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Plans i• _ �ti 0 0 0 0 x B. GYP.BD.CEILING;SUPPLY-CURVED BLADE WI OBD DESIGN TITUS 250;RETURN-BAR TYPE-DESIGN TITUS 350; GENERAL DATA WALL CONSTRUCTION MATERIALS -METAL R R a 01 00 00 EXHAUST METAL OR ALUMINUM-1/2 x 1/2 EGG CRATE DESIGN TITUS 50F. i A #3082 �' GENERAL REQUIREMENTS ENTS 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE C. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT/OR NEAR CLOSEST WYE BRANCH. N T I1\'1PIEO\7IE I�IE NT fo r G Q INSTALLATION. MARTIN W. HANSON .--1-Z 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE D. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT COMPLETION. 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL Z171-----k--, INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON AND ALL OTHER STATE OR LOCAL PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LOADS. DESIGN 7• THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE HONEYWELL ' CODE REQUIREMENTS THAT APPLY. FRAMING IN ACCORDANCE WiTH AISI SG-673. COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN MODEL TB8220U1003. APPROVED SUBSTITUTE: TOTAL-LINE SPEC CORRIDOR EXTENSION CLACKA AS, OREGON*. SIGNATURE COMMERCIAL THERMOSTAT MODEL NO.P3T4-2800 -7 DAY PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO t� 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 PSI)G60. CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY REQUIRE CHANGING HEIGHT AT"REPLACEMENT LOCATIONS). BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. C::C :TO SHALL PROGRAM THERMOSTATS AND BALANCE SYSTEM. I T{ 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR AN 0\ki I 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING APPROVED EQUAL. 8. P INSTALL DUCT SMOKE DETECTION AS REQUIRED BY CODE. OF CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 5. STANDARD GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM C-36. 9. THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. T� THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM C-630. 10. EXHAUST FANS: PROJECT #10030 1 4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY 11-1AT THEY HAVE 7. CEMENT BACKER BOARD SHALL BE W THICK WITH SQUARE,REINFORCED,SMOOTH EDGES. PROVIDE DUROCK BRAND A. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT CODE - EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK CEMENT BOARD OR APPROVED EQUAL. REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR.COOK GEMINI SERIES PROJECT NARRATIVE DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO 100 OR EQUAL;80 CFM WITH A SONE RATING OF 1.6 OR LESS,100 CFM W ITH A SONE RATING OF.9 OR LESS,200 CFM ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 8. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. WITH A SONE RATING OF 1.6 OR LESS. EXTENSION OF CORRIDOR THROUGH EXISTING TENANT SPACE TO BE SUB-DIVIDED-360 Cd LEFT IN THE PRIOR TO SPACE INSTALLATION,AS DIRECTED BY PA FINAL C GLEANING AND ALL PREPARATION OF SUBSTRATE WALL CONSTRUCTION EXECUTION B. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING MOUNTED SF TOTAL. