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Plans (4) BU P2019 -00191 :11 y. , I.1. 1a. .J . • _w:r' i,'a!ue -uYi�i1ur.urrwa°uwu a.., in.-ul.nki6,ga} "II UQqwuul"uY.,M.nMSM.IMit/INypbJ,4ur:!'17:71111 R.I1# ! 11 (3!,(-• .tj 'cum Li() B.1.1r,F . ) li l,_IIN:3 1 o ( f 111 { }.'I SW• 72ND AVENUE '�Fn en ( „. _. . TENANT IMPROVEMENT �` #3 ,yT' , _. -----1 1--- , #3082 <A n n- r __R , n r..-._, n r a-.- ..__ ----.-....?// 7 r_, _._„771.15- r j Ly__ �14_______Ip:-M-__ ! Ii for I MARTEN IN. HANSON \( Li—U—L ._1-11. ----LE---IJ B D r " RECEIVED CP�CLA KANE�S, OREGON U _ U! _INIG- :QCAT OK -i - 11 r I PAcTRUST ii-11 7 LI U � U I0 �I , .I � O C �` I p n ill * CITY OF TIGARD �T` C`� C^ r , ' _I1 ■ BUILDING DIVISION J��. ,,, 0 0 K ena ■ PROJECT #19230 .'tel - 1 , ^T ii ri 1 _Tc.j b L,'y ,.,,, ,,..� )f,P I REGIONAL MULTIPLE LISTING SERVICE INC. 6),...: \\ - , /--) c\------= c- - 1.." , H -------- t---1----,'3 , `. (_.,0\ N� T_Ir__-:—..<1-, N o PROJECT NARRATIVE CD 1' \ I PROJECT CONSISTS OF REMODEL WORK TO 11 ,186 USABLE SQUARE FEET OF EXISTING -5 'a.) \ /.. �! OFFICE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALLIMETAL STUDS, s--� _ SUSPENDED CEILINGS, DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA Q o \ f ,----1.. .- m r i REQUIREMENTS. � � M po T � i� cnIt 2 I �� /3;\\\\ \\\\,2 ) 1 nn lTI WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT Z Q N � Ar4-- / PLUMBING WORK CC O o "n TT �� FIRE PROTECTION SPRINKLERING C o S ti J HEATING, VENTILATION & AIR CONDITIONING WORK :E c) ¢ N N '--,,....�`--`-� ---. ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE o M M`(° - TO -IBCI & I1 rTh LOCATION MAP ze A-O NOT TO SCALE BUILDING INFORMATION OWNER: PACIFIC REALTY ASSOCIATES, L.P. EP ® 5) 15350 SW SEQUOIA PKWY #300 PORTLAND, OR 97224 U Q 0 i (503) 624-6300 (PHONE) (503) 624-7755 (FAX) 0 I / 1z l I 30pb191 (BLDG. A) - 0 I i m Z 0 _ ■ _ -- _ - CONST. TYPE.: Ill-B _ III 1 J TTh7 THIS BUILDING HOUSES FOUR SEPERATE TENANTS INCLUDING THIS TENANT. THE EXISTING 0 f - BUILDING IS A TWO STORY BUILDING OF 22,835 SF AND IS FULLY SPRINKLERED. THERE IS 5 y�y�}y li FRONTAGE ON ALL FOUR SIDES OF AT LEAST 100 FEET. Im w v V 0 V 0 u_ 1.Y W, . _ ,,._ (1) �`- ' I _ ACTUAL BUILDING AREA TOTALS _ raj _ 3 ' I x B OCCUPANCY 22,835 SF 0z F 7-7 I 11 i, � I � "Q 1 \ MIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3.2) '— I I I l i i —, ,/ 0 CO T B _ _ I _ �, E•, 4-` ALLOWABLE AREA - J � ,-- FA , _� 'I r• 1 1 B 19,000 + (200% INCREASE FOR FIRE SPRINKLERS) = 33,250 SF W _1 CL I- - AREA OF WORK 0 cv 22,835 SF < 33,250 SF -NON-SEPARATED OCCUPANCY IS ALLOWED (508.3.2) '""-" I L I ' �. I---- w C (7. i I I"' TA T D ) .� _.. _ — =or _ _ .r �2 _ FIRST FLOOR PLAN TENANT INFORMATION 2 ? N A-0 i°-2o' (TD TENANT: REGIONAL MULTIPLE LISTING SERVICE, INC. -J w Q LQw 0 2T 5 OCCUPANCY AREAS & LOADS: z 0) a Ix 0) zo �,- B 11 ,186 SF USABLE 112 OCC Q .2 o Go �- - 11 ,833 SF RENTABLE — m z 1 I \ \ I .W = o I / / \/4r--\__ I NUMBER OF EXITS REQUIRED o B 2 EXITS ' _ 0 ° DATE: 7125119 PERMIT SET ' 'r - - 1 - - -] CODE SUMMARY FICE COPY CIIYOFTIG� REVISION REVIEWED I FOR CODE COMPLIANCE I\ I .L I ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: Approve I 1 I I ' OTC; am ) 2• . ,--o:' . -f - • 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) Permit #: ttn�lci-C`�tQ1 3. rII • 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) 1g1 n >I _sem 7z Avg 4. I I • Address: = • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) suite #: a.o0 . O \ �- _ I'J • 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) By: Date: g- ).� q 5. v I IW/ I • 2014 OREGON FIRE CODE (OFC) - .. 6. i i_ .. ._. • ASCE-7-10 7. 'F I y / • ICC/ANSI A117.1 -2009 8. - ): "L.: ,IlH]IIIIInI. I / • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE - _ L-_, deDRAWN BY. BT VALIDITY OF PERMIT - ' i Ig- ' THE ISSUANCE OFA PERMIT BASED ON CONSTRUCTION _ • AREA/ OF WORK MENOTHER IL ,j_r3 '. oOCL NPREVENT T / THE CODE OFFICIAL FROM ` 1 1 ,.// REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 A- 0 0 - _ , , SECOND FLOOR PLAN /N NOTE: ALL FURNITURE AND EQUIPMENT SHOWN HERE IS FOR REFERENCE ONLY AND NOT \A-� I 1132" = 1 -0" w FOR CONSTRUCTION.TENANT IS RESPONSIBLE FOR DESIGN AND INSTALLATION. 01 00 00 GENERAL DATA 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16"PARTICLE BOARD WITH MATCHING P-LAM OR c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE • /Q�Q GENERAL REQUIREMENTS PATCH HOLES READY FOR PAiNT. PVC EDGES. ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, ` 1 • 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR 6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. �"/ 1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND PAINT d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 7. FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A �N:` 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. t�^�^.. #3082 �� 2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 8. THERE SHOULD BE 1/8"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS. ROOFTOP MOUNTED FAN. ‘.:J CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED WALL CONSTRUCTION MATERIALS 9. HINGES BLUM#75M3580,110 DEG.SELF CLOSING CLIP ON(OR EQUAL). 17.HVAC TESTING. MARTIN W. HANSON n CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE / •-t • THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. INSTALLATION. . 10.DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, 3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURALI�•: ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN.FOR HD AND FILE DRAWERS. EQUIPMENT ODAND SYSTEMS ARE CALIBRATED,ONS. ADJUSTED AND OPERATE IN ACCORDANCE WITH CLA M;�� OREGON EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK t• ; ,;,111:13, ULLS-96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. ROVED PLANS AND SPECIFICATIONS. 1 PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS.; ii'; .•0• O DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. -) bI:.;p '' 2.