0 URINALS, 3 LAVATORIES "• w E' n- CODE SUMMARY w m ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL Z c~n 0 9 CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: Q p la".• 2014 OREGON STRUCTURAL SPECIALTY CODE ¢ N o • 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) g 2 • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) DATE: 4/1/19 • 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) PERMIT/BID • 2014 OREGON FIRE CODE (OFC) REVISION • ASCE-7-10 R ;,.s • ICC/ANSI A117.1 -2009 VA - MO � pFK,,.. • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE THE ISSUANCE o��ilc�4�,y 1 : 4/25/19 B oiHFk 2. DOCUMENTS A T P�EvENT DATA SHALL NO 3- TH CODEHE coRRECTtiON 4. R GlU4" OSSC 105.4 O ERRORS. 5. 6. 7 . 8. DRAWN BY: R.M.T. 1 11 • 01 00 00 GENERAL DATA 09 00 00 FINISHES a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. GENERAL REQUIREMENTS GENERAL ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. \.°1) 11-'L 1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. #3082 ,, WITH MILLER PAINT 6200 OR 4480. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: 4. GENERAL NOTES: 15.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. . MARTIN W. HANSON '� 2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER 16.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEIILING. CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED MINIMUM 26 FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR. CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE b. PLASTIC LAMINATES SPRAY. 17.MINIMUM 26 GAUGEN DUCTWORK: CLA KAMAS, OREGON,� THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. 3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE d. PAINT c. DURING PROGRESS OF WORK,KEEP � JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. 1.") � (�O EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS ?--:;- ;_RAGS AT THE END OF EACH DAY. b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. �� DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO [$.)T d i { .4° O�j O� ALL MATERIALS AND INSTALLATION, DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE f. TOILET PARTITIONS d; UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING C. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH 1- LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE '( 3. •,I AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. MINIMUM R4.2 INSULATION WITH FSK BARRIER. SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. g. HARDWARE •I i e: PROTECT WORK OF OTHER TRADES. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD 4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. f. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. PROJECT #19140 STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET 10 00 00 SPECIALTIES e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE)OF TILE DEGREES. . 5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. (CERAMIC,QUARRY OR PORCELAIN) 10 28 13 BREAK COUNTER f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. 6. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING 09 21 00 GYPSUM BOARD 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. • CARPETS. 10 44 16 FIRE EXTINGUISHERS 7. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND GENERAL 18.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. U ROOF MEMBRANE TO MATCH THE EXISTING ROOF. 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) 19.DIFFUSERS: /�� 8. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN W COMPANIES INCLUDE: DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND 11 00 00 EQUIPMENT TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. •'1-4 INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- a. ARROW ROOFING, 503-460-2767 EACH SIDE AND OPPOSITE SIDES.. 1. DISHWASHER: GE GLDT696JSS STAINLESS STEAL-ENERGY STAR RATED. DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. b. PACIFIC ROOFING,503-640-3163 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN 12 00 00 FURNISHINGS FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST 0 C. ROOF TOPPERS,360-574-7248 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. WYE BRANCH. d. GOT YOU COVERED ROOFING,503-975-9136 3. ALL OTHER COAT(LEVEL 3 FINISH). PAINT AS INDICATED.GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 2. INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS. d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT COMPLETION. 9. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 12 23 16 CABINET SPECIFICATIONS ^ AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. METAL STUDS. 20.THERMOSTAT: • ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. C"O 10.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALLF,�M yS COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O PROGRAMMABLE WITH LO OUT FUNCTION SIGNATUREAUTO CHANGEOVER�NLY OMOUNT AT ADA EIGHT(MAY 7 DAY O O BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 3. HIGH PRESSURE LAMINATE(P-LAM HPL)ALL EXTERIOR SURFACES,INCLUDING 4"TOE KICK. EDGE BANDING �/� ACTIVITIES. 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND (MATCHING PVC ACCEPTABLE),FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM v/ 4t 11.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING PATCH HOLES READY FOR PAINT. THERMOSTATS AND BALANCE SYSTEM. OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD RESTROOM FACILITIES. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR MELAMINE FINISH. 21.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. CU 12.5TORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT PAINT 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER 22.WAREHOUSE HEAT: \V PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. I d' COMMON BUILDING AREA BE USED FOR STORAGE. 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16"PARTICLE BOARD WITH MATCHING P-LAM OR a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE Q N WALL CONSTRUCTION MATERIALS PVC EDGES. ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. 13.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. • 0 O .. 1. PROVIDE STUDS,TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. 23.EXHAUST FANS: 14.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. INSTALLATION. 7. FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT CEJ w O Ln 15.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL 8. THERE SHOULD BE 1/8"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS. CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. w - M LO ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS, 100 CFM WITH A 16.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 9. HINGES-BLUM#75M3580,110 DEG.SELF CLOSING CLIP ON(OR EQUAL). SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. - Z CD ~ 17.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 10.DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING . 't (n Q N N PSI)G60. ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN.FOR HD AND FILE DRAWERS. MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. J CO CQ 18.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. rid O ~ 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR 11.PULLS-96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. C. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE `v L Cr) CO 19.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. AN APPROVED EQUAL. ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, M 0 O O 12.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE(SPEC SHEETS)FOR EACH SINK. CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. In'IZ v Ln 20.PROVIDE"AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT" 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED C-36. CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASH d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM TO BE SEALED. MINIMIZE COUNTERTOP BUILD UPS AT FRONT AND BACK OF SINK CUT OUT TO INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD C-630. ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. ROOFTOP MOUNTED FAN. '� FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL 13.KITCHEN/BREAK ROOM CABINETS-BASE CABINET WITH P-LAM TOP ON PLYWOOD DECKING AND 4"BACK 24.HVAC TESTING. "AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED AND APPROVED. 7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.O. UPPERS 12"D X 36"H-ATTACH TO WALL O TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, 21.