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Plans (383) BUP2017 -40195 UITICE CUT ' e F ICE UUr r 7.111 12 201 FARMERS UM. .1 ED ..t..., ,,,, FARMERS INSURANCE � � �1 INSURANCE Project SPECIAL INSPECTION REQUIRED ' ' FARMERS H I LLS BORO State of Oregon Structural Specialty Code OFFICE RELOCATION ❑ ncrete rernS ❑ Bolts Installedand in Concrete Prepared For ® SpCoecial PJlonTent-Rinfoes!s#icingg teel Concrete FrameOF ` ° COPY FARMERS INSURANCE 6600 SW HAMPTON ❑ Reinforcing Steel&Prestressing Steel Tendons TIGARD, OR ST . ❑ Structural Welding , P ❑ High-streng;it l;alting CITY OF TIGARD Contract No: 16.24752.00 TIGARD , OR 97223 J dw e r A c.:1- V c• r a F c S 3 01,rS El Structure!Masonry REVIEWED FOR CODE COMPLIANCE Approved: IIo r' �`� S rn . G `S c•-•\i Inl �C S El Reinforced Gypsum Concrete OTC: El Insulating Concrete Fill Permit#: au P�o)'7_ 00 1 q - El SprayAppried Fira-Resistive Materiels Address: i.COO Sw liG, P SJ ElPi:-Qs, Drilled Piers and Caissons Suite #: 4.7 El Shotcrete By: Date: -y _I S— 1i `' . • ❑ Special Grading, Excavation and Filling \-,,,„,,,,,,Na ❑ Smoke-Control Systems ,.gym �� , Other Inspections Sheet Index Hellmluth, Obata + Kassabaurn, inc. 9530 Jefferson Boulevard 00 GENERAL Culver City, CA 90232 USA 00 GENERAL A001 COVER SHEET FOR THIS PROJECT t +1 310 838 9555 f +1 310 838 9586 00 GENERAL A010 GENERAL NOTES, ABBREV, AND SYMBOLS TENANT IMPROVEMENT 00 GENERAL A020 ICC 2014/ADA GENERAL NOTES All reproduction &intellectual property rights reserved© 00 GENERAL A021 ICC 2014 BUILDING ACCESSIBILITY DIAGRAMS °'S 00 GENERAL A023 CBC 2014 TOILET ROOM ACCESSIBILITY DIAGRAMS In Association with 00 GENERAL A026 ICC 2014 REGULATORY SIGN ACCESSIBILITY DIAGRAMS SYSKA HENNESY GROUP _ 00 GENERAL A027 ICC 2014 REGULATORY SIGN ACCESSIBILITY DIAGRAMS MEP 00 GENERAL A030 OUTLINE SPECIFICATIONS 330 N. WABASH AVE. SUTE 1505 ISSUE FOR PLANNING SUBMISSION 00 GENERAL A031 PROJECT NOTES CHICAGO, IL 5061 1 TEL: 312.588.3560 07 INTERIORS WWW.SYSKA.COM 07 INTERIORS A050 SITE PLAN 07 INTERIORS A052 MEANS OF EGRESS PLAN -LEVEL 07 INTERIORS A101-A DEMOLITION PLAN -LEVEL 1 -AREA A 2017-07-07 07 INTERIORS A101-B DEMOLITION PLAN - LEVEL 1 -AREA B 07 INTERIORS A201-A CONSTRUCTION PLAN -LEVEL 1 AREA A 07 INTERIORS A201-B CONSTRUCTION PLAN -LEVEL 1 AREA B 07 INTERIORS A211-A POWER & DATA PLAN -LEVEL 1 -AREA A 07 INTERIORS A211-B POWER & DATA PLAN -LEVEL 1 -AREA B 07 INTERIORS A221-A FLOOR FINISH PLAN - LEVEL 1 AREA A 07 INTERIORS A221-B FLOOR FINISH PLAN -LEVEL 1 AREA B ;'1 :.•: 07 INTERIORS A231-A WALL FINISH PLAN-LEVEL 1 -AREA A 07 INTERIORS A231-B TWALL FINISH PLAN -LEVEL 1 -AREA B 07 INTERIORS A241-A FURNITURE PLAN-LEVEL 1 -AREA A(FOR REFERENCE ONLY) - — — — , 07 INTERIORS A241-B FURNITURE PLAN-LEVEL 1 -AREA B (FOR REFERENCE ONLY) Key Plan Site Location Project Team 07 INTERIORS A301-A REFLECTED CEILING PLAN - LEVEL 1 -AREA A 07 INTERIORS A3D1 B REFLECTED CEILING PLAN - LEVEL 1 -AREA B I r 1 t_ 07 INTERIORS A401 ENLARGED FLOOR PLANS & ELEVATIONS 07 INTERIORS A402 ENLARGED FLOOR PLANS & ELEVATIONS 07 INTERIORS A403 ENLARGED FLOOR PLANS & ELEVATIONS 07 INTERIORS A404 ENLARGED FLOOR PLANS & ELEVATIONS 07 INTERIORS A601 INTERIOR ELEVATIONS CLIENT: FARMERS INSURANCE , CONTACT: WILLIAM K PARRISH 07 INTERIORS A602 ENLARGED FLOOR& RCP PLANS l GROUP OPERATIONS AND TELEPHONE: 818-879-3549 07 INTERIORS A900 DOOR TYPES&SCHEDULES =jai 07 INTERIORS A913 PARTITION DETAILS 1 PROJ ECT TECHNOLOGY EMAIL: WILLIAM.PARRISHS@ZURICH 07 INTERIORS A914 PARTITION PENETRATION & MISC DETAILS _ SITE 6301 OWENSMOUTH AVE. SERVICES.COM 07 INTERIORS A921 FLOOR & BASE DETAILS L__--.. _ri_____I 07 INTERIORS A930 ALUM/STEEL FRAME AND GLASS DOOR DETAILS OWNER REPRESENTATIVE: CUSHMAN & WAKEFIELD CONTACT: TERI PARIS 07 INTERIORS A941 CEILING FRAMING DETAILS Professional Seals 07 INTERIORS A942 CEILING SYSTEM DETAILS a��a •,. �St 2211 MICHELSON DR. SUITE 500 TELEPHONE: 303-209-3672 07 INTERIORS A943 CEILING SOFFIT& LIGHT COVE DETAILS pto� �r��t • IRVINE, CA, 92612 EMAIL: TERI.PARIS CUSHWAKE.COM / @ 07 INTERIORS _ A961 CASEWORK DETAILS \ 07 INTERIORS A962 CASEWORK, SHELF, COUNTERTOP DETAILS / "l k. at Akr= % 1 08 PLUMBING �'rartlailti `7orz die :i 08 PLUMBING P001 PLUMBING COVER SHEET INTERIOR HOK CONTACT: ROBERTO PAZ 08 PLUMBING P002 SPECIFICATIONS \ / ARCHITECT: 9530 JEFFERSON BLVD TELEPHONE: 424-298-4503 08 PLUMBING P003 SCHEDULES `' i 1t4CULVER CITY, CA 90232 EMAIL: ROBERTO.PAZ@HOK.COM 08 PLUMBING P201 A PLUMBING PLAN -AREA A ` �— 08 PLUMBING P201 B PLUMBING PLAN -AREA B 08 PLUMBING P501 DETAILS No. Description Date SITE ADDRESS. 08 PLUMBING P601 RISER DIAGRAM 1 90%REVIEW June 272017 2 Issue for Bid&Permit July 07,2017 MECHANICAL (HVAC) SYSKA HENNESSEY GROUP CONTACT: CONTACT NAME a,vlE I-F��� 6600 SW HAMPTON ST. 09 MECHANICAL _ - - - - ELECTRICAL AND TELEPHONE: PHONE NUMBER 09 MECHANICAL M001 MECHANICAL COVER SHEET TIGARD, OR 97223 PLUMBING ENGINEERS EMAIL: EMAIL 09 MECHANICAL M002 SPECIFICATIONS 09 MECHANICAL M003 SPECIFICATIONS 09 MECHANICAL M004 SPECIFICATIONS - 09 MECHANICAL M005 SCHEDULES Project Information STRUCTURAL ENGINEER N/A CONTACT: CONTACT NAME 09 MECHANICAL _M006 SCHEDULES TELEPHONE: PHONE NUMBER 09 MECHANICAL M007 MECHANICAL COMPLIANCE CERTIFICATE EMAIL: EMAIL 09 MECHANICAL M201 A HVAC PLAN AREA CONSTRUCTION TYPE: TYPE VB, WITH EXISTING APPROVED AUTOMATIC SPRINKLER SYSTEM 09 MECHANICAL M201 B HVAC PLAN AREA B 09 MECHANICAL M202 A MECHANICAL ROOF PLAN AREA A 09 MECHANICAL M202 B MECHANICAL ROOF PLAN AREA B NUMBER OF FLOORS: 1+ MEZZANINE 09 MECHANICAL M501 DETAILS GENERAL CONTRACTOR UNKNOWN AT THIS TIME CONTACT: CONTACT NAME -09 MECHANICAL M502 DETAILS OCCUPANCY: B TELEPHONE: PHONE NUMBER 09 MECHANICAL MD201 A HVAC DEMOLITION PLAN -AREA A EMAIL: EMAIL 09 MECHANICAL MD201 B HVAC DEMOLITION PLAN -AREA B SCOPE OF WORK: TENANT IMPROVEMENT 09 MECHANICAL MP201 A PIPING PLAN AREA A LEVEL 1: B OCCUPANCY - 31,650 S.F. 09 MECHANICAL MP201 B PIPING PLAN AREA B 09 MECHANICAL MZ201 A HVAC ZONING PLAN AREA A BASEMENT: B OCCUPANCY - 3,934 S.F. 09 MECHANICAL MZ201 B HVAC ZONING PLAN AREA B MEZZANINE: B OCCUPANCY - 3,570 S.F. io ELECTRICAL 10 ELECTRICAL E001 ELECTRICAL COVER SHEET -DEFE M SQ. FT. 39,154 S.F (NET OCCUPIED 10 ELECTRICAL E002 SPECIFICATIONS , Fire Spank 10 ELECTRICAL E003 SINGLE LINE DIAGRAM Fire Alarm 10 ELECTRICAL E004 INTERIOR LIGHTING COMPLIANCE CERTIFICATE Mechanical EFFECTIVE CODES: 2014 OSSC WITH OREGON AMENDMENTS 10 ELECTRICAL E201 A POWER PLAN -AREA A Plumbing 2014 OREN MECHANICAL SPECIALTY CODE 10 ELECTRICAL E201 B POWER PLAN -AREA B Electrical - 2014 OREGON ENERGY EFFICIENT SPECIATY CODE 10 ELECTRICAL E202 A WALKER DUCT PLAN -AREAA Truss Engineering -- 2014 OREGON STRUCTURAL SPECIALTY CODE 10 ELECTRICAL E202-B WALKER DUCT PLNA-AREA B ..... .... ....... .. ..Shop Drawings 2014 OREGON PLUMBING SPECIALTY CODE 10 ELECTRICAL E203 A POWER ROOF PLAN -AREAA Other 2014 OREGON ELECTRICAL SPECIALTY CODE 10 ELECTRICAL E203 B POWER ROOF PLAN -AREA B - _ -_ ._........ 2014 OREGON ELEVATOR SPECIALTY CODE 10 ELECTRICAL E301 A LIGHTING PLAN AREA A 10 ELECTRICAL E301 B LIGHTING PLAN AREA B 10 ELECTRICAL E501 DETAILS Date of First Issue: NOTES: THERE IS NO EXTERIOR SIGNAGE IN THIS TENANT IMPROVEMENT PROJECT. 10 ELECTRICAL E601 SCHEDULES Project 10 ELECTRICAL E602 SCHEDULES No: 16.24752.00 10 ELECTRICAL ED2-02 ELECTRICAL PLAN -AREA B Sheet Title 10 ELECTRICAL ED3-01 LIGHTING DEMOLITION PLAN -AREA A SCOPE OF WORK: TENANT IMPROVEMENT, ALL INTERIOR WORK NEW WALLS, NEW FINISHES 10 ELECTRICAL ED3-02 LIGHTING DEMOLITION PLAN -AREA B COVER SHEET FOR SOME MINIMAL EXTERIOR WORK (DEFERED TO A SEPERATE PERMIT) 10 ELECTRICAL ED201 A ELECTRICAL DEMOLITION PLAN -AREA A 10 ELECTRICAL ED201 B ELECTRICAL DEMOLITION PLAN AREA-B THIS PROJECT 11 FIRE PROTECTION 11 FIRE PROTECTION F001 FIRE PROTECTION COVER SHEET o_ 11 FIRE PROTECTION F002 SPECIFICATIONS co 11 FIRE PROTECTION F201 A FIRE PROTECTION PLAN AREA A Original drawing is 42 x 30. Do not scale contents of this drawing. a' 11 FIRE PROTECTION F201 B FIRE PROTECTION PLAN AREA B Sheet Number Lo `r' 11 FIRE PROTECTION F501 DETAILS s~ T O A001 N . (0 ._, . 1 A ARCHITECTURAL 1 INTERIORS ABBREVIATION GENERAL NOTES DRAWING ANNOTATIONS A. GENERAL NOTES: 1. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS AND COMPLY WITH A EXP EXPANSION LPT LOW POINT REQ REQUIRE I REQUIRED ALL REQUIREMENTS INDICATED ON THE PROJECT DOCUMENTS, ,.. ,.: ,,,„ _. NC AIR CONDITIONING EXT EXTERIOR LT LIGHT REV REVISION/REVISED DRAWING TITLEBAR: 2. WORK WITHIN THE AREA BOUNDRIES INDICATED IN THE PROJECT DOCUMENTS,AND COMPLY WITH ALL DRAWING AB AIR BARRIER LV LOW VOLTAGE RFxx RESILIENT FLOOR IDENTIFICATION ACC ACCESSIBLE F LVR LOUVER RM ROOM APPLICABLE BUILDING CODE, REGULATION,&ORDINANCE REQUIREMENTS.OCCUPANTS ADJACENT TO THE PROJECT AREA BOUNDRIES SHALL CONTINUE UNINTERUPTED OCCUPANCY DURING CONSTRUCTION OF THE /TITLE - DRAWING Si: ACOUS ACOUSTICAL F/ FACE OF(SEE OTHER WORD) LWC LIGHTWEIGHT CONCRETE RO ROUGH OPENING PROJECT. '� TITLE ACxx ACOUSTICAL CEILING FA FIRE ALARM RSxx ROOFING SYSTEM 118"=1'-0" FARMERS AD AREA DRAIN FABxx FABRIC M RWL RAIN WATER LEADER 3. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH ADA AMERICANS WITH DISABILITIES FC FILE CABINET M METER THE WORK. - ORIGINAL SCALE ACT FD FLOOR DRAIN MACH MACHINE S INSURANCE ADAAG ADA ACCESSIBILITY GUIDELINES FDC FIRE DEPARTMENT CONNECTION MAINT MAINTENANCE SA SUPPLY AIR 4. COORDINATE THE WORK WITH ALL REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS, GRAPHIC SYMBOLS: DRAWING REFERENCE ADD ADDITIONAL FDN FOUNDATION MAS MASONRY SAN SANITARY 5. PERFORM THE WORK AT THE PROJECT SITE DURING NORMAL BUSINESS HOURS, UNLESS OTHERWISE NOTED. / CALLED NORTH SYMBOL: ADJ ADJUSTABLE FE FIRE EXTINGUISHER MATL MATERIAL SC SOLID CORE -- N'' REFER TO THIS ADxx ACCESS DOOR FEC FIRE EXTINGUISHER CABINET MAX MAXIMUM SCHED SCHEDULE 6. COORDINATE THE WORK WITH EQUIPMENT, FURNISHINGS,AND SYSTEMS PROVIDED BY THE OWNER. DRAWING AFF ABOVE FINISH FLOOR FF FINISH FLOOR MB MACHINE BOLT SD STORM DRAIN S IDENTIFICATION Project AGGR AGGREGATE FF&E FURNITURE, FINISHES& MCC MOTOR CONTROL CENTER SECT SECTION B. DEFINITIONS: 4 ALT ALTERNATE EQUIPMENT MDF MEDIUM DENSITY FIBERBOARD SF SQUARE FEET/FOOT 1. OR OR"TYP" INDICATES IDENTICAL SYSTEMS OR APPLICATIONS. 'or A201 REFER TO THIS TRUE NORTH SHEET: FARMERS H I LLS BO RO ALUM ALUMINUM FH FLAT HEAD MDO MEDIUM DENSITY OVERLAY SHR SHOWER WHEN A DETAIL IS IDENTIFIED AS TYPICAL,THE CONTRACTOR SHALL APPLY THIS DETAIL TO EVERY SHEET NUMBER OFFICE RELOCATION ANOD ANNODIZED FHC FIRE HOSE CABINET PLYWOOD SHT SHEET LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE. CATEGORY in.= 4imiAPPD APPROVED FIN FINISH MECH MECHANICAL SIM SIMILAR WHEN A NOTE IS IDENTIFIED AS TYPICAL(TYP),THE CONTRACTOR SHALL APPLY THIS NOTE TO EVERY LIKE am "'"' � PROPERTY DISCIPLINE APPROX APPROXIMATE FIXT FIXTURE MEP MECHANICAL, ELECTRICAL, SM SQUARE METER CONDITION LINE Prepared For ARCH ARCHITECTURAL FL FLOOR PLUMBING SMS SHEET METAL SCREW (REPRESENTED GRAPHICALLY OR NOT)WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE. BUILDING 1 WALL SECTION AUTO AUTOMATIC FLUOR FLUORESCENT MEZZ MEZZANINE SP STANDPIPE 2. SIMILAR INDICATES COMPLETE SYSTEM AND COMPONENTS SHALL BE PROVIDED COMPARABLE TO THE REFERENCE: FARMERS INSURANCE AV AUDIO VISUAL FLxx FLASHING MFR MANUFACTURER CHARACTERISTICS FOR THE CONDITION NOTED. REFER TO THIS SPEC SPECIFICATION 3. "AS REQUIRED" INDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTED, SYSTEM AS INDICATED IN THE SCOPE OF DRAWING IDENTIFICATION TIGARD, OR FPT FIRE PROTECTION MH MANHOLE SPKR SPEAKER PROJECT DOCUMENTS,SHALL BE PROVIDED NEW WORK © F-1 I B FPxx FIREPROOFING MIN MINIMUM SPR SPRINKLER 4. "ALIGN" INDICATES TO ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT,TRUE, EXISTING WORK A701 BI BOTTOM OF(SEE OTHER WORD) FR FRAME M1SC MISCELLANEOUS SQ SQUARE AND PLUMB WITH RELATION TO ADJACENT MATERIALS. (CORE&SHELL) 1111 Contract No: 16.24752.00 BD BOARD FRTW FIRE RETARDANT TREATED WOOD MM MILLIMETER SSK SERVICE SINK BGxx BUMPER GUARD FT FEET MO MASONRY OPENING SSMxx SIMULATED STONE MATERIAL C. DIMENSIONS: BLDG BUILDING FTG FOOTING MPS MOTORIZED PROJECTION SCREEN SST STAINLESS STEEL 1. DIMENSIONS ARE TO BE INTERPRETED AND CONSTRUCTED AS"CLEAR",FROM/TO FACE OF EACH FINISH, 0 . REFER TO THIS BLK BLOCK FURN FURNITURE MPxx METAL PANEL STA STATION UNLESS OTHERWISE NOTED. COLUMN CENTER DRAWING IDENTIFICATION BRK BRICK FURR FURRING MS MACHINE SCREW STD STANDARD 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT,TRUE&PLUMB.THE PRIORITY LINE BSMT BASEMENT FWP FABRIC WRAPPED PANEL MTD MOUNTED STL STEEL FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: 2 BUR BUILT-UP ROOFING MTG MOUNTING STMS SELF-TAP SHEET METAL SCREWArk3 Ark 0 G MTL METAL STOR STORAGE B. LARGE SCALE DAILS DRAWINGS — I A NUMBER GRID A701 1 A701 A701 C G GROUND MULL MULLION STRL STRUCTURAL C. SMALL SCALE DETAILS I I _ 4 + 1111 C CHANNEL GA GAUGE/GAGE STxx STONE D. ENLARGED VIEWS CIC CENTER TO CENTER GALV GALVANIZED NE. FLOOR PLANS AND ELEVATIONS SUSP SUSPENDED EXTERIOR ELEVATIONS INTERIOR ELEVATIONS CAB CABINET GC GENERAL CONTRACTOR,GENERAL N NEWTON SYMM SYMMETRICAL 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE CAT CATEGORY CONTRACT NA NOT APPLICABLE DIMENSION LINES: CL MAINTAINED. CB CATCH BASIN GFRC GLASS FIBER REINFORCED NC NOISE CRITERIA T CBD CHALK BOARD CONCRETE NIC NOT IN CONTRACT T TREAD/THERMOSTAT 4. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE FINISH FLOOR, UNLESS OTHERWISE NOTED. .5 -0 DETAIL REFERENCE: $ IIITtUt�1 Obata Ke SG 3 L1rt1; Inc. CBU CEMENTITIOUS BACKER UNIT GFRG GLASS FIBER REINFORCED NO NUMBER T&G TONGUE AND GROOVE REFER TO THIS 9530 Jefferson Boulevard GYPSUM 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, DRAWING IDENTIFICATION CEM CEMENT NOM NOMINAL T/ TOP OF(SEE OTHER WORD) Culver City, CA 90232 USA GLxx GLASS UNLESS NOTED AS ABOVE FINISH FLOOR(AFF). p CER CERAMIC NPS NOMINAL PIPE SIZE TAxx TOILET ACCESSORY " t +1 310 838 9555 f +1 310 838 9586 1 CGxx CORNER GUARD GR GRADE NRC NOISE REDUCTION COEFFICIENT TEL TELEPHONE OR TELECOM 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENED ACOUSTIC PANEL dAlk CH CHILLER GWB GYPSUM WALLBOARD NTS NOT TO SCALE �� TEMP TEMPERATURE CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UON. A301 n An reproduction& intellectual property rights reserved CI CAST IRON TGB TOGGLE BOLT 2015 CIP CAST-IN-PLACE H 0 7. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE,AND DIMENSIONAL 111! © 2015 Association with THK THICKNESS HB HOSE BIBB RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS. DIMENSIONS SHALL NOT BE DETERMINED BY A941 CJ CONTROL JOINT/CONSTRUCTION OA OUTSIDE AIR TERES THRESHOLD MATCHLINE JOINT HC HOLLOW CORE OC ON CENTER SCALING THE DRAWINGS. SYSKA HENNESY GROUP HCP HANDICAPPED THRU THROUGH SEE:A1/A202 MEP CL CENTER LINE OCEW ON CENTER EACH WAY TKBD TACKBOARD D. DRAWING SET ORGANIZATION: SPACE NAME/NUMBER SYMBOL: 330 N. WABASH AVE. SUTE 1505 CLG CEILING HDW HARDWARE OD OUTSIDE DIAMETER/DIMENSION HM HOLLOW METAL TMPD TEMPERED CHICAGO, IL 60611 CLR CLEAR ODxx OVERHEAD DOOR 1. EACH DRAWING SET SHEET IS IDENTIFIED BY THE SHEET NUMBER IN THE LOWER RIGHT HAND CORNER OF ROOM SPACE TEL: 312.588.3560 HO HOLD-OPEN TV TELEVISION THE DRAWING TITLE BLOCK. THE SHEET TITLE PROVIDES A GENERAL DESCRIPTION OF THE CONTENTS OF THE NAME IDENTIFICATION CMU CONCRETE MASONRY UNIT OFCI OWNER FURNISHED, CONTRACTOR TYP TYPICAL GRAPHIC ARROWS: VWIIW.SYSKA.COM CNTR COUNTER HORIZ HORIZONTAL INSTALLED SHEET. 101 Tax TERRAZZO SHEET NUMBER EXAMPLE:A201 _ FF EL iiiii FL ELEVATION SPACE NUMBER CO CLEANOUT HPT HIGH POINT OFOI OWNER FURNISHED,OWNER "A" INDICATES THE DISCIPLINE THAT CREATED THE DRAWING 0'-0" HR HOUR INSTALLED COL COLUMN U "2" INDICATES THE DRAWING CATEGORY CONTAINED ON THE SHEET HRC HOSE REEL CABINET OGxx OVERHEAD GRILLE CONC CONCRETE UL UNDERWRITERS LABORATORY "01" INDICATES THE SHEET NUMBER (t} DIMENSION POINT GOND CONDITION HRxx HANDRAIL OH OVER HEAD ``��'' PARTITION/DOOR TYPE SYMBOLS: UNFIN UNFINISHED CONN CONNECTION HS HEAT STRENGTHENED(GLASS) OP OPERABLE PARTITION UON UNLESS OTHERWISE NOTED 2. SHEET NUMBERS MAY INCLUDE SUPPLEMENTAL CHARACTERS TO PROVIDE ADDITIONAL INFORMATION, +12" SUCH AS DRAWING CONTENT, PROJECT SECTOR OR PHASE. REFER TO THE DRAWING INDEX FOR A NOTE: INDICATES DOOR TAG OPTION 1: HSS HOLLOW STRUCTURAL SECTION OPNG OPENING PARTITION TYPE TAG CONT CONTINUOUS UR URINAL COMPLETE LIST OF SHEETS INCLUDED IN THE DOCUMENT SET, +/-FROM REF ELEVATION COORD COORDINATE HT HEIGHT OPP OPPOSITE HVAC HEATING,VENTILATING,AIR OPP HD OPPOSITE HAND EXAMPLE; EL201A DOOR NUMBER CORR CORRIDOR V "EL" INDICATES THE DISCIPLINE THAT CREATED THE DRAWINGiALIGN FRAME TYPEI CONDITIONING ORD OVERFLOW ROOF DRAIN NOTE: INDICATES CPTxx CARPET AND THE DRAWING CONTENT= ELECTRICAL LIGHTING HW HOT WATER VDSxx VISUAL DISPLAY SURFACE „ „ "201", FINISHED SURFACES CTR CENTER OXY OXYGEN A INDICATES SECTOR"A"OF PLAN SHEET REFER TO THE PROJECT KEY PLAN — 101 101A CTSK COUNTERSUNK HYDR HYDRAULIC VERT VERTICAL OR COMPOSITE PLAN INDICATING THE RELATIONSHIP OF THE SECTORS. 1 SHALL ALIGN VEST VESTIBULE A 10 HARDWARE GROUP CW COLD WATER(PIPING) I P VIF VERIFY IN FIELD 3. DRAWING SET INDEX INDICATES THE COMPLETE LIST OF SHEETS CONTAINED IN THE DRAWING SET, PAR PARALLEL WELD SYMBOL: 2A3A — PARTITION TYPE TAG ICC INTERNATIONAL CODE COUNCIL VPxx VENEER PLASTER INDEXED BYA ARCHITECTURAL/INTERIORS)SHEE-T TELECOMMUNICATIONSDER. NOTE THAT ALL Key Plan PAV PAVER NOT USED D SEQUENTIAIG GENERAL INFORMATION INF FIRE PROTECTION LENGTH& ID INSIDE DIAMETER 1 DIMENSION VR VAPOR RETARDER • SHEET NOTE D DEDICATED CIRCUIT PBD PARTICLEBOARD Q EQUIPMENT SPACING FU IG ELECTRICAL ISOLATED GROUND PC PRECAST CONCRETE 4. DISCIPLINE IC CIVILCATION. REFER TO THE DRAWINS STRUCTURALR DISCIPLINE CONTAINED WELD THROAT SIZE DA DISABLED ACCESS - IN INCH PDF POWDER DRIVEN FASTENER W IN THIS)RAL LANDSCAPE 3. 12118" REVISION SYMBOLS: DB DECIBEL INCAND INCANDESCENT W WIDE,WIDTH M MECHANICAL G r A--m— WELD DBL DOUBLE PERF PERFORATED W/ WITH P PLUMBING NOTE INCL INCLUDED 1 INCLUDING PERIM PERIMETER DEG DEGREE W/O WITHOUT E ELECTRICAL WELD TYPE- INFODEMO DEMOLITION INFORMATION PERP PERPENDICULAR INSxx INSULATION PF POINT OF FROG WBxx WALL BASE WELD ALL BELOW LINE=ARROW SIDE REVISED AREA DEPT DEPARTMENT WC WATER CLOSET AROUND ABOVE LINE=OPP SIDE REVISION NUMBER INT INTERIOR PI POINT OF INTERSECTION DFDET DETAIL DRINKING FOUNTAIN INTERM INTERMEDIATE PL PLATE WCxx WALL COVERING t 1 DIA DIAMETER INV INVERT PLAxx PLASTER WD WOOD DIFF DIFFUSER • IPS INTERNATIONAL PIPE STANDARD PLBG PLUMBING WDS WOOD SCREW n DIM DIMENSION IRMA INVERTED ROOF MEMBRANE PLF POUNDS PER LINEAR FOOT WDW WINDOW ASSEMBLY WFxx WINDOW FILM DIS DISABLED PLxx PLASTIC LAMINATE POL POLISHED WPSxx WATERPROOFING SYSTEM Professional Seals DISP DISPENSER J PR PAIR WPT WORK POINT DMPF DAMPPROOFING JAN JANITOR WPxx WALL PANELING / \ DMT DEMOUNTABLE PREFAB PREFABRICATED DN DOWN JC JANITOR'S CLOSET WSCT WAINSCOT PROJ PROJECT JST JOIST WT WEIGHT PSF POUNDS PER SQUARE FOOT } DO DOOR OPENING JSxx JOINT SEALANT JSxx WINDOW TREATMENT OP DEEP, DEPTH PTD PAINTED JT JOINT WW WALL TO WALL /A a f 4,-- DPTN DEMOUNTABLE PARTITION PTN PARTITION 1 DR DOOR PTxx PAINT WWF WELDED WIRE FABRIC K DRN DRAIN K KIP(1 000 LB) DS DOWNSPOUT Q \ / DW DISHWASHER KG KILOGRAM QC QUALITY CONTROL KIT KITCHEN QTY QUANTITY No. Description Date DWG DRAWING KO KNOCKOUT 1 90%REVIEW June 27 2017 KPL KICK PLATE E R 2 Issue for Bid&Permit July 07,2017 EA EACH R RADIUS L RA RETURN AIR -- EB EXPANSION BOLT(EXPANSION L LONG(OR LITER ON METRIC RCP REFLECTED CEILING PLAN • ANCHOR) DOCUMENTS) EFS EXTERIOR FINISH SYSTEM RD ROOF DRAIN LAB LABORATORY EIFS EXTERIOR INSULATION AND FINISH REC RECESSED LAM LAMINATE 1 LAMINATION SYSTEM RECPT RECEPTACLE LAT LATERAL EJ EXPANSION JOINT REF REFERENCE EL ELEVATION LAV LAVATORY REFL REFLECTED IREFLECTIVE I ELEC ELECTRICAL LB POUND REFLECT EMERG EMERGENCY LF LINEAR FOOT REFR REFRIGERATOR LKRxx LOCKER SNCL ENCLOSURE REG REGISTER — — -- — - EP ELECTRICAL PANELBOARD LL LIVE LOAD REINF REINFORCED 1 REINFORCING EQ EQUAL LLH LONG LEG HORIZONTAL REL RELOCATE EQUIP EQUIPMENT LLV LONG LEG VERTICAL REM REMOVABLE EWC ELECTRICAL WATER COOLER EXH EXHAUST EXIST EXISTING _ ._ .................................---- • • Date of First Issue: Project No: 16.24752.00 Sheet Title GENERAL NOTES, ABBREV, AND SYMBOLS Original drawing is 42 x 30. Do not scale contents of this drawing. CD of Sheet Number Lo ri i 1-- Z; •0 A010 N coN DIVISION 7: COMMUNICATION ELEMENTS AND FEATURES 11 B-404 DOORS, DOORWAYS, AND GATES 11 B-220 AUTOMATIC TELLER MACHINES, FARE MACHINES, AND POINT-OF-SALE DIVISION 2: SCOPING REQUIRMENTS - INTERIORS PROJECTS DEVICES 1. DOORS, DOORWAYS,AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY 11 B-201 SCOPE 11 B-701 GENERAL WITH SECTION 11B-404. SEC 11B-404.1 1. WHERE AUTOMATIC TELLER MACHINES OR SELF-SERVICE FARE VENDING,COLLECTION,OR ADJUSTMENT MACHINES ARE PROVIDED THEY SHALL COMPLY WITH SECTION 11B-220.1. WHERE 1. ALL AREAS OF NEWLY DESIGNED AND NEWLY CONSTRUCTED BUILDINGS AND FACILITIES AND 1. THE PROVISIONS OF DIVISION 7 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR WHERE 2. MANUAL DOORS AND DOORWAYS AND MANUAL GATES INTENDED FOR USER PASSAGE SHALL BINS ARE PROVIDED FOR ENVELOPES,WASTE PAPER,OR OTHER PURPOSES,AT LEAST ONE OF ALTERED PORTIONS OF EXISTING BUILDINGS AND FACILITIES SHALL COMPLY WITH THESE REFERENCED BY A REQUIREMENT IS THIS CHAPTER. COMPLY WITH SECTION 11B-404.2• EACH TYPE SHALL COMPLY WITH SECTION 11B-811. SEC 11B-220.1 REQUIREMENTS. 3. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH SECTION 11B- 11 B-221 ASSEMBLY AREAS 11 B-202 EXISTING BUILDINGS AND FACILITIES 11 B-702 FIRE ALARM SYSTEMS 404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND ::,,..,,- 1. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. 1. ASSEMBLY AREAS SHALL PROVIDE WHEELCHAIR SPACES,COMPANION SEATS,AND 1. ADDITIONS AND ALTERATIONS TO EXISTING BUILDINGS OR FACILITIES SHALL COMPLY WITH - COMPLYING WITH NFPA 72 AND CHAPTER 9, SECTION 907.5.2.1 AND 907.5.2.3 DESIGNAGTED AISLE SEATS AND SEMI-AMBULANT SEATS COMPLYING WITH SECTIONS 11B-221 AND SECTION 11B-202. SEC 11B-202.1 '&, 4. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 11 B-404.3. FULL- 116-802. IN ADDITION,LAWN SEATING SHALL COMPLY WITH SECTION 11B-221.5. SEC 11 B-221 FARMERS POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A158.10. LOW ENERGY AND POWER 11B-703 SIGNS ASSISTED DOORS SHALL COMPLY WITH ANSIIBHMA A156.19. 11 B-203 GENERAL EXCEPTIONS 11 B-222 DRESSING, FITTING AND LOCKER ROOMS 1. SIGNS SHALL COMPLY WITH SECTION 11B-703. WHERE BOTH VISUAL AND TACTILE CHARACTERS C �] A ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS,OR TWO 11 B-405 RAMPS 1. WHERE DRESSING ROOMS, FITTING ROOMS, OR LOCKER ROOMS ARE PROVIDED,AT LEAST 5 1. SITES, BUILDINGS, FACILITIES,AND ELEMENTS ARE EXEMPT FROM THESE REQUIREMENTS TO THE IN N J R A C E SEPARATE SIGNS, ONE WITH VISUAL,AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. PERCENT, BUT NO FEWER THAN ONE,OF EACH TYPE OR USE IN EACH CLUSTER PROVIDED SHALL EXTENT SPECIFIED BY 11B-203. SEC 11B-203.1 SEC 11 B-703.1 COMPLY WITH SECTION 11 B-803. SEC 11 B-222.1 1. RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 11B-405. 11 B-704 TELEPHONES 118-2Q4 PROTRUDING OBJECTS 2. SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. SECTION 11 B-405.2 1. PUBLIC TELEPHONES SHALL COMPLY WITH SECTION 1113-704. SEC 11B-704.1 11 B-223 MEDICAL CARE AND LONG-TERM CARE FACILITIES Project 2. THE CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. SEC 11B-405.3 1. PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL COMPLY WITH SECTION 11B-307. SEC 11B- 1. IN LICENSED MEDICAL CARE FACILITIES AND LICENSED LONG-TERM CARE FACILITIES WHERE THE 307.1 FARMERS H I L LS BO RO 11 B-705 DETECTABLE WARNINGS AND DETECTABLE 3. THE CLEAR WIDTH OF A RAMP SHALL BE 48 INCHES MINIMUM. SEC 11B-405.5 PERIOD OF STAY EXCEEDS TWENTY-FOUR HOURS, PATIENT BEDROOMS OR RESIDENT SLEEPING ROOMS DIRECTIONAL TEXTURE SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 11B-223 AND 11B-805. SEC 11B-223.1 OFFICE RELOCATION 4. THE RISE OF ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. SEC 116-405.6 11 B-205 OPERABLE PARTS 1. DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES AND SHALL COMPLY WITH SECTION 11B-705. SEC 11B-705-1.1 5- RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. LANDINGS SHALL 11 B-224 TRANSIENT LODGING GUEST ROOMS i. OPERABLE PARTS ON ACCESSIBLE ELEMENTS,ACCESSIBLE ROUTES,AND IN ACCESSIBLE ROOMS Prepared For COMPLY WITH SECTION 116-405.7. 1• HOTELS, MOTELS, INNS, DORMITORIES, RESORTS AND SIMILAR TRANSIENT LODGING FACILITIES SHALL AND SPACES SHALL COMPLY WITH SECTION 116-309. SEC 11B-205.1 FARMERS INSURANCE 2. DETECTABLE DIRECTIONAL TEXTURE AT TRANSIT BOARDING PLATFORMS SHALL COMPLY PROVIDE GUEST ROOMS IN ACCORDANCE WITH SECTION 1113-224. SEC 116-224.1 WITH FIGURE 11B-705.2 AND SHALL BE 0.1 INCH IN HEIGHT THAT TAPERS OFF TO 0.04 INCH,WITH 6. SLOPE: LANDINGS SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. BARS RAISED 0.2"FROM THE SURFACE. SEC 11B-705.2 SEC 11B-405.7.1 11B-206 ACCESSIBLE ROUTES TIGARD, OR 7. WIDTH: THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING 11 B-225 STORAGE TO THE LANDING. SEC 11B-405,7.2 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING Contract No: 16.24752.00 11 B-706 ASSISTIVE LEARNING SYSTEMS1. STORAGE FACILITIES SHALL COMPLY WITH SECTION 11B-225. SPACES AND ACCESSIBLE PASSENGER LOADING ZONES;PUBLIC STREETS AND SIDEWALKS;AND PUBLIC 8. LENGTH: THE LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG MINIMUM. SEC 11B-405.7.3 TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. SEC 11B- 1. ASSISTIVE LISTENING SYSTEMS REQUIRED IN ASSEMBLY AERAS, CONFERENCE ROOMS 206.2.1 AND MEETING ROOMS SHALL COMPLY WITH SECTION 11B-706. SEC 11B-706.1 9. CHANGE IN DIRECTION: RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE 11 B-226 DINING SURFACES AND WORK SURFACES A CLEAR LANDING 60 INCHES MINUMUM BY 72 INCHES MINIMUM IN THE DIRECTION OF DOWNWARD 2. WHEN MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED,ALL ROUTES SHALL BE ACCESSIBLE. SEC 11 B-707 AUTOMATIC TELLER MACHINES, FARE MACHINES, TRAVEL FROM THE UPPER RAMP RUN. SEC 11B-405.7.4 1, WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK,AT LEAST 11B-206.2.1 AND POINT-OF-SALE DEVICES 10.WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING,MANOEUVERING CLEARNACES 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT THE DINING SURFACES SHALLCOMPLY WITH SECTION 11B-902. IN ADDITION, WHERE WORK SURFACES ARE PROVIDED FOR USE BY 3. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS,ACCESSIBLE o pi REQUIRED BY SECTIONS 116-404.2.4 AND 11B-404.3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED OTHER THAN EMPLOYEES,AT LEAT 5 PERCENT SHALL COMPLY WITH SECTION 11B-902. SEC 118-226 FACILITIES,ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. SEC 11B- 1. AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES SHALL COMPLY LANDING AREA. DOORS,WHEN FULLY OPEN,SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH 206.2.2 WITH SECTION 11B-707. SEC 11B-707.1 BY MORE THAN 3 INCHES. DOORS, IN ANY POSITION,SHALL NOT REDUCE THE MINUMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INCHES. SEC 11B-405.7.5 11 B-227 SALES AND SERVICE 4. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH STORY AND MEZZANINE IN MULTI-STORY BUILDINGS AND FACILITIES. SEC 11B206.2.3 11 B-708 TWO-WAY COMMUNICATION DEVICES 11. HANDRAILS: RAMP RUNS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 116-505. 1. WHERE PROVIDED,CHECK-OUT AISLES, SALES COUNTERS,SERVICE COUNTERS,FOOD SERVICE LINES, QUEUES,AND WAITING LINES SHALL COMPLY WITH SECTIONS 11B-227 AND 1113-904. SEC 11B-227.1 5. AN ACCESSIBLE ROUTE OF TRAVEL SHALL NOT PASS THROUGH KITCHENS,STORAGE ROOMS, 1. TWO-WAY COMMUNICATION SYSTEMS SHALL COMPLY WITH SECTION 11B-708. SEC 116-708.1 12. EDGE PROTECTION COMPLYING WITH SECTION 116-405.9.2 SHALL BE PROVIDED ON EACH SIDE OF RESTROOMS,CLOSETS, OR OTHER SPACES USED FOR SIMILAR PURPOSES, EXCEPT AS PERMITTED BY RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. SEC 11B-405.9 11B-228 DEPOSITORIES, VENDING MACHINES, CHANGE MACHINES, MAIL BOXES CHAPTER 10. SEC 11B-206.3 Hellmuth, Obata + Kassabaum, Inc. 13. A CURB,2 INCHES HIGH MINUMUM, OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE AND FUEL DISPENSERS. 6. ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-206.4. ENTRANCE DOORS, 9530 Jefferson Boulevard DIVISION $: SPECIAL ROOMS, SPACES AND ELEMENTS OF A4 INCH DIAMETER SPHERE,WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE 1• WHERE PROVIDED,AT LEAST ONE OF EACH TYPE OF DEPOSITORY, VENDING MACHINE, CHANGE DOORWAYS AND GATES SHALL COMPLY WITH SECTION 1113-404 AND SHALL BE ON AN ACCESSIBLE ROUTECOMPLYING WITH SECTION 1113-402. Culver City, CA 90232 USA FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT,THE CURB OR BARRIER SHALL MACHINE,AND FULE DISPENSER SHALL COMPLY WITH SECTION 11B-309. SEC 11B-228 t +1 310 838 9555 f +1 310 838 9586 PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP. SEC 11B- I 405.9.2 7. ALL ENTRANCES TO EACH TENANCY IN A FACILITY SHALL COMPLY WITH SECTION 11B-404. 