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Plans (10) BUP2020 -00076 4N TENANT IMPROVEMENT �� #3082 � e$ym for MARTIN W.HANS0 s� C1 CLA KAM S,OREGON �\\ BUILDING LOCATION PACTR U ST .A �_ SW 72ND AVENUE j c Tenant: F OF oW Lj PROJECT #20010 IF E a COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE, INC. ❑ PROJECT NARRATIVE -&-a V�HERNPPO\�\ORR G CONSOLIDATED D ADDITIONAL PROJECT 278 SIFFORSTS OF TOTAL OF 7 88 6SF3 HERESIF FS MINOR REMODEL WORK ICE TENANT EXPANDING TO AN RECEIVED � So MAR 12 2020 .0 C) THROUGHOUT THE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO _ c (� • SELECTED DEMO OF EXISTING NON STRUCTURAL WALLS CITY OFTIGARD L- BURLIN DRTFiERN-R • NON STRUCTURAL DRYWALL/METAL STUDS WALLS CITY Q SW 74TH AVENUE • SUSPENDED CEILINGS c: o 0 • DOORS/FRAMES AND PAINTING CAIco • ELECTRICAL DISTRIBUTION C 1 SITE MAP z� . LIGHTING Y A-O NOT TO SCALE = tl d ALL WORK TO MEET ADA REQUIREMENTS. a 0C LO WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT W o 1.0 c U) rr,-- Z ; PLUMBING WORK o F w FIRE PROTECTION SPRINKLERING ,., X MM HEATING, VENTILATION & AIR CONDITIONING WORK a u') u') ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE m BUILDING INFORMATIONco OWNER: PACIFIC REALTY ASSOCIATES, L.P. z N 15350 SW SEQUOIA PKWY #300 _ a 0 Q © PORTLAND, OR 97224 LJ_I r (503) 624-6300 (PHONE) (503) 624-7755 (FAX) U BLDG. #: OBP III BLDG. B (3obp215) H CONST. TYPE.: III-B = U THIS BUILDING HOUSES MULTIPLE TENANTS INCLUDING THIS TENANT. THE EXISTING BUILDING IS A SINGLE STORY BUILDING OF 43,456 SF AND IS FULLY SPRINKLERED. THERE IS FRONTAGE ON ALL Q FOUR SIDES OF AT LEAST 60 FEET. 3 z , , , , , ACTUAL BUILDING AREA TOTALS WW Fu 0 B OCCUPANCY = 35,303 SF Y / S-1 OCCUPANCY = 8,153 SF Q TOTAL 43,456 SF IL AREA OF WORK MIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3) ~ ALLOWABLE AREA IS UNLIMITED. (OSSC 507.3) U) VALIDITY OF PERMIT z TENANT INFORMATION THE ISSUANCE OFAPERMIT z BASED ON CONSTRUCTION TENANT: COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE, INC. DOCUMENTS AND OTHER J Q N DATA SHALL NOT PREVENT Q IL qt v THE CODE OFFICIAL FROM U) W N OCCUPANCY AREAS & LOADS: REQUIRING THE CORRECTION U w Q B 7,881 SF 79 OCC OF ERRORS. OSSC 105.4 W U) oO NUMBER OF EXITS REQUIRED 2 OVERALL BUILDING PLANj :n Z B 2 EXITS o A 0 1/32" = V-0" O W Lao) w CODE SUMMARY U O ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL CODE DATE: 3/11/20 REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: CONST / PERMIT • 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) REVISION • 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) • 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) I 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) OFFICE COPD 2. • 2019 OREGON FIRE CODE (OFC) CITY OF TIGARD 3. • ASCE-7-10 REVIEWED FOR CJDE CONIPLTANCE 4. • ICC/ANSI A117.1 -2017 Approved \iJI 5 I � • 2019 OREGON ENERGY EFFICIENCY SPECIALTY CODE Permit OTC:: 6. Address: ' "] a� 7. Stutc #: 7a-� 8. By: Date: 3a DRAWN BY: R.M.T. Approved by Planning Date: 3 /r 2 / ?�-AO A. � 0 Initials: _ _.. 1 1 0100 00 GENERAL DATA 7. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1042 INSTALLATION. 14.OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC 7KAM GENERAL REQUIREMENTS WALL CONSTRUCTION EXECUTION 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING MOVEMENT. NO"OOPS RINGS ALLOWED'. AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS ANDNOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW 22 00 00 PLUMBING : DESIGN/BUILD SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED 70 ENSURE THEY OPERATEIN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. �CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD GENERAL REQUIREMENTS082 2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING MATERIALS LIGHTER THAN 18 GA. 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA rQ�'CIARI .HANSONCONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH.CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 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.THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE 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 DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE INSULATED. S,OREGON EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION OF THE IXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT3. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER OFFICE LIGHTING ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PRbVIDE;! .' { ri i..FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE .i' I l AVAI4ABILITY,(503j 236-4148. 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835(DIMMINGATALL [ OSURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TQP yl^�11 1� K.P`.UMBING-BREAK ROOM FIXTURES FIXTURES) O(- 4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG ' ,.,'f- 2. OFFICE LIGHT FIXTURES-RE-USE EXISTING LITHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE OR EQUAL.(NO STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. - 1. BREAK ROOM SINK ELKAY ELUHAD211555(UNDER COUNTER MOUNT) SYLVANIA BALLASTS) INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR 2. KITCHEN FAUCET-AMERICAN STANDARD COLONY SOFT SINGLE CONTROL FAUCET 94175.500 3. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L06 AR LD MVOLT TRW(IP55 LENS) P ROJ ECT #20010 S. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. THE PROJECT. 3. 1/4'.COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF 4. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL 8. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS'TO PROTECT EXISTING 5. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. REQUIRED. MOUNT. SEE PLAN FOR EGRER�ATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS - CARPETS. 8. FINISH QUALITY: PLUMBING-RECEPTION BAR ACCEPTABLE. 7. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND AREA PROCESS TRADE NOMENCLATURE 1. BAR SINK-ELKAY ELUHAD161650(UNDER COUNTER MOUNT WITH 1/8"OVERHANG) 5. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO ROOF MEMBRANE TO MATCH THE EXISTING ROOF. "VACANCY"AND TO TU A T DIM LEVEL. OFFICE/OTHER AREAS . TAPER FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) 2. BAR SINK FAUCET-ELKAY LK7921SSS 8. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED USG"FIRST COAT" •SAND AFTER TAPE/FINISH COAT(S) PROJECT CLOSE OUT DOCUMENTS REQUIRED: a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD U COMPANIES INCLUDE: NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. 1. PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION.INCLUDE THE FOLLOWING: b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD a. ARROW ROOFING, 503-460-2767 - a. DIMENSIONS (HORIZONTAL AND VERTICAL)OF BUIRED PLUMBING LINES INSTALLED OR DISCOVERED BY c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD �+ b. PACIFIC ROOFING,503-640-3163 7. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS THIS CONSTRUCTION. c. ROOF TOPPERS,360-574-7248 SHOWN ON PLANS. b. LOCATION OF SHUT OFF VALVES d. GOT YOU COVERED ROOFING,503-975 9136 09 53 00 SUSPENDED ACOUSTICAL CEILING 23 00 00 HVAC : DESIGN/BUILD L 9. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. HVAC-BID PROCEDURE Q AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING 10.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN PROPER WORKING ORDER. COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL 3 BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION . USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH p ACTIVITIES. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO UNIT O O INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE U) co SPRINKLERS 11.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING 3. LIST TONNAGE OF EACH UNIT. RESTROOM FACILITIES. HVAC-DESIGN PROCEDURE 12.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT 5. PRODUCTS: trS PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER a. GRID-PRELUDE 24 XL 15118"EXPOSED TEE(HEAVY DUTY) USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS DUTY) LISTED BELOW. COMMON BUILDING AREA BE USED FOR STORAGE. b. TILES-ARMSTRONG FISSURED#705,24 x 24 x 5/8'W/ANGLED TEGULAR EDGE.(CONTACT PACTRUST 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR 2 N 13.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. FOR AVAILABLE EXISTING STOCK PRIOR TO ORDERING NEW CEILING TILES. REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH Q 14.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. c. ACCESSORIES-MANUFACTURERS'STANDARD NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. F 15.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUTITRIM TILE EDGE TO CREATE TEGULAR EDGE INCLUDE THE FOLLOWING: IT' ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. CONDITION SO THAT CEILING TILES LAY FLAT. a. DUCTING AND SIZES Lu (D16.