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, (EXCEPTION:EXCEPTION AT LOCATIONS TO RECEEVE PLASTIC LAMINATE OR TILE WAINSCOT.) WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 24"DEEP. MICROWAVE SHELF 18"D WITH 3"RADIUS EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED OUTSIDE CORNERS. P-LAM AT TOE/BASE. ALL SHELVES ADJUSTABLE.PROVIDE HOLES AND POSTS(1 AT APPROVED PLANS AND SPECIFICATIONS. m TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD 1/2"THICK WITH SQUARE,REINFORCED, BASE,2 AT UPPERS). WHETHER OR NOT SHOWN ON THE DRAWINGS. SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN to 22.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. 1. ADJUST EXISTING SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND 0 23."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD FILED WITH PACTRUST. PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO CL 24.D0 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. SYSTEM. INSTALLATION. 27.PROJECT CLOSE OUT DOCUMENTS REQUIRED: 25.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN WALL CONSTRUCTION EXECUTION 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TOFASTE _ MOVEMENT. NO"OOPS RINGS ALLOWED". b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. - _ REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL 1. SCREWS. WELDING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING 22 00 00 PLUMBING : DESIGN/BUILD c. HARD COPY OF AutoCAD FILE ABOVE. REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED ASA SUBSTITUTION BY THE SCREWS. WELDING SHALL CONFORM TO AWS DIC WELDING PROCEDURE. ELECTRODES AND SCREW CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD GENERAL REQUIREMENTS d. OPERATIONS MANUALS FOR ALL EQUIPMENT, INCLUDING T-STATS. MATERIALS LIGHTER THAN 18 GA. DIRECTED AT CONTRACTOR'S COST. 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. 26.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 26 00 00 ELECTRICAL : DESIGN/BUILD PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL FASTENERSINDICATER IN SHALLTHE BE ATGN CALCULATIONS. BUTT WELD JOINTS IN CONCTRACRESTE OR SPLICE WITH STUD INSERTS. 2. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE ) BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE INSULATED. GENERAL COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION 3. WATER HEATER(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V. PROVIDE HUB DRAIN AT 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT ALL ELECTRICAL RI RUNS UNDER OUTLETS, AND RECEPTACLES ON THE SAME . "' 27.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE LOCATION FOR BLOW OFF. CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE 4. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE STUDS AT CORNERS, POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG AVAILABILITY,(503)236-4148. 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. IMI CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING-TILE WHERE TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR PLUMBING-BREAK ROOM FIXTURES 4. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. THE ARCHITECT PRIOR TO INSTALLATION. THE PROJECT. 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. 5. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. METER 28.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE2. BREAK ROOM SINK ELKAY LRAD221955(TOP MOUNT) IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) TENANT'S MOVE-IN. GENERAL WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 3. KITCHEN FAUCET-AMERICAN STANDARD COLONY SOFT SINGLE CONTROL FAUCET#4175.500 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. 6. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR 4. INSTANT HOT WATER DISPENSER IN-SINK-ERATOR MODEL#H770 SS 1-FOOT CANDLE. 3 TO INSTALLATION OF NEW FLOORING. 7. FINISH QUALITY: 5. 1/4"COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF 7. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH AREA PROCESS TRADE NOMENCLATURE REQUIRED. HOUSING,WITH BATTERY BACKUP. EC " , A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 WAREHOUSE TAPE/FINISH COAT' TIGHT DOUBLE(LEVEL 3) PROJECT CLOSE OUT DOCUMENTS REQUIRED: 8. WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. 1. PROVIDE AS BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION.INCLUDE THE FOLLOWING: 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN. 01 73 29 CUTTING AND PATCHING OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) USG"FIRST COAT" `SAND AFTER TAPE/FINISH COAT(S) a. DIMENSIONS (HORIZONTAL AND VERTICAL)OF BUIRED PLUMBING LINES INSTALLED OR DISCOVERED BY a. TRANSFORMERS TO BE ENERGY STAR LABELED. ir,-, 1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. THIS CONSTRUCTION. b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. 611 BEING UNDERTAKEN. b. LOCATION OF SHUT OFF VALVES C. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C SHOWNn4 .. ..... O 2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. 8. FINISH EXPOSEDAINTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS ON PLANS. 23 00 00 HVAC : DESIGN/BUILD TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS 3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED. OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM 09 53 00 SUSPENDED ACOUSTICAL CEILING GAS METER SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL 4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. ASSEMBLY AND CASE. SURFACES TO THE FULLEST EXTENT POSSIBLE METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR 11.FOR FLOOR POWER AND DATA ACCESS 5. PATCH WITH DURABLE, INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. 2• FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING TO TENANT'S MOVE-IN. SYSTEM, INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. a. AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL 6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH HVAC-BID PROCEDURE 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. b. AT SLAB ON GRADE:USE WIREMOLD MIN.6"PENETRATION INTO EXISTING,CONCRETE AND MIN.OF 6"EXPOSURE INTO POUR BACK.CENTER RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS DOWEL IN SLAB DEPTH. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1"CONDUIT FOR POWER AND 2"CONDUIT FOR ■ INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE PROPER WORKING ORDER. DATA. O 7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECT'S OPINION AND REPLACE AT NO SPRINKLERS 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. O ADDITIONAL COST. Z 1- F 02 07 25 PRECAST DRAIN 5. PRODUCTS: UNIT 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. W a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) 3. LIST TONNAGE OF EACH UNIT. Z 1.POLYDRAIN, MANUFACTURED BY ABT,WITH PERFORATED HEEL-PROOF GRATE IN PEDESTRIAN AREAS AND 14.000UPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. W D HVAC-DESIGN PROCEDURE •• U7 SLOTTED STEEL IN TRAFFIC AREAS. FULLY EMBED IN CONCRETE WITH EXPANSION JOINT ON EACH SIDE. b. TILES-ARMSTRONG FISSURED#705,24 x 24 x 5/8"W/ANGLED TEGULAR EDGE 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT FOLLOW MANUFACTURERS'PRINTED INSTRUCTIONS. C. ACCESSORIES-MANUFACTURERS'STANDARD 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND • LISTED BELOW. SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE • (f) (1) 6 '1. 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. • W ne N 03 00 00 CONCRETE CONDITION SO THAT CEILING TILES LAY FLAT. REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA -"'1 Z 1. EXTERIOR FLAT WORK: 7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. J z Q ••• 2 6- ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. INCLUDE THE FOLLOWING: 17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE CO _ a. ROCKTHICK(3/4 UN-REINFORCEDMICONCRETE SLAB WITH AIR-INTRAINMENT OVER 4"COMPACTED CRUSHED 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. . a. DUCTING AND SIZES DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION w m (Y 0 ROCK MINUS). b. CONTROL JOINTS 5'O.C.MAX,EXPANSION JOINTS 20'O.C.OR AS SHOWN ON PLANS. 9. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING D Z In CI Z ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. C. ROOF EQUIPMENT,SIZES AND LOCATIONS OFFICE LIGHTING c. BROOM FINISH WITH TOOLED EDGE EACH SIDE. 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT U.N.O. D Q 07 00 00 THERMAL& MOISTURE PROTECTION NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT d. UNITS REQUIRING DUCTED SMOKE DETECTION W (n J FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 2. OFFICE LIGHT FIXTURES-LITHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE OR EQUAL.(NO SYLVANIA n/ V 1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. BALLASTS) L.L� 2. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. 