11B-801 GENERAL 11 B-407 ELEVATORS 11 B-229 WINDOWS All reproduction &intellectual property rights reserved O , 2015 1. THE PROVISIONS OF DIVISION 8 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR WHERE 1. WHERE GLAZED OPENINGS ARE PROVIDED IN ACCESSIBLE ROOMS OR SPACES FOR OPERATION BY 11 B-207 ACCESSIBLE MEANS OF EGRESS In Association with REFERENCED BY A REQUIREMENT IS THIS CHAPTER. SEC 11B-801.1 1. ELEVATORS SHALL COMPLY WITH SECTION 11B-407 AND WITH ASME A17.1. THEY SHALL BE OCCUPANTS,AT LEAST ONE OPENING SHALL COMPLY WITH SECTION 11B-309. EACH GLAZED OPENING PASSENGER ELEVATORS AS CLASSIFIED BY ASME A17.1. ELEVATOR OPERATIONS SHALL BE REQUIRED BY AN ADMINISTRATIVE AUTHORITY TO BE OPERABLE SHALL COMPLY WITH SECTION 118 309. 1. MEAN OF EGRESS SHALL COMPLY WITH CHAPTER 10,SECTION 1007. SEC 11B-207.1 SYSKA HENNESY GROUP AUTOMATIC. SEC 11B-229.1 MEP 11B-802 WHEELCHAIR SPACES, COMPANION SEATS, AND 330 N. WABASH AVE. SUTE 1505 DESIGNATED AISLE SEATS AND SEMI-AMBULANT SEATS 2. ELEVATOR LANDINGS SHALL COMPLY WITH SECTION 1B-407.2 11B-230 TWO-WAY COMMUNICATION DEVICES 11B-208 PARKING CHICAGO, IL 60611 TEL: 312.588.3560 1. WHEELCHAIR SPACES SHALL COMPLY WITH SECTION 11B-802.1. 3. ELEVATOR DOOR REQUIREMENTS: HOISTWAY AND CAR DOORS SHALL COMPLY WITH SECTION 1. WHERE A TWO-WAY COMMUNICATION SYSTEM IS PROVIDED TO GAIN ADMITTANCE TO A 1. WHERE PARKING SPACES ARE PROVIDED, PARKING SPACES SHALL BE PROVIDED IN ACCORDANCE WWW.SYSKA.COM 11B-407.3. BUILIDNG OR FACILITY OR TO RESTRICED AREAS WITHIN A BUILDING OR FACILITY,THE SYSTEM WITH SECTION 1113208. SEC 11B-208.1 SHALL COMPLY WITH SECTION 11B-708. SEC 11B-230.1 11 B-803 DRESSING, FITTING, AND LOCKER ROOMS 4. ELEVATOR CAR REQUIREMENTS: ELEVATOR CARS SHALL COMPLY WITH SECTION 11 B-407.4 11B-231 JUDICIAL FACILITIES 11B-209 PASSENGER LOADING ZONES AND BUS STOPS 1. DRESSING,FITTING AND LOCKER ROOMS SHALL COMPLY WITH SECTION 11B-8020 SEC 803.1 5. LIMITED USE/LIMITED APPLICATION ELEVATORS SHALL COMPLY WITH SECTION 1113-408 AND WITH ASME A17.1. THEY SHALL BE PASSENGER ELEVATORS AS CLASSFIED BY ASME A17.1. 1. JUDICIAL FACILITIES SHALL COMPLY WITH SECTION 11B-231.. SEC 11B-231.1 ELEVATOR OPERATION SHALL BE AUTOMATIC. 1. PASSENGER LOADING ZONES SHALL BE PROVIDED IN ACCORDANCE WITH SECTION SECTION 116-209. SEC 11 B-209.1 11 B-804 KITCHENS AND KITCHENETTES 6. PLATFORM LIFTS SHALL COMPLY WITH ASME A18.1 (1999 EDITION OR 2003 EDITION). PLATFORM LIFTS SHALL NOT BE ATTENDANT-OPERATED AND SHALL PROVIDE UNASSISTED 11 B-247 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE 1. KITCHENS AND KITCHENETTES SHALL COMPLY WITH SECTION 11B-804. SEC 11B-804.1 ENTRY AND EXIT FROM THE LIFT. 11 B-210 STAIRWAYS 1. DETECTABLE WARNINGS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 116-247.1 AND SHALL COMPLY WITH SECTION 11B-705.1. 1. INTERIOR AND EXTERIOR STAIRS SHALL COMPLY WITH SECTION 11B-504, SEC 11B-210.1 11 B-805 MEDICAL CARE AND LONG-TERM CARE FACILITIES DIVISION 5: GENERAL SITE AND BUILDING ELEMENTS 2. DETECTABLE DIRECTIONAL TEXTURE. AT TRANSIT BOARDING PLATFORMS,THE PEDESTRIAN ACCESS SHALL BE IDENTIFIED WITH DETECTABLE DIRECTIONAL TEXTURE COMPLYING WITH 11 B-211 DRINKING FOUNTAINS 1. MEDICAL CARE FACILITIES AND LONG-TERM CARE FACILITIES SHALL COMPLY WITH SECTION 11B- SECTION 11 6-705.2 Key Plan 805. ALL COMMON USE SPACES AND PUBLIC USE SPACES IN MEDICAL CARE FACILITIES AND LONG- 11 B-501 GENERAL 1, WHERE DRINKING FOUNTAINS ARE PROVIDED ON AN EXTERIOR SITE, ON A FLOOR, OR WITHIN THE TERM CARE FACILITIES SHALL COMPLY WITH THIS CHAPTER, SEC 11B805.1 1. THE PROVISIONS OF DIVISION 5 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR WHERE SECURED AREA THEY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-211. SEC 11B-211.1 REFERENCED BY A REQUIREMENT IS THIS CHAPTER. DIVISION 3: BUILDING BLOCKS - INTERIORS PROJECTS LI 11 B-806 TRANSIENT LODGING GUEST ROOMS 11 B-212 KITCHENS, KITCHENETTES, WET BARS AND SINKS 1. TRANSIENT LODGING GUEST ROOMS SHALL COMPLY WITH SECTION 11B-806, GUEST ROOMS 11 B-302 FLOOR OR GROUND SURFACES 1- WHERE PROVIDED, KITCHENS, KITCHENETTES,WET BARS AND SINKS SHALL COMPLY WITH REQUIRED TO PROVIDE MOBILITY FEATURES SHALL COMPLY WITH SECTION 116-806.2. GUEST 11 B-502 PARKING SPACES 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM,AND SLIP RESISTANT AND SHALL COMPLY SECTION 1113-212. SEC 11B-212.1 ROOMS REQUIRED TO PROVIDE COMMUNICATIONS FEATURES SHALL COMPLY WITH SECTION 116- WITH SECTION 11B-302, 806.3. SEC 11B-806.1 1. CAR AND VAN PARKING SPACES SHALL COMPLY WITH SECTION 11B-502. WHERE PARKING SPACES 11B-213 TOILET FACILITIES AND BATHING FACILITIES- GENERAL ARE MARKED WITH LINES,WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, 11B-807 HOLDING CELLS AND HOUSING CELLS BE MADE FROM THE CENTERLINE OF THE MARKING, SEC 11B-502.1 OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 112" 1. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED,THEY SHALL COMPLY WITH 1. HOLDING CELLS SHALL COMPLY WITH SECTION 11B-807. SEC 11B-807.4 MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE SECTION 116-213. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED IN FACILITIES TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH PERMITTED BY SECTION 11B-206.2.3 EXCEPTION 1 NOT TO CONNECT STORIES BY AN ACCESSIBLE ROUTE, I n 116-503 PASSENGER DROP-OFF AND LOADING AREAS SECTION 116-303, TOILET FACILITIES AND BATHING FACILITIES SHALL BE PROVIDED ON A STORY CONNECTED BY AN ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE. SEC 11B-213.1 11B-808 COURTROOMS 1.PASSENGER DROP-OFF AND LOADING ZONES SHALL COMPLY WITH SECTION 11B-503.. 3. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE Professional Seals THAN 1/2"DIAMETER EXCEPT AS ALLOWED IN SECTIONS 1113-407.4.3, 11B-409.4.3, 11B-410.4, 1B-810.5.3 2. TOILET ROOMS AND BATHING ROOMS: WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM 1. COURTROOMS SHALL COMPLY WITH SECTION 11B-808. SEC 11B-808.1 AND 11B-8.10.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS SHALL COMPLY WITH SECTION 11B 603. WHERE BATHING ROOMS ARE PROVIDED, EACH BATHING ROOM / \ PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. SHALL COMPLY WITH SECTION 11B-603. \ 11 B-504 STAIRWAYS 11B-303 CHANGES IN LEVEL 3. PLUMBING FIXTURES AND ACCESSORIES: PLUMBING FIXTURES AND ACCESSORIES PROVIDED IN A 11 B-809 RESIDENTIAL DWELLING UNITS 1. STAIRS SHALL COMPLY WITH SECGTION 1113504. 1. WHERE CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND SURFACES,THEY SHALL TOILET ROOM OR BATHING ROOM REQUIRED TO COMPLY WITH SECTION 11B-213.2 SHALL COMPLY WITH COMPLY WITH SECTION 116-303.1 SECTION 11B-213.2 kaf likr-cw.' 1 l 1. NOT APPLICABLE TO COMMERCIAL TENANT IMPROVEMENT PROJECTS 11 B-505 HANDRAILS 3. CHANGES IN LEVEL GREATER THAN 112"HIGH SHALL BE RAMPED,AND SHALL COMPLY WITH 4.WHERE TOILET COMPARTMENTS ARE PROIVDED,AT LEAST ONE COMPARTMENT SHALL COMPLY WITH . SECTION 11B-405 OR 11B-406. SEC 11B-303.4 SECTION 11B-604.8.1. IN ADDITION TO THE COMPARTMENT REQUIRED TO COMPLY WITH SECTION 116- \ J / 1. HANDRAILS PROVIDED ALONG WALKING SURACES COMPLYING WITH SECTION 11B-403, 604.8.1,AT LEAST ONE COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.2 WHERE SIX OR MORE 11 B-810 TRANSPORTATION FACILITIES REQUIRED AT RAMPS COMPLYING WITH SECTIOON 11B-405,AND REQUIRED AT STAIRS TOILET COMPARTMENTS ARE PROVIDED, OR WHERE THE COMBINATION OF URINALS AND WATER COMPLYING WITH SECTION 11B-504 SHALL COMPLY WITH SECTION 116-505. 11B-304 TURNING SPACE CLOSETS TOTALS SIX OR MORE FIXTURES. SEC 11B-213.3.1 No. Description Date 1. TRANSPORTATION FACILITIES SHALL COMPLY WITH SECTION 116-810. SEC 11B-810.1 1. TURNING SPACE SHALL COMPLY WITH SECTION 11B-304. 5. WHERE WATER CLOSETS ARE PROVIDED,AT LEAST ONE SHALL COMPLY WITH SECTION 11B-604. 2 Issue for Bid Permit July 07,2017 6. WHERE ONE OR MORE URINALS ARE PROVIDED,AT LEAST ONE SHALL COMPLY WITH SECTION 11B-605. 11B-811 STORAGE DIVISION 6: PLUMBING ELEMENTS AND FACILITIES 116-305 CLEAR FLOOR OR GROUND SPACE 7. WHERE LAVATORIES ARE PROVIDED,AT LEAST 5 PERCENT BUT NOT FEWER THAN ONE SHALL COMPLY ---- - -- - 1. STORAGE SHALL COMPLY WITH SECTION 1113-811. SEC 11B-811.1 1. CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH SECTION 11B-305. WITH SECTION 11B-213.3.4 - --11B-601 GENERAL _ B. WHERE MIRRORS ARE PROVIDED,AT LEAST ONE SHALL COMPLY WITH SECTION 11B-603.3 -- "' 1. THE PROVISIONS OF DIVISION 6 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR WHERE 11B-306 KNEE AND TOE CLEARANCE 9. WHERE BATHTUBS OR SHOWERS ARE PROVIDED,AT LEAST ONE BATHTUB COMPLYING WITH SECTION - -- DIVISION 9: BUILT-IN ELEMENTS REFERENCED BY A REQUIREMENT IS THIS CHAPTER. 1. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND 11B-607 OR AT LEAST ONE SHOWER COMPLYING WITH SECTION 11B-6085 SHALL BE PROVIDED. SPACE OR TURNING SPACE,THE SPACE SHALL COMPLY WITH SECTION 116-306. ADDITIONAL 11B-602 DRINKING FOUNTAINS SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS 10. WHERE COAT HOOKS OR SHELVES ARE PROVIDED IN TOILET ROOMS WITHOUT TOILET 11B-901 GENERAL PART OF THE CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE. COMPARTMENTS,AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH SECTION 11 B-603.4. WHERE COAT -- - - - 1. DRINKING FOUNTAINS SHALL COMPLY WITH SECTIONS 116-307 AND 11B-602. HOOKS OR SHELVES ARE PROVIDED IN TOILET COMPARTMENTS,AT LEAST ONE OF EACH TYPE -- --•__ ___ ._ 1. THE PROVISIONS OF DIVISION 9 SHALL APPLY WHERE REQUIRED BY DIVISION 2 OR WHERE 11 6-307 PROTRUDING OBJECTS COMPLYING WITH SECTION 11B-604.8.3 SHALL BE PROVIDED IN TOILET COMPARTMENTS REQUIRED TO REFERENCED BY A REQUIREMENT IS THIS CHAPTER. SEC 11B-901.1 11B-603 TOILET AND BATHING ROOMS COMPLY WITH SECTION 116-213.3.1 1. PROTRUDING OBJECTS SHALL COMPLY WITH SECTION 11B-307. 11 B-214 WASHING MACHINES AND CLOTHES DRYERS 1. TOILET AND BATHING ROOMS SHALL COMPLY WITH SECTION 11 B-603. 11B-902 DINING SURFACES AND WORK SURFACES 11B-308 REACH RANGES __.__..----._........ ......_..__........._._._._._._......_-........._.....-_ ._.-.__ ........__. 1. REACH RANGES SHALL COMPLY WITH SECTION 118-308, 1. WHERE PROVIDED,WASHING MACHINES AND CLOTHES DRYERS SHALL COMPLY WITH SECTION 11B-604 WATER CLOSETS AND TOILET COMPARTMENTS 116-214. SEC 11B-214.1 - - - 1. DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH SECTIONS 11B-902.2 AND 116-902.3 DIVISION 4: ACCESSIBLE ROUTES - INTERIORS PROJECTS11B-215 --- - - - 1. WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITH SECTION 1113-604.2 THROUGH FIRE ALARM SYSTEMS 11B-604.8. _ _-. __._ __ 11 B-903 BENCHES 11 B-403 WALKING SURFACES 1. WHERE FIRE ALARM SYSTEMS PROVIDE AUDIBLE ALARM COVERAGE,ALARMS SHALL COMPLY WITH SECTION 11B-215. SEC 118-215.1 • ___..___ ___-_.�_._._._.-._.._.._..._..... . _ . .._-- -. ........ ....___...._.._. 1. BENCHES SHALL COMPLY WITH SECTION 11B-903. SEC 11B-903.1 11B-605 URINALS 1. WALKING SURFACES THAT AREA PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 11B-216 SIGNS 1. URINALS SHALL COMPLY WITH SECTION 11B-605. 116-403. - - - - 2. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS 1. NEW OR ALTERED SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 116-216 AND SHALL 116-904 CHECK-OUT AISLES AND SALES AND SERVICE SLOPE OF WALKING SURFACES SHALL COMPLY WITH SECTION 11B-302. COMPLY WITH SECTION 1113-703. THE ADDITION OF OR REPLACMENT OF SIGNS SHALL NOT TRIGGER ANY ('CII IMTPRG 11B-606 LAVATORIES AND SINKS ADDITIONAL PATH OF TRAVEL REQUIREMENTS. SEC 11B-216.1 1. CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS SHALL COMPLY WITH THE APPLICABLE 3. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 11B-303. REQUIREMENTS OF SECTION 11B-904 1. LAVATORIES AND SINKS SHALL COMPLY WITH SECTION 11B-606. 11B-217 TELEPHONES 4. CLEARANCES: WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH SECTION __---......._._- 11B-403.5 _.- _.._.__._. -----_.-......___.._..____....... 1. WHERE COIN OPERATED PUBLIC PAY TELEPHONES, COINLESS PUBLIC PAY TELEPHONES, PUBLIC 11 B-607 BATHTUBS 5. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES MINIMUM. WHEN,BECAUSE CLOSED-CIRCUIT TELEPHONES, PUBLIC COURTESY PHONES, OR OTHER TYPES OF PUBLIC TELEPHONES OF RIGHT-OF-WAY RESTRICTIONS, NATUARL BARRIERS OR OTHER EXISTING CONDITIONS,THE ARE PROVIDED, PUBLIC TELEPHONES SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-217 FOR EACH TYPE OF PUBLIC TELEPHONE PROVIDED. FOR PURPOSES OF THIS SECTION,A BANK OF - • 1. BATHTUBS SHALL COMPLY WITH SECTION 11B-607. ENFORCING AGENCY DETERMINES THE COMPLIANCE WITH THE 48 INCH CLEAR SIDEWALK WIDTH TELEPHONES SHALL BE CONSIDERED TO BE TWO OR MORE ADJACENT TELEPHONES- SEC 11B-217.1 Date of First Issue: .I WOULD CREATE AN UNREASONABLE HARDSHIP,THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES. Project SECTION 116-403.5.1 No: 16.24752.00 11 B-608 SHOWER COMPARTMENTS 11B-218 TRANSPORTATION FACILITIES Sheet Title 1. SHOWER COMPARTMENTS SHALL COMPLY WITH SECTION 116-608. 1. TRANSPORTATION FACILITIES SHALL COMPLY WITH SECTION 116-218. SEC 11B-218.1 ICC 2014/ADA 11B-609 WASHING MACHINES AND CLOTHES DRYERS GENERAL NOTES 11 B-219 ASSISTIVE LISTENING SYSTEMS 1. WASHING MACHINES AND CLOTHES DRYERS SHALL COMPLY WITH SECTION 11B-611. 1. ASSISTIVE LISTENING SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 11B-219 AND 2 SHALL COMPLY WITH SECTION 11B-706. SEC 11B-219.1 0 0 Original drawing is 42 x 30. Do not scale contents of this drawing. in biSheet Number to iii N- 0 N N- \ \ 60" zz I< >-. II r, 2 Ilpp \ 32"MIN kfr----'qillil 1 ! 12"MIN 36"MIN 12''MIN 7 /411%efle ir- t d- lir 11 1111 cob *\. \ FARMERS :-- ( T If - H -r - - „,....____________1, lir I �i +. �, �i. �� 1 1 1NSU �tANCE i•�_1 � i.-- 1ziii 11r / Q° I_ -1 1,- -J ,- z f 1 I I — 0 — — ' '' L ac, c,, zo ,,. _ _ _ 1 , / "MIN I 36"MINFE . .. Project _ _ — _ 1 44"MIN "MIN X 42"MIN / \ ! FARMERS H I LLSBORO 44"MIN 44"MINoki 60"MIN 60"MIN L 36„ L OFFICE RELOCATION 36" MIN 48"OR GREATER 36"MIN / 44"MINCORRIDOR SERVING OCC LOAD>10)/I / / NOTE:DIMENSIONS SHOWN APPLY WHEN X<48" { '< '* 42"MIN CORRIDOR WITH OCCUPANCY LOAD OF<9 ij7 Prepared For NOTE 36"MIN CORRIDOR WITH OCCUPANCY LOAD OF<9 44"MIN CORRIDOR WITH OCCUPANCY LOAD OF>10 CORRIDORS REQUIRED WIDTH LESS 60INT IF FARMERS INSURANCE 44"MIN CORRIDOR WITH OCCUPANCY LOAD OF>10 TURNS AROUND AN OBSTRUCTION A. MINIMUM TURNING SPACE B.MINIMUM CLEAR WIDTH A. MINIMUM CLEAR WIDTH FOR TWO B. MINIMUM CLEAR WIDTH FOR SINGLE A. SPACE REQUIRED FOR TIGARD, OR 90°TURN WHEELCHAIRS PASSING WHEELCHAIR WHEELCHAIR TO MAKE 180 TURN REF: 11B-304.3.2 REF: 11B-403.5.1 Contract No: 16.24752.00 CORRIDOR TURNING SPACE REF403.5.2CORRIDOR TURNING SPACE REF : 11B403.5.2 403.5.2 FIG 11B-403.5.2 MINIMUM CLEAR WIDTH/TURNING SPACE Fi�;;�=403: :; MINIMUM CORRIDOR WIDTH REF: 11B-403.5.3 WHEELCHAIR TURNING RADIUS REF: 11B-304,3,1 -- -- FIG 11B-403.5.2 - - _ - __ - - - — 1/2"= 1'-0" G112-1211 1/2" = 1'-0" G112-1210 1/2"= 1'-0" G112-1203 112 - 1.-0" 3112-1202 1/2"= 1 -0' G112-1201 -1 0 / 36"MIN / / / 30" >15" 71 / / \ \ z I z z 1- I i <IIL> LEVERS PUSH/PULL PANIC BAR EXIT DEVICE N o o !