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER 0 co � ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. C LO r` 17.FILL PAPER TOWEL DISPENSER IN BREAK AREA. c. ROOF EQUIPMENT,SIZES AND LOCATIONS > Z 4 4 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. 18.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. d. UNITS REQUIRING DUCTED SMOKE DETECTION � Cf.) g N N 9. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE 19.PROVIDE'AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS•BUILT" e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH �t DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. c V I. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO C m 0 O O SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT g. ZONE DIAGRAM c L0 FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. HVAC DESIGN STANDARDS "AS-BUILT"DRAWINGS AND O&M MANUALS HAVE BEEN RECEIVED AND APPROVED. l l.INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: 20.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE m FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY WHETHER OR NOT SHOWN ON THE DRAWINGS. 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER TENANT PRIOR TO CONSTRUCTION: 21.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. a. EXTERIOR EXPOSURE AREAS m 22."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. b. INTERIOR AREAS,SIZE AND USE U _L0 PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES C. CONFERENCE/TRAINING ROOMS N FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A 23.130 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. z .n MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION Q 24.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. 0 TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO cv) REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. ui -- ---- CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS "-16.INSTALL SPREADER BARS AT TERMINAL-ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UN=ATTACHED - VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE _- DIRECTED AT CONTRACTOR'S COST. EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 ZONES. 25.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,'MECHANICAL,ELECTRICAL AND INCHES OF THE PERIMETER WALL. 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL 17.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. �-- SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1l2 / 1 COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. �! 26.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 19.BENT OR DAMAGED T-BARS TO BE REPLACED. CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER20REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED W 20. REPAIR BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE ACCEPTABLETO A MONITORING STATION WITHIN THE BUILDING. . INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE 8.. ECONOMIZER TO MEET CODE AND AS FOLLOWS: CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE 09 9123 PAINTING a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY INTERIOR: THE ARCHITECT PRIOR TO INSTALLATION. b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. / 1 27.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 1. WALLS: c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. �•J INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. GENERAL b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 1. REMOVE ALL EXISTING VCT,SHEET VINYL;ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX SIG 9. ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. TO INSTALLATION OF NEW FLOORING. LATEX ENAMEL. 10.DISTRIBUTION DUCTWORK: 08 10 00 DOORS AND WINDOWS 2. DOORS AND FRAMES: a. ^SPIRAL DUCT PERMITTED ONLY IF EXPOSED. 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR - b. . 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. v ROLLED APPLICATION. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH MINIMUM R4.2 INSULATION WITH FSK BARRIER. a. BAXTER AND FLAMING. (503)225-0486 ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD w b. D&D DOOR (503)205-5533 c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. c. BENSON INDUSTRIES (503)907-2200 PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, Am d. WOOD-STAIN SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH.AND FINISH WITH SATIN OIL ENAMEL. e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 0 d. GRANT SUPPLY (360)887-0647 DEGREES. Q f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. J 3, DOOR AND RECITE FRAMES SHALL BE WESTERN INTEGRATED MATERIALS(WIM),OR APPROVED. SUBMITTAL 3. CEILINGS: REQUIRED PRIOR TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. a. 4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TOACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. 11. DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. N FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. 12.DIFFDIFFUSERS: IL 5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN 6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 4. GENERAL NOTES: TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. U) 7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET. a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE N OBD DESIGN TITUS 250;RETURN-BAR TYPE- 8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR SPRAY. DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. c. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST 0 APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT WYE BRANCH. 7 SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS C. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT ` PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL RAGS AT THE END OF EACH DAY. COMPLETION. SAMPLE. d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING 13.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE Y 9. ALL INTERIOR GLAZING SHALL BE TEMPERED. AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. J Q NN 10.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. e. PROTECT WORK OF OTHER TRADES. APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P374-2800 - Q D_ it 09 00 00 FINISHES I. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY _ LuN REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM ( 1 L N GENERAL 10 00 00 SPECIALTIES THERMOSTATS AND BALANCE SYSTEM. ��v// u)W Q m 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT. 10 28 13 BREAK COUNTER 14.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. LL Z_ C) x 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 15.EXHAUST FANS: w U) Z O a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS 10 4416 FIRE EXTINGUISHERS a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT =) N >� b. PLASTIC LAMINATES 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. ED 0 COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS,100 CFM WITH A C Z > Z c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. G O U) Q d. PAINT 1100 00 EQUIPMENT b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING O (D L , . MOUNTED EXHAUST FANSWIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTSirf e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS 1. DISHWASHER: GE GDT226SSLSS STAINLESS STEAL-ENERGY STAR RATED. ' ` [If0 LOO C I. TOILET PARTITIONS 2. GARBAGE DISPOSAL:INSINKERATOR BADGER V 1/2 HP c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE v L ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, a g. HARDWARE 12 00 00 FURNISHINGS CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. DATE. 3/11/2O 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. 1. REMOVE EXISTING EXTERIOR WINDOW BLINDS AND PATCH STOREFRONT WINDOW FRAMES AS NEEDED. d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEETINDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A CONST / PERMIT 2. PROVIDE ROLLER BLINDS AT ALL EXTERIOR WINDOWS. ROOFTOP MOUNTED FAN. 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE) a. MARIAK CONTRACT CHAIN OPERATED CLUTCH ROLLER SHADES 16.HVAC TESTING. 09 2100 GYPSUM BOARD b. NO HEAD BOX U.N.O. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, REVISION GENERAL c. FABRIC-MARIAK ECONOSCREEN-3%COLOR-903 GRAY/BLACK U.N.O. EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES ORAPPROVED PLANS AND SPECIFICATIONS. PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1'TYPE S 12 2316 CABINET SPECIFICATIONS b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN 1 . DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), 2. AN CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND 2. EACH SIDE AND OPPOSITE SIDES_ FILED WITH PACTRUSL 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN 3. HIGH PRESSURE LAMINATE(P-LAM HPL)ALL EXTERIOR SURFACES,INCLUDING 4"TOE KICK. EDGE BANDING 3. . PAINT AS INDICATED. (MATCHING PVC ACCEPTABLE),FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS 17.PROJECT CLOSE OUT DOCUMENTS REQUIRED: FINISH COATS(LEVEL 4 FINISH). OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH MELAMINE FINISH. a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. 