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE(SPEC SHEETS)FOR EACH SINK. b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN (�i� ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. ��n/�, • LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(3 0004; CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASH c. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND ` OF Q�� SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. PSI)G60. x f' ; TO BE SEALED. MINIMIZE COUNTERTOP BUILD UPS AT FRONT AND BACK OF SINK CUT OUT TO FiLED WITH PACTRUST. • 4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR ACCOMMODATE PLUMBERS SINK CLAMPS CLEARANCE. 18.PROJECT CLOSE OUT DOCUMENTS REQUIRED: • STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS U.N.O. UPON DISCOVERY OF A DISCREPANCY TO AN APPROVED EQUAL. 13.KITCHEN/BREAK ROOM CABINETS-BASE CABINET WITH P-LAM TOP ON PLYWOOD DECKING AND 4"BACK THIS INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. • 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.Q. UPPERS 12"D X 36"H-ATTACH TO WALL a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. PROJECT #1 9230 5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. C-36. WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 24"DEEP. MICROWAVE SHELF 18"D WITH 3"RADIUS b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. 6. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET WALK-OFF MATS"TO PROTECT EXISTING 6. WATER RESISTANT GYPSUM BOARD BASE,2 AT UPPERS).SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM OUTSIDE CORNERS. P-LAM AT TOE/BASE. ALL SHELVES ADJUSTABLE.PROVIDE HOLES AND POSTS(1 AT " c. HARD COPY OF AutoCAD FILE ABOVE. CARPETS. C-630. " 14.WORK/COPY/STORAGE CABINETS-BASE CABINETS WITH P-LAM TOP ON PARTICLE BOARD DECKING. SCRIBE d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. 7. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR COUNTERTOPS TO WALLS. ALL CABINETS OPEN MELAMINE STANDARD INTERIORS WITH DRAWERS,U.N.O. e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. ROOF MEMBRANE TO MATCH THE EXISTING ROOF. TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. UPPERS AT 15"D X 30"H -ATTACH UPPERS TO WALL WiTH FRENCH CLEAT. BASES AT 24"D X 36"H H. P-LAM AT 4...0(EXCEPTION:EXCEPTION AT LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) TOE/BASE. ALL SHELVES ADJ.HOLES AND POST(1 AT BASE,1 AT UPPERS). 26 00 00 ELECTRICAL: DESIGN/BUILD ` 0 8. ALL RODE WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD'/:"THICK WITH SQUARE,REINFORCED, / COMPANIES INCLUDE: SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. 15.WORK COUNTER TOPS-COUNTER TOPS WITH P-LAM ON PARTICLE BOARD DECKING. SCRIBE COUNTERTOPS GENERAL W a. ARROW ROOFING, 503-460-2767 TO WALLS. PROVIDE GROMMET HOLES ABOVE ALL POWER AND DATA LOCATIONS. PROVIDE STEEL MID SPAN 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES, ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. SUPPORTS AS NEEDED EQUAL TO WORK STATION BRACKETS AS MFG.BY A&M HARDWARE,INC HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. b. PACIFIC ROOFING,503-640-3163 (888-647-0200). 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING +� C. ROOF TOPPERS,360-574-7248 1 LOSE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH 21 00 00 FIRE SUPPRESSION : DESIGN/BUiLD SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. (,) d. GOT YOU COVERED ROOFING,503-975-9136 SYSTEM. 1. ADJUST EXISTING SPRINKLERS THROUGHOUT SPACE AS EQUIRED BY CODE. SPRINKLER HEADS SHALL BE 3. ALL NEW ELECTRICAL DEVICES TO MATCH EXISTING S. 9. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS WALL CONSTRUCTION EXECUTION CENTERED IN 2 X 2 CEILING TILE,LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD 4. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIE ED AND APPROVED BY ARCHITECT PRIOR TO 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USiNG SELF-DRILLING OR SELF-TAPPING INSTALLATION. 5. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. .", 10.PROVIDE ADEQUATE'PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW '• 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 2. PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. NO"OOPS RINGS ALLOWED". 6. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. METER C BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION MATERIALS LIGHTER THAN 18 GA. IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO 0 ACTIVITIES. 22 00 00 PLUMBING : DESIGN 1 BUILD TENANTS MOVE-IN. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS GENERAL REQUIREMENTS CO 11.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. 7. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO Cl)VJ RESTROOM FACILITIES. FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN 1-FOOT CANDLE. 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 12.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT 8. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE 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 2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL(1)MASTER SHUT OFF VALVE FOR EACH SET OF HOUSING,WITH BATTERY BACKUP. CC/ y COMMON BUILDING AREA BE USED FOR STORAGE. LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE RESTROOMS. LOCATE VALVE BEHIND HANDICAP WATER CLOSET IN MEN'S TOILET ROOM. I I- C 13.KEEP THE ROOF FREE OF DEBRIS NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE 9. WHV/12 NEEDED,CONTRACTOR V/ 77VNYHAND ZE TO NEW DRY TYPE TRANSFORMERS TO PROVIDE N (I.E. 3. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN. < N STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP INSULATED. • Is- 14. 14.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG a. TRANSFORMERS TO BE ENERGY STAR LABELED. 0 O 15.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, TRACK.AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. 4. WATER HEATER(ELECTRIC)30 GAL AND LARGER 277V LESS THAN 30 GAL 120V. PROVIDE HUB DRAIN AT b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. D w ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. LOCATION FOR BLOW OFF. 0 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C wQ O U) 16.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. THE PROJECT. 5. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS (j) M ti 17.