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL STUDS, WNI SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. EXHAUST FANS,WIRED BY DIVISION 16 AND SWITCHED WITH THE LIGHTS. 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN THE EXISTING BUILDING 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING SCREWS. SUSPENDED CEILINGS, DOORS/FRAMES, CARPET AND PAINTING. ALL WORK TO MEET STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW CONNECTIONS SHALL BE 11. HVAC TESTING. ADA REQUIREMENTS. MEI INTENSION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. AS REQUIRED AND INDICATED iN THE DESIGN CALCULATIONS. DO NOT FIELD WELD MATERIALS LIGHTER THAN 18 GA. A. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT AND 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS INDICATED IN SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE iN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. FASTENERS SHALL BE AT B. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE iN ACCORDANCE WITH 7. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. APPROVED PLANS AND SPECIFICATIONS. PROTECT EXISTING CARPETS. 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION STUDS C. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH FIRE PROTECTION SPRINKLERING 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT LEAST TWO FULL PACTRUST. HEATING,VENTILATION &AIR CONDITIONING WORK .. NEEDED. - HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE JACK STUDS OVER 12. PROJECT CLOSE OUT DOCUMENTS REQUIRED: ELECTRICAL WORK, BOTH LiNE VOLTAGE AND LOW VOLTAGE 4 9. ALL ROOF WORK TO BE PERFORMED BY PACTRUSTAPPROVED ROOFING COMPANIES. APPROVED COMPANIES OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE STUDS AT CORNERS, INCLUDE: POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP AND BOTTOM TRACKS BY A. AutoCAD FILE SHOWING AS-BUILT INFORMATION. 0 0 B. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. Q (503)294-0202 WELDING OR SCREWING BOTH FLANGES TO THE TRACKS. C. HARD COPY OF AutoCAD FILE ABOVE. w B. ANDERSON ROOFING, 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR THE 4 B. PACIFIC ROOFING (503)640-3163 D. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. C. GRIFFIN ROOFING (503)643-1596 PROJECT. E. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. TENANT A�9' `� ® A"�'' 10. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING 5. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. BUILDING INFORMATION E NA 1 FORMA O N a. DOCK ACCESS AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 6. FiNiSH QUALITY: OWNER: PACIFIC REALTY ASSOCIATES,L.P. TENANT: el 11. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT AREA NOMENCLATURE PROCESS TRADE NO '15350 SW SEQUOIA PKWY#300 N/A S CIN M r 21 00 00 FIRE SUPPRESSION PORTLAND, ORE 97224 p NOT LIMITED TO COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE WAREHOUSE TAPE/FINISH COAT TIGHT DOUBLE CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE OFFICE/OTHER AREAS TAPE/2 FINISH COATS*/ SMOOTH FINISH TAPED C iNG OCCUPANCY AREAS&LOADS: - N TO CONSTRUCTION ACTIVITIES. USG"FIRST COAT' *SAND AFTER TAPE/FINISH COAT(S) 1. PROVIDE SPRINKLERS BELOW SUSPENDED CEILING PER CODE. SPRINKLER HEADS SHALL BE CENTERED iN 2 X 2 CEILING 503 624-6300 (PHONE) USABLE 360 Sr NIA OCC 4-I- I ' TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD CEILING AREAS(GYPSUM (503) ) 12. CONTRACTOR TO PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE 7. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR TEXTURE AND/OR BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. (503)624-7755(FAX) RENTABLE N/A BUILDING RESTROOM FACILITIES. FINISH AS SHOWN ON PLANS. C:) 2. IN NEW CEILING GRID SYSTEMS OVER 1 44 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. NO [gm(`OOPS 13. STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT PRE- 8. INSTALL WATER-RESISTANT GYPSUM BOARD AT WALLS WITH WAINSCOT PANELING(RESTROOMS,JANITOR CLOSETS). RINGS ALLOWED". BLDG.#: BLDG. B (ttc082) NUMBER OF EXITS REQUIRED o H en O in CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 3. PROVIDE AUTOMATIC FIRE SPRINKLER FLOW INDICATOR SIEMENS GU-MHU-MCS-W OR EQUAL.SEE PLAN FOR LOCATIONS. B NIA M COMMON BUILDING AREA BE USED FOR STORAGE. 09 53 00 SUSPENDED ACOUSTICAL CEILING CONST.TYPE.: II-B 14. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 26 00 00 ELECTRICAL a'' i . f� THIS BUILDING HOUSES MULTIPLE TENANTS INCLUDING THIS TENANT. THE EXISTING 15. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING SYSTEM, OFFICE LIGHTING BUILDING IS A FOUR STORY BUILDING OF 87,890 SF AND IS FULLY SPRINKLERED. EACH 16. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. 1. RELOCATE EXISTING LIGHT FIXTURES AS REQUIRED. FLOOR IS LESS THAN 23,000 SF ALLOWING FOR NON SEPERATED USE. 17. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LiMITED TO INSULATION, 28 30 00 ELECTRONIC DETECTION AND ALARM 18. CONTRACTOR TO CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. GYPSUM BOARD,LIGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE SPRINKLERS GENERAL 19. CONTRACTOR TO FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. 5. PRODUCTS: R p , a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) FOR HORN/STROBE DEVISES USE"SYSTEM SENSOR"SPECTRALERT ADVANCE DEVISES,OR APPROVED EQUAL. 20. PROVIDE AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. AS-BUILT " PROJECT LOCATION DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED b. TILES-ARMSTRONG FISSURED ITEM#705,24 x 24 x 5/8 W/ANGLED TEGULAR EDGE C. ACCESSORIES-MANUFACTURERS'STANDARD 3.W. HAMPTON 1MPTON 5� E PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS c. T ) ,---, a SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PACTRUST MAY HOLD 6. ALL TILE CUTS SHALL BE DONE W111-1 RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE C ' _ � r O 0 CONTRACTOR'S FINAL PAYMENT UNTIL"AS-BU{LT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED AND CONDITION SO THAT CEILING TILE LAYS FLAT. - - _ a APPROVED. -=�� °:.�� `� . 