4, COAT(LEVEL 3 FINISH). PAINT AS INDICATED. 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16"PARTICLE BOARD WITH MATCHING P-LAM OR c. HARD COPY OF AutoCAD FILE ABOVE. 5' METAL STUDS. PVC EDGES. d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING TSTATS. 6. 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL 6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND 7• FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. 26 00 00 ELECTRICAL : DESIGN/BUILD 7' PATCH HOLES READY FOR PAINT. 8. THERE SHOULD BE 1/8"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS. GENERAL. $, 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR 9. HINGES-BLUM#75M3580, 110 DEG.SELF CLOSING CLIP ON(OR EQUAL). 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR PAINT 10.DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN.FOR HD AND FILE DRAWERS. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING DRAWN BY: WALL CONSTRUCTION MATERIALS l l.PULLS-96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. R.M.T. 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE 12.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE(SPEC SHEETS)FOR EACH SINK. 3. ALL NEW ELECTRICAL DEVICES TO MATCH EXISTING FINISH. INSTALLATION. SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL 4. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASH 5. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. TO BE SEALED. MINIMIZE COUNTERTOP BUILDUPS AT FRONT AND BACK OF SINK CUTOUT TO DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. 6. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO 1-FOOT CANDLE. 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 13.KITCHEN/BREAK ROOM CABINETS-BASE CABINET WITH P-LAM TOP ON PLYWOOD DECKING AND 4'BACK PSI)G60. SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.O. UPPERS 12"D X 36"H-ATTACH TO WALL 7. EXIT LIGHTS:RUUD LIGHTING'PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 24"DEEP. MICROWAVE SHELF 18"D WITH 3-RADIUS HOUSING,WITH BATTERY BACKUP. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR OUTSIDE CORNERS. P-LAM AT TOE/BASE. ALL SHELVES ADJUSTABLE.PROVIDE HOLES AND POSTS(1 AT 8, FOR FLOOR POWER AND DATA ACCESS AN APPROVED EQUAL. BASE,2 AT UPPERS) _ 5. STANDARD GYPSUM BOARD SHALL BE TYPE W,5/8'THICK WITH TAPERED EDGES CONFORMING TO ASTM 2100 00 FIRE SUPPRESSION : DESIGN/BUILD a. AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL C-36. 1. ADJUST EXISTING SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. Al 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR, SPRINKLER LAYOUT IN ALL HARD 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. C-030. CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO MKAMS,OREGON 0 � Ej % �a O OF 0 PROJECT #20010 U ----------------- N U o c 0h j1 rrl y OO~i II 1r a.4 x:11 i i I Ir�—'a /,• > M h II 11 IIf I /// > Z 4 4 II pill I I I I — it "'III L___________ ________ u Ir -r---- tt a IIIt L----------------- II LI N CL IIIIN 1�—�-2 M EXPANSION AREA �I II 11 �(•. II U fL 1 II II 11 ❑ DEMO PLAN A-2 SCALE 1/8" = 1'-0" U N Q c/) LU FAm v X I c/) D N Vu worn - W m � ooN \ IOCs�; Z 3: z Z c/) a J L LU 000 0 /X11 0 1 d CONST / PERMIT '•� ;' n it nn .' 1bt'. :Ibt: 'ae[; REVISIONOki :--- iiit-- `X 2. 4. 3. 6 ; b eRI I I x X it \ ilI /i i<` i\\ ��Pt� y� `\i 4. 6. -- r < \V/ \ � \\ , a \ \\ / 7. it \\i SIO DRAWN BY: !/K \ ,`R 4 )\\ \ ,�! I - - ^: ; %x: ~`��' ;x EXPAN N AREA R.M.T. Ixit aa K i \X A� 2 (2)DEMO CEILING PLAN " A-2 SCALE 1/8" = 1'-0" CONSTRUCTION NOTES:qp, ul #3082 ' ❑ • PATCH CARPET AT DEMO WALLS AS NEEDED • PAINT ALL NEW WALLS AND TOUCH UP WALLS AT DEMO MARTIN W.HANSON LOCATIONS OPEN OFFICE - `IPA A�q ' A NJ • NEW LVT FLOORING IN BREAK ROOM Cp CLA KAM S,OREGON `o � • INSTALL NEW BREAK COUNTER WITH SOLID SURFACE �,A TOP, UNDER MOUNT SS SINK, DISHWASHER,AND ` GARBAGE DISPOSAL • PAINT ALL WALKWAY EXPOSED WALLS OF • NEW ROLLER BLINDS THROUGHOUT SPACE - STORAGE i . • ALL NEW DOORS TO 3 X 9 PACWALNUT LIGHT WITH PROJECT#20010 215 CLEAR ANODIZED FRAMES OPEN OFFICE • RECEPTION /CONFERENCE AREA IMPROVEMENTS Zia •• NEW FINE FISSURED CEILING TILE DED oe •• NEW LED BLT LIGHT FIXTURES oeo DED 00 TOUCH UP EXISTING RECEPTION DESK AND EXTEND U SERVER/TELE DESK AS SHOWN 27 •• NEW BASE CABINET WITH SOLID SURFACE QUARTZ �� Q� TOP AND SINK FOR COFFEE SERVICE — — 4_0 --- NDED ' — I •. NEW LVT FLOORING IN EXPANDED RECEPTION AREA -- TO MATCH EXISTING fifi"MICRO GD DW •• INSTALL ACOUSTICAL SOUND BLANKET ABOVE -.r... caPIeP '� Aa WALLS TO ROOF STRUCTURE-AT DEMISING WALL AND CONFERENCE ROOM WALLS CIRC. •• CONFERENCE ROOM DOORS TO HAVE FULL LIT KIT 209 ELP LVf4 R EACH Q O f. oeo •• INSTALL FULL HEIGHT BUTT GLAZED RELITES WITH '^ M E-LP Lvu ---- BREAK CLEAR ANODIZED FRAMES AS CONFERENCE ROOMS cn INTERIORS — `?1? 