► co co m i I�Pellmut Obata + Kassabaum, Inc. A 2 9530 on Boulevard � I 14"MIN CLEAR AT EXTERIOR DOOR Culver City, SCA 90232 USA —�— ✓ ki Z 18"MIN CLEAR AT INTERIOR DOOR( 'r 36"MIN I' 24"MIN t +1 310 838 9555 f +1 310 838 9586 al IlL � -1- b ::::: I ::: reseed\�r)1 PUSH SIDE I ,L P — — — L 1 12"MIN 22" o I 24"MIN SYSKA HENNESY GROUP J MEP .t/3 I 330 N. WABASH AVE. SUTE 1505 PROVIDE ADDITIONAL z 48"MINIMUM CORRIDOR, IF z CHICAGO, IL 6061 1 1 0 1 z CLEARANCE IF DOOR IS I DOOR HAS BOTH HAS A I I TEL: 312.588.3560 < II EQUIPPED WITH BOTH A LATCH&CLOSER o WWW.SYSKA.COM LATCH&CLOSER �' NOTE:OPERABLE PARTS OF DOOR HARDWARE SHALL BE MOUNTED 34"MIN-44"MAX FROM FINISH u FLOOR TO TOP OF THE DEVICE. I g I LATCHING&LOCKING DOORS THAT ARE HAND OPERATED AND WHICH ARE IN A PATH OF TRAVEL AREZL:?. I ''' OPERABLE WITH A SINGLE EFFORT(LEVER, PUSH/PULL, PANIC BAR OR OTHER HARDWARE ASSIGNED TO L J ' \ PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE) 01/ 54"MIN / MAXIMUM FORCE REQUIRED TO OPERATE DOORS SHALL NOT EXCEED 5 LB,WHEN FIRE DOORS ARE REQUIRED THE MAX EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE A. FORWARD APPROACH B. SIDE APPROACH A. FRONT APPROACH B. HINGE APPROACH C. LATCH SIDE APPROACH BY THE APPROPRIATE AUTHORITY, NOT TO EXCEED 15 LB. DOOR HARDWARE [2013 CBC REF : 11B- _ 305.7,1 REF: 11 B 404 SECTION 11B-404} REF 11B_404.2.9 CLEARANCE AT ALCOVES 11B-305.7.2 SWINGING DOOR APPROACH FIG11B-411-4.1 8 ) MANEUVERINGIG 11B-305.7.1 6 1" = 1'-0" G112-1302 1/2" = 1'-0" G11B_305.7.2 1/2"= 1'-0" G112- KeyPlan 1205 32"MIN If CLEAR SLIDING DOOR 1 56"MIN 54"MIN n 32"MIN _ _ \ /-- — — — —1 1/ /1/ f CLEAR -1 --1 \ Ir I \ I Professional Seals 1 -1 Q I I I l � � — - N i- DOOR PANEL E> z I I z I I / mw I I N \0 co z a COMPRESSEDkeit cc CARPET MAX I I I22" I 1 ' o w 114"BELOW 24"MIN ` z TOP OF I MIN ; 2 THRESHOLD \ J \ J_11.1 , _ _ _,_ III I 2 1 4co No. Description Date "' — 32"MIN CLR 32"MIN CLR 32"MIN CLR / 1 90%REVIEW June 27 2017 / / FN- DOOR / / 2 Issue for Bid&Permit July 07,2017 HINGED CHANGE IN LEVEL DOOR BOTTOM 112" MAX A '' A %/ ti DOOR RAIL N \ 114'MAX A. FRONT APPROACH B.SIDE APPROACH C. LATCH SIDE APPROACH GUARDRAIL - NOTE: NEW BUILDING INTERIOR AND EXTERIOR THRESHOLDS WILL BE REQUIRED TO BE NO HIGHER THAN 112"ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS IS REQUIRED PROTECT SHADED AREA ______ ._._____.._._____-______..._-......__._.__.--.__.._......__.... TO BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL FROM CROSS-TRAFFIC _._...__ CHANGE OF ELEVATION EXCEEDS 114" INCH. REF: 11B-404.2.3 11B-404.2.10 11B-404.2.5 REF: 116.307.4 REF: 11B- _ DOOR OPENING FIG11a303.3 �� VERTICAL CLARANCE FIG 11B-307.4 SLIDING & FOLDING DOOR APPROACH 404.2.4 _ 6" = 1'-0"ill 114"= 1'-0" 01/2 = 1 -0"G112- G112-1208404.2.4.2 --- — 1301 1206 48"MIN 48"MIN 48"MIN ......_.. .._- . ---......................... >4" 4°MAX , ,� f f � 12' MAX \ \ -- - ,,,. 1 7 ...... ________............_..................... 'iF - — __ -Illiw op Ilin 1 .4....._ ,Nimis_ipi 1 -1 --Ems_gpi N `oVt o \ \ \ \ J--1. \ �-- z \ w \ /"V I m z. Date of First Issue: II m .'� 0 r ' zI �„ ao 00 0� CV N PROVIDE ADDITIONAL Project = I 7 — — - — - r - J CLEARANCE IF DOOR IS No: 16.24752.00 EQUIPPED\ \ u1 \ \ \ \ \ \ LATCH AND WITH LOSERTH A Sheet Title PROVIDE ADDITIONAL11 _ ICC 2014 BUILDING PLAN WALKING PARALLEL TO WALL WALKING PARALLEL TO WALL CLEARANCE IF DOOR IS ACCESSIBILITY EQUIPPED WITH BOTH A LATCH AND CLOSER DIAGRAMS A B C 2 a NI REF: 11B-404.2 Original drawing is 42 x 30 Do not scale contents of this drawing. ai PROTRUDING OBJECTS 2013 CBC SECTION 11B-307 FIG 111B-3307.2 (i)TWO HINGED DOORS IN SERIESSheet Number FIG 118-404.2.6, Lii ~ 1/4" = 1'-0" 112" = 1'-0" G112-1303 CS G112-1209 A021 (.1 co ti TOILET ACCESSORIES LIST NOTE:PIPE DIMEN ARE SHOW AS NOM 1 . . .- _ . • . DIA —L . . .. . . . . • - ' • • . — ABBREVIATIONS DESCRIPTIONS TOP OF GRAB BAR " . MEI MEM. MEM ENE. . CH COAT HOOK MEM MEM. MEE MNIMMINNENNIMMENNEME , . _ DCS DIAPER CHANGING STATION sw Z MEM ....===... EMI. , . IrtiliMMENEMEN EMEN HD HAND DRYER 1 1/2" 111111111.....1.11111. M MIRROR FARMERS ...,_ .... PTD PAPER TOWEL DISPENSER - , , PTDR PAPER TOWEL DISPENSERIWASTE RECEPTACLE IEEE SD SOAP DISPENSER INSURANCE - 0- --__Nv SND SANITARY NAPKIN DISPENSER ‘ The- , \ , , .............., IIM 0 _ Iiini Ami. _ SNDU SANITARY NAPKIN DISPOSAL UNIT —)T—o---I—_ _ _ CI— SS SHOWER SEAT i \ juiliill 1= =, MENEM = — TS TOILETRY SHELF u_ NENE MEINMEM I — TTD TOILET TISSUE DISPENSER nom 0 TSCD TOILET SEAT COVER DISPENSER Project ..._\ - 1.fj) _ _ _ z\ NNE IIIII 111111111 TTD/TSCD TOILET TISSUE DISPENSER/TOILET SEAT COVER DISPENSER to II-- MEM MEM. MEM... 7,0 co N _IM WR WASTE RECEPTACLE FARMERS HILLSBORO -4- •MMEN MIMII — IMMEN ...Mi. - —0 co a OFFICE RELOCATION 11111111.1111111 111111 - ill 1 ar, . 1 • • _ Prepared For PTDR WR PTD HD SND SND SD Ni TTD/TSCD TTD TSCD TS CH DCS FARMERS INSURANCE NOTE:ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED U SEE NOTE BELOW WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 LBS. IS APPLIED AT ANY TIGARD, OR POINT ON THE GRAB BAR,FASTENER MOUNTING DEVICE OR SUPPORTING NOTE: MIRRORS ABOVE LAVS. &COUNTERS -BOTTOM OF REFLECTIVE SURFACE TO BE 40"A.F.F. NOTE: DCS TO BE MOUNTED SO THAT WHEN OPENED A KNEE STRUCTURE. MIRRORS NOT LOCATED ABOVE LAVS.&COUNTERS -BOTTOM OF REFLECTIVE SURFACE TO BE 35" SPACE 27"HIGH IS MAINTAINED.DCS SHALL BE LOCATED CLEAR OF PROVIDE 1 1/2" MIN CLEAR ACCESS AROUND THE PERIMETER OF THE GRAB BAR A.F.F. REQUIRED MANUEVERING SPACES Contract No: 16.24752.00 G6,..R1,A.0,,B BAR 0 11B-609 G114-1010B n MOUNTING HEIGHTS — TOILET ACCESSORIES 1 1/4.1 1/2,.. 1.-0. FULL HEIGHT MIRRORS MOUNTED PER ROOM ELEVATIONS REF: 11B-603 G116-1801 17"MIN-18"MAX / / COF FIXT HAND-OPERATED URINAL --/ 18"MIN -/ 2-0". / 1-0" / NOTE:CONFER WITH AUTHORITY HAVING JURISDICTION IF FLUSH VALVE . 0 FLUSH CONTROL, SCREEN, W.O. MIN MIN W.O. HEIGHT REQUIRES THAT GRAB BAR BE SEPARATED INTO TWO + Ai\ 1 \ I \ SEGMENTS. .•' c_OF LAV 6 • 7__ ) r ,• 18"MIN _ 18"MIN i cs)' I \ . t 7i .---- Cm ijkl 60"MIN TO EDGE OF LAW (-1 ---- 60" -: l---t I— — — —I 12,6r \ _ 36"MIN. FROM WALL TO EDGE OF LAV c__OF FIXTURE o Lu -- --.... GRAB BAR Helimuth, Obata + Kassabaum, Inc. 1-1/2"MIN.CLEAR OUTLINE OF RECESSED I I , _1 o I / -.-- N ''\ \ 17'MIN-18"MAX BETWEEN GRAB TOILET TISSUE/COVER 9530 Jefferson Boulevard I CLEAR EQ EQ ) / / \\\‘. MIRROR :°1-` / I - - / / BAR AND TOP OF DISPENSER,WHERE z Culver City, CA 90232 USA FLOOR SPACE Ni. r , , z z \ - 4i ,, , OF FIXT FLUSH VALVE OCCURS . 1t +1 310 838 9555 f +1 310 838 9586 co 30"CLEAR 2 1 I r I K 9- \ - HYGIENE BIN co= -1- (<;''' *3 \ l'. Vllan -c- . SOAP DISPENSER \ I- — —1 — -I ..,,P•\'Cj l,, Lu I All reproduction& intellectual property rights reserved 0 2015 1 ! S I_ 4;a — _ _ Id 4 \ \ \ i In Association with CLEAR FLOOR % ( r— — --"I SPACE ..,-›* 1 I_ _ _I \ v \ ... \ \ / M \— TOILET TISSUE\ — — r_s‘v SYSKA HENNESY GROUP I. 30"MIN ; ' ' z 1- A N [ / CO -,r- DISPENSER \ MEP /I/ 30"MIN ..k \ 1 Q (-7 \ 4 / 42"MIN. ' NL, 0 cz \ IA 0 330 N. WABASH AVE. SUTE 1505 36"MIN CLEAR IF RECESS>24" I 1- to „6" / 1 MIN \,..._ __./ 7 -\---4- ---------,- _ '‘1\* GRAB BAR '=c1 -3 x I 7" MI -9.mAxi ...._____--,5.) 4B2;RGRAB l_JUJ Lu CHICAGO, IL 60611 (SUCH AS CONDITION --itr, \ '',-, .." x \__I / / TEL: 312.588.3560 o_ ADJACENT TO WALL OR m NI\ x < ----\ ---. — -- --- < m o cc 7" I I,--- TOILET 0 VVVVW.SYSKA.COM 111 x 1 IL ) 1 Oilibe k-u--- ix x _, < o- TOILET PARITION) :1-. ,_ IWO - ><\ x 6 b .., 111 4 (_.) 2 , \ < 0 N ilic_, 1 ZL < < -71- ,.....4.... ....voiroor..1 ' M C-) - u) z ra) 1-l-• . 0 &) — II 2 If walskirg - - = fr) D _ in_ 0 co TifrI- b): DISPENSER ;61- NI\ . 1111111' 11 .0- -mitk.,.., , \ire 8„MIN i V-6” 1- - x 30"MIN CLEAR , -.7,4•Vor. 6 I I / •,: m 1\_ / / / 13 1/2". / NS \ \ \ \ \ \ 1--‘1 (:) -..\---"- \ 36"MIN CLEAR IF RECESS>24" MIN INSULATE '. 60"MIN 11" / / MIN I / / EXPOSED PIPES A. PLAN B. FRONT ELEVATION C. SIDE ELEVATION A. PLAN B. FRONT ELEVATION C. SIDE ELEVATION , 17..-19" H, / TOE+KNEE CLEARANCE A. PLAN I I / --- B. FRONT ELEVATION C. SIDE ELEVATION REF: 11B-305, REF: 11B-603.3, REF: 11B.604, ACCESSIBLE URINAL 11B-605 FIG 11B-605.2 CD ACCESSIBLE LAVATORY 11B-606 FIG 11B-306.3 SINGLE—ACCOMODATION TOILET ROOM 11B-603 9 1/2"= 1'-0" 1 8 1/2" = 1'-0" 1/2"= I-0" G114-1010D G114-1010E G114- Key Plan NOTE:AT LEAST ONE SIDE PARTITION SHALL PROVIDE TOE CLEARANCE OF 9" 1010F ABOVE FINISH FLOOR AND 6"DEEP BEYOND PARTITION. IF ACCESSIBLE STALL IS7 7 CL OF TOILET WIDER THAN 66", NO TOE CLEARANCE IS REQUIRED AT SIDE PARTITION. 60"MIN /1 /1 j,.35"MIN-37"MAX CLEAR 60"MIN / / \I r U U U _ ..\>< j / CLOF TOILET70 / CL OF TOILET .. (1I A A(1M"B-U1LA9"TF0RRY 36"MIN GRAB BAR 7,1 17.18" A 7"-19"FOR AMBULATORY 36"MIN GRAB BAR , (U _ACCESSIBLE W.C.) _ACCESSIBLE W C.) 1 U , 7 . . cc I 1— ,-- LI( w ----- __-- --..... .-N. FL_ cc NI% I < z Lu Lu z ri ACCESSIBLE `A, / LLJ LU _i _r _1 5 (7) \ (7) (7) TOILET STALL b = -1" Lo Professional Seals 2 a 2 m 2 0 z z 18"MIN STANDARD SIDE- (0 04 z z z - z [REFER TO DETAIL 6] to = cr) = 2 LLN in Ln 0 c=9 -Pc) 8 K ,- __.,,,_ \ TRANSFER — ACCESSIBLE kat ""m'was.c1 ) / L.. 0 ± (5 M CV 0 _J _J 2 _1 ce zi- CA < cnci- 2 _i _i <C I: -I \ I 12"MIN _ 32"MIN —i I —1 I z cc CLEAR FLOOR \\ ..,..... TOILET / 7 ---, \ \ /.---- cc 0 CC CC •=:( / / Al -r I SPACE I ------- — Q.1' OUTWARD SWING -\— ..., .,_ co' b •Lu — — - \ Lro > = \ Lu _i 0 I I I 0 I ACCESSIBLE LAVATORY 1 4 SELF CLOSING DOOR ,_ LU Z I I /7 (<\..vr_ I REFER TO DETAIL 4 I ce /m cc a '13 cc r:e / No. Description Date < LL.1 ci DOOR PERMITTED Lu< ,s0 I I _1 0 0 TO SWING OVER o (_.) . c) Z Z \-• / 1 90%REVIEVV June 27 2017 a z a HATCHED z Z• I I I ' , , 2 Issue for Bid&Permit July 07,2017 2 , Eo PORTION OF co" PATH OF 4 -cr' co Zzi- co I I 1 -4- r, MANUEVERING -1- co APPROACH 1-1) :71: I I i SPACE \ / \ 54"MIN CLEAR .#0, —22"M—I N L_ _ _J II .%_ : -11/ \ \ >c\ _s„_ \ (-• \ \ . M U LT I ACCOMMODATION < NOTE:WHERE SIX OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE-ACCOMODATION TOILET ROOM,AT LEAST ONE STALL SHALL BF ik 48"MIN.@ INSWING DOOR '11 4 4 STANDARD S1DE-TRANSFER TOILET STALL(WHEELCHAIR ACCESSIBLE)AND AT LEAST ONE ADDITIONAL STALL SHALL BE 36"WIDE WITH AN 60"MIN.@ O(JTSWING DOOR TOILET RM AMBULATORY MULTI ACCOMMODATION MULTI ACCOMMODATION OUTWARD SWINGING SELF-CLOSING DOOR AND PARALLEL GRAB BARS(FOR SEMI-AMBULATORY USE). 1 REF: 11B- REF: 11B- ® TOILET STALL 604.8.2 CESSIBLE TOILET STALL FIG. 11B-604.8.1.1.2 ACCESSIBLE TOILET STALL FIG. 11B-604.8.1.t2 604 11B-604.2 ) 1/2C"= 1.-0" 4 -.N. MULTI—ACCOMODATION TOILET ROOM -604- /2"= 1.-0" G114-1010G 1/2"= 1.-0" G114-1804 3} 1/2"= 1 FIG 11B '-0" 22"MIN-23"MAX GRAB BAR ill / \ \ \ HAND HELD 60"MIN 30"MIN 30"MIN 60"MIN NOTE: ALTERNATE 30"MIN - ......................____________ r „,_\,c NOTE: SHOWER "If /I/ /r /r ir "i• ir ir SHOWER HAS TWO ACCEPTABLE CONTROL/ /r . , 60"MIN HEAD&CONTROLS / MAX' CENTERLINE OF SPRAY UNIT LOCATIONS. - - SHOWER SEAT MATERIALS / 27" , GRAB13ZER SHOWER SEAT .--- 15"MAX -- --------- - - - ...----------- 60"MIN SHALL BE STRONG ENOUGH / _I, 1, 27"MAX -/ /- 27"MAX / / - z TO WITHSTAND A MAX '6"MAX 6"MAX FLEXIBLE SHOWER SPRAY • FLEXIBLE SHOWER SPRAY 19"MIN FLEXIBLE SHOWER SPRAY -\(i) , 19"MIN ,_ BENDING MOMENT FROM A / / _/ HOSE,60"LONG MIN . <j( \ HOSE,60" LONG MIN /1- HOSE,60"LONG MIN .ew ' - a 250 LBF LOAD \ Jr . OPERABLE PARTS I-- - (—• \- L(2 • -- EDS'sN OF SHOWER • o SEAT SHALL NOT EXTEND ---- co= OPERABLE Ili OPERABLE OPERABLE PARTS OF (ii) - = MORE THAN 6"FROM THE Z - PARTS OF PARTS OF SHOWER SPRAY UNIT _iii1II.IIIIII 11111111 o_ 1:48 MAX 1-48 MAXSHOWER AND CONTROLS TO BE ) SHOWER Lu MOUNTING WALL WHEN CIRANF-trYIERA?ti b SLOPE TYP. SLOPE TYP. SPRAY UNIT IN AREA SHOWN 11 SPRAY UNIT CONTROLS I sill TOAD BE _, FOLDED co to DASHED DASHED GRAB BAR —\ GRAB BAR PROVIDE SEAT EXTENSION 21/2"MAX --A FOR SHOWER STALLS OVER \ --s\--`- (\FLOOR DRAIN — _____=1 - 1 -- (.--6"MAX WHEN FOLDED 24MAX GRAB BAR \ En z,z,- .,- ,,,,- \ " \ \ ....... .. _ __ ........_................. 36"DEEP v" __. si 10 ' - FOLDING \ II I! 0 4P FOLDING \\__. 4017-; GRATE m \ V , OPENINGS to FLOOR DRAIN 1 '1 A-VA, TOP OF SEAT TO BE 17"MIN -- / i TO 19"MAX ABOVE FIN FLOOR z 11,4_"nX,:WIDTH I I ci ._J 37 g [I c i . \ I) ..„ 1/2"MAX. o d ' --`. 0 ,.. .... \- eL . ct ii Date of First Issue: I \-- C THRESHOLD 7 Li. p— Li_ 1._ x THRESHOLD I z Li_ i_ LL. z -i- -,:r 15"MIN- 16"MAX c,N < II/ GRAB BAR u_ z Project u- 0 / < 0 0 --, No: 16.24752.00 / - - 11/ FOLDING SHOWER SEAT FOLDING I to I SHOWER SEAT 1 0") - 0 `-7- L, II to ' o '-,7- ,„ ' (3 -d- LI co , 1, co 1 ' 0 , _ • o . o -,- Sheet Title min o. --N, ,..,-, '0' En _i co 0 \ I_ CLEAR FLOOR SPACE SEAT WALL CLEAR FLOOR 1 12 P CBC 2014 TO REFER TO FOLDING SHOWER SEAT DETAIL SPACE L _ FOR MORE MORE INFORMATION _ 24"-36" ,/ 36"MIN ROOM ACCESSIBILITY / A. \ _________ ______________ ___ _ _ i, \ DIAGRAMS STANDARD ALTERNATE STANDARD — BACK ELEVATION STANDARD — STANDARD — ALTERNATE — BACK ELEVATION ALTERNATE - 2 SIDE SIDE SIDE ELEVATION ELEVATION ELEVATION in Original drawing is 42 x 30. Do not scale contents of this drawing_ Lo REF: 11B-608,609, 610 di REF: 11B-610.3.2 KO FOLDING SHOWER SEAT FIG 11B-610.3.2 ACCESSIBLE SHOWER — STANDARD & ALTERNATE FIG 11B-608, 609,610 Sheet Number r- 1"= 1-0" 1/2"= 1.-0" G100-1011C (73 5114-1811 A023 c, ,t, FARMERS INSURANCE Project FARMERS HILLSBORO OFFICE RELOCATION Prepared For FARMERS INSURANCE TIGARD, OR Contract No: 16.24752.00 NOTE:LOCATE EXIT STAIR IDENTIFICATION NOTE:PROVIDE RAISED ARABIC SIGN ADJACENT TO EACH EXIT STAIR NUMERALS&RAISED BRAILLE SYMBOLS 0 DOOR AND AT EACH FLOOR LANDING WITHIN THE EXIT STAIR 1$"MIN •. ± g \ 1!8"- -1l8" • s wr t ii STAIR #1 1 112"HIGH TEXT WITH 114"STROKE NO ROOF ACCESS Hellmuth. Obata + Kassabaum. Inc. - CLEAR ACRYLIC PLASTIC - SYMBOL OPAQUE WHITE ACRYLIC 1'-0" 9530 Jefferson Boulevard PLASTIC BACKING rCulver City, CA 90232 USA --- — — t +1 310 838 9555 t +1 310 838 9586 \ \ 5"HIGH TEXT WITH . 314"STROKE All reproduction& intellectual property rights reserved O I - 1"HIGH TEXT WITH 114" 2015 �/- 112" STROKE, U.O.N. In Association with o O°, L. co EXIT STAIR SIGN, 1- 1— z SEE DETAILSYSKA HENNESY GROUP o 0 0 0 0 0 2 STAIRS w 0 THROUGH 4 PAINT BACKGROUND ONMEP = 00 a0 0 00 00 00 = INTERIOR FACE OF 33Q N. WABASH AVE. SUTE 1505 c� z CLEAR PLASTIC CHARACTER OR SYMBOL SHALL z z CHICAGO, IL 60611 I— RADIUS � 4 z •' •' '• -� PRECEDE THE FLOOR LEVEL TEL: 312.588.3560 z CO z = \ V 4- NUMBER AT SELECT FLOORS: o i �C RNfiaS o n RADIUS CORNERS WWW.SYSKA.COM RADIUS CORNERS 114" f - M-MEZZANINE FLOOR LEVEL T SQUARE �c / 1'-D"SQUARE / BACKGROUND COLOR SHALL B-BASEMENT FLOOR LEVEL NOTE: CONTRAST WITH WALL COLOR MUST HAVE RAISED CHARACTER AND BRAILLE FLOOR DESIGNATIONS ON BOTH JAMBS CORRESPONDING GRADE 2 NOTE: ATTACH SIGNAGE W/(4)FH CORRESPONDING GRADE OF EACH ELEVATOR. BRAILLE TO BE LOCATED COUNTERSUNK SCREWS AND ADHESIVE. 