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING,INSTALL THE GYPSUM BOARD(OR AUQATOUGH) FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR O �. OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM Z 1 1 WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WiCKING. AVAILABILITY,(503)236-4148. • SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL Q N N 18.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. 6. FLOOR DRAINS SHALL BE INSTALLED iN TOILET ROOMS CONTAINING TWO(2)OR MORE WATER CLOSETS OR 2 ASSEMBLY AND CASE. 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. OR MORE WATER CLOSETS AND URINALS IN COMBINATION. THE FLOOR SHALL SLOPE TOWARD THE FLOOR I- O CO 19.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. 11.FOR FLOOR POWER AND DATA ACCESS CO 0 I- �-.,,-_.• 7. FINISH QUALITY: DRAIN. Q M Co) - THETHECONCLUSIONCONSTRUCTION. -8 LLT" a. AT RAISED SLABS:USE WIREMOLD R 7 FLUSH POKE-THRU M 20.PROVIDE AS BUILT"DRAWINGS OF WORK AT CONCLUS O OF "AS-BUILT" C US O THRU SERIES OR EQUAL DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WiTH RED AREA PROCESS TRADE NOMENCLATURE 7. FLOOR DRAINS TO BE INSTALLED WITH PRIMER VALVE WITH ISOLATION VALVE. NO ATMOSPHERIC LO Q O O > - PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALSPRIMERS. DRAINS TO BE PRIMED FROM TOILET FIXTURES UNLESS OTHERWISE APPROVED BY b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS r. IZ -- SHALL BE PROVIDED FOR ALL MECHANICAL,ARCHITECT. ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS BUILT CAD OFFICE/OTHER AREAS TAPE/2 FINISH COATS*/ SMOOTH FINISH TAPED(LEVEL 4) PACTRUST, PROVIDE A MIN.12"x 12"ACCESS DOOR. AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1'CONDUIT FOR POWER AND 2'CONDUIT FOR FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL USG"FIRST COAT' *SAND AFTER TAPE/FINISH COAT(S) PLUMBING-BREAK ROOM FIXTURES DATA. "AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED AND APPROVED. NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FiNISH 1. REUSE EXISTING FIXTURES WHERE POSSIBLE. 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. 21.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED SHOWN ON PLANS. 2. BREAK ROOM SINK ELKAY ELUHAD211545(UNDER COUNTER MOUNT) TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 3. KITCHEN FAUCET-AMERICAN STANDARD COLONY SOFT SINGLE CONTROL FAUCET#4175.500 14.00CUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. 09 53 00 SUSPENDED ACOUSTICAL CEILING 15.TEST ALL LIGHTING ONT M WHETHER OR NOT SHOWN ON THE DRAWINGS, CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 4. INSTANT HOT WATER DISPENSER 1N SfNK ERATOR MODEL#H770 SS AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND CD 22.ITEMS OR WORK N07 TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.LC". 5. 1/4"COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES IF SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE 0 23."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS iN THE SAME 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING REQUIRED. IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. - PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. Q 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. PROJECT CLOSE OUT DOCUMENTS REQUIRED: 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA 24.00 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. Q 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO 1. PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION.INCLUDE THE FOLLOWING: 25.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE 0 _ TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO INSULATION,GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FiRE a. DIMENSIONS (HORIZONTAL AND VERTICAL)OF BUIRED PLUMBING LINES INSTALLED OR DISCOVERED BY DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION -_ -_ REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL SPRINKLERS THIS CONSTRUCTION. OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING Z REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE 5. PRODUCTS: b. LOCATION OF SHUT OFF VALVES OFFICE LIGHTING _ _ -- • ---0 CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS J DIRECTED AT CONTRACTOR'S COST. a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) 23 00 00 HVAC : DESIGN/BUILD 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835. 26.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND b. TILES-ARMSTRONG FINE FISSURED#1732,24 x 24 x 5/8"W/ANGLED TEGULAR EDGE HVAC-BID PROCEDURE 2. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 LO6 AR LD MVOLT TRW Z m PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS)" SUBMIT A MINIMUM OF TWO COPIES OF ALL . c. ACCESSORIES-MANUFACTURERS'STANDARD 1. FOR BiDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN 3. OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRfM TILE EDGE TO CREATE TEGULAR EDGE PROPER WORKING ORDER. MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. CONDITION SO THAT CEILING TILES LAY FLAT. 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH ACCEPTABLE. .+ 27.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS 7, CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE UNIT 4. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO W • CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. 3, LIST TONNAGE OF EACH UNIT. "VACANCY"AND TO TURN ON AT LAST DIM LEVEL. - LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD �./� INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. HVAC-DESIGN PROCEDURE - _ CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE 9, INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS. THE OTHER TWO EDGES SHALL BE 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY ATTACHED TO WALL MOLD USiNG BERC2 CLiPS ALLOWING THOSE TWO SIDES TO FLOAT. LISTED BELOW. THE ARCHITECT PRIOR TO INSTALLATION. c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD -FM 28.