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i i i I i I I I I I I INTERIOR OFFICE RENOVATION , INTERIOR OFFICE RENOVATION_.,.,,, 16083 SW UPPER BOONEs FERRY RDSUITE 200 TIGARD , o R97224 16083 SW UPPER BOONES FERRY RE Suite 200 TIGARD, OR 97224 ABBREVIATIONS SYMBOLS NOTES TO PLAN CHECKER PROJECT DIRECTORY BUILDING INFORMATION L ANGLE KIT. KITCHEN A. SCOPE OF WORK: TENANT: LIBERTY MUTUAL INSURANCE LOCATION: 16083 SW UPPER BOONES FERRY RD CENTER LINE COLUMN CENTERLINES THIS TENANT IMPROVEMENT PROJECT INVOLVES THE CONVERSION OF A SINGLE TENANT, FULL H. LIFE SAFETY 4 SPRINKLER SYSTEM: 16083 SW UPPER BOONES FERRY RD SUITE 200 LAB. LABORATORY ACOUS. ACOUSTICAL LAM. LAMINATE © FLOOR SUITE TO A SMALL SUITE AND MULTI-TENANT FLOOR. SCOPE INCLUDES SELECTIVE I. SPRINKLERS: SPRINKLER MODIFICATION PLANS SHALL BE PREPARED SHOWING ALL TENANT SUITE 200 TIGARD, OR '17224 DEMOLITION AND CONSTRUCTION OF NON-LOAD BEARING PARTITIONS, PARTIAL NEW SUSPENDED IMPROVEMENT SPRINKLER SYSTEM MODIFICATIONS. PLANS AND PLAN REVIEW FEES SHALL BE TIGARD, OR g7224 AD. AREA DRAIN LAV. LAVATORYBLOCK / LOT/ PARCEL #: 2S113AB00500 ADJ. ADJACENT LTG. LIGHT - DETAIL NUMBER CEILING GRID 4 TILE, RELOCATED LIGHT FIXTURES, DOORS 4 FRAMES, MILLWORK AND NEW SUBMITTED SEPARATELY TO THE BUILDING DEPARTMENT PRIOR TO COMMENCEMENT OF WORK. A.F.F. ABOVE FINISH FLOOR MAX. MAXIMUM �X /XAO OJ DETAIL REFERENCE FINISHES. FIRE SPRINKLER LIFE-SAFETY ALARM WORK WILL BE PERFORMED UNDER A A STATE LICENSED FIRE SPRINKLER CONTRACTOR SHALL PERFORM ALL FIRE SPRINKLER DESIGN DEBRA SALTON (857) 224-6117 CONSTRUCTION TYPE: II-B ALUM. ALUMINUM MECH. MECHANICAL SEPARATE PERMIT. TENANT IMPROVEMENT WORK. PROJECT debra.salton@libertymutual.com A 0 APPROXIMATE SHEET NUMBER MANAGER: NO. OF STORIES: 03 STORIES PPR X. X TE MEMB. MEMBRANE N ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, 2. ALARM SYSTEM: FIRE ALARM SYSTEM MODIFICATION PLANS SHALL BE PREPARED SHOWING ARCH. ARCHITECTURAL MFR. MANUFACTURER /\ LOCAL CODES 4 ORDINANCES. ALL TENANT IMPROVEMENT FIRE ALARM SYSTEM MODIFICATIONS IN ACCORDANCE WITH THE OFFICE ANTONIO REYES (619) 744-6336 OCCUPANCY: B, OFFICE ASB. ASBESTOS MH. MANHOLE INTERIOR ELEVATION MIN. MINIMUM W<�XX/XAO.0)>E DIRECTIONAL ORIENTATION FIRE DEPARTMENT ORDINANCES. PLANS AND PLAN REVIEW FEES SHALL BE SUBMITTED SERVICES antonio.reyes@libertymutual.com b r e r e t o n BD. BOARD MIR. MIRROR U B. OCCUPANCY: SEPARATELY TO THE BUILDING DEPARTMENT PRIOR TO COMMENCEMENT OF WORK. ALL FIRE MANAGER: 1615 MURRAY CANYON ROAD INTERIOR CONSTRUCTION: NON-COMBUSTIBLE BET. BETWEEN MISC. MISCELLANEOUS S THIS PROJECT DOES NOT CHANGE THE EXISTING OCCUPANCY, B-OFFICE. ALARM SYSTEMS SHALL BE MONITORED BY CENTRAL STATION SERVICE. SAN DIEGO, CA 12108 BITUM. BITUMINOUS M.O. MASONRY OPENING RETURN AIR PLENUM: FIRE-RATED NON-COMBUSTIBLE BLDG. BUILDING MTD. MOUNTED U KEY NOTE REFERENCE C. NON-INFRINGEMENT STATEMENTS: J. EXITING: HOSTING TOM MULROY (617) 654-3014 BLK. BLOCK MTL. METAL 1. THIS IMPROVEMENT DOES NOT ALTER THE BUILDING'S PRIMARY VERTICAL OR LATERAL LOAD I. THE FLOOR PROVIDES TWO (2) STAIRWAYS FOR EGRESS, WHICH ARE ACCESSED BY A I-HOUR SERVICES: tom.mulroy@libertymutual.com AUTOMATIC FIRE ENTIRE BUILDING IS PROVIDED 909 M :113ontgpo4,:m102eFry.:11Sti.,,0511u8it,e 260 MULL. MULLION CARRYING STRUCTURAL ELEMENTS. CORRIDOR. EXITS INTO THIS CORRIDOR ARE SEPARATED BY MORE THAN 1/3 THE DIAGONAL SPRINKLER SYSTEM: WITH FULLY AUTOMATIC AND BLKG. BLOCKING MONITORED SPRINKLER SYSTEM IN San Francisco, Califomia 94133 BM. BEAM (N) © ISSUE NUMBER 2. THE PROPOSED CONSTRUCTION DOES NOT INFRINGE UPON THE EXISTING LIFE SAFETY SYSTEM DISTANCE OF THE FLOOR PLATE; SEE EXITING DIAGRAM BELOW. T 415 546. 1212 brereton.com B.D. BOTTOM OF NEW FOR THIS BUILDING. PROPERTY COLLIERS INTERNATIONAL (503) 223-3123 ACCORDANCE WITH THE NFPA 13; N NORTH MODIFIED AS NEEDED BY B.O.C. BOTTOM OF 2. THE SUITE HAS AN OCCUPANT LOAD OF Iq2 PERSONS, REQUIRING TWO (2) EXITS. THREE (3) MANAGEMENT: ONE CENTERPOINTE DRIVE FAX: 624-0636 N/A NOT APPLICABLE D. LATERAL STABILIZATION: (SEISMIC CATEGORIES D, E 4 F) EXITS ARE PROVIDED, EACH WITH DOORS SWINGING IN THE DIRECTION OF EGRESS AND SUITE 125 INTERIOR IMPROVEMENTS. Stamp CONCRETE N.I.C. NOT IN CONTRACT REVISION CAB. CABINET NO. NUMBER THE ACOUSTICAL CEILING SYSTEM AND RELATED PARTITIONS, ELECTRICAL AND MECHANICAL SELF-CLOSING; SEE EXITING DIAGRAM BELOW. LAKE OSWEGO, OR '17035 FIRE ALARMS: STROBE, SPEAKERS AND HORNS C.B. CATCH BASIN NOM. NOMINAL / BRACING SHALL BE IN COMPLIANCE WITH 2015 IBC SECTION 808.1 t ASTM STANDARDS C635 THROUGHOUT IN ACCORDANCE WITH �,D CEM. CEMENT N.T.S. NOT TO SCALE j N.I.C. (BUILDING SHELL) C636. PROPERTY MONIQUE CLOUSER (503) 684-6000 NFPA 72. <✓`` Ake CER. CERAMIC ` MANAGER: moniglie.clouser@colliers.com c�. C.G. CORNER GUARD 0/ OVER E. MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS: AREAS: SUITE 200: g,g56 SQ.FT. MICHAEL J. ,;,�: O.A. OVERALL MECHANICAL, ELECTRICAL 4 PLUMBING DRAWINGS ARE ATTACHED. ALL OTHER REQUIRED ARCHITECT: BRERETON ARCHITECTS FLOOR: 27 571 SQ.FT. CAST- • C.I. CAST IRON OBS. OBSCURE (415) 546-1212 t CTRL. JT. CONTROL JOINT N.I.C. (UNIMPROVED TENANT SPACE) DRAWINGS ARE DEFERRED SUBMITTALS BY DESIGN-BUILD CONTRACTORS. ciOq MONTGOMERY STREET FAX: 546-3'132 SUITE 260 San Franc' CLG. CEILING O.C. ON CENTER • O.D. OUTSIDE DIAMETER (I' Lic.# F. ENERGY COMPLIANCE SAN FRANCISCO, CA 14133 `k CLKG. CAULKING OFF. OFFICE ENERGY CALCULATIONS ARE PREPARED AND FILED BY ENGINEER AND ARE INCLUDED IN THE '" 10/25/2017 '' CLOG. CEILING CLOSET OPP. OPENINGOSIPROJECT MICHAEL J. CASTRO, AIA LEED AP CLO. OPE. OPPOSITE ENGINEER'S DRAWINGS. , �; CLR. CLEAR ARCHITECT: mcastro@brereton.com Ex C.O. CASED OPENING P.G. PAINT GRADE G. ACCESSIBILITY COMPLIANCE: ANSI.A117.1-2003 / IBC 2001 COL. COLUMN PL. PLATE THE PROPOSED CONSTRUCTION FULLY COMPLIES WITH DISABLED ACCESS REQUIREMENTS. PROJECT KIM RAMOS (415) 163-4620 APPLICABLE CODES CONT. CONTINUOUS P.LAM. PLASTIC LAMINATE MANAGER: kramos@brereton.com PLAS. PLASTER PATH OF TRAVEL TO THE SUITE INCLUDING THE LOBBY AND ELEVATORS, COMPLIES FULLY OR ALL WORK SHALL FULLY COMPLY BUT NOT BE LIMITED TO: Consultant CONST. CONSTRUCTION PLUMB. PLUMBING ' OFFICE COPY • CORR. CORRIDOR PLYWD. PLYWOOD IS PROVIDED WITH APPROVED EQUIVALENT FACILITATION, INCLUDING VISUAL/AUDIBLE ALARMS A. 2014 OREGON STRUCTURAL SPECIALTY CODE; WHICH PR. PAIRTIED INTO THE BUILDING LIFE SAFETY SYSTEM. SEE ATTACHED BUILDING ARCHITECT'S SHEETS MPEIE ENERGY SYSTEMS DESIGN (480) 481-4'100 CONSISTS OF THE 2012 INTERNATIONAL BUILDING CODE DBL. DOUBLE PRCST. PRE-CAST FOR REFERENCE. ENGINEER: 7135 EAST CAMELBACK ROAD FAX: 48I-4g03 B. THE OREGON ELECTRICAL SPECIALTY CODE; WHICH CONSISTS CEIVED DEPT. DEPARTMENT PT. POINT SUITE 275 OF THE 2014 NFPA 70 NATIONAL ELECTRICAL CODE DET. DETAIL PTD. PAINTED ALL MOUNTING HEIGHTS AND CLEARANCES INCLUDING DOOR LEVER 4 MILLWORK IN BREAKROOM SCOTTSDALE, AZ 85251 D.F. DRINKING FOUNTAIN PTN. PARTITION TO BE COMPLIANT. C. THE 2014 OREGON SPECIALTY MECHANICAL CODE; WHICH NOV 6 2O17 DIA. DIAMETER EXITING DIAGRAM & OCCUPANCY LOAD �j.�' +t'TIGARD MECHANICAL HENRY MELCHER (480) 481-4175 CONSISTS OF THE 2012 INTERNATIONAL MECHANICAL CODE g DIAD. DIAGONAL Q.T. QUARRY TILE henry.melcher@esdaz.com ADN TEH 2012 INTERNATIONAL FUEL GAS CODE DIM. DIMENSION t DISE. DISPENSER (R) RELOCATED PLUMBING MATT KLEM D. THE 2014 OREGON SPECIALTY PLUMBING CODE; WHICH BUILDING DIVISION R. RISER OCCUPANCY LOAD (480) 481-4c18q CONSISTS OF THE 2001 UNIFORM PLUMBING CODE D.O. DOOR OPENING RAD. RADIUS matthew.klem@esdaz.com E. THE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE; k DN. DOWN R.D. ROOF DRAIN USE SF SF/OCC N0. OF OCC. g DR. DOOR WHICH CONSISTS OF THE 2001 INTERNATIONAL ENERGY REF. REFERENCE ELECTRICAL RON KORTE (480) 481-4gg6 CONSERVATION CODE r' D.5. DOWNSPOUT REFR. REFRIGERATOR OFFICE 8 048 SF/100 80 ron.korte@esdaz.com D.S.P. DRY STANDPIPE REINF. REINFORCED BREAKROOM 543 SF/15 36 F. THE 2014 OREGON FIRE CODE; WHICH CONSISTS OF THE 2012 N DTL. DETAIL REQ'D REQUIRED CLOSET 80 SF/300 01 INTERNATIONAL FIRE CODE DW DISHWASHER RESIL. RESILIENT COPY/SUPPY RM. 154 SF/100 02 G. ICC A117.1-2001 ACCIESSIBLE AND USABLE BUILDINGS AND DWG. DRAWING RM. ROOM CONFERENCE ROOM [207] 130 SF/15 0'1 DNR. DRAWER R.O. ROUGH OPENING CONFERENCE ROOM [214] 151 SF/15 II FACILITIES, REFERRED TO AS ANSI A117.1 R.O.W. RIGHT OF WAY CONFERENCE ROOM [237] 447 5F/15 30 H. NFPA 13 SPRINKLER SYSTEMS (E) EXISTING R5F RENTABLE SQUARE CONFERENCE ROOM [243] 162 SF/15 II I. NFPA 72 NATIONAL FIRE ALARM CODE E EAST FEET CONFERENCE ROOM [244] 166 SF/15 I1 EA. EACH R.W.L. RAIN WATER LEADER FILE ROOM 127 SF/300 01 J. CITY OF TIGARD MUNICIPAL CODE E.J. EXPANSION JOINT S. SOUTH STORAGE ROOM 40 SF/300 01 EL./ELEV. ELEVATION S.A.D. SEE ARCHITECTURAL TELCOM ROOM 100 SF/300 01 • ELEC. ELECTRICAL DRAWING ELVR. ELEVATOR S.C. SOLID CORE TOTAL 10,1% 194 EMER. EMERGENCY S.C.D. SEE CIVIL DRAWING ENCL. ENCLOSURE SCHED SCHEDULED EXIT REQUIRED 2 E.P. ELECTRICAL PANEL SECT. SECTION EXIT PROVIDED: 3 Issue/Revision: EQ. EQUAL SF SQUARE FOOT EQPT. EQUIPMENT SH. SHELF INDEX OF D RAW I N G S Proj. No. EXP. EXPANSION SHWR. SHOWER No. Dote: Description EXPO. EXPOSED SHG. SHEET ARCHITECTURAL P EXT. EXTERIOR SIM. SIMILAR AO.0 COVER SHEET 32453.00 -ISSUE FOR REVIEW S.L.D. SEE LANDSCAPE A0.6 GENERAL NOTES O .2ISEPI7 F.A. FIRE ALARM DRAWING 2A2.0.I DEMOLITION PLAN - 2ND FLOOR 32453.00 ISSUE FOR PERMIT F.B. FLAT BAR S.M.D. SEE MECHANICAL 2A2.0.2 DEMOLITION RCP - 2ND FLOOR F.D. FLOOR DRAIN DRAWING 223+-II I/2' SUITE � Fl-' 2 040CT17 FON. FOUNDATION S.P.D. SEE PLUMBING MgXIMUM DIAGONAL DISTANCE - 2A2.1.1 CONSTRUCTION PLAN - 2ND FLOOR DRAWING 2A2.1.2 PARTITION TYPES AND DOOR TAGS - 2ND FLOOR F.E. FIRE EXTINGUISHER SPEC. SPECIFICATION 2A2.2 REFLECTED CEILING PLAN - 2ND FLOOR F.E.C. FIRE EXTINGUISHER SQ. SQUARE 123'-7 v2' CABINET S.S. STAINLESS STEEL pclT 5� 'T10N - SUITE 200 2A2.3 POWER AND SIGNAL PLAN - 2ND FLOOR • • F.N.C. FIRE HOSE CABINET S.S.D. SEE STRUCTURAL - - - - - - - - - - - - - 2A2.4 FINISH PLAN - 2ND FLOOR FIN. FINISH DRAWINGS % �I` 2A2.5 FURNITURE EQUIPMENT PLAN - 2ND FLOOR FLR. FLOOR 5.5K. SERVICE SINK / Aq.l FRAMING DETAILS • • FLSH'G. FLASHING STA. STATION - pr --_I Aq.2 CEILING DETAILS, DOOR SCHEDULE HARDWARE • FLEX. FLEXIBLE STD. STANDARD GROUPS • FLUOR. FLUORESCENT SGL. STEEL I Aq.3 INTERIOR ELEVATIONS 4 MILLWORK DETAILS . STOR. STORAGE , /1 A F.O.C. FACE OF CONCRETE STRUCT. STRUCTURAL "� - F.O.F. FACE OF FINISH SUSP. SUSPENDED / yK a ����������� ��/I MECHANICAL - F.O.S. FACE OF STUD SVC. SERVICE / - M0.0 MECHANICAL LEGEND AND GENERAL NOTES FILE RM. . F.P. FIREPROOF SYM. SYMMETRICAL / I t , \ 1.7: CONF RriNI.0 MECHANICAL SPECIFICATIONS • FT. FOOT OR FEET / ��'� ���" 1595F/15 M2.0 MECHANICAL DEMO PLAN - 2ND FLOOR T TREAD / - n OCC F.T. FULL TILE / / / ��, t� 1 I M3.0 MECHANICAL NEW PLAN - 2ND FLOOR FTG. FOOTING TBD TO BE DETERMINED / � �1 • - - - FURR. FURRING T.C. TOP OF CURB I. L*" \ 1. FUG. FUTURE ONE / cFRM- , # / 1 A �/ A Aw.. i I VICINITY I N I 1 1 MAP ELECTRICAL -GA. GAUGE TSG. TONGUE GROOVE I 30 OCC // �� v A, �� " �iQ0 - II' I Copyright Statement: ' ©I� i/� A f �".. r./ r I�/%� I/!i%� II ` li _ ED.I ELECTRICAL SYMBOLS AND NOTES - All drawings and written material appearing herein GALV. GALVANIZED THK. THICK � � � � �✓ �� °i`�" = A � �:.�`� - • :::: ;; BREAKRooM ..r ;: : R Y p a . EO.2 ELECTRICAL SPECIFICATIONS constitute original and unpublished original work of the ;�� \�����`������ \ . COPY/SUPPY RM. N,sh§�jh,EN i .;;►"'.r -; '!�' a-,.,� r` architect and may not be duplicated, used,or disclosed G.B. GRAB BAR T.O.C. TOP OF CONCRETE _ iS N,c,NNT ELCOM RM. lir ���`§��1"§N ; , 5435F/I5 a v5 :.,i; . • st .1 y ' „- t -, E0.3 ELECTRICAL SCHEDU SAN without rior written consent of the architect. 1545E/100 \ ������ �� �\ t.•�� b I� �? iLE D DETAILS aGL. GLASS T.O.M. TOP OF MULLION -T '� \� ����N ' �s� \ 1oosF/3oo �' �'CONE. RM. CGNF. RM. ` ( �.��..��.��.�\\ � 36 OCC $ . ��q`§\q��a 70 1625F/15 1665F/15 2 OCC \�� �.������.\\ . }�,,., ,,`v' %"4' r Approval Signature: : ,_ \\��������,` , \ 1 occ �� �����.���\� a 0:' E1.0 ELECTRICAL DEMO POWER PLAN - 2ND FLOOR GLAZ. GLAZING T.O.S. TOP OF SLAB ;• \ ;�� o�:� : a occ I n occ - _ - \ a���:�::� ;`\ I ` I f2-a �: F, .,,,, x --_,-4. . GND. GROUND T.P. TOP OF PAVEMENT ` sTOR. II r 14.• », �; .¢' E1.1ELECTRICAL DEMO LIGHTING PLAN - 2ND FLOOR I� �. �` 405F/300 �� .` 7 :�- CONF. RM. I 'fla' sy . a• CLOSET "n . El.2 ELECTRICAL DEMO MFA PLAN - 2ND FLOOR GSE. GROSS SQUARE FEET T.S. TUBE STEEL R of occ rl 13osF/15pillBOSF/300 , A Co/Title: Date: ' . w �, E2.0 ELECTRICAL NEW POWER PLAN - 2ND FLOOR G.S.M. GALVANIZED SHEET TYP. TYPICAL \\ EXIT' 1 occ °� L METAL \ iJ • • � `F �: �+� r E2.I ELECTRICAL NEW LIGHTING PLAN - 2ND FLOOR GYP. GYPSUM U.D.N. UNLESS OTHERWISE I 1� � :� "' E2.2 ELECTRICAL NEW MFA PLAN - 2ND FLOOR Cover Sheet NOTED , • ® ;. ` it� - �c0 • ' g 3 ,k - ., B.0 ELECTRICAL PANEL SCHEDULE/ PARTIAL ONE-LINE N.B. HOSE BIBB USF USABLE SQUARE FEET I GO,7N, . -0f H.C. HOLLOW CORE VCT. VINYL COMPOSITE ` \ I 1ft x '' } '° -a , PLUMBING H/C HANDICAPPED \ K HD. HARD TILE AREA OF WORK �= ; L: 1:;-' ,: i P1.0 PLUMBING PLAN - 2ND FLOOR HDND. HARDWOOD VERT. VERTICAL I �� HDWE. HARDWARE - �, VEST. VESTIBULEP � � � 2:: V.I.F. VERIFY IN FIELD �,-.-.- - - - - - - - - �� ,r = �, 2 � �,EOP N.M. HOLLOW METAL ,.sem+:`.,., n ei ..,, m,,.. : f j' n DY HDRIZ. HORIZONTAL +>� • W WEST1 i r .�.id' TI'�Y OPGA 1' HR. HOUR r nab AOR CODE COMPL ANCE T HT. HEIGHT W/ WITH I . ow , V c - I I ti �� w s W/0 WITHOUT . = r;.�� r� ; +' I .� .� Approved: L`C�LC� a,`20`�� ��F �o . y W.C. WATER CLOSET I�43'-4 I/2' r f� ' -, OTC (. I • - I.D. INSIDE DIAMETER EXIT SEPARATION - FLOOR 2 �r p r41 � r,. r • WD. WOOD INSUL. INSULATION WOW• WINDOW - .. A �_ �toa.OL`7_-o0_�.9 3 i NH WATER HEATER pp �,�„ � N INT. INTERIOR 16083 SW UPPER Suite it: ,�v O �� �r bd9n Ferry Scale: No Scale Issue Date: Date N.P. WATERPROOF BOONES FERRY RD $ . Date: Drawn By: EN Reviewed By: KR JAN. JANITOR NSCT. WAINSCOT y' 4./.....1 N JT. JOINT WT. WEIGHT Sheet: I of y g I I I I AO . O DEMOLITION PLAN NOTES GENERAL CONSTRUCTION NOTESI I 1 UC ON INTERIOR OFFICE a I. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS PERTAINING TO SAFETY OF 1. THE CONTRACT DOCUMENTS INCLUDE THE FOLLOWING: 16. WITHIN 5 DAYS OF NOTICE TO PROCEED WITH CONSTRUCTION, CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION 27. BUILDING LIFE-5AFTEY, AUDIBLE AND VISUAL WARNING SYSTEMS DESIGN, DISTRIBUTION, BUILDING PERMIT AND RENOVATION PERSONS, PROPERTY, ENVIRONMENTAL PROTECTION AND RECYCLING ORDINANCES. A. THE AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. SCHEDULE INDICATING EACH ACTIVITY, ITS DURATION, THE SUBMITTAL PERIOD AND THE TIME WHEN WORK "BY OTHERS" IS INSTALLATION OF ALL SHALL BE THE RESPONSIBILITY OF THE LIFE-SAFETY DESIGN/BUILD SUBCONTRACTOR. SUBMIT A 2. VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH THE EXISTING CONDITIONS. RESOLVE ANY CONFLICTS OR B. A.I.A. DOCUMENT 201, GENERAL CONDITIONS FOR THE PERFORMANCE OF A CONTRACT. TO BE COMPLETED. CONTRACTOR SHALL INDICATE COORDINATION WITH AND DELIVERY OF ALL LONG LEAD TIME ITEMS: DISTRIBUTION AND DEVICE LOCATION PLAN TO THE PROPERTY MANAGER, BUILDING ENGINEER AND ARCHITECT TO REVIEW QUESTIONS REGARDING EXISTING CONDITIONS, ARCHITECT'S DEMOLITION DRAWING, OR INSTRUCTIONS PRIOR TO DEMOLITION. C. BUILDING TENANT IMPROVEMENT STANDARDS AND CONSTRUCTION RULES REGULATIONS, AVAILABLE FROM THE BUILDING FINISHES, LIGHT FIXTURES, HARDWARE, ETC. FOR APPROVAL PRIOR TO CONSTRUCTION. ALL SYSTEMS SHALL COMPLY WITH ADAAG, IBC AND NFPA. MAINTAIN i PROPERTY MANAGER. RECORDS, LABEL ALL PANELS, COORDINATE WITH THE FIRE DEPARTMENT AS REQUIRED. PROVIDE RECORD DRAWINGS TO 3. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT AND FIXTURES AS REQUIRED TO ALLOW FOR NEW D. CONSTRUCTION DRAWINGS. 17. SUBMIT, AS A MINIMUM, THE FOLLOWING CONTRACTOR SUPPLIED ITEMS: BUILDING ENGINEER AT THE COMPLETION OF THE PROJECT. WORK. E. MODIFICATIONS (ADDENDA AND BULLETINS, AS ISSUED.) A. ALL REQUIRED CONSTRUCTION DOCUMENTS BY GOVERNING AGENCIES WITH SUBSTANTIATING COMPLIANCE REQUIREMENTS: ENERGY DOCUMENTATION, SPRINKLER PLANS AND CALCULATIONS, HVAC DISTRIBUTION PLANS, ETC. 28. CASEWORK SHALL BE PLASTIC LAMINATE, A.W.I. CUSTOM GRADE WITH FLUSH OVERLAY CONSTRUCTION UNLESS SHOWN OR 4. SCHEDULE THE WORK SO AS NOT TO INTERFERE WITH THE TENANT'S NORMAL BUSINESS OPERATIONS. COORDINATE THE 2. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE LATEST FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES B. MILLWORK SHOP DRAWINGS OTHERWISE NOTED. PROVIDE PLASTIC LAMINATE ON ALL EXPOSED SURFACES:ALL ENCLOSED SURFACES AND SHELVING MAY SCHEDULE WITH THE TENANT / BUILDING MANAGEMENT. HAVING JURISDICTION INCLUDING THEIR MOST RECENT REVISIONS, ADDITIONS, AMENDMENTS AND INTERPRETATIONS. ALL C. DOOR AND HARDWARE SCHEDULES BE EDGE BANDED MELAMINE. ALL HARDWARE SHALL BE POLISHED CHROME. PROVIDE STANDARD GROMMETS ABOVE WORK SHALL CONFORM WITH ADAAG REGULATIONS AND FEDERAL ADA LAWS FOR ACCESS BY THE DISABLED. SEPARATE D. LIGHT FIXTURE MANUFACTURER'S LITERATURE POWER, DATA OR PHONE OUTLETS AT ALL WORK COUNTERS AND AS INDICATED ON THE DRAWINGS. REFER TO CASEWORK 5. DUST AND DEBRIS MUST NOT BE ALLOWED TO ENTER THE SUPPLY OR RETURN AIR SYSTEM, TAPE OFF ALL EQUIPMENT PERMITS ARE REQUIRED FOR ALL MAJOR SUB-TRADES: MECHANICAL, ELECTRICAL, LIFE SAFETY, PLUMBING AND SPRINKLER E. SAMPLES OF EACH FINISH, 8 1/2" X II" IN SIZE INDICATED ON THE CONSTRUCTION DRAWINGS. SUBMIT MILLWORK SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL OR DUCT OPENINGS DURING CONSTRUCTION AND REMOVE ONCE DUST IS NO LONGER BEING GENERATED. PROVIDE ALL NEW WORK. F. PLUMBING, APPLIANCE AND EQUIPMENT MANUFACTURER'S LITERATURE PRIOR CONSTRUCTION. FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH ALL TENANT EQUIPMENT. NO ADDITIONAL FILTERS FOR ALL MECHANICAL HVAC EQUIPMENT PRIOR TO THEIR START-UP, COORDINATE WITH BUILDING ENGINEER. 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE BUILDING RULES AND REGULATIONS PREPARED BY BUILDING G. CARPET SEAMING DIAGRAM EXPENSE WILL BE INCURRED BY THE OWNER OR TENANT FOR LACK OF COORDINATION IN THESE MATTERS. 6. USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT MANAGER. COORDINATE ACCESS TO THE BUILDING, PROTECTION OF FINISHES AND USE OF ELEVATORS WITH THE BUILDING 18. SUBMIT THE SCHEDULES, SHOP DRAWINGS, MOCKUPS, SAMPLES AND OTHER REQUIRED SUBMITTALS IN A TIMELY FASHION 29. ALL CABINET HARDWARE SHALL BE AS SPECIFIED BELOW. HARDWARE FINISH SHALL BE POLISHED CHROME FOR ALL RISING AND SCATTERING IN THE AIR TO THE LOWEST LEVEL OF AIR POLLUTION PRACTICABLE FOR THE CONDITION OF PROPERTY MANAGER. SO AS NOT TO DELAY THE CONSTRUCTION. ALLOW THE ARCHITECT SUFFICIENT TIME, A MINIMUM OF 5 WORKING DAYS, TO EXPOSED HARDWARE, EXCEPT WHERE NEW HARDWARE IS TO MATCH EXISTING. ALL SEMI-EXPOSED OR INTERIOR HARDWARE 16083 SW UPPER BOONES FERRY RE WORK. COMPLY WITH ALL GOVERNING REGULATIONS. REVIEW AND COMMENT ON THE SUBMITTAL. WHERE SHOP DRAWINGS ARE REQUIRED, SUBMIT THREE (3) SETS OF PRINTS SHALL BE NICKEL FINISH. 4. ALL WORK SHALL CONFORM WITH THE "TENANT STANDARD" CONSTRUCTION ESTABLISHED FOR THE BUILDING, MATCHING TO THE ARCHITECT FOR REVIEW PRIOR TO THE COMMENCEMENT OF FABRICATION OR PLACING ORDERS. ALONG WITH FINISH Suite 200 7. REMOVE ABANDONED MECHANICAL EQUIPMENT, DUCTWORK, ELECTRICAL AND PLUMBING LINES BACK TO THEIR PRIMARY EXISTING, UNLESS OTHERWISE NOTED. THE CONTRACTOR IS REFERRED TO THE BUILDING SHELL CONSTRUCTION DRAWINGS SAMPLES, CONTRACTOR SHALL INCLUDE MANUFACTURER'S LITERATURE PROVIDING EVIDENCE OF THEIR COMPLIANCE WITH A. HINGES/PIVOTS: GLUM MODULE 90, SELF-CLOSING, OR EQUAL TI ARDOR SOURCE OR AS DIRECTED OTHERWISE. COORDINATE ALL WORK WITH THE MECHANICAL ENGINEER PRIOR TO DEMOLITION. TO WHICH THESE DRAWINGS ARE INTENDED TO BE COMPLIMENTARY. DISCREPANCIES AND INCONSISTENCIES SHALL BE FIRE AND BUILDING CODES AND REGULATIONS REGARDING FLAME SPREAD SMOKE DENSITY, ETC. AS REQUIRED. B. PULLS: DOUG MOCKETT AND CO., DP57B TIGARD, 97224 CAP AND IDENTIFY EXPOSED UTILITIES. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. ' ' C. DRAWER GLIDES, STANDARD: ACCURIDE C3832, 100#, FULL EXTENSION SERVICES WITHIN AREAS OF DEMOLITION, NOTIFY BUILDING ENGINEER AND AFFECTED UTILITY COMPANY IN ADVANCE AND lq. SCHEDULE AND PERFORM THE WORK DURING NORMAL BUSINESS HOURS, EXCEPT AS SPECIFIED BELOW OR OTHERWISE D. DRAWER GLIDES, FILE: WOOD MOTION kg-11000M, 1004, 1 1/2" OVER-TRAVEL OBTAIN APPROVAL BEFORE STARTING THIS WORK. MAINTAIN UTILITIES TO ALL REMAINING OCCUPIED AREAS AT ALL 5. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR OWNER. DO APPROVED IN ADVANCE BY THE BUILDING PROPERTY MANAGER. E. ADJUSTABLE SHELF HARDWARE: KV #255 NP STRIP, 14256 NP CLIP TIMES. COORDINATE THEIR TEMPORARY DISRUPTION WITH THE TENANT AND PROPERTY MANAGER. NOT PROCEED WITH WORK REQUIRING ADDITIONAL COMPENSATION UNTIL APPROVED IN WRITING. A. SCHEDULE AND PERFORM THE WORK SO THAT OTHER TENANTS IN THE BUILDING WILL NOT BE DISTURBED AND DAMAGE F. GROMMETS, STANDARD: DOUG MOCKETT AND CO., SG SERIES, 2 1/2" DIAMETER, BLACK OR EQUAL 6. WORK AREAS SHALL REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH TO EXISTING WORK OUTSIDE OF THE PROJECT AREA WILL NOT OCCUR. NO WORK IS TO BE DONE IN OTHER TENANT G. GROMMETS, TRASH MANAGEMENT: DOUG MOCKETT AND CO., TM SERIES, OR EQUAL 8. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED SHALL BE AT NO COST TO THE TENANT OR OWNER. TENANT AND OWNER TO ENSURE SECURITY. AREAS, UNLESS IT IS COMPLETE COMPLIANCE WITH BUILDING CONSTRUCTION RULES AND REGULATIONS. H. LOCKS: CORRIN CABINET LOCK, 5-PIN TUMBLER AS NEEDED B. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING WITH THE BUILDING PROPERTY MANAGER ACCESS INTO ADJACENT I. HEAVY DUTY SHELF STANDARDS: KV #87 ANOCHROME STANDARDS II:3 1 9. THE DESIGNER IS NOT AWARE OF ANY ASBESTOS CONTAINING MATERIALS ON THIS FLOOR. THE CONTRACTOR SHALL7 PROVIDE PROJECT INTERFACE AND COORDINATION OF ALL TRADES, CRAFTS, WORK "BY OTHERS" AND SUBCONTRACTORS TO TENANT SPACE AS REQUIRED. CONTRACTOR SHALL INCLUDE IN HIS BASE BID OVERTIME CONSTRUCTION WORK IN J. HEAVY DUTY SHELF BRACKETS: KV #187 ANOCHROME BRACKETS DETERMINE THE EXTENT OF SUCH MATERIALS ON THE SITE AND TAKE PROPER MEASURES FOR ITS REMOVAL ORADJACENT OCCUPIED TENANT AREAS, UNLESS SPECIFICALLY APPROVED OTHERWISE IN WRITING BY OWNER. _ ENCAPSULATION. ALL VINYL TILE IF APPLICABLE SHALL BE ENCAPSULATED BY COVERING WITH CARPET OR NEW VINYL COMPLETE THE WORK AND THE PROJECT AS REQUIRED BY THE CONSTRUCTION DRAWINGS WHETHER SPECIFICALLY SHOWN C. PROVIDE PROTECTION TO ALL EXISTING FINISHES IN BUILDING LOBBY ELEVATORS PUBLIC CORRIDORS ETC. 31. PROVIDE ALL ADDITIONAL COMPONENTS, MISCELLANEOUS METAL, BRACING, BLOCKING CLIPS ETC. AS REQUIRED TO TILE. ALL WORK SHALL STRICTLY ADHERE TO BUILDING MANAGER'S ASBESTOS MANAGEMENT POLICIES AND LOCAL, STATE ON THE DRAWINGS OR NOT. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY THE CONTRACTOR OR SUBCONTRACTORS. PROPERLY ANCHOR, FASTEN OR ATTACH MATERIALS, EQUIPMENT, APPLIANCES, HARDWARE, SYSTEMS AND ASSEMBLIES TO - AND FEDERAL AIR QUALITY MANAGEMENT AND ASBESTOS REMOVAL REGULATIONS, ASSEMBLY BILL 2040 AND EPA NATIONAL D. PROVIDE REQUIRED INSURANCE CERTIFICATES FOR ALL TRADES TO BUILDING PROPERTY MANAGER AND TENANT PRIOR THE BUILDING STRUCTURE. 8. ALL WORK NOTED "BY OTHERS" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND EMISSION STANDARDS FOR HAZARDOUS AIR POLLUTANTS AND ASBESTOS REMOVAL REGULATIONS. ALL WORK SHALL BE TO PROCEEDING. UNDERTAKEN BY QUALIFIED AND APPROVED SUBCONTRACTORS UNDER THE SUPERVISION OF THE OWNERS CONSULTANT. IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS TO COOPERATE AND COORDINATE 32. UPON COMPLETION OF THE WORK, NOTIFY THE PROPERTY MANAGER TO PREPARE A "PUNCH LIST" OF OUTSTANDING ITEMS, WITH THE WORK OF THE OTHER CONTRACTORS AS REQUIRED. PROVISION AND INSTALLATION OF FURNITURE, FILE 20. DEFINITIONS: UNSATISFACTORY OR INCOMPLETE WORK REQUIRING CORRECTION OR REMEDY. FINAL PAYMENT WILL BE CONTINGENT UPON ONLY SPECIFICALLY TRAINED PERSONNEL MAY PERFORM WORK ON A "LIMITED PROCEDURES„ BASIS AND ONLY WITH CABINETS, AND EQUIPMENT (UNLESS OTHERWISE NOTED) ARE NOT IN CONTRACT. A PARTIAL LIST OF WORK TO BE A. "ALIGN" MEANS TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE WITHOUT EVIDENCE OF ADDITION COMPLETION OF THESE ITEMS IN ACCORDANCE WITH THE OWNER-CONTRACTOR AGREEMENT. ADEQUATE SUPERVISION. CONTRACTORS SHALL THOROUGHLY COORDINATE ASBESTOS REMOVAL WORK WITH OTHER PERFORMED "BY OTHERS" IS AS FOLLOWS: "TYPICAL" "TYPICAL" WORKERS AND PROPERTY MANAGER. A. TELEPHONE AND NETWORK COMMUNICATION EQUIPMENT AND CABLING DISCONNECTION, SUPPLY, INSTALLATION AND B. MEANSYE IDENTICAL ONLYYL NOR ALL RECOTHEON I UNLESS OTHERWISE NOTED. NOTE THAT ITEMS NOTED33. CONTRACTOR SHALL PROVIDE TWO COMPLETE "RECORD DRAWINGS" SETS FOR HVAC, ELECTRICAL, FIRE PROTECTION, LIFE b r e r e t o n TERMINATION ARE USUALLY KEYED ONCE, WHERE THEY FIRST OCCUR AND ARE REPRESENTATIVE OF SIMILAR CONDITIONS 10. THE DESIGNER HAS NO INFORMATION TO CONFIRM OR NEGATE THE EXISTENCE OF PCB'S IN THE LIGHT FIXTURES. PRIOR TO THROUGHOUT SAFETY, SPRINKLER AND PLUMBING WORK, ONE TO THE BUILDING PROPERTY MANAGER AND ONE TO THE ARCHITECT WITHIN DISPOSAL OF ANY BALLAST, CONFIRM IF THE BALLASTS CONTAIN PCB'S AND DISPOSE OF IN STRICT ACCORDANCE WITH B. FURNITURE INSTALLATION C. "OR EQUAL" MEANS ANY PRODUCT, APPROVED IN WRITING THAT COMPLIES WITH THE SPECIFICATIONS OF THE MATERIAL ONE MONTH AFTER COMPLETION. INCLUDE ALL MANUFACTURERS GUARANTEES, WARRANTIES, INSTRUCTIONS, MAINTENANCE THE MATERIALS REFERENCED ABOVE. C. SIGNAGE INSTALLATION, EXCEPT ADAAG ACCESSIBLE SIGNAGE SPECIFIED IN DETAIL PROCEDURES, ETC., OF ALL SPECIAL EQUIPMENT INSTALLED, I.E. FAN COIL UNITS, HALON PROTECTION SYSTEMS, ETC.. D. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATIONS I1. MAINTAIN FREE AND SAFE PASSAGE TO AND FROM CONSTRUCTION AREA AND ADJACENT BUILDING AREAS. DO NOT q. THE SCOPE OF WORK AND ADJACENT AREAS, INCLUDING THE PATH OF TRAVEL TO THE SUITE THROUGH THE LOBBY, E. "FURNISH" MEANS "SUPPLY" 34. PROVIDE ALL ITEMS NOT SPECIFIED BUT REQUIRED FORA COMPLETE AND FINISHED PRODUCT. 909 Montgomery St. Suite 260 ELEVATORS AND CORRIDOR, SHALL BE PROTECTED FROM ANY DAMAGE THAT OCCURS BECAUSE OF THIS WORK. PROTECT 9 rY , OBSTRUCT EXIT PASSAGES AT ANY TIME. PROVIDE AND MAINTAIN BARRICADES, GUARDRAILS AND LIGHTING AS REQUIRED OUTSIDE CORNERS OF ALL PUBLIC AREAS IN PATH OF TRAVEL AND ELEVATOR JAMB EDGES. ANY DAMAGE THAT OCCURS F. "INSTALL" MEANS "CONNECT IN PLACE AND ADJUST FOR USE" 35. TENANT WILL PROVIDE ITEMS OR WORK INDICATED AS "BY OTHERS" OR NOT IN CONTRACT N.I.C. UNDER SEPARATE San Francisco, California 94133 TO PROTECT BUILDING OCCUPANTS, VISITORS AND WORKERS. PROVIDE AND USE PROTECTIVE DEVICES AS APPROPRIATE G. "PROVIDE" MEANS "FURNISH AND INSTALL" (NIG.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACT. INCLUDE SCHEDULE REQUIREMENTS FOR WORK CONSIDERED "BY OTHERS" OR (N.I.C.) IN CONSTRUCTION WHENEVER WORKING IN COMMON AREAS: LOBBIES, CORRIDORS, ELEVATORS, ETC.,OVER PERSONNEL, EQUIPMENT OR H. "FINISHED FLOOR" MEANS "TOP OF FLOOR SLAB" AT CARPETED AREAS AND "TOP OF FLOOR FINISH" AT AREAS WITH T 415 546 1212 brereton.com FURNITURE REMAINING IN ALL AREAS. PROVIDE OUTSIDE CORNER PROTECTION IN ALL COMMON AREAS THROUGHOUT THE WOOD FLOORING OR RESILIENT TILE PROGRESS SCHEDULE AND COORDINATE AS REQUIRED TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. PROJECT'S DURATION. 10. THE CONTRACTOR SHALL EXAMINE, READ AND BECOME FAMILIAR WITH ALL THE CONTRACT DOCUMENTS, AS DEFINED IN THE CONSTRUCTION AGREEMENT GENERAL CONDITIONS. SHOULD THE CONTRACTOR FIND DISCREPANCIES IN OR OMISSIONS FROM I. L.O.F. STANDS FOR "LIMIT OF FINISHES" 36. CORRECT ANY DEFECTS FOUND IN THE EXISTING BUILDING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, Stamp 12. PREVENT MOVEMENT OR SETTLEMENT OF SURROUNDING CONSTRUCTION. PROVIDE BRACING OR SHORING AND BE THE DRAWINGS AND SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, OR SHOULD BE IN DOUBT AS TO THEIR INTENT OR UNEVEN SURFACES AND FINISHES AT CONCRETE, PLASTER OR GYPSUM BOARD AND FLOOR SLABS TO PROVIDE A SMOOTH MEANING, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION OR INTERPRETATION. 21. MAINTAIN STRICT CONTROL OF DUST AND DEBRIS EMANATING FROM THE PROJECT AREA. KEEP PROJECT AREA BROOM SUBSTRATE FREE OF HOLES TO RECEIVE SPECIFIED FLOOR COVERINGS. PATCH AND REPAIR SURFACES TO MATCH RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE CLEAN AND CLEAR OF ANY DEBRIS DAILY. NO TOOLS AND MATERIALS SHALL BE LEFT UNATTENDED AT ANY TIME IN ANY OR INJURY. PUBLIC LOBBY OR CORRIDOR. ADJOINING ADJACENT SURFACES. D Il. INFORMATION GIVEN HEREIN AND ON THE DRAWINGS WAS OBTAINED FROM DATA AVAILABLE TO THE ARCHITECT AT THE - �' ��e TIME OF DESIGN, BUT ACCURACY CANNOT BE GUARANTEED. DRAWINGS AND SPECIFICATIONS ARE INTENDED FOR 37. ERECT AND INSTALL ALL WORK LEVEL, PLUMB, SQUARE, TRUE, STRAIGHT, AND IN PROPER ALIGNMENT. `� 13. CAREFULLY SALVAGE AND STORE AS DIRECTED BY BUILDING ENGINEER THE FOLLOWING MATERIALS AND EQUIPMENT. ASSISTANCE AND GUIDANCE, BUT EXACT DIMENSIONS AND ELEVATIONS SHALL BE GOVERNED BY ACTUAL CONDITIONS AT 22. INSTALL DUCT SEALS OVER FAN COIL AND VAV UNITS, RETURN AIR OPENINGS, ETC. AND INSTALL DUST PROTECTION ON '? f DISPOSE OF ANY SALVAGED MATERIALS AND EQUIPMENT AS DIRECTED AFTER THE PROJECTS COMPLETION THE SITE AND SHALL BE FIELD CHECKED BY THE CONTRACTOR. ALL LIGHT FIXTURES AND CEILING MOUNTED DEVICES. REMOVE SEALS AND PROTECTION ONLY AFTER DUST GENERATION ~ MICHAEL J. r' AND SANDING WORK HAS BEEN COMPLETED. THOROUGHLY CLEAN LIGHT FIXTURES AND CEILING MOUNTED DEVICES AT 38. PROVISIONTAND INSTALLATION OF FURNITURE, FILE CABINETS, AND EQUIPMENT (UNLESS OTHERWISE NOTED) ARE NOT IN GASTRO ' A. LIGHT FIXTURES COMPLETION. CONTRACT. 12. CONTRACT DRAWINGS ARE COMPLEMENTARY; WHAT IS SHOWN OR REFERENCED TO ON ANY SHALL BE PROVIDED AS THOUGH 1 B. DOORS AND HARDWARE SHOWN ON ALL. • San Francisco, y C. FIRE EXTINGUISHERS AND THEIR CABINETS 23. MAINTAIN ALL BUILDING SECURITY, FIRE ALARM AND FIRE PROTECTION SYSTEMS AT ALL TIMES AND MAINTAIN ALL 3q• ANY WORK WHICH CAUSES REMOVAL OR SPAWLING OF FIREPROOFING MATERIALS, GENERAL CONTRACTOR SHALL FULLY �� Lic.#5464. D. THERMOSTATS, MOUNTING PLATES, AND COUPLERS 13. PRIOR TO SUBMITTING THE PROPOSAL, THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH DRAWINGS AND UTILITIES TO ALL ADJACENT TENANT SPACES AT ALL TIMES, EXCEPT AS SCHEDULED WITH BUILDING ENGINEER. REPAIR TO MATCH EXISTING FIRE INTEGRITY AND AS DIRECTED BY FIRE INSPECTOR. 1nks. E. VAV BOXES AND CONTROLS SPECIFICATIONS AND BE SATISFIED WITH THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. AT THAT TIME THE 10/25/2017 11) -en.' 0��; CONTRACTOR SHALL ASCERTAIN AND CHECK LOCATION OF EXISTING STRUCTURES OR EQUIPMENT WHICH MAY AFFECT THE 24. MECHANICAL SYSTEM DESIGN AND PERMIT DRAWINGS SHALL BE THE RESPONSIBILITY OF THE MECHANICAL ENGINEER. 14. REMOVE FROM SITE AND LEGALLY DISPOSE REGULARLY ALL REFUSE, DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING WORK. THE CONTRACTOR SHALL BE ACQUAINTED WITH ALL CONDITIONS RELATING TO THE CONSTRUCTION AND COMPLETION INSTALLATION AND ITS COMPONENTS SHALL BE THE RESPONSIBILITY OF THE MECHANICAL SUBCONTRACTOR. PROVIDE AIR Exp: 12/31/2018 FROM DEMOLITION OPERATIONS. IN OCCUPIED AREAS, CLEAN AND DISPOSE OF MATERIALS DAILY. REMOVE TOOLS AND OF THE PROJECT AND THE EMPLOYMENT OF LABOR THEREON. NO ALLOWANCES SHALL BE SUBSEQUENTLY MADE ON THE BALANCING CERTIFICATION AND RECORD DRAWINGS TO BUILDING ENGINEER AT COMPLETION OF PROJECT. EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE AREAS AND SITE BROOM SWEPT, ORDERLY AND IN CONDITION CONTRACTOR'S BEHALF FOR ANY EXPENSES DUE TO FAILURE OR NEGLECT ON THE CONTRACTOR'S PART TO MAKE SUCH AN - ACCEPTABLE FOR CONSTRUCTION. EXAMINATION, FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS TO FURNISH ALL 25. PLUMBING SYSTEM DESIGN AND PERMIT DRAWINGS SHALL BE THE RESPONSIBILITY OF THE PLUMBING ENGINEER. - 15. COORDINATE DEMOLITION WORK AS NECESSARY WITH THE PROPERTY MANAGER. SPECIAL EQUIPMENT TO ACCOMPLISH EQUIPMENT, MATERIALS, LABOR AND SERVICES NECESSARY TO CARRY OUT THE PROVISIONS OF THE CONTRACT. INSTALLATION SHALL BE THE RESPONSIBILITY OF THE PLUMBING SUBCONTRACTOR. STRICTLY ADHERE TO AND MAINTAIN Consultant ALL BUILDING CONTROL SYSTEMS. SUBMIT MANUFACTURER'S LITERATURE ON ALL NEW EQUIPMENT. DEMOLITION MUST BE WITHIN THE NOISE LIMITATIONS SET BY THE PROPERTY MANAGER. 14. CONFIRM DURING THE BID PERIOD, ON SITE DELIVERY DATES OF ALL MATERIALS SPECIFIED IN THE CONTRACT DOCUMENTS 16. RESTORE SURFACES DISTURBED BY DEMOLITION TO ORIGINAL CONDITION. PATCH SURFACES VISIBLE AFTER DEMOLITION TO AND IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF POTENTIAL DELAYS TO THE COMPLETION DATE OF THE PROJECT. 26. POWER, TELEPHONE AND DATA OUTLETS DESIGN AND PERMIT DRAWINGS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL ENGINEER. INSTALLATION OF ALL SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. MATCH ADJACENT FINISH CONDITIONS. 15. VERIFY, DURING THE BID PERIOD, ACCESS TO THE JOB SITE, FREIGHT ELEVATOR USE SCHEDULE, FREIGHT ELEVATOR SIZE SUBMIT LIGHT FIXTURE CATALOGUE CUTS TO BUILDING ENGINEER AND ARCHITECT FOR APPROVAL AS REQUIRED AND INCLUDING HEIGHT (IF APPLICABLE), DEPTH AND WIDTH, CLEARANCES INTO AND OUT OF THE BUILDING AND JOB SITE. MAINTAIN RECORD DRAWINGS OF ALL WORK. MAINTAIN RECORDS AND LABELING OF ALL PANELS, SUBPANELS AND TRANSFORMERS. COORDINATE ALL ELECTRICAL WITH MILLWORK AND HARDWARE. PROVIDE RECORD DRAWINGS TO BUILDING ENGINEER. CONSTRUCTION PLAN NOTES REFLECTED CEILING PLAN NOTES POWER AND SIGNAL PLAN NOTES FINISH PLAN NOTES g I. REFER TO THE GENERAL CONSTRUCTION NOTES FOR ITEMS WHICH AFFECT AND SHALL APPLY TO ALL ASPECTS OF THIS 1- THE CONTRACTOR SHALL VERIFY IMPACT AND INCLUDE THEIR MODIFICATION AT NO ADDITIONAL COST FOR FAILURE TO I. THIS LAYOUT IS FOR SCHEMATIC LAYOUT PURPOSES ONLY; REFER TO ELECTRICAL DRAWINGS FOR CIRCUITING, PANEL I. ALL FINISH MATERIALS SHALL CONFORM WITH IBC REQUIREMENTS FOR THEIR PARTICULAR LOCATION. PROJECT. COMPLY WITH THE CONSTRUCTION SPECIFICATIONS CONTAINED IN THE SUMMARY TENANT IMPROVEMENT CONSIDER THIS DURING BID PERIOD. PATCH AND REPAIR ALL MAIN TEES AND REPLACE ALL CROSS TEES WITH HOLES, SCHEDULES, TYPICAL DETAILS, SPECIAL REQUIREMENTS ETC. ALL TELEPHONE, ELECTRICAL AND COMMUNICATION WORK STANDARDS. BENDS OR OTHER DISFIGUREMENT. INSTALL NEW PERIMETER CEILING ANGLE TIGHT TO PARTITIONS, FREE FROM CURVES, SHALL BE PROVIDED AS SHOWN ON DRAWINGS AND SHALL BE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. 2. FINISHES FOR ALL TENANTS ARE SHOWN ON THIS DRAWING. FINISH NOTATIONS ARE FOR CURRENT TENANT PROJECT ONLY BREAKS AND OTHER IRREGULARITIES. MAIN TEES WITH MORE THAN FOUR HOLES IN EIGHT FEET SHALL HAVE THAT SECTION REFER TO EQUIPMENT SCHEDULE IF APPLICABLE FOR SPECIFIC DETAIL. AND DO NOT CORRESPOND TO IMPROVEMENTS FOR OTHER TENANTS OR PARTS OF THE BUILDING. 2. CUT AND FIT COMPONENTS OF EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. PROTECT FROM DAMAGE ALL REPLACED. 8 MATERIALS NOT REQUIRED TO BE REMOVED OR DEMOLISHED. RESTORE SURFACES DISTURBED BY DEMOLITION TO ORIGINAL 2. TENANT IS RESPONSIBLE FOR INSPECTION AND CUTTING OF EXISTING CABLE NO LONGER REQUIRED WITHIN THE PROJECT 3. ALL FIRE EXTINGUISHER CABINETS SHALL BE PAINTED TO MATCH ADJACENT WALLS IN SEMI-GLOSS ENAMEL PRIOR TO 2. ACOUSTICAL CEILING SUSPENSION SYSTEM, CEILING MOUNTED LIGHT FIXTURES, AND PARTITIONS CONNECTING TO SYSTEM SITE AND THE SUPPLY AND INSTALLATION OF CABLING, INCLUDING TERMINATION OF SAME AND INSTALLATION OF COVER APPLICATION OF CONTRASTING COLOR DECAL. CONDITION. INSPECT ALL SURFACES WHICH EXIST AND ARE NOT NEW WORK WITHIN PROJECT AREA, FILL ALL HOLES, SCRATCHES, ETC. TO PREPARE TO RECEIVE NEW FINISH AS REQUIRED. PATCH SURFACES VISIBLE AFTER DEMOLITION TO SHALL BE LATERALLY STABILIZED AS REQUIRED BY ASTM STANDARDS C635 If C636. ALL FLUORESCENT LIGHT FIXTURES PLATES FOR TELEPHONE AND DATA SYSTEMS. CONTRACTOR SHALL PROVIDE TENANT WITH SCHEDULE TO INSTALL THESE MATCH ADJACENT FINISH CONDITION. SHALL BE INDEPENDENTLY SUPPORTED AS REQUIRED BY CODE, SEE DETAILS. CONTRACTOR SHALL VERIFY IF EXISTING ITEMS. TENANT'S SUBCONTRACTOR SHALL BUNDLE LARGE CABLE GROUPINGS IN CEILING PLENUM, AND INDEPENDENTLY 4. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. PROVIDE PROPER SUSPENDED CEILING AND LIGHT FIXTURES ARE STABILIZED AS REQUIRED, NO ADDITIONAL COSTS SHALL BE ALLOWED FOR SUSPEND FROM CEILINGS, LIGHT FIXTURES, ETC. ALL CABLE SHALL BE UL LISTED AND PLENUM RATED SPECIFICALLY FOR SUBSTRATE AND LEVELING AS REQUIRED. 3. DETAILS ARE USUALLY KEYED AND NOTED TYPICAL ONLY ONCE WHEN THEY FIRST OCCUR AND ARE USUALLY FAILURE TO PROPERLY CONSIDER THIS DURING BID PERIOD. THIS APPLICATION. ALL NON-PLENUM-RATED CABLE SHALL BE REMOVED OR PLACED IN CONDUIT AT TENANT'S EXPENSE. REPRESENTATIVE OF SIMILAR CONDITIONS THROUGHOUT. 5. PROVIDE FLOOR LEVELING COMPOUND AS REQUIRED SO THAT SURFACE OF DIFFERENT MATERIALS PROVIDE SMOOTH 3. COORDINATE WITH ALL TRADES INVOLVED AND COMPARE COMPOSITE DRAWINGS TO ENSURE CLEARANCES FOR LIGHT 3. COORDINATE WITH ALL OTHER SUBCONTRACTORS AS REQUIRED FOR INSTALLATION OF UNDER-SHELF LIGHTS, OUTLETS IN TRANSITIONS FROM ONE SURFACE TO ANOTHER. FEATHER TRANSITIONS 1/8" PER 1'-0" MAXIMUM. FIXTURES, DUCTS, CEILINGS, ETC. AS NECESSARY TO MAINTAIN THE FINISH CEILING HEIGHT(S) ABOVE THE FINISH FLOOR 4. LAYOUT PARTITIONS AS NOTED ON DRAWING, BEFORE PERFORMING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL BACKSPLASH, MECHANICAL EQUIPMENT, EQUIPMENT SCHEDULE AND ALL ELECTRIFIED HARDWARE, ELECTROMAGNETIC HOLD DIMENSIONS OF EXISTING AND NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. LAYOUT PARTITION SLAB AND CLEARANCES REQUIRED FOR LIGHT FIXTURES. CLARIFY CONFLICTS WITH ARCHITECT. MAINTAIN cl CLEAR ABOVE OPEN DEVICES, AND KEYLESS ENTRIES AS REQUIRED, ALSO SEE HARDWARE SCHEDULE. UNDER-SHELF LIGHTS SHALL BE 6. PROVIDE FLOORING TRANSITIONS DOME TYPE STRIPS IN COMPATIBLE COLOR AS REQUIRED. VERTICAL TRANSITIONS SHALL DIMENSIONS IN FIELD AND RECEIVE ARCHITECTS APPROVAL PRIOR TO INITIATING CONSTRUCTION. ANY DISCREPANCY SUSPENDED CEILING PLANE FOR LIGHT FIXTURES. MOUNTED AT FRONT OF CABINET FACING BACK TOWARD SPLASH. NOT EXCEED; SLOPED TRANSITIONS. COORDINATE COLOR OF TRANSITIONS MATERIAL WITH ARCHITECT. WHERE FLOOR BETWEEN DIMENSIONS IN FIELD AND THOSE SHOWN SHALL BE REPORTED TO THE ARCHITECT FOR DIRECTION PRIOR TO 4. REVIEW LOCATION OF LIGHT FIXTURES AND SWITCHING IN THE FIELD WITH ARCHITECT PRIOR TO PLACEMENT. COORDINATE FINISHED CHANGE AT DOOR OPENING, THE CENTERLINE OF TRANSITION SHALL TYPICALLY FALL AT CENTERLINE OF DOOR, CONSTRUCTION. 4. UNLESS SPECIFICALLY DIMENSIONED ALL OUTLETS SHALL BE INSTALLED AT THE NEAREST STUD. MOUNT CENTER LINE OF UNLESS OTHERWISE NOTED. LIGHTING RELOCATION DUE TO FIELD CONDITIONS WITH ARCHITECT PRIOR TO INSTALLATION. RECEPTACLE AT 18 INCHES ABOVE FLOOR SLAB UNLESS OTHERWISE NOTED. ALL OTHER OUTLET DIMENSIONS ARE TO _5. DIMENSIONING RULES: THE FOLLOWING RULES APPLY, UNLESS OTHERWISE NOTED. CENTER LINE OF OUTLET OR GROUP OF OUTLETS, UNLESS OTHERWISE NOTED. FURNITURE IS SHOWN FOR REFERENCE ONLY. 7. FINISHES SHALL BE CONSIDERED CONTINUOUS THROUGHOUT UNLESS OTHERWISE NOTED. ALL SURFACES, REVEALS, ETC., A. HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISHED SURFACE TO FACE OF FINISHED SURFACE 5. COORDINATE AND VERIFY ALL HVAC THERMOSTAT LOCATIONS WITH THE ARCHITECT AND TENANT PRIOR TO INSTALLATION. FIELD VERIFY LOCATION OF ALL CORING FOR ALL FLOOR MONUMENTS AND FURNITURE SYSTEM BASE FEEDS. REVIEW EXPOSED TO VIEW, FROM BOTH TENANT AND SHELL CONSTRUCTION, SHALL BE FINISHED. COORDINATE WITH ARCHITECT IF - B. DIMENSIONS NOTED CLEAR OR CLR MUST BE PRECISELY MAINTAINED 6. WHERE ACOUSTICAL TILES ARE REQUIRED TO BE CUT, CUT TILES TO MAINTAIN A SHARP AND NEAT EDGE. NOTCH TILES AS LAYOUT OF ALL ELECTRICAL DISTRIBUTION SYSTEMS IN THE FIELD WITH THE ARCHITECT PRIOR TO INSTALLATION. QUESTIONS ARISE. Issue/Revision: C. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT, UNLESS NOTED (+/-) REQUIRED TO PROVIDE POSITIVE ATTACHMENT BUT CONCEAL GLAZING AND DOOR BRACING. D. DIMENSIONS TO THE EXTERIOR OF THE BUILDING ARE TO THE INSIDE FACE OF EXTERIOR WALL 5. ALL BUILDING RECEPTACLES, SWITCHES, DEVICES, ETC. SHALL BE BUILDING STANDARD. LEVITON DECORA SERIES; COLOR 8. L.O.F. TYPICALLY STANDS FOR LIMIT OF FINISHES. Proj. No. E. DIMENSIONS LOCATING DOORS ARE 4 INCHES TO INSIDE EDGE OF JAMBS, EXCEPT AT CORRIDORSWHITE, SHALL BE PROVIDE IF NO BUILDING STANDARD IS IDENTIFIED. No. Date: Description 7. INSTALL ALL DOWNLIGHT AND WALLWASH LIGHT FIXTURES, SMOKE DETECTORS, SPEAKERS, EXIT SIGNS, ETC. IN THE q. GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION TIME FOR ALL MATERIALS, INCLUDING THOSE SUPPLIED OR F. VERTICAL DIMENSIONS ARE FROM THE TOP OF FINISHED FLOOR CENTERS OF CEILING TILES, UNLESS OTHERWISE INDICATED. INSTALL ALL DOWNLIGHTS AS DIMENSIONED. ALL CEILING G. DIMENSIONS MARKED VERIFY, VERIFY IN FIELD OR V.I.F. SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND DISCUSSED FIXTURES AND PENETRATIONS THAT OCCUR IN RELATIONSHIP OR PATTERN TO OTHERS SHOULD BE CHECKED AND CONFIRMED 6. ALL DEDICATED OUTLETS SHALL BE GRAY RECEPTACLES WITH WHITE COVER PLATES FOR IDENTIFICATION. ALL FLOOR SUPPLIED AND INSTALLED BY OTHERS. SEE GENERAL CONSTRUCTION NOTE #16. 32453.00 ISSUE FOR REVIEW WITH THE ARCHITECT PRIOR TO CONSTRUCTION BUILDABLE BEFORE ANY RELATED ELEMENTS ARE CONSTRUCTED. REVIEW ALL CONFLICTS WITH ARCHITECT IN FIELD. CORING SHALL BE COORDINATED AND SCHEDULED WITH THE BUILDING ENGINEER/MANAGER. ELECTRICAL CONTRACTOR O 29SEPl7 H. DO NOT SCALE DRAWINGS. IF ANY WORK CANNOT BE LOCATED, DISCUSS WITH ARCHITECT PRIOR TO CONSTRUCTION SHALL PROVIDE PROPER POWER FOR ALL EQUIPMENT INDICATED ON PLAN, IN ACCORDANCE WITH MANUFACTURERS' 10. MODIFY EXTERIOR BLINDS AS REQUIRED BY NEW CONSTRUCTION. KEEP BLINDS COVERED. DAMAGED BLINDS TRACK ASA 32453.00 ISSUE FOR PERMIT INSTRUCTIONS AND OPERATING REQUIREMENTS AS PROVIDED BY THE TENANT. RESULT OF CONSTRUCTION SHALL BE REPLACED AT NO COST TO OWNER OR TENANT. 