11.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS 3. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L06 AR LD MVOLT TRW cN THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE g, ZONE DIAGRAM a ~ a 3. AT ALL UN-USED EXISTING ROOF PENETRATIONS,REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL 4. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL 08 10 00 DOORS AND WINDOWS • END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. HVAC DESIGN STANDARDS MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS DATE: 4/1/19 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: ACCEPTABLE. 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). 5. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO PERMIT/BID 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. "VACANCY"AND TO TURN ON AT LAST DIM LEVEL. ADDRESS LOADS BY SPECIFIC a. BAXTER AND FLAMING. (503)225-0486 WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES 2 TENANT PRIOR TO CONSTRUCT ORATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD REVISION b. D&D DOOR (503)205 5533 FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING USE WSXD MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH a. EXTERIOR EXPOSURE AREAS c. BENSON INDUSTRIES (503)907-2200 A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. b. INTERIOR AREAS,SIZE AND USE c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD d. GRANT SUPPLY (360)887-0647 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. c. CONFERENCE/TRAINING ROOMS WAREHOUSE LIGHTING 1. 4/25/19 3. DOOR AND RELITE FRAMES SHALL BE TIMELY,OR APPROVED. SUBMITTAL REQUIRED PRIOR TO ORDERING 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION 1. LITHONIA LIGHTING LED BAY LIGHTING IBG18L SEF AFL GND MVOLT 40K 80CRI LAOZU DWH. MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UN-ATTACHED AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. (warehouses over 20') 2. 4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. 2. LITHONIA LIGHTING ELM LT EGRESS LIGHTING. 3• FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. INCHES OF THE PERIMETER WALL. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. 5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 17.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE 4. 6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. ZONES. 7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. 19.BENT OR DAMAGED T-BARS TO BE REPLACED. 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. 5• 8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR 20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. 6. HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH ACCEPTABLE. 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 09 65 19 RESILIENT FLOORING-VINYL COMPOSITION TILE TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED 7. PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. TO A MONITORING STATION WITHIN THE BUILDING. SAMPLE. 2. INSTALL TILES IN QUARTER TURN PATTERN. 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS 9. ALL INTERIOR GLAZING SHALL BE TEMPERED. 09 91 23 PAINTING SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. • 10.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE INTERIOR: 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS CYLINDER 20-013C'"C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8"LENGTH BELOW ROOFING. DRAWN BY: WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. 1. WALLS: 11.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF R.M.T. CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. • FINISH FOR AS NEW LOOK. b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 12.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. 13.OVERHEAD DOORS;WAYNE DALTON THERMOSPAN 125, EXTERIOR WHITE/STUCCO. FLUSH STEEL INSULATED, LATEX ENAMEL. c. CONDENSATE MUST BE TRAPPED AT UNIT. 2"THICK;STANDARD LIFT OPERATING STYLE WITH TRACK AND HARDWARE. OPERATION;PULL ROPE FOR 2. DOORS AND FRAMES: 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. DOORS TO 10'TALL,CHAIN HOIST FOR TALLER DOORS. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN 14.TUNE UP EXISTING OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: ROLLED APPLICATION. INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH CLAMPED(STAINLESS STEEL WORM GEAR). b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION 12.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND A= .1 C. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S CORROSION WITH OIL BASED PAINT(COLOR GREY). c. REPLACE BENT TRACKS AND PANEL SECTIONS. PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, 13.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND d. REPLACE ROLLERS AND HINGES AS NEEDED. AND FINISH WITH SATIN OIL ENAMEL. RADIUS OF MANUFACTURER'S GUIDELINE. , e. REPLACE ROPES AS NEEDED. d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS: f. LUBRICATE ROLLERS 3. CEILINGS: a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. • 15 1 17 ETA 80 1610 (18)} �� #3082 �� I MART N W. HANSON � I i I. — ,1 I. fJ, 1, I - - (A) .. I I I .. .. I I - CLAS KAM S, OREGON, IID-_'- j i • 0 ' FI.48" -7 I • •i1 -4° t1.Y OFFICE • .,11 — � � ! OF 1_ ll 1--- 1; , ;I 1 ,i` ,,i IIj3, A '101 `WATER SUPPLY • IP t= fly' a • • RELOCATE DOOR 46"A.F.F. AND FRAME AND ^LP •I'SC kn �� ADD 24X24 LITE NIT I cE! A.. PROJECT #19140 (T> 0 RELOCATE D00R xr LPSC_ ✓=_1,i L._ _: ,,' A [ Ill I ®� AND FRAME AND - ADD 24X24LITEKIT ;Y; SHOWROOM >�• `I/R • ♦ 0 x I 1212QA CIRCUAS 1 I- - -, 1001 SHARED OFFICE x II .i II / j—� B"I L,'*, SEALED CONC.FLOORING r —� - - a) i 1 D21 i - - i SLIP RESISTANT COATING a R - -� l 1 1 — 1 1 --yam 1 60 .Ti i.,, ._ -....., L.,•f__.l-,..1 I U I P4.1).11_.1.._,. T'-2 I.(SII e{`� • 1 / 01 IVV. 1—Ig-1ti ��,J___n • 1. . . I 1 V V- _ I ////rJA AU III ___ I SC E-CT C OMEN 48.1 1 (2)2OACIRCUITS -i , BREAK I a 110,1 I ! • X v • Ith / _ O o _.=-:_-_ 1071 I a 8_0" ®-_...., .. • . • _..- .._.... .------- ------ 1 urevsvivnovvvvrow.. I AA - 4t CIRC. i�J ` 48" 1 (�� 103 m1nixewrvvvvoio- • I � I " I SI CIRC. - MEN ? !COPIER i °'naf• Ia,,. :� • 9:: • d i Q N I 1,06 11061 _ • .,s- P1.2 All Illi:,:, O` f MI :i • O y �: SC_„ECT \ T 1 I ' A • • Ii T� RELOCATE DOOR a1 w Oe • • paLn .• AND FRAME 160 IVV611v 8-r v ® - CQ I� • • OFFICE Aoozax2a IT . L WH RR ADD24X24 6 • x • • � N N 10911101KIT - RELAMP ALL OFFICE FIXTURES WITH 4100 LAMPS C\I .L.) (.0 (.0 108 I. LITE - 1:...!) LITE KIT41 WAREHOUSE ��F�y .--) Q - c� I r O FI 1111 :F= O jr-'), X1.v U' _— �I _ • 9. A, sx � lm e' 9�� ,R�'it -v� i \W —.. � ®ALIGN V[IVl 6..^� x5p r' pt..,s ${@,�'��',j � gg y�,,,: ,.,,,,iii,,>:, i,,:,„ ,,„ ,,,isi — ,1 •.J s,� A4 .L 9Vd 71 ,.. ,kA f -.',3 _ +- - 7/1,----) — • UIU :a•`:y IL<�tl r�• DD DROP CEILING 2 • in AND SPLIT SYSTEM �y� AC UNIT RATED RO I�kY r .r - • 1 i; D BTU LOAD 200 \ � Z3 En ,.(;• tk ” y 11,x" 95" , ', 4 80 CD I CO : 1. T.. . 1 CL I . o : li *.a3 i• 11'-6" I T-6" .: St Y v Fd £4 ; li 9 X 0' � I�, 7 X .35 ! x : I �- X 3 �I ' i. •II - II I - �r. • I i I ,, 1 ,, k Im k''- — I I i , • i , !v ri i j_ ` 3 � � �,:. i -,., , , , , • • .,..„ ., L, ',I ,\ __ --t — - . E...--7, . , „ , i,r , ,: ,• . 1 • , -, T# � t1 LI 41 - - ri,-; ep .. „ . • i •• I, 1 , ,, L. • .1 .. : - . 1 N • '1 .6.i. 1 1 ; , . c-,.1 11 16.1 S m i I , �I sr 4 III _ . ill L-. _ nlillik I • • r`. ,; f�I I. x. a 1 i 2 ` Lij l I LU 1 1 ; Z z l ��',1 GYP BOARD CEILING U CD ,T_ _ o^ 0.;i AT9'A,FF WITH 1 tea) SURFACE MOUNTED CD � N • 7_ aa" 48" i�.. 1'-0" 1 • :: .; :..- .,1 LIGHT FIXTURES i ■ LLI N ... 07 J D z2o 4 RESIDENTIAL STYLE SLIDING j t ' RELITE WITH COUNTER ON WILL CALL #11) WAREHOUSE SIDE W „, c, p 0 1__-a1 •• 11121 .- J C.' 0 Z -17) Q o _ _ Ci - z 60'RELITE = I• 1 REPLACE MANUAL EDD WITH ELECTRIC 45` SCI FLOOR 1'-Q” b MINI SPLIT SYSTEM - C. /1/ - POWER ASSIST EOD BOTH DOORS FOR HVAC 7HI5 ROOM i1..T� Q . T - - i D l 1 l TI r � n 1 ' ' 4 el �—T n - I 1. ..... uLQ' , H QNO DATE: 4/1/19 - PARTITION AND POWER PLANIT 2 REFLECTED CEILING PLAN m PERMIT/BID C SCALE 118" = 11-0" A-2 SCALE 118" = 1'-0" W NOTE: REVISION ALL FURNITURE,WAREHOUSE RACKING,AND EQUIPMENT SHOWN HERE IS FOR CONSTRUCTION LEGEND REFERENCE ONLY AND NOT FOR CONSTRUCTION.TENANT IS RESPONSIBLE FOR DESIGN,PERMITS AND INSTALLATION. FINISH MATERIALS 1. 4/25/19 ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. I I EXISTING TO REMAIN 2. CARPET SQUARE TILE: EXISTING TO BE REMOVED 3 CPT SHAW CARPET INTELLECT 54845 SHARP 45515 r.