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Plans (4) BUP20 12 - 00190 #3082 MARTIN W. HANSOM 5:U 12ND AVENUE - _ - TENAN"" IMPROVEMENT �G� KAM S, O�E�ON�. F / C Off' / OF PROJECT #12560 �a \moo H SPIRITS, INC. 49, TUILDING LOCATION PROJECT NARRATIVE PROJECT CONSISTS OF REMODEL WORK TO 10,351 SF OF EXISTING OFFICE AND ---� WAREHOUSE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL A STUDS, SUSPENDED CEILINGS, DOORS/FRAMES AND PAINTING. ALL WORK TO MEETDA con !Q 1 SITE MAP REQUIREMENTS. aN z � A-1 NOT TO seA1.,1r ao WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT NN PLUMBING WORK o 0 a . .,.., FIRE PROTECTION SPRINKLERING aw HEATING, VENTILATION & AIR CONDITIONING WORK ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE (4 '�\ a 7 s s Wr A ----- ...J, BUILDING INFORMATION h OWNER: PACIFIC REALTY ASSOCIATES, L.P. ' I I 15350 SW SEQUOIA PKWY#300 41. I i C PORTLAND, ORE 97224 L (503) 624-6300 (PHONE) (503) 624-7755 (FAX) BLDG. ##: PBC BLDG. I (pbc165) CONST. TYPE.: 11-B THIS BUILDING HOUSES MULTIPLE SEPARATE TENANTS INCLUDING THIS TENANT. THE EXISTING BUILDING IS A SINGLE STORY BUILDING OF 33,000 SF AND IS FULLY •r... �' AREA OF WORK SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST 55 FEET. ACTUAL BUILDING AREA TOTALS 2 OVERALL BUILDING PLAN " B OCCUPANCY — 6,685 SF S-1 OCCUPANCY = 16,774 SF A-1 1/32"= 1�-�,, H-3 OCCUPANCY = 9,541 SF TOTAL 331000 SF OCCUPANCY LEGEND B SEPARATED OCCUPANCIES (508.4) 5,311 SF S-1 ALLOWABLE AREA U 18,148 SF x H-3 OCC AREA SPRINKLER TOTAL 9,541 SF TABLE 503 INCREASE 506.3 ALLOWED °r ,... ... ... ... �. ... �.. ... �.■„ B 19,000 + 38,000 - 57,000 SF 0 - ----- S-1 17,500 + 35,000 = 52,500 SF � t Q � A H-3 13,000 NOT ALLOWED - 13,000 SF y 1-HOUR SEPARATION REQUIRED BETWEEN B, S-1 AND H-3. a ., f < z 0 PLEASE REFER TO CONSULTANT REPORT REVISION D 110/5/12 Rev#110/8/12 Permit z , TENANT INFORMATION Rev#2 10/18/12 TENANT: INDIO SPIRITS INC. City of Tigard Approved Plans OCC AREAS LOAD REQ. EXITS s,{y By Date B 810 SF 9 OCC 1 EXIT . t, : l ,C.�.+77' -- -- H-3 9,541 SF 10 OCC 2 EXITS TOTAL 10,351 SF 19 OCC REV1S1 N ... .■r ... �. ... .�.r ... M=O DRAWN BY: AREA OF WORK Ron Tesch Approved puns shalt be on job site. DATE: 9/28/12 BID SET OFFICE COPY 3 BUILDING OCCUPANCY PLAN A'1 1/32"= 1'-0te BUILDING DEPARTMENT USE 0100 00 GENERAL DATA 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COATAND TWO FINISH COATS WITH SANDING BETWEEN 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. 7. WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE 0 GENERAL REQUIREMENTS FINISH COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED. NO"OOPS RINGS ALLOWED". 208V/120V POWER FROM THE 48OV/277V SYSTEM. SIZE TO BE BIDDER DESIGN. ZD 1. ALL CONSTRUCTION WORK SHAL L BE DONE IN COMPLIANCE WITH THE LATEST EDITION OFTHE OREGON 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 3. TANK ROOM SPRINKLERS: HIGH TEMP K=8.0X182"NPT AT NEW CEILING. NO CHANGE TO ROOF SPRINKLERS. a. TRANSFORMERS TO BE ENERGY STAR LABELED. 'L COAT. PAINT AS INDICATED. STRUCTURAL SPECIALTY CODE,AN D ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THATAPPLY. 23 00 00 HVAC :DESIGN I BUILD b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTOTHE INTERIOR. 4. IN FINISHED SPACES FURR-0UT BUILDING COLUMNS AND EXTERIOR WALLS WITH 518"GYPSUM BOARD OVER � X3082 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND METAL STUDS. GAS METER c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f�,� CLA KAM S, OREGON THE CONTRACTOR FOR CLAIMS ARISING AS A RESULTOF FAILURE TO PERFORM SUCH INSPECTION. HVAC-BID PROCEDURE 7. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION, 9. FOR FLOOR POWER AND DATA ACCESS IN BUILDINGS WITH ACCESS BELOW FLOOR,USE WIREMOLD RC7 ✓ 4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN FLUSH POKE-THRU SERIES OR EQUAL. FOR SLAB ON GRADE INSTALLATIONS USE RACOSM11,2 AT EACH EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK WALL CONSTRUC71ON MATERIALS PROPER WORKING ORDER. LOCATION TO SEPARATE POWER AND DATA WITH 1"CONDUIT FOR POWER AND 2"CONDUIT FOR DATA. DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT CONDITIONS REPORT OF EACH 10.TELECOMMUNICATION SYSTEM BY FUTURE TENANT, v ®l( ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE INSTALLATION. UNIT . LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST),CLEANING AND ALL PREPARATION OF SUBSTRATE 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL 3. UST TONNAGE OF EACH UNIT. 11LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEANUP. PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. 