2 BRAILLE TO BE LOCATED DIRECTLY UNDER SIGNAGE DIRECTLY UNDER MUST HAVE RAISED 5-POINT STAR LOCATED TO THE LEFT OF THE FLOOR LEVEL AT THE ! INFORMATION(CENTERED) PLACE SIGN AT LATCH SIDE OF DOOR A. DETAIL SIGNAGE INFORMATION B. ELEVATION MAIN ENTRY/EXIT LEVEL(SAME HEIGHT AS RAISED LETTERS) (CENTERED) RAISED CHARACTERS SHALL BE WHITE ON BLACK BACKGROUND OH TACTILE ELEVATOR JAMB SIGN REF: FIG 11B-407.2 /' O STAIR REGULATORY REF: 1022.8.1, 1117B.5.1 EXIT STAIR - WALL MOUNTED SIGNAGE REF: 1022.9, 1113-703 1 : 1 G100-1012J Q1 3" = 1'-0" G115-1702 9 3"= 1'-0" G115-1707, G115-1718 Key Plan 6112" 4 4--' R� 3/8"---/ARAISED CHARACTERS,TYP., rig" O / 118" 118" RAISED CHARACTERS,TYP., \ 5/8"-2" HIGH 518"-2"HIGH 1!8" ,/' 1/8" 1 BACK PLATE C G4k •L [ CLEAR ACRYLIC PLASTIC ,� n ______ O ____ _ r V SYMBOL CLEAR ACRYLIC PLASTIC 1. CHARACTER TYPE:CHARACTERS ON SIGNS SHALL BE RAISED 1/32" / FRONT �- y N (0.794mm)MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS PLATE N AREA OF OPAQUE WHITE OPAQUE WHITE ACRYLIC Professional Seals ACCOMPANIED BY GRADE II BRAILLE. `D ` EXITBAC INGPLASTIC PLASTIC BACKING ' 2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 518" ] ¢ \ / —o REFUGES. / \ PAINT BACKGROUND ON PAINT BACKGROUND ON (15.9mm)AND A MAXIMUM OF 2"(51mm)HIGH. INTERIOR FACE OF CLEAR INTERIOR FACE OF CLEAR LT, 0 �l \ IN FIRE EMERGENCY ,/ 112" PLASTIC •. : •• • • • •. • . • PLASTIC 3. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS (\-- DO NOT USE I ; , -`...4 �� ikat AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON GLARE �� �� ' FINISH. 11178.5.2 0 z © c `� ELEVATORS M RADIUS CORNERSEN 1 o co USE EXIT STAIRS z RADIUS CORNERS EN / 1 0 / (; / 4. PROPORTIONS:CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT 1'-0" BACKGROUND COLOR SHALL RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO OF Oc� • 1 z "- / x z 1 PHOTOPOLYMER, CHARCOAL GREY BACKGROUND W11l32"RAISED HELVETICA w BACKGROUND COLOR ¢ CONTRAST WITH WALL BETWEEN 1:5 AND 1:10. 117B.5.3 MED. NUMBER(WHITE) _ COLOR c.D RADIUS CORNERS 114" ib SHALL CONTRAST WITH ib GRADE 2 BRAILLE GRADE 2 BRAILLE No. Description Date ALL LETTERS MEASURED MUST BE UPPERCASE. AFTER CHOOSING A z 1'D"SQUARE WALL COLOR O GRADE 2 BRAILLE z / J 1 90%REVIEW June 27 2017 TYPESTYLE TO TEST, BEGIN BY PRINTING THE LETTERS I, X AND 0 AT 1 INCH D — — Q t 2 Issue for Bid&Permit July 07,2017 HIGH. PLACE THE TEMPLATE'S 1:1 SQUARE OVER THE X OR 0,WHICHEVER O ACRYLIC BONDED SHEET W/CHARCOAL GREY BACKGROUND M IS NARROWER. IF THE CHARACTER IS NOT SMALLER THAN 1 INCH, NOR NARROWER THAN THE 3:5 RECTANGLE TO DETERMINE IF THE STROKE OF THE ® REMOVABLE 6114"x518"VINYL STRIP W13/8"WHITE UPPERCASE HELVETICA MEDIUM NOTE:ATTACH SIGNAGE W!(4) FH COUNTERSUNK NOTE:ATTACH SIGNAGE W!(4)FH I IS TOO BROAD,AND THE 1:10 RECTANGLE TO SEE IF IT IS TOO NARROW. TEXT,CENTERED,AND CHARCOAL GREY BACKGROUND. SCREWS AND ADHESIVE. COUNTERSUNK SCREWS AND ADHESIVE. .. IF ALL THE TESTS ARE PASSED,THE TYPESTYLE IS COMPLIANT WITH PROPORTION CODE. NOTE: MOUNT 2"FROM OPEN SIDE OF DOOR FRAME AND 60"FROM FLOOR TO CENTER TEMPLATE FOR CHECKING CHARACTER AND STROKE WIDTH TO HEIGHT OF SIGN. FOAM TAPE AND SILICONE FOR DRYWALL,WOOD,AND OTHER SMOOTH PROPORTIONS SURFACES,AND MIN(2)FH SCREWS.FOR CONCH CMU BLOCK AND OTHER ROUGH SURFACES. • 8 WALL MOUNTED ROOM SIGNAGE REF: 11178.5.1 -11178.5.4 ELEVATOR REGULATORY REF: CFC TACTILE AREA OF REFUGE SIGN REF: CBC TACTILE EXIT SIGN REF: -607.26 1007.9 1011.4 G115-1706 3"= 1'-0" G115-1715 3„= 1'-0" G115-1709 3„= 1'-0" G115-1708 • 1:1 3:5 1:5 1:10 1' 0" ____. CLG WHERE OCCURS • • 100% 60% 20% 10% / / NOTE: g EXIT SIGN LOCATION @ EACH — EXIT STAIR ENTRANCE-WALL CHARACTER WIDTH STROKE WIDTH SYMBOL SIZE SHALL BE AS OR CEILING MTD AS • _.................._...-...____-- -----_-.... - ij." _.-. SCHEDULED IN SIGN LAYOUT (S) SCHEDULED DIAGRAMS. STROKE WIDTH TO HEIGHT - — — — — — — — - 5. BRAILLE: CALIFORNIA GRADE 2 BRAILLE SHALL BE USED WHENEVER (5;:l17-711—' RATIO SHALL BE BETWEEN BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS 1:5& 1:10. \ SHALL BE 111012.54mm)ON CENTERS IN EACH CELL WITH 2110"(5.08mm) 1 > SIGN LETTERS!NUMBERS EXIT RESTROOM IDENTIFICATION SPACE BETWEEN CELLS, MEASURED M CELL. DOTS SHALL BE RAISED A WIDTH TO HEIGHT RATIO SIGN @ EACH RESTROOM MINIMUM OF 1/4" mm ABOVE1117B.5. . RIGHT ACCESSIBLE SHALL BE BETWEEN 1:5& � ENTRANCE BRAILLE CELL BRAILLE DOT STRUCTURE \..!IIIIP • ' F.E..Q1.1 :11 EQ RESTROOM WALL MOUNTED SIGN _ _ ._ l% INTER CELL SPACING=0.20" AIME ,( 6:1 & i A. SYMBOL PROPORTIONSeL /Old . — DOMED OR llllllll� EXIT STAIR IDENTIFICATION — • •• • • • • • •• • ROUNDED DOT z SIGN ADJACENT TO EXIT DOOR WITHIN EACH — — • • • • • • •• •• o - • • •• • •• co STAIRWELL @ EVERY FLOOR Date of First Issue: T ( Project No: 16.24752.00 INTER-CELL SPACING SQUARED 007 \ Sheet Title WITHIN A CELL=0.10" •••1\11 61111 (NOT ACCEPTABLE) LEFT STRAIGHT 120 (VERTICAL OF HORIZONTAL) RECOMMENDED ROUNDED OR DOMED CALIFORNIA BRA1LED DOTS, EACH NOTE: REGULATORY SIGN DISTANT AND SEPARATE. DOTS WITH STRAIGHT SIDES AND FLAT TOPS 518"-2"UPPER CASE TEXT RAISED 1132" IN SANS SERIF OR B. DISPLAY CONDITIONS ACCESSIBILITY ARE NOT READABLE FOR MANY BRAILLE USERS. SIMPLE SERIF TYPEFACE WITH GRADE 2 BRAILLE M \ DIAGRAMS tp Original drawing is 42 x 30. Po not scale contents of this drawing. ai . CBC 2013 BRAILLE REQUIREMENTS REF: 1113- REF: 118- Sheet Number 1 : 1 703.3 DIRECTIONAL WALL SYMBOLS REF: 118 703 INTERNATIONAL ACCESSIBILITY SYMBOL 703.7.2.1 G115-1710 ACCESSIBILITY/EXIT SIGN DIAGRAM REF: 11156.6 A026 c� ill 1 : 1 G115-1717 CI 1 : 1 G115-1704 112"= 1'-0" G115- co i 1701 1-0" 't t \-c 1-0" - f .. 0111111 sw 1(1117" b III • • • . FARMERS . ,,,, INSURANCE I. ■ ■ ■ • ■ ■ ■ ■ ■ Project \ . \ FARMERS HILLSBORO OFFICE RELOCATION Prepared For NOTE:ASSISTIVE LISTENING DEVICE IDENTIFICATION WITH RAISED SYMBOL IN MATTE TEOLEPHO E5 INTERNATIONAL TTY SYMBOL AT ALL TEXT FARMERS INSURANCE FINISH TIGARD, OR Contract No: 16.24752.00 ASSISTIVE LISTENING SIGNAGE REF FG116743.7.2.4 TEXT TELEPHONE (TTY) EF: 11B-7 FIG11B-03.7222 11 3"= 1'-O' G116-1708 O 3"= 1-0" G116-1709 0 )1 ir I \c 1'-0" 3"MIN V O O t 1 N i \0 Hellmuth, Obata + Kassabaum. Inc. _ _._i___ V PI E., 9530 Jefferson Boulevard © Culver City, CA 90232 USA ' t +1 31 D 838 9555 f +1 310 838 9586 zi- RESTROOM \ Z All re 1- I N_ 4, All reproduction & intellectual property rights reserved O (1)1 IY/ ' cn w In Association with 0 o ® ) S SKA HENNESY GROUP 0 HEADER ABOVE RESTROOM VESTIBULE 330 N. WABASH AVE. SUTE 1505 a ua CHICAGO, IL 6061 1 U TEL: 312.588.3560 WWW.SYSKA.COM I Cp \ \ ORESTROOM IDENTIFICATION-SYMBOLS ON MATTE FINISH BACKGROUND SYMBOL BACKGROUND-114"THICK MATTE ACRYLIC BACK PAINTED COLOR TO O CONTRAST w/SYMBOLS. NOTE:VOLUME CONTROL TELEPHONES-RAISED SYMBOL WITH MATTE FINISH OEXTRUDED ALUMINUM WALL ATTACHMENT 3 ® SYMBOL OF ACCESSIBILITY. DOUBLE SIDED PROJECTING IBC: 3002.4 9 RESTROOM WALL MOUNTED SIGNAGE REF: 11B-703.5, 11B7o3.6 8 VOLUME CONTROL TELEPHONE REF; 11B-703.7.2.3 FIG 11B-703.7.2.3 7 I EMERGENCY MEDICAL SERVICES SIGNAGE 3"= 1'-0" G116-1703 3"= 1'-O" G111 6-1710 3"= 1'-0" G100-1012Y Key Plan 1'-4" ] aihie7--- 114" RADIUS,TYP. L 1-0" y 114"RADIUS,TYP. 411'-0" 1!4"RADIUS,TYP: i \V ® 0 0 0 /10 Z 1 n o o Professional Seals co / 112^ O /V [I/QS s b. b 112" = 112" O I- o z 1 3 z 0 1 0 z � N • • REST OM M - WOMr'NN �— .,. :„ ,>\ i ,_ n \ r \ o No. Description Date ) (� M w\ \ c� \ \ ® r \ \ • 1 90%REVIEW June 27 2017 RESTROOM IDENTIFICATION SYMBOL. COLOR TO CONTRAST wI BACKGROUND. 1 RESTROOM IDENTIFICATION SYMBOL. COLOR TO CONTRAST wl BACKGROUND. 2 Issue for Bid&Permit July 07,2017 _.. 1 RESTROOM IDENTIFICATION SYMBOL. COLOR TO CONTRAST wl BACKGROUND. z - O SYMBOL BACKGROUND- 114"THICK MATTE ACRYLIC BACK PAINTED COLOR TO ® SYMBOL BACKGROUND-114"THICK MATTE ACRYLIC BACK PAINTED COLOR TO CONTRAST 2 SYMBOL BACKGROUND-114"THICK MATTE ACRYLIC BACK PAINTED COLOR TO w/DOOR FINISH. CONTRAST w/DOOR FINISH. CONTRAST wl DOOR FINISH. OCORRESPONDING GRADE 2 BRAILLE 3 CORRESPONDING GRADE 2 BRAILLE O CORRESPONDING GRADE 2 BRAILLE ® SYMBOL OF ACCESSIBILITY. COLOR TO CONTRAST wI BACKGROUND. ® SYMBOL OF ACCESSIBILITY. COLOR TO CONTRAST w/BACKGROUND. 4 SYMBOL OFACCESSIBILITY. COLOR TOCONTRAST wIBACKGROUND. REF : 11B-703 WOMEN'S RESTROOM WALL MOUNTED MEN'SIWOMEN'S RESTROOM WALL (j '\ MEN'S RESTROOM WALL MOUNTED SIGNAGE SIGNAGE REF: 11B-703 C-4) MOUNTED SIGNAGE — — 3"= 1'-0" G116-1707 3"= 1'-0" G116-1705 3"= 1.-0" G1164702 ----- - - — 1/8"MIN COLOR OF TRIANGLE TO RADIUS CONTRAST WITH CIRCLE 114" _......---...__..._.__---.........._-_..............-._._.._.....m.._...._...___.... - -- - ..� 1I4" 118"MIN RADIUS 114" lr 0 Allip, 0 lb, 0 __...._ 0 1111 \ V _ EDrip zo, _ _ _, _ atJ di(V.__, _ ________ ____________________________.....__........__________._....... b CD IT 6„ ® ......)__ (So ® to ,\_...•%,.... 626 co co ,_____.______ ..___ ... ......__.. ,... 0 0 0 1'-0" 0 0 Date of First Issue: 1'-0"DIAMETER l'-0"DIAMETER Project 16.2 1752.00 © O Sheet Title ORESTROOM IDENTIFICATION SYMBOL. COLOR TO CONTRAST wl BACKGROUND FINISH. O RESTROOM IDENTIFICATION SYMBOL. COLOR TO CONTRAST w!BACKGROUND FINISH, O RESTROOM IDENTIFICATION SYMBOL. COLOR TO CONTRAST wl BACKGROUND FINISH. ICC 2014 OSYMBOL BACKGROUND-114"THICK MATTE ACRYLIC BACK PAINTED COLOR TO CONTRAST w/DOOR O SYMBOL BACKGROUND-114"THICK MATTE ACRYLIC BACK PAINTED COLOR TO CONTRAST wI DOOR O SYMBOL BACKGROUND-114"THICK MATTE ACRYLIC BACK PAINTED COLOR TO CONTRAST w/DOOR REGULATORY SIGN O FINISH. O FINISH. O FINISH. 'N'S" ACCESSIBILITY ® EASED EDGES-TYPICAL ® EASED EDGES-TYPICAL ® EASED EDGES-TYPICAL DIAGRAMS a SYMBOL OF ACCESSIBILITY. SYMBOL OF ACCESSIBILITY. SYMBOL OF ACCESSIBILITY. u~i REF: 118-703.6, REF: 11B-703.6, REF: 11B-703.6, Original drawing is 42 x 30. Do not scale contents of this drawing. ai CBC DOOR MOUNTED SIGN —MEN 743.72.6 (2CBC DOOR MOUNTED SIGN —WOMEN 743.7.2.6 CBC DOOR MOUNTED SIGN - UNISEX 743.7.2.6 Sheet Number LiiA027 r_ 3"= 1'-0" 3"= 1'-0" 3"= 1'-0" 0 G 116-1706 G 116-1704 G116-1701 N co t= 00 70 00-CONDITIONS OF THE CONTRACT 01 60 00-PRODUCT REQUIREMENTS 06 00 00-WOOD,PLASTICS,AND COMPOSITES-COMMON WORK RESULTS A. SNAP-IN TYPE GLAZING BEADS WITH MANUFACTURER'S STANDARD NEOPRENE GASKETS. 09 22 16-NON-STRUCTURAL METAL FRAMING 1. THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION(AIA DOCUMENT A201-97) 1. MANUFACTURER'S NAME,TRADEMARK,LOGOS,ETC.,SHALL NOT BE VISIBLE TO THE PUBLIC. 1. PROVIDE WOOD PRODUCTS FOR WHICH ALL SOLID AND VENEER WOOD MATERIAL ORIGINATES FROM B. CORNERS SHARP WITH ALL JOINTS MITERED HAIRLINE,UNLESS OTHERWISE SHOWN. MITER ALL 1. QUALITY ASSURANCE: AND SUPPLEMENTAL CONDITIONS ARE PROVIDED UNDER SEPARATE COVER,ADAE INCORPORATED 2. NO SUBSTITUTIONS OF LISTED MATERIALS OR PRODUCTS SHALL BE PERMITTED WITHOUT FIRST A SUSTAINABILITY MANAGED FOREST CERTIFIED BY A FOREST STEWARDSHIP COUNCIL(FSC) CORNERS WHERE OPEN ENDS OF EXTRUSIONS OR VOIDS WOULD BE VISIBLE IF BUTT JOINTS WERE A. FIRE-TEST-RESPONSE CHARACTERISTICS: FOR FIRE-RES1STANCE-RATED ASSEMBLIES THAT INTO THESE SPECIFICATIONS BY REFERENCE. WHERE ANY PART OF THE CONTRACT DOCUMENTS IS SUBMITTING SPECIFICATIONS,SAMPLES,AND COST IMPACT FOR ARCHITECT'S APPROVAL. ACCREDITED CERTIFICATION AGENCY. USED.THIS INCLUDES SIDELIGHTS AND OVERHEAD BORROWED LIGHT FRAMES. INCORPORATE NON-LOAD-BEARING STEEL FRAMING,PROVIDE MATERIALS AND CONSTRUCTION INCONSISTENT WITH THESE CONDITIONS OF THE CONTRACT,THE CONDITIONS OF THE CONTRACT A USE SUBSTITUTION REQUEST FORMS AVAILABLE FROM ARCHITECT. 4. PROVIDE SUITABLE ANCHORAGE FOR EACH WALL CONDITION,TO INCLUDE SILL ANCHORAGE AT IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 119 BY AN SHALL GOVERN. B. AT THE TIME OF BID SUBMITTAL,THE CONTRACTOR SHALL ADVISE ARCHITECT, IN WRITING OF ANY 2. ADHERE WOOD VENEER AND PLASTIC LAMINATE TO SUBSTRATE USING ADHESIVES THAT COMPLY WITH DOORS, HEAD ANCHORAGE AT ALL OPENINGS 3-FEET'-0-INCH AND WIDER, INTERMEDIATE EVENLY INDEPENDENT TESTING AGENCY. 2. DEFINITIONS: SPECIFIED MATERIAL OR EQUIPMENT THAT IS EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE LOW-VOC(VOLATILE ORGANIC COMPOUND)REQUIREMENTS. SPACE JAMB ANCHORS NOT TO EXCEED 2-FEET-0-INCH IN CENTER. ALL FRAME FASTENINGS AND B. STC-RATED ASSEMBLIES: FOR STC-RATED ASSEMBLIES,PROVIDE MATERIALS AND CONSTRUCTION A. "DAY*: A DAY IS A CALENDAR DAY BEGINNING AND ENDING AT 12:00 MIDNIGHT, COMPLETION OF CONSTRUCTION, 3. USE COMPOSITE WOOD PRODUCTS THAT CONTAIN NO UREA FORMALDEHYDE ANCHORS SHALL BE CONCEALED. IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED B. "ALIGN": MEANS TO INSTALL FINISHED FACES OF NEW MATERIAL FLUSH,PLUMB AND TRUE TO LINE C. PROPOSED REVISIONS SHALL BE SUBMITTED IN THE FORM OF A WRITTEN CHANGE ORDER TO BE 4. PROVIDE THE FOLLOWING SUBMITTALS: 5. REINFORCEMENT: PROVIDE REINFORCEMENT AT BUILDERS HARDWARE AND TO PREVENT ACCORDING TO ASTM E 413 BY AN INDEPENDENT TESTING AGENCY. WITH ADJACENT EXISTING CONSTRUCTION. APPROVED AND AUTHORIZED BY ARCHITECT AND OWNER PRIOR TO START OF PROPOSED WORK. A. LEED CREDIT EQ 4.1: MANUFACTURERS'PRODUCT DATA FOR CONSTRUCTION ADHESIVE, DISTORTION OF FRAMES. 2. STEEL FRAMING: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. METAL COMPLYING WITH „.,,,,,, t- C. "FURNISH": MEANS TO SUPPLY AND DELIVER TO PROJECT SITE,READY FOR UNLOADING, 3. EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SHALL BE REFURBISHED AS REQUIRED,ANY INCLUDING PRINTED STATEMENT OF VOC CONTENT. 6. MACHINE ALUMINUM FRAMES FOR MOUNTING OF HARDWARE. ASTM C 645 REQUIREMENTS,ASTM A 653/A 653M,G60(Z180),HOT-DIP GALVANIZED ZINC COATING. ,*."-- ... A, UNPACKING,ASSEMBLY, INSTALLATION,AND SIMILAR OPERATIONS. LOOSE ITEMS TIGHTENED(INCLUDING,BUT LIMITED TO,EXIT SIGNS,DOWN LIGHTS,SPEAKERS, B. LEED CREDIT EQ 4.4: COMPOSITE WOOD MANUFACTURERS PRODUCT DATA FOR EACH 7. PROVIDE REINFORCEMENTS AT HINGE LOCATIONS,STRIKES,ADA CLOSERS. A FIRESTOP TRACKS: TOP RUNNER MANUFACTURED TO ALLOW PARTITION HEADS TO EXPAND - _ ,..s,' 'Y'' '' , , ,, , D. *INSTALL": MEANS TO UNLOAD,PROVIDE TEMPORARY STORAGE AT THE SITE,UNPACK, ASSEMBLE, MOLDINGS,ETC.),ANY MISSING PARTS REPLACED BY THE CONTRACTOR TO ACHIEVE A COMPOSITE WOOD PRODUCT USED INDICATING THAT BONDING AGENT USED CONTAINS NO 8. COMPLY WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION. AND CONTRACT WITH MOVEMENT OF THE STRUCTURE WHILE MAINTAINING CONTINUITY OF 4'- Q ' A, - i4 A ERECT,PLACE,ANCHOR APPLY,WORK TO DIMENSION,FINISH,CURE,PROTECT,CLEAN,AND SIMILAR COMPLETE FUNCTIONING INSTALLATION WITH A NEW APPEARANCE. UREA FORMALDEHYDE, 9. SET UNITS PLUMB,LEVEL AND TRUE TO LINE,WITHOUT WARP OR RACK OF FRAMING MEMBERS, FIRE-RESISTANCE-RATED ASSEMBLY INDICATED;IN THICKNESS NOT LESS THAN INDICATED FOR ki ,,-, ' .,-,v., ..4- 4----,Z' OPERATIONS TO PROVIDE THE WORK REQUIRED BY THE CONTRACT DOCUMENTS. 