210 a HEALTH - 7- •• INSTALL FULL HEIGHT GLASS BEHIND RECEPTION C 209 CIRC. 4 212 — 5 o DESK (� Y 20' J CONSTRUCTION LEGEND = a 04 LVTCPT-, 3 x;201) (� 0) RECEPTION n� - o EXISTING TO REMAIN Z) D-' 'v zoo CONFERENCE _ - cy 0 p LL( .,(W AJ) �• 20t = - - = EXISTING TO BE REMOVED Lu • / 1 ............ As NEW STANDARD WALL > QZ 4 4 1 F- - --_- s J CN cND NEW STANDARD WALL WITH INS. O Lo MM C Lc) 0 O O - 11 L0 LO SEMI RECESSED DUPLEX RECEPTACLE TENANT TO PROVIDE c a 1- 6� 60"A.F.F. PATTERN PRIOR TO OPEN OFFICE ,..� PROVIDE BACKINGI FOURPLEX RECEPTACLE INSTALLATION F2 076 �6r D� DEDICATED OUTLET m REPLACE ANY m OPEN OFFICE b �� -CONFERENCE (§V EXISTING ELECTRICAL TO REMAIN DAMAGED LVT TILES m zos 4 202' 202 / FLOOR MONUMENT W/SERVICES SHOWN � E.LP LVT �\ zo3 _�� A-5 EXISTING LVT NEW L U SPECIAL OUTLET N 5 SEMI RECESS TEL/DATA MUD RING WITH PULL STRING N M 66"A.F.F. ,. RECEPTION FLOORING i PROVIDE BACKING 'T• e ELECTRICAL PANEL A-3 SCALE 1/4" = V-0" w -_-- - --- - ---- --- --- OFFICE CONFERENCE 2oa ,soa' zoa - _-- - -- _--- -- -@ POWER J-BOX - 17-0" ® FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA FINISH MATERIALS FER FIRE EXTINGUISHER IN RECESSED CAB. ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. �• F�E FIRE EXTINGUISHER-SURFACE MOUNTED EXIST CUT PILE CARPET: CP CAMBRIDGE PACTRUST#04-PTCRS 30-BOURBON, OVER PAD ❑ ydb9 } FPL THERMOSTAT EXISTING LOOP PILE CARPET: PARTITION AND POWER PLAN �- ' N LP PATCRAFT SWEET-49117 SWEET TOOTH, DIRECT GLUE t= CARPET PLANK TILE: U A-3 SCALE 1/8" = V-0" T CPT-1 MOHAWK GROUP PTR-CARPET PLANK"ICONIC EARTH" DRIFTED GROUND BT389/OB389 A 5 (COLOR T.B.D.), FLEXLOK CONNECTORS (NOTE: FOR PRICING OF ALL MOHAWK PRODUCTS CONTACT: BETH GISH (503)704.4168 or STEPHEN DELONG (971)201-0458 3 ��Z` LAMINATED VINYL TILE J RECEPTION AR EA a '^ LVT-1 MANNINGTON COMMERCIAL AMTICO COLLECTION-WOOD"CIRRUS TWILIGHT"AROW8090 W O LVT-2 MANNINGTON COMMERCIAL AMTICO COLLECTION-WOOD"CIRRUS DAWN"AROW8070 Ful, O 1) L ElO LVT-3 MANNINGTON COMMERCIAL AMTICO COLLECTION-WOOD"CIRRUS MIST"AROW8110 J • !���`� \ � BREAK ROOM Q LVT-4 MOHAWK GROUP MASS APPEAL-METAL-(COLOR T.B.D.) El M -- C CEILING LEGEND BASE RF BURKE MURCER 4" FLAT RUBBER BASE, 597 MOCHA, AT ALL CARPET AREAS. vJ V RC BURKE MURCER 4" COVE RUBBER BASE, 597 MOCHA,AT ALL HARD SURFACES. 0 2 X 4 FLUOR.T-8 3 TUBE FIXTURE PARABOLIC LENS PAINT: Y - • ° USE MILLER PAINT 110-4-10 ACRO PURE ULTRA-LOW VOC SATIN LATEX TO MATCH: Z - ' ! 2 X 4 FLUOR.FIXTURE z - \, PT-1 MILLER 8721 W CLAY BEIGE PARABOLIC LENS/STEADY BURN BALLIST BASE COLOR ROOMS 205-215 J � O 2 X 2 LED BLT CEILING FIXTURE PT-2 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX. d 0 ALL FIXTURES DIMABLE BASE COLOR ROOMS 200-204 _ PT-3 T.B.D. (ACCENT) / 1n W N RECESSED LED DOWN LIGHT(TYP.) tJ W Q I,- ' $ STANDARD SWITCH LAMINATE: Z Q . o ® . . . OCCUPANCY SWITCH FORMICA (COLOR TBD) ALL FACES m � 0 CAB PULLS 626 SATIN CHROME W to Z 0 CAB CEILING OCCUPANCY SENSOR COUNTER TOP ALTERNATE' Z > Z ��� SOLID SURFACE COUNTERS 0 to • IIn ® SUPPLY DIFFUSER SSC-1 CAMBRIA WHITE CLIFF (9 Lc)SSC-2 PENTAL QUARTZ (COLOR T.B.D.) O W O RETURN DUCT Q_' 0 O DOORS, HARDWARE AND FRAMES .+ 0 r D_ ® EXHAUST FAN DOORS QUARTER SLICE, AFRICAN MAHOGANY • R 2x2 SPRINKLER HEAD FINISH 70284-A(PAC WALNUT LIGHT) DATE: 3/11/20 ' / .._-.- -- -- — TILE MFGR PACIFIC ARCHITECTURAL WOOD PRODUCTS, INC. CONST PERMIT e EXIT SIGN(LED RED) ADDRESS 714 NE 55TH AVENUE, PORTLAND, OR 97213 CONTACT DENNIS BRYANT PHONE: (503)284-0024 FAX: (503) 284-0107 HORN/STROBE FIRE ALARM(WALL MOUNT) REVISION HARDWARE 626 SATIN CHROME y� pit HORN/STROBE FIRE ALARM(CEILING MOUNT) FRAMES CLEAR ANODIZED aQm ROLLER BLINES AT ALL EXTERIOR WINDOWS 2. 3. 4. 5. 1 6. 7.