12.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. PROJECT #12560 4. REPLACE ALL HVAC DIFFUSER AND RETURN GRILLS IN OFFICE AND TASTING AREAS. PROJECT tt 1 V 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. 13.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TOASTM A446/A 446 M GRADE A(33000 HVAC-DESIGN PROCEDURE AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND INTENSION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. PSI)G60 USE EXISTING ANDIOR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE TRAY OPERATE L� 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR LISTED BELOW, IN ACCORDANCE WITH APP ROVED PLANS AND SPECIFICATIONS. T 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING AN APPROVED EQUAL. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR 14.REQUIRED IN DIVISION 15,PROVIDE MONITORING OF HVAC EQUIPMENT PER CODE. CARPETS. REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH 15.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA 5. STANDARD GYPSUM RD SHALL BE TYPE°X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF C-36. 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. MEMBRANE AS NEEDED. 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THIGK WITH TAPERED EDGES. CONFORMING TO ASTM INCLUDE THE FOLLOWING: 16.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE M 9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED C-630. a. DUCTING AND SIZES DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION !� V COMPANIES INCLUDE: 7. AT FRP,PLASTIC LAMINATE,ETC.,WAINSCOT PANELING INSTALL WATER-RESISTANT GYPSUM BOARD. b. SUPPLY AND RETURN LOCATIONS AND CFM OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OFA PULL STRING OFFICE LIGHTING a. ANDERSON ROOFING, (503)294-0202 8. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. c. ROOF EQUIPMENT,SIZES AND LOCATIONS b. PACIFIC ROOFING (503)640-3163 d. UNITS REQUIRING DUCTED SMOKE DETECTION 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT U.N.O. �y 9. USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH OFFICE LIGHT FIXTURES- LITHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE OR EQUAL.(NO SYLVANIA c. GRIFFITH ROOFING (503)643-1596 SYSTEM. e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 2. BALLASTS) 10.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS WALL CONSTRUCTION EXECUTION f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 3. RECESSED DOWN LIGHT: LITHONIA LF6N,26DTT LAMP,F80SA RELFECTOR. 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING g. ZONE DIAGRAM WAREHOUSE LIGHTING p 11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW HVAC DESIGN STANDARDS ® S COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD 1. RE-LAMP EXISTING FLUORESCENT FIXTURES AS NEEDED. BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION MATERIALS LIGHTER THAN 18 GA. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: ACTIVITIES. TANK ROOM LIGHTING 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 1. 350 SQUARE FOOT PER TON. 1. 1 X 4 SURFACE MOUNTED EXPLOSION PROOF LIGHTING. LAYOUT AS SHOWN. 12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE AS WELL AS CRITERIA PROVIDED TO PACTRUST BY RESTROOM FACILITIES. FASTENERS SHALL BE AT LEAST 3INCHES FROM THE EDGE OF CONCRETE SLABS. EXTERIOR LIGHTING TENANT PRIOR TO CONSTRUCTION: 13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION 1. ENTRY LIGHTING AT RECESSED OPENINGS: LITHONIA LF6N,26DTT LAMP,F60SA RELFECTOR.(EMERGENCY a N PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT a. EXTERIOR EXPOSURE AREAS BATTERY PACK OPTION EL) • CV COMMON BUILDING AREA BE USED FOR STORAGE. LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE b. INTERIOR AREAS,SIZE AND USE 32 00 00 EXTERIOR IMPROVEMENTS 0S JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE ® �n 14.KEEP THE ROOF FREE OF DEBRIS(LE.NAILS,SCREWS,BOTTLES,ETC.)AT ALLTIMES. c. CONFERENCE/TRAINING ROOMS =h STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP PRIOR TO ANY EXTERIOR EXCAVATION OR BORING,GENERAL CONTRACTOR SHALL OBTAIN AN UNDERGROUND 9 � 15.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TOTHE TRACKS. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION UTILITY LOCATE. Q+O 16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR AND 24-HOUR USE. W 414 ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. THE PROJECT. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE 8 EXPOSURE CRITERIA. ihh���lli C4 17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 5. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. r�' VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3TONS SHALL BE SPLIT INTO MULTIPLE 18.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. 6. FINISH QUALITY: ZONES. 19.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. AREA PROCESS TRADE NOMENCLATURE 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY 8 RETURN GRILLES. 20.PROVIDE"AS-BUILT"DRAWINGS OFTHE WORKAT THE CONCLUSION OF CONSTRUCTION."AS-BUILT' WAREHOUSE TAPE/FINISH COAT' TIGHT DOUBLE 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. W. W DRAWINGS MAYBE IN THE FORM OFTWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED 6. UNITS: LENNOX,TRANS,YORK OR CARRIER-7112-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 71/2 PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS TONS SHALL HAVE SPECIAL APPROVAL BY BUILDING OWNER. SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PACTRUST MAY HOLO USG"FIRST COAT" 'SAND AFTER TAPE I FINISH COAT(S) CONTRACTOR'S FINAL PAYMENT UNTIL"AS-BUILT"DRAWINGS AND 08 M MANUALS HAVE BEEN RECEIVED 7. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 7. HVAC UNITS WITH EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE AND APPROVED. SHOWN ON PLANS. CONNECTED TOA MONITORING sTXTRNWITHIN THE BUILDING. 21.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, SUSPENDED ACOUSTICAL CEILING 8. ROOF TOP UNITS SHALL BE PLACED 24°MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS QQ 53 00 FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON STRUCTURAL CALCULATIONS BY ENGINEER. TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 1. IN EXISTING SPACES REPLACE ALL CEILING TILES WITH NEW. 9. CURBS: 14"CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS BELOW WHETHER OR NOT SHOWN ON THE DRAWINGS. 2. TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. ROOFING, 22.1 TEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". 3. BENT OR DAMAGED T-BARS TO BE REPLACED. a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF 23."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 4. REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4 EXPANSION SLEEVE ACCEPTABLE. b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. 24.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. y� o 25.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN 09 6519 RESILIENT FLOORING-SHEET VINYL FLOORING c. CONDENSATE MUST BE TRAPPED AT UNIT. TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO 1. SEAL THE EDGES OF THE SHEET VINYL FLOORING TO THE CONCRETE FLOOR WITH A CONTINUOUS BEAD OF 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE APPROVED METHOD. REPLACEMENT AT CONTRACTOR COST. APPROVED SEALANT. SET THE 6"VINYL COVE BASE INTO AFRESH BED OF SEALANT TO SEAL THE BASE TO 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN THE SHEET VINYL MITER THE CORNERS AND APPLY A BEAD OF SEALANT TO SEAL THE JOINT. INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND PLUMBING M MBING SYSTEMS(INCLUDINGFIREPROTECTIONSYSTEMS}. SUBMIT a 26. COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND 09 6519 RESILIENT FLOORING-VINYL COMPOSITION TILE CLAMPED(S.S.WORM GEAR). PLU SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE 1. EXTEND FINISH FLOORING UNDER CASEWORK. 12.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR, 2. INSTALL TILES IN QUARTER TURN PATTERN. CORROSION WITH OIL BASED PAINT(COLOR GREY). 27.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 13.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER 09 9123 PAINTING RADIUS MANU FACTURER'S GUIDELINE. LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OFTHIS TYPE OF SYSTEM. COORDINATE INTERIOR: 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS: INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE 1, WALLS: i� CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY a. PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD"SUPER SEAL"PRIMER. b. BAROMETRIC RELIEF ON 5 7112 TON UNITS. THE ARCHITECT PRIOR TO INSTALLATION. b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S WW OR 28.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 4480 WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER'S SIG LATEX ENAMEL. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 2. DOORS AND FRAMES: d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. GENERAL 15.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL. 16.DROP CANS TO FULL SIZE OF UNIT CURB OPENING. MINIMUM 26 GAUGE WITH SUPPLY AIR. EDGES OF SUPPLY TO INSTALLATION OF NEW FLOORING. b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH RONDO,SAND AND PRIME PATCHES WITH AIR SEALED. DROP CANS TO BE EXTENDED TO WITHIN 2'OFCEILING. 