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO 2, PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR 28 30 00 ELECTRONIC DETECTION AND ALARM 12K INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH GENERAL FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. U) W GENERAL 11.INSTAL_TWELVE GAUGE VERTICAL HANGER WIRE TIES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND INCLUDE THE FOLLOWING: FOR HORN/STROBE DEVICES USE"SYSTEM SENSOR"SPECTRALERT ADVANCE DEVICES,OR APPROVED EQUAL. 1. REMOVE ALL EXISTING VCT,SHEET VINYL,ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR THEMSELVES WITHIN THREE INCHES.INSTALL PLUMB WITHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE a. DUCTING AND SiZES TO INSTALLATION OF NEW FLOORING. PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL3 END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. b. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRiLL OR DIFUSER `.,� 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH c. ROOF EQUIPMENT,SIZES AND LOCATIONS �V` 1 A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 12.PROVIUE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER IOC' POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. d. UNITS REQUIRING DUCTED SMOKE DETECTION Z 01 23 00 ADD ALTERNATE PRICING REQUIRED 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. e. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 1. STUDIO 229 • WiRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES f. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS 1•- INIM FROM THE PLANE OF THE CEILING.ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A a. EXTEND ALL NEW AND EXISTING WALLS TO ROOF STRUCTURE MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH g. ZONE DIAGRAM b. ADD RECESSED AUTOMATIC DOOR SWEEP AT BASE OF DOOR A SAFETY FACTOR OF 2,WHICHEVER iS GREATER. HVAC DESIGN STANDARDS c. INCLUDE CASKETING FOR DOOR FRAME 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: J 0 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL. 2. ADD ELECTRONIC LOCK HARDWARE TO DOORS 202A,202B,202C,244,216A. 1. 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). 16.INSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UN-ATTACHED , , t 3. OFFICE 226-RE-FACE EXISTING CASEWORK EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY Li.l 4. BOARD ROOM 221-ADD BASE CABINETS UNDER COUNTER TOPS INCHES OF THE PERIMETER WALL. TENANT PRIOR TO CONSTRUCTION: 111111114 08 10 00 DOORS AND WINDOWS 17.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. a. EXTERIOR EXPOSURE AREAS 0 • 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE 18.REPLACE ALL NON STANDARD CEILING TILES WITH BUILDING STANDARD b. INTERIOR AREAS,SIZE AND USE N 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 19.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. c. CONFERENCE/TRAINING ROOMS W a. BAXTER AND FLAMING. (503)225 0486 20.BENT OR DAMAGED T-BARS TO BE REPLACED. d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION - AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. I- b. D&O DOOR (503)205-5533 • 21.20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES 4"EXPANSION SLEEVE 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. D ACCEPTABLE. c. BENSON INDUSTRIES (503)907-2200 PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES. ~ d. GRANT SUPPLY (360)887-0647 09 91 23 PAINTING VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLIT INTO MULTIPLE ZONINTERIOR: 3. DOOR AND RELITE FRAMES SHALL BE WESTERN INTEGRATED MATERIALS(WIM),ALPHA ALUMINUM,OR 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES. = N APPROVED. SUBMITTAL REQUIRED PRIOR TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH 1. WALLS: Z CUSTOM COLOR. 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. Y W O a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. e 4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 COCl. Q W FRAMES AND HARDWARE TO MATCH EXISTING-BUILDING STANDARDS. 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. 5. ALL INTERIOR DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. LATEX ENAMEL. 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED Z Z cn 0 6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 2. DOORS AND FRAMES: TO A MONITORING STATION WITHIN THE BUILDING. O .N N Q ci 8. ECONOMIZER TO MEET CODE AND AS FOLLOWS: C N- 7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 5"BACKSET U.N.O. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR 7 8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR ROLLED APPLICATION. a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. m HARDWARE AND DOORS AS WELL ASA CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAiN AND FINISH b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH b. BAROMETRIC RELIEF ON 5-7 1/2 TON UNITS. CJ APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION , c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. _2 O I- SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS "U r c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. t0 O Q SAMPLE. PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, I..V. -a. 0- AND AND FINISH WITH SATIN OIL ENAMEL. 9. ALL UNiTS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. 9. ALL INTERIOR GLAZING SHALL BE TEMPERED. d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. 10,DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEIILING. DATE: 7/25/19 10.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WITH A SCHLAGE MORTISE DOUBLE 3. CEILINGS: MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR• . CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RiNG 1 1/8"LENGTH 11,DISTRIBUTION DUCTWORK: PERMIT SET WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO 11.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. FINISH FOR AS NEW LOOK. b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. REVISION 12.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. WITH MILLER PAINT 6200 OR 4480. c. WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH 09 00 00 FINISHES 4. GENERAL NOTES: MINIMUM R4.2 INSULATION WITH FSK BARRIER. GENERAL a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER d. HANGERS 12 GAUGE WiRE OR 18-GAUGE 1"WiDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD SPRAY. HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT. b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 - 2. 