8 REMOVE AND CLEAN ALL PRISMATIC LENSES; WIPE DOWN INSIDE OF FIXTURE AND LAMP EXTERIOR AFTER INSTALLATION OF © 04OCT17 6. ALL NEN FINISHES ARE TO ALIGN FLUSH WITH EXISTING FINISHES WITHOUT EVIDENCE OF ADDITION. WHERE NEW GYPSUM CARPET. FOR PARABOLIC FIXTURES, BAG LIGHT FIXTURES WITH REMOVABLE TAPE. DO NOT REMOVE BAG UNTIL CARPET BOARD MEETS THE SIDE OF EXISTING PLASTER, REMOVE THE METAL CORNERBEAD, ALIGN THE PARTITION STUD TO ALLOW HAS BEEN VACUUMED. REPLACE ALL DENTED SCRATCHED OR CRACKED LENSES. 7. PROVIDE SINGLE-GANG GYPSUM BOARD RING WITH A NYLON PULL STRING TO RETURN AIR PLENUM ABOVE FOR ALL WALL II. FLOORING AND BASE: . GYPSUM BOARD TO FLUSH OUT WITH EXISTING FINISH. MOUNTED TELEPHONE, DATA AND VIDEO CABLE OUTLETS, UNLESS OTHERWISE NOTED. AT ALL WALL MOUNTED OUTLETS IN A. VERIFY THAT SUB-SURFACE IS SMOOTH, LEVEL AND FREE FROM DEFECTS WHICH WOULD AFFECT THE INSTALLATION DO q. REUSE ALL EXISTING FLUORESCENT LIGHT FIXTURES OR PROVIDE NEW TO MATCH AS REQUIRED. ALL DAMAGED, DENTED OR EITHER FIRE-RATED OR INSULATED PARTITIONS, PROVIDE A DOUBLE-GANG BOX, RING AND I" DIAMETER CONDUIT WITH q0 NOT PROCEED WITH WORK UNTIL DEFECTS HAVE BEEN CORRECTED. THOROUGHLY CLEAN SUBFLOOR PRIOR TO 7. INSTALL PARTITIONS PARALLEL OR PERPENDICULAR TO PERIMETER CORRIDOR OR CORE OF THE BUILDING UNLESS DEFECTIVE EQUIPMENT SHALL BE REPLACED. REPLACE NOISY OR DEFECTIVE BALLASTS. CHECK WITH BUILDING ENGINEER DEGREE ANGLE ABOVE SUSPENDED CEILING THROUGH PARTITION INTO PLENUM ABOVE. CONFIRM DIAMETER WITH TENANT'S APPLICATION OF ADHESIVE. OTHERWISE NOTED. ALIGN PARTITIONS PERPENDICULAR TO CENTERLINE OF COLUMN OR WINDOW MULLIONS, UNLESS FOR ADDITIONAL FIXTURES. ALL NEW FIXTURES ARE 3-TUBE T8 WITH ELECTRONIC BALLAST AND TO MATCH VISUALLY. CONTRACTOR; LARGER CONDUIT SHALL BE ABOVE STANDARD. B. VINYL COMPOSITION TILE SHALL LAY SYMMETRICALLY ABOUT CENTERLINES OF SPACES WITH EITHER JOINT OR OTHERWISE NOTED. NOTIFY ARCHITECT OF ANY CHANGES REQUIRED DUE TO ENERGY CALCULATION. CENTERLINE OCCURRING IN CENTER U.O.N. CUTTING OF FIELD TILES IS NOT PERMITTED. ALIGN PARALLEL TO • 8. IF ANY OUTLETS CANNOT BE INSTALLED AS NOTED OR SHOWN ON PLANS DUE TO CONFLICT WITH STRUCTURAL, MECHANICAL RESPECTIVE WALLS. NEATLY TRIM MATERIAL ABUTTING OTHER WORK TO FORM TRUE, CLEAN JOINTS. THE TILE 8. ALL VERTICAL EXPOSED PIPES, CONDUITS, ETC. SHALL BE FURRED, WHETHER SHOWN ON DRAWINGS OR NOT, AS DIRECTED 10. RE-LAMP ALL EXISTING LIGHT FIXTURES WITH NEW T8 FLUORESCENT LAMPS TYPE AND KELVIN RATING AS SPECIFIED BY OR ELECTRICAL BUILDING ELEMENTS, CLARIFY WITH ARCHITECT BEFORE PROCEEDING. PATTERN SHALL ALTERNATE DIRECTION, U.O.N. BY ARCHITECT IN FIELD. BUILDING ENGINEER. C. REPAIR BOTTOM OF PARTITIONS, EXISTING AND NEW, AS REQUIRED FOR PROPER INSTALLATION OF BASE. 9. SOUND SEAL WITH CAULKING PADS APPLIED TO BACK OF OUTLETS AROUND ALL OUTLETS IN ACOUSTICAL PARTITIONS; SEAL D. PROVIDE PROPER REDUCER STRIPS FOR SMOOTH TRANSITION BETWEEN CARPET AND HARD FLOORING AS NEEDED. q. STAGGER ALL JOINTS OF GYPSUM BOARD AT ACOUSTICAL PARTITIONS. II. SWITCHES INDICATED ARE TO CONTROL LIGHTS IN ROOM WHERE LOCATED, UNLESS NOTED OTHERWISE. ALL FLUORESCENT AIRTIGHT. STAGGER OUTLETS IN STUD CAVITY SERVING OPPOSITE ROOMS IN A COMMON WALL. COMPLY WITH ADAAG TRANSITION REQUIREMENTS. COORDINATE COLOR OF TRANSITIONS MATERIAL WITH ARCHITECT. LIGHT FIXTURES SHALL BE WIRED IN ACCORD WITH APPLICABLE BUILDING CODES. ALL SWITCHES SHALL BE BUILDING CHANGE FLOOR FINISHES AT CENTERLINE OF DOOR, TYPICALLY, U.O.N. 10. REINFORCE COMMON INTERIOR DOOR LATCH AND WINDOW JAMBS AND LONG WINDOW HEADS WITH SHEET METAL STUDS, AS STANDARD UNLESS OTHERWISE NOTED. 10. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED TO COMPLY WITH THE SPECIFIC MANUFACTURERS' REQUIREMENTS. DETAILED AND AS RECOMMENDED BY BOTH MANUFACTURERS. PROVIDE 20 GA STUDS AT ALL OPENINGS AS DETAILED AND 12. PAINTING: LATERALLY BRACE ALL HEADERS AS DETAILED. 12. GANG MULTIPLE SWITCHES AND PROVIDE A SINGLE COVER PLATE WHEN MORE THAN ONE SWITCH IS REQUIRED AT THE SAME 11. FOR MANUFACTURERS TYPES, DETAILS AND SPECIFICATIONS OF PANEL BOXES, RISERS, CIRCUITING, ETC., SEE ELECTRICAL A. NO PAINTING OR INTERIOR FINISHES SHALL BE APPLIED UNDER CONDITIONS WHICH JEOPARDIZE THE QUALITY OR LOCATION. PROVIDE SWITCHES FOR ALL EXHAUST FANS; GANG WITH OTHER ROOM SWITCHES. DESIGNATE FAN SWITCHES BY DRAWINGS. PROVIDE BUILDING ENGINEER WITH AS-BUILT DOCUMENTS AT THE COMPLETION OF THE PROJECT. APPEARANCE OF SUCH WORK. II. FRAME AROUND DUCTWORK, PIPES OR CONDUIT AT PARTITION LOCATIONS AND BRACE WITH SHEET METAL STUDS AS ROUTING THE WORD "FAN" ONTO COVER PLATE. B. EXAMINE ALL SURFACES TO BE FINISHED UNDER THIS CONTRACT AND SEE THAT THE WORK OF OTHER TRADES HAS REQUIRED FOR RIGID AND SEISMICALLY STABLE CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY EXACT FIELD CONDITIONS FOR SNITCH AND FIXTURE RELATIONSHIP AS WELL AS BEEN LEFT OR INSTALLED IN SATISFACTORY CONDITION TO RECEIVE PAINT, STAIN OR SPECIFIED FINISH. THE 13. MOUNTING HEIGHTS AND LOCATION FOR LIGHT SWITCHES AND THERMOSTATS SHALL BE SHOWN ON DRAWINGS. TELEPHONE AND ELECTRICAL OUTLETS. REPORT ALL DISCREPANCIES TO THE ARCHITECT. APPLICATION OF THE FIRST COAT SHALL INDICATE ACCEPTANCE OF THE SURFACE. 12. INSTALL TEMPERED GLASS WITH THE MANUFACTURERS SEAL LOCATED AT THE LOWER CORNER OF THE GLAZED PANEL; C. ALL AREAS TO BE PAINTED SHALL RECEIVE A MINIMUM TWO COAT APPLICATION OVER PRIMER SPREAD AND MIL CONCEAL TONG MARKS IN GLAZING SEALANT, IF ANY. CONTRACTOR SHALL PROVIDE MINIMUM GLASS THICKNESS AS 14. GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTORS, CEILING CONTRACTOR AND OTHERS AS 13. CONTRACTOR SHALL COORDINATE ANY ELECTRICAL WORK WHICH REQUIRES INTERRUPTION OF POWER TO ANY AREA NOT THICKNESS AS RECOMMENDED BY PAINT MANUFACTURER TO OBTAIN TRUE EVEN COLOR WITHOUT HOLIDAYS. PROVIDE REQUIRED BY CODE. REQUIRED FOR ACCESS TO MECHANICAL BOXES, FIRE DAMPERS, SMOKE AND DRAFT CONTROL DAMPERS, FANS, VALVES, ETC. WITHIN THE SCOPE OF WORK FOR THIS PROJECT WITH THE BUILDING ENGINEER AND PROPERTY MANAGER PRIOR TO ADDITIONAL COATS AS REQUIRED TO COVER EXISTING FINISH TO APPEAR LIKE NEW. PROVIDE A FULLY REMOVABLE 2' X 4' CEILING TILE FOR ACCESS TO SIDE OF ALL HVAC (VAV) BOX CONTROLS AND FILTERS. INTERRUPTION, NO POWER SHALL BE INTERRUPTED DURING NORMAL BUSINESS HOURS. 13. PROVIDE AN EXTRA STUD FOR SWITCH AND POWER OUTLETS AS REQUIRED. MARK CEILING TILE WITH Y8" DIAMETER COLOR MAP PINS FOR ALL CONCEALED WORK. 13. CLEANING AND RETOUCHING: A. BLUE: HVAC EQUIPMENT 14. UNLESS OTHERWISE NOTED, PROVIDE 4" CONDUIT INTERTIE FROM TELEPHONE BACKBOARD IN TENANTS SUITE TO FLOOR A. AT COMPLETION OF PAINTING, ALL UNUSED AND SCRAP FINISH MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL Copyright Statement: 14. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR ALL OVERHEAD, CANTILEVERED MILLWORK AND SIMILAR LOAD B. RED: FIRE VALVES OR EQUIPMENT TELEPHONE RISER. PAINT SPOTS SHALL BE REMOVED AND ALL AREAS THOROUGHLY CLEANED. ANY DIRT OR DEBRIS CAUSED BY WORK - All drawings and written material appearing herein constitute original and unpublished original work of the SHALL BE CLEANED UP AS WORK PROGRESSES. BEARING ITEMS ATTACHED TO PARTITIONS. USE 20 GAUGE SHEET METAL STUDS TO SUPPORT BLOCKING. SEE DETAILS. C. GREEN: ALL OTHER EQUIPMENT architect and may not be duplicated, used, or disclosed ALL WOOD BLOCKING AND FURRING SHALL BE FIRE-TREATED TO CONFORM TO THE BUILDING CODE. 15. SEE DETAILS FOR MOUNTING HEIGHTS OF THERMOSTATS, SWITCHES AND OUTLETS. B. RETOUCH AND REPAINT PAINTED SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY GENERAL CONTRACTOR. without prior Written consent of the architect. 15. ALL EXIT SIGNS SHALL REPLACED WITH NEW BUILDING STANDARD. EXIT SIGNS SHOWN ARE THE MINIMUM ONLY, PROVIDE THE COST FOR SUCH WORK SHALL BE BORNE BY THE TRADE RESPONSIBLE FOR THE DAMAGE. Approval Signature: 15. TAKE SUITABLE MEASURES TO PREVENT INTERACTION BETWEEN DISSIMILAR METALS. ANY ADDITIONAL EXIT SIGNS AS REQUIRED BY BUILDING AND FIRE DEPARTMENTS. 16. ALL FLOOR AND THROUGH PARTITION PENETRATIONS SHALL BE SEALED AS REQUIRED BY FIRE RATING OF FLOOR OR C. CLEAN INSIDE OF ALL EXTERIOR WINDOWS AND BOTH SIDES ALL INTERIOR GLASS, PARTITION AND ALL APPLICABLE CODE. 16. PROVIDE FIRE DAMPERS AT ALL DUCT PENETRATIONS OF ALL FIRE RATED ASSEMBLIES IN ACCORD WITH IBC. 16. PROVIDE EMERGENCY LIGHTING AS SHOWN AND AS REQUIRED BY CODE. 14. TEMPORARY PROTECTION SHALL BE PROVIDED FOR ALL FINISHES PRIOR TO MOVE-IN. ANY DAMAGES SHALL BE AT 17. COORDINATE INSTALLATION OF UNDER-SHELF LIGHTS, OUTLETS IN BACKSPLASH, APPLIANCES, ETC. WITH ELEVATIONS AND CONTRACTOR'S EXPENSE. CONFIRM ALL CORRECTIVE MEASURES WITH ARCHITECT PRIOR TO PROCEEDING. Co/Title: Date: 17. IT IS RECOMMENDED TO USE TYPE X GYPSUM BOARD THROUGHOUT, EXCEPT WET LOCATIONS WHERE WATER RESISTANT 17. THE REFLECTED CEILING PLAN GOVERNS LOCATIONS, AND THE ELECTRICAL ENGINEERS DRAWING GOVERNS THE WIRING MILLWORKER. COORDINATE IN FIELD WITH ARCHITECT. GYPSUM BOARD SHALL BE REQUIRED. LAYOUT AND INSTALLATION. INSTALL IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY LOCAL AUTHORITIES. General Notes REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, SPECIFICATIONS, DETAILS AND ADDITIONAL 18. MAINTAIN EXISTING FLOOR AND PARTITION FIRE PROTECTION ON ALL EXISTING EXITING, SHAFT AND CORE ELEMENTS AS INFORMATION RELATED TO ELECTRICAL WORK. ANY CONFLICTS BETWEEN DRAWINGS AND EXISTING CONDITIONS SHALL BE REQUIRED BY CODE. REPAIR FIRE SEALANT AS REQUIRED. SUBMITTED IN WRITING TO THE ARCHITECT. ALL CONFLICTS ARISING DURING CONSTRUCTION SHALL ALSO BE SUBMITTED IN WRITING TO THE ARCHITECT. 19. BRACE ALL PARTITIONS IN ACCORDANCE WITH LOCAL SEISMIC CODE REQUIREMENTS. REFER TO DETAILS, 18. CONTRACTOR TO CONFORM COMPATIBILITY OF LIGHT FIXTURES WITH SPECIFIED CEILING SUSPENSION SYSTEM. 19. NO LOOSE, EXPOSED BATT INSULATION SHALL BE ALLOWED IN CEILING PLENUM. WRAPPED BATT INSULATION SHALL BE FULLY ENCLOSED WITH SEWN EDGES. 4 0 Q 0 0 cN i= o Scale: No Scale Issue Date: Date 01 Drawn By: EN Reviewed By: KR Sheet: 2 of N 19 FAO 6 L3 , I I 1 I I I • DEMO LEGEND SALVAGE FOR REUSE SHEET NOTES I f INTERIOR OFFICE EXISTING PARTITIONS TO REMAIN COORDINATE WITH BUILDING ENGINEER FOR SALVAGE: I. REFER TO GENERAL NOTES SHEET A0.6 FOR ADDITIONAL II. DEMOLISH BLANK PLATES, OUTLETS, SWITCHES 4 • USE WAGNER RH PROBES. 24 REMOVE EXISTING DOOR, FRAME 4 HARDWARE. SALVAGE FOR ® COORDINATE TIMING OF CORRIDOR DEMOLITION TO RENOVATION _ 1 DEMOLITION PLAN NOTES; ALL NOTES APPLY AS IF PRINTED IN THERMOSTATS AS SHOWN AND ON ALL WALLS SHOWN AS • REFER TO ASTM F2I70-II FOR ADDITIONAL SPECIFICATIONS. POSSIBLE REINSTALLATION. REFER TO Aq.2 FOR ADDITIONAL MAINTAIN FIRE RATING. OPEN CORRIDOR WALL, PARTITION TO BE DEMOLISHED AND REMOVED I. DOORS FULL HERE. DEMOLISHED. ELECTRICIAN TO REMOVE ALL CIRCUITS IN • CALCIUM CHLORIDE TESTING IS NOT ACCEPTABLE. INFORMATION. IMMEDIATELY FRAME AND COVER ENTIRE ALCOVE FRAMING, -a DEMOLISHED OUTLETS BACK TO SOURCE. PATCH, REPAIR AND NOTIFY THE ARCHITECT OF THE TESTING RESULTS A INCLUDING NEW DOOR OPENING, WITH DRYWALL. CUT _ 2. SIDELIGHTS 2. REFER TO SHEET 2A2.0.2 FOR ADDITIONAL CEILING DEMOLITION PREPARE WALLS TO RECEIVE NEW FINISHES, SEE FINISH PLAN OPENING FOR DOOR ONLY WHEN NEW FRAME AND DOOR IF = DOOR, FRAME AND HARDWARE TO BE REMOVED. INFORMATION. 2A2.4 FOR MORE INFORMATION. MINIMUM OF 4 WEEKS PRIOR TO FLOORING INSTALLATION. ® REMOVE PORTION OF EXISTING PARTITION TO ACCOMMODATE \\ III REMOVE ADJACENT SIDELIGHT, IF APPLICABLE 3. FRAMES NEW OPENING. ARE READY TO BE INSTALLED. 3. CONTRACTOR SHALL COMPLY WITH BUILDING RULES 4 12. ALL BLANK OUTLETS ARE TO BE DEMOLISHED. PATCH AND 17. CONTRACTOR TO COORDINATE WITH ALL FLOORING k DEMO DUPLEX OUTLET REMOVE ALL REGULATIONS. FINISH WALL AS NEEDED TO RECEIVE NEW FINISHES. MANUFACTURERS ONCE HUMIDITY TESTING IS COMPLETED TO 26 EXISTING FIRE EXTINGUISHER CABINETS) TO BE DEMOLISHED, ® COORDINATE TIMING OF DEMOLITION TO MAINTAIN FIRE ELECTRICAL WIRING 4. LEVER SETS DETERMINE THE APPROPRIATE SEALANTS. PROCEDURES AND - EXISTING FIRE EXTINGUISHER(5) TO BE DEMOLISHED 4 RATING. KBS DEMO BLANK PLATE AND DATA CABLING 4. MAINTAIN EXITING CLEARANCE 4 FIRE/LIFE SAFETY SYSTEM 13. DEMOLISH AND PATCH ALL SCREWS MOLLY BOLTS, HOOKS INSTALLATION INSTRUCTIONS TO ADDRESS THE EXISTING PH SALVAGED FOR RELOCATION. SEE CONSTRUCTION PLAN 2A2.I. J BACK TO SOURCE. 5. HINGES OPERATION AT ALL TIMES. COAT HANGERS, NAME TAGS, HARDWARE, ETC. AND PATCH LEVELS. SEE FINISH PLAN 2A2.4 FOR MITIGATION OPTIONS AND RECHARGE AS NEEDED. PATCH AND FINISH WALL AS NEEDED 0.0 CUT BACK ALL EXISTING UNUSED WIRES BACK TO SOURCE. I--n DEMO THERMOSTAT HOLES IN EXISTING PARTITIONS TO REMAIN. ADDITIONAL INFORMATION. TO RECEIVE NEW FINISHES. 6. CLOSERS 5. REVIEW ALL SALVAGEABLE MATERIALS WITH BUILDING FEC ENGINEER. STORE MATERIAL TO BE SALVAGED AS DIRECTED. 14. CONTRACTOR TO REMOVE ALL (E) FLOOR ADHESIVE AND 18 EXISTING FINISH TO REMAIN IN ELEVATOR LOBBY, BUILDING 27 EXISTING FIRE EXTINQUISHER(5) 4 CABINET TO REMAIN. Q DEMO FIRE EXTINGUISHER CABINET 7. TELEPHONE 4 ELECTRICAL FLOOR MONUMENTS SALVAGE ONLY MATERIALS IN GOOD CONDITION AND REMOVE PREPARE SLAB TO "LIKE-NEW" CONDITION AS PER FLOORING CORRIDORS, ELECTRICAL ROOM, STAIRS 4 RESTROOM. PROTECT PROTECT AS NEEDED DURING DEMOLITION 4 CONSTRUCTION. 16083 SW UPPER BOONES FERRY RE ALL EXCESS MATERIALS AS NEEDED. MANUFACTURERS' REQUIREMENTS AND INSTALLATION DURING DEMOLITION 4 CONSTRUCTION. CLOD LIMIT OF DEMOLITION S. FIRE EXTINGUISHERS, BRACKETS AND CABINETS Suite 200 b. BASE BID: ALL WORK CONSIDERED DISRUPTIVE, NOISY AND/OR GUIDELINES. SEE FINISH PLAN 2A2.4 FOR MORE INFORMATION. 28 PROTECT ELEVATOR CALL BUTTON(S) AND LANTERNS DURING ODOROUS SHOULD BE PERFORMED AFTER HOURS AND 15. PRIOR TO AND DURING FLOORING WORK: CONTRACTOR TO CFI) DO NOT DEMOLISH EXISTING FINISHES IN AREAS NOT IN SCOPE DEMOLITION AND CONSTRUCTION. REMOVE LANTERNS IF TIGARD, OR 97224 ALOFD LIMIT OF FINISH DEMOLITION q. THERMOSTATS WEEKENDS TO AVOID DISTURBING OCCUPANTS. ALL DEMOLITION INSPECT FOR PRESENCE OF CALCIFICATIONS, BUMPS, OF WORK. NECESSARY. COORDINATE WITH BUILDING FOR STORAGE WORK TO BE PERFORMED AFTER HOURS. DEPRESSIONS, OR OTHER SIGNS OF MOISTURE INFILTRATIONS. INSTRUCTIONS. 10. SERVER RACKS HARDWARE NOTIFY ARCHTECT IMMEDIATELY IF THERE ARE ANY AREAS OF SEE CONSTRUCTION PLAN 2A2.1.I FOR EXTENT OF DEMOLITION. n20 /� ADJACENT TENANT (N.I.C.) 7. BAG WINDOW COVERINGS THROUGHOUT PRIOR TO DEMOLITION. CONCERNS. ALSO SEE DEMOLITION RCP 2A2.0.2 FOR EXTENT OF DEMOLITION 2q DEMOLISH TELEPHONE DATA LINES AND BOXES IN THIS ROOM. II. WINDOW COVERINGS REMOVE BAGS AFTER PAINTING OF PARTITIONS IS COMPLETE. AT CEILING. PULL BACK TO SOURCE. COORDINATE WITH LANDLORD FOR CLEAN AS NECESSARY TO BE FREE OF DUST. REPAIR OR 16. CONDUCT RELATIVE HUMIDITY TESTING OF THE EXISTING FLOOR DISPOSAL INSTRUCTIONS. BUILDING CORE (N.I.C.) 12. MILLWORK HARDWARE AND HANDLES REPLACE ANY DAMAGED WINDOW COVERINGS THROUGHOUT SLAB A MINIMUM OF 4 WEEKS PRIOR TO THE FLOORING L21) REMOVE EXISTING CARPET, V.C.T. BASE U.O.N. CAREFULLY I:3 SUITE. INSTALLATION. PROVIDE THE FOLLOWING RH TESTING: REMOVE ALL BASE ADHESIVE FROM PARTITIONS TO REMAIN. 30 DEMOLISH 4 SALVAGE EXISTING RAC5, EQUIPMENT, PLYWOOD, 8. PROTECT ALL EXISTING SURFACES TO REMAIN DURING PREPARE SURFACES AS REQUIRED TO RECEIVE NEW FINISHES. ETC. COORDINATE WITH LANDLORD FOR DISPOSAL DEMOLITION 4 CONSTRUCTION. • DRILL A CYLINDRICAL HOLE WITH A ROTARY HAMMER-DRILL. INSTRUCTIONS. PATCH 4 REPAIR CONCRETE SLAB TO 'LIKE NEW' PLACE A HOLLOW SLEEVE TO LINE THE HOLE. ® DEMOLISH MILLWORK, SINK 4 ASSOCIATED PLUMBING. CUT BACK CONDITION. q. WIPE DOWN EXISTING SILLS, FRAMES AND GLAZING AS NEEDED • PERFORM (3) HOLES/ TESTS FOR THE FIRST 1,000 SQUARE AS NEEDED AND CAP ALL PLUMBING AS NEEDED, SEE SHEET TO REMOVE EXCESS DIRT; REPAIR/TOUCH-UP AS NEEDED. FEET, AND AT LEAST (I) ADDITIONAL HOLE / TEST FOR 2A2.I. FOR ADDITIONAL INFORMATION. SALVAGE MILLWORK 31REMOVE PORTION OF EXISTING PARTITION TO ACCOMMODATE EACH ADDITIONAL 1,000 SQUARE FEET. HARDWARE FOR POSSIBLE REUSE. NEW DOOR OPENING. SEE SHEET 2A2.I.2 FOR ADDITIONAL 10. PATCH EXISTING AREA WHERE DEMOLITION OCCURS. PATCH • SELECT TEST LOCATIONS TO PROVIDE INFORMATION ABOUT INFORMATION. DEMOLITION SCARS ON EXISTING PARTITIONS, COLUMNS, MOISTURE DISTRIBUTION ACROSS THE ENTIRE FLOOR SLAB, 23 BAG WINDOW COVERINGS PRIOR TO DEMOLITION. REMOVE BAGS b r e r e t o n CEILINGS AND MULLIONS TO REMAIN. PREPARE FOR NEW ESPECIALLY AREAS OF POTENTIAL HIGH MOISTURE. FOR AFTER PAINTING OF PARTITIONS IS COMPLETE. CLEAN AS FINISHES. SLABS ON/BELOW GRADE, INCLUDE A TEST LOCATION WITHIN NECESSARY TO BE FREE OF DUST. 3 FEET OF EACH EXTERIOR WALL. 909 Montgomery St., Suite 260 San Francisco, California 94133 T 415 546 1212 brereton.com Stamp ti4( ASC MICHAEL J. - CASTRO, • San Francisco; f•Pj, Lic.#54; 10/25/2017 11) .4'0F • • Exp: 1 31/ /18 Consultant , . , A/ , I I r i 7/ III g ' A__//r/ wer./10, r , ..............i...........,- 7111A r 1 1/, "di ay) i Avv'4,1/ `II `` __-_�? ---_ill=illIll > 20 LOFD - $„y)/BA %��> \ tz:sJTYP. -73//; -:217-X �`LOQI .-L I zV- ITIP. 20 � LOFD - II IrTIP. 24 `�I 2q I I R .�� H TIP. I i; I ■TIP LOFD `•b kr , 1111 I II I 34 I� JIIssue/Revision: ,g' � �\\ ��1IIProj. No. ,�, ��,• hl,cs7 hl�c�� I ® I No. Date: Description 't \\ L� - - - - `I� „ J L_`l� = TIP. 14 \ ' LOFD 32453.00 ISSUE FOR REVIEW At NIl i --- \ I. A? j II �- ����� ��� N 2gSEPl7 �, �' /J, FEc � fi��L,B; �,L,g; © 040CT00 :ISSUE FOR PERMIT / . 26 _ . 2q "fa ("ffr . 34 ,"="310.41r______ ` , LUQLLJ� LUQ LUQLUQ , 0--- , l® jQ. 6'-0° EQIIIo �;`�;` \ FECI \ II 1"Nqw TYP. LOFD `\ A A �� \ �r F 24 nA - - ---- J L _____ , 3 .1 24 A \ \\ k\\ . 1-:4"x.46\\\�. `� �, I �i 2;-L-4-F__ " ll ll If` \i::_. -- \. --- \ ■ ■ ■F. ■LB�yy = _ II II _ - _ '� ■ I 28 II I I TYP I I11 ■ �i�`LB\ • • • • 26 B� 1. I _ _ 1 - - - � ' J L - - ■ 4� I z-7. DIY 0 41(1i, . TIP. I k - j 1 / II - - $ 1 • � B II II �/ 2q I I -- -1 1 1 `�JIFEC I 2q Copyright Statement: 34 II ��,`i� i 34 All drawings and written material appearing herein - ® _ _ F Ik- _ _ constitute original and unpublished original work of the TYP 26 architect and may not be duplicated,used,or disclosed TIP without prior written consent of the architect. Approval Signature: �4c '337(H, 7hl, hl\v\F 14)\ , ■ Co/Title: Date: II ll Q Demolition B;c4Bi c8; \B, TIP. B' v\137c�i 8i 7,B7;B; cLl�cq� '•c��c�� Plan imumommusimmiiiii iii IIIIIMMIIIIIIIMMII Ill 2nd Floor 3 v d 'LO,PGF o 0 o y otz 0 5 10 15 20 li§, 611111V1.11111111111111111111!I- J Drawn By: EN Reviewed By: KR Scale: f/8.--II-0" Issue Date: Date • P? N Sheet: 3 of 2' 1I I I I I • • DEMO RCP LEGEND I I SALVAGE FOR REUSE SHEET NOTES I I I INTERIOR OFFICE C T CEILING GRID TILES TO REMAIN: EXISTING WALL SCONCE TO REMAIN COORDINATE WITH BUILDING ENGINEER FOR SALVAGE: I. REFER TO GENERAL NOTES SHEET A0.6 FOR ADDITIONAL 9. DEMOLISH SWITCHES 4 THERMOSTATS AS SHOWN ON ALL WALLS RENOVATION DEMOLITION PLAN NOTES; ALL NOTES APPLY AS IF PRINTED IN SHOWN TO AS DEMOLISHED. REMOVE ALL WIRING BACK TO 18 LIMIT OF LIGHT FIXTURE AND CEILING DEMOLITION. -- (E) 2'x4' CEILING GRID 4 TILES TO F® EXISTING MOTION SENSOR TO REMAIN I. 2'x4' LIGHT FIXTURES FULL HERE. SOURCE AS NEEDED. 7 REMAIN (SEE SHEET 2A2.2 RCP FOR ADDITIONAL INFORMATION) I- T EXISTING THERMOSTATE TO REMAIN 2. DOWNLIGHTS AND WALL WASHERS 2. REFER TO REFLECTED CEILING PLAN 2A2.2 FOR MORE 10. INSPECT CEILING FOR DAMAGED CEILING TILES. REMOVE TILE INFORMATION. AND REPLACE WITH NEW TO MATCH EXISTING. DO NOT MIX EXISTING SWITCH TO REMAIN 3. EXIT SIGNS EXISTING/RELOCATED AND NEW CEILING TILES. SEE REFLECTED 3. REVIEW ALL SALVAGEABLE MATERIAL WITH BUILDING ENGINEER. CEILING PLAN 2A2.2 FOR MORE INFORMATION. GRID 4 TILES TO BE DEMOLISHED I-0 EXISTING FIRE STROBES TO REMAIN 4. LIFE SAFETY DEVICES, HORNS, STROBES, AND STORE MATERIAL TO BE SALVAGED AS DIRECTED. REMOVE ALL EXCESS MATERIALS AS NEEDED. SALVAGE ONLY MATERIAL IN EXISTING CEILING 4. LIGHT FIXTURES TO REMAIN IN ELEVATOR SPRINKLERS GOOD CONDITION TO REUSE. LOBBY, BUILDING CORRIDORS, ELECTRICAL ROOM, STAIRS 4 ALOD LIMIT OF DEMOLITION GYP. BD. CEILING TO REMAIN 5. LIGHTING AND ASSOCIATED SWITCHES, MOTION RESTROOM. PROTECT DURING DEMOLITION CONSTRUCTION. SENSORS AND ELECTRICAL 4. BAG WINDOW COVERINGS THROUGHOUT PRIOR TO DEMOLITION. l REMOVE BAGS AFTER PAINTING OF PARTITIONS IS COMPLETE. ® REMOVE 4 SALVAGE 2'x4' LIGHT FIXTURES FOR 6. THERMOSTATES CLEAN AS NECESSARY TO BE FREE OF DUST. REPAIR OR RE—INSTALLATION. PROVIDE NEW TILE AS NEEDED. NEW TILE 16083 SW UPPER BOONES FERRY R[ CLOD LIMIT OF DEMOLITION L x J DEMOLISH SALVAGE 2'x4' FIXTURE REPLACE ANY DAMAGED WINDOW COVERINGS THROUGHOUT TO MATCH EXISTING BUILDING STANDARD, AS NEEDED TO SUITE. ACCOMMODATE NEW WALL OR CONVERSION OF EXISTING WALL. Suite 200 a DEMOLISH 4 SALVAGE DOWNLIGHT 5. INSPECT CEILING FOR STAINED OR WATER—DAMAGED TILES. SEE REFLECTED CEILING PLAN 2A2.2 FOR NEW LOCATION. TIGARD, OR 97224 N"% DEMOLISH SALVAGE MOTION SENSOR REMOVE CHECK FOR LEAKS IN CEILING OR MECHANICAL 13 REMOVE SALVAGE CEILING GRID TILES IN AREA AS SHOWN, //� ADJACENT TENANT (N.I.C.) EQUIPMENT. REPAIR LEAK SOURCE AS NEEDED. REPLACE WITH AS NEEDED TO ACCOMMODATE NEW WALL OR CONVERSION OF NEW TILE TO MATCH EXISTING. DO NOT MIX '�q> DEMOLISH SALVAGE FIRE STROBE EXISTING/RELOCATED AND NEW CEILING TILES, SEE REFLECTED EXISTING WALL. SEE REFLECTED CEILING PLAN 2A2.2 FOR CEILING PLAN 2A2.2 FOR MORE INFORMATION. EXTENT OF DEMOLITION. ��' BUILDING CORE (N.I.C.) v '1 ‘" DEMOLISH 4 SALVAGE EXIT SIGNS 14 REMOVE 4 SALVAGE EXISTING EXIT SIGN FOR REUSE. IF 6. CLEAN OR REPLACE STAINED OR MISSING HVAC EXISTING EXIT SIGNS TO NOT MATCH THE CURRENT BUILDING (E) EXISTING SUPPLY/RETURN GRILLS AS NEEDED. STANDARD PROVIDE NEW EXIST SIGNS. SEE REFLECTED CEILING (R) RELOCATE PLAN 2A2.2 FOR ADDITIONAL INFORMATION. 