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL, 17.DISTRIBUTION DUCTWORK: A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEELCLAMPAND SEALED WITH VULKEM921 c. NEW WOOO-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. PAINTER'S PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX a. SPIRAL ONLY IF EXPOSED. CAULK,AND FINISH WITH SATIN OIL ENAMEL. b. 26 GAUGE OR TO SMACNA STANDARDS IF PIPE IS CONCEALED ABOVE DROP OR HARD CEILING. 01 T3 29 CUTTING AND PATCHING d. EXISTING WOOD-PREP,REPAIR IMPERFECTIONS,PRIME AS REQUIRED,AND REPAINT WITH SATIN OIL 1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK ENAMEL. IF FINISH IS NOT PAINTED,TOUCH UP STAIN,SEALAS REQUIRED,AND RE-VARNISH WITH SATIN c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH s MINIMUM R4.2 INSULATION WITH FSK BARRIER. BEING UNDERTAKEN. VARNISH. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD 2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. 3. CEILINGS: HANGERS AND FULL DIAMETER STRAP UP TO 19'0. LARGER THAN 18"MUST HAVE SADDLE TYPE 3. PERFORM CUTTING USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED. a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO CLAMP. 4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480. e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 SURFACES TO THE FULLEST EXTENT POSSIBLE b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE DEGREES. 5. PATCH WITH DURABLE,INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. WITH MILLER'S 6200 OR 4480. f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. 6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE i!3 x 12" 4. GENERAL NOTES:LONG REBAR DOWELS AT 24"O,C. MIN.WITH g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. MIN.2"PENETRATION INTO EXISTING CONCRETE AND MIN.OF Ur EXPOSURE INTO POUR BACK.CENTER a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OFALL PAINT SPLATTERS,DRIPS,OR ROLLER 18.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. r/+ DOWEL IN SLAB. SPRAY. �1 19,DIFFUSERS: 7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECTS OPINION AND REPLACE AT NO b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. ADDITIONALCOST. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OFALL PAINT MATERIALS,RUBBISH,CANS,AND TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL, 05 00 00 METALS RAGS AT THE END OF EACH DAY. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING b. GYP. 35D.CEILING;SUPPLY-CURVED BLADE-1/ORO DESIGN TITRATE 250;RETURN-BAR TYPE-DESIGN 1. MISC.NON-GAUGE METAL SUPPLEMENTAL TO STEEL DOCK STAIR. TITUS 350;EXHAUST-METAL OR ALUMINUM-12"x 112"EGG CRATE DESIGN TITUS 50F. 2. PIPE RAILINGS FOR ADA RAMP AND STAIRS AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. e. PROTECT WORK OF OTHER TRADES, WYE BRANCH.c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT/OR NEAR CLOSEST OT 00 00 THERMAL&MOISTURE PROTECTION f. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. a 1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT EXTERIOR: COMPLETION 2. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. 1. WASHING: 20.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE 3. AT ALL UN-USED EXISTING ROOF PENETRATIONS,REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB822OU1003 WHERE POSSIBLE. � a. ALL SURFACES TO BE PAINTED ARE TO BE PRESSURE WASHED USING A PRESSURE WASHER WITH A APPROVED SUBSTITUTE: TOTAL-LINE SIGNAtURE COMMERCIAL THERMOSTATMODEL NO P374-28W -7 DAY 08 10 00 DOORS AND WINDOWS MINIMUM PRESSURE OF2500 PSI. PROGRAMMABLE WITH LOCKOUT U I -AUTO CHANGEOVER LY. MOUNT AT ADAH (MAY N 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE b. AFTER WASHING: REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM ul Cy 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 2. DO NOT PAINT OVER DIRT,RUST,SCALE,GREASE,AND MOISTURE. SCRAPE ALL SURFACES TO REMOVE ANY THERMOSTATS AND BALANCE SYSTEM. 0 Q 1 V pth� a. BAXTER AND FLAMING. (503)225-0486 SCALE. 21.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. b. D 8 D DOOR (503)205 5633 3. ALL IRREGULAR SURFACES TO BE FEATHERED OUT AT EDGES BY SANDING. 22.WAREHOUSE HEAT: 4. ALL METAL SURFACES WITH VISIBLE SOILING TO BE WIPED WITH APPROPRIATE THINNER TO CLEAN. a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE c. BENSON INDUSTRIES (503)907-2200 ENERGY CODE REQUIREMENTS. PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. d. GRANT SUPPLY (360)887-0647 5. SPACKLE ANY IMPERFECTIONS IN SURFACE WITH EXTERIOR SPACKLE,SPOT PRIME PRIOR TO INSTALLATION ® Q OF FINISH COATS. 