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND DEGREES. 3. a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS RAGS AT THE END OF EACH DAY. f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. b. PLASTIC LAMINATES d. UPON COMPLETION OF WORK,CLEAN ANY PAiNT SPLATTER BY USING PROPER METHODS OF WASHING g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. 4. c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) _ AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. 12.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. •- d. PAINT e. PROTECT WORK OF OTHER TRADES. 13.DIFFUSERS: 5. - e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS f. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN 6. f. TOILET PARTITIONS 10 00 00 SPECIALTIES TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. HARDWARE 1011 00 VISUAL DISPLAY SURFACES b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- 7. g DESIGN TITUS 350;EXHAUST-METAL OR ALUMINUM-1/2"x 1/2"EGG CRATE DESIGN TITUS 50F. 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. 1. PROJECTOR SCREEN: USE DA-LITE BOARDROOM ELECTROL,GLASS BEADED. SEE PLAN FOR SIZE. 10 28 13 BREAK COUNTER C. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST 8. 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET WYE BRANCH. •- 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE) 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT - 09 21 00 GYPSUM BOARD -. 10 4416 FIRE EXTINGUISHERS COMPLETION. DRAWN BY: • 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) 14.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE RMT GENERAL HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WHERE POSSIBLE. 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. APPROVED SUBSTITUTE: TOTAL-LINE SIGNATUREcQ/y1NlER;IAL THE N/O rAT IVODEL NO.P374-2800 -7 DAY PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S 12 00 00 FURNISHINGS • PROGRAMMABLE WITH LOCKOUT FUNCTION-AUT c NG OVER p Y MOUNT AT ADA HEIGHT(MAY DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND REQUIRE CHANGING HEIGHT AT"REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. THERMOSTATS AND BALANCE SYSTEM. EACH SIDE AND OPPOSITE SIDES.. 12 23 16 CABINET SPECIFICATIONS 15.THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WiTH SANDING BETWEEN 1, ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. 16.EXHAUST FANS: FINISH COATS(LEVEL 4 FINISH). PAiNT AS INDICATED. 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT 01 3. HIGH PRESSURE LAMINATE(P-LAM HPL)ALL EXTERIOR SURFACES,INCLUDING 4"TOE KICK. EDGE BANGING CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. COAT(LEVEL 3 FINISH). PAINT AS INDICATED. (MATCHING PVC ACCEPTABLE),FIN ENDS,DOORS,AND LIGHT VALENCE ETC. UPPER CABINET BOTTOMS COOK GEMINI SERIES 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS,100 CFM WITH A 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD SONE RATING OF.9 OR LESS,200 CFM WITH A SONE RATING OF 1.6 OR LESS. METAL STUDS. MELAMINE FiNiSH. b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOiNT SHH WHERE WALL 4. TOE KICK PLYWOOD 4"H WITH P-LAM COVER MOUNTED EXHAUST FANS,WiRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. • MEETS MULLION AND QUiETJOiNT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. ■ 1 'I 2 3 4r-- ,�� . #3082 �► MARTIN W. 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DATE: 7125119 PERMIT SET FIRST FLOOR DEMO PLAN rn" (2� SECOND FLOOR DEMO PLAN (.7_ REVISION ED118" = 1'-0" DEMO NOTES: DEMO NOTES: • REMOVE IMPROVEMENTS SHOWN, SALVAGE DOORS/FRAMES 2. • REMOVE IMPROVEMENTS SHOWN, SALVAGE DOORS/FRAMES • REMOVE ALL FLOORING, GLUES AND BASE WITH EXCEPTION 3. OF REST ROOMS-SKIM PATCH WALL FOR NEW BASE 4. • REMOVE RECEPTION COUNTER AND RECYCLE/DISPOSE OF • • RE-USE DOORS, RELITES AND FRAMES WHERE POSSIBLE 5. 6. 7. 8. • DRAWN BY: RMT . 2 0 4 i i- 5 4 , 3 i #3082 . (\:1-1: „ MARTIN W. HANSON n 128-a .- 1 i > CIS LA KAMAS, OREGON e OF ell <(' 11 ..1 �II� III, / �� ] i- -. .. >� .. .. .. ., ° • 1 'I • / I PROJECT #19230 I'.7..--.7-1 r� �i R-'} S-1 s-7 F-�T-7' -7 C- C- -7 V-J s-tel �(• L�x�.'I L��c�,', • 1\V I I i\nIi 1\n/P—Sy'i\n/� i\)( I I \n! 1\)11 • i\V 1 i\n 1 • \)( Ic----661,-"---/ �\ t_�li .t_� I/ \I + _ i_y i_\ i_ L_. IL_. /- 1/4 1 j\)( I1 �i\n 1 N . I/ \I . 1/ \I (1 ) 3 4 I ! I C ! I ]C I ; 1I/ ,I s ire------- . 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RECYCLE/DISPOSE OF 3, RETAIN DRY WALL CEILING AT STAIR WAY TO REMAIN • REMOVE SOFFIT VALANCE AT RESTROOMS 4 5. 6. 7. - 8. DRAWN BY: RMT ii r-- (-- . 2 3 4 �� #3082 ii MARTIN W. HANSON C6 120'-0" / .—I >- 0.-ALA K CAMbS, OREGON io .rt'.: I I I -7)• 1° . — - - _ F '' � � SII iia! n r. # I A A A U / PROJECT #19230 II, 4 / ,.... 60"A.F.F. , \ CONFERENCE ® A .. ., OFFICE OFFICE OFFICE OFFICE OFFICE 1,_. ._ ._. 1 227 1 228 1 235 2381 237 12381 y U 1 / , ,, Tv J�1" - -11-4" V/ J// \\1 1 _..., 4 x x Y OFFICE (2--- / . ...„ \,.. 228Fs % 237 Iyuj1 238 _ _) _- ____ /( 3 ) \ �J 1 / , , OFFICE 1 12261 / I -r -_...........................__.-r CIRC. :�°' J-BOX ABOVE 6 X 6 REL ITE 234 _ • CEILING FOR TENANT 36'SILL O O r CO 1 JG° • POWER POLE EQ. \5-0' EQ. 5A" 1 2x39 D _ . TV 50''-/ I I \ I 11 1 :..T. " to77% T x . _ V. .._ _ iiI5 1:3 \ . _ /1 , _ ! , _ , . ,'24?____ . °� — N I N. // i STUDIO ''s Raz'o^ S R . O O / x J I x I �, STORAGE (� p Ll} 229 s� ik sL..,ALIGN,..,_ CIRC. ._ 12431 W _ CONFERENCEp �} 225[ BREAK o . r ❑> 5z co 1- ! 229 242 X243;, --(ii) ( - 1241� 5'-5^ J .tco N JJJ I r _"-AiTGN •7 (1� d cD OPEN OFFICE Illill ♦' :xxx::xxYxxxx1481 I y EC I R32'0' x Fxxxxxxxxx fo Lo , L_ \j_ V {f F OPEN OFFICE E to It % d I �' 12221 etvOFFICE 240 60"A.F.F.— 2301 .. I �-..__.._..-----�-� � -I � ,/, � � I +3 5d '16: 15__ r 15* �7)CIRC. ii --- -�I� 5'<"I . r ' . ..