4. COMPATIBILITY OF OPTIONS: IF CONTRACTOR IS GIVEN OPTION OF SELECTING BETWEEN TWO OR C. LEED CREDIT MR 7: CERTIFICATES OF CHAIN-OF-CUSTODY SIGNED BY MANUFACTURERS DOORS, OR PANELS. INSTALL COMPONENTS IN PROPER ALIGNMENT AND RELATION TO ESTABLISHED STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS. shi E. "PROVIDE": MEANS TO FURNISH AND INSTALL,COMPLETE,AND READY FOR THE INTENDED USE. MORE PRODUCTS FOR USE ON PROJECT,PRODUCT SELECTED SHALL BE COMPATIBLE WITH CERTIFYING THAT PRODUCTS SPECIFIED TO BE MADE FROM CERTIFIED WOOD WERE MADE LINES AND GRADES INDICATED. PROVIDE PROPER SUPPORT AND ANCHOR SECURELY IN PLACE. 2. GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS: ASTM C 645,DIRECT-HUNG SYSTEM F. "SIMILAR": MEANS SYSTEM OR CONSTRUCTION COMPARABLE TO CONDITION NOTED. IN CASE OF PRODUCTS PREVIOUSLY SELECTED, EVEN IF PREVIOUSLY SELECTED PRODUCTS WERE ALSO OPTIONS. FROM WOOD OBTAINED FROM FORESTS CERTIFIED BY AN FSC-ACCREDITED CERTIFICATION COMPOSED OF MAIN BEAMS AND CROSS-FURR1NG MEMBERS THAT INTERLOCK. CONTROVERSY,REQUEST INSTRUCTION FROM ARCHITECT PRIOR TO PROCEEDING. 5. RELIABILITY OF CALCULATIONS BY DATE SENSITIVE EQUIPMENT,SYSTEMS AND COMPONENTS BODY TO COMPLY WITH FSC 1.2,"PRINCIPLES AND CRITERIA." INCLUDE EVIDENCE THAT MILL IS 08 14 10-FLUSH WOOD DOORS 3. FURRING CHANNELS(FURRING MEMBERS): FARMERS G. "TYPICAL": MEANS IDENTICAL SYSTEM OR CONSTRUCTION AT SIMILAR LOCATIONS NOTED. A. DEFINITION: DATE SENSITIVE EQUIPMENT INCLUDES EQUIPMENT,SYSTEMS AND COMPONENTS CERTIFIED FOR CHAIN-OF-CUSTODY BY AN FSC-ACCREDITED CERTIFICATION BODY. 1. QUALITY STANDARD: COMPLY WITH NWWDA I.S.1-A,"ARCHITECTURAL WOOD FLUSH DOORS," A. COLD-ROLLED CHANNELS: 0.0538-INCH(1.37-MM)BARE-STEEL THICKNESS,WITH MINIMUM 3. ALL COMMUNICATIONS FROM OWNER RELATIVE TO CHANGES IN THE WORK WILL BE THROUGH THEREOF WHICH RELY ON OR UTILIZE COMPUTERS,SUBSYSTEMS,HARDWARE,SOFTWARE, 2. FIRE-RATED WOOD DOORS: DOORS THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING 1/2-INCH-(12.7-MM-)WIDE FLANGES,3/4 INCH(19.1 MM)DEEP. INSURANCE ARCHITECT TO CONTRACTOR. IF CONTRACTOR CLAIMS THAT A REVISION TO CONTRACT DOCUMENTS FIRMWARE, INCLUDING EMBEDDED CHIP SYSTEMS OR COMPONENTS,WHICH PROCESS,SEQUENCE, 06 10 00-ROUGH CARPENTRY AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION,FOR FIRE RATINGS INDICATED. INVOLVES EXTRA COST,CONTRACTOR SHALL SUBMIT WRITTEN NOTICE TO THE ARCHITECT WITHIN 30 CALCULATE,UTILIZE,OR IN ANY FASHION ARE AFFECTED IN FUNCTION OR OPERATION BY DATE AND 1. PROVIDE WOOD FOR SUPPORT OR ATTACHMENT OF OTHER WORK INCLUDING ROOFTOP EQUIPMENT A. TEST PRESSURE:BASED ON TESTING AT POSITIVE PRESSURE ACCORDING TO APPLICABLE CODE. 09 29 00-GYPSUM BOARD DAYS AFTER RECEIPT OF SUCH INSTRUCTIONS. NO CHANGE IN THE WORK SHALL BE PERFORMED DATE RELATED OR TIME AND TIME RELATED DATA, INCLUDING THE PASSAGE OF TIME. CURBS AND SUPPORT BASES,CANT STRIPS,BUCKS,NAILERS,BLOCKING,FURRING,GROUNDS, 3. DOORS FOR TRANSPARENT FINISH: PREMIUM GRADE,WITH GRADE AA FACES,SPECIES INDICATED. 1. F1RE-TEST-RESPONSE CHARACTERISTICS: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO WITHOUT A VALID CHANGE ORDER COVERING THE SCOPE OF THE CHANGE AND SIGNED BY THE OWNER. B. DATE SENSITIVE EQUIPMENT,SYSTEMS AND COMPONENTS THEREOF MUST INDIVIDUALLY AND IN STRIPPING AND SIMILAR MEMBERS. PROVIDE LUMBER OF SIZES INDICATED,WORKED INTO SHAPES 4. DOORS FOR OPAQUE FINISH: CUSTOM GRADE,WITH FACES OF CLOSED-GRAIN HARDWOOD. THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 119 BY AN INDEPENDENT TESTING 4. BY ENTERING INTO THIS AGREEMENT WITH THE OWNER,THE CONTRACTOR REPRESENTS THAT HE COMBINATION PROPERLY FUNCTION AND CONTINUE TO CORRECTLY PROCESS,SEQUENCE AND SHOWN. 5. PLASTIC-LAMINATE-FACED DOORS: CUSTOM GRADE,HIGH-PRESSURE DECORATIVE LAMINATES AND INSPECTING AGENCY. HAS VISITED THE JOB SITE, FAMILIARIZED HIMSELF WITH EXISTING CONDITIONS,AND NOTED UTILIZE DATE AND TIME RELATED DATA FOR ALL DATES AND TIMES,WHICH OCCUR DURING A REASONABLE 2. MOISTURE CONTENT: 19 PERCENT MAXIMUM FOR LUMBER ITEMS, INCLUDING ITEMS TO RECEIVE COMPLYING WITH NEMA LD 3,GRADE HGS. 2. SOUND TRANSMISSION CHARACTERISTICS: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE OF THE CONTRACT DOCUMENTS. LIFE EXPECTANCY FOR SAID EQUIPMENT,SYSTEMS AND COMPONENTS THEREOF. WOOD PRESERVATIVE TREATMENT OR FIRE RETARDANT TREATMENT. 6. INTERIOR DOOR CONSTRUCTION: PARTICLEBOARD CORE,FIVE PLIES WITH STILES AND RAILS BONDED THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO Project 5. SUBMIT A COMPLETE WRITTEN DESCRIPTION OF THE SCOPE OF EACH CHANGE IN THE WORK C. CORRECTLY PROCESS,SEQUENCE,AND CALCULATE ALL DATE AND DATE RELATED DATA FOR ALL DATES 3. GRADE: STANDARD GRADE LIGHT FRAMING SIZE LUMBER OF ANY SPECIES OR BOARD SIZE LUMBER TO CORE,THEN ENTIRE UNIT ABRASIVE PLANED BEFORE VENEERING. PROVIDE EITHER ASTM E 413 BY A QUALIFIED INDEPENDENT TESTING AGENCY. INCLUDING ROOM NUMBERS AFFECTED, PREPARE QUOTATIONS FOR PROPOSED CHANGES IN THE PRIOR TO,THROUGH AND AFTER JANUARY 1,2000, INCLUDING LEAP YEAR CALCULATIONS. AS REQUIRED. NO.3 COMMON OR STANDARD GRADE BOARDS PER SPIB,WCLIB OR WVVPA RULES GLUED-BLOCK OR STRUCTURAL COMPOSITE LUMBER CORES INSTEAD OF PARTICLEBOARD CORES AT 5. GYPSUM WALLBOARD: ASTM C 36,TYPE AND THICKNESS INDICATED. FARMERS HILLSBORO WORK IN A"BREAK-DOWN"FORM,GIVING THE NUMBER OF UNITS,UNIT COST OF MATERIALS, D. SOFTWARE PRODUCTS THAT PROCESS DATE OR DATE RELATED DATA SHALL RECOGNIZE,STORE AND APPLICABLE TO AGENCY UNDER WHICH LUMBER IS GRADED. LOCATIONS WHERE EXIT DEVICES ARE INDICATED. 6. WATER-RESISTANT GYPSUM BACKING BOARD: ASTM C 630/C 630M,WITH CORE TYPE AND IN HOURS OF LABOR,HOURLY COST OF LABOR,TOOLS,SUPPLIES,EQUIPMENT,TRANSPORTATION, TRANSMIT DATE DATA IN A FORMAT WHICH EXPLICITLY AND UNAMBIGUOUSLY SPECIFIES THE CORRECT 4. PLYWOOD BACKING PANELS: FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT,PROVIDE 7. FIRE-RATED DOORS: CONSTRUCTION AND CORE SPECIFIED ABOVE FOR TYPE OF FACE INDICATED THICKNESS INDICATED. OFFICE RELOCATION SUPERINTENDENTS,CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS OF EVERY NATURE, CENTURY. FIRE-RETARDANT TREATED PLYWOOD PANELS WITH GRADE DESIGNATION,APA C-D PLUGGED INT WITH OR MANUFACTURER'S STANDARD MINERAL-CORE CONSTRUCTION AS NEEDED TO PROVIDE FIRE 7. INTERIOR GALVANIZED METAL TRIM: ASTM C 1047. INSURANCE,TAXES,BONDS,ALL OTHER OVERHEAD COSTS AND PROFIT,AND SHALL REFLECT CREDITS E. CONTRACTOR SHALL INCLUDE THIS REQUIREMENT IN ALL SUB-CONTRACTS AND EQUIPMENT ORDERS EXTERIOR GLUE, IN THICKNESS INDICATED,OR, IF NOT OTHERWISE INDICATED,NOT LESS THAN 3/4-INCH RATING INDICATED. 8. EXTRUDED ALUMINUM TRIM:PROFILES AND DIMENSIONS INDICATED. FRY REGLET CORP.,GORDON, AS WELL AS EXTRAS. FOR THIS PROJECT. 5. FIRE-RETARDANT TREATMENT: WHERE F1RE-RETARDANT TREATED WOOD IS REQUIRED BY A. EDGE CONSTRUCTION: INTUMESCENT SEALS CONCEALED BY OUTER STILE MATCHING FACE VENEER, INC.,PITTCON INDUSTRIES,OR APPROVED EQUAL. Prepared For 6. CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS ON SITE F. SUBMITTALS: PROVIDE CERTIFICATION FROM SUPPLIERS AND SUB-CONTRACTORS PROVIDING DATE CONSTRUCTION TYPE, PRESSURE IMPREGNATE LUMBER AND PLYWOOD WITH FIRE-RETARDANT AND LAMINATED BACKING FOR IMPROVED SCREW-HOLD1NG CAPABILITY AND SPLIT RESISTANCE. 9. JOINT TREATMENT MATERIALS: FARMERS INSURANCE DURING CONSTRUCTION FOR USE OF ALL TRADES. ENSURE THAT ALL SUBCONTRACTORS RECEIVE SENSITIVE EQUIPMENT,SYSTEMS,AND SOFTWARE THAT THE PROPOSED EQUIPMENT,COMPONENTS CHEMICALS TO COMPLY WITH AWPA C20 AND C27,RESPECTIVELY. B. PAIRS: FURNISH FORMED-STEEL EDGES ADATRAGALS WITH INTUMESCENT SEALS FOR PAIRS OF A. GENERAL: PROVIDE MATERIALS COMPLYING WITH ASTM C 475,ASTM C 840,AND COMPLETE SETS OF CONSTRUCTION DRAWINGS. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR AND SYSTEMS COMPLY WITH THESE REQUIREMENTS. 6. PRESERVATIVE TREATMENT: PRESSURE PRESERVATIVE TREAT ALL ROOF CURBS,NAILERS AND F1RE-RATED DOORS,UNLESS OTHERWISE INDICATED. RECOMMENDATIONS OF MANUFACTURER OF BOTH GYPSUM BOADAD JOINT COORDINATION OF ALL WORK. 6. COMPLETE ASSEMBLIES: PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES,TRIM FINISH,FASTENERS,AND BLOCKING WITH EXTERIOR EXPOSURE AND EXTERIOR ITEMS IN CONTACT WITH CONCRETE OR C. THE DOOR AND FRAME SHALL BEAR AN APPROVED LABEL OR OTHER IDENTIFICATION SHOWING THE TREATMENT MATERIALS FOR THE APPLICATION INDICATED. TIGARD, OR 7. THE OWNER,WITHOUT INVALIDATING THE CONTRACT,MAY ORDER EXTRA WORK OR MAKE CHANGES OTHER ITEMS NEEDED FOR A COMPLETE INSTALLATION FOR THE INDICATED USE AND EFFECT. MASONRY WITH AMMONIACAL,OR AMINE,COPPER QUAT(ACQ) IN ACCORDANCE WITH AWPA C2 RATING THEREOF,FOLLOWED BY THE LETTER"S",THE NAME OF THE MANUFACTURER AND THE B. JOINT TAPE: PAPER REINFORCING TAPE. BY ALTERING,ADDING TO,OR DEDUCTING FROM THE WORK, CONTRACT SUM AND CLAIMS FOR 7. PROVIDE STANDARD PRODUCTS IF AVAILABLE,AND UNLESS CUSTOM PRODUCTS OR NON-STANDARD (LUMBER)ADAPA C9(PLYWOOD). IDENTIFICATION OF THE SERVICE CONDUCTING THE INSPECTION OF MATERIALS AND WORKMANSHIP AT C. SETTING-TYPE JOINT COMPOUNDS: CHEMICAL-HARDENING POWDER. Contract No: 16.24752.00 EXTENSION OF TIME WILL BE ADJUSTED IN ACCORDANCE WITH CONTRACT CONDITIONS RELATIVE TO OPTIONS ARE SPECIFIED,PROVIDE STANDARD PRODUCTS OF THE TYPES THAT HAVE BEEN PRODUCED THE FACTORY DURING FABRICATION AND ASSEMBLY. D. DRYING-TYPE JOINT COMPOUNDS: VINYL-BASED PRODUCTS. CHANGES IN THE WORK. CHANGES IN THE WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE CONTRACT AND USED SUCCESSFULLY IN SIMILAR SITUATIONS ON OTHER PROJECTS. 06 40 00-ARCHITECTURAL WOODWORK 8. BLOCKING: FOR MINERAL-CORE DOORS USE COMPOSITE BLOCKING WITH IMPROVED S 10. NON-LOAD-BEARING STEEL FRAMING INSTALLATION: ASTM C 754,ADATM C 840 REQUIREMENTS DOCUMENTS. 8. THE OWNER RESERVES THE RIGHT TO LIMIT SELECTION TO PRODUCTS WITH WARRANTIES NOT IN 1. QUALITY STANDARDS: COMPLY WITH ONE OF THE FOLLOWING: CREW-HOLD1NG CAPABILITY TO PROVIDE A MINIMUM 500 LB.SCREW WITHDRAWAL RESISTANCE THAT APPLY TO FRAMING INSTALLATION. 8. SECTIONS OF DIVISION 1 -GENERAL REQUIREMENTS,GOVERN THE EXECUTION OF THE WORK OF CONFLICT WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. A. AWI'S"ARCHITECTURAL WOODWORK QUALITY STANDARDS"FOR GRADES OF INTERIOR ARCHITECTURAL PER ASTM D 143/NWWDA TM-10(NOW PUBLISHED BY WDMA)AND MINIMUM 200,000 SLAM CYCLES PER 11. DEFLECTION COMPENSATION: PROVIDE DEFLECTION COMPENSATION AT THE TOP OF PARTITIONS ALL SECTIONS OF THE SPECIFICATIONS. 9. WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM"AS SELECTED",ARCHITECT WILL MAKE SELECTION. WOODWORK,CONSTRUCTION,FINISHES,AND OTHER REQUIREMENTS.PROVIDE AWI CERTIFICATION ANSI A 151.1/NVVWDA TM-7(NOW PUBLISHED BY VVDMA)WITHOUT FAILURE. EXTENDING TO STRUCTURE. METHOD SHALL COMPLY WITH UBC 1997 SECTION 706,"FIRE-RESISTIVE 10.WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM"MATCH SAMPLE",SAMPLE IS ARCHITECT'S. LABELS OR COMPLIANCE CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS JOINT SYSTEMS"AND SECTION 711,*SHAFT ENCLOSURES,'AND UBC STANDARD 7.1, 01 10 00-SUMMARY OF WORK 11. DESCRIPTIVE,PERFORMANCE,AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS OF GRADES SPECIFIED. 9. FINISH DOORS AT FACTORY THAT ARE INDICATED TO RECEIVE TRANSPARENT FINISH. FIELD FINISH "FIRE TEST PROCEDURES." 1. SCOPE OF WORK,LOCATION,AND OTHER DATA IS INDICATED BY DRAWING CONTENT. ESTABLISH"SALIENT CHARACTERISTICS"OF PRODUCTS. B. WI(FORMERLY WIC)"MANUAL OF MILLWORK"FOR GRADES OF INTERIOR ARCHITECTURAL WOODWORK, DOORS INDICATED TO RECEIVE OPAQUE FINISH. PROVIDE PREMIUM GRADE FINISH EQUAL TO NVVWDA 12. GYPSUM BOARD INSTALLATION: COMPLY WITH ASTM C 840 AND GA-216. A,-,k ' .-, )* C' \ `A 2. PROVIDE WORK IN ACCORDANCE WITH REQUIREMENTS OF THE"AMERICANS WITH DISABILITIES ACT" 12. VERIFY PRIOR TO BIDDING THAT ALL SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR INSTALLATION TO CONSTRUCTION,FINISHES,AND OTHER REQUIREMENTS. PROVIDE WIC-CERTIFIED COMPLIANCE 1.5.1-A SYSTEM TR-4 CONVERSION VARNISH. MATCH ARCHITECTS APPROVED SAMPLE 13.WATER-RESISTANT GYPSUM BACKING BOARD: INSTALL WITH 1/4-INCH(6.4-MM)GAP WHERE V '' ' 1 4* '..,4„: \_k ,,,,,„ (ADA), INCLUDING LATEST AMENDMENTS. WHERE WORK SHOWN DOES NOT COMPLY WITH THE ADA, ASSURE COMPLETION OF THE PROJECT WITHIN THE TIME REQUIRED BY THE CONTRACT DOCUMENTS. CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. 10. INSTALL DOORS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, REFERENCED QUALITY PANELS ABUT OTHER CONSTRUCTION OR PENETRATIONS. X:i. -..- \-vre* ,,, HALT THE EFFECTED WORK AND REQUEST WRITTEN INSTRUCTIONS FROM THE ARCHITECT PRIOR TO 13. COSTS FOR DELAYS BECAUSE OF NON-AVAILABILITY OF SPECIFIED ITEMS,WHEN SUCH DELAYS COULD PROVIDE WIC-CERTIFIED COMPLIANCE CERTIFICATE FOR INSTALLATION. STANDARD,ADA INDICATED. INSTALL FIRE-RATED DOORS IN CORRESPONDING FIRE-RATED 14. LEVELS OF GYPSUM BOARD FINISH: PROVIDE THE FOLLOWING LEVELS OF GYPSUM BOARD *.N. - ',. ,- ‘‘ PROCEEDING. HAVE BEEN AVOIDED BY CONTRACTOR WILL BE BORNE BY THE CONTRACTOR. 2. PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF THE REFERENCED PRODUCT STANDARDS FRAMES ACCORDING TO NFPA 80. FINISH PER GA-214. \ . A V \\. 3. IDENTIFY TOILET FACILITIES WITH SIGNAGE COMPLYING WITH THE INTERNATIONAL SYMBOL OF FOR GRADE INDICATED. A. LEVEL 1 FOR CEILING PLENUM AREAS, CONCEALED AREAS,AND WHERE INDICATED, A,,,,,,,,:, 4•--,,,,,,,,k,,,,,,,,„ ,,':': ''... :4, '\'m '' ,;N s-,k ' ACCESSIBILITY(UBC CHAPTER 11). 01 73 00-EXECUTION 3. HARDBOARD: ANSI/AHA A135.4. 08 31 00-ACCESS DOORS AND PANELS UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE-RESISTIVE-RATED 4N\:‘ A*,- .),,s,, .1'.*,. ..'...„, .:',v --- 4. THE PATH OF TRAVEL FROM THE DESIGNATED HANDICAP PARKING SPACES AND THE PUBLIC 1. CONSTRUCTION LAYOUT 4. MEDIUM DENSITY FIBERBOARD(MDF): ANSI A208.2;FORMALDEHYDE FREE. 1. PROVIDE ACCESS DOORS AND PANELS AS SHOWN ON THE DRAWINGS ADA REQUIRED FOR ASSEMBLIES AND SOUND-RATED ASSEMBLIES. .1,„, ;,,N„,,,,.,„ ,,;,', ,,,N,4%.,\\,,,.: SIDEWALK PROVIDES A FREE AND UNOBSTRUCTED PASSAGE FOR ACCESS TO AND EGRESS FROM THE A. DO NOT SCALE DRAWINGS,DIMENSIONS GOVERN.LARGE SCALE DETAILS GOVERN OVER SMALLER 5. PARTICLEBOARD: NOT ALLOWED. ACCESS TO UTILITIES AND EQUIPMENT, FURNISH EACH ACCESS DOOR ASSEMBLY MANUFACTURED B. LEVEL 2 WHERE WATER-RESISTANT GYPSUM BACKING BOARD PANELS FORM AREA OF WORK. SCALE DETAILS. 6. SOFTWOOD PLYWOOD: PS 1. AS AN INTEGRAL UNIT,COMPLETE WITH ALL PARTS,AND READY FOR INSTALLATION. SUBSTRATES FOR TILE,AND WHERE INDICATED. 5. MOUNT LIGHT AND CONTROL SWITCHES NOT MORE THAN 4-FEET-0-INCHES ABOVE FINISHED FLOOR B. INFORM ARCHITECT WHEN CHALK LINE LAYOUT OF PARTITIONS IS COMPLETED SO THAT IT CAN BE 7. FORMALDEHYDE EMISSION LEVELS: PROVIDE FORMALDEHYDE FREE MATERIALS. A. FIRE-RATED ACCESS DOORS AND FRAMES: UNITS COMPLYING WITH NFPA 80 THAT ARE IDENTICAL C. LEVEL 4 FOR GYPSUM BOARD SURFACES UNLESS OTHERWISE INDICATED. Heilmuth, Obata + Kassabaum, Inc. OR WORKING LEVEL. VERIFIED. MAKE REQUIRED CHANGES PRIOR TO START OF CONSTRUCTION. 