—xxxxxxxxxZ;1 AIM WALL WITH INS TO CEILING GRID 4 - VINYL COMPOSITION TILE , © NEW WALL TO 12"ABOVE FINISH CEILING VCT ARMSTRONG STANDARD EXCELON, 51904 STERLING, 12"x 12" x 118" 5• ilk FINISH SCHEDULE . II IIII: ,,I . BASE NEW WALL TO GYP BOARD CEILING fi WALLS CEILINGS RF ARMSTRONG 4" FLAT RUBBER BASE, 60 JET BLACK, AT ALL CARPET AREAS. RM# NAME FLOOR BASET. (EAST 'SOUTH ;WEST MATERIAL 1HEIGHT RC ARMSTRONG 4" COVE RUBBER BASE, 60 JET BLACK, AT ALL HARD SURFACES. 100 SHOWROOM SC 4"RC E--WW-PGWB E-WW-PGWB E-PGWB E-PGWB E-SAT 8'6" 100 :R FOURPLEX RECEPTACLE , TEL/DATA MUD RING WITH PULL STRING 8. 101 OFFICE CPT 4"RF E-WW-PGWB E PGWB E-PGWB _ E-PGWB E SAT .8.-6- 101 PAINT: MILLER 110-4-10 ULTRA-LOW 102 SHARED OFFICE CPT 4"RF E-PGWB .E-PGWB E-PGWB E-PGWB E SAT 8%,6" -- 102 PT-1 SHERWIN WILLIAMS 7672 JNITTING NEEDLES (FIELD COLOR) b,Q DEDICATED OUTLET ELECTRICAL PANEL 103 CIRC. •�SC 4"RC 1 E-PGWB E-PGWB E PGWB E-SAT 8'-6" -- 103 PT-2 BY. SHERWIN WILLIAMS 6258 TRICORN BLACK (ACCENT COLOR) DRAWN - 104 �' EXISTING ELECTRICAL TO REMAIN 0 POWER J-BOX 104 WOMEN E- 1: •E 4"GT E-CTW-PGWB 'E-CTW-PGWB E-CTW-PGWB E-CTW-PGWB E-WBC 8'-6" PAINT ONLY THIS ROOM _ _ R.M. 105 MEN E-CT E-4"CT E-CTW-PGWB E-CTW-PGWB E-CTW-PGWB E-CTW-PGWB E-WBC 8'-6" ;PAINTONLYTHISROOM ;105 (AT ALL RESTROOMS USE MILLER 320 5 10 SEMIGLOSS ACRINAMEL) —�- PT-3 MILLER 130 1-05 PERFORMANCE PLUSS- FLAT- MIX IXX79W (WAREHOUSE WALLS) T * - FLUSH MOUNT FLOOR MONUMENT Wt POWER AND DATA 106 CIRC. SC 4"RC E-PGWB E-PGWB E-PGWB 1E SAT 8'-6" 1106 107 BREAK VCT 4'RC E-PGWB E-PGWB E-PGWB E-PGWB • 8'-6" -- 107 --- - DOORS, HARDWARE AND FRAMES DOORS PS RED OAK WITH PAC-LIGHT WATCO FINISH >< PARABOLIC . FIXTURE TILE k 108 OFFICE CPT 4"RF E-PGWB PGWB .PGWB E-PGWB SAT 8-6" 108 f- 2 X 4 FLUOR. m1 : EXHAUST FAN 169 IT SC 4"RC E-PGWB E-PGWB E PGWB E PGWB SAT 8-6" 109 _._ ___--- _--.- -- -' - - - -1- HARDWARE 625 POLISHED CHROME 116 WH RR E-CT E-4"CT E-CTW-PGWB E-CTW-PGWB E-CTW-PGWB E-CTW-PGWB 1E-WBC 8'-6" PAINT ONLY THIS ROOM 110 • SPRINKLER HEAD - FRAM(=S SMOKE WHITE 111 WAREHOUSE SC 14"RF E-PGWB E-PGWB E-PGWB E-PGWB I E-SAT 8'-6" -- 111 2 X 4 FLUOR.FIXTURE 112:WILL CALL 'SC 4"RC PGWB PGWB PGWB PGWB !WBC 8'-6" -- 1112 _ PARABOLIC LENSE/STEADY BURN BALLIST EXIT SIGN(LED RED) CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. - RECESSED INCANDESCENT LIGHT ON RHEOSTAT(TYP.) (pis HORN/STROBE FIRE ALARM A... 2 • SUPPLY DIFFUSER O SMOKE DETECTOR RETURN DUCT ® FIRE EXTINGUISHER IN RECESSED CAB. 0 THERMOSTAT ® FIRE EXTINGUISHER-SURFACE MOUNTED DETAIL GENERAL NOTES: i 2 ‘• � j" 14 1. FOR WALLS UP TO 14'-0"TALL, USE 362S125-30 MTL. STUDS @ 24"O.C. UNLESS I � CALLED OUT OTHERWISE IN DETAIL. USE 362T125-30 MTL. TRACK. 8" MAX. 8" MAX. I'S / / #3082 `� 2. FOR WALLS OVER 14'-0"TALL, USE 6005125-33 MTL. STUDS 16"O.C. UNLESS / ~ o @ • a o MARTIN W. HANSON CALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL. TRACK. p TYPICAL STUD 0 i o i LITE KIT WHERE -• 3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN i SPECIFIED 0 n J U ANCHORS AT 24" . 7FRAME TO MATCH DOOR z CLA KAMAS, OREGON 4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. 110114111, lir>N e ... may` a �/A (� 5. FOR W `__, :; i`� e e1 ----_,, - , Y2 ' �. e , v6 �n z l �` O ALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO , • J /z e e I N � �, ��/j W Oj,� 0� '1 8 e J 1- PROJECT FINISH SCHEDULE. TYPICAL TRACK I Ij e B 1 e\ _ U • • POWDER DRIVEN ANCHORS INSTALL STUDS WITH \ .yam^ + I ARMSTRONG BERC2 CLIP 0 ARMSTRONG BERC2 CLIP \O \ w PROJECT #19140 SAME DIMENSION(10" \� ``ate ATTACHED TO GRID ► UNATTACHED TO GRID ►• 0 1 U STRUCTURAL SUPPORTING CALCS: MIN.) FORBRIDGING ATTACHED WALL UNATTACHED WALL Z w , / N ADDITIONAL SWITCH w 1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER ALIGNMENT 1 o GANG LOCATION w 8"MAX HANGER WIRE W/STRUT AND SPLAY ¢ -F- + ALLOWABLE SHEAR=70 LBS • \ HANGER WIRE - c� O `` z "."",,,,,1' WIRES PER CEILING BRACING DETAIL o T ♦ _ O •V ' 2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL 1 r` (WIND) LOAD SHEAR=5 PSF* 12'-0"/2=30 PLF POP RIVET \ iii _ W +"' / �- POWDER DRIVEN CROSS TEE z__ ti - v / MAIN BEAM / CROSS TEE Q 11 3. ANCHORS AT 16"0/C = t !`"""• X ANCHORS AT 24"O.C. . " ••t�/ i i \ Q U 0 -11 SHEAR=30 PLF 16' / 12" 40 LBS *, �` I 1 l�J / j \‘1ELECTRICAL > - H z ♦ (1)#10-16 SCREW o 0 0o o -, 0 0 0 0 0 OUTLET OR w 4. UNITY CHECK ♦♦* PER STUD FLANGE o 0 o a o .=6 o 0 0� _ J-BOX co V �� 00000000000 � 00000 L 40 LBS/70 LBS =0.57< 1.0 OK ♦ FREE END FIXTED END(FULL 24" I .—N I I O = 5. ANCHORS AT 24"O/C AT WALLS WITH 7/8"ANGLE MOLDING 1" TILE SECTION) `r O c� w Q -i -----___•, \ 0 J = SHEAR=30 PLF*24"/ 12"=60 LBS ACOUSTIC INSULATION, POP RIVET z" 2"ANGLE MOLDING _ Co6. UNITY CHECK SET STUD TRACK IN UNATTACHED THIS SIDE 00 c i UNDERCUT DOOR AS � m � CONTINUOUS BED OF EXPANSION JOINT o REQUIRED TO CLEAR i 0 60 lbs/70 lbs=0.86 < 1.0 OK SEALANT. NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL \` '-‘I• FLOOR FINISH I Q O CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY (/) �1 GENERAL NOTES • 5 WALL BASE DETAIL 8• CEILING SEISMIC JOINTS 12 MOUNTING HEIGHTSC >_(13 A-3 SCALE 1" = 1'-0" A-3 SCALE 3" = 1'-0" A-3 SCALE 3" = 1-0" A-3 SCALE 1/2" = 1'-0" = ate N i 20 GA 3 5/8" METAL STUD BRACING TO ROOF FLOOR AND/OR ROOF STRUCTURE . 0 0) STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE 0 o ARMSTRONG BERC2 CLIP(AS ALTERNATE MEANS C'1 O O u" 2'-0" 2'-0" _ ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT OF CONSTRUCTION FOR THIS PROJECT.) W INTERSECTION WALLS. FASTEN EACH END WITH (1)#8 SHEET METAL SCREW ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE • Z PERIMETER 't N NNIS% OVER WALL a SOUND INSULATION 4'CENTERED APPROVED VERTICAL STRUT AT 12'-0"O.C. EA.WAY O co c0 BEGINING WITHIN 6'-0"OF THE PERIMETER OF EACH M RR ROOF DECKLo Lo CEILING SECTION. SEE STRUT DETAIL Q SUSPENDED CEILING OR BEAM - STRUTS AT FIXTED EDGES NOT ATTACHED TO THE _r_ BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE BLOCKING TYPICAL AT FASTENING POINTS. MAIN RUNNER TO THE BUILIDING STRUCTURE ABOVE. MTL. STUDS. i 7:3 ' A" - SUSPENDED CLG ASSEMBLY 5/8"GYP. BRD. BOTH SIDES m II 6° Fl1 a sa = .��. CENTER LINE OF STUD 45° CO w • °` =, ,: SECURE ALL HANGERS TO u) 0BLDG. STRUCTURE OR A • �;. \ -18" TRAPEZE FOR DUCT -- -- A. . ' — - 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS - ____ � ___ ` 20 GA 3 5/8" METAL STUD BRACING MAX AND/OR PIPE WORK / TO ROOF STRUCTURE AT 10'-0" COUNTERSLOPE HANGERS OC W/(2)#8 SHEET METAL 6'-O"MAX CROSS MEMBERS IF MORE THAN 1:6 OUT OF SCREWS AT EACH END. BRACING BOTTOM TRACK. BETWEEN MAIN PLUMB F TO BE PROVIDED WHERE DISTANCE RUNNERS MAIN RUNNERS AT 4'-0" , BETWEEN PERPENDICULAR INTERSECTING O.C. SUPPORT WITH#12 WALLS OR HORIZONTAL BRACING WIRE AT 4'-0"O.C. OR WITH N FINISH FLOOR-TOP OF SLAB _ ';.: _ BETWEEN WALLS EXCEEDS 12'-0"OC #10 WIRE AT 5'-0"O.C. / ` / NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY - 2 WALL SECTION WITH SOUND INS. 6 WALL BRACING DETAIL 9 CEILING BRACING DETAIL I.- A-3 • SCALE 1" = 1'-0" A-3 SCALE 3" = 1'-0" A-3 (0 .. 20 GA 3 1/2" METAL STUD BRACING TO ROOF .. STRUCTURE AT 10'-0" OC TO BUILDING STRUCTURE . 3 .. ,�, ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT INTERSECTING WALLS. FASTEN EACH END WITH . A c(1)#8 SHEET METAL SCREW WHERE REQUIRED - 15 . SUSPENDED CEILING 4 , , ,,,-----; 0_ , , . MTL. STUDS. _ -- • 5/8"GYP. BRD. BOTH SIDES ' r H CENTER LINE OF STUD O 0 . , _, r W o Cl_ = —; z._H W w � — cno ;.0 c0 • ::T::L :'< Z ~ 0 Q (n Z 3 OFFICE TO WAREHOUSE SEP. WALL I- Q ,q- o A-3 SCALE 1" = 1I-0" I_, °- 1,-- a DATE: 4/1/19 10' MAX SPAN i 5/8" PLYWOOD DECK WITH SHEET PERMIT/BID / METAL SCREWS SOLATION.BATT \ 8005250-54 METAL STUDS AT 16" REVISION I \ 0.C.,ALIGN WITH WALL STUDS METAL CEILING STUD LOAD I j ir , CHART MAX.SPAN 10' 1. 4/25/19 LMAX.SPACING 16" 2, r MAX. POINT LOAD 375 LB/STUD ,����� ,, 5/8"TYPE X GYP. BD.SCREW 3 ATTACHED 4. 5/8"GYP.BD. CENTER LINE OF STUD 5. zi 6. CL � v CL 7. wO ce 362S137-33 METAL STUDS AT 16"O.C. $. w 5/8"TYP.WR = GYP.BD. • DRAWN BY: BOTTOM TRACK. R.M.T. - • ACOUSTIC SEALANT IN 1/2"SPACE, EA SIDE. ` i' - FINISH FLOOR-TOP OF SLAB REST ROOM SIDE j j OFFICE SIDE . 4 7/8" A.. 3 4 WALL SECTION AT DRYWALL CEILING A-3 SCALE 1" = 1'-0" PROJECT NARRATIVE � c) �,y� PROJECT CONSISTS OF REMODEL WORK TO 8,890 SF OF OF EXISTING OFFICE AND ti� #3082 �oa�` A WAREHOUSE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL • vAT1N V . HANSON F l(?