7. EXISTING CEILING GRID 4 TILES TO REMAIN, U.O.N. _ ® REMOVE 4 SALVAGE EXISTING SECURITY CAMERA AS REQUIRED B. ALL OBSOLETE AND INACTIVE EXPOSED CEILING ITEMS, SUCH BY BUILDING ENGINEER. NOTE: ALL LIGHT FIXTURES, SWITCHES AND CEILING AS MOTION SENSORS, SMOKE DETECTORS, CONDUITS 4 MISC. DEVICES NOT SHOWN IN DASH ARE EXISTING TO REMAIN DEVICES TO BE REMOVED AS REQUIRED FOR NEW LAYOUT. 16 REMOVE 4 SALVAGE EXISTING DOWNLIGHTS AS REQUIRED BY REPLACE CEILING TILES AS NEEDED. COORDINATE WITH BUILDING ENGINEER. BUILDING ENGINEER FOR STORAGE OR DISPOSAL. REFER TO b r e r e t o n REFLECTED CEILING PLAN 2A2.2 FOR NEW CEILING INFORMATION. 0 EXISTING GYP. BOARD TO BE DEMOLISHED AS NEEDED TO ACCOMMODATE NEW LAYOUT. PATCH 4 PREPARE ADJACENT SURFACES AS NEEDED. SEE REFLECTED CEILING PLAN 2A2.2 FOR ADDITIONAL INFORMATION. 909 Montgomery St., Suite 260 San Francisco, California 94133 T 415 546 1212 brereton.com Stamp g' MICHAEL J. CASTRO , • San Francisco, �� Lic.#5464 10/25/2017 ' 'OF Og 0 Exp: 12/11/20118 Consultant I r /Ad I ,1 r7,711! ap n 8 A 1 _i_. IL_ I ' /-4 :., r-� I 1 r I n Il r- - I I i_o i i i i <F i - i i f9 lir- 1 / N-11 \ \ �� I I I I F� I� `\ jr I I I I I 1141tRJ, \ \ III I I 1 r l r 411) I I I ii II 1 1 I 11 ; I I 11 4 I \a • II 1 1 I I I �PI. ii '. II 1 I I! 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I D@ RCP 2nd Floor I I wI 3 - PGF 0 0 0_ 0 5 10 15 20 ti Scale: I/8---II-0" Issue Date: Date Drawn By: EN Reviewed By: KR m Sheet: 4 of N C I I I I I I 2A2 • 0 • 2 SYMBOL LEGEND PARTITION LEGEND SHEET NOTES I I I ( INTERIOR OFFICE X TYPE A: NON-COMBUSTIBLE PARTITION. I. REFER TO GENERAL NOTES SHEET A0.6 FOR ADDITIONAL CONSTRUCTION PLAN NOTES; ALL NOTES APPLY AS IF PRINTED q. REMOVE EXCESS RESIDUE/ADHESIVE WHERE FLOORING AND/OR BASE HAVE BEEN REMOVED. PATCH/REPAIR/PREPARE FOR NEW Iq SEPARATE LINE ITEM A: PROVIDE NEW FULL HEIGHT TENANT DEMISING PARTITION, SEE DETAIL B/Aq.l FOR MORE 26 PROVIDE STUD MOUNTED SHEET METAL BACKING FOR UPPER CABINETS TO BE MOUNTED FOR BREAKROOM, SEE DETAIL 38 FURR OUT THIS SIDE OF COLUMN AS REQUIRED TO ALIGN WITH ADJACENT COLUMN. RENOVATION ROOM NAME I I SEE DETAIL A/Aq.l EN ROOM NUMBER A IN FULL HERE. FINISHES. NOTIFY ARCHITECT IMMEDIATELY IF SLAB IS UNEVEN. INFORMATION. PROVIDE LEVEL 4 FINISH ON TENANT GIVE BACK I/Aq.3 4 ELEVATION 3/Acl.3 FOR COORDINATING HEIGHTS WITH I TYPE B: NON-COMBUSTIBLE ACOUSTICAL ORSEE FINISH PLAN 2A2.4 FOR MORE INFORMATION. SPACE. MILLWORK SUBCONTRACTORS. 39 FURR OUT EXISTING PARTITION AS REQUIRED TO ALIGN WITH f 2. CONTRACTOR SHALL REFER TO BUILDING STANDARDS, RULES NEW FURRED-OUT ADJACENT COLUMN. © HARD SYMBOL: SEE SHEET Aq.2 FOR DOOR AND I (� DEMISING PARTITION. SEE DETAIL B/Aq.i AND REGULATIONS. 10. CONTRACTOR TO PROVIDE LEVEL 4 FINISH FOR ALL EXISTING 20 NOT USED 29 PROVIDE (3) 1/4" COPPER WATERLINE WITH RECESSED BOX 4 HARDWARE SPECIFICATIONS, I �' I AND NEW PARTITIONS. SEE FINISH PLAN 2A2.4 FOR MORE SHUT-OFF VALVE FOR TENANT PROVIDED REFRIGERATORS 4 40 NOT USED. © KEYED SHEET NOTE TYPE D: ONE-HOUR FIRE RATED PARTITION. SEE 3. CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL MEASUREMENTS ON THIS DRAWING NECESSARY FOR THE INFORMATION. COFFEE MAKER, COORDINATE EXACT LOCATION WITH LIBERTY MUTUAL. SEE POWER $ SIGNAL PLAN 2A2.3 FURNITURE 4 41 PROVIDE NEW 2A-IOBC FIRE EXTINGUISHER AND SURFACE D DETAIL D/A '.l COMPLETION OF THE WORK AS SHOWN. CONTRACTOR SHALL Il. ALL PARTITIONS ARE TO BE NON-COMBUSTIBLE; REFERENCE 21D VERIFY (E) PARTITIONS ARE TYPE 'D'. IF NOT CONTINUE TYPE EQUIPMENT PLAN 2A2.5 ELECTRICAL PLUMBING ENGINEERS MOUNTING CLIP. INSTALL FIRE EXTINGUISHER SIGNAGE ABOVE X WALL TYPE INFORM ARCHITECT OF ANY DISCREPANCIES IN THESE PARTITION SCHEDULE ON SHEET Aq.I FOR FIRE RATING. - 'X' GYP. BD., METAL STUDS 4 INSULATION TO UNDERSIDE OF DRAWINGS FOR MORE INFORMATION. EXTINGUISHER, AS NEEDED. TYPE F: NON- COMBUSTIBLE FURRING PARTITION. DIMENSIONS SHOWN PRIOR TO COMMENCEMENT OF WORK. SLAB TO RETAIN ONE-HOUR FIRE-RATING, SIMILAR TO WALL SEE DETAIL F/AGLI 12. PROVIDE MARKING OR IDENTIFICATION AT NEW FIRE RESISTIVE TYPE D, SEE DETAIL D/Aq.I. 30 PROVIDE SHELF 4 HANGER RAIL, SEE DETAIL 16/Aq.3. 42 REINSTALL SALVAGED FIRE EXTINGUISHER AND PROVIDE NEW F 4. ALL CONSTRUCTION MATERIALS SHALL BE OF BUILDING WALL CONSTRUCTION PER CBC 703.7. BUILDING STANDARD SEMI-RECESSED CABINET WITH CLEAR N STANDARD. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOT USED. ANODIZED ALUMINUM FINISH. RECHARGE FIRE EXTINGUISHER AS /� ® 31 PROVIDE ADJUSTABLE SHELVES ON STANDARDS SEE DETAIL N4#/A#.#)>E ELEVATION TAGS REVIEW THE STANDARDS BEFORE CONSTRUCTION TO ENSURE 13. PROVIDE GYPSUM CONTROL JOINTS AT UNBROKEN STRAIGHT 21/Aq 3. NEEDED. INSTALL FIRE EXTINGUISHER SIGNAGE ABOVE 16083 SW UPPER BOONES FERRY R[ BUILDING STANDARDS ARE MAINTAINED. RUNS OF GYPSUM WALL OVER 30'-0" IN LENGTH. CONFIRM ® CENTER NEW PARTITION AT EXISTING WINDOW MULLION, TYP. EXTINGUISHER, AS NEEDED. RETAIN FIRE-RATING OF WALL AS Suite 200 5 JOINT LOCATIONS WITH ARCHITECT PRIOR TO WORK. SEE DETAIL 22/AL.I ® PROVIDE STUD MOUNTED SHEET METAL BACKING FOR INDICATED. TIGARD, OR 97224 5. 13ASE BID: ALL WORK CONSIDERED DISRUPTIVE, NOISY AND/OR ADJUSTABLE SHELVING, SEE DETAIL I/Aq.3 4 ELEVATION ON ODOROUS SHOULD BE PERFORMED AFTER HOURS AND 14. VERIFY IN FIELD IF ANY COLUMNS OR EXISTING WALLS NEED 24 PROVIDE TACTILE SIGNAGE ON ROUTE AS REQUIRED BY CODE. Aq.3 FOR COORDINATING HEIGHTS WITH MILLWORK 43 CENTER FIRE EXTINGUISHER CABINET ON WALL. F-© TACTILE EXIT SIGNAGE EXISTING PARTITION WEEKENDS TO AVOID DISTURBING OCCUPANTS. TO BE FURRED OUT TO ACCOMMODATE NEW POWER/DATA SIGNAGE TO BE ADHESIVE APPLIED TO GLAZING. PROVIDE SUBCONTRACTORS. SHOWN ON POWER 4 SIGNAL PLAN 2A2.3. INCLUDE COST IN BID. BLACK BACKING PANEL TO CONCEAL ADHESIVE ON EXTERIOR 44 FURR OUT WALL AS NEEDED TO ACCOMMODATE NEW POWER. FE FIRE EXTINGUISHER 6. FIRE SEAL ALL PENETRATIONS THROUGH RATED WALLS, GLAZING SIDE. REFER TO DETAIL 26/A9.3 FOR ADDITIONAL ® PROVIDE NEW W.I. CUSTOM GRADE COUNTERTOP WITH IN WALL SEE POWER 4 SIGNAL PLAN 2A2.3 FOR ADDITIONAL FLOORS AND CEILINGS WITH APPROVED FIRE RATED PRODUCTS 15. MAINTAIN EXITING CLEARANCES 4 FIRE/LIFE SAFETY SYSTEM INFORMATION. STEEL SUPPORTS IN PHONE ROOMS [208, 209, 4 240]. REFER INFORMATION. FECFIRE EXTINGUISHER CABINET IN ACCORDANCE WITH THEIR FIRE RATING. PROVIDE FIRE OPERATION AT ALL TIMES. TO ELEVATIONS 15 Ig 4 20/Aq.3 FOR MORE INFORMATION. ErrDAMPERS IN ALL DUCTWORK THAT PENETRATES FIRE RATED 25 PROVIDE 18" MIN. CLEARANCE ON PULL SIDE OF DOOR. f 45 DIMENSION BASED ON DEPTH OF FURNITURE SYSTEM. PARTITIONS AS REQUIRED. 16. VERIFY THAT BLINDS ARE IN GOOD WORKING ORDER AND NOT 34 PROVIDE STUD MOUNTED SHEET METAL BACKING FOR COORDINATE DEPTH WITH FURNITURE VENDOR. DAMAGED. REPAIR/REPLACE WINDOW COVERINGS IF ANY ARE 26 PROVIDE NEW W.I. CUSTOM GRADE UPPER 4 LOWER PLASTIC ACOUSTICAL PANEL ON THIS WALL AS NEEDED. SEE DETAIL - 7. INSPECT FOR HOLES OR OTHER DAMAGE AT ALL CORE WALLS, DAMAGED OR MISSING THROUGHOUT AREA OF WORK. VERIFY LAMINATE CABINETS. PROVIDE NEW ACCESSIBLE SINK, FAUCET I/Aq.3. 46 DOORS INTO ADJACENT SUITE TO BE PROVIDED BY LANDLORD _ 1:11:1) FLOOR SLAB, BASE BUILDING COLUMNS 4 CORRIDOR WALLS TO SCOPE IN FIELD. 4 POINT-OF-USE ELECTRIC WATER HEATER. SEE FINISH PLAN AND NOT PART OF LIBERTY MUTUAL T.I. j REMAIN. REPAIR OR PATCH AS NEEDED TO MAINTAIN RATING. 2A2.4 4 ELEVATION 3/Aq.3 FOR FURTHER INFORMATION. SEE PROVIDE 4'-0" WIDE X 8'-0" HIGH FIRE TREATED PLYWOOD ADJACENT TENANT (N.I.C.) 17. ALTERNATE ITEM #I: PROVIDE BOLTING FOR FILES. BOLT FILES ELECTRICAL ENGINEER'S DRAWINGS FOR SPECIFICATION $ BACKBOARD FROM FLOOR TO CEILING ALONG ENTIRE LENGTH / 8. PATCH/REPAIR WALLS TO PREPARE FOR NEW PAINT WHERE TO EACH OTHER AND TO THE FLOOR/PARTITION FOR SEISMIC ADDITIONAL INFORMATION. OF THESE WALLS. DO NOT PAINT OVER FIRE-RATING STICKERS. DEMOLITION SCARS OCCUR, INCLUDING AREAS WHERE OTHER BRACING. REFER TO FURNITURE PLAN 2A2.5 FOR FILE WALL FINISHES, DECORATIONS, AND/OR OUTLETS/SWITCHES LOCATIONS $ 13, 18 $ 23/Aq.3 FOR BOLTING DETAILS. a PROVIDE 3-5/8" STUDS AS NEEDED FOR PLUMBING AT THIS 36 FURR OUT PARTITION TO ALIGN WITH EXISTING PARTITION, b r e r e t o n BUILDING CORE (N.I.C.) HAVE BEEN REMOVED. LOCATION. 18 NO WORK IN ELEVATOR LOBBY, BUILDING CORRIDORS, STAIRS it 37 FURR OUT COLUMNS WITH GYPSUM BOARD TIGHT TO COLUMN RESTROOMS, U.O.N. PROTECT DURING CONSTRUCTION. AS SHOWN. SEE DETAIL Aq.3 FOR ADDITIONAL INFORMATION. 909 Montgomery St., Suite 260 San Francisco, California 94133 T 415 546 1212 brereton.com Stamp �gMICHAEL J. f CASTRO • San Francisco, •fli : t!>� Lic.#54 - � �-b 1 T-OF 610. Exp: 12 1/2.18 Consultant rf///111, !s 4V _ ----A ' r h ,f A I 0 n _-_ ` -``tel+ ;'►� 1-1.11 °//,,, I 41t--i %� 1 ����� �� ��` FILE I � 45 _ _-�� \ \�_ I i izzl � COPY i i I CONF, t, `�f + �` 217 215 14 b a Ti / 11`► OFFICE _ 23519 `+, �\ MEETING C � � a 5 -II 21b _� NM NM MI Issue/Revision: 7 235 - �� `\ r�=1 ENTRY + r 1 Proj. No. 0 1 i�l;� `� 218 No. Date: Description N l�� * 32453.00 •ISSUE FOR REVIEW co 4.1 rdr* \A/ IIO �2gSEPl7CONF. IrAIIL\ ;1:4*..4174 41 42 32453.00 ISSUE FOR PERMIT 237 // © 040CT17236 0. . /frilir/f//�/y,�/ •. . "51 'fib. HALL :/ CIA IA 61.ZA `: 1CR • •. 236 /Iv/ ALL I2q- .46,- , I 19 III � ��----��-��`��`-- � � • ��\ •-. � .,. 1 'Joy o �---;�� � iBREAKROOM LI �` ���\`�\� , ® 1 4 `�� /� 200A ® COPY/SUPPLY o \Nvz-s-01- � \\�\ 212 T-Ou ":•- ,*. `� \ \ ® �.�. ELEVATOR , 44 , a `� ���\ � , `\ \ \\ 05 - \ ,s • •�`\\\\`�\`` LOBBY o �_ u CO® �_ 16 T--;;;:- .:71:1:74110-14 . ` ``� •\ HALE ��wb-'---- ----- 1 SYMBOL LEGEND PARTITION LEGEND SHEET NOTES I I I INTERIOR OFFICE X I TYPE A: NON-COMBUSTIBLE PARTITION. I. REFER TO GENERAL NOTES SHEET AO.6 FOR ADDITIONAL RENOVATION \ROOM NAME SEE DETAIL A/Aq.l CONSTRUCTION PLAN NOTES; ALL NOTES APPLY AS IF PRINTED ROOM NUMBER A IN FULL HERE. a TYPE B: NON-ICOMBUSTIBLE ACOUSTICAL OR 2. CONTRACTOR SHALL REFER TO BUILDING STANDARDS, RULES 0 DOOR SYMBOL: SEE SHEET Ac1.2 FOR DOOR AND DEMISING PARTITION. SEE DETAIL B/Aq.l AND REGULATIONS. HARDWARE SPECIFICATIONS. 5 3. REFER TO SHEET 2A2.1.I FOR ALL CONSTRUCTION NOTES. U KEYED SHEET NOTE "" TYPE D: ONE-HOUR FIRE RATED PARTITION. SEE D DETAIL D/Ac1.I 4 DOORS INTO ADJACENT SUITE TO BE PROVIDED BY LANDLORD X WALL TYPE AND NOT PART OF LIBERTY MUTUAL T.I. TYPE F: NON- COMBUSTIBLE FURRING PARTITION. F SEE DETAIL F/Ac1.I N W q/ 16083 SW UPPER BOONES FERRY RE vA#.#0>E ELEVATION TAGS \/ Suite 200 s TIGARD, OR 97224 1-TS TACTILE EXIT SIGNAGE EXISTING PARTITION Fe FIRE EXTINGUISHER F� FIRE EXTINGUISHER CABINET I:3 ADJACENT TENANT (N.I.C.) //X/7i '\, BUILDING CORE (N.I.C.) b re reto n 909 Montgomery St., Suite 260 San Francisco, California 94133 T 415 546 1212 brereton.com Stamp <ej"ke uf MICHAEL J CASTRO1 • Francis r, C ti)�, Lic.#54=• 0 10/25/2017 '`ii �OF ' Exp: 12/c 20 Consultant r 0 /////;/v/// / 'y '/ -/r' .- ----;' s„. „t1 --- _: 1 ///0 . . 1 . . fr. . ./.1. . .AgrA. � �� B r B �. ��` , , ta/ � 217 � If� �� J I I 215 I _ 214 iiir B \:::‘,Z.,-,,,os:, � tti• //4: B216 CIr ,, �� � 1 \�.�`.k B Issue/Revision: 235 / \�\ :::::: \� \ i`�1■� • I`,. 218 - B No. Date No. Description 1 �"I'll `� 1 32453.00 ISSUE FOR REVIEW id°° 'Pr �\IIPPr 1O 2gSEPl7 1 .� A � �ir � 32453.00 ISSUE FOR PERMIT B 237 ► - . I •�� I © 7 1 i'i :011 / 040CT1 11 /7/ 11F I 236 I \ ,� - ��`- -- ` 1 ■I ����������`_, •200A Vi \ .' .' • 212IIN fili • 205 ,�;�t'� '� ` 243 244 ��r: qq 241 \�►��, '•� 211 t : • . B ��128/Aq.3 - • !al 204 -� - - -rii- '� \ `` � , F 1 , • 32/Aq.3 !. r 238 I R►:•I r-lrl ._______k___+"&\.6.,-- I_I Vim © ii""ri D - i- I 203 Bp ii _- � p� - - E. 1 • • C I 8 I �� ..-. rT 28/A .3 L I I I SIM. L B L i. _ ,45 40, . . beB B MI 1 I 207 1 - 1: 1 234 "`N 24/Ac1.3 23q F2&Aqs ) 242 245 200 2 /A .3 B © ® 202 I I 1 �� 10 1 210 . .,L.,,,ii •. SIM. 32/Aq.3 ► ., . - - - 08 •� • 201 B B 206 B B • .• B • . Copyright Statement: — — All drawings and written material appearing herein constitute original and unpublished original work of the architect and may not be duplicated,used,or disclosed 233 without prior written consent of the architect. Approval Signature: • • • • • • M=0 ! Co/Title: Date: u \ . . . . Partition Types \ --Ell —� & Door Tags �}- --® __ __ _ 2nd Floor 232 231 230 22q 228 227 - � iN4 s, ,,, ,,, AGF CZ o Li 0 5 10 15 20 Scale: I/8=1'-0° Issue Date: Date Drawn By: EN Reviewed By: KR in Sheet: 6 of a A I 1 ) I I I • • SYMBOL LEGEND I SHEET NOTES I I INTERIOR OFFICE ,. EXISTING 2'x4' CEILING SYSTEM. PROVIDE X'-X" HEIGHT INDICATOR BUBBLE I. REFER TO REFLECTED CEILING DEMOLITION PLAN 2A2.0 FOR 10. SERVICE ALL HEAT PUMPS 4 VAV BOXES TO REMAIN PRIOR TO 23. FOR EMERGENCY LIGHTING SEE ELECTRICAL ENGINEER'S ® PROVIDE EXHAUST FAN IN BREAKROOM [212]. TIE FAN TO LIGHT RENOVATION SUSPENSION AND LATERAL STABILIZATION AS MORE INFORMATION. ALSO REFER TO GENERAL NOTES SHEET REUSE. DRAWINGS. SWITCHES, REFER TO MECHANICAL ENGINEER'S DRAWINGS FOR L REQUIRED PER ASTM STANDARDS C635 $ C636. FT FULL TILE A0.6 FOR ADDITIONAL REFLECTED CEILING PLAN NOTES; ALL ADDITIONAL INFORMATION. 3 NOTES APPLY AS IF PRINTED IN FULL HERE. II. ALL HEATING, VENTILATION AND AIR CONDITIONING CONTROLS 24. CONTRACTOR TO VERIFY HEIGHT AND LOCATION OF LOWEST 0. I- T THERMOSTAT MUST BE BUILDING STANDARD, U.O.N. POINT OF DUCTWORK AND/OR OTHER ABOVE CEILING ELEMENTS 36 PROVIDE EXHAUST FAN IN CONFERENCE ROOM [236]. FAN 2. THIS PLAN 15 PROVIDED TO 5HOW LOCATION OF ALL PRIMARY TO AVOID CONFLICT WITH LIGHT FIXTURE INSTALLATION. SWITCH TO BE SEPARATE FROM LIGHT SWITCHES, REFER TO I-<> FIRE STROBE CEILING FIXTURES AND ARCHITECTURAL ELEMENTS ONLY. FOR 12. REUSE EXISTING THERMOSTATS IF POSSIBLE. THE FINAL MECHANICAL ENGINEER'S DRAWINGS FOR MORE INFORMATION. RELOCATED BUILDING STANDARD 2'x4' CEILING DETAILED ELECTRICAL AND MECHANICAL REQUIREMENTS, SEE LOCATION OF THERMOSTATS SHOULD BE CLEAR OF ALL ® THE MECHANICAL ENGINEER SHALL BE RESPONSIBLE FOR ALL SYSTEM, U.O.N. DO NOT MIX OLD AND NEW CEILING 401, ® CEILING-MOUNTED EXIT SIGNAGE ENGINEERS' DRAWINGS. IN THE EVENT OF A CONFLICT FURNITURE AND FURNITURE SYSTEM PANELS $ SHOULD BE HEATING, VENTILATING 4 AIR CONDITIONING MODIFICATIONS a PROVIDE RING 4 STRING FOR (4) PUSH BUTTOM ACTIVATED TILE. PROVIDE SUSPENSION AND LATERAL ARCHITECTURAL DRAWINGS SHALL DETERMINE LIGHT LOCATION, COORDINATED WITH BUILDING ENGINEER AND ARCHITECT. REFER WHICH ARE NECESSARY TO ACCOMMODATE NEW LAYOUT AND PANIC STROBE LIGHT. LIGHT TO BE PROVIDED BY LIBERTY STABILIZATION AS REQUIRED PER ASTM STANDARDS (E) EXISTING ENGINEERS' DRAWINGS SHALL DETERMINE SWITCHES. TO SHEET 2A2.5 FOR FURNITURE LAY-OUT. THE SEPARATION OF THE LIBERTY MUTUAL SUITE AND THE MUTUAL'S SECURITY VENDOR. SEE ALSO POWER SIGNAL PLAN C635 C636. SEE SHEET Ag.2 FOR MORE GIVE-BACK SPACE. WORK SHALL INCLUDE RELOCATION OF 2A2.3 FOR PUSH-BUTTON LOCATION. INFORMATION. 3. NO EQUIPMENT OVER 400 POUNDS SHALL BE MOUNTED ON 13. PROVIDE NEW MOTION SENSOR LIGHT SWITCHES AND LIGHT SUPPLY DUCTING, THERMOSTATS, DIFFUSERS, ETC. NECESSARY (N) NEW ROOF, CEILING OR FLOOR STRUCTURE. NO FIXTURES WITH SWITCHES THROUGHOUT, U.O.N. TO PROVIDE UNIFORM TEMPERATURE, VENTILATION 4 HUMIDITY 38 CENTER CEILING TILE IN ROOM AS SHOWN. CEILING GRID: WEIGHT MORE THAN 20 lbs WILL BE SUSPENDED FROM ROOF/ CONDITIONS IN ALL AREAS. REMOVE TIES BETWEEN SUITES. (R) RELOCATED CEILING/ WALL STRUCTURE, (TYP.) 14. ALL ELECTRICAL WORK TO BE COMPLIANT WITH BUILDING 3q ALIGN RELOCATED TILE AND GRID WITH EXISTING. 16083 SW UPPER BOONES FERRY RE MANUFACTURER: BUILDING STANDARD E: 2'x4' STANDARDS AND GOVERNING CODES. REFER TO POWER $ 26 THE ELECTRICAL ENGINEER 15 RESPONSIBLE FOR CIRCUITING, Suite 200 SIZ4. MAINTAIN EXITING CLEARANCE it FIRE/LIFE SAFETY SYSTEM SIGNAL PLAN FOR MORE INFORMATION. SWITCHING, LIGHTING ENERGY CALCULATIONS $ EXIT SIGNS 40 CONTRACTOR TO COORDINATE WITH LANDLORD TO TIE GRID TIGARD, OR 97224 COLOR: OFF WHITE (U.O.N.) NOTE: OPERATION AT ALL TIMES. MODIFICATIONS OR ADDITIONS WHICH ARE NECESSARY TO AND TILES TO ADJACENT EXISTING TILE 4 GRID. I. FIXTURES WITHOUT ANY NOTATION SHALL BE CONSIDERED 15. THE ELECTRICAL ENGINEER IS RESPONSIBLE FOR CIRCUITING, ACCOMMODATE NEW LAYOUT AND THE SEPARATION OF THE CEILING TILE: EXISTING 5. THE DESIGN-BUILD FIRE PROTECTION CONTRACTOR 15 SWITCHING, LIGHTING ENERGY CALCULATIONS 4 EXIT SIGNS. LIBERTY MUTUAL SUITE AND THE GIVE-BACK SPACE. REMOVE 41 PROVIDE NEW CEILING TILE AND GRID IN THIS ROOM TO MATCH MANUFACTURER: BUILDING STANDARD RESPONSIBLE FOR ALL WORK RELATED TO THE DESIGN, ARCHITECT DRAWINGS IDENTIFY TYPES OF FIXTURES AND ALL ELECTRICAL TIES BETWEEN SUITES. ARCHITECT DRAWINGS EXISTING. DO NOT MIX OLD AND NEW TILE. SERIES: BUILDING STANDARD 2. ALL LIGHT FIXTURES TO BE BUILDING STANDARD, U.O.N., ENGINEERING AND CONSTRUCTION OF FIRE PROTECTION DESIRED LOCATIONS. IDENTIFY TYPES OF FIXTURES AND DESIRED LOCATIONS. SIZE: 2'x4' REFER TO ELECTRICAL ENGINEER'S DRAWINGS 4 BUILDING SYSTEMS INCLUDING, BUT NOT LIMITED TO, FIRE SPRINKLERS, 42 EXISTING STRUCTURAL BEAM TO REMAIN. COLOR: OFF WHITE (U.O.N.) STANDARDS FOR SPECIFICATIONS SMOKE DETECTORS, FIRE EXTINGUISHERS $ CABINETS, ETC. I . ALL LIGHT SWITCHES, LIGHT FIXTURES, EXIT SIGNS, SMOKE THE CONTRACTOR SHALL TIE INTO EXISTING LIFE SAFETY DETECTORS, THERMOSTAT TO BE BUILDING STANDARD, U.O.N. q.-0 NO WORK IN ELEVATOR LOBBY, BUILDING CORRIDORS, STAIRS 4 43 PROVIDE SEPARATE DIMMING SWITCH FOR DIMMABLE SYSTEMS WHERE APPLICABLE AND PROVIDE ALL DEVICES AS RESTROOMS, U.O.N. PROTECT DURING CONSTRUCTION. DOWNLIGHTS AT CONFERENCE [237]. CENTER LIGHT FIXTURES IN EXISTING DRYWALL CEILING OR SOFFIT. REQUIRED BY CODE. 17. ALL NEW AND RELOCATED EXIT SIGNS, DOWNLIGHTS AND MISC. TILE. SEE ELECTRICAL ENGINEER'S DRAWINGS FOR ADDITIONAL CEILING DEVICES TO BE LOCATED AT THE CENTER OF EACH 28 PROVIDE NEW OPEN OFFICE/MASTER SWITCHING. SEE PLAN FOR INFORMATION. - b. THE MECHANICAL ENGINEER SHALL BE RESPONSIBLE FOR ALL CEILING TILE, U.O.N. (3) LOCATIONS. b HEATING, VENTILATING 4 AIR CONDITIONING MODIFICATIONS _ 44 PROVIDE NEW DOWNLIGHTS. CENTER ON TILE. ADJACENT TENANT (N.I.C.) WHICH ARE NECESSARY TO ACCOMMODATE ALL NEW WALL 18. RE-SWITCH RELOCATED LIGHTS TO CORRESPOND WITH NEW 2g RELOCATE EXISTING SALVAGED 2'x4' LIGHT FIXTURE AS SHOWN. /, CONSTRUCTION, SEE MECHANICAL DRAWINGS. WORK SHALL LIGHTING LAYOUT. SUGGESTED LOCATION OF NEW SWITCHES 45 MAINTAIN EXISTING CLEARANCES 4 LIFE SAFETY SYSTEM INCLUDE RELOCATION OF SUPPLY DUCTING, THERMOSTATS, ARE SHOWN. ALL NEW SWITCHES TO BE BUILDING STANDARD $ 30 FOR EXIT SIGNS OVER DOORS, CENTER EXIT SIGN ON CENTER OPERATIONS AT ALL TIMES. DIFFUSERS, ETC. NECESSARY TO PROVIDE UNIFORM TO COMPLY WITH LOCAL CODES. PROVIDE SEPARATE 3-WAY OF DOOR, TYP. b r e r e t o n \ BUILDING CORE (N.I.C.) TEMPERATURE, VENTILATION it HUMIDITY CONDITIONS IN ALL SWITCHING FOR PERIMETER WITH DAYLIGHTING WITHIN 15 FEET 46 CENTER EXIT SIGN IN TILE. \\�\ AREAS. OF WINDOWS 4 AT ALL OPEN AREAS. ALL NEW SWITCHES TO BE 31 PROVIDE DUAL SWITCHING WITH (2) ZONES AT CONFERENCE BUILDING STANDARD 4 TO COMPLY WITH LOCAL CODES. ROOM [237]. SEE ELECTRICAL ENGINEER'S DRAWINGS FOR BUILDING STANDARD 2'x4' RECESSED LIGHT FIXTURE ADDITIONAL INFORMATION. 7. RECONFIGURE MECHANICAL DISTRIBUTION PER MECHANICAL 19. CLEAN AND RE-LAMP LIGHT FIXTURES AS NEEDED. ENGINEER'S DRAWINGS. BALANCE SUITE AFTER COMPLETION, ® PROVIDE DUAL SWITCHING WITH (2) ZONES AT BREAKROOM 909 Montgomery St., Suite 260 0 RECESSED DOWN LIGHT SEE BUILDING ENGINEER FOR SPECIAL CONSIDERATIONS. 20. PROVIDE NEW EXIT SIGNS AS REQUIRED. MATCH EXISTING [212]. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR San Francisco, California 94133 PROVIDE ALL LABOR AND MATERIALS AS NEEDED FOR A BUILDING STANDARD. SUGGESTED LOCATIONS ARE SHOWN. ADDITIONAL INFORMATION. T 415 546 1212 brereton.com COMPLETE 4 OPERABLE HVAC SYSTEM PER NEW LAYOUT. i SINGLE SWITCH 21. MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS ® OPEN OFFICE WHITE NOISE AND WIRELESS SYSTEM PROVIDED 8. PROVIDE SOUND BOOTS AT ALL RETURN AIR WITHIN 10'-0" OF THAN I FOOT CANDLE AT WALKING SURFACE LEVEL; EMERGENCY BY LIBERTY MUTUAL VENDOR. COORDINATE POWER, PANELS Stamp It) DOUBLE SWITCH NEW AND EXISTING DEMISING PARTITIONS. DESIGN SHALL POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT AND CONDUIT REQUIREMENTS WITH VENDOR PRIOR TO ALLOW PROPER RETURN AIR FLOW. LESS THAN q0 MINUTES; EMERGENCY LIGHTING FACILITIES COMMENCEMENT OF WORK. REFER TO ELECTRICAL ENGINEER'S TRANSFER FAN SWITCH SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT DRAWINGS FOR ADDITIONAL INFORMATION. ►�- 4kC� q. ADJUST AIR BALANCE THROUGHOUT SUITE AS NEEDED IS AT LEAST AN AVERAGE OF I FOOT CANDLE AND A MINIMUM � D f K WALL-MOUNTED MOTION SENSOR FOLLOWING DEMOLITION AND CONSTRUCTION OF PARTITIONS. AT ANY POINT OF 0.1 FOOT CANDLE. 