7. AT CEILINGS OVER 144 SF PROVIDE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. - j` ti\ 21. iT iS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE, - ----- -- ------ �� �� 8. AT CEILINGS OVER 144 S.F.: I FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED _ i 1 TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF a. INSTALL GRID USING BERC2 CLIPS TO ATTACH GRID TO WALL MOLD AS AN ALTERNATE MEANS OF CONSTRUCTION - i - ■; `��44 %%-4 \\ E-414 a WHETHER OR NOT SHOWN ON THE DRAWINGS. FOR THIS PROJECT WITH TWO ADJACENT SIDES RIGIDLY ATTACHED AND THE OTHER TWO SIDES ALLOWED TO 1 , f"1, FLOAT. ...� i\ 22. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.". SEISMIC I ; M ;` T W b. PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LiMiT CONTIGUOUS CEILING GRID AREAS TO NO :' C�• 23. "ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME MORE THAN 2500 S.F. yy `�' - ": 20 GA 3 5/6"METAL STUD BRACING OD �K, TO ROOF STRUCTURE AT 10'-m' OC WHERE REQUIRED i 1 �l p ��1 44 ,1 ,1 /1 N #3082 T \u/ �� 1 1 �L ,I gm�R7lN W. HANSON I I �s {J�CLACKAMAS, OREGON I 131 F� 01.------ TYPICAL STUD rn -� 3-I/2' BATT INSULATION r� V Ss p;9!ti a "'w-A^ SUSPENDED CEILING �� 1 -- - N TYPICAL TRACK PROJECT #10030 IL- I� INSTALL STUDS UJITH SAME / ["� "- I 3-5/8'MTL.STUps m 24' O.C. DIMENSION (Im" MIN.J FOR r l — 5/8'GYP.BRD.BOTH SIDES BRIDGING ALIGNMENT U E L— _ CENTER LINE OF STUD`� � - � oaryl r I — r::I .k, T H . I L'7 �X ___- - - I POWDER DRIVEN e� rarer ` / �01r ANCHORS AT 12" O.C, � . -IR' BATT INSUL.4' RUBER BAE-TYR (I? "IOJ-16 SCEW � ATTACH BOTTOM TRACK TO FLODR WITH O� POWDER DRIVEN ANCHORS Al 12" O.C. PER STUD FLANGE ' I I I1 CARPET AND PAD M S t FINISH FLOOR-TOP OF SLAB Z'!1 k i 'li: Dan] - 14 l/8'1 49 WALL SECTION W/ INS. THRU CELL. '� WALL BASE DETAIL SCALE 1" = 1'-0" A-2 " _ " ELIA- 1-‘-'/ SCALE 3 1 -0 FLOOR AND/OR ROOF STRUCTURE 0"" c N I k— — ARMSTRONG BERC2 CLIP (AS ALTERNATE MEANS OF CONSTRUCTION O'er D r rrTT FOR THIS PROJECT.) . " N N [1 hl Ilr - I —\ ADDITIONAL HANGERS AT ALL MAINS WITHIN B" OF THE PERIMETER E`{ a ;° m APPROVED VERTICAL STRUT AT 12'-0' O.C.EA. WAY BEGINING WITHIN 0 0 0 �� 6I-0' OF THE PERIMETER OF EACH CEILING SECTION. �. to kill BLDG.STRUCTURE ABOVE STRUTS AT FIXTED EDGES NOT ATTACHED TO THE BUILDING TO E-,p0„ 41-11y' a `III CAULKING IN I/2 SPACE HAVE 4 WAY LATERAL BRACING FROM THE MAIN RUNNER TO THE ., ,51 _ _ __IT-41-7 ____I .:r_Liair______ 1 Q ... . DEFLECTION CHANNEL --- BUILDING STRUCTURE ABOVE. i `� 3.1/1 BATI INSUL. ,,.. SUSPENDED CEILING r CENTER LINE OF STUD Ix i ;;�� I BASE LAYER 5/8' TYPE X GYPSUM I • O { r- u WALLBOARD APPLIED PARALLEL TO ,, In Lr �n J --__- EACH SIDE OF 3 5/8 METAL STUDS _ _ � _/ .- _✓ \ a 6'-5' 6'-4 I/4" SPACED 24' O.C.WITH I' TYPE S r DRYWALL SCREW 8 O.C.TO EDGES c O q AND 12 O.C.TO INTERMEDIATE STUDS. O r -I- �} I FACE LAYER 5/8' TYPE X GYPSUM 8° CROSS MEMBERS BETWEEN MAIN __ _ __ WALLBOARD APPLIED PARALLEL TO MAX RUNNERS a ' I STUDS OVER BASE LAYERS. STAGGER 6'-0' MAX MAIN RUNNERS AT 4'-0' O,C.I • `� JOINTS 24' 0.C.EACH LAYER AND SIDE SUPPORT WITH 12 WIRE AT 4'-f0' O.C. WITH 15/8' TYPE S P YWALL SCREW a' OR WITH �0 WIRE AT 5'-0' O.C. r I © O I �( r 1 O.C.TO EDGES AND 12' O,G.TO COUN7ERSLOPE HANGERS IF MORE ® O 2 -0 I �I �/ II.