23.EXHAUST FANS: W 3. DOOR AND RELITE FRAMES SHALL BE TIMELY,OR APPROVED. SUBMITTAL REQUIRED PRIOR TO ORDERING 6. CAULK SEAMS AT JUNCTION OF ADJOINING SURFACES WHERE OPENINGS ARE VISIBLE TO THE EYE. a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT W MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. 4. EXTERIOR DOORS AND FRAMES TO BE HOLLOW METAL. FRAMES OF ONE-PIECE WELDED CONSTRUCTION, 7. NEW-PRIME WITH ALKYD OIL PRIMER,FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE UNIFORM COVERAGE. COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS,100 CFM WITH A '� t Q 14-GA.GALV.SHEET STEEL DOORS,SDI-100,GRADE 11,SEAMLESS EDGES,I6 GA.GALV.SHEET STEEL. 8. EXISTING-SPOT PRIME RAW AREAS WITH ALKYD OIL PRIMER AND FINISH WITH SEMI-GLOSS ACRYLIC TO SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.60R LESS: a C4 W FABRICATE DOORS AND FRAMES WITH HARDWARE REINFORCING WELDED IN PLACE. ACHIEVE UNIFORM COVERAGE. b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING 5. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, a. GALVANIZED METALS: MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. 9. NEW-TREAT WITH GALVAWASH,PRIME WITH ALKYD PRIMER,AND FINISH WITH EXTERIOR ACRYLIC TO c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE REVISION !SIO 6. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. ACHIEVE UNIFORM COVERAGE. ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, 7. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 10.EXISTING-SPOT PRIMER WITH ALKYD OIL PRIMER AND FINISH WITH EXTERIOR ACRYLIC TOACHIEVE UNIFORM CONTROLS AS REQUIRED BY DESIGN.COOKAGE-DSERIES OR EQUAL. S. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. COVERAGE. d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEETTHE ABOVE MINIMUM REQUIREMENTS- ADD 1 10/5/12 a. ALUMINUM -NEW OR EXISTING,PRIME ALL RAW ALUMINUM WITH VINYL WASH PRIMER AND FINISH WITH INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,WILL REQUIRE THE USE 9. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR OF A ROOFTOP MOUNTED FAN. HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OFTHE FINISHED DOOR SKIN W/STAIN AND FINISH EXTERIOR ACRYLIC TO ACHIEVE A UNIFORM COVERAGE. ReV#1 1®/8/12 Permit 24.HVAC TESTING. APPLIED(IF NEW S ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 11.CONCRETE WALLS: SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, Rev 2 10/18/12 PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL a. NEW-PRIME WITH KRILL PRIMER SEALER AND FINISH WITH HIGH SHEEN KRILL TO ACHIEVE UNIFORM EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH SAMPLE. COVERAGE. APPROVED PLANS AND SPECIFICATIONS. b. EXISTING-SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH TO HIGH SHEEN KRILL TO ACHIEVE 10.ALL INTERIOR GLAZING SHALL BE TEMPERED. b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN 11.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLEUNIFORM COVERAGE ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. 1000 00 SPECIALTIES CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 118"LENGTH c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. 10 2813 REST ROOM ACCESSORIES(SINGLE OCCUPANCY) FILED WITH PACTRUST. 12.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP 1. REUSE EXISTING ACCESSORIES WHERE POSSIBLE. 25.PROJECT CLOSE OUT DOCUMENTS REQUIRED: FINISH FOR AS NEW LOOK. 2. PAPER TOWEL DISPENSER,SURFACE MOUNTED(ONE PER REST ROOM)BOBRICK B-262 a. AutoCAD FILE SHOWING AS-BUILT INFORMATION; 13.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. 3. LAVATORY MOUNTED SOAP DISPENSER 34 FL OZ.,5'SPOUT LENGTH BOBRICK B-8226 b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. 09 00 00 FINISHES 4. SURFACE WALL MOUNTED SOAP DISPENSER BOBRICK 84112(use with wail hung sine) c. HARD COPY OF AutoCAD FILE ABOVE. GENERAL 5. SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER BOBRICK 8.28W d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. DRAWN BY: 6. SURFACE MOUNTED TOILET SEAT COVER DISPENSER BOBRICK B-4221 e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED, 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: 7. MIRROR STANDARD SIZES 114"PLATE',MIRROR WITH EDGES"FLAT GROUND"BOTTOM EDGE SUPPORTED BY A 26 00 00 ELECTRICAL : DESIGN I BUILD Ron Tesch a. FLOOR COVERINGS AND BASE CONTINUOUS BRIGHT CHROME'7SCREWED TO THE WALL TO CARRY THE WEIGHT OF MIRROR ETAL,5/16'X 31W HT OF EXPOSED FACE)WITH CONCEALED LEG GENERAL DATE:7+L+. ({4/2p/12 b. PLASTIC LAMINATES 1. ALL ELECTRICAL FEEDS TO OUTLET,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM CEILINGS U.N.O. 1JA L" T7/ O/ c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 8. GRAB BAR SATIN FINISH BOBRICK B-6906 SERIES EXCEPT FOR HORIZONTAL RUNS UNDER WINDOWS AND FIXTURES ON THE SAME STUD. BID SET d. PAINT 10 4416 FIRE EXTINGUISHERS 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOWSILLS TO BE ROUTED THROUGH BUILDING e. TILE,MARBLE,GRANITE,STONE,AND GROUT 1. FIRE EXTINGUISHER 2A10 8C (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. f. TOILET PARTITIONS 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODELOC1027V10. 