34 PROVIDE 24/7 COOLING EQUIPMENT AS NEEDED TO MAINTAIN �, MICHAEL J RELOCATE SUPPLY AND RETURN AIR GRILLES OR PROVIDE NEW 70.F TEMPERATURE $ EMON-DMON METER IN TELCOM ROOM. GASTRO AS NECESSARY. CLEAN OR REPLACE STAINED OR MISSING HVAC 22. ALL EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED WITH AN SEE MECHANICAL ENGINEER'S DRAWINGS FOR MORE SUPPLY/RETURN GRILLS. INTENSITY OF NOT LESS THAN 5 FOOTCANDLES. INFORMATION. • San Francis , z A • (PLic.# O'' 10/25/2017 11�0 • Exp: 1i2/3.i1/2 6 ,,:* LIGHTING LAYOUT IS FOR DESIGN INTENT ONLY. SEE ENGINEERS' DRAWINGS FOR LIFE SAFETY - DEVICE LAYOUT AND LIGHTING & MECHANICAL TITLE 24 CALCULATIONS. Consultant , - 1 r 1 O N N -,_, • A/0/////1 7, ifl°I 1 I.1 I°° ,70//io,/////////rf/r r/r7/7F___ _ /7://y//> /°/Pr/ / o �lm/11�1 111111111029• \\ .. , //1 iii -.I 1 ;Ji �� ; �� ; 214 Issue/Revision: ...H 11, 4. ill EQ.'A' , 0 � �`:� 1. 1`� a it 3q No. Date No. Description \\ \w ICU ! i! �� a 46 • - - 32453.00 ISSUE FOR REVIEW li, ►. 2g5EPI7 I.1 ' \ \ ® 4g • � �� 1 � \ \ � � �� 'Lk Nal li�� 32453.00 ISS / •\\ 1!.�, Li:11.1411.):2ci UE FOR PERMIT „„.. / \.,.� / •,,,,,,,,_. api, 237 ° // 7ii 1 / � A4 Ai/7ZA/A/ 6 TYP . �P reA Amp 4,-, • . 1 I M �� II NM�� r � � 41 1 T�1 �" 1 1 �3�0 • 'I/. fi� �� \ 1 ��� �` \ R OOA �m� ,�■ \ _ 11_ ,1.1 If►� m w' Ill o 2�1 ).1 0 ♦ \ . All q..m14, • •11 p• �1 �� _ '� t3 vat'. 241 \� i • . ��`� A gal ll 1244 \ ,_ \ `u,,P : . 299 r11111 I rYP �O, ,'MS pici 203 11111 41 IIII III 1111 TYP : co 1 11111111•16 noNE L. ■�� . .A• ... _ . .. • im, i_L\ GO III . • Asoll Eng! - - . • �.M ■ ` r ,a 242 ■ MIL 111161111* IlihII* 1iIihIiNm 234 m (N) q '�1 I.e ,,, ( , �� ) illgilliiihanimMum 1 lisillt° 1 mil m��SIM NM 11. M : �.��N) : II!! 2q ■.._..car . - NEM I 1111 Ii1_IH �1 B� - - _ Copyright Statement: � �/ ► q' q' i �� 201 c'N IF� tip'ITILagoN - All drawings and written material appearing herein YPiCALconstitute original and unpublished original work of the T RODUHOUTI El architect and may not be duplicated,used,or disclosed 3g without prior written consent of the architect. 1iiuiiiiuiiiiui:iii____ 111 I t \ RI ,i t Approval Signature: Ifill 1 11....111M1...„.......... Ai 1 11 Ill 1 Mi IN ).:\. ,..1 IN inisi di 11 _ , h. 233 Co/Title: Date: MP 1 Reflected Ceiling �1111111111111111111111111 1111E11111111111II � ,-.-�-� � IN 1:111:111111111 11111 1 II 11.1 Plan \1 �, I■ mulliiBIIN_ ! It■I! III■�IIIIN MINIM II II 11 111 01111111111111•0_\ I - -- I 22b 11 2,�' - II219!' ' hhI' j"■■■■�■■■■■■■■■■ _� ,_■ _ IIIMIII ■■i■' 2nd Floor -, __. 6 232 231 • 230 229 228 227 224 223 • 222 221 220 i ,311 CM o 0 5 10 15 20 '.- Scale: 1/8=I'-0" Date: Date Drawn By: EN Reviewed By: KRm N Sheet: 7 of I I I l I L 2A2 . 2 SYMBOL LEGEND SHEET NOTES 1 I I I OUTLET DATA LEGEND _ / INTERIOR OFFICE 10 DUPLEX POWER OUTLET I. REFER TO GENERAL NOTES SHEET A0.6 FOR ADDITIONAL POWER 17. LIBERTY MUTUAL FURNITURE CONSISTS OF HERMAN MILLER 8 23. VERIFY SLAB TYPE WITH BUILDING MANGEMENT/ENGINEER. IF 35 PROVIDE 4" CONDUIT FROM TELCOM ROOM TO BUILDING INFORMATION. NO. DESCRIPTION REMARKS RENOVATION 4 SIGNAL PLAN NOTES; ALL NOTES APPLY AS IF PRINTED IN WIRE, 4 CIRCUIT FURNITURE. REQUIRED, X-RAY SLAB PRIOR TO ALL FLOOR CORING. DEMARCATION ROOM. COORDINATE WITH BUILDING MANAGER 10 FOURPLEX POWER OUTLET FULL HERE. AND CABLING VENDOR FOR EXACT CONDUIT SIZE AND LOCATION. a. 8 WIRE: 24. SEE MEP ENGINEER'S DRAWINGS FOR ELECTRICAL CIRCUITING SEE ENGINEERS' DRAWINGS FOR ADDITIONAL INFORMATION. O FIRE RETARDANT PLYWOOD - FLOOR IODED DEDICATED DUPLEX POWER OUTLET 2. THIS DRAWING IS PROVIDED FOR PLACEMENT OF ELECTRICAL PROVIDE THREE 20 AMP CIRCUITS FOR UP TO EIGHT PLAN, LIGHTING PLAN 14/SCHEDULE 4 HVAC ZONING PLAN. TO CEILING ONLY. FOR POWER REQUIREMENT AND CIRCUITING, SEE WORKSTATIONS. THESE CIRCUITS WILL SUPPORT 15 AMP a COORDINATE QUANTITY SIZE LOCATION MOUNTING HEIGHT AND HI COMBINATION TELEPHONE/DATA OUTLET ELECTRICAL ENGINEER'S DRAWINGS. PRIOR TO COMMENCEMENT RECEPTACLES [A, B, C] FOR EACH WORKSTATION. ALSO 25. ELECTRICAL ENGINEER TO CONFIRM IF THERE 15 SUFFICIENT ELECTRICAL REQUIREMENTS OF SECURITY VENDOR'S PANELS © #6 GROUND BAR W/ (18) 3/8" LUG CAPACITY OF WORK, COORDINATE WITH LIBERTY MUTUAL 4 ARCHITECT PROVIDE DEDICATED FOURTH CIRCUIT ID] ON SPINE TO POWER PANEL SPACE FOR MODIFICATIONS SHOWN. IF NOT, NOTIFY WITH LIBERTY MUTUAL AND SECURITY VENDOR PRIOR TO HO ELECTRIFIED FURNITURE BASE FEED FOR FINAL LAYOUT. SIT-TO-STAND TABLES. ARCHITECT OF HOW MANY ADDITIONAL CIRCUITS ARE NEEDED. COMMENCEMENT OF WORK. PROVIDE JUNCTION BOXES POWER (-3)CONTRACTOR TO PROVIDE COST TO INSTALL ADDITIONAL AND TEL/DATA OUTLETS AS NEEDED. SEE ENGINEERS 4 POST DATA RACK N.I.C. �D DATA/COM FURNITURE BASE FEED 3. COORDINATE ELECTRICAL SUCH THAT CIRCUITS ARE NOT EACH WS36 AND W48 WORKSTATION CONSISTS OF (3) GENERAL PANEL PRIOR TO PROCEEDING. DRAWINGS FOR ADDITIONAL INFORMATION. SHARED OVER DEMISING OR CORRIDOR PARTITIONS. IS AMP DUPLEX RECEPTACLES AND (I) DEDICATED FOURTH *BF COMBINATION POWER/DATA/COM FURNITURE FLOOR CIRCUIT: 26 NO WORK IN ELEVATOR LOBBY, BUILDING CORRIDORS, STAIRS $ Q DEDICATED 20A 5-15/20R QUAD (TOTAL OF 2) BASE FEED 4. FOR ALL FLOOR/WALL/CEILING PENETRATIONS: CONTRACTOR TO RESTROOMS, U.O.N. PROTECT DURING CONSTRUCTION. a OPEN OFFICE WHITE NOISE AND WIRELESS SYSTEM PROVIDED MAINTAIN RATING AS REQUIRED BY BUILDING TYPE. (I) A CIRCUIT - GENERAL BY LIBERTY MUTUAL VENDOR. COORDINATE POWER, PANELS COMBINATION POWER/DATA/COM FLOOR OUTLET (I) B CIRCUIT - GENERAL 27 PROVIDE DEDICATED OUTLET FOR POINT-OF-USE ELECTRIC AND CONDUIT REQUIREMENTS WITH VENDOR PRIOR TO 0 L14-30R DUAL FOR 6K UPS 16083 SW UPPER BOONES FERRY RE 13 5. OUTLETS SHOWN FOR REFERENCE ONLY. COORDINATE WITH (I) C CIRCUIT - GENERAL WATER HEATER 4 COFFEE MAKER. SEE ELECTRICAL ENGINEER'S COMMENCEMENT OF WORK. REFER TO ELECTRICAL ENGINEER'S ® COMBINATION POWER/DATA/COM/AV FLOOR OUTLET ENGINEERS FOR ELECTRICAL SPECIFICATIONS AND (I) D CIRCUIT - DEDICATED DRAWINGS FOR ADDITIONAL INFORMATION. DRAWINGS FOR ADDITIONAL INFORMATION. Suite 200 SUB-CONTRACTOR FOR PRICING. 0 L5-30R DUAL FOR 3K UPS TIGARD, OR 97224 HERMAN MILLER 8 WIRE ELECTRICAL SYSTEM CONSISTS OF: 28 PROVIDE (I) NEW NUTONE BK1IONBWH DOOR CHIME SYSTEM. 38 PROVIDE WIREMOLD 4FFATCGY FURNITURE FEED FLOOR BOXES. I-CR CARD READER (N.I.C.), COORDINATE REQUIREMENTS 6. U.O.N. PROVIDE NEW WHITE BUILDING STANDARD COVER PLATE INSTALL DOORBELL BUTTON AT +48" AT DOOR #200, SEE SEE ELECTRICAL ENGINEER'S DRAWINGS FOR MORE O L6-20R DUAL FOR 4507 SWITCH (TOTAL OF 2) WITH TENANTS SECURITY VENDOR AT ALL NEW AND EXISTING OUTLETS. ONCE CABLING VENDOR NI NEUTRAL SHARED WITH HI, H2 AND H3 (#I0 ANG) ELEVATION 10 ON SHEET Aq.3 FOR EXACT LOCATION. INSTALL INFORMATION. HAS COMPLETED ALL WORK, CONTRACTOR TO WALK THE SPACE N2 NEUTRAL SHARED WITH H4 (#I0 AWG) CHIME AT +80" A.F.F. IN HALL [245]. FDR DOOR RELEASE BUTTON, WALL MOUNTED AND PROVIDE BLANK PLATES FOR ALL UNUSED OUTLETS. _ 39 PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR TO GI GROUND SHARED WITH HI, H2 AND H3 (#12 AWG) 29 PROVIDE RING 4 STRING IN CONDUIT FROM DOOR HARDWARE AT COORDINATE WITH LIBERTY MUTUAL VENDOR TO DETERMINE 1-DB DOOR BUZZER 7. CENTER OUTLETS ON WALL, U.D.N. G2 GROUND SHARED WITH H4 (#12 AWG) DOOR #200 TO INSIDE OF ENTRY DOOR FOR DOOR RELEASE ALL NECESSARY REQUIREMENTS FOR POWER, DATA AND A/V I->x DOOR CHIME 8. REUSE/CONVERT EXISTING OUTLETS AND BASEFEEDS WHERE BUTTON BY LIBERTY MUTUAL'S SECURITY VENDOR. COORDINATE CONNECTIONS IN CONFERENCE [237]. HI HOT TO BE USED FOR PHASE A (#I2 AWG) REQUIREMENTS WITH SECURITY VENDOR AND LOCATION WITH - POSSIBLE. H2 HOT TO BE USED FOR PHASE B (#I2 AWG) LIBERTY MUTUAL. 40 PROVIDE WIREMOLD RC4ATCGY TELDATA / POWER FLOOR - FISBI SECURITY BUTTON (N.I.C.), WALL MOUNTED H3 HOT TO BE USED FOR PHASE C (#I2 AWG) OUTLET. SEE ELECTRICAL ENGINEER'S DRAWINGS FOR MORE q. SEE FURNITURE PLAN 2A2.5 FOR EQUIPMENT SCHEDULE. H4 HOT TO BE USED FOR DEDICATED CIRCUIT 30 PROVIDE RING 4 STRING IN CONDUIT FROM INSIDE ENTRY DOOR INFORMATION. NOTE: 1:3 TO SECURITY PANEL IN TELCOM ROOM [204] FOR LIBERTY I-PB PANIC BUTTON TIED TO WARNING LIGHT IN OPEN ID. PROVIDE GFI OUTLETS WITHIN 8'-0" OF PLUMBING LINES. , , I. ALL OUTLETS TO BE DEDICATED. OFFICE (N.I.C.), WALL MOUNTED CONVERT EXISTING OUTLETS TO GFI IF NEEDED. SEE TYPICAL OUTLET LAYOUT 34/-. MUTUALS SECURITY VENDORS PANIC BUTTON. COORDINATE 41 NOTE NOT USED. 2. MAINTAIN 3'-0" MINIMUM CLEARANCE BETWEEN DATA RACKS REQUIREMENTS WITH SECURITY VENDOR AND LOCATION WITH AND PARTITIONS. (E) EXISTING 11. ALL OUTLETS LOCATED ABOVE COUNTERS OR CABINETS TO BE 18. ELECTRICAL CONTRACTOR SHALL CONNECT WHIP FROM LIBERTY MUTUAL. 42 PROVIDE AV WALL OUTLET AND I-I/2" CONDUIT CONNECTION TO b r e r e t o n MOUNTED HORIZONTALLY. MODULAR FURNITURE TO FLOOR POKE-THRU OR JUNCTION BOX OR WALL JUNCTION BOX AS INDICATED ON THE ELECTRICAL PROVIDE RING $ STRING IN CONDUIT FROM INSIDE ENTRY DOOR FLOOR CORE. COORDINATE WITH AV VENDOR REGARDING NOTE: DEVICES WITHOUT ANY NOTATION SHALL BE , ® CONNECTION REQUIREMENTS AT FLOOR CORE 4 OUTLET. SEE CONSIDERED NEW 12. PROVIDE HARDWIRE CONNECTION TO ALL WORKSTATIONS. DRAWINGS. ELECTRICAL CONTRACTOR SHALL CAP H4, N2 AND TO WARNING LIGHT(S) IN OPEN OFFICE CEILING, PANIC BUTTON ELECTRICAL ENGINEER'S DRAWINGS FOR MORE INFORMATION. G2' IN JUNCTION BOX FOR POSSIBLE FUTURE USE WHERE ONLY AND WARNING LIGHT(5) BY SECURITY VENDOR. COORDINATE 4 THREE HOMERUNS ARE INDICATED TO MODULAR FURNITURE. WITH SECURITY VENDOR AND LIBERTY MUTUAL FOR 0 13. DATA/COM BY SEPARATE VENDOR. COORDINATE WITH VENDOR. 909 Montgomery St., Suite 260 ADJACENT TENANT N.I.C. PROVIDE SPLIT RACEWAY AT ALL DATA/COM. PARTITION OR ADDITIONAL REQUIREMENTS AND LOCATION 5) OF WARNING 43 PROVIDE (I) SET FURNITURE BASE FEEDS AT THIS LOCATION. (N.I.C.) Iq. STAGGER OUTLETS SO THAT OUTLET BOXES ON OPPOSITE LIGHT(S). CONTRACTOR TO ENSURE EACH SET DOES NOT EXCEED THE 8 San Francisco, California 94133 COLUMN LOCATIONS. SIDES OF A SHARED WALL ARE 6" APART ON CENTER. TYPICAL WIRE OUTLET LOCATION. SEE ELECTRICAL ENGINEER'S DRAWING 41 T 415 546 1212 brereton.com 14. COORDINATE DATA/COM CONDUIT SIZE WITH TENANT'S CABLING AT SHARED OFFICE WALLS. Q PROVIDE NEW J-BOXES, CONDUITS 4 ELECTRONIC HARDWARE, FOR ADDITIONAL INFORMATION. / _ (E) \ BUILDING CORE (N.I.C.) VENDOR AND INSTALL APPROPRIATE SIZE. INCLUDING ELECTRONIC HINGE FOR TENANT PROVIDED ID I Stamp 20. ELECTRICIAN TO DISCONNECT ALL ELECTRIFIED FURNITURE CARDREADER. COORDINATE WITH LIBERTY MUTUAL'S SECURITY 44 PROVIDE (2) SETS FURNITURE BASE FEEDS AT THIS LOCATION I 15. GENERAL CONTRACTOR TO PROVIDE RING 4 STRING FOR WHIPS FROM TENANT'S EXISTING OFFICE. COORDINATE EXACT VENDOR FOR SPECIFICATIONS, VOLTAGE REQUIREMENTS AND STACKED VERTICALLY. CONTRACTOR TO ENSURE EACH SET CABLING J-BOXES AS NEEDED. SCOPE OF WORK 4 SCHEDULE WITH TENANT 4 ARCHITECT. ADDITIONAL INFORMATION. ALSO REFER TO DETAIL 35/- AND DOES NOT EXCEED THE 8 WIRE OUTLET LOCATION. SEE • ELECTRICAL ENGINEER'S DRAWINGS FOR ADDITIONAL ELECTRICAL ENGINEER'S DRAWING FOR ADDITIONAL 4 1 (7) ��A�C� I . CABLING VENDOR TO COORDINATE WITH LIBERTY MUTUAL ON EXISTING OFFICE ADDRESS: INFORMATION. INFORMATION. �� � CABLING REQUIREMENTS $ SCOPE OF WORK. 16505 SW 72ND AVENUE MICHAE J. PORTLAND, OR 97224 ® COORDINATE WITH LIBERTY MUTUAL'S SECURITY VENDOR AND 45 PROVIDE (3) SEPARATE CONDUIT STUB-UPS TO BE USED WITH 2 - CAST-ft. CONTACT: ASA ON T T DEBRA LT HARDWARE SUBCONTRACTOR TO BE ON SITE DURING KEYING DRUM BASE CONFERENCE TABLE. SEPARATE CONDUIT FOR EACH0 • San Fran.i.co CA • (857) 224-6117 AND INSTALLATION OF CARD READERS TO ENSURE CARD ELECTRICAL, LOW VOLTAGE AND AV TO BE USED FROM RUN ��, Lic.# .- 0 debra.salton@ljbertymutual.com READERS FUNCTION PROPERLY. FROM THIS WALL TO CONFERENCE TABLE ONLY. MIS-USE BY Q10/25/2017 �Y�'O`_. �� 21. CONTRACTOR TO SCHEDULE THAT ELECTRICIAN TO BE ON-SITE OTHER TRADES WILL BE CORRECTED AT THIS CONTRACTOR'S - - M I NM r, AT TIME OF FURNITURE INSTALLATION. COORDINATE EXACT 34 SEE ENLARGED PLAN 2/- FOR TELCOM ROOM LAYOUT. PRIOR EXPENSE. SCOPE OF WORK 4 SCHEDULE WITH TENANT 4 ARCHITECT. TO COMMENCEMENT OF WORK, COORDINATE WITH LIBERTY Exp: 2s 31/ 18 MUTUAL 4 ARCHITECT FOR FINAL LAYOUT. SEE ELECTRICAL 46 PROVIDE AV WALL OUTLET AND 1.5" CONDUIT CONNECTION TO 22. CONTRACTOR TO SCHEDULE THAT ELECTRICIAN TO BE ON CALL ENGINEER'S DRAWINGS FOR ADDITIONAL INFORMATION. STUB-UP. COORDINATE WITH AV VENDOR REGARDING - ON WEEKEND OF MOVE-IN. COORDINATE WITH TENANT 4 CONNECTION REQUIREMENTS AT FLOOR CORES 4 OUTLET. SEE Consultant ARCHITECT. ELECTRICAL ENGINEERS DRAWINGS FOR ADDITIONAL ENLARGED TELCOM PLAN 2 1/4"=1'-0" l'-3"o.c. I PANEL I u o , gik ,ye r 0 " PTS\NNLOCATION TYPICAL FLOOR CORE 8 w z Q- WORK SURFACE SUPPORT LEG � - III II U rr WORK SURFACE ASSUME CORE DIAMETER NO LARGER THAN 6" TYPICAL FLOOR CORE DETAIL 3 3 \`� Issue/Revision: FOR HERMAN MILLER-VIVO 8-WIRE N.T.S. EQ•'C' EQ•'C' ��,II , Proj. No. d ;� ` - - - - - - -_ - _ - - No. Date: Description .� \\ ::. \ `��1 i 1 ''■ !�Ili1.1F�:`! .111 A v 1 \j 1 FLOOR CORE -, 1 ISSUE FOR REVIEW LOCATION SEEQ• 1 \� � I.W.: l . :32,94s5E3p.0,70 rgr (COMPUTER) A A (COMPUTER) DETAIL 33/- �� �;`\�� 217 _0 4= 14 32453.00 'ISSUE FOR PERMIT �' 6Q e (11)i ___ ,/.1 &D ` ISI caI � 1 111 31�11IMAM• viii / I SIT/STAN -Q SIT/STAND I \ / 21 �\ ��' 0'41 \> 1 •/ I I \ 2t ��.'� - .:.- - -rte ! 1 � \ �� ��`w :-y •/ 235 - X71 ' \ ► r�= ��� 111.ri-16:1Typ‘c,_1.3.1215.6:.-:E.1:::11,1 ' •L't'---.J ( ) __ L) � �� ri-Ti `.�� 1 218 111:021111"illiiii: .� l - 9(COMPUTER) B B (COMPUTER) filit I `A r'''''' \ ,i� I ;P il '7 , -eY' 40 \ . C� � � �C � .. - 1• w _.. ;�I _ Z �� � �`�a �� I �i ,� ��_ I� - i t,�'1 �.�I�1'� [ tl■�IrIk ' _ � m � -. 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I - - - - - - - - - I • I - - P■i P� o t ' {•�, .� � •� ` ,,� l � �44° � All drawings and written material appearing herein CONTRACTOR TO PROVIDE 8" 8" FEC 111 „FE4 ='1 : ��1 = +36" 1 +36 1 I `�f ;"s ��,•I�� constitute original and unpublished original work of the DC ® � R J / X36" +36" =. \` 38 23c1 (R) 28 i, _ - -- architect and may not be duplicated,used,or disclosed FINISHED 1 CONDUIT TO MDF/IDF 234 rip. 242 +80 245 200 29 ® - 1 �.� 1 IJ I I = without prior written consent of the architect. 1• Approval Signature: CEILING_ 1 = - 30 AIL 202 I • �� 210 CONTRACTOR TO PROVIDE 43 413,..„,"� iii '_ 1' '11' ' _ 3 '1 '11' '1 ® , 111 - - - - - - - `PF� '.'IPSTUB DOWN TO ALLOW • .. :. :. BIE ! ! l I •1 MrM., 201 206 Co/Title: Date: • � Imo " ' 1 1 t " WIRING THRU DOOR FRAME `.,,�►_j • IPower & Signal 1 11 11 11 11 CONTRACTOR TO PROVIDE \ off.. I I � _ _ h A _ _ -_- _ I I _ - _ - -n - - A- - - - _ - A . - - _ I __� � n A � _ _ -- n A - - - I n _ _ - _ n IA � A _LtJ CORIN A5 REQUIRED ., l- i I !; I . I i I 1 ! ! 1. 1 1 ::�1 if. :.1 :. :.1Irl ] 1 :; . 1.:: �_ Plan / PROXIMITY CARD READER 233 t� >t ''1' II6.. 11' 'lh� t ±15'-q" int ' '� '11' 1r I 1' �I1, 38 I tai8'-6"/ (N.1.C.), CONTRACTOR TO N . ran l I , n nn n �� -� nn - ; nn l ; n n �? - 1 _ . 1 1:. :1 .. :: .�1 1,. 1 1. - 2nd Floor i 1PROVIDE J-BOX AT CEILING '" ��ri ' - '• !. - �!% sil r II SGL EMBEDDED GANG BOX III I�, illi t >r 'II' ler A' II ±I4'-10" �ani� �_J +t ±.13F -1 1 l" 'II ��,■ ■-11 1 + I-�-�- rg 1 v 2-o ,� 1 g \ OPEN TO NON SECURE SIDE t wriI.1 � lip ±3 E ,' . L �_ 6i I I m m fl ' I J �� MEM. . t�� ' 43 43 43 1111111-11 V m 1 1 ' 6" - - % �f ..1 s'��i . ..- '■-- -:1 co ■ f���i '�' wHELECTRIC LOCKSET ` • >A , viii ., ,, 4 L- ( I v-u_ •I I! i 219 is6= O �- _.IM- ._ 4- m •• 11011m m 226 225 �;: .1 n:`ll , L!. i I� z = 43 5 \ CONTRACTOR TO PROVIDE ` .►• *). • wiii III .� . s���i • 11 e CONDUIT FROM MDF/IDF TO '-I-'-' _- 1 I ._ _ ___ _. 0 5 10 15 20 \ TERMINATE JUST ABOVE THE ■ o x HINGE AT DOOR HANDLE Scale: l/8=1'-O" Issue Date: Date -' \ <E LEVEL (ELECTRIC HINGE) 232 231 230 229 228 227 224 223 222 221 220 Drawn By: EN Reviewed By: KR Sheet: 8 of DOOR WITH CARDREADER 3 52 A2 NTS I I I I 1 • SYMBOL LEGEND CARPET MITIGATION OPTIONS SHEET NOTES PAINT NOTES l INTERIOR OFFICE FLOOR FINISH MATERIAL RH LEVELS 1. REFER TO GENERAL NOTES SHEET A0.6 FOR ADDITIONAL FINISH II. DALTILE CERAMIC TILES TO BE ORDERED VIA NATIONAL €31 ALL SURFACES MUST BE CURED, FIRM, DRY AND CLEANED LIBERTY MUTUAL - PAINT GUIDE SPECIFICATION: COLOR $ HIDE: RENOVATION © PLAN NOTES; ALL NOTES APPLY AS IF PRINTED IN FULL HERE. ACCOUNT PROGRAM: FREE OF DUST, DIRT, OIL, GREASE, WAX, CHALK, RUST, THE PURPOSE OF THIS GUIDE SPECIFICATION IS TO PROVIDE A UNIFORM COLORS) TO BE USED SHALL BE CHOSEN FROM A BENJAMIN MOORE COLOR BUDGET NATIONAL ACCOUNT SUPPORT DESK MILDEW OR ANY OTHER CONTAMINATION OR CONDITION THAT STANDARD FOR SURFACE PREPARATION AND FINISHING OF INTERIOR SELECTOR. A LIBERTY MUTUAL REPRESENTATIVE SHALL APPROVE COLOR Ara PAINT LESS COSTS 2. CONTRACTOR TO REFER TO FINISH SCHEDULE AND PROVIDE national.account@daltile.com WOULD ADVERSELY AFFECT THE PERFORMANCE OF THE SURFACES USING SPECIFIED BENJAMIN MOORE PRODUCTS. ANY QUESTIONS AND MATCH BEFORE PAINTING BEGINS. QJ BASE 100% q5% q0% THAN (DEPENDS SUBMITTAL TO ARCHITECT FOR APPROVAL. (577) 556-5728 OR (214) 309-3408 COATING. APPLY WATER BASED METAL PRIMER COMPATIBLE ABOVE THE CONTENT OR MEANING OF THIS SPECIFICATION SHALL BE PLEASE NOTE THAT SOME COLORS MAY NOT COVER IN THE SPECIFIED 90% ON SF) REFERENCE MA-002564 FOR LIBERTY MUTUAL PROGRAM WITH FINISH COAT. DIRECTED TO: NUMBER OF COATS! X� MILLWORK COUNTERTOP 3. INSTALL ALL FINISHES PER MANUFACTURER'S SPECIFICATIONS PRICING ($2.10/SF) IT IS THE APPLICATOR'S RESPONSIBILITY TO APPLY ENOUGH COATS OF THE XE - MILLWORK EXPOSED DOORS, DRAWERS AND FACES AND INSTALLATION INSTRUCTIONS AND GUIDELINES ON BOTH JIM GORMAN SPECIFIED MATERIAL TO ACHIEVE COMPLETE HIDE AND THE CORRECT KOSTER 100% NEW AND EXISTING SURFACES. FOR FLOOR FINISHES, NOTIFY 12. CONTRACTOR TO FOLLOW MANUFACTURER'S INSTALLATION NATIONAL ACCOUNT REPRESENTATIVE COLOR. REGAL SELECT PRODUCTS MUST BE APPLIED AT THE CORRECT (SLAB ON GRADE) ARCHITECT IMMEDIATELY IF EXISTING SLAB IS UNEVEN. INSTRUCTIONS. A SLIGHT GAP IS REQUIRED AROUND THE BENJAMIN MOORE $ COMPANY SPREAD RATE TO INSURE PROPER PRODUCT PERFORMANCE. EXTREME X3.85 - CHANGE FLOOR FINISH REQUIRES SHOT X PERIMETER TO ALLOW FOR EXPANSION. THE COVE BASE NEEDS (201) 949-6354 COLOR CHANGES AND PROBLEM SURFACES MUST BE ADDRESSED PRIOR TO BLASTING AND 1/4" $4.25 /SF 4. PRIOR TO AND DURING FLOORING WORK: CONTRACTOR TO TO CONCEAL THIS GAP. PROVIDE I/2" GAP AT BASE OF ALL jamess.gorman@benjaminmoore.com COATING TO INSURE PROPER HIDE. BLOTTER LAYER INSPECT FOR PRESENCE OF CALCIFICATIONS, BUMPS, GYP. BD. TO PREVENT WICKING DURING MINOR FLOODS. S CHANGE FLOOR FINISH WITH TRANSITION STRIP DEPRESSIONS, OR OTHER SIGNS OF MOISTURE INFILTRATIONS. SCOPE INTERIOR SURFACES - PAINTED NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY AREAS OF Q EXISTING FINISHES TO REMAIN ELEVATOR LOBBY, BUILDING THIS GUIDE SPECIFICATION COVERS TYPICALLY ENCOUNTERED SUBSTRATES COATINGS LISTED ARE NOT DESIGNED TO BE USED IN AREAS REGULARLY VERSASHIELD MBX qq% CONCERNS. CORRIDORS, STAIRS $ RESTROOMS, U,O.N. PROTECT DURING ON LIBERTY MUTUAL INTERIOR SURFACES. SURFACES OR CONDITIONS NOT EXPOSED TO WATER OR HARSH CHEMICALS. THESE ENVIRONMENTS MAY 16083 SW UPPER BOONES FERRY RE (ABOVE GRADE) $2.00 - COVERED HERE SHOULD BE INSPECTED BY BENJAMIN MOORE PERSONNEL X CONSTRUCTION. REQUIRE SPECIAL COATINGS. PLEASE CONTACT YOUR BENJAMIN MOORE Suite 200 j/�j ADJACENT TENANT (N.I.C.) ROLLED GOODS $2.50 /SF 5. CONTRACTOR TO PROVIDE MOISTURE TESTING OF FLOOR SLAB. WHO WILL MAKE PROPER RECOMMENDATIONS FOR PREPARATION AND REPRESENTATIVE FOR RECOMMENDATIONS. ALL REGAL SELECT PRODUCTS MINIMUM THICKNESS NOTIFY ARCHITECT OF MOISTURE CONTENT AND COORDINATE 14 PROVIDE SEMI-GLOSS FINISH AT WET LOCATIONS ONLY. COATING. MUST BE APPLIED AT 400-450 SQ. FT. PER GALLON TO ACHIEVE A MINIMUM TIGARD, OR 97224 V WITH FLOORING MANUFACTURER TO OBTAIN APPROPRIATE OF 3.8 MILS WET AND 1.7 MILS DRY. A WET MIL GAUGE SHOULD BE USED BUILDING CORE (N.I.C.) VERSASHIELD 95% CONCRETE TREATMENT IF NEEDED. REFER TO MANUFACTURER'S ® PAINT PLYWOOD IN SAME COLOR AS WALL PRIOR TO WORKMANSHIP TO ENSURE PROPER APPLICATION. JOBS SHOULD BE BIDDED FOR TWO (2) (ABOVE GRADE) $1.40 - SPECIFICATIONS AND INSTALLATION INSTRUCTIONS AND INSTALLATION OF EQUIPMENT. DO NOT PAINT OVER PLYWOOD A. SURFACES NOT TO BE COATED SHALL BE PROTECTED DURING COATS OF THE AURA PRODUCT. ROLLED GOODSx $1.75 /SF GUIDELINES. FIRE RATING STAMP. APPLICATION OF THE NEW COATINGS. PAINT MISPLACED ON THESE MINIMUM THICKNESS SURFACES SHALL BE CLEANED AND REMOVED. 