�I INTERMEDIATE STUDS. THAN 1:6 OUT OF PLUMB U`CO (11 7 _ �i 3-I/2' BATT NSLL. SECURE ALL HANGERS TO BLDG. q I� w.• reu:wvv-asrw:er vv:r wrrrrrrrwv.vrr..vwrrcrrrr v C' vvvwrrrrrr�rrere •u :v-e.w-rsr¢rrecvrrrr¢rerrc�»:I`r C Ai STRUCTURE OR A TRAPEZE FOR L - ' + 1�,1 4' RUBBER BASE-tYP: DUCT AND/OR PIPE WORK ��'j , ATTACH BOTTOM TRACK TO FLOOR WITH ���°°°'��� g o ° ' -' ^` (I •�I POWDER DRIVEN ANCHORS AT 12' O.C. NOTE: CEILING SYSTEM TO BE USED SHALL SE CLASSIFIED, AS �'''� pa �f I AREA OF WORK CARPET AND PAD "HEAVY DUTY". ALL CONNECTION DEVICES TO BE IBC o✓ `n'� FINISH FLOOR-TOP OF SLAB LI. °T®, I CM PARTITION AND POWER PLAN 1— C ) APPROVED TYPE AND HAvE laa CAPACITY I 2I SCALE 1/8"= 1'-0" z - ' 4 TWO HOUR WALL SECTION W/ INS. CEILING BRACING DETAIL Cl) C A-2 SCALE 1" = 1'-0" NOT TO SCALE (6) ?� 9 C9. 10 12 ETI I - I I. � t Z& ssI \cG 60k1 I r�.�\ I••+-'i I - — _ — CD - * . ilmaiLLI k - 045"-.3- 1H,,,,, ...„ ItIrIi: i■■ — — _ — —1 — —• r J ATTACHED WALL UNATTACHED WALL U a rn u— an: O �- i NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS'HEAVY DUTT'. ALL ,i4 " CONNECTION DEVICES TO BE IBC APPROVED Fry U J I I L� . — . — . — —' TYPE A�NAVE 100"CAPAGItt W t/j O I:i:i:..1. CEILING SEISMIC JOINTS 0 a Immmiiiiiko ■ ■ — — . — — . — . — . ® SCALE 3" = 1'-0" 2 - L I _ -m--1 REVISION l ' M. Il ° 1��1� ■■� � 1111:11 1�M� 1�� — S1P 1111111' • 1 12" above ceiling -acoustically insulate. 4. ■ MINN 1 ; � � Install new suspended ceiling /lights as Qy NEW 2-HOUR RATED WALL TO STRUCTURE 5. • JQ O IIL ��=� � 1� shown on ceiling plan. DUPLEX RECEPTACLE 4a SPECIAL OUTLET 6.• • — • • — . — • — • — • I ci Corridor transition -drywall constructed FOURPLEX RECEPTACLE / TEVDATA MUD RING W TH PULL STRING 7- o 0- ornamental pilaster of-12"wide x 8" deep to g rm. I — E;3 — — — — / 8'-6"AFF drywall soffit as shown on ceiling D� DEDICATED OUTLET ELECTRICAL PANEL �Ir �SI O - ° e �� plan. (�p EXISTINGELECTRICALTOREMAIN JO POWERJ-BOX o •"•" O Alcove of 2-Hr. construction to match DRAWN BY: 115.11.111 0 FLOOR MONUMENT W/SERVICES SHOWN ® FLUSH MOUNT FLOOR MONUMENT W/POWER AND DATA IEii I existing. Door 8 frame to match existing for g EXIT SIGN(LED RED) DATE: 01/06/10 ° • __ II ti!i! i!! iu 2-Hr. exitway (90 min. rating). >< PARABLE CR-ENSE RE � E xQCj HORN/STROBE DEVICE-WALL MOUNTED PRELIMINARY ,�,;, 0 ®���■■■■■�■■���■■■■■■ 2 X 2 SUSPENDED CEILING SYSTEM: III'i\ PARABOLIIC LENSE/STEADY BURN BALLIST 0 HORN/STROBE DEVICE-CEILING MOUNTED ��� I r1�■■�=■__■ �:--■_■■�I�■'�■��-�■■■■■.—■■ I --�� ATTACHED EDGE RECESSED INCANDESCENT LIGHT ON RHEOSTAT(rYP.) sue„(- STROBE DEVICE-WALL MOUNTED J I IL, III SUPPLY DIFFUSER 004 STROBE DEVICE-CEILING MOUNTED I ' ' e � !EESS1E!! ! • --. . — -Mil UNATTACHED EDGE RETURN DUCT SMOKE DETECTOR• A IIIIM 2 !!! IL — ::::r GRID MEMBER 0 THERMOSTAT ID FIRE EXTINGUISHER IN RECESSED CAB. ::1 __.,q III- �I CEILING PLAN AREA OF WORK i ■•••,` ® FIRE EXTINGUISHER-SURFACE MOUNTED 0 � M��`IJ■r A-2 „ _ , „ �z TILE SPRINKLER HEAD SCALE 1/8 - 1 U I II