- STUDS, SUSPENDED CEILINGS, DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADAAk OREGONspa CLA Kaes, OREGON C REQUIREMENTS. & RECEIVED �' OF 00 Alt _ _ WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT APR 10 2019 D CITYOFPOARD BUILDING DIVISiON PROJECT #19140 PLUMBING WORK FIRE PROTECTION SPRINKLERING F Q HEATING, VENTILATION & AIR CONDITIONING WORK j dOlk (I i ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE z C) i • 1 I - ] K L BUILDING INFORMATION Q I J I - OWNER: PACIFIC REALTY ASSOCIATES, L.P. 0 0 15350 SW SEQUOIA PKWY #300 U) it BUILDING LOCATION I M 1 PORTLAND, OR 97224 > CO � (503) 624-6300 (PHONE) = a N I N I Q (503) 624-7755 (FAX) ' o ill 0 Lr) / 0 I ''. -• '',: ' '''' I 1 ' BLDG- #: pbc186 (Bldg. M) C o c4 z CONST. TYPE.: III-B Co a NOT TO SCALEo CD SITE MAP " ED THIS BUILDING HOUSES FIVE SEPARATE TENANTS INCLUDING THIS TENANT. THE 2pa EXISTING BUILDING ISA SINGLE STORY BUILDING OF 52,500 SF AND IS FULLY 5 SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST 79 FEET. cm ACTUAL BUILDING AREA TOTALSCO T U B OCCUPANCY = 14,099 SF 0_ B 2,510 B 350 B 3,323 �n B 2,429 B 2,550 — B 2,834 1 S-1 OCCUPANCY = 38,401 SF _ r;" --- L,, s,= _- _ ; �. 11 TOTAL 52,500 SF i 1 1 ,. 1 1 MIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3) re rT I 1 I ALLOWABLE AREA IS UNLIMITED. (OSSC 507.3) 1 . i r T r- i. . mi. 7 I _..J\A ;.t 1 ; a ��J i 1 _,- 1 TENANT INFORMATIONi 1 1 I TENANT: TUALATIN SOIL & WATER CONSERVATION DISTRICT Ilm Lr 1 1En ' THE PREMISES OCCUPANCY AREAS & LOADS: 1 1 8,890 SF TOTAL I1 2,937 SF OFFICE B 2,937 SF 30 OCC 3 . o - o a 0 . 1 o 0 1 a 1 S-1 5,953 SF 12 OCC 1 I TOTAL 8,890 SF 42 OCC 1 1 �" 1I 1 1 NUMBER OF EXITS REQUIRED imi B 103 I B 1 EXITS I I S-1 1 EXITSnil m S-2 5,324 S-2 4,350 'S-2 9,067 -' —VS-2 6,972 S- 6,734 --TS-2 5,953 �� ! - S� _ _ _ � i m m umi _ _ _ _ _ mik# PLUMBING FIXTURE CALCS AREA OF WORK OCCUPANCY WATER CLOSETS OCCUPANCY LAVATORIES Business B: 0-50 30.00 occ. 1:25 = 1.20 B: 0-50 30.00 occ. First 80 1:40 = 0.75 UCC o B: over 50 occ. 1:50 = 0.00 B: over 50 0.00 occ. Over 80 1:80 = 0.00 Z L Lil . Storage S-1/S-2: 12.00 occ. 1:100 = 0.12 S-1/S-2: 12.00 occ. 1:100 = 0.12 — Z TOTAL = 1.32 TOTAL = 0.87 ^ U 2 OVERALL BUILDING PLAN rn - o r A-o W PROVIDED: 3 WATER CLOSETS, 0 URINALS, 3 LAVATORIES w � c � Z2rn-1 iCODE SUMMARY w mo 121- ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL Z cci O z CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: Q • 2014 OREGON STRUCTURAL SPECIALTY CODE C Q • o • 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) H - N- 0- • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) DATE: 4/1/19 • 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) PERMIT/BID • 2014 OREGON FIRE CODE (OFC) REVISION DEFEIVI!kbt • ASCE-7-10 Fire SprinklerOFFICE COPY• ICC/ANSI A117.1-2009 1 Fire Alarm • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE2. Mechanical Plumbing CITY OF TIGARD 3. Electrical REVI ' D FOR CODE COMPLIANCE 4. Truss Engineering ,� -_, Approved:Shop Drawings �, �p I . Other �,. OTC: [ I - Permit #: ictip0 1(q -00O cf 6. Address: � ti. s%., p v r h .., e,,,17. Suite#: f "n 8. By �-t Date: CLI ! DRAWN BY: R.M.T. • CITY OF TIGARDA,.• 0 Approved by Planning Date: 9 /ff2—i IA ...___ .. initials: 4--�T 0. 01 00 00 GENERAL DATA 09 00 00 FINISHES a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. �w 1�''(� GENERAL REQUIREMENTS GENERAL ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. 1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. �� #3082 ,i4,,,A NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. WITH MILLER PAINT 6200 OR 4480. �J 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: 15.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. MARTIN W. HANSOM 4. GENERAL NOTES: 2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER 16.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEIILING. il CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDEREDMINIMUM 26 FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR. / . CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE b. PLASTIC LAMINATES SPRAY. 17.MINIMUM 26 GAUGEN DUCTWORK: CLA KAM'S, OREGON,1 THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. 3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE d. PAINT c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. 11) &EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 1- RAGS AT THE END OF EACH DAY. b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. �� DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS ;•;; 0 0 Y ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE f. TOILET PARTITIONS ' - d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH F LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE i , - AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. MINIMUM R4.2 INSULATION WITH FSK BARRIER. SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. g. HARDWARE ..- e. PROTECT WORK OF OTHER TRADES. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD 4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. 3` f. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. PROJECT-#19140 STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 ' INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 10 00 00 SPECIALTIES DEGREES. • _ • 5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE)OF TILE 10 28 13 BREAK COUNTER (CERAMIC,QUARRY OR PORCELAIN) f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. 6. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING 09 21 00 GYPSUM BOARD 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. . CARPETS. 10 44 16 FIRE EXTINGUISHERS 7. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND GENERAL 18.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. ROOF MEMBRANE TO MATCH THE EXISTING ROOF. 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) 19.DIFFUSERS: ^^,, 8. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN W DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. 1-0COMPANIES INCLUDE: INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), 11 00 00 EQUIPMENT a. ARROW ROOFING, 503-460-2767 • EACH SIDE AND OPPOSITE SIDES.. 1. DISHWASHER: GE GLDT696JSS STAINLESS STEAL-ENERGY STAR RATED. b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250; RETURN-BAR TYPE- • b. PACIFIC ROOFING,503-640-3163 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. 12 00 00 FURNISHINGS c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST L c. ROOF TOPPERS,360-574-7248 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. WYE BRANCH. d. GOT YOU COVERED ROOFING,503-975-9136 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH COAT(LEVEL 3 FINISH). PAINT AS INDICATED. 2. INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS. d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT 9. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS COMPLETION. • 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 12 23 16 CABINET SPECIFICATIONS AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 20.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE METAL STUDS. 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. HONEYWELL � E CIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL T88220U1003 ER S I LE. 10.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL NN(( ��(( P COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O APPROVED SI�BSTITU�E: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NOP374-2800 - �AY O O_ BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 3. HIGH PRESSURE LAMINATE P-LAM HPL ALL EXTERIOR SURFACES,INCLUDING 4"TOE KICK. EDGE BANDING PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY '^ CO ACTIVITIES. 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND PVC ACCEPTABLE),FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM - V J 4 PATCH HOLES READY FOR PAINT. (MATCHING THERMOSTATS AND BALANCE SYSTEM. 11.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD C RESTROOM FACILITIES. 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR MELAMINE FINISH. 21.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. CO 12.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT PAINT 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER 22.WAREHOUSE HEAT: \V PRE-CONSTRUCTION MEETIN?. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. T d 't 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16"PARTICLE BOARD WITH MATCHING P-LAM OR a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE Q COMMON BUILDING AREA BE USED FOR STORAGE. WALL CONSTRUCTION MATERIALS PVC EDGES. ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. 13.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. 1. PROVIDE STUDS,TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. 23.EXHAUST FANS: 0 Et 14.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. INSTALLATION. 0 7. FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT co 15.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL 8. THERE SHOULD BE 1/8"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS. CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. W O LC) ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS, 100 CFM WITH A c (n 0 ti 16.