---- to lc: 0 0 I 0 \ , } J.BOx ABOVE 231 J U T' 0) � tn, 0) 224 ( CEILING FOR TENANT > '1 POWER POLE ---1 j t: •U + OFFICE• J BOXABOVE JW�_ Q. =c-:7, 224 CEILING FOR TENANT �� ' OFFICE 1-\:;,_1 PowER POLE 231 \_ TRAININGI 1 I I ® a ____ >:< IOFFICE I Ii_�— a— �_: ] ❑ — _ �' — — Kxxxxx� — BIRO. — 1 �. -- - - _Z ■L14� \ I232� VEST. ECH *--- i0-114 J 205 207 1 t OFFICE OFFICE �E _ '" Z m 04 , v.,: , 233 /, \ / -..) - L/ VAT s. -- / 4:3. .......1 OFFICE [ . , O I .xxxxxxx,x / 1146 —I j 1 A�., I' III ( i I T 11 ) A rzi Ise"- ; EST. // BE1"A.F.F. HC SR o i 1203 1� ._.__ " —___.__ C` w LL OPEN OFFICE 1' OPEN OFFICE 1204 I A (A n 11az �0 R _ 4 {21$I , RECEPTION // l.J, OFFICE � � LOBBY3 // / I IT I �2n2J :i 1 1451 Iwo / �:a._ _ l219 I ._ r JL •J iz - ..w• Leim I// /' 7'10' 6 10" k ` T \ 171 I 454: // 1— R / - 1.11 (1) ;i ,4 V (-6-N'. OFFICE — --- ,_: --- X — •. � / /\/ ),/___,.. -- '2 LI II"'►- .Al .1 S AIR \ ' .• I MAIL OFFICE jf 144 I. �' 103 �) 1217 1209 �_.._. OPEN OFFICE CONFERENCE 21 2188 % 221 cj FER IRC. �� 111= LLI 11401 5a 215J �� is.. CL 0 c 104 EQ. Eq. \. W 1-0" .g+ f r ii._J _ CIRC. f 1 1 CIRC. I A,�#X2101 \$4 1 STAIR I102 0 TAIR 0 W d 0 BREAK II 1 1- © �, [21B 6 N 143 I j OFFICE \� Z \\ ___r I r r:�= 11 i ? � J7 211 / - 214 212 x / 0 z O x e, 13 ,.. OFFICE OFFICE OFFICE N _ ELECT. ❑ o . 105 OFFICE x 12141 213 12121 •!lOk 40 \ I 1 �r4s/ z � Dw I141� / \ \ t // m • � U\ d AV` 3 V '''' • y[b / o ..,- A , .. . -j ' . _ _. . – — 1 1 ,:taha . DATE: 7/25/19 PERMIT SET —69 FIRST FLOOR PARTITION AND POWER PLAN _ 2 SECOND FLOOR PARTITION AND POWER PLAN m REVISION C-i-I- 118" = 1'-o" A-4 1/8" = 1'-0" CV CONSTRUCTION NOTES 1. • PROVIDE BACKING IN WALL AT TV LOCATIONS 2. 3. 4. - CONSTRUCTION LEGEND 5. EXISTING TO REMAIN 6. E ' EXISTING TO BE REMOVED 7. ,,,--- -n AM NEW STANDARD WALL 8. VLF iak NEW STANDARD WALL WITH INS. 0.,.....--- leNEW STANDARD WALL WITH INS.TO BUILDING STRUCTURE ABOVE CEILING GRID DRAWN BY: • RMT O DUPLEX RECEPTACLE ELECTRICAL PANEL • FOURPLEX RECEPTACLE ® POWER J-BOX o,t) DEDICATED OUTLET ® FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA EXISTING ELECTRICAL TO REMAIN a FIRE EXTINGUISHER IN RECESSED CAB. - 71711 A74 FLOOR MONUMENT W/SERVICES SHOWN ® FIRE EXTINGUISHER-SURFACE MOUNTED 0 SPECIAL OUTLET ® THERMOSTAT 4 TEL/DATA MUD RING WITH PULL STRING 0 2 C3 4, ,,I .� #3082 �.,, 120,_0„ � MARTIN W. HANSON Ccg � cf)�CLAtKAMAS, OREGON , I I 1 -0- !� k 1111il 1 Ai ' — .. .. Cif' i� I1 r'; Cl i a ©, O1 L. . Il 1 1 lA /11] I. PROJECT #19230 S =52IE . ./ \ ..''E; \ V 1 (2-------\, 3.._____ 4 / . s — SEM .7-,-rr, \ r----\\„, , . _. \ L II\N 1tlwn. . :4:, IN. Fit { tl 4 11 6s„_ .. . ,I_ _r\\, . I I I I u. • i ,, .. , _ 1 CD4 c] I , . ___ , , _ o- P-• K , D ,/, _, D) „. ,/,'•J . t < N ---.......) 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ACE 1... ,1 vii, 7 1 , 7 0 ..: . 1 Y 6 / F P1.61 � ,X A a -11-1—X • • a A__Xl a • .. CLO I , w Di D - x t(3\ a � H H A / C w ct \\,„_ ›Kj Y›<1 ><y 1 © fr--' ti ZN� / Q 6 . ..• e . 71. \ I / \ XrIX3 • /. .X ./ \\ H \ 1— /1-A) \ n itAi//i''' • V \,,,, .. „: :: ... .. ., :: . , ,..... co ,..., I _ I A — Et a1- a DATE: 7125119 PERMIT SET 1 FIRST FLOOR CEILING PLAN "CD2 SECOND FLOOR CEILING PLAN A-5 1/8" = 1'-0" W" T, REVISION A-5 118" = 1'-0" 1. 2. 3. 4. CEILING LEGEND 5. 6. 2 X 2 LED BLT CEILING FIXTURE 7. RECESSED LED LIGHT(TYP.) 8. STANDARD SWITCH ® OCCUPANCY SWITCH DRAWN BY: RMT x CEILING OCCUPANCY SENSOR SUPPLY DIFFUSER (Al RETURN DUCT I ® EXHAUST FAN 2 X2 TILE ' SPRINKLER HEAD ... 5 9 EXIT SIGN(LED RED) R. HORNISTROBE FIRE ALARM(WALL MOUNT) ' ,I HORNISTROBE FIRE ALARM(CEILING MOUNT) i--- 4c)c.5 ,,..„, 1 2 3 5 DOOR SCHEDULE �-,� 3---- �� DOOR DATA FRAME DATA FIRE RATING HARDWARE I REMARKS CD v.MARTIN W. HANSON ,___.J MARK DOOR SIZE THK CORE VENEER FINISH HAND TYPE FINISH DEPTH ACTION MANUFACTURER FINISH FUNCTION 6 1201-0" —40� 1-06f+ A o-i1 I ,y7•+• I ff.. Elf.:1 I E. 1 ;LAIC Wiwi nLHi,r� 14 rra- j-- j GFg�GCH a[, 1_J. _ _ �NEW DOOR — ›� ,n9 12' " " L•'Tf I l I r ..� 'Arl"�4' I �. EVER/LINK 1 ' f - I .- _ - - = • ooF- t IE17 la^-4- :� 10.E ITF i .- - 5,.. CLA,KAM�S, OREGON 1 ' " ' 4 718" LEVER l CLOSER SCHLAGE 625 BRIGHT CHROME ND1OS NEW DOOR AND FRAME 202A 3'0"x 9 D" 11 314' SC BIRCH PAG FLED 2010/38001 I Right ;WIM BLACK 209 3'-0"x 9'-0" 1 314 SC BIRCH ;RAC RED 2010138001 Left WIM BLACK 6 LEVER l LOCK SCHLAGE 625 BRIGHT CHROME AL53PD RELOCATE DOOR AND 3X9 SIDELITE 1--E-- — � f � �,(+ 211 3.-0"x 9.-0" 1 314" SC BIRCH PAC RED 2010/38001 Right WIM BLACK 4 718" - LEVER l LOCK SCHLAGE 625 BRIGHT CHROME AL53PD RELOCATE DOOR AND 3X9 SIDELITE O� - — 1' I la I 4� 1... — 212 3'-0"x 9'-0" 1 314" 1 SC BIRCH PAC-RED 2010/38001 Right WIM BLACK 4 718" LEVER 1 LOCK SCHLAGE 625 BRIGHT CHROME AL53PD RELOCATE DOOR AND 3X9 SIDELITE O� ) . .. . • I I I E ;,�: I D 213 3'-0"x 9'-0" 1 314" SC BIRCH PAC-REQ 2010/38001 .Right !WIM BLACK 4 71$" -- LEVER/LOCK SCHLAGE 625 BRIGHT CHROME AL53PD EXISTING ADD LOCKSET I 1 214 3.-0"x 9'-0" 1 314"SSC BIRCH PAC RED 2010138001 Left WIM •BLACK 4 718" LEVER 1 LOCK 1 SGHLAGE 625 BRIGHT CHROME AL53PD RELOCATED DOOR-NEW HARDWARE PROJECT #1 9230 ,al ? 216A 31-0"x 9'-Q" 1 3/4' SC BIRCH PAC-RED 2010/38001 Right WIM :BLACK 4 718" -- LEVER/CLOSER SCHLAGE 625 BRIGHT CHROME ND8OPDEU !NEW DOOR 216B 3'D"x 9'0" 1 314" SC BIRCH PAC-RFD 2410/38001 Left WIM BLACK 4 718" -- LEVER 1 CLOSER SCHLAGE 625 BRIGHT CHROME ND96PD [RELOCATED DOOR NEW HARDWARE \ 220 3'-0"x 9'-0" 1 3/4' SC BIRCH PAC-RED 2010/38001 Left WIM BLACK 4 71$" 1-- LEVER 1 LOCK/CLOSER SCHLAGE 625 BRIGHT CHROME ND4OS RELOCATED DOOR-NEW HARDWARE CONFERENCE OFFICE OFFICE OFFICE OFFICE OFFICE 221 3'-0"x 9'-0" 1 314" •SC BIRCH _PAG-RED 201DI38001 Right ;WIM BLACK 4 71$"_-- LEVER LATCH SCHLAGE 625 BRIGHT CHROME •AL53PD RELOCATE DOOR AND 3X9 SIDELITE 223 3'-0"x 9'-0" 1 3/4" SC BIRCH PAC-RED 2010/38001 Left 1 WIM BLACK 4 718" -- LEVER 1 LOCK SCHLAGE 625 BRIGHT CHROME AL53PD +RELOCATE DOOR AND 3X9 SIDELITE -�--� 1227 228 12351 1238 1237 1238 \ E_. I ,// 1 224 3"-0"x 9'-0" 1 314" SC BIRCH PAC-RED 2010/38001 Right WIM BLACK 4 718" -- LEVER 1 LOCK SCHLAGE 625 BRIGHT CHROME AL53PD EXISTING-ADC}LOCKSET 226 3'-0"x 9'-0" 1 314" •SC BIRCH PAC-RED 2010!38001 1 Right WIM BLACK 4 718" -- I LEVER/LOCK SCHLAGE 625 BRIGHT CHROME AL53PD EXISTING-ADD LOCKSET „ I 228 3'-0"x 9'-0" 1 314" I SC BIRCH PAC-RED 2010/38001 I Left WIM BLACK 4 718" -- !LEVER/LOCK SCHLAGE 625 BRIGHT CHROME •AL53PD