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE;IDENTIFYING CORRESPONDING PANEL AND BREAKER. g. HARDWARE 2 00 00 FURNISHINGS 3. PROVIDE UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. 3. EXTEND FINISH FLOORING UNDER ALL NEW CASEWORK. 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. 4. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO 09 2100 GYPSUM BOARD 2. INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS. TENANTS MOVE-IN. GENERAL 2100 00 FIRE SUPPRESSION :DESIGN/BUILD 5. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN PATH SHOWN ON PLAN EQUALTO 1-FOOT 1. ADJUST SPRINKLERS BELOW SUSPENDED CEILING PER CODE. SPRINKLER HEADS SHALL BE CENTERED IN 2 X CANDLE. 1. ALL GYPSUM BOARD TO BEA MINIMUM OF 5/8"THICK VERTICALLY ATTACHED 70 METAL STUDS 24"O.C.WITH 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD CEILING AREAS 6. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE HOUSING, 1"TYPE 5-12 SCREWS 12"O.C.UNLESS OTHERWISE NOTED. (GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. WITH BATTERY BACKUP. wwl�wl�l #3082 , 10) � � MARTIN W. NANSON (13) i / A 00&1016, CLA KAM S, OREGON I � I I I t 1 OF PROJECT#125+60 _---------------------- ___---__ _____-________ __�-------____ _____ __. _.____. --�--------_--_ _______-- ------------------------ _____ ___. ____-----____-- ----------------- - ---------------------- I ! 1 ENO LP SC 105 ,r � I I � ; �• I _. OFFICE , REMOVE ENTRY INSTALL 2X4P� U7dBFDcfitXS MOW LENS LOW FES `=< l ELOCOITF1?FROM 7 fl00(Y0. _ I I I 1 HEA OUIT! 00 sc STAIN _ TASTING DRAIN. FI-00-1 G7 Of PAINT ROOM PT-2 � I r� I17 OFFICE _ i __ _ SAN SEW LINE t i # t 106 4 1'U' j `J ,3 ! Rr N c� . OFFICE �°❑ 109 I { ..— ! srAtN -. CIRC. t 107 + 44 I RR BOTTLING RR RR 110 ° 111 103 102 # } tip W 1 I I 4 4 INSTALL.NEW HOSE 810. LM i E108TiN0 I I lel ! I _ 104 i i i RINfT#iEAI$i I I v, ,.s I S FOVIOVE 3 UNTHEATER U� iWATER .Q 90 MIN 1 O7 TALL ROLL UP E 'I W TALL OMU CONTAIN ENT WALL FIFE DOOR. SMOI� 1 t DETECTOR ON EACH SDE 03 l 3 AROUNDTANKS AS SF1OWN. PROVDE m I OF DOOR. TAWS OVERFLOW DRAIN T O EXtEAIUR THRO"WALL PATCH ALL09ACKS 113 I i AND APPLY PANTED ON EPDXY ON FLOORS AND CONTAMENT WALLS. I WAREHOUSE I ` a 3 C + i 112 PROVIDE 90 MM ACCESS DOOR ABOVE j g a3 OONCAINMENT WAL I 3� O 3 f IN FRONT OF rANK ROOM canro FROM w� �,��� � r f � I WE LK)CA71ON L.B.D. OVERHEAD DDDR. M1} k x SECURE SAD DOOR IN CLOSED POSii10N. R ;� I 3k I $MOIlM�DVE 1 i I f WRBUNDERWALL WCWOWAN�1 1T ® CDMA iTAFFA ( L*HMTO . f Fi 8 WAC OONTRACTOR TO x: 4 PROVIDE DROSiON PROOF F'REEZEPFIOTE{;RUNPAM THE I i 9 00o t, rls I �AJ TANAKS. s I I �1VIEA ! PROVIDEVT3dTR�Q i t ' + FOR LANK ROOM PEq R X17?' s #e t7r - EVAFIRE PA TION. N STRUCTURE NT, ��� I EVALUATTUM. I I i TANK88YTBNN�fI'. I I I I s 4 5 i ��` Fogs, � 1T!tT1EA , n WA1S i Fr G:7 113 N 32'CM CONTAIM W CURB UNDER WALL 5 I 6 ! A4 o ---------- ------ 112 1 PARTITION AND POWER PLAN 1 REFLECTED CEILING PLAN �0-. � N _ A.`3 SCALE 1/8"= I' A'3 SCALE 1/8"= 1'-0" In a r t'S.1 INDICATES COMMON PATH OF TRAVEL REQUIREING EMERGENCY LIGHTING EQUAL TO 1-FOOTCANDLE. � CONSTRUCTION LEGEND VISION a. EXISTING TO REMAIN ADD 1 10//12 T j"3e r==_---3 EXISTING TO BE REMOVED Rev#110/8/12 Permit A.3 1 A14 NEW STANDARD WALL Rev#2 10/18/12 2 NEW STANDARD WALL WITH INS. o A4 REMOVE OVERHEAD DOOR A4 A4 NEW ONE HOUR RATED SHAFT WALL OVER EXISTING AND INFILL OPENING A_4 rlw�rw A NEW TWO HOUR RATED WALL r-- STALL AN a SF VEtQT 21 DUPLEX RECEPTACLE IIIE311 ELECTRICAL PANEL E?9StMRS N 8AFtEADDOOR FOURPLEX RECEPTACLE (2) POWER J-BOX D= DEDICATED OUTLET (1) FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA DRAWN BY: EXISTING ELECTRICAL TO REMAIN ER FIRE EXTINGUISHER IN RECESSED CAB. Ron T each FLOOR MONUMENT W/SERVICES SHOWN �� FIRE EXTINGUISHER-SURFACE MOUNTED INSTALL AN 8 SF VENT IN WAD- =� SPECIAL OUTLET Q THERMOSTAT DATE: 9181 12 PROVDE 1 SF Durr FTiDM BID SET VW TO IF ABOVE RNISFI FLOORINSIDETANKRUOM. ® TEUDATA MUD RING WITH PULL