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 9. HINGES-BLUM#75M3580, 110 DEG.SELF CLOSING CLIP ON(OR EQUAL). SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. • > Z 17.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 10.DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING > Q PSI)G60. ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN.FOR HD AND FILE DRAWERS. MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. ( C.0 18.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR 11.PULLS-96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE "' LO I- co co ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, Cl) 19.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. AN APPROVED EQUAL. 12.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE(SPEC SHEETS)FOR EACH SINK. CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. O o o 20.PROVIDE"AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT" 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL •' a =v DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED C-36. CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASH d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- ''PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALSTO BE SEALED. MINIMIZE COUNTERTOP BUILD UPS AT FRONT AND BACK OF SINK CUT OUT TO INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. ROOFTOP MOUNTED FAN. FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL C-630. "AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED AND APPROVED. 7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR 13.KITCHENIBREAK ROOM CABINETS-BASE CABINET WITH P-LAM TOP ON PLYWOOD DECKING AND 4"BACK 24.HVAC TESTING. • TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.O. UPPERS 12"D X 36"H-ATTACH TO WALL a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, 21.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, (EXCEPTION: EXCEPTION AT LOCATIONS TO RELIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 24"DEEP. MICROWAVE SHELF 18"D WITH 3"RADIUS EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED OUTSIDE CORNERS. P-LAM AT TOE/BASE. ALL SHELVES ADJUSTABLE.PROVIDE HOLES AND POSTS(1 AT APPROVED PLANS AND SPECIFICATIONS. m TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD'/:"THICK WITH SQUARE,REINFORCED, BASE,2 AT UPPERS). WHETHER OR NOT SHOWN ON THE DRAWINGS. SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. 21 00 00 FIRE SUPPRESSION : DESIGN/BUILD b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN CO CO 22.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. _ 1. ADJUST EXISTING SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE C. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND 23."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD FILED WITH PACTRUST. ID PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO CL 24.D0 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. SYSTEM. INSTALLATION. 27.PROJECT CLOSE OUT DOCUMENTS REQUIRED: 25.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN WALL CONSTRUCTION EXECUTION 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. -- -TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLFn WITHOUT APPROVED SAMPLES ARE SUBJECT_CO _ MOVEMENT. NO"OOPS RINGS ALLOWED". b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. _ _ - _ __ , REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL 1. SCREWFASTE -FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING 22 00 00 PLUMBING : DESIGN/BUILD c. HARD COPY OF AutoCAD FILE ABOVE. REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD GENERAL REQUIREMENTS d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. MATERIALS LIGHTER THAN 18 GA. DIRECTED AT CONTRACTOR'S COST. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 26.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 26 00 00 ELECTRICAL: DESIGN/BUILD PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. 2. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE GENERAL SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE INSULATED. COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION 27.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT 3. WATER HEATER FOR BLOW(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V. PROVIDE HUB DRAIN AT 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR -'' LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE 4. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER 2• ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE STUDS AT CORNERS, POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG AVAILABILITY,(503)236-4148. 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. I- APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY PLUMBING-BREAK ROOM FIXTURES 4. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. THE ARCHITECT PRIOR TO INSTALLATION. 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR THE PROJECT. 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. 5. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. METER (In 28.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE BREAK ROOM SINK ELKAY LRAD221955(TOP MOUNT) IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) TENANTS MOVE-IN. WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 3. KITCHEN FAUCET-AMERICAN STANDARD COLONY SOFT SINGLE CONTROL FAUCET#4175.500 GENERAL 6. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. 4. INSTANT HOT WATER DISPENSER IN-SINK-ERATOR MODEL#H770-SS 3 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR 1-FOOT CANDLE. TO INSTALLATION OF NEW FLOORING. 7. FINISH QUALITY: 5. 1/4"COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF 7. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH AREA PROCESS TRADE NOMENCLATURE REQUIRED. HOUSING,WITH BATTERY BACKUP. A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 ' WAREHOUSE TAPE/FINISH COAT* TIGHT DOUBLE(LEVEL 3) PROJECT CLOSE OUT DOCUMENTS REQUIRED: 8. WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN. OFFICE/OTHER AREAS TAPE/2 FINISH COATS*/ SMOOTH FINISH TAPED(LEVEL 4) 1. PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION.INCLUDE THE FOLLOWING: 17% 01 73 29 CUTTING AND PATCHING "FIRST COAT" *SAND AFTER TAPE/FINISH COAT(S) a. DIMENSIONS (HORIZONTAL AND VERTICAL)OF BUIRED PLUMBING LINES INSTALLED OR DISCOVERED BY a. TRANSFORMERS TO BE ENERGY STAR LABELED. 1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. THIS CONSTRUCTION. b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. loW BEING UNDERTAKEN. b. LOCATION OF SHUT OFF VALVES C. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C SHOWNON PLANS.PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. 8. FINISH EXPOSEDAINTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS ANS. 23 00 00 HVAC : DESIGN/BUILD TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS nM 3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED.' OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM 09 53 00 SUSPENDED ACOUSTICAL CEILING GAS METER SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL 4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. ASSEMBLY AND CASE. UM SURFACES TO THE FULLEST EXTENT POSSIBLE METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR 11.FOR FLOOR POWER AND DATA ACCESS 5. PATCH WITH DURABLE,INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. 2. FOLLOW MANUFAC CURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING TO TENANT'S MOVE-IN. a. AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL 6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. HVAC-BID PROCEDURE b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS MIN.6"PENETRATION INTO EXISTING CONCRETE AND MIN.OF 6"EXPOSURE INTO POUR BACK.CENTER 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1"CONDUIT FOR POWER AND 2"CONDUIT FOR DOWEL IN SLAB DEPTH. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO PROPER WORKING ORDER. DATA. INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE U o 7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECT'S OPINION AND REPLACE AT NO SPRINKLERS 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. W CDT- ADDITIONAL COST. UNIT z W 5. PRODUCTS: 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. 02 07 25 PRECAST DRAIN 3. LIST TONNAGE OF EACH UNIT. Z F- 1.POLYDRAIN,MANUFACTURED BY ABT,WITH PERFORATED HEEL-PROOF GRATE IN PEDESTRIAN AREAS AND a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) 14.