RELOCATE DOOR AND 3X9 SIDELITE -I-'0 y Y OFFICE o 229 3'-0"x 9'-0" 1 314" SC BIRCH PAC-RED 2010/38001 Right WIM [BLACK 4 718" -- LEVER LATCH SCHLAGE 625 BRIGHT CHROME AL53PD RELOCATED DOOR-NEW HARDWARE-ADD DRi -C • „ • / 2zei' ;235 !236; �23� 12391 230 3"-0"x 9'-0" 1 314" €SC BIRCH PAC-RED 2014/38001 Right WIM BLACK; 4 718" -- _ LEVER 1 LOCK SCHLAGE 625 BRIGHT CHROME AL53PD RELOCATE DOOR AND 3X9 SIDELITE I y 231 3_ '-0" 1314' SC BIRCH PAC RED 2010/38001 I Left WIM 'BLACK 4 718" - LEVER!LOCK SCHLAGE S25 BRIGHT CHROME AL53PD i RELOCATED DOOR-NEW HARDWARE L C) � � 233 3;-0^x 9'-0" 1 314" SC BIRCH PAC RED 2010]38001 ;Rlght WIM BLACK 4 7/$" LEVER!LOCK SCHLAGE 625 BRIGHT CHROME :AL53PD 'RELOCATED DOOR-NEW HARDWARE OFFICE 235 3 0 x 9'-0" '1 314" SC BIRCH PAC-RED 2010/38001 [Left 1 WIM BLACK i 4 718" -- LEVER/LOCK SCHLAGE 625 BRIGHT CHROME;AL53PD RELOCATE DOOR AND 3X9 SIDELITE ` 1 226! I CIRC. 236 3'-0"x 9'-0" .1 314" SC BIRCH PAC-RED 2010/38001 1 Left WIM BLACK 14 718" -- LEVER/LOCK SCHLAGE 625 BRIGHT CHROME AL53PD RELOCATE DOOR AND 3X9 SIDELITE '" .. - O 234 237 3'-0"x 9'-0" 1 314" I SG BIRCH PAC-RED 2010/38001 1 Right 'WIM BLACK 4 718" -- LEVER!LOCK SCHLAGE 625 BRIGHT CHROME AL53PD RELOCATE DOOR AND 3X9 SIDELITE / `-.‘, 238 3'-0"x 9'-0" 1 314" SC I BIRCH 1 PAC-RED 2010/38001 Left 1 W!M BLACK 4 718" -- LEVER I LOCK SCHLAGE 625 BRIGHT CHROME AL53PD RELOCATE DOOR AND 3X9 SIDELITE 0 O \ 239 3 0"x 9'-0" 1 314" SC BIRCH I 4..---........................ ...... VE__ A E._._. ...... BRIGHT _..E AL53PD RELOCATED DOOR-NEW HARDWARE (n 4t I t 6 5 G R ME „„,„x„„„„„„"xYx„YrxY;,%,,x„"„ Kx„x„x< 243 13'-0”x 9'-0” 1 314" SC BIRCH ¶PAC-RED 2010/38001 Ri ht WIM BLACK 14 718” LEVER/LOCK SCHLAGE 625 BRIGHT CHROME AL53PD EXISTING-ADD LOCKSET C _ COY — ` — - - - - — ❑ n c\1 D ,244 FINISH SCHEDULE = Q i. N `) ,................._ STUDIO ki) V S � WALLS CEILINGS O \ Lo I 2291 W STORAGERM# NAME FLOOR BASE NORTH EAST SOUTH WEST MATERIAL :HEIGHT • C'1 Q O REMARKS RM# w CONFERENCE '�.� . 1243 ” • In _ 1 200 STAIR E-CPT _4 RF E-PGWB ---- _ E-PGWB E-SAT 9-0" - 200 W O Is- 22s BREAK12a1 �` 1 U 203 (VEST. CPT-1 Q”RF E-PGWB E-PGWB E-PGWB -1E-PGWB E SAT 9'-0” -- X202 C ~ ” 1 c CIRC] 202 RECEPTION CPT-1 4”RF E-PGWB E-WW-PGWB B PGWB _-- „ -- -- -- ...... -- -- Q N N czzs ” 242 --t !1E-PGWB E-WBC 9'-0” t 203 U? CO • .”„".,,____.: ....................„ 204 MEN E-POT E-6 POT_ E-PGWB E-PGWB �E POTW PGWB 1E-POTW-PGWB E-WBC 9'-0" --_.____ 204 CO 205 1 VEST. CPT-1 4"RF — 1E-PGWB E-PGWB E-PGWB E-PGWB E-WBC 9'-0” -- 205 a c) c� CIRC. :I '; 206 1 WOMEN E-POT E-6"POT E-POTW-PGWB E-POTW-PGWB - E-PGWB E-PGWB E-WBC 9.-0" 206 Lo O O CZ ca. 'I OPEN OFFICE NEW SOLID SURFACE COUNTER TOP O h - ! r CL - OFFICE AND BACK SPLASH.REFACE 1240 o 208 TRAINING CPT-1 4"RE PGWB E WW-PGWB E-WW PGWB PGWB E-SAT 9'-D" 208 12221 I 12301 CASEWORK.INSTALLUNDERMOUNT 209 OFFICE CPT-1 4"RF E-PGWB E-PGWB PGWB E-PGWB E-SAT 9'-0" -- 209 W i 210 GIRO. ,CPT-1 4"RF PGWB PGWB E-PGWB PGWB E-SAT 9'D" 21 D } _-4-_ -- o a uZ+I 211 I OFFICE CPT-1 4"RF PGWB E-WW-PGWB E-WW PGWB PGWB E-SAT 99...-00.'.' '0" - 211 • ti ty, I( I zzi-cc 'v ¢I 212 OFFICE CPT-1 4 RF PGWB PGWB E-WW PGWB E PGWB E-SAT '9'-0" 212 lam, mxZ 213 OFFICE CPT-1 4 RF E-PGWB E-PGWB E-WW-PGWB E PGWB E-SAT 9'-0° 213 t- iizal zit; _,w LI o 214 OFFICE CPT-1 4"RF PGWB E-PGWB E-WW-PGWB PGWB E SAT 9'-p" • 214 ,_,.. z. . 215 CIRC. CPT-1 4"RF E-PGWB -- - E-PGWB E-SAT 9'-0" 215-_ co OFFICE I I 216 STAIR E-CPT E-4"RF E-PGWB E-PGWB E-PGWB E-PGWB 1E-WBC 9'-0" NEW PAINT ONLY 216 Q i 224 OFFICE WOMEN 217 MAIL LVT 4"RG E PGWB E-PGWB E PGWB E-PGWB ,E-SAT 91-0 - 217 12311 TRAINING .. E-___G _..__ . . . .. __. Q 206 218 OPEN OFFICE CPT-1 4"RF — E-PGWB E-PGWB PGWB E 5AT— 9'D" 218 CNI1208 E-4"RFC - —... 0 — — - — T Z 219 IT E VCT E PGWB E PGWB E-PGWB E PGWB E-SAT 9'0" 219 220 HC RR E POT 1~ 6"PO E PGWB E PGWB E PGWB E PGWB 'E WBC 9'0" 220 C) -- 221 CONFERENCE CPT-1 4"RF PGWB PGWB E-WW-PGWB E-WW-PGWB E-SAT 9'-0" 221 32 VEST. 207 1 � ' - - — -- - r , J_ zo5 / / 222 OPEN OFFICE CPT-1 4"RF PGWB PGWB PGWB PGWB E-SAT 9'-0" 222 v OFFICE 223 (OFFICE CPT-1 4"RF E-PGWB PGWB PGWB E WW PGWB E-SAT 9'0" 223 Z [7] OFFICE 224 OFFICE GPT-1 4"RF E-PGWB E-PGWB E-PGWB E-WW-PGWB E-SAT 9'-0" 224 223 233 [a C)• !_ / 225 CONFERENCE CPT-1 4"RF E-WW-PGWB E-PGWB E-PGWB E-WW-PGWB E-SAT 9'-0" -- 225 • f VAT.- . ; V ' r z. #3082 ,► -bk.> A sb\> A-s MARTIN W. HANSON C7 cp�CLA KAM S, OREGON 2, : 91.<4 k'c<<" . + t 1 12 n ,N C OF O j)IIIc s • PROJECT #19230 CURVED FACE • v NI- . � -F-+ M 0 a i U L 1 RECEPTION DESK ELEVATIONS RECEPTION DESK ELEVATIONS Q RECEPTION 202 Cis) - 1/2 = V-0" RECEPTION 202 C o Q . C CU = ate . Q � ' 0 c • WOo � • C � 0CDti z4 CO MoQo : . '- a 53 5 �� ALIGN TO BUILDING COLUMN \ 1. ALIGN TO BUILDING COLUMN 1. \ a, 74" 24 11- 24" 2 36" 36" 24" 11" - 24" -I \ .. --..- 2 I 2 7., I F ` I - 1 1 1 _0 2 22"CONT CLEAT --2"CONT CLEAT 2 2 ��` �\\ / / ' \ \ !1 `h Q lo ADJ.SHELF _ — I = ACM SHELFN'NADJ.SHELF Z .-_ - ---- _.. _ -- r - - -- - - - - — 1 PLAM BASE PLAM BASE Z CO ALT#4 CABINETS BELOW COUNTER TOP 3 CABINET ELEVATIONS 1 3 ALT #4 CABINET ELEVATIONS r W 1 A-7 112" = V-0" CONFERENCE 221 `A-7 1/2" = V-0" ALT#4 CONFERENCE 221 • U Ct (13w 3 u) SOLID SURFACE 1 --- SOLID SURFACE V L__cc12' 12' r " Z 6' 6' N 6 6' u17 I ... I . ! .N] (f) - T I SOLID SURFACE J l w f _1 ' I 11 o 04 --. F- w J 1 a) n w "1" D N J ZN ZCL ...r. azo i P `n Z 11, ►. 0 m to C 4 - - 14 - W U 15 F- 5 CABINET SECTION 6 CABINET SECTION Ii ' a A=7 1" = 1 -o" A-7 1" = 1I-0" - DATE: 7/25/19 • PERMIT SET REVISION 1. 2. ' . • 3. 4. 5. 6. 7. 8. DRAWN BY: RMT DETAIL GENERAL NOTES: ,q,� 2' ,..%<$1) 1. FOR WALLS UP TO 14'-0"TALL, USE 362S125-30 MTL. STUDS @ 24" O.C. UNLESS \ • _„_ �J #3082 i-► CALLED OUT OTHERWISE IN DETAIL. USE 362T125-30 MTL. TRACK. 8"MAX.00. 8"MAX. Tv -.- / � 1 MARTIN W. HANSOM 2. FOR WALLS OVER 14'-0"TALL, USE 6005125-33 MTL. STUDS © 16" O.C. UNLESS \--Id / CALLED OUT OTHERWISE IN DETAIL. USE 600T125-33 MTL. TRACK. 