--- R Q XII R 8. DRAWN BY: R.M.T. I DOOR SCHEDULE - � / -- ---,� - -- DOOR DATA FRAME DATA FIRE RATING HARDWARE REMARKS MARK MARK DOOR SIZE THK CORE VENEER FINISH HAND MANUF. FINISH IDEPTHI ACTION MANUFACTURER FINISH FUNCTION s ��,•� 201 3'-0"x 9'-0" 1 3/4" SC QRTRD AFRICAN MAHOGANY WALNUT 70284-A Left ALPHA ANODIZED ALUMINUM 4 7/8" - LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL10S FULL WALL RELITE '201 202 3'-0"x 9'-0" 1 3/4" SC QRTRD AFRICAN MAHOGANY WALNUT 70284-A Right ALPHA ANODIZED ALUMINUM 4 7/8" - LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL10S ,FULL WALL RECITE 202 203 3'-0"x 9'-0" 1 3/4" Sc QRTRD AFRICAN MAHOGANY WALNUT 70284-A Left ALPHA ANODIZED ALUMINUM 4 7/8" 1- LEVER LATCH SCHLAGE .626 BRUSHED CHROME AL10S FULL WALL RELITE 1203 204 T-0"x 8'-0" 13/4" SC QRTRD AFRICAN MAHOGANY WALNUT 70284-A Left ALPHA ANODIZED ALUMINUM 47/8" - LEVER/LOCK I SCHLAGE 1626 BRUSHED CHROME AL53PD - 1204 A� 3 212 __f-0_'x8'-0- T3/4' SC QRTRD AFRICAN MAHOGANY WALNUT 70284-A Right ALPHA ANODIZED ALUMINUM 4 7/8" - LEVER/LOCK i SCHLAGE 626 BRUSHED CHROME AL40S - 1212 REFLECTED CEILING PLAN N A-3 SCALE 1/8" = 1'-O" MSOREGON V MACn CLAOF PROJECT #20010 U FINISHED END SSC-1 FIXED RAIL TO SUPPORT 4-1 WOOD CABINET TO OPEN SHELF BEYOND SSC-1 MATCH EXISTING SHALLOW SIDE SHELF U ADJUSTABLE L- <Q OPEN STORAGE THIS SIDE, WOOD AT ALL EXPOSED l` SURFACES TO MATCH EXISTING ai O O as OPEN _ 1" ADJUSTABLE - U) 7Mk a SHELVING \ _____ v SHELF } BEHIND DOORS EXISTING v/ IF-- - c Y y CASEWORK I �______ ______� Q ALUMINUM BASE oo Lo 372 +/- Wze 1 - INSIDE 2-SIDE M I� as EXISTING CASEWORK NEW _ > Z 4 4 - B ! c5gCNN Lo MM OHcC -1---- C co cL0 � Lo OPEN FIXED SHELF ALIGNED WITH EXISTING COUNTERTOP HEIGHT A-3 ` m Fn — —, 0 � M ,.. SSC-1 SSC-1 W -- - - --. ---- ----- ---.. -_. ___- __- ---. _ -- --- -- -- - - SSC-1 ---- --- — - - - --- -- SSC-1 �> '. - -. 0/ -. M 12"WOOD BOARDS, ESPRESSO STAIN 12"WOOD BOARDS, ESPRESSO STAIN i' U WOOD TO (UP TO 4 COATS)WITH 1/4"ALUMINUM (UP TO 4 COATS)WITH 1/4"ALUMINUM MATCH REVEALS REVEALS ,� WOOD TO � � � MATCH •�• EXISTING, EXISTING, ESPRESSO / o ESPRESSO EI It STAIN(UP TO / e 4 COATS) STAIN(UP TO a / PLAM CABINET AND TOP, o 4 COATS) U FORMICA,COLORCORE, 223C-58, NEW WHITE, MATTE LL FINISH ALUM BASE ALi!t••.41NUM BASE ALUM BASE RECEPTION DESK PLAN N 24" 3-FRONT 4 - BACK Z A-4 SCALE 1/2" = V-0" Jza" 1� NEW EXISTING CASEWORK EXISTING CASEWORK NEW //�///�� 11 VJ W 2 RECEPTION DESK ELEVATIONS � A-4 SCALE 1/2" = 1'-0" Q N IL ll— U) D 0 z - — Yix o 0 J a � � N N LUQ rn 322" 1641.' 322" 322 38" Z D_' CC O G m n � Z o (n � _ SHELF O LQ F- w O F- --- PL, U W 00 o MICRO SHELF AT 18^ ADJ.S ELF ro O D' a DEEP WITH 2" - --- -- --- ---- -- - --- ---- -= 3' -- --- -- --- ---- -- - --- RADIOUS CORNERS DATE: 3/11/20 SIP FAUCET r OPEN BACK I I CONST / PERMIT AND BAR SINK 12' PL-1 ALL EXPOSED SURFACES 1" EO. EO. EO. 1" REVISION SSC-1 SSC-2 36" 18" 24" 36" 141. N R 1. �„ `v a BACK SPLASH 2' WOOD CABINET TOA I•`__ __ __ PL-1 1 -� 14. MATCH EXISTING ADA INK ADJ.SHELF a ADJ, HELF __ DW S. ____________ N - - - 6. J 7. ALUMINUM BASE `v :r PL-1 BASE PL-1 BASE 8. DRAWN BY: R.M.T. 3 RECEPTION CABINET r4"�BREAK CABINET A-4 SCALE 1/2" = 1'-0" A-4 SCALE 1/2" = 1'-0" DETAIL GENERAL NOTES: 2' Ve-p ,q,Q1. FOR WALLS UP TO 14'-0"TALL, USE 362S125-30 MTL. STUDS@ 24" O.C. UNLESS CALLED OUT OTHERWISE IN DETAIL. USE362T125-30 MTL. TRACK. 8" MAX. 8" MAX, e #30822. FOR WALLS OVER 14'-0"TALL, USE 6005125-33 MTL. STUDS @ 16" O.C. UNLESS 1 $ RTIN W.HANSON �jCALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL. TRACK. TYPICAL STUD o o3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN Zv KAM S,OREGON ANCHORS AT 24"O.C. w 4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. 1-5 PROVIDE HC SIGNAGE FOR ALL C O I� /2 °y a 2" NEW AND EXISTING HC RR'S Of 5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO p, ° ° Q ° ° KROY#2835207 BLACK(MEN) PROJECT FINISH SCHEDULE. TYPICAL TRACK ' ° y '04 KROY#2835209 BLACK(WOMEN) POWDER DRIVEN ANCHORS INSTALL STUDS WITH ARMSTRONGBERC2CLIP O ARMSTRONGBERC2CLIP ° a6 `* P ROJ ECT #20010 SAME DIMENSION (10" ( i.•• ATTACHED TO GRID UNATTACHED TO GRID cy MEM ADDITIONAL SWITCH STRUCTURAL SUPPORTING CALCS. MIN.) FORBRIDGING ATTACHED WALL UNATTACHED WALL z w - — --- - -- / GANG LOCATION 1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER ALIGNMENT Lr r� ALLOWABLE SHEAR=70 LBS a MAX HANGER WIRE WI STRUT AND SPLAY .N - p- HANGER WIRE WIRES PER CEILING BRACING DETAIL o�� V 2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL , POP-RIVET 11' (WIND) LOAD SHEAR=5 PSF * 12'-0"/2=30 PLF CROSS TEE z z e�•�• POWDER DRIVEN MAIN BEAM CROSSTEE _ _ 3. ANCHORS AT 16"O/C �� �•�•- ANCHORS AT 24"O.C. \ w ¢ z w SHEAR=30 PLF * 16"/ 12"=40 LBS ` a > - F- w ♦ 0 0 0 0 0 0 0 0 0 o w OUTLET w � 4. UNITY CHECK (1)#10-16 SCREW e v e v o v e _j y p y Z �° eeeeeeee ° e � eeeeeee aeeeva � e J-80X - (.