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. HVAC-DESIGN PROCEDURE 0 SLOTTED STEEL IN TRAFFIC AREAS. FULLY EMBED IN CONCRETE WITH EXPANSION JOINT ON EACH SIDE. b. TILES-ARMSTRONG FISSURED#705,24 x 24 x 5/8"W/ANGLED TEGULAR EDGE 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT ^ CO FOLLOW MANUFACTURERS'PRINTED INSTRUCTIONS. c. ACCESSORIES-MANUFACTURERS'STANDARD 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND • LISTED BELOW. SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE (i) g o N 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. CONDITION SO THAT CEILING TILES LAY 03 00 00 CONCRETE FLAT. 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR • w N REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA r Z 2 1. EXTERIOR FLAT WORK: 7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH.ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. INCLUDE THE FOLLOWING: U) Q17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE D _ a. 4"ROCK(3/4 UN-REINFORCEDMICONCRETE SLAB WITH AIR INTRAINMENT OVER 4"COMPACTED CRUSHED 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. a. DUCTING AND SIZES DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION W m O ROCK MINUS). OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING I„_, � � b. CONTROL JOINTS 5'O.C.MAX,EXPANSION JOINTS 20'O.C.OR AS SHOWN ON PLANS. 9. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. C. ROOF EQUIPMENT,SIZES AND LOCATIONS OFFICE LIGHTING V) ° Z C. BROOM FINISH WITH TOOLED EDGE EACH SIDE. < Q 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT U.N.O. d. UNITS REQUIRING DUCTED SMOKE DETECTION 07 00 00 THERMAL& MOISTURE PROTECTION NO MORE THAN MED 2500 TE S.F.THEC STATIONARYNTJ SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT 2. OFFICE LIGHT FIXTURES-LITHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE OR EQUAL.(NO SYLVANIA M J 1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH BALLASTS) • LL U W 2. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. 11.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS 3. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L06 AR LD MVOLT TRW • THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE ZONE DIAGRAM Q_ r-- D_ 3. AT ALL UN-USED EXISTING ROOF PENETRATIONS,REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL g. 4. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL 08 1 O 00 DOORS AND WINDOWS END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. HVAC DESIGN STANDARDS MOUNT. SEE PLAN FOR EGRESS PATH.USE OF;SOLITE INVERTER AS ALTERNATE TO BATTERY IS DATE: 4/1/19 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: ACCEPTABLE. 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). 5. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO PERMIT/BID 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. "VACANCY"AND TO TURN ON AT LAST DIM LEVEL. a. BAXTER AND FLAMING. (503)225-0486 WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A TENANT PRIOR TO CONSTRUCTION: REVISION b. D&D DOOR (503)205-5533 MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH a. EXTERIOR EXPOSURE AREAS b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD - c. BENSON INDUSTRIES (503)907-2200 A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. b. INTERIOR AREAS,SIZE AND USE c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD - -- • d. GRANT SUPPLY (360)887-0647 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. c. CONFERENCE/TRAINING ROOMS WAREHOUSE LIGHTING 1. • 3. DOOR AND RECITE FRAMES SHALL BE TIMELY,OR APPROVED. SUBMITTAL REQUIRED PRIOR TO ORDERING 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION 1• LITHONIA LIGHTING LED BAY LIGHTING IBG18L SEF AFL GND MVOLT 40K 80CRI LAOZU DWH. MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UN-ATTACHED AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. (warehouses over 20') • 2. 4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. 2. LITHONIA LIGHTING ELM LT EGRESS LIGHTING. 3. FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. , INCHES OF THE PERIMETER WALL. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. 5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 17.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE 4 6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. ZONES. 5. 7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. 19.BENT OR DAMAGED T-BARS TO BE REPLACED. 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. 8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR 20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH ACCEPTABLE. 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 6. APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 09 65 19 RESILIENT FLOORING-VINYL COMPOSITION TILE TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. . SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED 7. PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. TO A MONITORING STATION WITHIN THE BUILDING. SAMPLE. 2. INSTALL TILES IN QUARTER TURN PATTERN. 8. ' 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS f 9. ALL INTERIOR GLAZING SHALL BE TEMPERED. 09 91 23 PAINTING SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. 10.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE INTERIOR: 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8"LENGTH BELOW ROOFING. . DRAWN BY:: • WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. 1. WALLS: 11.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. a. PROFESSIONALLY SEE ROOF INN 1 CURBS AND PENETRATIONS THIS .BY PACTRUST APPROVED ROOF R• CONTRACTOR. DIVISION 1 GENERAL NOTES THIS PAGE. FINISH FOR AS NEW LOOK. b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 12.TOUCH UP ALL EXISTING INTERIQR DOORS AND FRAMES FOR AS NEW LOOK. 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. 13.OVERHEAD DOORS;WAYNE DALTON THERMOSPAN 125,EXTERIOR WHITE/STUCCO. FLUSH STEEL INSULATED, LATEX ENAMEL. c. CONDENSATE MUST BE TRAPPED AT UNIT. 2"THICK;STANDARD LIFT OPERATING STYLE WITH TRACK AND HARDWARE. OPERATION;PULL ROPE FOR 2. DOORS AND FRAMES: 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. DOORS TO 10'TALL,CHAIN HOIST FOR TALLER DOORS. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN 14.TUNE UP EXISTING OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: ROLLED APPLICATION. INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH CLAMPED(STAINLESS STEEL WORM GEAR). b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION 12.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND Am 1 c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S CORROSION WITH OIL BASED PAINT(COLOR GREY). c. REPLACE BENT TRACKS AND PANEL SECTIONS. PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, 13.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND d. REPLACE ROLLERS AND HINGES AS NEEDED. AND FINISH WITH SATIN OIL ENAMEL. RADIUS OF MANUFACTURER'S GUIDELINE. e. REPLACE ROPES AS NEEDED. d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS: • f. LUBRICATE ROLLERS 3. CEILINGS: a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. - i • ( 15 1 (17) 18 1516 1 18 <01) II/PC&__ #3082 1vARTIN W. HANSON ke---: n� ° I. 1 I — — f'► , 1 I. —� I I L. — — tp CLA KAMAS, OREGON rr s" ,c; �i I • J 0 &''' VqS^ '� - I k I ! �� O�� OFFICE / . I OF :r 1D1' — WATER SUPPLY 41 EXACT LOCATION T,B.D. I RELOCATE DOOR LPiT5C • SC .. I ¢,I /� dC PROJECT #19140 AND FRAME., •.I' • 'i is I. V I /`�� lI - - ----_--,u,--�� i _ `J RELOCATE DOOR n -1;' S' I• I- <: I' '10 I�® AND FRAME+' _ .rliilliii ifllllI.,. O I 1') ><- 0 � , I -- . SHOWROOM ► � U ` „ ill f = /—�.— F-_ [IDD III / k„ 1I I v SHARED OFFICE `, I 6" r-,- ' -- r--,--- --;-1 ___� �iD21 -z I '' 1 / �, II * III i � I �:C I ` I FLSEOOR CONC. FOR - • --- 1 _1::: X 4 _ J �i1 I FLDOR LOCATION FOR POWER AND DATA 1 › 1 I �' Cq • 1 LCL..". U' -� i io II I �` -..>< IA 11 /!I I1� f rnJ 1' V bT 1(YT '1 i I I - T I Q sc E_cT _+ Ii 1 I I C r OMEN 160 1 .. ^: — ' c O E . O BREAK 1ili1041 ID -T • �,,. M 1071 , 8'-0' `! A V • I- - — . . CIRC. �, _ . - 110s1 )3) X Ilit.lx -- - {� "1 I I i11111HIt;l.pr;�li l�Illi CIRC. MEN v COPIER '1 II 1pnll• .. , • i Q ri,I" N I•� Hsi I "' a II I I ull,,. �` N J . VI - I � � � [--% 108 , T III A 1 •— I ` JOD O Lf) N • El U B RELOCATE DOOR ' C { I - I 1J AND FRAME ' O F 7 ToT V llT T O 7 x , . OFFICE IT nWH RR I 6` l_k . _ RELAMP ALL OFFICE FIXTURES WITH 4100 LAMPS .}may z 11091 I 1101 I L O (NI CV Q CO C.0 .---) '108 1 X -- -- .. WAREHOUSE _ • H 111 0ALIGN I 1L/ q JL i �L OP • - f3 T 2 1 � - 313 - -. •1 • ADD DROP CEILING _ J"� '� AND SPLIT SYSTEM iAC UNIT RATED RO 6 ;.'.' 2.000 BTU LOAD "la IIV 6,k X 36 I 6" 6" x 361 4 co • y F^ CO •�. 6 . :. •.. ... aI W 1 l- is ! Q.. 1F f 43 A3 Fli - t--. &41 , -_ +Ii el • III �y• ih �-T - __,- - - -°u.