6. IN AREAS WHERE DIFFERENT FLOOR FINISHES INTERSECT, THE 16 PROVIDE NEW 3" WIDE WOOD CHAIR RAIL. PROFILE TO MATCH B. NET PAINT SIGNS SHALL BE PLACED IN ORDER TO NOTIFY ALL 2 FINISHES SHOULD INTERSECT ON THE CENTERLINE OF THE DETAIL 31/A9.3, STAIN TO MATCH BUILDING STANDARD WOOD PERSONS HAVING BUSINESS IN OR ACCESS TO THE INTERIOR SPACES EVERSEAL 90% DOOR SEPARATING THE TWO AREAS. WHERE CARPET AND TILE FINISH DOORS. MITER AT CORNERS. SUBMIT STAIN SAMPLE FOR INVOLVED. (ABOVE GRADE) X $0.35 - INTERSECT, THE CONTRACTOR SHALL SUPPLY $ INSTALL A ARCHITECTS APPROVAL PRIOR TO WORK. INSTALL TOP OF RAIL C. APPLICATORS SHALL READ, UNDERSTAND $ COMPLY WITH BENJAMIN - ROLLED ON PRODUCT $0.40 /SF RUBBER REDUCER STRIP TO BE ROPPE 177 TILE CARPET AT 34" A.F.F. SEE ELEVATION A9.3 FOR ADDITIONAL MOORE $ CO. PRODUCT LABELS AND PRODUCT DATA PAGES. IF - MINIMUM THICKNESS JOINER, BLACK. SEE 22/A9.2. INFORMATION. QUESTIONS ARISE CONCERNING THE USE OF THESE PRODUCTS, CONTACT A BENJAMIN MOORE REPRESENTATIVE. 7. MODIFY OR PROVIDE NEW THRESHOLDS AS NEEDED. €111PROVIDE NEW 3" WIDE CHAIR RAIL. PROFILE TO MATCH DETAIL D. IT IS VERY IMPORTANT THAT THE CONTRACTOR APPLYING THE FINISHES - NO SUBSTITUTIONS INSULATION MATERIALS 8. PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8"x10" 31/A9.3, STAIN TO MATCH BUILDING STANDARD WOOD FINISH DOORS, MITER AT CORNERS. SUBMIT STAIN SAMPLE FOR PRODUCTS DO SO AT THE MANUFACTURER'S SUGGESTED SPREAD RATE FOR PROPER HIDE, FILM BUILD AND PRODUCT PERFORMANCE. TILE INSTALLATION NOTES BRUSH-OUTS OF EACH COLOR AND FINISH FOR ARCHITECT'S CARPET - ALL INSULATING HAVE A MINIMUM 'A' ARCHITECTS APPROVAL PRIOR TO WORK. INSTALL TOP OF RAIL TO ANY SUBSTRATE CONCERNS THAT WILL AFFECT OVERALL PRODUCT b r e r e t o n CARPET S- GENERALBLIBERTY MUTUAL ALL INSULATING CLASSIFICATION N PER THE MATERIALSTSHALLE BHAV IN COMPLIANCE WITH IBC APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ALIGN WITH TOP OF COUNTERTOP SEE ELEVATION A9,3 FOR PERFORMANCE SHOULD BE BROUGHT FORWARD BEFORE APPLICATION. I. PREPARE WALLS SMOOTH AND FLAT, READY TO RECEIVE ON-SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO ADDITIONAL INFORMATION TILE WITHOUT LIPPAGE. INSTALL HALL TILE IN STRICT INSTALLED BY G.C., SEE 51-/EET NOTE #I0 SECTIONS 719,I, 719.2 AND 719.3. [EXCEPTION: FLAME SPREAD AND FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO ADJUST SURFACE PREPARATION: ACCORDANCE WITH TCA METHOD FOR CERAMIC TILE. WALL MANUFACTURER: MOHAWK GROUP SMOKE DEVELOPED INDEXES DO NOT APPLY TO FACINGS, ANY COLOR/FINISH ONCE THE WALL TEST HAS BEEN MADE. 18 PROVIDE KOROSEAL ACOUSTICAL PANELS ON THIS WALL. ALL SURFACES TILE SHALL BE SET AFTER AND ALIGNING WITH FLOOR STYLE: VEST GTI72 COVERINGS AND LAYERS OF REFLECTIVE FOIL INSULATION A. CLEAN SURFACES TO BE COATED TO REMOVE ALL DIRT, CHALK, TILE. COLOR: 859 PINSTRIPE INSTALLED IN CONCEALED SPACES AND IN DIRECT CONTACT WITHPANELS TO BE PERFORMANCE PLUS, I THICK WITH SQUARE909 Montgomery St., Suite 260 q. ORDERING BENJAMIN MOORE PAINT: BIDDERS ARE INSTRUCTED EDGE DETAIL. FASTEN WITH 'ROTO-FAST SNAP ON ANCHORS'. GREASE, OIL, OR OTHER CONTAMINATES, INCLUDING ANY EXISTING INSTALLATION: TILE, DIRECT GLUE, BRICK ASHLAR THE UNEXPOSED SURFACE OF THE CEILING, WALL OR FLOOR FINISH TO BUDGET $53.99 PER GALLON PLUS TAX FOR BENJAMIN MILDEW AND MILDEW STAIN. 2. PROVIDE THE FOLLOWING SUBMITTALS FOR REVIEW AND San Francisco, California 94133 0 FOR BUILDINGS OF TYPES III, IV, OR V CONSTRUCTION PER IBC MOORE AURA PRODUCTS. IF AWARDED THE CONTRACT, THE PROVIDE WC-I ON ACOUSTICAL PANELS. COORDINATE WITH B. ALL LOOSE OR PEELING PAINT SHALL BE REMOVED AND THE APPROVAL: BI BASE - GENERAL 719.2.1] (IBC SECTION 719 MANUFACTURER REGARDING INSTALLATION AND OTHER T 415 546 1212 brereton.com ) PAINT CONTRACTOR NEEDS TO PURCHASE BENJAMIN MOORE SURFACE AREA PROPERLY PREPARED PRIOR TO REFINISHING. a. CERAMIC TILE SAMPLES $ MANUFACTURER'S REQUIREMENTS PRIOR TO ORDERING AND ALLOW AT LEAST 5 MANUFACTURER: ROPPE INTERIOR FLOOR FINISHES SHALL NOT BE LESS THAN CLASS II. AURA PAINT THROUGH THE BENJAMIN MOORE NATIONAL C. GLOSSY SURFACES SHOULD BE DULLED FOR PROPER ADHESION OF INSTALLATION INSTRUCTIONS COLOR: DOLPHIN 129 - INTERIOR WALL AND CEILING FINISHES SHALL CONFORM TO THE ACCOUNTS PROGRAM BY USING THE FOLLOWING PROCEDURE: TO 6 WEEKS FOR LEAD TIME. SEE ELEVATIONS ON SHEET A9,3 ALL COATINGS. b. GROUT AND SEALANT SAMPLES WITH Stamp SIZE: 4" TABLE BELOW: • ORDERS MUST BE PLACED THROUGH THE BENJAMIN MOORE FOR ADDITIONAL INFORMATION, D. DAMAGED SURFACES (HOOD, METAL, MASONRY) SHALL BE REPAIRED MANUFACTURER'S INSTALLATION INSTRUCTIONS STYLE: STRAIGHT AT CARPET, DIRECT ORDER LINE AT (877) 623-8454. NATIONAL ACCOUNT 19 CONTINUE FLOORING PATTERN INTO SINK CABINET. OR REPLACED PRIOR TO THE APPLICATION OF ANY COATING. c. TRANSITION STRIPS `� D COVED AT RESILIENT FLOORING MINIMUM FLAME SMOKE- 4182 (LIBERTY MUTUAL) NEEDS TO BE SPECIFIED. PLEASE E. LOOSE OR DAMAGED CAULKING MATERIAL SHALL BE REMOVED AND d. HORIZONTAL GRADE CONTROL JOINT SEALANT A�C VINYL TILE CLASSIFICATION SPREAD DEVELOPED LOCATION BE SURE TO SPECIFY AURA, 20 PROVIDE PLASTIC LAMINATE BASE AT MILLWORK; INTERIOR OF REPLACED. COLOR SAMPLES AND MANUFACTURER'S �? . MANUFACTURER: FLEXI TILE OF MATERIALS INDEX INDEX • THE PAINT CONTRACTOR CAN SPECIFY A PREFERRED LOCAL SINK CABINET, INCLUDING WALL SURFACE, TO RECEIVE RUBBER F. NEW MASONRY AND PLASTER SURFACES SHOULD BE ALLOWED TO INSTALLATION INSTRUCTIONS MICHAEL J. ;�' STYLE NAME: FLEXIBLE INTERLOCKING PVC TILES, COIN TOP PkTTERN 0-25 0-450 REQUIRED VERTICAL EXITS - PARTICIPATING BENJAMIN MOORS INDEPENDENT RETAILER, BASE AS SCHEDULED. CURE AND COATED ACCORDING TO PRODUCT DATA SHEETS, e. DENSHIELD PANEL W/ FOUR (4) TILE SAMPLE GASTRO OR ONE CAN BE SUGGESTED BY BENJAMIN MOORE. G. RUSTED SURFACES MUST BE PROPERLY TREATED AND COATED APPLIED WITH SEALANT AND GROUT , COLOR: BLACK/DARK GREY • PASSAGEWAYS San Francisco, CA CORRIDORS PROVIDED EXIT • ALL 81LLING WILL BE DONE THROUGH THE INDIVIDUAL LOCAL ® AFTER PAINTING IS COMPLETED, PROVIDE CORNERGUARDS AT ACCORDING TO INDUSTRY STANDARD, PRIOR TO FINISH COATING. d, j, Lib. #5464 0� SIZE: 20.5"x20.5" MULTIPURPOSE INTERLOCKING TILES B 26-75 0-450 ACCESS PARTICIPATING BENJAMIN MOORE INDEPENDENT RETAILER. ALL EXPOSED OUTSIDE CORNERS. INSTALLATION: PER MANUFACTURER • AT NO TIME SHOULD A PAINT CONTRACTOR PAY, OR INVOICE MANUFACTURER: CS GROUP DIFFICULT SUBSTRATES 10/25/2017 11ZOF CO)6 C 76-200 0-450 ROOMS OR ENCLOSED SPACES LIBERTY MUTUAL, MORE THAN THE NATIONAL ACCOUNT STYLE: SSM-20AN BENJAMIN MOORE OFFERS A NUMBER OF SPECIALTY PRIMERS FOR USE 40o LUXURY VINYL TILE PRICING OF $53.99 A GALLON PLUS TAX. COLOR: 934 PEARL OVER DIFFICULT SUBSTRATES SUCH AS BLEEDING WOODS, GREASE, CRAYON SEE SHEET NOTE #I0 FOR ADDITIONAL INFORMATION • ANY QUESTIONS OR ISSUES WITH THE NATIONAL ACCOUNT SIZE: 2"X2"X48"H WITH 1/4" RADIUS END CAP MARKINGS, HARD GLOSSY SURFACES, GALVANIZED METAL, RUSTED AND Exp: 12/31/2018 MANUFACTURER: MOHAWK SECOYA ORDERING PROCESS CAN BE ADDRESSED TO JIM GORMAN, OTHER SURFACES WHERE PAINT ADHESION OR STAIN SUPPRESSION IS A STYLE NAME: HOT $ HEAVY BENJAMIN MOORE NATIONAL ACCOUNT REPRESENTATIVE, CENTER FLOORING IN THIS ROOM. PARTICULAR PROBLEM. ANY SURFACE CONCERN SHOULD BE BROUGHT TO - COLOR: 142 KEW GARDENS 201-949-6354, JamesS.Gorman@Benjaminmoore.com. ® THE ATTENTION OF THE BENJAMIN MOORE RETAILER SUPPLYING MATERIAL Consultant U SIZE: 9x59 ® PROTECT EXISTING COMMON CORRIDOR FINISHES TO MATCH $ ON THE JOB. INSTALLATION: PER MANUFACTURER 10. CARPET, VINYL PLANK FLOORING AND ADHESIVE TO BE ALIGN WITH EXISTING AS NEEDED. PURCHASED BY LIBERTY MUTUAL AND SUPPLIED TO THE COATING SYSTEMS ® CERAMIC TILE CONTRACTOR IN THE FIELD. CONTRACTOR TO COORDINATE 24 USE CEMENTITIOUS TILE BACKER BOARD ('DUROCK') OR EQUAL THIS LIBERTY MUTUAL $ BENJAMIN MOORE GUIDE SPECIFICATION IS BASED SEE SHEET NOTE #19 FOR ADDITIONAL INFORMATION SHIPMENT, VERIFY QUANTITIES, AND REQUEST THE CARPET AT PARTITIONS SCHEDULES TO RECEIVE CERAMIC TILE/GLASS ON THE USE OF BENJAMIN MOORE REGAL SELECT PRODUCTS. REGAL SEAMING DIAGRAM WITH LIBERTY MUTUALSt SUPPLIER: RYAN TILE (U.O.N.). SELECT PRODUCTS ARE SELF PRIMING. JOBS SHOULD BE BID FOR TWO (2) MANUFACTURER: DALTILE / ISLAND STONE STYLE NAME: NAVEL INE MINI BURKE AT ALLEGHENY CONTRACT FLOORING AT (781) 497-2810, COATS OF THE SPECIFIED REGAL SELECT PRODUCT. ANY CONCERNS THAT STYLE: SMOKE rburke@alleghenycontract.com. PROVIDE DESTINATION ALONG WITH WILL AFFECT THE PRODUCT PERFORMANCE IN A NEGATIVE WAY MUST BE SIZE: 12.25 X 12.5" INTERLOCKING MOSAIC CONTACT INFORMATION $ PHONE NUMBERS TO RYAN BURKE. BROUGHT TO A PROJECT REPRESENTATIVE'S ATTENTION PRIOR TO INSTALLATION: PER MANUFACTURER INSTALLER IS RESPONSIBLE TO RECEIVE, STORE CUT. APPLYING ANY COATING. GROUT: BOSTIK H144-S MISTY GRAY OR EQUAL PI PAINT - GENERAL 0 W MANUFACTURER: BENJAMIN MOORE FINISH: REGAL SELECT r COLLECTION: COLOR PREVIEW COLOR: SOFT CHAMOIS OC-13 _ _ V C3 FINISH: EGGSHELL 524 lirTh - P2 PAINT - GENERAL (STORAGE It WET AREAS / ) h) iiiimiimmI11 1.=-:// 0 MANUFACTURER: BENJAMIN MOORE TYPE: REGAL SELECT COLLECTION: COLOR PREVIEW COLOR: SOFT CHAMOIS OC-13 FINISH: SEMI-GLOSS 528 P3 PAINT - ACCENT 0 MANUFACTURER: BENJAMIN MOORE TYPE: REGAL SELECT COLLECTION: COLOR PREVIEW COLOR: LIBERTY CORPORATE GRAY 50% �I - CMYK: C19M14YIOK29 / RGB: 176, 177, 178 Issue/Revision: HEX: #bOblb2 / AProl. No. FINISH: EGGSHELL I- //,://i/ I - No. Date: Description P4 % ►/ SeaPAINT - ACCENT </ IP114 I 32453.00 �I SSU E FOR REVIEW 0 O MANUFACTURER: BENJAMIN MOORS / ® BIO 295EP17 ® 217 I I 1TYPE: REGAL SELECT 1 215 214 32453.00 'ISSUE FOR PERMIT COLLECTION: COLOR PREVIEW _ O2 04OCT17 COLOR: LIBERTY GREEN 75% - - ® P4CMYK: C18 MO Y38 K31 PI NTROPUI HAOOT AWL BI Al Y C RGB: 145, 176, 109 V \Lea216 10 BT G .T - - - - _HEX: #91b06d _ �� (kk I U.O.N.FINISH: EGGSHELL 235ko,6..:7:S./ 218 aPIFP5 PAINT - ACCENT (STORAGE WET AREAS) /� P1P3 � ' 1 MANUFACTURER: BI Bl `1 P4 0BENJAMINMOORE .1.-1-1 Aid 1 r B1 I � ���� TYPE: REGAL SELECT \ --t •. � k ,` I / ;, ,�I • COLLECTION: COLOR PREVIEW P4 16 237 /// I COLOR: LIBERTY GREEN 75% RGB: 118 MO Y38 K31 BIe FA ,r i "if :•� I PL-1 ® RGB: 145, 176, 109 2% �� �/ `' HEX: #g1806D -- - -- \ P I • P 1 \ ® ' 14 1, �� � iS��i\\\1 1 213 I 11 FINISH: SEMI-GLOSS 528 PAAA h` ���` \ 200A , \��\ \\ \\\ 212 _ \ \ h� \ ® PL-2 \ \ \\ PL 1 PLASTIC LAMINATE: VERTICAL SURFACES $ SHELVES �\ 4* BI BI 1 205 \� \1�\\ 1 MANUFACTURER: FORMICA - - - - - , lam___.______-_ _ 14 ® �t�,,,,_, ..\=_.4==____,\ I STYLE: 7708-58 241 Sl \ \`p -• 1 � , 243 P4 P4 244 LFIE. 299 Bl �t1 `` �!'Z�1 ' 211 j IN 14I • COLOR: FLAX GAUZE �\.�4` .� 204A • - - - - \\ \`\\ \ • FINISH: MATTE • \\,____.____._,-,4.,*,---- IT `■►.- - �. \\\ -,® 238 :..• - $ ® .i - - - 203 I PI I' - . - P2 _ PL-2 PLASTIC LAMINATE: SHELVES i - 81 BI _ Copyright Statement: MANUFACTURER: FORMICA i0 - - I • I - - P2 ' 1 P4 r Iri. P3 14 All drawings and written material appearing herein - PL-2 1 BI 207 PL-3 18 BI 24 constitute original and unpublished original work of the STYLE: 463-58 `` P1 ® 239 ® P3 BI _ 18 ® _ architect and may not be duplicated, used,or disclosed COLOR: SAIL WHITE 234 v 242 0 B1 ( 245 200 14 1 ,- 1 20>J II 19 without prior written consent of the architect. FINISH: MATTE 202 f 210 20 Approval Signature: ® - - - - • .� - �I U N. !� .�- PL-3 PLASTIC LAMINATE: COUNTERTOP ® 201 0 206 0 0 ® Co/Title: Date: - MANUFACTURER: WILSONART • STYLE: 4795-60 P2 611 I COLOR: WINDSWEPT PEWTER FINISH: TEXTURED BI\\ Finish TYPICAL 14 TYPICALI SS-I SOLID SURFACE: COUNTERTOP Bl THROUGHOUT B• THROUGHOUT Plan - MANUFACTURER: CAESARSTONE 233 U.O.N. / U.O.N. STYLE: 6600 NOUGAT PI FINISH: POLISHED THICKNESS: I-1/2" N v 2nd Floor __ Ini1 WALL COVERING - ACOUSTICAL PANELS \ Q -IT- \ 0 MANUFACTURER: KOROSEAL SOUND DESIGNS PI 3 . . v= STYLE: OMEGA _ • La • COLOR: ICE #939-1I ` -PG o 0 c., \ 226 225 219 F cz z 0 9 -_ �-� 0 5 10 15 20 -7_ AIVIIIIMIIIIIIMM.111! 232 231 - 230 229 228 - 227 224 - 223 222 221 220 Scale: I/8=1' 0" Issue Date: Date Drawn By: EN Reviewed By: KR co Sheet: q of N N Q, 4 O 2 A2 • g I I 1 I l SYMBOL LEGEND SHEET NOTES I EQUIPMENT SCHEDULE I I INTERIOR OFFICE YA I. REFER TO GENERAL NOTES SHEET AO.6 FOR ADDITIONAL NO. DESCRIPTION DIMENSIONS REMARKS RENOVATION ADJACENT TENANT (N.I.C.) INFORMATION; ALL NOTES APPLY AS IF PRINTED IN FULL HERE. O MULTI-FUNCTION DEVICE - N.I.C. -s 2. FURNITURE INSTALLER TO PROVIDE 44N MIN. CLEARANCE AT AISLE SPACE SERVING MORE THAN I OCCUPANT AND 36N MIN. BUILDING CORE (N.I.C.) SERVING I OCCUPANT, TYP. O LCD CABINET - N.I.C. 3. FURNITURE VENDOR TO COORDINATE FURNITURE DELIVERY (C) REFRIGERATOR - N.I.C. HOURS WITH BUILDING MANAGEMENT. FURNITURE VENDOR TO SUPPLY INSURANCE AND PROTECTION OF THE BUILDING/ELEVATORS AND LOBBY. OD MICROWAVE - N.I.C. U ALTERNATE ITEM #2: PROVIDE BOLTING FOR EXISTING 4 RELOCATED FILES. BOLT FILES TO EACH OTHER AND TO THE O COFFEE - N.I.C. FLOOR/PARTITION FOR SEISMIC BRACING, SEE 13, 18 4 23/AcI.3. 16083 SW UPPER BOONES FERRY RE O IRON MOUNTAIN - N.I.C. Suite 200 TIGARD, OR 97224 brereton 909 Montgomery St., Suite 260 San Francisco, California 94133 T 415 546 1212 brereton.com Stamp c..,(eDI44e if-- MICHAEL J. CASTRO •San Francisco( • j, Lic.#5464 ,0'F 10/25/2017 ���oF .:� �P 1 Exp: 12 31/1 Consultant pi r r°I illiflif r = ,. 1 i i 1 i 0 im 0•i 0 mi y ryrr/1/9 /7/117/177100/(0/Jr r 4 � � MFD I III � • �� / 1 /".///>44/. 4 I O ©�711 IISIt�I 217 , I I`3�$" i � 1 215 ��21�=�: �, - - - - CLEAR: t �`p GADO, Ell\ \ 216 T44°MIN.1' • - — — — — Issue/Revision: • (�� � � \ �kN.F..07i� _ ` � 1 \\ 1 ---- --LL ___v. ..�._-CLEA ' 235 �� \�\\ \\\\ - rr -h \ 218 Yi •�., , ` Pro' No. 1 \ i No. Date: Description f/4 �/' I N ' \ I ' , ' t_ N 0�� 4-3 I '�; ;�' � � � 5 0 � � �,,� 32453.00 ISSUE FOR REVIEW a8°MIN. C ` n - + I�1 O O 2gSEPl7 \�u�.� `��� j - � - - -= - � � 1 32453.00 ISSUE FOR PERMIT ,.•.: 'CLEAR I 1/ 1■ I� I C- 011 ��tl% �I © 040CTI7 l ////%°v// r R i0 `�, 236 I l� � , � � 'FEG 1I�I I�IIIINI -Ajv NM - C CI r 4 `i OM MENIMIkilIMMIIIIII 6MkS6.�`\4 Npy,y . .■R 1 200AMFD ! __ \``�``� �\`� i� 212 - - ' ISI II I 2 \ \\.\L\\. ` . I ISI I� - IIS_ I�..Z� �, :, :- ill r'` - (-",-- ' 241 Sra 'Sp•��� 113 r. �'� \� \�����.�`►.i� 211 1 I— I • Irl ? f ? �� �����.\6. Aik 0, \• `alk 204 ► �\\�`\ i, e) 0 il 1 FEC N 1�►1`\ y 1 ■I — \```` - - A - t N 1_ 0_ — 238 .it: I — -: - 1 '116 a it - - M. I 203 I ` 0 I , I - I I 1I� • ) L ` MIN. t LEAR 3'-II° 3'-8" 23q 31_8N 4 3t-8' (93I-aN 3'-10' f; R� x`07+� - . 234144"111N] NMI NMI 242NM1 "MI 245 4NM1 200 I I �.i �./ 1 20:J I �. I z CLEAR CLEAR CLEA• CLEAR CLEA• _ CLEAR— ti LEAR -' 202 - _ - - _ 210 To FE (._- I • • - MINN _ � I --" 111 t11 -_l i_ n� i Man ►_ n 201 3N 3Nr 206 3� �N -I31pN 3t $N QN nN� aN 3Nis 4- -s G ' It -,:' '` 'MUI f4 ivii Mvl �4 MVIN,� MI 44 MIN. CLEA' CLEAR'-- J CLEA• CLEA• CLEAR CLEAR - - ' ' ' ' II ' 1' ) 'II' ' G� '1 ' ) 1 I1 1 11 1 CLEA _ 111 - � � � � ( - � � ,_ • right Statement: ir n� - _ "IMO - nn i , ren itpiim! l, n -i , , n i n ,- 1Ii erg rim — opy me. .', ' ' - , ,,. ' • LAll drawings and written material appearing herein ■ .. .. I. .. .. � - r constitute origal and be duplicated,materoriginal work of She \ •, :• — -- :--- ' - without written consent ofthe architect. d clo ed 233 architect and may not used,or \ ' ( ' ' ' ' ' ' '' '' 11I 1' Approal Signature: t ti) 1 ) 0 eII � 0110 X11 01 1 1 tMIMI nr� � i � nl -s , nn ; I I ,, , - - nIUgh iIL In •riuriIMad 1 -: : 1 _ i l_ -:_ 1!� _� .1 t o :. �►1 is r= �,I •r 01 1 IMP ( al ��� '.'/ I . a �11 Co/Title: Date: tJ 1 ,___._......._11 1 . nft Irrr_i. Nell 1 _____ rniture & 1_ IMII WE' ( 226 I 2251IM. 21q Equipment Plan 232 1 231 I 230 229II 228 227 224 223 222 221 220 2nd Floor 3 2 F V = is �GF 3 Z 0 5 10 15 20 F '= Scale: 1/8=1'-0" Issue Date: Date Drawn By: EN Reviewed By: KR Sheet: 10 of 2 A2 • 5 PARTITION ASSEMBLY 1-HR Y - I OR 2 HOUR FIRE-RATED %� �� SEE RCP ° ° EXISTING METAL DECK PARTITION SCHEDULE (SEE PARTITION HT. LIMIT TABLE 2/- BELOW FOR STUD SIZING ADDT'L NOTES) OR 2-HR. AS NOTED PARTITION ASSEMBLY %- //��/ $ 12 MIN COPE FLANGES OF ONE TOP a a w/CONCRETE FLOOR ABOVE INTERIOR OFFICE • �/� •��� SUSPENDED CEILING TRACK AND LAP WITH " - FIRESTOP SEALANT 5/8" FIRE RATED SEALANT ALL %�!'�i,�';1 LAP ° 4 BASE LAYER TYPE 'X' GYPSUM BOARD ONE LAYER TYPE 'X' GYPSUM BOARD RENOVATION E 1 MIN. DEPTH FOR I-HR. AND _ I AROUND OPENING ANOTHER `m ° ATTACH DEEP LEG SLOTTED APPLIED PARALLEL TO EACH SIDE APPLIED PARALLEL TO EACH SIDE ��..` f TOP TRACK 4 °" ' '��� ''� 11111.11.11 TOP TRACK TO STRUCTURE 3-5/8" x 20GA. SNEE '• TAL STU P . ' 24"O.C. 3-5/8" SHEET METAL STUDS @ 24"O.C. - 1 1j',.'. '; 1-1/4" MIN. DEPTH FOR ` ' � ;.moi r; ' ELECTRICAL OR j,1. LAST FULL NEIGNT STUD2-#6 SMS AT END OF EACH s__�_ . _;_n. _ _ __- _Ai WITH LOW VELOCITY POWDER � ',- I" TYPE '5' DRY WS 4"O.C. I" TYPE '5' NO. 6 DRYWALL SCREWS 2-NR. FIRE RATED ,,, ,,,� `N; ,I:e 1 I : COMMUNICATION �y i LAP � y�- 1 ACTUATED 0 15 8 D.C. @ VERTICAL JOINTS, 12"0.C. TOP/ BOTTOM PARTITION I JUNCTION //%////, 1/I U • / T TED 4 FACE LAYE 5 - PSUM BOARD , ,y.,i • BOX WITH EXTENDER _T� t 22/- c� DIA @ 24 O.C., 1 APPLI ASL EACH SIDE WITH RUNNERS FIELD STUDS -MPMOLDABLE INTUMESCENT 3 ' ' ' EXTERIOR GLASS u' PENETRATION �� I, - �� CAVITY: VOID ACCESS PANEL OF I D• ALL SCREWS @ 12 O.C. ADEQUATE SIZE AND z FIRE-RATED PUTTY PAD. ADDITIONAL FRAMING TOP TRACK SPLICE JOINT A T A � - (�• ASS FIBER BATT INSULATION HEAD: 14/- 10t ® LOCATION FOR ? COVER ALL 5 BACK SIDES i CANTILEVER OFF LAST °. T �� '` P /- OR I3/- GA-14P1522-GENERIC SILL: 15/- I5/- (SIM.) '33E' 1 MAINTENANCE OR f Z OF BOX COMPRESS ONTO Ial STUD CO NOT ATTACH TO -' - ELEVATION A „ c'AIR !� I AD - INSPECTION OF DAMPER I- - BOX, CONDUIT AND LAPC JOINTS STAGGERED 24" EACH LAYER AND SI P n JOINTS STAGGERED 24 ON OPPOSITE SIDES. rio I N -� I , EXTERIOR GLASS \./. ° u SCRAPE FIREPROOFING FORFLOW ' a-� 1UL LISTED FIRE ORul EDGES ONTO BACK OF GYP. ° _ °a a ■ ■ ■ ■ TYPE C - SLAB HIGH TYPE A - GRID HIGH A Ifir , BD. � , ; EXTERIOR HORIZONTAL IIIIIM COPE FLANGES OF ONE TOP DIRECT METAL TO METAL --J I FIRE-SMOKE DAMPER , MULLION WHERE EXISTS) ° ° ° a a DECK CONTACT TWO-HOUR/ NON-BEARING NON-COMBUSTIBLE/ NON-BEARING - ( TRACK AND LAP WEB OF ° E FIREPROOFING, V.I.F. w ONELAYER " ' ' GYPSUM BOARDONELAYER " ' ' GYPSUM OA AIR DUCT (TIP.) , ?���� PERPENDICULAR TRACK, a ( ) TYPE X TYPE X BOARD 16083 SW UPPER BOONES FERRY RE (� SIMACNA COMPLIANT JOINT 4/./4 ' LI- APPLIED PARALLEL TO EACH SIDE APPLIED PARALLEL TO EACH SIDE � � , PROVIDE EXTRA STUD TO ''��;�% _ - EXISTING MULLION (TYP.) (TYP) ° ° / REINSTATE FIRE PROOFING 1 „ 1 „ I'' DETAIL �/ %�'�/!% //i; ; - 3-5/8" x 2OGA. SHEET METAL STUDS @ 24 D.C. 2-1/2" SHEET METAL ST @ 24 O.0 Suite 200 I I =: NOTES: � ISOLATE BACK TO BACK !!��:�i��.� n' � ■. CONTINUOUS FULL WIDTH :` I �� ISI �� ' ' ''"- ', "` p EXISTING ALUMINUM SILL 2-#10 SMS (TYP) a° � '�� I TYPE S NO. 8 DRYWALL SCREWS ,-�` �=- I TYPE 5 N0. 8 �.CR TIGARD OR 97224 I ;I:' I. DAMPER SHALL CARRY STATE FIRE BOXES FROM BEING IN THE a tk 'i�'�, ~ � EXTENSION CAP TYP. � _ 18GA TOP TRACK '>= "- 8"O.C. @VERTICAL JOINTS, 12"O.C. TOP/ BOTTOM : "` 8"D.C. @VERT CA P.C. TDP/ BOTTOM I I MARSHAL LISTING NO. SAME CAVITY ; /� •� i�� - "t ( _' NOTE: i/.,� /� �, Qc TOP TRACK T INTERSECTION JOINT B - ATTACH WALL STUD TO RUNNERS +1 FIELD STUDS RUNNERS IE �. 2. DAMPER SHALL BE CONSTRUCTED % ' �� w I' c � OPENINGS FOR ELECTRICAL OUTLET BOXES SHALL BE NO �• -/����/�� __ � `��"1 �� DEEP LEG TOP TRACK WITH �' CAVITY: GLASS FIBER BATT INSULATION :- •• ` CAVIT cAS - ER BATT INSULATION TESTED AND INSTALLED IN ACCORDANCE MORE THAN 16 SQ.IN. AND THE AGGREGATE AREA OF ALL �!' ;" i , >.. �� 1 '` ,.; ;;�,,,i��. . EXISTING SILL (TYP.) I 1-#8 METAL SCREW EACH HEAD: IS/- OR 23/- GA-WPI072-GENERIC WITH U.L. STANDARDS 555 $ 5555. /i ., i BOXES SHALL NOT EXCEED 100 SQ.IN. FOR ANY 100 SQ.FT. 4;. ,,f iii , I >.:.: SIDE SILL: 15/- (SIM.) S L: I 3. ELECTRIC OPERATOR SHALL CARRY ALL COMMUNICATION OUTLETS SHALL BE PROVIDE WITH ���;��� BOTTOM TRACK11111.1 COPE FLANGES OF ONE TOP STATE FIRE MARSHAL LISTING NO. ELECTRICAL BOXES AND CONDUIT. SECTION A-AOn JOINTS STAGGERED 24" ON OPPOSITE SIDES. % TS STAGGERED 24" ON OPPOSITE SIDES. TRACK AND LAP WEB OF D �AI FIRE/SMOKE DAMPER DETAIL / DEVICE BOX IN FIRE RATED PART. /� PARTITION AT EXTERIOR GLASS PERPENDICULAR TRACK, TOP TRACK DETAIL FOR NON-RATED TYPED' - SLAB HIGH TYPE 'A-i' - GRID HIGH PART-0251-113C N.T.S. PART-0005 PLAN SECTION I-1/2"=1'-0" 2 " FRMG-0101 N.T.S. 2 (TYP) HD-0103 AND FIRE-RATED PARTITION 3"=1'-0" 1 ONE-HOUR/ NON-BEARING D NON-COMBUSTIBLE/ NON-BEARING A �" v ONE LAYER " GYPSUM BOARD �- ONE LAYER g" TYPE 'X' GYPSUM BOARD le' ACOUSTICAL PARTITION VERTICAL MULLION 2-#l0 5M5 (TIP) A NILTI CP 777 SPEED PLUGS i�P I ( GLAZING SYSTEM HILTI CP %7 SPEED STRIPS APPLIED PARALLEL TO EXPOSED SIDE �� ., . APPLIED PARALLEL TO EACH SIDE - � , il • • CONTINUOUS SOUND 2-I/2 x 20GA SHEET METAL STUDS @ 24 O.C. Y 3-5/8 SHEET METAL STUDS @ 24 O.C. '� ATTENUATION INSULATION WALL/ MULLION TYP. TOP TRACK CORNER JOINT C MTL STUD FRAMING :�'� ( / .' /:�•__-_ °! �s : WA A I" ��TYPE 'S' DRYWALL SCREWS 8"0.C. @ EDGES µ ` Ill TYPE 'S' N0. 