STRING IV 2 X 4 URE PARABOLCRLE S(DZ INDICATES DAYLIGHT ZONE) SUPPLY DIFFUSER 2) 13 -y- I I I I - - 2 X 4 FLUOR.FIXTURE RETURN DUCT PARABOLIC LENSISTEADY BURN BALLIST EXHAUST FAN 1 X 4 SURFACE MOUNTED EXPLOSION PROOF TILE SPRINKLER HEAD 3 PARTIAL EXTERIOR SOUTH ELEVATION 4 PARTIAL EXTERIOR EAST ELEVATION LIGHTING LAMPS ► EXIT SIGN(LED RED) A RECESSED COMPACT FLUORESCENT LIGHT(TYP.)'3 SCALE 1/8"= 1'-0" A-3 SCALE 1/8'°= 1'-0" STANDARD SWITCH 6' STUDS _ 1/4' FILLER FOR 9 16'O.C. rzx 1%"O STD. PIPE, PRIMED, 20 GA 3 1/2' METAL STUD BRACR�s PAINTED, TYPICAL, VERTICAL X3082 9t2! CONDITION "� 4 x 8 4 x S �`�'� -, To ROOF$ AT IPS-® O TO _ MARTIN W, HANSON euILDIN!x STRLiC:I'UI�ABOvE� �� PLAN � POSTS @ 5'-ooc MAX � WALLS LCNCaER THAN 12'-®' WITHOUT : 12' ii' TREADS 0 I1' INTE"C��-ECTINCs DLLs. FASTEN EACH r MIN FIELD VERIFY 2y2" CONC. SLAB ENC? W17H(1)08 SHEET METAL PLAT � OVER 1 Y2" 22 GA. CIA KAM S, OREGON SCREW WHERE REQUIRED x PRIMED TYPE {Z 4 x 5 4 x 8 4 x 8 BLOCKING TYPICAL �'`V --SUSPENDED CEILING (3)010 X 2 112' SCREWS THROUGH STUD INTO 10 TYF>­z�j­ 'B' METAL DECK TOP END OF BLOCK 461 BLOCKING TYPICAL AT FASTENPOINTS Y "10 X 2 I/2' SCREW TOP AND BOTTOM GUARDRAIL OF ING THROUGH ADJACENT LOCK- 3'-6� ff" ELEVATION 10 SCREW THROUGH FACE INTO BLOCK. � L 3 x 3 x f � I _ PROJECT 560 — BLDG.STRUCTURE ABOVE @ ALL LANDING — 3 1/2' MT'L.STLIDS 24' Or- EDGES, U N O (IN R1131TODELS SIZE STUDS TO ALLOW ` 77 4' GLR CF BLM STD. AND S) -- FIRE TRACK MAX SHADOW LINE � (2)LAYERS OF Sib° TYPE 'X'GYP.BD. 4' CLR - I/2' FIRE TREATED? PLYWOOD � e 10' 16GA JOISTS z MAX _ _, — — _ __ — �_ — _ F WISH TYPE 'X'GYP BD FLOOR"' _ V 5/8' CsYP. BRD.BOTH SIDES TOP t CENTER LINE OF STUD BLACK [ROH RUNNING THROUGH+J015t5 48' c- HANDRAIL - - -® e ,j� 4 RUBBER BASE TYP. 4 x 8 / -- - 1 f ATTACH BOTTOM TRAQC TO FLOOR WITH BLOCKING I y — (TYPICAL) STRINGERS & -- P011DERDR'IVEN AT 12' o.G �� � �� � � LANDING FRAME � w FINISH FLOOR 14 GA. PRIMED. tg� � � PER PLAN `� > p 26 FOOT SPAN ;,r, ' PRE-FORMED STAIR 9 na s PAN W/ CONC_ FILL A„t� vii iL 1 1 1 ICAL WALL SECTION CONTINUOUS TRACK WITH(2)ROWS OF 1110 X 2 1/2' 5GRELU5 AT I6' 11 4' � �� (2) 4"O FALAI-KWIK � A-4 SCALE 1" = 1'-0°' O.C.STAGGERED - NET VOL. s DOCK / BOLTS W/ 3 " OSF PANEL GRADE �- EMBED $ �C C? ti -7T I �t 6`MTI...STUDS 16' O.C. v4 _Q» CAP �,„ Q� '- (21 LAYER �a" TYPE "x' GYP BD APPLIED g RIGHT ANGLES TO I FC' /4 x 3 x 3" 12"x 12 - I I -_ T.S. 4x4x� w��"x 0 �� EACH I LAYER 16' O.C.W1 2'4' TYPE '5' aR V DRYWALL cc�PEDGE J '`j(1} % HILTI CONCRETE _ 1 o"x 10"„BASE ] W® h 20 GA 3 5l$ METAL STUD BRACING q LI SCREWS 6 12'O.C.VERT J015T5 STAGGERED 16” O.G.HORIZ. KWIK BOLT & !� R FOOTING, TYP. Y8 CAP E r/a cv TO ROOF STRUCTURE AT 10'-O' OC TO JOINTS STAGGERED 24' O.G.ON OPP051TE 51DE5. BUILDING STRUCTURE ABOVE FOR ATTACH BOTTOM TRACK TO FLOOR WITH POWDER WALL$ LONGER THAN 12'-0' WITHOUT � DRIVEN ANCHORS AT 24' O.E. INTIERSECTION WALLS. FASTEN EACH 9 METAL STAIR SECTION a END WITH � C1)�8 SHEET METAL SCREW ? ` 2 t Q z x R-11 BATT INSULATION * CENTERED OVER WALL A-4 SCALE 1/2"t 1-0}e .-e W pr w SUSPE10ED CEILINS 5 2 HOUR WALL 1 I HOUR CEILING " A-4 SCALE 1" — 1'-01° STAIR FRAME BEYOND BLOCKINCs TYPICAL AT FASTENNG POINTS 3 I/2 BATT iNaI,IL. CONCRETE FILLED LANDING 3 I/2' MTL. STUDS 24' O.C. Wj BROOM FINISH W IN REMODELS SIZE STUDS TO ALLOW REUSE OF BLDG. STD. DOORS AND FRAMES ---HM DOOR PER SCHEDULE 5/8'GYP.SRO.BOTH SIDES FLASHING ® CENTER LINE OF$I= - EL T/STRIIJGER --THRESHOLD @ DOOR ' 4'RIBBER BASE TYP. 5 1/2' 25 GA MTL. 1-4 ATTACH BOTTOM TRACK TO FLOOR WITH STUDS 0 1+6' O.C. BUILDING � _ - 0�j 3 POWDER DRIVEN ANCHORS AT 12' O.C. FIN. FLR. a ° ° q FINISH FLOOR 5/'8' GYP B I --- p 4 0 —0 Tf WOW a' R-IS BATT INSULATION $TO PANEL LANDING - _�_ _� j__ o Q p Q Q P �. SHELL WOW T/ I� 2 WALL SECTION WITH SOUND INS, SCALE 1 rr 1r-Orr 4 n FLASHWs L 3x3x 4"x LANDING LENGTH wl 4" EXP. L 3 x3 L - ANCHORS @ 2'-0"oc p x Y"x 0'-6" T- ABBREVIATIONS / , , FINISN MIATERIALS JWIsEJ-(TAN) ' NM STRICT MAM b EXTERIOR INFILL WALL o d �/ l�) �'� ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. BRK BRICK PAVERS A-4 SCALE 1"=1'-0" 1 4 EXPANSION CARPET LOOP PILE: CP-# CUT PILE CARPET 1 DI3LfCTIONGAPTYP, ANCHORS - - CR CHAIR RAIL LP '' PATCRA�T I0129-NIGHT MOVES, 29703 LIONS TIGERS&BEARS,DIRECT GLUE E EXISTING FACE OF CONCRETE CONCRETE STAIN ETR EXTEND TO ROOF WALL STAIN MATCH SUPER-KRETE DESERT TAN FWC FABRIC WALL COVERING SHEET VINYL GT GROUT T1 PIGAL STUD14 STAIR TO PANEL CO CTION SV ARMSTRONG MEDINTECH,86439 DESERT GOLD,WELDED SEAMS HM HOLLOW METAL PGWB PAINTED GYPSUM WALL BOARD A„4 rr r-®rr BASE PL-# PLASTIC LAMINATE r SALE 1 1/2 1 RF BURKE MERCER 4'FLAT RUBBER BASE,597 MOCHA AT ALL CARPET AREAS. P RC BURKE MELW PLASTIC LAMINATE WAINSCOT RCER 4"COVE RUBBER BASE,597 MOCHA AT ALL HARD SURFACES. POT PORCELAIN TILE PAINT: POTW PORCELAIN TILE WAINSCOT 2 X 4 BLOCKING AS NEEDED FOR CT STUDS PT-1 MILLER 4480 PREMIUM SATIN 8721W CLAY BEIGE,SATIN LATEX. PTS PAINT AT MIDPOINT OF DEMISING S{I DS f -TYI=13,41- T1�'v'ACI< PT-2 MILLER 4480 PREMIUM SATIN 8724M MEADOWLARK,SATIN LATEX (ACCENT COLOR) RC RUBBER BASE COVED PT-3 I 8180 PERFORMANCE FLAT-MIX IXX79W(WAREHOUSE WALLS} INSTALL 5TUD5 � RF RUBBER BASE FLAT f�+ ? 