�.. -- 1 -.. _ -- - - - -- - b I 1 10'� f �. ' 11'6" r 7'43" l[ tlel ISI , i� X . :, , � N. $ t I I 111 _ ro = 1 i- ' . !": - i CO 1 , - , - Tzs ,, -E,c, , , -(10 3 ,-,, LJ 3' I as i - -.,, a, �; is i' � � � !? LI m NIN N ! ! E-4 17% q : i. i:l II k I! . c ! - 4'-0" rl I l. I 1. � Al {i 1 ' v. _i I ILL' . W II s I II • - -- ,, — .. _.4• IZ - .j �� W � N _ fl • W m ? o z � a2 REPLACE MANUAL EOD WITH ELECTRIC 15 D BOTH DOORS a 1 a I— I- POWER ASSIST EO 1 I- I E I f1 I D . I ri\\dr I U 7r 0 --il CD DATE: 4/1/19 ri PARTITION AND POWER PLAN 2 CD - REFLECTED CEILING PLAN PERMIT/BID A-2 SCALE 118" = 1'-0" A-2 SCALE 1!8" = 1'-0" REVISION FINISH MATERIALS (FOR BUDGET ONLY) (20161 CONSTRUCTION LEGEND 1 . ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. 1 EXISTING TO REMAIN 2. CARPET SQUARE TILE: EXISTING TO BE REMOVED 3 CPT SHAW CARPET INTELLECT 54845 SHARP 45515 E><><><><><,<,<><><— : w NEW WALL WITH INS TO CEILING GRID 4 VINYL COMPOSITION TILE ,...----...g © NEW WALL TO 12"ABOVE FINISH CEILING VCT ARMSTRONG STANDARD EXCELON, (COLOR T.B.D.), 12"x 12" x 1/8" "r:� 5• FINISH SCHEDULE " BASE 6. !WALLS CEILINGS I - RF FLEXCO 4" FLAT RUBBER BASE, (COLOR T.B.D.), AT ALL CARPET AREAS. RMS INANE 'FLOOR BASE 'NORTH 'EAST 'SOUTH •WEST MATERIAL IHEIGHT 'REMARKS RM# RC FLEXCO 4" COVE RUBBER BASE, (COLOR T.B.D.),AT ALL HARD SURFACES. DUPLEX RECEPTACLE SPECIAL OUTLET 7 100 SHOWROOM SC 4"RC E-WW-PGWB E-WW-PGWB IE-PGWB E-PGWB E-SAT 8'-6" -- 100 iii FOURPLEX RECEPTACLE 44 TEL/DATA MUD RING WITH PULL STRING 8. 101 OFFICE CPT 4"RF E WW-PGWB 8' E-PGWB E-PGWB IE-PGWB E-SAT -6" -- 101 PAINT: 102 SHARED OFFICE CPT 4"RF E PGWB 'E-PGWB E-PGWB E-PGWBE-SAT 8'-6" 102 PT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC (COLOR T.B.D.), SATIN LATEX. °, ) DEDICATED OUTLET ELECTRICAL PANEL 103 CIRC. SC 4"RC ---• E-PGWB E-PGWB E-PGWB •E-SAT 8'-6" -- 103 PT-2 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC (COLOR T.B.D.), SATIN LATEX (ACCENT COLOR) DRAWN BY: • �i POWER J-BOX 104 WOMEN ECT E13"CT — 18'-6" PAINT ONLY THIS ROOM 104 (AT ALL RESTROOMS USE MILLER 320-5-10 SEMIGLOSS ACRINAMEL) 1 EXISTING ELECTRICAL TO REMAIN RM.T. 105 .MEN E-CT E-4"CT E-CTW-PGWB E-CTYV-PGWB E-CTW-PGWB E CTW-PGWB E-WBC E CTW-PGW8 E-CTW-PGWB E CTW-PGWB E CTW PGWB E-WBC 8'-6" PAINT ONLY THIS ROOM 105 PT-3 MILLER 130-1-05 PERFORMANCE PLUSS-- FLAT-"MIX IXX7JW (WAREHOUSE WALLS) 106 CIRC. SC 4"RC I E-PGWB E-PGWB E-PGWB E-SAT 8'-6" -- 106 FLUSH MOUNT FLOOR MONUMENT WI POWER AND DATA 107 ;BREAK VCT 4 RC1E-PGWB E-PGWB E-PGWB E-PGW8 E-SAT 8'-6" 107 LAMINATE: 108_ 'OFFICE CPT 4'RF I 1E-PGWB PGWB PGWB .E-_PGWB SAT 8'-6" 108 } PL-1 FORMICA (COLOR T.B.D.) ALL FACES 2 X 4 FLUOR.FIXTURE 2x2 ii EXHAUST FAN 109 11T SC 4"RC E-PGWB ,E-PGWB E-PGWB E-PGWB 'SAT 8'-6" -- 109 TILE 110 1WHRR E-CT E-4"CT IE-CTW-PGWB _ IE-CTW-PGWB E-CTW-PGWB E-CTW-PGWB E-WBC 8'-6" I PAINT ONLY THIS ROOM j110 PL-2 FORMICA (COLOR T.B.D.) COUNTER, B.S. AND SELF-EDGE. PARABOLICLENSE • SPRINKLER HEAD �_. ..4"RF IE-PGWB TECAB PULLS COLOR T.B.D. 111 :WAREHOUSE SC E-PGWB E-PGWB E-PGWB E-SATT {8'6" j 111 { '�41Uu 2 X 4 FLUOR.FIXTURE 112 TWILL CALL SC 14"RC PGWB PGWB `PGWB PGWB WBC 8'-6" I-- 1112 -dAII A.. PARABOLIC LENSE/STEADY BURN BALLIST A EXIT SIGN (LED RED) DOORS, HARDWARE AND FRAMES - DOORS PS RED OAK WITH PAC-L€CHT WATCO FINISH •" RECESSED INCANDESCENT LIGHT ON RHEOSTAT(TYP.) Ql s HORN/STROBE FIRE ALARM Am. 2 HARDWARE 525 POLISHED CHROME FRAMES SMOKE WHITE SUPPLY DIFFUSER O SMOKE DETECTOR CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. /� RETURN DUCT ® FIRE EXTINGUISHER IN RECESSED CAB. 0 THERMOSTAT FES, FIRE EXTINGUISHER-SURFACE MOUNTED DETAIL GENERAL NOTES: / 2' 1. FOR WALLS UP TO 14'-0"TALL, USE 3625125-30 MTL. STUDS @ 24"O.C. UNLESS �, o LO01) � #3082 � CALLED OUT OTHERWISE IN DETAIL. USE 3627125-30 MTL.TRACK. 8 MAX. 8 MAX. �cc o MARTIN W. HANSON '� 2. FOR WALLS OVER 14'-0"TALL, USE 600S125-33 MTL. STUDS @ 16"O.C. UNLESS Q. o CALLED OUT OTHERWISE IN DETAIL. USE 6007125-33 MTL. TRACK. p /,� /� i i o LITE KIT WHERE SPECIFIED • / TYPICAL STUD 0,0,,,,,„,N.,....... z tp CLA KAMAS, OREGON 3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN v FRAME TO MATCH DOOR ANCHORS AT 24"O.C. / �� �i _ 4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. ' \\ �o \`\ —� i 6,,• z ��% • • F ai% R WALL FINISHES FLOOR FINISHES AND WALL BASE TYPE REFER TO y � i;S/ \� ` o . - N �/ �/ J O 5. FOR '=` / // PROJECT FINISH SCHEDULE. -, `� \ ` j� a , �` , 0 TYPICAL TRACK \� \� o POWDER DRIVEN ANCHORS INSTALL STUDS WITH -"Ps 4 .'. ARMSTRONG BERC2 CLIP , O ARMSTRONG BERC2 CLIP 4 O ► w PROJECT #19140 •. ATTACHED TO GRID ► UNATTACHED TO GRID a - U SAME DIMENSION (10"–� t `•. w CO ADDITIONAL SWITCH STRUCTURAL SUPPORTING CALCS: MIN.) FOR BRIDGING ATTACHED WALL UNATTACHED WALL Z i / �, ,l GANG LOCATION w 1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER ALIGNMENT x1cc _ >, s"Max HANGER WIRE W/STRUT AND SPLAY a / O z ALLOWABLE SHEAR=70 LBS HANGER WIRE _ - o O f� `�rj WIRES PER CEILING BRACING DETAIL o • , \ _ (� 2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL POP-RIVET \ — w (WIND) LOAD SHEAR=5 PSF* 12'-0"/2=30 PLF CROSS TEE dr �..�i / POWDER DRIVEN / MAIN BEAM / CROSS TEE = Q = U +_ - 3. ANCHORS AT 16"0/C * •..... ANCHORS AT 24"O.C. • 1 1 a ' i., ELECTRICAL w Q SHEAR=30 PLF* 16"/ 12"=40 LBS * I %Tii w v > !— OUTLET z vs, N (1)#10-16 SCREW ��°oo °voo ° o ° ° o° 000ioo °oo ° �°oo ° 000° JBOXOR J � o L 4. UNITY CHECK * PER STUD FLANGE H ( Q 40 LBS/70 LBS =0.57< 1.0 OK . ' f FREE END \ FIXTED END(FULL 24" a 00 w Q 5. ANCHORS AT 24"0/C AT WALLS WITH 7/8"ANGLE MOLDING /— 1" _...__\\ TILE SECTION) !` p -' SHEAR=30 PLF*24"/ 12"=60 LBS ACOUSTIC INSULATION, POP-RIVET 2" _ 2"ANGLE MOLDING - Co Co 6. UNITY CHECK SET STUD TRACK IN A UNATTACHED THIS SIDE i i UNDERCUT DOOR AS '' v C EXPANSI)N JOINT b REQUIRED TO CLEAR o 60 lbs/70 lbs=0.86< 1.0 OK CONTINUOUS BED OF NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL •• . FLOOR FINISH 1 1 1 1 o c7 SEALANT. CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY GENERAL NOTES 5 WALL BASE DETAIL 8 CEILING SEISMIC JOINTS 12 MOUNTING HEIGHTS >. � 1 A-3 SCALE V = 1'-0" A-3, SCALE 3" = 1'-0" A-3 SCALE 3" = 1-0" A-3 SCALE 1/2" = 1-0" _ Q N FLOOR AND/OR ROOF STRUCTURE II 0 cm 20 GA 3 5/8" METAL STUD BRACING TO ROOF D o • STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE - ARMSTRONG BERC2 CLIP(AS ALTERNATE MEANS uJ 0 o to • 2'-0" y 2'-0" - ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT OF CONSTRUCTION FOR THIS PROJECT.) 2ti ti INTERSECTION WALLS. FASTEN EACH END WITH ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE •- Z 4 . (1)#8 SHEET METAL SCREW PERIMETER co . It111Moo . 4A&& OVER WALL CEILING 4'CENTERED APPROVED SECTION 6 EE STRUT DETAIL O.C. EA.WAY 2 2 O 0 o BEGINING WITHIN 6'-0"OF THE PERIMETER OF EACH ,� ROOF DECK - STRUTS AT FIXTED EDGES NOT ATTACHED TO THE SUSPENDED CEILING OR BEAM - t_ BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE BLOCKING TYPICAL AT FASTENING POINTS. MAIN RUNNER TO THE BUILDING STRUCTURE ABOVE. 2 MTL. STUDS. / I • • SUSPENDED CLG ASSEMBLY ► • m ;'�� 5/8"GYP. BRD. BOTH SIDES r 6 O Flco Q CENTER LINE OF STUD /� w w t C , l ;45 I / / _`� SECURE ALL HANGERS TO w ry '/‘ • t'� �(' BLDG STRUCTURE OR A O - r:., " i8" 1 TRAPEZE FOR DUCT w __- " - __- 3-1/2" BATT_INSUL. IN SOUND ATTENUATION WALLS __ I _ – 20 GA 3 5/8" METAL STUD BRACING _ _� MAX NI AND/OR PIPE WORK _ _ — _ _ – TO ROOF STRUCTURE AT 10'-0" OC W/(2)#8 SHEET METAL 6'-0"MAX COUNTERSLOPE HANGERS \____ CROSS MEMBERS IF MORE THAN 1:6 OUT OF BOTTOM TRACK. SCREWS AT EACH END. BRACING BETWEEN MAIN PLUMB • - -„ TO BE PROVIDED WHERE DISTANCE _ RUNNERS MAIN RUNNERS AT 4'-0" • BETWEEN PERPENDICULAR INTERSECTING O.C. SUPPORT WITH#12 WALLS OR HORIZONTAL BRACING WIRE AT 4'-0"O.C.OR WITH FINISH FLOOR-TOP OF SLAB q BETWEEN WALLS EXCEEDS 12'-0"OC #10 WIRE AT 5'-0"O.C. • V NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL - CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY WALL SECTION WITH SOUND INS. 6 WALL BRACING DETAIL CEILING BRACING DETAIL A-3 SCALE 1" = 1'-0" A-3 SCALE 3"..'=- 1'-0" A-3 U) j 20 GA 3 1/2" METAL STUD BRACING TO ROOF STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE 3 . ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT INTERSECTING WALLS. FASTEN EACH END WITH (1)#8 SHEET METAL SCREW WHERE REQUIRED • ri. SUSPENDED CEILING \ e•<:: —r MTL. STUDS. �- 5/8"GYP. BRD. BOTH SIDES �` CENTER LINE OF STUD CC F Z2 • , U Z H W � o 1 U7 � � N BOTTOM TRACK. c Q W = CD cc O FINISH FLOOR D p Q a, ar n/ USW C33 OFFICE TO WAREHOUSE SEP. WALLatiaSCALE 1" = 1'-0" DATE: 4/1/19 PERMIT/BID REVISION 1. 2. . 3. 4. • 5. • 6. 7. 8. DRAWN BY: R.M.T. • .