41110 � / ` i o / 3. ALL WALLS: ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN 0111 .34 o ,� i ; (f) CLA KAMAS, OREGON`1 ANCHORS AT 24"O.C. :ri, W LL / QRDQF DECK 'x o rr,w� 4. IN WALLS WITH ACOUSTIC INSULATION, SETT BOTTOM TRACK IN BED OF SEALANT. OR BEAM ` "0 o. r PROVIDE HC SIGNAGE FOR ALL 9� �ti 5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO 7n 1,i .. ' a 2" NEW AND EXISTING HC RR'S ` OF O� a . •...%14; �� % J r KROY#2835207 BLACK(MEN) • PROJECT FINISH SCHEDULE•. RACO STYLE I f �\ �� -..-...-.--- ice! KROY#2835209 BLACK(WOMEN) POWDER DRIVEN ANCHORS RECESSED REVEAL �,' • ; i ARMSTRONG BERC2 CLIP D ARMSTRONG BERC2 CLIP Q \ PROJECT #19230 HEADER. CONCEPT SUSPENDED CLG ASSEMBLY ATTACHED TO GRID UNATTACHED TO GRID ► - - I_ _ STRUCTURAL SUPPORTING CALLS: WALLS#1 487RDT ATTACHED WALL UNATTACHED WALL uy W /' "- ADDITIONAL SWITCH zo GANG LOCATION 1. POWERS 0.300 HEAD (3/4" EMBED)0.145 SHANK DIAMETER / E_ _ I i s^MAX HANGER WIRE WI STRUT AND SPLAY _ Q ALLOWABLE SHEAR= 70 LBS \ )45 HANGER WIRE �--0 • % WIRES PER CEILING BRACING DETAIL o f'.. :f ...- F ! .! 2. 12'-0" TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL L � � ��: " �� -��t .. � ,f. r'��4 ��" � � i_ . . .. _ _:-. .. ... POP-RIVET � V (WIND) LOAD SHEAR = 5 PSF * 12'-0"12=30 PLF .� I CROSS TEE z z 20 GA 3 518" METAL STUD BRACING MAIN BEAM CROSS TEE ' \ U J 3. ANCHORS AT 16 OIC w 1,Q z w I A--. TO ROOF STRUCTURE AT 1D' 0" RII ELECTRICAL -C OUTLET OR w cn VSHEAR= 30 PLF " 16"112" =40 LBS ,. d > ca U OC W/(2)#8 SHEET METAL o 0 0 0 0 4 o 0 0 0 0 o � 00000000 000001 o0o W J 00 CA • � oo � 000000 � aoaoo JBOX z 4. UNITY CHECK . SCREWS AT EACH END- BRACING cc 1 i- cy LI 40 LBS 170 LBS = 0.57 < 1.0 OK r, TO BE PROVIDED WHERE DISTANCE FREE END FIXTED END(FULL 24" . -0 .-\ 0 ' _ o BETWEEN PERPENDICULAR INTERSECTING �" TILE SECTION) `,� ----- p ( _ 5. ANCHORS AT 24" 0/C " 7/8"ANGLE MOLDING • WALLS OR HORIZONTAL BRACING z" 2"ANGLE MOLDING S.. co 1 o SHEAR = 30 PLF *24"/ 12" =60 LBS POP RIVET Co.°' �' • BETWEEN WALLS EXCEEDS 12'-0" OC UNATTACHED THIS SIDE UNDERCUT DOOR AS ^ 6. UNITY CHECK — -- EXPANSION JOINT o REQUIRED TO CLEAR p FLOOR FINISHfi• 1 Q o 60 lbs /70 lbs =0.86 < 1.0 OK NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS "HEAVY DUTY". ALL co • CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY 1 GENERAL NOTES (-5\ WALL BRACING DETAIL 9 CEILING SEISMIC JOINTS 13 MOUNTING HEIGHTS c A-8 A-8 SCALE 3" = 1'-0" A-8 SCALE 1/2" = 1'-0" I ¢ N A-8� SCALE 1" = 1'-0" � � SCALE 3" = 1'-0" " _ � FLOOR AND/OR ROOF STRUCTURE 007 DCC ARMSTRONG BERC2 CLIP (AS ALTERNATE MEANS ° 0LLI o • -- 20 GA 3 5/8" METAL STUD BRACING TO OF CONSTRUCTION FOR THIS PROJECT.) AS SCHEDULED C Cn ❑ 2 r--- ROOF STRUCTURE AT 10'-0" QC WHERE ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE •— Z ,t �t REQUIRED AS SCHEDULED L Q N CV PERIMETER // - CO c0 - SUSPENDED CEILING TYPICAL STUD APPROVED VERTICAL STRUT AT 12'-0"O.C. EA.WAY C� V BEGINING WITHIN 6'-0" OF THE PERIMETER OF EACH 2, 0E0 CEILING SECTION. SEE STRUT DETAIL \ 2 -- - RACO STYLE RECESSED REVEAL STRUTS AT FIXTED EDGES NOT ATTACHED TO THE \\ HEADER. CONCEPT WALLS#1 487RDT _�_ BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE MAIN RUNNER TO THE BUILDING STRUCTURE ABOVE. \� � - TYPICAL TRACK - i MTL. STUDS. �\ INSTALL STUDS WITH I \ '7'*".,• TEMP GLASS \\ r 518" GYP- BRD. BOTH SIDES SAME DIMENSION (10" ; i it 44000;0? \ w j>iI z = MIN.) FOR BRIDGING ' Q ALIGNMENT 1 J ID (? CENTER LINE OF STUD v 7 \� 0 d w Luo i \/• �� SECURE ALL HANGERS TO _ -• BLDG. STRUCTURE ORA U w fig" \ TRAPEZE FOR DUCT / N • .. ANCHORS AT 24"O.C. �� \ AND/OR PIPE WORK w t �. 11Z -- �'; ..� �� POWDER DRIVEN _ A. --- - - - - / v) --� -- - - p -MAX COUNTERSLOPE HANGERS r 1 J �� (1)#10-16 SCREW 6-0"MAX --- CROSS MEMBERS IF MORE THAN 1:6 OUT OF `J BOTTOM TRACK. .�� PER STUD FLANGE BETWEEN MAIN PLUMB 7 CO I \• RUNNERS - MAIN RUNNERS AT 4'-0" L \-_....• AT NEW WALLS WITH �f O.C. SUPPORT WITH#12 FINISH FLOOR ACOUSTIC INSULATION, WIRE AT 4'-0" O.C. OR WITH ^ \ SET STUD TRACK IN A #10 WIRE AT 5'-O"O.C. , W CONTINUOUS BED OF NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS "HEAVY DUTY". ALL WALL BASE ‘I r , ' SEALANT U.N.O. CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY • `J 2 WALL SECTION sWALL BASE DETAIL r� CEILING BRACING DETAIL 14 MOUNTING HEIGHTS l''' CC A-8 SCALE 1" = 1'-0" A-8 SCALE 3" = 1-0" A-8 A-8 SCALE 1/2" = 1'-0" (1) W 20 GA 3 5/8" METAL STUD BRACING TO ROOF co STRUCTURE AT 10'-0" QC TO BUILDING STRUCTURE r 1� 2'-0"/ 2'-0" _ ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT `,J INTERSECTION WALLS. FASTEN EACH END WITH EXISTING WINDOW WALL MULLION Li z (1)#8 SHEET METAL SCREW ..' ACTUAL SHAPE AND SIZE MAY VARY _ o Ittftlft . , FROM EXTRUSION SHOWNIT% liali CO .+ SOUND INSULATION 4' CENTERED ¢ >- OVER WALL - EXISTING C7 i+7 O - ` SUSPENDED CEILING / GLAZING • w c� g J RACO STYLE RECESSED REVEAL HEADER. , ¢ I anill SOAP PAPER TOWEL SAN.NAP. PAPER TOWED RECESSED1.6 LU CONCEPT WALLS#1-487RDT DISPENSER DISPENSER DISPENSER DISPENSE=R/ TOWEL MTL. STUDS. 3/16"x 1" BLACK FOAM INSULATION TAPE DISPENSER nn 0_ O O 5/8" GYP. BRD. BOTH SIDES .- CV ILu F-- _ -.L-.- — Lu -5 w - CENTER LINE OF STUD -,: ` RACO STYLE RECESSED REVEAL —I j w 1 i >CK TRACK, CONCEPT WALLS#1-487RDT i - 6 te=a - Lucip cc CENTER ON WINDOW MULLION AND O , " SECURED BY GYP BOARD. NO SCREWS Oa O fl - 1 W - 3-112" BATT INSUL. IN SOUND ATTENUATION WALLS IN WINDOW WALL SYSTEM ALLOWED t - n CV nh • - — - " N o '51- .ac W Or) EXISTING WINDOW SILL - BOTTOM TRACK. __._.. WALL STUD FLUSH WITH WINDOW SILL 1� o- Q W SEAT COVER TOIL.PAPER! GRAB BAR MIRROR Z u) 0 O ` SMOOTH FIN. GYP BD. OVER DISPENSER SEAT COV.DISP.! w Z 0 METAL STUDS SAN.NAP. Q c N E�-- FINISH FLOOR- TOP OF SLAB DISPOSAL ❑ � z 0 J . W Uc7h • (3 WALL SECTION WITH SOUND INS. 7 WINDOW CLOSURE AT MULLION 15 ACC. - MOUNTING HEIGHTS A-8 SCALE 1" = 1'-0" A-8 SCALE 3" = 11-0" A-$ NOT TO SCALE DATE: 7/25/19 PERMIT SET REVISION BLDG. FLOOR OR ROOF STRUCTURE 1 . ;,r .� 2. - - SEALANT IN 1/2" SPACE, EA SIDE. - DEFLECTION CHANNEL 3. • - BATT INSUL. 4. • MTL. STUDS. 5. _ • _ 5/8" GYP. BD. - -- _ BOTH SIDES SCREW ATTACHED 6. I z 7. < 0 a u� 8- U) O W r2 `.�q DRAWN BY: RMT CENTER LINE OF STUD - BOTTOM TRACK SEALANT IN 1/2" SPACE, EA SIDE. T - ' s .- FINISH FLOOR-TOP OF SLAB A. 8 4 FULL HEIGHT DEMISING WALL A-8 SCALE 1" = 1-0"