8 DRYWALL SCREWS l SEAL w/ACOUSTICAL SEALANT U.O.N.) fir- - _ GYP LL ASSEMBLY 12 O.C. @ INTERMEDIATE STUDS; BRACE @ EA. 8 O.C. @ VERTICAL JOINTS, 12 O.C. TOP/ BOTTOM METAL STUD, PER :CBO A/ E RUNNERS +t FIELD STUDS b r e r e t o n .VA: �� �� DO NOT ATTACH PARTITION PFC-5557 =--'' HILTI CP 672 SPEED UNSUPPORTED END $ @ 6 0 O.C. •�: Pe METAL DUCT 24"x28° MAX., MOLDABLE ACOUSTICAL PUTTY TO EXTERIOR MULLION USE / �-_---- ` _ SPRAY OUTER COAT CAVITY: VOID CAVITY: GLASS FIBER BATT INSULATION ;:: r.; .. 24 GAGE THICKNESS PADS. WRAPPED AROUND I ADHESIVE TAPE ONLY _ GA-11P1072-GENERIC, SIM �� •''' , - !: HILTI 777 SPEEDPLUGS HEAD: I4/- HEAD: Iq/ G G , v �M = '`- LT CP PLG OUTLET; PRESS TIGHT TO • ``��',,-.-�r.`��`~•'-... • •._,-'�,- SILL: 15/- • "� SILL: 20/- 45-4q SIC PAINT EXPOSED END VISIBLE >A FRICTION FITTED TO I• OPENING FRAMED OUT WITH �� SEAL ALL AROUND BOX ' THRU WINDOW TO BLACK, ELEVATION COMPLETELY FILL FLUTE, � JOINTS STAGGERED 24" ON OPPOSITE SIDES. LIGHTGAGE STUDS �, �d>_� F I �' I 909 Montgomery St., Suite 260 herr ► PRIOR TO INSTALLATION A FLUSH W/ BOTH SIDES l 'F' DEMISING PARTITION 2' APPLY MIN 1/8" THICK I TYPE - FURRING PARTITION FTYPE 'B' - SLAB HEIGHT San Francisco, California 94133 �A BOX IN ACOUSTICAL PARTITION A "�""�' WET HILTI CP 672 SPEED NON-COMBUSTIBLE/ NON-BEARING NON-COMBUSTIBLE/ NON-BEARING B T 415 546 1212 brereton.com `� FASTEN STEEL ANGLE DOES EXTRUDED ALUMINUM, �., : :. . . �. ;:,;: . -7 (WET) '-' 1 I `'' NOT HAVE TO BE FASTENED ' ONE OR TWO-HOUR RATED TAPEABLE CAP TRACK fir- SPRAY TO BOTH SIDES u ONE LAYER g" TYPE 'X' GYPSUM BOARD �- ONE LAYER R" TYPE 'X' GYPSUM BOARD I PARTITION CONNECTION HEADER ACl".: �� . : Stamp _ _ I TO THE WALL ASSEMBLY _/ 0 __ _ i-__-_ li HILTI CP 767 SPEED APPLIED PARALLEL TO EACH SIDE ,` . APPLIED PARALLEL TO EACH SIDE t. " u n u ))))}I I ;41.„41-----rigli WIRING SHALL BIN CONDUIT REINFORCING TAPE FLOAT �� 1STRIPS COMPRESSED 33% 2-I/2 x 2OGA. SHEET M STUDS C' O.C. ' 3-5/8SHEETMETALST - @24 O.0 MOLDABLEINTUMESCENTFIRE OUTSMOOTH #8 SMS WA SIDE �1� � . AND INSERT INTO JOINT I" TYPE 'S' N0. 8 R " �_< I" TYPE 'S' N0. 8 �•CR islFIRESTDP SEALANT 5/8" NOTE: RATED PUTTY PAD; COVER 1 �� �ARTITION AS SCHEDULED STEEL BOTTOM TRACK 2 f- DEFLECTION TRACK 8 O.C. @ VERT CA I.C.• CTOP/ BOTTOM 8 O.C. @VERT CA P.C. TOP/ BOTTOM AI��, MIN. DEPTH FOR I-NR. AND ALL 5 BACK SIDES OF BOX; RUNNERS IE P. RUNNERS IE P. `S �' „ FIRE-RATED Al, FASTENERS PER TRACK MTL STUD C' Z 1-I/4 MIN. DEPTH FOR COMPRESS ONTO BOX .. COMPRESSED CLOSED CELL ' �' : CAVIT : NID �. ':; CAVIT : NAS • :ER BATT INSULATION 2-HR. FIRE RATED PUTTY ' CONDUIT LAP PAD EDGES MIN GYP WALL ASSEMBLY AS MICHAEL J. PAD SHALL "" NEOPRENE GASKET, CONT. IA SECTION A-A �' ': :: GASTRO ,__`___1))))� ( , PARTITION BE ICC """ ONTO BACK OF GYP. BD. SCHEDULED . I- GA-41P1072-GENERIC SIM NOTE: R,IN •i' 2 ENT: 24/- �� :' S L: • - 45-4q SIC • _ : FIRE-RATED SEALANT ALL6 1211111M I. PARTITION SHOWN AS I-1-1R F.R.; JOINT DETAIL AT 2-HR USan Francisco, PARTITION ASSEMBLY I-NR. APPROVED NOTE: MAINTAIN NEOPRENE VERICALLY AT ALL CONDITIONS a_ - 5 Lic.#5464 ' ' .\ 1 OPENING, ICC APPROVED - - 2n- •`. 14' F.R ASSEMBLY SIMILAR P BI • TS STAGGERED 24 ON OPPOSITE SIDES. 0 I I OR 2-HR. AS NOTED AND U.L. WHERE PARTITION MEETS ALUMINUM WINDOW SYSTEM. JOINT •• . 2. T.0 PARTITION SIMILAR AT UNDERSIDE OF SPRAY-ON F.P., , , LISTED COMPOUND ALL GYPSUM BOARD TO GYPSUM BOARD MA TYPE P - PARTIAL HEIGHT PARTITION 10/25/2017 :: :� WHERE OCCURS MIN. 5/16" TO MAX. 1 3/4" THK. MONOKOTE ■ ■ - ■ TYPE B-1 - 6 ABOVE SUSPENDED CEILING 1 �0F' Q SECTION A-A BOX IN RATED PARTITION B CONDITIONS. BASE @SPANS 0 TO 4 -0 F� F.P. AT NEWAPPLICATIONS NON-COMBUSTIBLE / NON-BEARING P NON-COMBUSTIBLE/ NON-BEARING B / METAL DUCT THROUGH 1 -HR OR 2-HR DEVICE BOX IN ACOUSTICAL AND PARTITION AT EXTERIOR MULLION HEADER, SILL, & BASE CONNECTIONS T.O WALL JT AT 1 OR 2 HR F.R PART - ALT 1 Exp: 1201/20 32 27 2217 p� 12 PARTITION HEIGHT LIMIT TABLE - INTERIOR NON-LOAD BEARING PART-0250 GYPSUM WALL ASSSEMBLY 3"H1-0" PART-0004 FIRE-RATED PARTITION ►-I/2 -1 -o GLZG 0101 6 -► -o TRCK-0102 TO JAMB STUDS NO SCALE Aq-part-hd-perprp-plug UL NO HW-D-0087/HW-D-0154 3 -I -o J si5>A _ ° . STUD DEFLECTION MAXIMUM I. TABLE 15 BASED ON 5 PSF LATERAL PRESSURE. Consultant (E) COMPOSITE FLOOR EXISTING METAL DECK A Ili! EXISTING METAL DECK WITH ° ° w/CONCRETE FLOOR ABOVE Vii__ ° • d ° HILTI CP 606 FLEXIBLE WIDTH GAUGE REF. NO. SPACING unur HEIGHT 2. DEFLECTION LIMIT 1/120 FOR GYPSUM BOARD FINISH. ,• , DECK, 2-NR. CONSTRUCTION ° °.� a;�"fes ; FIRESTOP SEALANT DEFLECTION IMI v FOR HI STRENGTH GYPSUM FINISH z��>s SPRAY FIREPROOFING s<:'��r;�`�. r.,,,,.. DEfLE T LIMIT 240 GH G 33.4 WITH FIRE PROOFING ° ° ° �- %s'�'•• I " 25 1625125 24" O.C. 1/120 q'-q" > 4EFLECTION LIMIT 1/360 FOR CERAMIC TILE FINISH. 32/Aq.l a (E) FIREPROOFING, V.I.F.V1F :.:.; /•<��,: \ (E) SUPPLY AIR DUCT 24 SCRAPEEFIREPROOFING FOR -'�'� /�� ` 25 2505125 24° D.C. 1/120 II'-lo" y .•.• • , . , . \ 4 ;...,, __ .r:�„�,. 2 u 3, STEEL STUD INDUSTRY DESIGNATOR: (EXAMPLE 2605125) y yy5 1 -....,: -, . 'P 'M ; - r ( �, GAGE, MIN. a DIRECTMETALTOMETAL ..s�..�s�,�.�.�s�,�s�..�s�..�•,,;,;_. 20 2505125 " 1/120 I �_Q� 350 MEMBER WEB DEPTH IN IOOTHS OF AN INCH, 250-2.5 INCHES (88.�nm) • ,r sy Y" - 12/Aq.l SIM. % 'sa �� MTL. STUD FRAMING 24 O.C. 4 = �y / DECK CONTACT; REINSTATE = j . ,.•:, •..,, .� :, r 1„ s TYPE of MEMBER, S=STUD ..._... .ri �' - _ ;� NO FIRE/SMOKE DAMPER IS 4 - ° ;. :,, _:. ...; :, •, : - ;:, 32 25 3625125 24" O.C. 1/120 I3'-q' 125 = MEMBER FLANGE WIDTH IN 100TH5 OF AN INCH, 125=1.25 INCHES (32mm) A. /1) • , • ..‘ • . , . ._1J • - , ■ COPE GYPSUM BOARD TO ` �` ■ ° ° FIRE RATING WITH RETRO - _ _ -��- �3""` F' REQUIRED IN DUCTWORK _ ..;:, ; _...ry ; : , =. .r. • OR 20 GAUGE MEMBER BASE METAL THICKNESS IN MILLS, 33 00312 INCHES I EXISTING STRUCTURE AND �� ��� 1 ��� ��� 1 1 _4):c4 GUARD REPLACEMENT FIRE '` �, 3 " 20 3625125 24" D.C. 1/120 17'-ID" 25 GAUGE = MEMBER BASE METAL THICKNESS IN MILLS, 18=0.0455 INCHES 51 CE T ERE RE 0 ' � x PROOFING #q23-02-04 AS A G P. WALL ASSEMBLY FIREPROOFING AS SHOWN IN R/'�' SUPPLY AIR DUCT ^ 'CASTLE-CUT' GYP. 4" 20 4005125 24" O.C. 1/360 14'-5" ® ILII ; 6„ REFERENCE DETAIL _-_ ;/,• _ _ _ _-_ OPENINGS INTO THE REQUIRE OR EQUAL ELEVATION BD �'�' SECTION A-A I i CORRIDOR LOW VELOCITY POWDER • I. INFORMATION CONTAINED HERE-IN IS BASED UPON STRUCTURAL VALUES OBTAINED FROM IBC STEEL STUD MANUFACTURER'S I , MAX. /, / ACTUATED FASTENER TWO -.5j8�. jN �� ASSOCIATION "PRODUCT TECHNICAL INFORMATION" CATALOGUE THE GYPSUM ASSOCIATION'S "FIRE RESISTANCE DESIGN MANUAL, gCID GYPSUM WALL ASSEMBLY: UL CLASSIFIED U300 OR U400 I I/� 31/Aq.l SUSPENDED CEILING �� or �SERIES: .�I� '4 ;/ P PER CLIP ANGLE `I =__ . _'�` _ ____ MIN. 5/8 DEPTH NILTI CPGA-600" TABLES VI 4 VII AND INDIVIDUAL PRODUCT MANUFACTURERS CALLED OUT BY NAME IN THESE DRAWINGS. THE MOST i • , �� .4 FIRE/SMOKE DAMPER AT ;%'� �%''� 606 FLEXIBLE FIRESTDP '33.2 5TUD5: STEEL 5TUD5 TO BE 2 "MIN. I SLOTTED TOP TRACK ; 1/ RETURN-AIR OPENING oLIMITING STRUCTURAL DESIGN CRITERIA IS SHOWN. ALL LIGHT GAUGE FRAMING SHALL CONFORM WITH REPORT, METAL STUD .� , / - - - _ 3-#8 EA END OF BRACE SEALANT MANUFACTURERS ASSOCIATION (MSMA) GYPSUM ASSOCIATION (G.A.) AND INDIVIDUAL PRODUCT MFGRS. SPECIFICATIONS 4 " , _ �---J- ' (TYP.) `� ____ EXTEND GYP. BD. AT ' '® PENETRATING: L1__ _ _1J _` 12GA CLIP ANGLE RECOMMENDATIONS. " r __ -iiT , / NON-COMBUSTIBLE RETURN _ '' - �� FLUTE, "CASTLE CUT" A) 20 MAX. SPIRAL SHEET METAL DUCT 24GA. MIN. = \ 2OGA MIN TOP TRACK„ � ;/ AIR PLENUM THROUGHOUTB) 12 MAX. DIA. SHEET METAL DUCT 28GA. MIN (I-HR. r� =" 2�" x 20GA MTL STUD ,' DEFLECTION TRACK 2. EQUIVALENT PRODUCTS OF MANUFACTURERS MAY BE SUBMITTED TD THE ARCHITECT/ENGINEER FOR SUBSTITUTION APPROVAL. FRAME PARTITION TIGHT / �/ TENANT SPACE AND , ,RATED). TO STRUCTURE AS SHOWN. ' ' '= BRACING AT 48" O.0 MAX. 1� SUBMITTALS MUST BE ACCOMPANIED WITH THE INDIVIDUAL PRODUCT ICC EVALUATION REPORT, APPROPRIATE DOCUMENTATION / rCORRIDOR (TYP.) ;, , � , MTL. STUDAND STRUCTURAL CALCULATIONS TO DEMONSTRATE COMPLIANCE WITH SEISMIC ZONE B DESIGN CRITERIA. 33.4 FIRESTDP SEALANT: CANTILEVER FRAMING AS D ii ' n `'` STAGGER DIRECTIONA) a" DEPTH, FOR A I-HR. FIRE-RATED. j / TYPICAL 1-HR. PARTITION I I 1 I = � SECTION A-A GYP. WALL ASSEMBLY AS REQUIRED ADJ. / / ADJ- FULL NEIGNT, EACH SIDE I �_CEILING WHERE OCCURS SCHEDULED 3. PARTITIONS TYPES ARE SHOWN ON THE CONSTRUCTION PLAN A2.I. STUD WIDTH AND GAUGE DEPEND UPON THE DEFLECTION AND B) I4" DEPTH, FORA 2-HR. FIRE-RATED. `� SPACE CORRIDOR /SPACE OF CORRIDOR, SEE ) REFERENCE R.C.P FOR NOTE: HEIGHT LIMITATIONS SHOWN IN THE TABLE ABOVE. LIMITING HEIGHTS MAY BE OBTAINED BY USING DEEPER STUDS OR BY USING ® FIRESTOP SEALANT: -"MIN. DEAD HIGH PERFORMANCE SCHEDULE v CEILING SPECIFICATIONS. I. PARTITION SHOWN AS I-HR F.R.; JOINT DETAIL AT 2-HR HEAVIER GAUGE STUDS. WHEREVER POSSIBLE, USE 21" WIDE SHEET METAL STUDS, U.O.N. INTUMESCENT FIRESTOP SEALANT. F.R ASSEMBLY SIMILAR (E) COMPOSITE DECK OR PARTITION, SEE SCHEDULE 2. T.0 PARTITION SIMILAR AT UNDERSIDE OF SPRAY-ON F.P. NOTE: 212"�DIA. MAX. OPENING AND I2"MAX. SPACE. SLAB-ON-GRADE WHERE OCCURS MIN. 5/I6" TO MAX. 1 3/4" THK. MONOKOTE' 4. AT RATED AND PLUMBING PARTITIONS, USE 3-5/8" STUDS, MIN. F.P. AT NEWAPPLICATIONS „ 5. ALL GRID HIGH AND SLAB HIGH PARTITIONS, SHALL BE CONSTRUCTED AS REQUIRED FOR I-HOUR FIRE RATING. SPIRAL DUCT THROUGH 1 -HR. OR 2-HR 33 RATED PARTITION @EXISTING BEAM 2 $ 1 -HOUR CORRIDOR CONSTRUCTION 23HEAD DETAIL FOR 6 ABOVE CEILING -� 8 T.O. WALL JT. AT 1 OR 2 HR. F.R. PART. - ALT. 2 1 3 PART-0275 GYPSUM WALL ASSEMBLY 3/4"=I'-O" PART-00% N.T.S. PART-000I (TYPICAL) 1/4"=1'-0" PART-I0002 PARTITION 3"=1'-0" A9-part-hd-perp-jt UL NO. HW-D-0324 311=11-0" 6. ALL PARTITIONS SHALL HAVE GYPSUM BOARD ON BOTH SIDES, U.O.N. J 0j A - I� (E) ADJACENT CORE, a ° " SCRAPE FIREPROOFING FOR a . ° •J EXISTING METAL DECK 7 TOP TRACKS SHALL BE DEEP LEG TRACKS, 1-1/2" MINIMUM FLANGES, SAME GAUGE AND WIDTH AS STUDS, U.O.N. Issue/Revision: WHERE OCCURS TYP. DIRECT METAL TO METALa m 34.2 rte: �- , o .m o a 4 o 4 ° o w/CONCRETE FLOOR ABOVE Pro No. . • ,4`AAP=' 'Zb ' '' ' `` I 8. BOTTOM TRACKS SHALL BE SAME GAUGE AND DEPTH AS THE STUDS. No. Date. Description DECK CONTACT ri t' 4 a • (E) FIREPROOFING, VIE.F A '� 4 r (E) FIREPROOFING, V.I.F. d ° l- f' � ; I �`\ " a ° SCRAPE FIREPROOFING FOR i , , PLAN SECTION 6I-0" O.0 MAX. 8 �, ° n ° ° ° ° 32453.00 ISSUE FOR REVIEW 011111111111111111.11111111 1 i / /f1AX lY: ° / REINSTATE FIRE RESISTIVE a DIRECT METAL TO METAL q• UP-SIZED STUDS MAY BE SUBSTITUTED FOR LOWER VALUE STUDS, U.O.N. O 2gSEP17 ,. M r ♦ o DECK CONTACT; REINSTATE ' C11N.,. MATERIAL TO THICKNESS .. 32453.00 "ISSUE FOR PERMIT_.) 2'-+D" rm. / z n EXTRUDED ALUMINU °° AND DENSITY TO MATCH °° FIRE RATING WITH RETROr � # � r .., / .,, APPROVED MATERIALS AND MANUFACTURERSRF LESS CgNTACT p cri v wp TAPABLE TOP TRA' K• TAPE PI 1 1-� EXISTING MATERIALS i �• GUARD REPLACEMENT FIRE 040CTI7 1 34.3 i.Willa ;at: EIIIGINEER OF RECORD =_a I i- z w z0 = BLIND FINISH TO ► ATCH _,: '� #8 METAL SCREW EA. SIDE , x PROOFING #q23-02-04 AS CSI NO. ITEM ICC ER# DATE CSI NO. ICC ER# DATE q SECTION A-A I o w o z = z U PARTITION - ' $SEE 4/- FOR , REQUIRED OR EQUAL a WALL ASSEI`113LY: - crl - V w p 3 0 w I LOW VELOCITY POWDER 12GA CLIP ANGLE STUDS - STEEL ER-2620 0q-01-01 INSULATION - FIRE RESISTIVE ESR-1061 05-01-I1 O }- rk = 2-1/2" x 2-I/2" 3/I6" _;: I „ APPROVED STEEL STUD MANUFACTURERS ASSOCIATION OWENS CORNING - INSULATION FR . A) STUDS: FRAME ALL SIDES. SEE PLAN FOR YPE, PER ICC ,--L, -� - �- c� :;v , ACTUATED FASTENER @ 24 LOW VELOCITY POWDER CEMCO DIETRICH AND 12 OTHER ASSEMBLIES }- Ln STEEL ANGLE TIFFENERS MATERIALS r ER-5050 AND ER-1632. ( I L,__, ,_, ( B/_ 1 t Q �\ ; O.0 4 WITHIN q" OF ENDS ACTUATED FASTENER, TWO MANUFACTURERS CONSULT ES REPORT FOR ' B) WALLBOARD, GYPSUM: MAXIMUM DIAMETER OF OPENING ` J I MIN 2 PINS TRACK PER CLIP ANGLE ALL MFGRS. IS 10"�. .`1. \ �� _ ` . z.lzQ CONTINUOU WELD 1FIRE SEALANT 4 SAFING INSULATION CD THROUGH - PENETRATE: m ' N cwn w = �� 3-#8 EA END OF BRACE TOP TRACK DEEP-LEG SLOTTED STEEL ESR-1042 02-01-II . _ SPECIFIED TECHNOLOGIES, INC.- SPECSEAL ER-4c176 II-OI-cn THE ANNULAR SPACE SHALL BE 00 MIN. TO I " MAX. -''�I I I 3/16" ST% L PLATE . ;:'.,� '' ��, 22" x 2OGA METAL STUD SLP-TRK BY SLIPTRACK SYSTEMS FIRE STOP A) STEEL PIPE OR CONDUIT: 4"0 DIA. MAX. FASTEN 0 FLOOR SLAB W/ 20GA MINLI). TOP TRACK BRACING AT 48" O.0 MAX., B COPPER TUBING OR COPPER PIPE: 3'10 DIA. MAX. , 3/8" E 'ANSION BOLTS :.' v--------,SUSPENDED ACOUSTICAL V- x ! STAGGER DIRECTION FASTENERS - LOW/VELOCITY POWDER ESR-1530 0q-01-12 PASSIVE FIRE PROTECTION PARTNERS- E5R-2gg6 12-01-0q C) STEEL PIPE: 8'10 DIA. MAX. / , CEILING SYSTEM ���i��i���l iiiiiiiiiiiii ACTUATED PNEUMATICALLY DRIVEN THROUGH-PENETRATION FIRESTOP SYSTEMS `-' CEILING WHERE OCCURS PROVIDE 20 GA BENT MIN. ' �♦ - i BLUE POINT POWDER-ACTUATED FASTENERS AND FIRERESISTIVE JOINT SYSTEMS CID FILL, VOID OR CAVITY MATERIAL - SEALANT: 2BATT INSULATION END - '- ' -' - REFERENCE R.C.P FOR (0.145" DIAMETER) PLATE OR CUT FROM TYP. , , "MIN. OR I1"MAX. THICKNESS OF FILL MATERIAL. INSULATION r /1 *//1/-' 4' v NOT : , ABOVE SUSPENDED CEILING I I CEILING SPECIFICATIONS WR GRACE -MONOKUTE -INSULATION, FIRE E5R-1186 07-01-12 4 MATCHING METAL DECK (E) CORE 4" '0# B' ♦CE AT 6'-0" O.0 AND A7 :-; I PRIOR TO INSTALLATION PER IBC SECTION 70q.6, 70q.7, 714, SECTION BLN, MOUNTED DIA MAX TYP. / CH UNSUPPORTED END alitSYSTEM (WHERE I ` PARTITION TYPE [ OR Al ANCHORS - DRILLED PROOFING AND 712.3.1.2. UNDER INFILL ISOMETRIC Q •'ar SCHEDULED) SEE SCHEDULE SIMPSON STRONG TIE STRONG BOLT WEDGE E5R-1771 0q-01-II L ' OWENS CORNING - THERMAPINK E5R-2801 03-01-12 NOTE: FIRESTOP PER ASTM E-814 OR UL I47q PLAN VIEW A (^�/ *SEE 4/- FOR APPROVED MATERIALS ANCHOR SLEEVE PENETRATION OF RTD./ J REINFORCEMENTC NON-RATED HEAD HEAD DETAIL FOR GRID HEIGHT POWERS WEDGE BOLT AND SCREW ANCHOR ESR-2526 07-01-12 • PART-0101 ACOUSTICAL PARTITION 3"=1'-0" 34 ,I J 1-1/2"=1'-0" HD-0101 3"=I'-O" 19 PART-10003 PARTITION 3"=1'-0" 14 Copyright Statement: I. TYPICAL FLOOR CONSTRUCTION 15 2-1/2 CONCRETE FILL All drawings and written material appearing herein A ® OVER 2" METAL DECK VERIFY ALL DIMENSIONS, �� PARTITION TYPICAL SEE constitute original and unpublished original work of the IPt---.\ SEE 4/- FOR APPROVED MATERIALS ' ' ' ® PENETRATION SIZES AND EXISTING CONDITIONS PRIOR TO EXTRUDED ALUMINUM i i i 1 i PLAN FOR TYPE, SEE architect and may not en duplicated, used,or disclosed without prior written consent of the architect. ! id ® - CONSTRUCTION 1 iI TAPEABLE TOP TRACK ' ' PARTITION SCHEDULE FOR Approval Signature: /:,--,4`e,,Atis-,',i,,t , ,, �.• �' ' I , PARTITION AS SCHEDULED„xi�' i 2. CORE INFILL DETAILS APPLY ATO ISOLATED CORES ONLY ii . FINISH TO MATCH '::`��►A , : \v� CONSTRUCTION 18A/20A/Aq.2 / WHERE CORE SPACING DOESN'T MEET MIN SPACING SHOWN INIq/Aq.l � . ° , SII PARTITION w� _ 20GA MIN BOTTOM TRACK •� �• _ i_. ' / 4. DETAIL ABOVE, CONTACT ENGINEER OF RECORD M1:� ♦ • -y �J LI:1111141 LOW VELOCITY POWDER} ° i ° BLIND WITH JOINT ,-' - FILL CAVITY WITH BATT II r Co/Title: Date: il -,-,-,K_ ,%, r a ' ' - •1 INSULATION ACTUATED FASTENER @ 24 t FILL IN CORE HOLES COMPOUND ,�� I, � AMP�E ' 35.4 W/NON-SHRINK ! O.0 WITHIN q OF ENDS �18A/20A/Aq.2) bT J Framing r r r / ° ° AII' .. ° #8 METAL SCREW EACH PNCC k NGSi DURWSIDE MIN 2 PINS TRACK- Dry 1 GROUT W/SIKA-->' � p �- ER 170/Aq.l SIM. Details • . 32 HIGH MOD 1III ' .i' ° 4 a , ° V - --I i,-- --t�-L 1 1 '} T,�-- �- -------�` ® ♦ .• • . • 4 w T170/Aq.l SIM. byA . . Ir BONDING AGENT �� `= � 20GA MIN BOTTOM TRACK °. o �17D/Aq.l� I ?� SECTION A-A ..----- `r= • = INSTALL PER MFR'S FLAT CAP END B • SECTION A-A A '� Z i, -;-� / �� \ I D q.l C c - �. % /'�_ ' 'I _ FLOORING AND BASE, SEE o w �188/20B/Aq.2� „ /\ / • _ I� 17 /A ® FLOOR ASSEMBLY: 5"MIN. THICK REINFORCED CONCRETE. -__- -:= SPECIFICATIONS o Lu :a::, :,}k' - ;<:: POWDER DRIVEN SUSPENDED a LOWER VELOCITY POWDER " CHAMFER AND POLISH EDGE NOTE: ALL GLAZING WITH A BOTTOM RUN STUDS TO STRUCTURE DOOR SCHEDULE I HARDWARE GROUPS INTERIOR O F F I C E CEILING ANCHOR ° a ACTUATED FASTENER, 0.145 EDGE I 6 A.F.F OR LESS OR WITHIN ABOVE @ ODOR WINDOW G ° 4. a DIA., I-I/4" PENETRATION 24" OF EITHER EDGE F A DOOR SMALL JAMBS. DIAGONALLY BRACE ij (______________ TOOLED CLEAR SILICO BE TEMPERED OR SAFETY GLASS. DOOR DESIGNATION OPENING DOOR FRAME HARD GROUP NUMBER MANUFACTURER RENOVATION BENT MTL. ANGLE 4 ° ° �� VERIFY TEMPERED GLASS WORKS WITH PERPENDICULAR TO WALL WARE EXISTING FIREPROOFING I WIDTH AS REQUIRE► BY SIZE PROJECT SCHEDULE IF NOT PROVIDE DIRECTION AT HINGE LATCH NO. LOCATION WIDTH HEIGHT RATING TYPE CORE FINISH MAIL TYPE DETAIL FINISH GRP. REMARKS NOTE: BUILDING STANDARD HARDWARE FINISH: T I / 8" MAX. FROM WALL. ° ►�'�: a REINSTATE FIREPROOFING �� OF GLASS LAMINATED SAFETY GLASS. JAMB $ AT GLAZING AT 4'-0" 200 ENTRY 3'-0" 8'-0" 20MIN A SC BS ALUM 2 18/- BS ; • Ye: .a � CONTINUOUSIIII--��� � , O.C.I �- �� �- �� CONDUIT W/ 12 GA WIRE lku - SHEET METAL STRAP, 25 THICKNESS REQUIRED 1/4" % 200A STORAGE 3'-0" 81-0" NR A SC 65 ALUM I 18/- BS B m® GROUP A: STANDARD SINGLE DOOR PASSAGE LATCHSET INSIDE, 3 FULL TWISTS �� GAGE x I-I/2" WIDE FOR 3'-O" DTI-I, TYPICAL; 202 CLOSET 3'-O" 8'-0" NR A SC 55 ALUM I 18/- BS A 2 PAIR BUTTS BUILDING STANDARD BUILDING STANDARD @GRID RUNNER, SEE ill Alit" FO' FULL HEIGHT OVER 204 TELCOM '-0" '- " NR A SC BS ALUM 1 IS/- BS 1 LATCNSET BUILDING STANDARD BUILDING STANDARD 3 8 0 C DETAIL #27 FOR DIAMETERPI MAXIMUM LOAD: 50 LBS. ' ' . DTH TYPICAL ���® 1 STOP BUILDING STANDARD BUILDING STANDARD NS, SUSPENDED 207 CONFERENCE 3'-0" 8'-0" NR A SC BS ALUM 2 I8/- BS q 4,70„..4 ►A FOR CONr IT A ��HVAC METAL SUSPENSION STRAP :: :::: : '. '4 CEILING3 SILENCERS BUILDING STANDARD BUILDING STANDARD � a. �° 208 PHONE ROOM 3'-0" 8'-0" NR A SC BS ALUM 2 18/- BS q giNiP" SAFETY GLASS " " ° ° . - g" • UTSIDE CORNER A :: :,:::..:. ' II., • , I,:: . q PHONE ROOM 3 0 8 0 NR A B ALUM 2 BSA GROUP B: STANDARD SINGLE DOOR STORAGE LOCKSET lei. 45 TYP. DIA. BOLT-ROD COUPLING �/ • ° >`:. 18C/20C 2I2A BREAKROOM 3'-0" 8'-0" NR A SC B5 ALUM 2 18/- BS C 000 2 PAIR BUTTS BUILDING STANDARD BUILDING STANDARD f ALL WIRES a. a DRILLED ANCHOR, TORQUE :, �� �� a •' AS SPECIFIED BY MFGR. WIDTH AS REQUIRED BY SIZE i 21/_ 2I2B BREAKROOM 3'-0" 81-0" NR A SC BS ALUM 2 18/- BS A 1 LOCKSET BUILDING STANDARD BUILDING STANDARD 1\11•ft..- ° I i �/ �/ �� �� 18/- I STOP BUILDING STANDARD UI IN STANDARD r 4 • OF GLASS / 213 HALL 3'-0" 81-0" NR A SC B5 ALUM 2 B5 C 000 B LD G BUILDING G 16083 SW UPPER BOONES FERRY RE MAIN RUNNER a MIN. _' BUTT. GLAZE 214 CONFERENCE 3'_0" 8'-O" NR A SC BS ALUM 2 18/- 55 3 SILENCERS BUILDING STANDARD BUILDING STANDARD \II/ EXISTING FIREPROOFING SILICONE, A Suite 200 VIS . , CLEAR 217 FILE ROOM 3'-0" 8'-0" NR A SC B5 ALUM 1 18/- BS g �® TIGARD OR 97224 2" MAX., TYP. °c•i \ , 7. ALUMINUM OR 218 ENTRY 3'-0" 8'-0" 20MIN A SC BS ALUM 2 IS/- BS GROUP C: STANDARD SINGLE DOOR WITH ELECTRIC LOCKSET REINSTATE FIREPROOFING D ��0 AND CARD READER (FAIL-SAFE) NOTE: GRID BRACING ASSEMBLY i" CONTINUOUS TOOLED CLEAR SILICONE - HOLLOW 237A CONFERENCE 3'-O" 8'-O" NR A SC 55 ALUM 2 18/- B5 A y METAL FRAME „ I-1/2 PAIR BUTTS BUILDING STANDARD BUILDING STANDARD 12'-0" X 12'-0" MAX. EACH It J CHAMFER AND POLISH EDGES 2378 CONFERENCE 3'-0" 8 -D NR A SC B5 ALUM 2 18/- BS A 1/2 PAIR BUTTS BUILDING STANDARD BUILDING STANDARD DIRECTION; USE 12 GA. MAXIMUM LOAD: 700 LBS. GYP. BD. 240 PHONE ROOM 3'-0" 8'-0" NR A SC 55 ALUM 2 IS/- BS A (185/206}- I CLOSER BUILDING STANDARD BUILDING STANDARD WIRES (TYP.) FOR BRACING SECTION ELEVVATIONVINYL BASE 241 ENTRY 3'-0" 8'-O" 20MIN A SC BS ALUM 2 18/- BS D 000 I LOCKSET BUILDING STANDARD BUILDING STANDARD THREADED ROD DRILLED ANCHOR B TYPICAL BUTT GLAZING B -{IBA/20A)(I8D/200}-- 11=1) 243 CONFERENCE 3'-0" 8'-0" NR A SC BS ALUM 2 18/- BS A I STOP BUILDING STANDARD BUILDING STANDARD STANDARD COMPRESSION STRUT 3 -� SUSPENSION STRAP & DRILLED 26 GLAZING JOINTS w/SILICONE 2 1 DOOR/ SIDELEGHT FRAME -� 6 244 CONFERENCE 3'-0" 8'-0" NR A SC B5 ALUM 2 18/- B5 • A I SMOKE GASKET BUILDING STANDARD BUILDING STANDARD 3"=1'-0" ANCHOR DETAIL 3"=1'-0" FULL SIZE 1/4"=1'-0" GROUP D: STANDARD 20 MIN. FIRE RATED SINGLE ENTRY - 45° TYP. ALL WIRES 5/8' GYP. BD. EACH SIDE DOOR WITH ELECTRIC LOCKSET AND CARD READER 4-12GA. SPLAY WIRES IN 4 0ill 0 DOOR - (FAIL-SAFE) DIRECTIONS j o I• _- I 20GA. SHT. MTL. STUD(S) I-I/2 PAIR BUTTS BUILDING STANDARD BUILDING STANDARD 1 0 CARPET I EACH SIDE OF DOOR JAMB. POWDER DRIVEN HANGER#4--- �J -- DBL STUDS WHERE REQUIRED 1/2 PAIR BUTTS BUILDING STANDARD BUILDING STANDARD WIRE FASTENER I CLOSER BUILDING STANDARD BUILDING STANDARD b r e r e t o n COMPLIANT REDUCER STRIP e EXTRUDED ALUMINUM CASING I LOCKSET BUILDING STANDARD BUILDING STANDARD BENT MTL. ANGLE HEIGHT IN FEET THIN WALL CONDUIT 3/4" CONDUIT COMPRESSION ��Mi �� " _ _ I STOP BUILDING STANDARD BUILDING STANDARD DIA. RIGID CONDUIT HEIGHT IN FEET l� a I SMOKE GASKET BUILDING STANDARD BUILDING STANDARD I STRUT w/I2GA. HANGER WIRE 11 ������� ; ��� RESILIENT FLOORING \ E L EXTRUDED ALUM, FRAME INSIDE, PASS THRU HOLE OF Mme`/r` MORTISED HINGE 4 CHANNEL, WRAP 3 TIMES 1/2" 4.36' 3.q2' REDUCER STRIP A REINFORCEMENT 909 Montgomery St., Suite 260 41i40II AROUND CONDUIT BTM 3/4" 5.83' 5.15' San Francisco, California 94133 \ "I- NOTE: HEAD PROFILE SIMILAR T 415 546 1212 brereton.com V I" 7.50' 6,53' CARPET AND PAD '''''111.