5/8"TYPE X GYP BOARD APPLIED PARALLEL WITH SAME LAMINATE: SAT SUSPENDED ACOUSTICAL TILE F� ki TO STUDS DIMENSION (10' PL-1 WILSONART 1530-60 BEIGE,AT ALL FACES,WAINSCOT SC SEALED CONCRETE 8 21 J2'CT STUD FLOOR TO CEILING 24'O.C. M I J OR PL-2 ML49NAR-1 4669-W NATURAL TIGRIS COUNTER,B.S.AND SELF-EDGE. SV SHEET VINYL 1'X 24"TYPE X GYPSUM PANELS CAB PULLS 603 OIL RUBBED BRONZE VCT VINYL COMPOSITION TILE AL ICaNMENTWBC WALL BOARD CEILING INSERTED BETWEEN C-T STUDS DOORS,HARDWARE AND FRAMES WCG WALL CORNER GUARD fVP HARDWARE 613 OIL RUBBED BRONZE WD WOOD - POWDER DRIVEN FRAMES BROWN TONE 1 WOG WALK OFF CARPET ANCHORS AT 12° O.C. EXISTING PLYWOOD DEMISING WALL WW WINDOW WALL O --- (1) *110-Iro SCREW 124 PER 5TUD FLANGE O DOOR SCx]EDULE V 3 1 HOUR SHAFT WALL DETAIL v - DOOR DATA FRAME DATA HARDWARE a d N A4SCALE V = 1'-0" (EXISTING PLYWOOD DEM. WALL) 7 WALL BASE DETAIL Mark Doa Srze Tnk COTe veneer Fniato Hand Fre Rating Type Frame Depth Hardware Maw Finish FunctionRenrwks Mark a r A-4 SCALE 3 R9 1'-®" 45 MIN. REVISION 100 3-V x 71-V 1 31V SC OAK WATCO Right • TIMELY 71/4" LEVER/LOCK/CLOSER SCHLAGE 613 OL RUBBED BRONZE ND53PD EXISTING DOOR-ADD LOCKSET-LOCK FROM TASTING SIDE 100 '---BLDG STRUCTURE ABW 102 3-0'x T-0" 13/4" SC OAK WATCO Right i TIMELY 4 3W LEVER/LOCK SCHLAGE 613 TIL RUBBED BRONZE AL40S RELOCATE DOOR AND FRAME 102 V DEFLECTION GAP TYP. 104 134Y x T-V 1 3/4' SC OAK I WATCO Right Iw TIMELY 17114' LEVER/CLOSER SCHLAGE 613 OIL RUBBED BRONZE ND10S NEW DOOR 104 ADD 110/5/12 20 GA 3 518"METAL STUD BRACING TO ROOF 105 3-V x 7-0' 1 3/4" SC OAK WATCO Left ! TIMELY 4 7/8' LEVER/LOCK/CLOSER SCHLAGE 613 Oil.RUBBED BRONZE ND53PD NEW DOOR AND LOC:KSET-LOOK FROM BOTTLING SIDE 105 Rev#1 10/8/12 Permit STRUCTURE AT 8'-0'OC TO BUILDING 107 3'-0 x 7-V 13/4' SC OAK WATCO Left w TIMELY 4 7/8' LEVER/LOOK/CLOSER SCHLAGE 613 OIL RUBBED BRONZE ND53PD NEW DOOR AND LOCKSET-LOCK FROM BOTTLING SIDE 107 Rev#2 10/18/12 STRUCTURE ABOVE WITH(2)#8 SHEET I 5 I 112 3'-0'x9°-0" 1 10 HM METAL PAINT Right f HM 8' LEVERILOCK/CLOSER SCHLAGE 626 SATIN CHROME ND92PD RHO -- 112 METAL SCREW zj LITE KIT WHERE SPECIFIED FRAME TO MATCH DOOR —3 50 METAL STUD MIDWAY BETWEEN TOP "' 6' 6° PROVIDEL SAND� WALLS KNISH SCHEDULE OF EXISTING WALL AND ROOF STRUCTURE. EXISTIN 33 HC RR's CLG. 2' KROY 42835201 BLACK(MEN) RM# NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING HT. REMARKS FTM# KROY+2895209 BLACK(WOMEN) 100 TASTING STAINED CONC. 408C E-WW-PGWB E-WWPGWB E-PGWB E-PGWB E-SAT 9-0' PREP FLOOR AS NEEDED FOR STAINING. 100 -~---fl - 102 RR E-SV E-608V E-PGWB E-PGWB E-PLW-PGWB E-PLW-PGWB E-WBC 9'-0° CLEAN RESTROOM 102 MEN ADDITIONAL SWITCH 103 RR E-SV E-60SV E-PGWB E-PLW-PGWB E-PLW-PGWB E-PGWB E-WBC 9-0' CLEAN RESTROOM 103 6 GANG 518'TYPE X GYP BOARD APPLIED PARALLEL LOCATI 104 LAB SC 4"RC E-PGWB E-WW-PGWB E-PGWB E-PGWB SAT 9'-On - 104 I N BY- TO STUDS 5, 105 ENTRY LP 4'RF E-PGWB E-PGWB E-PGWB E-PGWB E-SAT 9'-0' - 105 Ron DRATeSCh -21/2'CT STUD FLOOR TO CEILING 24'O.C. ' 106 OFFICE LP 4 RF E-PGWB E-PGWB E-PGWB E-PGWB E-SAT 9-00 106 1'X 24'TYPE X GYPSUM PANELS _ 107 CIRC. LP 4' RF ---- E-PGWB E-PGWB E-PGWB E-SAT 9-0" -- 1071 DATE: 9/28/12 INSERTED BETWEEN C-T STUDS 108 OFFICE LP 4"RF E-PGWB E-PGWB E-PGWB E-PGWB E-SAT 9'-0" - 108 BID SET ELECTRICAL 109 OFFICE LP 4"RF E-PGWB E-PGWB E-PGWB E®PGWB E-SAT -0' -- 109 LET 110 IRR SV 4"RC E-PGWB PLW-E-PGWB PLW-PGWB E-PGWB E-WBC 94Y RE-FACE CABINET PLAM AND WAINSOOTT 110 I I J-DOX 111 BOTTLING SC 4"RC PGWB-CONC PGWB-CONC PGWB-CONC PGWB ETR 20-0" PATCH ALL WALLS AND PAINT- CLEAN CONC. FLOORS 111 Li 112 WAREHOUSE SC CONC CONC CONC E-PLY 20-0" PATCH ALL WALLS AND PAINT- CLEAN CONC. FLOORS 112 EXISTING GYP. BOARD WALL REauOW� � � � s� 2 113 TANKS SC- EPDXY 4'RC PGWB CONC. PGWB PGWB WBC 14`-0' PATCH ALL WALLS AND PAINT-CLEAN CONIC. FLOORS 113 1._ FLXR FMISN CFFIC.E WAREHOU5 IIIIIrI 4 1 HOUR SHAFT WALL DETAIL s MOUNTING HEIGHTS A-4 SCALE 1" = 1'-0" (EXISTING OFFICE SEP. WALL) A-4 SCALE 1/2" = 1'-0"