8. FABRICATION: COMPLY WITH DETAILS AND CONSTRUCTION TYPES INDICATED. TO ACCESS DOOR AND FRAME ASSEMBLIES TESTED FOR FIRE-TEST-RESPONSE CHARACTERISTICS D. LEVEL 5 FOR GYPSUM BOARD SURFACES WHERE INDICATED TO RECEIVE SMOOTH 9530 Jefferson Boulevard 6. PROVIDE DOORS NOT LESS THAN 3-FEET-0-INCH WIDE BY 6-FEET-8-1NCHES IN HIGH. C. SUPPLY ALL NECESSARY INFORMATION ON REQUIRED CUTOUTS FOR PLUMBING FIXTURES TO 9. CABINET HARDWARE AND ACCESSORY MATERIALS: AS INDICATED ON DRAWINGS AND SCHEDULES. PER THE FOLLOWING TEST METHOD AND THAT ARE LISTED AND LABELED BY UL FINISH AND/OR WALL WASH LIGHT FIXTURES. 7. PROVIDE FLOORS AND LANDINGS LOCATED AT A DOORWAYS NOT MORE THAN 1/2-INCH LOWER MILLWORK CONTRACTOR. 10. FACTORY FINISHING OF INTERIOR ARCHITECTURAL WOODWORK 1) VERTICAL ACCESS DOORS AND FRAMES TESTED PER NFPA 252 or UL 108. Culver City, CA 90232 USA THAN THE TOP OF THE THRESHOLD. PROVIDE THRESHOLDS WITH 1/4-INCH MAXIMUM VERTICAL D. DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED IN CENTER A. AWI SECTION 1500,UNLESS OTHERWISE INDICATED. 2) HORIZONTAL ACCESS DOORS AND FRAMES TESTED PER ASTM E 119 or UL 263. 09 30 00-TILING t +1 310 838 9555 f+1 310 838 9586 EDGE AND WITH A CHANGE IN LEVEL NOT GREATER THAN 1:2. OF ROOM OR 4"FROM ADJOINING PARTITION AS SHOWN. B. WI SECTION 1,'GENERAL INFORMATION-TECHNICAL BULLETIN",REQUIREMENTS FOR"FACTORY 2. FLUSH METAL ACCESS DOORS AND TRIMLESS FRAMES: 1. TILE PRODUCTS: AS INDICATED ON DRAWINGS AND SCHEDULES. 8. PROVIDE A CLEAR AND LEVEL AREA ON EACH SIDE OF EXIT DOORS WITH A LENGTH OF AT LEAST 2. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLING FINISHING OF MILLWORK' A. MATERIAL: 2. WATERPROOFING AND CRACK-SUPPRESSION MEMBRANE: MANUFACTURER'S STANDARD PRODUCT 60-INCHES IN THE DIRECTION OF THE DOOR SWING ADA LEAST 48-INCHES IN THE OPPOSITE PRODUCTS IN APPLICATIONS INDICATED. C. GRADE: CUSTOM. 1) PAINTED GYP.BD. SURFACES: PRIME-PAINTED COLD-ROLLED STEEL SHEET, THAT COMPLIES WITH ANSI A118.10; NOBLE COMPANY(THE); NOBLESEAL TS, All reproduction&intellectual property rights reserved© 2015 DIRECTION,MEASURED AT RIGHT ANGLE TO DOOR IN ITS CLOSED POSITION. 3. ENSURE THAT INSTALLATION CONFORMS TO BUILDING CODE REQUIREMENTS. THE MATERIALS D. FINISH: AWI SYSTEM TR-4,CONVERSION VARNISH;WI SYSTEM#2,CONVERSION VARNISH. ASTM A 1008/A 1008M,COMMERCIAL STEEL(CS),EXPOSED. CHLORINATED-POLYETHYLENE-SHEET. In Association with 9. PROVIDE LEVER TYPE HARDWARE COMPLYING WITH ADA REQUIREMENTS. SPECIFIED ARE INTENDED TO MEET CODE REQUIREMENTS. IMMEDIATELY NOTIFY ARCHITECT OF ALL E. STAINING,EFFECT,SHEEN: TO MATCH APPROVED SAMPLES. 2) TILE SURFACES(TOILET ROOMS): STAINLESS STEEL,ASTM A 666,TYPE 304. 3 PORTLAND CEMENT MORTAR(THICKSET)INSTALLATION MATERIALS: ANSI A108.1A. 10. PROVIDE BOTTOM 10-INCHES OF DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, WITH A DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS. DO NOT 11. INSTALL WOODWORK PLUMB,LEVEL,TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REMOVE TOOL AND DIE MARKS AND STRETCH LINES OR BLEND INTO DIRECTIONAL 4. DRY-SET PORTLAND CEMENT MORTAR(THIN SET): ANSI A118.1. • SMOOTH,UNINTERRUPTED SURFACE. - PROCEED WITH INSTALLATION UNTIL INSTRUCTIONS RESOLVING DISCREPANCIES HAVE BEEN RECEIVED. REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8-INCH IN 8-FEET-0-INCHES SATIN NO.4 FINISH. 5. LATEX-PORTLAND CEMENT MORTAR(THIN SET): ANSI A118.4. . SYSKA HENNESY GROUP 11. PROVIDE EXIT DOORS TO SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD FOR PLUMB AND LEVEL(INCLUDING TOPS);AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING B. DOOR: MINIMUM 0.060-INCH(1.5-MM)THICK SHEET METAL,SET FLUSH WITH SURROUNDING 6. CHEMICAL-RESISTANT,WATER-CLEANABLE,TILE-SETTING AND-GROUTING EPDXY: ANSI A118.3. MEP OF MORE THAN 50(UBC CHAPTER 10). 01 73 30-CORRECTION OF DEFECTIVE WORK. SURFACES. COMPLY WITH INSTALLATION REQUIREMENTS ESTABLISHED BY REFERENCED STANDARDS. FINISH SURFACES. 7. POLYMER-MODIFIED TILE GROUT: ANSI A118.7,COLOR AS INDICATED. 330 N. WABASH AVE. SUTE 1505 CHICAGO, IL 60611 12.ARRANGE EXIT DOORS TO OPERATE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL 1. PATCH,REPAIR,REPLACE,AND/OR REFINISH EXISTING CONSTRUCTION AS NECESSARY TO REFURBISH C. FRAME: MINIMUM 0.060-INCH(1.5-MM)THICK SHEET METAL WITH BEAD FOR TYPE OF 8. ONE-PART,MILDEW-RESISTANT SILICONE: ASTM C 920;TYPE S;GRADE NS;CLASS 25; KNOWLEDGE OR EFFORT. USE ONLY SPECIAL LOCKING DEVICES OF AN APPROVED TYPE.PROVIDE DAMAGED AND NONCONFORMING AREA OF WORK. 07 00 00-THERMAL AND MOISTURE PROTECTION-COMMON WORK RESULTS SURFACE INDICATED. FORMULATED WITH FUNGICIDE, INTENDED FOR 1N-SERVICE EXPOSURES OF HIGH HUMIDITY AND TEL: 312.588.3560 EXIT DOOR CLOSERS ADJUSTED SO THAT THE DOOR TAKES AT LEAST 3 SECONDS TO CLOSE FROM 1. LEED REQUIREMENTS-CREDIT EQ 4.2 SUBMITTAL: PRODUCT DATA FOR DAMPPROOFING USED ON D. HARDWARE: EXTREME TEMPERATURES. VVVVVV.SYSKA.COM AN OPEN POSITION OF 70 DEGREES TO WITHIN 3-INCHES OF THE LATCH. 01 74 00-CLEANING AND WASTE MANAGEMENT THE INTERIOR OF THE BUILDING INDICATING VOC CONTENT IN G/L CALCULATED ACCORDING TO 1) HINGES;CONCEALED PIN TYPE. 9. ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF ANSI A108 SERIES"SPECIFICATIONS 1. CLEAN PREMISES WITHIN CONSTRUCTION LIMITS AND ALONG ACCESS ROUTES DAILY, INCLUDING 40 CFR 59, SUBPART D(EPA METHOD 24). 2) LATCH: SCREWDRIVER-OPERATED CAM LATCH. FOR INSTALLATION OF CERAMIC TILE"THAT APPLY TO TYPES OF SETTING AND GROUTING 01 31 00-PROJECT MANAGEMENT AND COORDINATION COMMON AREAS. COORDINATE PROGRESS CLEANING FOR JOINT-USE AREAS WHERE MORE THAN E. MANUFACTURERS: KARP ASSOCIATES, INC.,MILCOR, INC.,OR APPROVED EQUAL. MATERIALS AND TO METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. 1. FORWARD COPIES OF EXECUTED PERMITS TO ARCHITECT. ONE INSTALLER HAS WORKED. ENFORCE REQUIREMENTS STRICTLY. DISPOSE OF MATERIALS LAWFULLY. 07 81 00-APPLIED FIREPROOFING 3. GFRG PANELS FOR EXPOSED GYPSUM BOARD CEILINGS: 10.TCA INSTALLATION GUIDELINES: TCA'S"HANDBOOK FOR CERAMIC TILE INSTALLATION." 2. SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSTRUCTION STANDARD.REFER 2. KEEP INSTALLED WORK CLEAN. 07 81 05-PATCHING DAMAGED FIREPROOFING A. MATERIAL/CONSTRUCTION: HIGH DENSITY GYPSUM,COMPLETELY FREE OF BOTH ASBESTOS COMPLY WITH TCA INSTALLATION METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. QUESTIONS REGARDING THEIR DEFINITION TO ARCHITECT FOR CLARIFICATION.. 3. CONCEALED SPACES: REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING THE SPACE. 1. PROVIDE MATERIALS AND CONSTRUCTION THAT ARE IDENTICAL TO THOSE TESTED BY UNDERWRITER'S AND RESIN,REINFORCED WITH CONTINUOUS RANDOM FILAMENT GLASSFIBER MAT. 3. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH,UNO. LABORATORY,INC.,FOR FIRE RATED ASSEMBLY DESIGN NUMBERS INDICATED. 1) SHELL THICKNESS: 1/8-3/16-INCH 09 50 00-CEILINGS 4. ARRANGE FOR EACH TRADE TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE 01 75 00-STARTING AND ADJUSTING 2. DO NOT REMOVE ANY SPRAYED-ON FIRE RESISTIVE MATERIAL WITHOUT PRIOR APPROVAL. RECOAT B. FABRICATION: UNITS TO BE SUITABLY REINFORCED WITH STEEL OR WOOD. FINISH RELATING TO THEIR WORK. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR 1. START EQUIPMENT AND OPERATING COMPONENTS TO CONFIRM PROPER OPERATION. REMOVE FIRE RESISTIVE MATERIALS DAMAGED BY OTHER TRADES AND SURFACES WHERE FIRE RESISTIVE COMPATIBLE WITH LEVEL 5 GYPSUM BOARD FINISH. 09 51 00-ACOUSTICAL CEILINGS EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING MALFUNCTIONING UNITS,REPLACE WITH NEW UNITS,AND RETEST. MATERIAL HAS BEEN REMOVED FOR INSTALLATION OF RELATED WORK;COST OF REPAIRS TO BE C. MANUFACTURERS: INTEX FORMS,PLASTERGLASS INC.,OR APPROVED EQUAL. 1. PANELS AND SUSPENSION SYSTEMS: SEE FINISH LEGEND AND SCHEDULE FOR PRODUCT SELECTIONS, THE JOB SITE AND CONDITIONS EFFECTING EXECUTION OF THE WORK. 2. ADJUST OPERATING COMPONENTS FOR PROPER OPERATION WITHOUT BINDING,VIBRATING,OR BORNE BY RESPECTIVE TRADES. COLORS,AND LOCATIONS. 5. CONTACT OWNER'S REPRESENTATIVE FOR RULES FOR USE OF EXISTING FACILITIES,DELIVERIES, PRODUCING EXCESSIVE NOISE. ADJUST EQUIPMENT FOR PROPER OPERATION. 3. SPRAYED FIRE RESISTIVE MATERIAL: CEMENTITIOUS SPRAYED FIRE RESISTIVE MATERIAL CONSISTING 08 71 00-DOOR HARDWARE 2. INSTALL ACOUSTICAL PANEL CEILINGS TO COMPLY WITH ASTM C 636 REQUIREMENTS, REMOVALS,STORAGE,TEMPORARY FACILITIES AND CONTROLS,TEMPORARY UTILITIES AND SERVICES, 3. PROTECT INSTALLED CONSTRUCTION. OF FACTORY MIXED,DRY FORMULATION OF GYPSUM OR PORTLAND CEMENT BINDERS AND 1. PROVIDE COMMERCIAL DOOR HARDWARE FOR OPENINGS SHOWN. MANUFACTURER'S WRITTEN INSTRUCTIONS,AND CISCA'S"CEILING SYSTEMS HANDBOOK." CONSTRUCTION OPERATIONS,WORK PERFORMED OUTSIDE REGULAR BUSINESS HOURS,AND OTHER LIGHTWEIGHT MINERAL OR SYNTHETIC AGGREGATES MIXED WITH WATER AT PROJECT SITE TO FORM A 2. COORDINATION: COORDINATE DOOR HARDWARE WITH OTHER WORK. FURNISH SHOP DRAWINGS OF REQUIREMENTS AFFECTING USE OF THE SITE AND PROSECUTION OF THE WORK. IF OVERTIME WORK 01 77 00-CLOSEOUT PROCEDURES SLURRY OR MORTAR FOR CONVEYANCE AND APPLICATION ADA REQUIRED FOR THE UL DESIGNS INDICATED. OTHER WORK WHERE REQUIRED OR REQUESTED TO COORDINATE INSTALLATION. 09 68 00-CARPETING/09 68 13-TILE CARPETING/09 68 16-SHEET CARPETING IS REQUIRED BY ANY TRADE,APPROVAL(INCLUDING CST APPROVAL)MUST BE OBTAINED FROM 1. CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER ARCHITECT HAS PREPARED THE CERTIFICATE OF A. CONCEALED APPLICATION: MATERIALS APPLIED TO SURFACES THAT ARE CONCEALED FROM VIEW 3. PREPARE DOOR HARDWARE SCHEDULE UNDER THE SUPERVISION OF SUPPLIER,DETAILING 1. SUBMIT SHOP DRAWINGS INDICATINGCRPET LOCATIONS,DYE LOT LIMITATIONS,SEAMING PLAN, Key Plan OWNER PRIOR TO EXECUTION OF THE OVERTIME WORK. THE GENERAL INTENT IS THAT ALL WORK SUBSTANTIAL COMPLETION AND PUNCH LIST,AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE BEHIND OTHER CONSTRUCTION WHEN THE WORK IS COMPLETED, INTENDED TO BE CONCEALED FABRICATION AND ASSEMBLY OF DOOR HARDWARE,AS WELL AS PROCEDURES AND DIAGRAMS. METHOD OF JOINING SEAMS,DIRECTION OF CARPET IN EACH ROOM OR AREA,AND TYPE AND EXCEPT FOR NOISE-GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. CONTRACTOR SHALL SUBMIT MAINTENANCE AND WARRANTY MANUALS,RELEASE OF LIENS,AND BY TENANT IMPROVEMENTS,AND WHICH HAVE NOT BEEN DEFINED AS EXPOSED. COORDINATE THE FINAL DOOR HARDWARE SCHEDULE WITH DOORS, FRAMES,AND RELATED WORK TO LOCATION OT TRANSITION STRIPS,SUBMIT SAMPLES: 12X12 INCH SAMPLES IN EACH COLOR AND 6. COORDINATE AND VERIFY SIZE, LOCATION AND CHARACTERISTICS OF OWNER SUPPLIED MATERIAL AND RECORD DRAWINGS TO ARCHITECT WITH HIS FINAL APPLICATION FOR PAYMENT. ARCHITECT SHALL 1. BASIS OF DESIGN PRODUCTS: W.R.GRACE-"MONOKOTE TYPE MK-6"FULLY CONCEALED; ENSURE PROPER SIZE,THICKNESS,HAND,FUNCTION,AND FINISH OF DOOR HARDWARE. PATTERN.SUBMIT SAMPLE OF TRANSITION STRIPS,4 INCHES LONG IN EACH COLOR. _f----J EQUIPMENT WITH WORK OF THIS CONTRACT TO PROVIDE A NEAT WORKMANLIKE INSTALLATION OF PREPARE ANY NECESSARY CHANGE ORDERS REQUIRED TO FINALIZE THE COST OF THE PROJECT "RETRO-GUARD"REPAIRS. A. FORMAT: COMPLY WITH SCHEDULING SEQUENCE AND VERTICAL FORMAT IN DOOR HARDWARE INSTITUTE'S 2, SEAMING MATERIALS:AS RECOMMENDED BY CARPET MANUFACTURER. ADHESIVE WATERPROOF LATEX . ALL WORK THAT FITS AVAILABLE SPACE,PROVIDES THE FUNCTION OR USE INTENDED,AND PROVIDES BASED ON THE CONTRACTORS FINAL SUBMITTALS. B. EXPOSED INTERIOR APPLICATION: MATERIALS ARE THOSE APPLIED TO SURFACES THAT ARE "SEQUENCE AND FORMAT FOR THE HARDWARE SCHEDULE." BASED CEMENT FORMULATED SPECIFICALLY FOR INSTALLING CARPET; RECOMMENDED BY CARPET ADEQUATE SERVICE ACCESS. 2. "EXISTING TO REMAIN',"EXISTING TO BE RELOCATED",AND/OR NEW ITEMS INSTALLED BY THE EXPOSED TO VIEW WHEN THE WORK IS COMPLETED,THAT ARE IN ELEVATOR SHAFTS AND MACHINE B. ORGANIZATION: ORGANIZE THE DOOR HARDWARE SCHEDULE INTO DOOR HARDWARE SETS MANUFACTURER.LEVELING COMPOUND:WHITE,PREMIXED,LATEX BASED. 7. VERIFY AND COORDINATE LOCATION OF ALL ACCESS PANELS(IN PARTITIONS, FLOORS,OR CEILINGS). CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF ROOMS,THAT ARE IN MECHANICAL ROOMS,AND THAT ARE IDENTIFIED AS EXPOSED ON DRAWINGS. INDICATING COMPLETE DESIGNATIONS OF EVERY ITEM REQUIRED FOR EACH DOOR OR OPENING. 4. INSTALL CARPET IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND CRI 104,SECTIONS CONFIRM LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. CONSTRUCTION,SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF ARCHITECT PRIOR TO C. PROVIDE COMPLETE HARDWARE SETS FOR ALL OPENINGS SHOWN, IN COMPLIANCE WITH LOCAL 8-"DIRECT GLUE-DOWN,"9-"DOUBLE GLUE-DOWN,"10-"ATTACHED CUSHION,"11-"STRETCH-IN 8. PROVIDE BLOCKING,BACKING,FRAMING HANGERS,OR OTHER SUPPORT FOR ALL FIXTURES, BEING TURNED OVER TO THE OWNER. 1. BASIS OF DESIGN PRODUCTS: "MONOKOTETYPE Z106&Z106/HY"EXPOSED INTERIOR; CODES AND INDUSTRY STANDARDS. UTILIZING TACKLESS STRIP,"FOR SYSTEM INDICATED. EQUIPMENT,CABINETRY, FURNISHINGS,AND OTHER HEAVY CONSTRUCTION. 3. BEFORE ACCEPTANCE BY THE OWNER,THE COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS "MONOKOTETYPE Z146"SUBJECT TO IMPACT. D. WHERE REQUIRED TO MATCH EXISTING BUILDING ITEMS,PROVIDE MANUFACTURERS AND PRODUCTS 5. INSTALL CARPET TILE TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND CRI 104, REMOVED,AND ALL OTHER TOUCH UP COMPLETED. THAT MATCH BUILDING STANDARD. SECTION 13,"CARPET MODULES(TILES)." 01 32 00-CONSTRUCTION PROGRESS DOCUMENTATION 07 80 00-FIRE AND SMOKE PROTECTION E. COORDINATE DOOR FUNCTION AND KEYING WITH TENANT/OWNER. 1 1. SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER INDICATING SEQUENCE AND PHASING. 01 81 13-SUSTAINABLE DESIGN REQUIREMENTS 07 84 13-PENETRATION FIRESTOPPING 4. FIRE-RATED DOOR ASSEMBLIES: PROVIDE DOOR HARDWARE FOR ASSEMBLIES COMPLYING WITH 09 90 00-PAINTING AND COATING OF WORK FROM START TO FINISH OF THE PROJECT. A. COMPLY WITH GENERAL REQUIREMENTS AND PROCEDURES FOR COMPLIANCE WITH U.S.GREEN 07 84 46-FIRE-RESISTIVE JOINT SYSTEMS NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO 1. SUBMIT PRODUCT DATA FROM MANUFACTURER FOR PROPOSED USE. INCLUDE PRODUCT DESIGNATION El 2. SUBMITTALS SCHEDULE: TABULATE THE FOLLOWING: BUILDING COUNCIL'S(USGC LEED PREREQUISITES AND CREDITS NEEDED TO COMPLY WITH 1. PROVIDE RATED SYSTEMS PER ASTM E 814 or UL 1479 AT PENETRATIONS OF RATED CONSTRUCTION. AUTHORITIES HAVING JURISDICTION,FOR FIRE RATINGS INDICATED,BASED ON TESTING ACCORDING TO NFPA 252. AND GRADE OF EACH PAINT AND COATING TYPE,SURFACE PREPARATION MATERIALS AND PROCEDURES, SCHEDULED DATE FOR FIRST SUBMITTAL;SPECIFICATION SECTION NUMBER AND TITLE;SUBMITTAL PROJECT GOALS FOR"SUSTAINABILITY"INCLUDING LEED CERTIFICATION WHEN INDICATED ON DRAWINGS. 