� STL. TAB AFFIX TO SIDE OF GROUT JOINT DOOR JAMB SECTION A Stamp A �► CHANNEL; EXTEND TO SLIP 1-1/4" q.17 8.52 1 / , FLOOR TILE 00/ DOOR TYP. '�,- INSIDE AND ENGAGE TUBE 1-1/2" 10.8 q.q0 _ (TIP.) ='dD SETTING BED/ ADHESIVE/ �'� All FILL. j TWO-PIECE FRAME MORTISED Ahi _ --:. ... 1-1/2" COLD-ROLLED STL. ) ;- "�- �` a STRIKE REINFORCEMENT DOOR & HARDWARE NOTES `�� e� CHANNEL is' CONC. FLOOR _ �I �- 5/8" GYP. BD. CEILING ' ,` ' - 1 ` CHROME SCH U 1 MICHAEL J. POLISHED E L TER ,, EXTRUDED ALUMINUM CASING I. THIS HARDWARE SCHEDULE IS PROVIDED FOR GUIDANCE CASTRO 7/8" MTL. HAT CHANNEL STRIP OR "L" RETAINING - - :� ONLY. CONTRACTOR IS TO SUBMIT COMPLETE HARDWARE • San Francisco, • 2" MAX., TYP. ANGLE AT ALL UNSUPPORTED0 SCHEDULE FOR ARCHITECT'S REVIEW. tr) Lic.#54 �� NOTE: MATCH LAYOUT OF COMPRESSION STRUT $ SPLAY WIRES SIDES VINYL GASKET AND •tel, SHOWN FOR STD. SUSPENDED CEILING LAYOUT DETAIL EXCEPT TEMPERED GLASS, 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE 10/25/2017 EDF SPACING SHALL BE 8'-0" D.C. CARPET/ TILE JOINT B THICKNESS AS REQUIRED WITHOUT THE USE OF KEYS OR ANY SPECIAL KNOWLEDGE OR LATERAL STABILIZATION OF GYP. COMPRESSION STRUT SCHEDULE THRESHOLD DETAILS EFFORT. AS A MINIMUM, ALL EXIT DOORS AND FRAMES Exp: 1 31420 8 INTERMEDIATE DOOR/SIDELIGHT JAMB B SHALL BE 20-MINUTE RATED AND EQUIPPED WITH CLOSERS BD. CEILING 3/4"=1'-0" �� NO SCALE FULL SIZE �� UNLESS OTHERWISE NOTED. ALL CLOSERS SHALL CONFORM - 1/2" WOOD ASTRAGAL COVE' VINYL GASKET AND SPLAY WIRE 4'-0" 12'-O" 12'-0" 1 FACE OF WALL OR PARTITION TEMPERED GLASS, TO ADA AND LOCAL REGULATIONS. Consultant /--/ / WITH EASED EDGES> , _ THICKNESS AS REQUIRED _ U-CHANNEL _ '- -' EXTRUDED ALUMINUM CASING 3. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT .7;:,, ,- ll ` EXCEED FIVE POUNDS (5 LBS.) FOR INTERIOR AND EXTERIOR METALASTRAGAL AND FIFTEEN POUNDS 5 LBS.) FOR FIRE RATED CEILING JOIST 4- - �---�� X TYP. CEILING GRID 2I" ( . . DOORS. - 2 -- 2OGA. SHT. MTL. STUD(S); METAL WALL ANGLE - LATERAL CEILING BRACING: DBL. STUDS AT SIDELIGHTS - - 4. ALL DOORS DESIGNATED TO BE FIRE RATED SHALL BE I� - FOUR (4) DIAGONAL WIRES _ 1-- -1 LABELED AS REQUIRED BY CODE. VERIFY ALL EXISTING OVER 4 WIDE RATED DOOR HAVE PROPER RATING (AS NOTED) FOR DOOR, COMPOUND _ X AND COMPRESSION STRUT;>1C = I I, _____----- 5/8" SEE DETAIL 3I/Aq.2 TYP. -K,4 �� 5/8 GYP. BD. SHT. MTL. o M 1� I ,6 ' FRAME AND HARDWARE. N k - " +-i ° STUDS PERIMETER DETAIL A -\ REQUIRED AT 12'-0" D.C. I�! � SIDELIGHT @ JAMB (HEAD SIM) O 5. ALL DOORS, INCLUDING FIRE RATED DOORS, SHALL BE EACH WAY WITH FIRST AND INSTALLED WITH MINIMUM CLEARANCE ABOVE THRESHOLD OR o LAST POINTS WITHIN 4'-0" OF ►'I,► VINYL GASKET AND ABOVE FINISH FLOOR (1/4" MAXIMUM . BOTTOM CHORD OF BAR 1 TEMPERED GLASS, ) " JOIST �' EACH WALL /� THICKNESS AS REQUIRED XXNOTE: LATERAL BRACING IS NOT ACTIVE LEABBREVIATIONS 6. ALL DOOR AND THEIR FRAMES OPENING INTO A ONE-HOUR - WIRE TIE 0 _ �-EXTRUDED ALUMINUM CASING CORRIDOR SHALL BE LABELED 20-MINUTE ASSEMBLIES WITH REQUIRED AT INDEPENDENT CEILING ' PER FRAME TYPES ��� H-CHANNEL CEILING SPAN AREAS OF 144 SQ. FT. OR LESS; ' � ALUM ALUMINUM, EXTRUDED MC MINERAL CORE TG TEMPERED GLASS TIGHT FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES St-f ..--- v LOCATIONS SHOWN WITH DIAGONALS _' ►� BS BUILDING STANDARD MFA MILL FINISH ALUMINUM TS TRANSPARENT STAIN WITH SELF OR AUTOMATIC CLOSERS. �� GYPSUM CEILING FOR CLARITY; INSTALL WIRES IN CA CLEAR ANODIZED P-LAM PLASTIC LAMINATE TM TIMELY FRAME PLANE WITH RUNNER _ DBBA DARK BRONZE ANODIZED PG PAINT GRADE WA EXTRUDED ALUM, WHITE _ 7. INSTALL DOORS WITH ALL HARDWARE FITTINGS, CEILING SYSTEM SHALL 14 ALUMINUM SC SOLID CORE ANODIZED ACCESSORIES AND PARTITION REINFORCEMENT AS REQUIRED BE INSTALLED PER ASTM FOR CEILING AREAS 2,500 SQ.FT. OR - -� � - - _ HC HOLLOW CORE SGE SEMI-GLOSS ENAMEL WCF WATERBASED CLEAR FINISH FOR THE SPECIFIC INSTALLATION. PROVIDE ANY SPECIAL STANDARD C635 t a% LARGER, PROVIDE SEISMIC JOINT I IN AREA OF REMODEL CLIPS TO BREAK UP CEILING INTO _ FIRE-TREATED BLOCKING HCB HONEYCOMB 5L SPRAYED LACQUER WD WOOD ITEMS REQUIRED FOR CODE COMPLIANCE OR OPERATION AT AREAS LESS THAN 2,500 SQ.FT. SIDELIGHT @ SILL D HM HOLLOW METAL WG WIRE GLASS SPECIAL DOOR LOCATIONS. TYPICAL SECTION *, 8. ALL HARDWARE LOCKSETS AND LATCH SETS SHALL BE SUSPENDED GYPSUM CEILING DETAIL TYP. SUSPENDED CEILING LATERAL 1/16"=1'-0" ASTRAGAL COVER AT DOUBLE DOORS101ALUMINUM FRAME DETAILS LEVER STYLE TO COMPLY WITH ADA AND LOCAL N.T.S. 33 BRACING/COMPRESSION STRUT LAYOUT 28 ;COR-Col IN RATED OPENING FULL SCALE 6"=I'-0" 18 DOOR TYPES REGULATIONS. <.. 5/8" GYP. BD. EACH SIDE q. ALL DOORS MARKED (E) ARE EXISTING DOORS. Issue/Revision: I- 1 n - METAL STUD Proj. No. SUSPENDED CEILING 10. ALL DOOR CLOSERS SHALL BE MOUNTED INSIDE ROOM WITH No. Date: Description Sit / - - , - HOLLOW METAL FRAME PARALLEL ARM SO IT IS NOT VISIBLE FROM OUTSIDE. MAX. - - - 32453.00 ISSUE FOR REVIEW SHEET METAL RUNNER -1, 2" CLIP, (TIP.) O 32gSEP17 II. HARDWARE FINISHES SHALL BE BUILDING STANDARD EXCEPT �s- HANGER WIRE FASTEN TO GRID CONTINUOUS COORDINATOR; SPRAY TO MATCH DOOR FRAME. 32453.00 'ISSUE FOR PERMIT @ - PARTITION OVER DOOR LINE OF CEILING TILE AT © 040CT17 WALL DOOR HEAD \ 12. LOCKSET KEYWAY SHALL BE BUILDING STANDARD. MAIN It CROSS TEE y _ SUSPENDED ACOUSTICAL • - - -� 7 FLUSH PAIR / 13. ALL LOCKSETS TO BE KEYED SEPARATELY TO ONE TENANT . CEILIN TILE p '-- STUD EACH SIDE; ATTACH \\\ MASTER. LOCK PINNING TO BE COMPLETED BY BUILDING . IkAbX" . 4 , G �' BOTH TO RUNNERS TOP AND 1 VENDOR. COORDINATE KEYING WITH LIBERTY MUTUAL AND 0 BOTTOM BOTH SIDES • .:(1 I I DOOR JAMB SECTION (HEAD SIMILAR) PROPERTY MANAGEMENT. , @ II 2" METAL -� - DOOR (TYP.) - - 14. REUSE SALVAGED DOORS, FRAMES HARDWARE WHERE • J OA POSSIBLE, OTHERWISE PROVIDE (N) A5 SPECIFIED. FOR ` WALL ANGLE PREPARE DOOR FRAME LATCH EDGE OF DOOR NOTE: 3/4" PLYWOOD SHELF TYPE BACKING PLATE ttl (AT ,------ ,c-0141q/AcI-J) .•-•-• SEE STRUCT. CALCS FOR FOR ALL RESTROOM , / I. ALL CASEWORK TO CONFORM TO CUSTOM GRADE STANDARDS --Cif- WITH P-LAM ALL . v. L- TOP ONLY) ( i i NON-BEARING PARTITION II ACCESSORIES, SHELVES, AN INTERIOR OFFICE , \ 5/8iimiN. X /32° RAISED, UPPERCASE LETTERS, AS SET FORTH BY THE WOOD INSTITUTE (Ni.) 2. REFER TO PLANS, ELEVATIONS FOR LOCATIONS $ SPACING OF EXPOSED EDGES, SCRIBE TO THE WALL r, :1 , Ik- 1#10 FHIAIS AT 2'-0" 0.C. • Ill/ • J r-- SUPPORTING CABINETS III I III'EMI BOARDS WI DOORS, COUNTERS (W/0 BASE CABS RENOVATION l• . 1 : A BLACK SHELVES. Wig= '' lig .4 C 14/Aq.I ) 111.1.11116 BELOW) AND TALL CABINETS: 7 \ --, 6" < VARIES, SEE PLAN ;I- )1 1 / 2'-0" :1 IIAR 'Fir I 1 #I2 SELF-TAPPING FLAT SCREWS THRU WOOD BLOCK 2)/2" x 20 GA BRACING STUDS 2-1/2" MIN. 20 GAGE METAL \ ILO" ' I. ; ^ CONT. HDWD. CLEAT AT EACH STUD SUPPORTING STUD, 16" O.C. . 7 1 ___/ ' Ai / _ OVERHEAD CABINET 111111 70 GOILMAX ,E.k..F.F. 0 • TN 0 TYPE "A" 16 GA x 12" WIDE BACKING L , EXI _ . ____,, 1 7 1 1 PLATE ATTACHED WITH MIN. SUSPENDED CEILING I •ii 4811 MIN. A.F.F.,_ -*-- -*-- ' 1 0 , .: :. .: .: . - . . .. . . •. ••,, , . - • rismouti II l 1 (3) #12 SELF-TAPPING _ _ _ _ _ To % 3/4" PLYWOOD SHELF IAIFFH P-LAN ON TOP, - - o .X C-), 7N 111. . UPPER 1 . 16 GA. HORIZONTAL METAL - lit ti SCREWS TO EACH STUD (SPAN 3 STUDS MIN.); WT. CORRESPONDING HORIZONTAL FORMAT ALL EXIT SIGNS CABINET BLOCKING TRACK I ' - -I LIMIT = 50 LBS. MAX/STUD UNDER-SIDE 4 EDGE TN N- - 1/- j CONTRACTED GRADE II BRAILLE FLUSH LEFT WITHIN TENANT x- i I 2 III OR CENTERED, A MIN. in TO " MAX. SUITES SHALL BE KNAPE 4 VOGT 11187LL, SUPER HEAVY cm I COPE TO WALL N4 FOR UPPER CAB'S: ADD 16 DIRECTLY BELOW THE TACTILE CHARACTERS WHITE PLEXIGLASS DUTY BRACKETS WITH SINGLE MOLDED .6 ¢) 1 16 GA. x 6" TO 18" WIDE GA STUD HORIZONTAL PER CBC II3-703.3 W/ BLACK LETTERS NYLON CAN LOCK LEVER 17-: < IX NOSING BASE TYPE "B" cou...5 I BACKING PLATE, SEE DTL 1 i I BLOCKING BEHIND BACKING 16083 SW UPPER BOON ES FERRY RE LOCATION SIGN CONTENT EXPLANATION KNAPE t VOGT 12I1 SHELF RESTS, HAFELE CHROME RAIL CABINET -I UPPER CABINETWALL 0 ci7) PLATE, ATTACHED BETWEEN u_M-Hu> - - , STUDS; WT. LIMIT = 100 LBS. Suite 200 . 1 SUITE EXIT EXIT EACH EXIT ACCESS DOOR FROM AN SECURE TO SHELF t BRACKET, TWO AND SUPPORTS OR HUNG DOORS ROUTE INTERIOR ROR AREA THAT IS PER BRACKET, TIP. LuLu (f) EQUAL GRADE mi BASE 0011 }- x - - - - -1 -DBL. 3%" x 20 GA SHT. MTL. m MAX /STUD -1„1-... ....L‹1 TIGARD, OR 97224•\_______ 1 II/16" REQUIRED TO HAVE A VISUAL EXIT SIGN (---__ KNAPE 4 VOGT #87 EXTRA HEAVY U_ LI_ L`i:E -L i<- ACCESSIBLE CLOSET t__ __J ' , , AT HORIZ. BLOCKING: ATTACH STUDS @ 24" 0.C. WITH %'' 1 1 W/12 GA CLIPS WITH TWO STAIR EXIT STAIR EACH EXIT DOOR LEADING TO A GRADE DUTY 7/8"Wx4811-1 STANDARDS, 21-0" - ss) 0 ROD SUSPENDED e ,, 1 GYP. BD EA SIDE, FULL ENTRY DOORS DOWN (OR UP) LEVEL EXIT BY MEANS OF A STAIR 0,C. LA , SCREW INSTALLATION I I E1111 #10 FI-INS AT 21-0" O.C. z 0_ 5 (5420/Aq. HEIGHT #12xI/2" 5M5 AT EACH STAIR OR EXIT EACH GRADE LEVEL EXIT DOOR To 7-•:r FROM ROD ABOVE. SECTION TI-IRU PROVIDE SUBMITTAL CABINET 2x4 CONT. WOOD BLOCKING ig <-_______S12:1. CONNECTION EXT. GRADE SHEET METAL BACKING PLATE AS %---• v V FOR AFFPROVAL TYPE "C" r-I LOWER CABINET, FLOOR LEVEL EXIT NEEDED SUPPORTED PLAN VIEW V CHAIR RAIL MOLDING PROFILE 11 TYP. TACTILE EXIT SIGN @ ALL EXIT DOORS 1 A ADJUSTABLE SHELVES ON STANDARDS 11 CLOSET & ROD SUPPORT 1 A TYPICAL CASEWORK ANCHORAGE AT 1 1 PARTITION BRACING AT WALL 4 BACKING & BLOCKING AT PARTITION 1 CHAIRRAIL FULL SCALE `-' I TT-001 N.T.S. z- 11-F CAB-STD 3"--I'-0" L- I ROD-02 1-1/2"=I'-0" I '''' CA5-0102 STUD PARTITION N.T.S. I I CAB-0101 MOUNTED EQUIPMENT N.T.S. kl PART-1001-LM 3"--II-0" I SCHEDULED ACOUSTICAL P-LAM SPLASH, SEE ..,-- r 0 SINK SHALL, COMPLY WITH_ FINISHES PA NEL(IF APPLICABLE) ELEVATION C.B.C. 113-305 4113-3% 4 -ALL EXPOSED SURFACES 4 ---1\i---7- C.P.C. FASICA TO BE P-LAM PROVIDE 2 CLEATS PER Ill-, (E) WALL I' KOROSEAL PERFORMANCE PLUS ' _',; CONTINUOUS 545 IX4 P-LAM COUNTERTOP AND -ALL INTERIOR SURFACES TO ;' 11-011 ANCHORED INTO BACKING PER l' KOROSEAL PERFORMANCE PLUS SERIES ACOUSTICAL WALL PANEL -' WITI-I SQUARE EDGE DETAIL ,, - LEDGER AT BACK WALL; PAINT TO MATCH WALL / 2'-0" FACE DRAWER ON FULL EXTENSION i 2'-0" BE WHITE MELAMINE -INSIDE FACE OF DOOR TO BE CLEAR b/- brereton P SERIES ACOUSTICAL WALL PANEL ROTOFAST SNAP ON ANCHORS, , • _ , ., , , P-LAM COUNTERTOP WITH BACKSPLASH AND EDGE; 7N GLIDES; MELAMINE AT P-LAM _,,c INTERIOR OF DRAWER - 7,4 -EDGE BANDS TO MATCH I - 1/4" BACK PANEL w- • WITH SQUARE EDGE DETAIL COORDINATE WITH MANUFACTURER ' ° . SCRIBE BACK OF COUNTER 7 7 i es . FOR FURTHER INFORMATION , ., , P-LAM I . ROTOFAST SNAP ON ANCHORS, TNI TO WALL; SEE DETAIL FINISHES ...••Mtrii ` 70 -P-LAM BACK 4 SIDESPLASH I i . . 3/4" ADJUSTABLE SHELF ON - - wag ..- ,,-... COORDINATE WITH MANUFACTURER '" -s .' 27/- FOR MORE INFO --.T " ' ., '1 ?..- -ALL EXPOSED SURFACES 4 ------ -.A.4 FOR FURTHER INFORMATION - TO MATCH COUNTERTOP I - 0 0 SHELF CLIPS, SHELF PIN 909 Montgomery St., Suite 260 X_ t • 3/4" PARTICLE BD. DOOR ON 0 • I • • HOLES AT I" INCREMENTS San Francisco, California 94133 Stamp 546 1212 brereton.com -I. , : , , ' : ,r- r ----------,`. , 7 (E) COLUMN • no • w--41 Itai - V ' • < BACKSPLASH, REFER TO DETAIL I7/-, FINISH PLAN AND ELEVATIONS FOR ADDITIONAL INFORMATION. SEE INTERIOR ELEVATION FOR EXTENT OF FABRIC PANELING '41441111.4:04111 44410.1.1.11.1.111. - -A . -, . . , - 2'4 / I" X 1" X IN TUBE STEEL SUPPORT SECURED TO Z/ UNDERSIDE OF COUNTER -Q1 AND WELDED TO STRAP I- c. IN NALL; TAPER EXPOSED ELI-1 END u4 uluj 0 0 0 0 0 0 k 0 0 O -, ----N, (r) -ALL INTERIOR SURFACES AND ADJUSTABLE SHELVES = TO BE WHITE MELAMINE 0 o - I= -INSIDE FACE OF DOOR TO 0 O , O . :z <4. _EBDEGPE- t p_LAmBLAAMNDS TO MATCH LU it i i 1 1 iI Z '", 1p4'Pia, . ›: Oit• = uj 170° HINGE, MAINTAIN TOE CLEARANCE 1-1 f / t _1 ROUTE TO ALIGN WITH ADJ. tY _t u T--- / . LLILLI CABINET, PAINT TO MATCH 44 d w tnai P-LAN ,)- INSULATE DRAIN AND HOT 0 O 0 o ° < O 0 ' > Lt-t o ° . u-t O 0 O 0 O 0 O 0 - . u-t FINISHES tni-LI -ALL EXPOSED SURFACES 4 FASICA TO BE P-LAM AR . . N La; -P-LAN MILLWORK BASE cN / 13.1 -?c WATER PIPES -ALL INTERIOR SURFACES AND 4013q ; ' Li) 2" X IN X 21-0" STEEL 0 4•.,-. r___ A, ..,:rE - COVED BASE INSIDE CABINET; ° ° ADJUSTABLE SHELVES TO BE WHITE , _,e'J . / SEE INTERIOR ELEVATION FOR .• - PLATE BOLTED TO 20 GA. 0 0 - "---•-.- 3/4" ADJUSTABLE SHELF ON - tY I/ , _ MELAMINE MICHAEL J. @ 24" 0.C., TYP. EXTENT OF FABRIC PANELING - E -..1 AKA/ cc) PAINT BACK WALL CASTRO pt STUDS AT TOP AND SHELF CLIPS IN SHELF PIN - - o ,IA 4 wililli _CN- -N. -INSIDE FACE OF DOOR TO BE P-LAM HOLD STUD 4 gli TYPE 'X' GYP. <------, BOTTOM / ;t. HOLES AT I" INCREMENTS . i ep 17.-11 ' UNDERCUT INTEGRAL TOEKICK 7.N (i) -EDGE BANDS TO MATCH P-LAM 0 • San Francisco' ---, ______ AW140,1 \ , , 1/4". NITER INSIDE CORNERS; TIGHT TO COLUMN, U.O.N. SCHEDULED BASE i ii_t rjz d) Lic #5464 3lig P-LAM MILLWORK BASE CN I-1-1< ,, • .1311 (r) > e*, NOTE: AT SURFACES LESS THAN 4' IN LENGTH THAT TERMINATE INTO 1 17"MIN./1qHM•X. FLOORING TO RUN SMOOTH 4 -7i- Lu 10/25/2017 Z'OF,6 '- PARTITIONS AT EACH END, OMIT STEEL SUPPORT BRACE CLR.FLR.SPACE CONTINUOUSLY UNDER CABINET . COLUMN DETAIL AT WALL, TYP. ACOUSTICAL PANEL 1 7 ACOUSTICAL PANEL BUTT JOINT ").-) WORKSURFACE AT ACOUSTICAL PANEL 1 7 BASE CABINET WITH DRAWER 1 ...) SINK CABINET SECTION 7 UPPER CABINET SECTION 1 Exp: 122311)118 , 1 1/2"4-0" 32 ACOUST-PANEL-01 1-1/211=11-0" "‘" i ACOUST-PANEL-02 1-1/2"-II-0" z-z- NRKSURF-03 1"=11-0° I • CAB-1003-LN i II=11-0" I CAB-1004-LM-CBC 1"--1•11-0" i CAB-1002-LM i"=-11-0° (E) OR (N) WALL BOLT BACK-TO-BACK OR AT SIDE WALL ATTACHMENTS, / AT REAR WALL ANGLE BRACKETS @ 24" 0.C. PLASTIC LAMINATE UPPER CABINET Consultant c.,, SEMI SIDE-TO-SIDE (WHERE OCCURS) 0 ibcr. #12 TEK SCREWS @ WALL STUD i ATTACHMENTS, #I2 TEK TO STUD, 2 MIN. PER w/ MELAMINE INTERIOR AND TWO (2) CERAMIC TILE BACKSPLASH . THROUGH FRAME WITH 1/4" H I LTI * ) 13 -1 :5.- AT TOP 4 BOTTOM FOR SCREWS @ 2 WALL STUDS CABINET AT TOP ADJUSTABLE SHELVES 4 DOORS ±IV-II" V.I.F. 6'43" HOLD i t e TEK SCREWS AT EACH CORNER BOOKCASES 41-0" TO 61-0" HIGH MIN. @ 24" 0.C. SEE NOTES AT LEFT FOR ATTACHMENT / / 4 A 0 HEIGHT LOCATIONS / 161-8• 21-4" 21-2" _1 CLEAR 1- _ , 13 EQ.11-11 .: -,-- `<---- <27 --c..." - CP <;)-.1-'• i I / / /..\ / \ / \ \., ./ \ / \ / \ =-- 1 _/_= 211,/ SCHEDULED, TIP. mg .,=.,...= =, ,,====, ===, , =3,F__. ==- NT.. ...=. / / \-/ t _.-...1•01_2°._ ll_ II. 1......,r 1•• . / c_5 / lie----TTINIII Z \1 \ ./ F T ] , . . . • • ._,_._,..__ _7 ,1/4__. _i_ _ _/._ ..c_ __7_ ‘___._=7 ...\._ , \\ i A • (E) COLUMN-------------. ki) co --..,„. • ......m / __-,-- - „„,----- -- .--„.- ,.,___,-,,,,,,-,,-, LLIV)" 0 ,-- , °-l51,551,.:1:-..5In_1---V.,;.-_-'11,5;'-__-:.ii::_-: !Tr__-'__:_ _.'-:_-'_'l E:._';E1_E_,;IT:ll'i -_-3'_-=,!-'-'_- -::E,.::-:'-''_r._.::-=-''-'±f:-]22:''-::-7-'i.',-''E_---_-:--=: 64_, ----,-..i....-1-,-,-__- _,--, ,,,,,-,--,,,,,:,,,,-.-_,--,,,,I,-2_ -_,-_,:„-_--..1.--..-,--,2,-,af -,,: :,., .-::,..,,::- -,,..--.-- .•"'"" • • ib-m----1,raw-r-rim,e•-_-,-;- ,- ,==ni-,_;!,-ix,,,--,-A,--=-Amo-----,---t--4•PP_,tfk,- ,==gi-- r-: 1 REF 1 REF / ,4:4,--ikai,_-!ni,.;:,,,-;-..3::,-;„,t,E,_,-.-„,EL-,_,i,_-:,:iiii-_-_,2;i.!;•iw-,-,-,;,,,„:0-..-,,,,,,-,,=,., _-,i.:-.... ,_-:.,. .,-,,,- .._ .c• ) c__, TYP. Ot_ -c--- /IN, i i \, .1 \ / \ / 1 ' / , __. ' .17C:)4(5` ft. , IIIA 4=====-=== =- . = ==-- ' 11 t.-===== e ''' ki ‘ IN1 / 1 1 Kc ° ° I • • Itsb- '''---,, IZZi ------- .., \ ', N " ' \ V V \ / / 8 HOLD STUD 4 ill TYPE- '11411k ------------\,-----. 71411111111M1111111111:C1- I3'c- 'X' GYP. TIGHT TO '>,...„..„. ' ° ----- ,, k iar. Jr I, 31-0" 1, I\ 1\ RUBBER BASE COLUMN, U.O.N. ---11 I o %N., N. c!„ 1 5 EQ.III "1 CLR MIN "1 4 EQ.III 3 EQ.IJI \ AS SCHEDULED . ANGLE BRACKET BOLTED BOLT BACK-TO-BACK OR SOLID SURFACE -->. OO AT SIDE WALL TO FLOOR WITH 3/8" X 3" SIDE-TO-SIDE (WHERE COUNTERTOP I2/ ) ( 7/ ( PLASTIC LAMINATE BASE .----"----- -S C - - ) 35/- ON MILLWORK OVER 61-0111-1 BOOKCASE: ATTACHMENTS, #I2 TEK HILTI CONCRETE KWIK BOLTS, ANGLE BRACKET BOLTED OCCURS) THROUGH FRAME (E) OR (N) WALL --._._. 4 • 41-0" TO 6I-0"1-1 BOO CASE: BOLT TO FLOOR, SEE DETAIL SCREWS @ WALL STUD AT TOP, 2" MIN. EMBED. CONCEAL TO FLOOR WITH 3/8" X 3" HILT' WITH I/4" HILTI TEK SCREWS REV-A-SHELF TRASH INSERT. BOLT TO FLOOR IF LENGTH OR I EV- FOR FLOOR BRACKET MID-HEIGHT t BOTTOM FOR BRACKETS BEHIND BASE CONCRETE KINIK BOLTS, 2" MIN. AT EACH CORNER, SCREWS INTERIOR OPENING OF CABINET WIDTH IS LESS THAN 2/3 HEIGHT. NOTE BOOKCASES OVER 61-0" HIGH TRIM EMBED TO BE CONCEALED INSIDE TO BE 15" MIN. CLR. FOR WASTE, SEE 1118/- FOR FL. BRACKET NOTE CABINET COMPOST, AND RECYCLE BINS COLUMN DETAIL AT CORNER, TYP. BOLTING DETAIL FOR BOOKCASES 11 WALL/FLOOR BOLTING FOR WALL/FLOOR BOLTING FOR FILE 1 1 ELEVATION AT BREAKROOM [212] 1 I 1/2"=11-0" 28 BOLTING BC4-61-1 4' TO 6' & OVER 6' HIGH N.T.S. Lb.) BOLTING BC61-1 BOOKCASES OVER 6' HIGH N.T.S. 18 BOLTING FILEGH CABINETS OVER 6' HIGH N.T.S. I %) 1/4"4-0" FINISHES -ALL EXPOSED SURFACES t FASICA TO BE P-LAM TENANT PROVIDED LCD CABINET. Issue/Revision: VERIFY LOCATION OF UNIT IN FIELD Proj. No. -ALL INTERIOR SURFACES AND ADJUSTABLE SHELVES TO BE WHITE MELAMINE (40 '9'4 V.I.F. WITH LIBERTY MUTUAL AND No. Date: Description ARCHITECT. PROVIDE BACKING AS -INSIDE FACE OF DOOR TO BE P-LAM / / A& 32453.00 'ISSUE FOR REVIEW -EDGE BANDS TO MATCH P-LAM / ±51-4" V.I.F ACOUSTICAL NEEDED. IV .2cISEP17 PANELS -P-LAil MILLWORK BASE : EQ. 'DI EQ. 'DI l'r Al 32453.00 'ISSUE FOR PERMIT 2' O' (E) WALL / f V .040CTI7 . PROVIDE 2 CLEATS PER IV-, (----- I-IOLD STUD 4 r TYPE 'X' GYP. TIGHT TO XOLUMN j.' )/.#'C EQ.IAI • . ANCHORED INTO BACKING • • \, / / , , . , .,_ .. .,.., ,_„. . PER b/- f • 0 . O 0 4 ,w 2i0 20GA. METAL STUDS @ 24" 0.0 TYP. ., (22/Aq.3) v . • O 0 1/4" BACK PANEL iiimm.0....".mielsessi SEAM AT . ACOUSTICAL PANEL 0 0 1 a j HOLD STUD 4 gii 1 , 11 . . i, i, 0 0 = TYPE 'X' GYP. TIGHT , ‘ , (E) COLUMN ; O 0 0 - 4 0 . 17--- TO XOLUMN 1 i II 1MAX.PPAKI PLASTIC LAMINATE • • --:r COUNTERTOP • 0 0 < =6 II II 1 v O 0 , (SCRIBE TO WALL) t O 0 _tLu ----(E) COLUMN 1 1 , to i i . . Zs, 1 WITH IN WALL . . i - 1 _ . ul -„-- (NI E SUPPORTS O 0 Lu 1 O 0 3/4" ADJUSTABLE SHELF ON I 1,EQ. EQ.i, PAINT, COMMON O 0 O 0 SHELF CLIPS, SHELF PIN V' IC"CI SCHEDULED BASE I SCHEDULED . . CORRIDOR (N.I.C.) O 0 - ----2111 20GA. METAL BASE / . . ° 0 HOLES AT I" INCREMENTS STUDS @ 24" 0.C., , . , ., - . • TTP. ( 17/Aq.3 ) / " . CARD READER RER I FY NICROIAIAVil c ; SIZE BEFORE u P-LAN FACED PARTICLE / / • Copyright Statement: 10/- • , FABRICATION BOARD, EDGE BANDED ON ,T__. COLUMN DETAIL AT HALL [211 ] 19 COLUMN DETAIL AT OPEN OFFICE, TYP. ELEVATION AT PHONE ROOM [208] 79 ELEVATION AT CONFERENCE ROOM [2371114, DOOR BELL • • ' 1 1-- ALL EXPOSED SURFACES, 77zr TIP. I 1/211=11-0" ‘'. I 1/2"=11-0" 24 1/2"4-0" I 1/2"=11-0" I / / / - All drawings and written material appearing herein T / 4' 41 .......mort.... _,„c /---/ - PLASTIC LAMINATE PLASTIC LAMINATE \ / (corihsoittuiettuctpterzoqtrritntaeaynl andr::nts be ennt unpublished bpthell ii sc haetduplicated, original architect.us ed, workor of the disclosed Approval Signature: 1---- -I az ADJUSTABLE SHELVES ON ADJUSTABLE SHELVES ON ACOUSTICAL / 1111 1 f VERIFY MICROWAVE o-i STANDARDS, PROVIDE STANDARDS, PROVIDE ACOUSTICAL PANELS / ±7'-O' V.I.F \ SIZE BEFORE PANELS t6I--0' V.I.F Z BACKING AS NEEDED. BACKING AS NEEDED. / / EQ. '5' ' EQ.EQ. 'B' 7 (=Q 1 FABRICATION f ±6'-q" V.I.F. ±11'-II" V.I.F. /2'4 / EQ /'E' IS EQ. 'E' / ] 1 \ Co/Title: Date:Ni'm f 1? - ---q- Z \ Interior Elevations -T--- Zry._%) N/ (22/Aq.3) & Millwork Details 7' l EQ 2'•-0' EQ. pz 2'.-0"/ P, 22/Aq.3 (. ) \ _ _ r 1 HORIZONTAL PULL I( SEAM AT - / 'GI"/ TYP. f IG1 IF' TIP. IF' \ BASE, COMMON SEAN AT ACOUSTICAL PANEL \ ROUTE TO ALIGN WITH ADJ. 3' 0" , CORRIDOR (N.I.C.) TRASH OP: TO k ACOUSTICAL PANEL , CABINET, PAINT TO MATCH .. N--- , . .. , 3' 0" , 'MAX SPAN' PLASTIC LAMINATE CAN L 'i P-LAN v v I BE IND 'MAX.SPAK PLASTIC LAMINATE ---q- n COUNTERTOP < _I -0 -,c , ' 74:I- COUNTERTOP ' (SCRIBE TO WALL) _ si (SCRIBE TO WALL) 1 WITH IN WALL iftl - ?' ,, ,9 1 - ' ' . `? WITH IN WALL TN E i SUPPORTS \= 7.•1 2-m DOOR MOUNTED ON UNIT co To SUPPORTS i U A 6 11 , PULL-OUT UNIT WITH 50 QT. SCHEDULED BASE _ 1 A .EQ. EQ"/ SCHEDULED BASE 1 PRE-FABRICATED TRASH _ 1\ r\ „EQ. j,EQ.,, tt lc SCHEDULED BASE 1 'rl 77 CONTAINER, REV-A-SHELF EAST WALL SOUTH WALL I\ SCHEDULED BASE 'C' '' 'C' r \P ° 534q-1550D1-1-117 SERIES OR ( I7/Aq.3 ) Scale: As Noted Issue Date: Date EQUAL (21/Ac1.3 )-- (21/Ac1.3 ) ( 17/Aq.3 ) Drawn By: EN Reviewed By: KR TIP TIP Sheet: 13 of ,.., 1 TRASH CABINET WITH MICROWAVE SHELF 1 g ELEVATIONS AT COPY/SUPPY [205] 15 ELEVATION AT PHONE ROOM [209] ELEVATION AT PHONE ROOM [239] 15 WEST ELEVATION AT ELEVATOR LOBBY [299] g F R CAB-TRASH-MN-02 1"=11-0" 1/2"=11-0" ' A9 • 3 4-0" 20 1/211=11-0" I 1 cs