� �� PER STUD FLANGE 2 w u_ 40 LBS 170 LBS =0.57< 1.0 OK ` FREE END FI ED END(FULL 24• O = cr w p 5. ANCHORS AT 24"O/C 718"ANGLE MOLDING TILE SECTION v O 0 AT NEW WALLS WITH ) o = U SHEAR =30 PLF '24"/ 12"=60 LBS ACOUSTIC INSULATION, POP-RIVET 2" 2"ANGLE MOLDING `4 � ap ~ 0 4 UNATTACHED THIS SIDE UNDERCUT DOOR AS r> v m o� SET STUD TRACK INA C 6. UNITY CHECK CONTINUOUS BED OF EXPANSION JOINT o FLOOR WISH EAR o 60 lbs/70 lbs = 0.86 < 1.0 OK NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL FLOOR FINISH O cco SEALANT U.N.O. CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY 1 GENERAL NOTES 5 WALL BASE DETAIL s CEILING SEISMIC JOINTS 13 MOUNTING HEIGHTS N A-5 SCALE 1" = 1'-0" A-5 SCALE 3" = 1'-0" A-5 SCALE 3" = 1'-0" -5 SCALE 1/2" = 1'-0" = Q CV FLOOR AND/OR ROOF STRUCTURE O 0) ry ARMSTRONG BERC2 CLIP (AS ALTERNATE MEANS W O p Lo 20 GA 3 5/8" METAL STUD BRACING TO OF CONSTRUCTION FOR THIS PROJECT.) 07 d cv) 1- ROOF STRUCTURE AT 10'-0"OC WHERE ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE 3: Z 4 4 REQUIRED PERIMETER U) g � 04 SUSPENDED CEILING APPROVED VERTICAL STRUT AT 12'-0"O.C. EA.WAY L co M M BEGINING WITHIN 6-0" OF THE PERIMETER OF EACH c CEILING SECTION. SEE STRUT DETAIL L Lo � ROOF DECK RACO STYLE RECESSED REVEAL OR BEAM STRUTS AT FIXTED EDGES NOT ATTACHED TO THE HEADER. CONCEPT WALLS#1487RDT BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE MAIN RUNNER TO THE BUILDING STRUCTURE ABOVE. m RACO STYLE MTL. STUDS. RECESSED REVEAL m HEADER. CONCEPT SUSPENDED CLG ASSEMBLY m 5/8" GYP. BRD. BOTH SIDES WALLS#1487RDT O `n Z = U n w CENTER LINE OF STUD ( 5, z Nw x , / _.... :... :/;....). . SECURE ALL HANGERS TO O w w m: —1. /d 1.e_ BLDG. STRUCTURE ORA t: - 8" TRAPEZE FOR DUCT u \:I __ _ _ 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'-0"MAX IF MORE THAN 1:6 OUT OF SCREWS AT EACH END. BRACING CROSS MEMBERS PLUMB L BOTTOM TRACK. BETWEEN MAIN r T BE PROVIDED W O O HERE DISTANCE RUNNERS4'-0" F MAIN RUNNERS AT U BETWEEN PERPENDICULAR INTERSECTING O.C. SUPPORT WITH#12 w FINISH FLOOR WALLS OR HORIZONTAL BRACING WIRE AT 4'-0" O.C.OR WITH BETWEEN WALLS EXCEEDS 12'-0"OC #10 WIRE AT 5'-0"O.C. - — f -- I— 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 s WALL BRACING DETAIL 10 CEILING BRACING DETAIL A-5 SCALE 1" = 1'-0" A-5 SCALE 3" = 1'-0" A-5 QQ 20 GA 3 5/8" METAL STUD BRACING TO ROOF fZn STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE V 2'-0" 2'-0" ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT '^ INTERSECTION WALLS. FASTEN EACH END WITH - EXISTING WINDOW WALL MULLION v/ (1)#8 SHEET METAL SCREW ACTUAL SHAPE AND SIZE MAY VARY w FROM EXTRUSION SHOWN SOUND INSULATION 4'CENTERED OVER WALL EXISTING SUSPENDED CEILING GLAZING J RACO STYLE RECESSED REVEAL HEADER. CONCEPT WALLS#1487RDT IL MTL. STUDS. 3/16"x 1" BLACK FOAM INSULATION TAPE 5/8" GYP. BIRD. BOTH SIDES U) z 0 g o CENTER LINE OF STUD RACO STYLE RECESSED REVEAL a = TRACK, CONCEPT WALLS#1 487RDT Z _ w CENTER ON WINDOW MULLION AND — --- --- J SECURED BY GYP BOARD. NO SCREWS J o LL 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS - ,ryi =. IN WINDOW WALL SYSTEM ALLOWED d ,, 'a EXISTING WINDOWSILL U U) LU n BOTTOM TRACK. W Q 0) WALL STUD FLUSH WITH WINDOW SILL SMOOTH FIN. GYP BD. OVER w fn Z O METAL STUDS Z) N FINISH FLOOR-TOP OF SLAB co Z Z Ong O w0) X 3 WALL SECTION WITH SOUND INS. WINDOW CLOSURE AT MULLION U o ° A-5 SCALE 3 - 1 0 DATE: 3/11/20 A-5 SCALE�1" = 1'-0" " - �- '� CONST'/ PERMIT BLDG. STRUCTURE ABOVE REVISION 3 5/8" 20 GA STUD WITH (2)#10 SMS EACH END =iw p - (LOCATE AT ENDS AND QUARTER POINTS OF 1 = > GLASS WALL) 2. " 3 5/8"20 GA STUD 12" LONG EXISTING 3 SUSPENDED CEILING GLAZING 4. 5. ATTACH CEILING GRID WALL MOLD TO HM FRAME EMSEAL QUIETJOINT SHG COATED 6. 18 GA HOLLOW METAL-ALIGN WITH ADJACENT THREE SIDES TRACK 7. i- ALIGN BOTTOM FACE OF TRACK TO BOTTOM FACE g,C7 - OF CEILING TILE RACO STYLE RECESSED REVEAL TRACK, 8 a w i CONCEPT WALLS#1487RDT CENTER ON w = WINDOW MULLION AND SECURED BY GYP DRAWN BY: w X �, BOARD. NO SCREWS IN WINDOW WALL U) p GLASS PANELS WITH 1/4"SPACES SYSTEM ALLOWED R.M.T. LL FILL JOINT WITH CLEAR SILICONE " (.,I EXISTING WINDOWSILL WALL STUD FLUSH WITH WINDOW SILL ATTACH BOTTOM TRACK TO FLOOR WITH POWDER ;{ '{ SMOOTH FIN. GYP BD. OVER DRIVEN ANCHORS 32"O.C. ir— METAL STUDS FLOOR FINISHA� 5 4 SECTION - GLASS WALL s WINDOW CLOSURE AT GLAZING A-5 SCALE 1" = 1'-0" A 5 SCALE 3" = 1'-0"