2. PERFORMANCE REQUIREMENTS: 5. SUPPLIER QUALIFICATIONS: DOOR HARDWARE SUPPLIER WITH WAREHOUSING FACILITIES IN AND PRODUCT ANALYSIS AND PERFORMANCE CHARACTERISTICS FOR EACH PAINT AND COATING TYPE. CATEGORY(ACTION OR INFORMATIONAL);NAME OF SUBCONTRACTOR;DESCRIPTION OF THE WORK B. LEED WORKBOOK INCLUDED UNDER SEPARATE COVER(AS APPLICABLE). A. F-RATINGS: PROVIDE FIRESTOP SYSTEMS WITH F-RATINGS EQUALING OR EXCEEDING PROJECT'S VICINITY AND WHO IS OR EMPLOYS A QUALIFIED ARCHITECTURAL HARDWARE CONSULTANT, 2. SUBMIT SAMPLES OF 8.5"X11"INCH FOR EACH TYPE PAINT SHOWING COLOR AND LUSTER,ON Professional Seals COVERED;SCHEDULED DATE FOR ARCHITECTS FINAL RELEASE OR APPROVAL. F1RE-RESISTANCE RATING OF CONSTRUCTIONS PENETRATED AS DETERMINED PER ASTM E 814. AVAILABLE DURING THE COURSE OF THE WORK TO CONSULT WITH CONTRACTOR,ARCHITECT,AND REPRESENTATIVE SUBSTRATE.SUBMIT 12X12 INCH TEXTURE SAMPLES ON GYPSUM BOARD BACKING. 3. REPORTS: PROVIDE AS REQUIRED TO DOCUMENT EVENTS 03 53 00-CONCRETE TOPPING B. T-RATINGS: PROVIDE FIRESTOP SYSTEMS WITH T-RATINGS REQUIRED,AS WELL AS F-RATINGS, OWNER ABOUT DOOR HARDWARE AND KEYING. 3. PROVIDE 1 GALLON CONTAINERS EXTRA STOCK OF EACH COLOR FINISH COAT TO THE OWNER. --- - -.--, DAILY CONSTRUCTION REPORTS;MATERIAL LOCATION REPORTS,FIELD CONDITION REPORTS;SPECIAL 03 54 16-HYDRAULIC CEMENT UNDERLAYMENT DETERMINED PER ASTM E 814,WHERE SYSTEMS PROTECT PENETRATING ITEMS WITH POTENTIAL 6. INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS. 4. DO NOT THIN PAINT IN EXCESS OF MANUFACTURERS RECOMMENDATIONS. - : / N REPORTS. 1. USE SELF-LEVELING UNDERLAYMENT FOR INTERIOR FINISH FLOORING AT LOCATIONS INDICATED,AND TO CONTACT ADJACENT MATERIALS IN OCCUPIABLE FLOOR AREAS INCLUDING,BUT NOT LIMITED, PROVIDE DOOR REINFORCING AND BLOCKING FOR INSTALLATION OF DOOR HARDWARE WITHOUT 5. APPLY PAINTS AND COATINGS WITHIN MINIMUM DRY FILM THICKNESS RANGE RECOMMENDED BY , / \ TO ACHIEVE FLATNESS WHERE STRUCTURAL SLAB DOES NOT COMPLY WITH SPECIFIED FLATNESS TO THE FOLLOWING: THRU-BOLTS. DO NOT INSTALL SURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED MANUFACTURER. MATCH FINAL COAT OF PAINT TO APPROVED COLOR. - \ 01 33 00-SUBMITTAL PROCEDURES REQUIREMENTS. 1. PENETRATIONS LOCATED OUTSIDE WALL CAVITIES. ON SUBSTRATES INVOLVED. SET UNITS LEVEL PLUMB,AND TRUE TO LINE AND LOCATION. ADJUST 7. THE NUMBER OF COATS AND FILM THICKNESS REQUIRED IS THE SAME REGARDLESS OF THE ,‘ 4., 1, PROVIDE THREE(3)SETS OF SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL AFTER 2. UNDERLAYMENT: CEMENT-BASED,POLYMER-MODIFIED, SELF-LEVELING PRODUCT THAT CAN BE 2. PENETRATIONS LOCATED OUTSIDE FIRE-RESISTIVE SHAFT ENCLOSURES. AND REINFORCE ATTACHMENT SUBSTRATES AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. APPLICATION METHOD. DO NOT APPLY SUCCEEDING COATS UNTIL THE PREVIOUS COAT HAS CURED i THE CONTRACTOR HAS REVIEWED THEM FOR CONSTRUCTIBILITY,COORDINATION BETWEEN TRADES, APPLIED IN UNIFORM THICKNESSES FROM 1/8 INCH(3 MM)AND THAT CAN BE FEATHERED AT 3. PENETRATIONS LOCATED IN CONSTRUCTION CONTAINING FIRE- AS RECOMMENDED BY THE COATING MANUFACTURER SAND BETWEEN APPLICATIONS WHERE AND CONFORMANCE WITH THE CONTRACT DOCUMENTS.. EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. PROTECTION-RATED OPENINGS. 08 80 00-GLAZING SANDING IS REQUIRED TO PRODUCE AN EVEN SMOOTH SURFACE IN ACCORDANCE WITH THE \ / 2. SUBMIT SAMPLES OF FINISH MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. A. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT, OR HYDRAULIC OR BLENDED HYDRAULIC 4. PENETRATING ITEMS LARGER THAN 4-INCH-(100-MM-)DIAMETER NOMINAL 1. MATERIALS: AS SCHEDULED ON THE DRAWINGS. MANUFACTURER'S DIRECTIONS. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. (.1 ,,,, 7 THE CONTRACTOR ASSUMES RESPONSIBILITY FOR REPLACEMENT OF FINISH MATERIALS THAT HAVE CEMENT AS DEFINED BY ASTM C 219. PIPE OR 16 SQ. IN.(100 SQ.CM)IN OVERALL CROSS-SECTIONAL AREA. 2. GLAZING FOR FIRE-RATED ASSEMBLIES: GLAZING FOR ASSEMBLIES THAT COMPLY WITH NFPA 80 AND THAT 8. APPLY ADDITIONAL COATS AND BARRIER COATS WHEN UNDERCOATS,STAINS,OR OTHER CONDITIONS -____ .......-- NOT BEEN APPROVED. B. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI(28 MPA)AT 28 DAYS WHEN TESTED C. FOR FIRESTOP SYSTEMS EXPOSED TO VIEW,TRAFFIC,MOISTURE,AND PHYSICAL DAMAGE,PROVIDE ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING SHOW THROUGH FINAL COAT OF PAINT UNTIL PAINT FILM IS OF UNIFORM SHEEN,FINISH,COLOR,AND 3. SUBMITTALS SHALL BE NEAT AND LEGIBLE,OF UNIFORM SCALE, RESPONSIVE TO REQUIREMENTS, ACCORDING TO ASTM C 109/C 109M. PRODUCTS THAT AFTER CURING DO NOT DETERIORATE WHEN EXPOSED TO THESE CONDITIONS JURISDICTION,FOR FIRE RATINGS INDICATED,BASED ON TESTING ACCORDING TO NFPA 257. APPEARANCE. GIVE SPECIAL ATTENTION TO ENSURE THAT SURFACES, INCLUDING EDGES,CORNERS, " No. Description Date WITH ALL SHEETS OF SIMILAR INFORMATION OF SAME SIZE.- C. PRODUCTS: BOTH DURING AND AFTER CONSTRUCTION. 3. SAFETY GLAZING PRODUCTS: COMPLY WITH TESTING REQUIREMENTS IN 16 CFR 1201 AND, FOR CREVICES,WELDS,AND EXPOSED FASTENERS, RECEIVE A DRY FILM THICKNESS EQUIVALENT TO 4. TRANSMIT EACH SUBMITTAL SUFFICIENTLY IN ADVANCE OF PERFORMANCE OF RELATED CONSTRUCTION 1. K-15 SELF-LEVELING UNDERLAYMENT CONCRETE;ARDEX,INC. D. FOR THROUGH-PENETRATION FIRESTOP SYSTEMS EXPOSED TO VIEW,PROVIDE PRODUCTS WITH WIRED GLASS,ANSI Z97.1. THAT OF FLAT SURFACES. 1 90%REVIEW June 27 2017 ACTIVITIES TO AVOID DELAY. 2. SELF-LEVELING UNDERLAYMENT;W. R.BONSAL COMPANY. FLAME-SPREAD INDICES OF LESS THAN 25 AND SMOKE-DEVELOPED INDICES OF LESS THAN 450, 4. GLAZING PUBLICATIONS: COMPLY WITH PUBLISHED RECOMMENDATIONS OF GLASS PRODUCT 9. BEFORE APPLICATION OF FINISH COATS,APPLY A PRIME COAT OF MATERIAL AS RECOMMENDED BY 2 Issue for Bid&Permit July 07,2017 5. PACKAGE SUBMITTALS TO COVER COMPLETE ASSEMBLIES OR SYSTEMS. PARTIAL OR INCOMPLETE - 3. 300 PREMIUM UNDERLAYMENT;BURKE GROUP,LLC(THE). WHEN TESTED PER ASTM E 84. MANUFACTURERS AND ORGANIZATIONS BELOW, UNLESS MORE STRINGENT REQUIREMENTS ARE THE MANUFACTURER TO MATERIAL THAT IS REQUIRED TO BE PAINTED OR FINISHED AND HAS NOT SUBMITTALS WILL BE RETURNED REJECTED WITHOUT REVIEW.- 4. LEVELEX UNDERLAYMENT;UM CONSTRUCTION CHEMICALS,INC. E. FIRE-TEST-RESPONSE CHARACTERISTICS: PROVIDE RATED SYSTEMS IDENTICAL TO THOSE INDICATED. REFER TO THESE PUBLICATIONS FOR GLAZING TERMS NOT OTHERWISE DEFINED IN THIS BEEN PRIME COATED BY OTHERS. CLEAN AND TOUCH-UP PRIME PAINT WELDS AND OTHER 6, THE ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING 5. LEVEL-RIGHT;MAXXON CORPORATION. TESTED PER ASTM E 814 AND WITH PRODUCTS BEARING THE CLASSIFICATION MARKING OF SECTION OR IN REFERENCED STANDARDS. DAMAGED AREAS OF SHOP PRIMED ITEMS. COORDINATION WITH OTHER SUBMITTALS UNTIL ALL RELATED SUBMITTALS ARE RECEIVED.- 2. AGGREGATE: WELL-GRADED,WASHED GRAVEL, 1/8 TO 1/4 INCH(3 TO 6 MM),OR COARSE SAND A QUALIFIED TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. A. GLASS ASSOCIATION OF NORTH AMERICA(GANA)PUBLICATIONS: GANA LAMINATED 10. COMPLETELY COVER TO PROVIDE AN OPAQUE,SMOOTH SURFACE OF UNIFORM FINISH,COLOR, 7. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOB SITES AS RECOMMENDED BY UNDERLAYMENT MANUFACTURER. 3. FIRESTOP SYSTEMS: COMPATIBLE WITH THE SUBSTRATES FORMING OPENINGS,AND WITH THE ITEMS,IF ANY, DIVISION'S "LAMINATED GLASS DESIGN GUIDE"AND GANA'S"GLAZING MANUAL' APPEARANCE,AND COVERAGE. CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, FOR TOLERANCES,CLEARANCES,QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF A. PROVIDE AGGREGATE WHEN RECOMMENDED IN WRITING BY UNDERLAYMENT PENETRATING FIRESTOP SYSTEMS,UNDER CONDITIONS OF SERVICE AND APPLICATION,AS DEMONSTRATED BY SAGS, ROPINESS,OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. CONSTRUCTION,COORDINATION OF THEIR WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH MANUFACTURER FOR UNDERLAYMENT THICKNESS REQUIRED. MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. 09 00 00-FINISHES-COMMON WORK RESULTS 11. PAINT INTERIOR SURFACES OF DUCTS,WHERE VISIBLE THROUGH REGISTERS OR GRILLES,WITH A THE CONTRACT DOCUMENTS. 3. WATER: POTABLE ADA A TEMPERATURE OF NOT MORE THAN 70 DEG F(21 DEGC. 4. ACCESSORIES: PROVIDE ACCESSORIES REQUIRED TO INSTALL FILL MATERIALS THAT COMPLY WITH 1. ADHESIVES: USE WATER-RESISTANT,LOW ODOR,LOW VOLATILE,NON-TOXIC AND EMIT LESS THAN FLAT,NONSPECULAR BLACK PAINT. , A. PROPOSED DEVIATIONS, FROM THE CONTRACT DOCUMENTS MUST BE CONSIDERED 4. REINFORCEMENT: FOR UNDERLAYMENT APPLIED TO WOOD SUBSTRATES,PROVIDE GALVANIZED METAL. REQUIREMENTS OF TESTED ASSEMBLIES,ARE APPROVED BY QUALIFIED TESTING AND INSPECTING EPA MAXIMUM EMISSION RATE GUIDELINE OF 0.6 MG/M2 HR.FOR VOLATILES;VOC CONTENT OF 65 G/L 12. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED , SEPARATELY FROM SUBMITTALS,USING THE"CHANGES"PROCEDURES OF THE CONTRACT LATH OR OTHER CORROSION-RES1STANT REINFORCEMENT RECOMMENDED IN WRITING BY AGENCY THAT PERFORMED TESTING,AND SPECIFIED BY MANUFACTURER OF TESTED ASSEMBLIES. OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D(EPA METHOD 24);AND MEETING SURFACES. CONDITIONS. UNDERLAYMENT MANUFACTURER, 5. INSTALL THROUGH-PENETRAT1ON FIRESTOP SYSTEMS TO MEET RATINGS REQUIRED AND TO COMPLY WITH GOVERNMENT REQUIREMENTS,ADA RECOMMENDED BY MANUFACTURER TO SUIT PRODUCTS 13. DRYWALL STIPPLE ENAMEL FINISH: ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE 5. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN WRITING FOR SUBSTRATE, FIRESTOP SYSTEM MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND PUBLISHED DRAWINGS AND SUBSTRATE CONDITIONS INDICATED. "ORANGE-PEEL"TEXTURE. LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS, IRREGULARITY IN 01 40 00-QUALITY REQUIREMENTS CONDITIONS,AND APPLICATION INDICATED. FOR PRODUCTS DUPLICATIONS INDICATED. 2. LEED REQUIREMENTS-CREDIT EQ 4.2 SUBMITTAL: MANUFACTURERS'PRODUCT DATA FOR PAINTS TEXTURE,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. 1. TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS AND COATINGS, INCLUDING PRINTED STATEMENT OF VOC CONTENT AND CHEMICAL COMPONENTS. 14. FINISH EXTERIOR DOORS ON TOPS,BOTTOMS,AND SIDE EDGES SAME AS EXTERIOR FACES. SPECIFIED OR INDICATED. PROVIDE SPECIAL INSPECTIONS BY INDEPENDENT TESTING AGENCY WHEN 05 00 00-METALS-COMMON WORK RESULTS 07 92 00-JOINT SEALANTS-INTERIOR WORK 3. BASIS OF DESIGN FINISH PRODUCTS ARE SCHEDULED ON THE DRAWINGS. REQUIRED BY CODE AUTHORITIES. THESE SERVICES DO NOT RELIEVE CONTRACTOR OF 1. DESIGN,ENGINEER,FABRICATE,AND INSTALL METAL FABRICATIONS TO WITHSTAND THE FOLLOWING 1. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND SEALANT PRIMERS THAT 4. INSTALLER QUALIFICATIONS: MINIMUM 3 YEARS EXPERIENCE IN WORK OF APPLICABLE SECTIONS. RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. STRUCTURAL LOADS WITHOUT EXCEEDING THE ALLOWABLE DESIGN WORKING STRESS OF THE COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 5. SAMPLES: PROVIDE SAMPLES OF SIZE SUITABLE FOR REVIEW. 01 42 00-REFERENCES MATERIALS INVOLVED, INCLUDING ANCHORS AND CONNECTIONS. APPLY EACH LOAD TO PRODUCE. 40 CFR 59,SUBPART D(EPA METHOD 24); 250 G/L FOR SEALANTS AND SEALANT PRIMERS FOR A. SAMPLES FOR INITIAL SELECTION: SUBMIT FOR COMPONENTS WITH FACTORY-APPLIED 1. ABBREVIATIONS AND ACRONYMS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN CONTRACT THE MAXIMUM STRESS IN EACH RESPECTIVE COMPONENT OF EACH METAL FABRICATION.ARRANGE NONPOROUS SUBSTRATES; 775 G/L.FOR SEALANT PRIMERS FOR POROUS SUBSTRATES. COLOR FINISHES NOT PRE-SELECTED. DOCUMENTS,THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES INDICATED IN GALE FOR REQUIRED DESIGN WORK TO BE PERFORMED BY A PROFESSIONAL ENGINEER WHO IS LEGALLY 2. LEED REQUIREMENTS- CREDIT EQ 4.1 SUBMITTALS: FURNISH MANUFACTURERS'PRODUCT DATA B, SAMPLES FOR VERIFICATION(PRE-SELECTED COLORS AND PRODUCT CHARACTERISTICS): RESEARCH'S"ENCYCLOPEDIA OF ASSOCIATIONS"OR IN COLUMBIA BOOKS'"NATIONAL TRADE& AUTHORIZED TO PRACTICE IN THE JURISDICTION WHERE THE PROJECT IS LOCATED AND WHO IS FOR INTERIOR SEALANTS, INCLUDING PRINTED STATEMENT OF VOC CONTENT. SUBMIT FOR EACH COMPONENT INDICATED AND FOR EACH EXPOSED FINISH REQUIRED PROFESSIONAL ASSOCIATIONS OF THE U.S,"AND THE ABBREVIATION LIST INCLUDED WITH THE EXPERIENCED IN PROVIDING ENGINEERING SERVICES OF THE KIND INDICATED AND THAT HAVE 3. GENERAL SEALANT(ACRYLIC-EMULSION): MANUFACTURER'S STANDARD,ONE-PART,NON-SAG, 6. WARRANTIES: WARRANT FINISH PRODUCTS AGAINST PROJECT DOCUMENTS. RESULTED IN SUCCESSFUL INSTALLATION OF METAL FABRICATIONS SIMILAR IN MATERIAL,DESIGN, M1LDEW-RESISTANT,ACRYLIC-EMULSION SEALANT COMPLYING WITH ASTM C 834,FORMULATED TO BE A. CARPET INSTALLATION: 2 YEAR WARRANTY-DEFECTIVE MATERIALS AND WORKMANSHIP, AND EXTENT TO THOSE REQUIRED FOR PROJECT. PAINTABLE AND RECOMMENDED FOR EXPOSED APPLICATIONS ON INTERIOR AND PROTECTED EXTERIOR ISSUED JOINTLY BY FINISH MATERIAL MANUFACTURER,CONTRACTOR,AND INSTALLER. 01 50 00-TEMPORARY FACILITIES AND CONTROLS EXPOSURES INVOLVING JOINT MOVEMENT OF NOT MORE THAN 7.5%. B. CARPET MATERIAL: MANUFACTURER'S LIMITED 10-YEAR COMMERCIAL WEAROUT/ 1. REMOVE ALL RUBBISH AND WASTE MATERIALS FROM THE PREMISES ON AT LEAST A WEEKLY BASIS, 05 50 00-METAL FABRICATIONS 4. SANITARY SEALANT: ONE-PART MILDEW-RESISTANT SILICONE SEALANT: TYPE S;GRADE NS;CLASS 25; DELAMINATION/TUFT-BIND WARRANTY, AND PROVIDE LEGAL DISPOSAL. 1. METAL SURFACES,GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES WITHOUT BLEMISHES, USES NT,G,A,AND,AS APPLICABLE TO NONPOROUS JOINT SUBSTRATES INDICATED,0;FORMULATED 7. EXTRA STOCK: PROVIDE 2 PERCENT OF EACH CARPET TO THE OWNER. 2. EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING LIMITS 2. STEEL PLATES,SHAPES,AND BARS: ASTM A 36/A 36M. WITH FUNGICIDE;INTENDED FOR SEALING INTERIOR JOINTS WITH NONPOROUS SUBSTRATES AND 8. INSTALL FINISH MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO MEET PROJECT OF CONSTRUCTION. 3. STAINLESS-STEEL BARS AND SHAPES: ASTM A 276,TYPE 304. SUBJECT TO 1N-SERVICE EXPOSURE TO CONDITIONS OF HIGH HUMIDITY AND TEMPERATURE EXTREMES. REQUIREMENTS INDICATED. 3. UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS,WATER,GAS,LIGHTING,POWER AND 4. STEEL TUBING: COLD-FORMED STEEL TUBING COMPLYING WITH ASTM A 500. PRODUCT-DOW CORNING 786 OR GE SILICONES;SANITARY 1700. 9. MOISTURE VAPOR EMISSION TESTS-FLOORING: TEST EACH 1,000-SQ. FT.(92.9-SQ M)OF TELEPHONE CONDUITS AND WIRES,SEWER LINES,STREETS,CURBS,DRIVEWAY APPROACHES,TREES, 5. STEEL PIPE: ASTM A 53,STANDARD WEIGHT(SCHEDULE 40),UNLESS ANOTHER WEIGHT IS FLOORING SUBSTRATE,OR PORTION THEREOF,WITH AN ANHYDROUS CALCIUM CHLORIDE TEST KIT LANDSCAPING, BUILDINGS AND OTHER SURFACE AND SUBSURFACE STRUCTURES AND LINES, INDICATED OR REQUIRED BY STRUCTURAL LOADS. 08 11 13-HOLLOW METAL DOORS AND FRAMES- (STEEL) EQUIVALENT TO THE VAPRECISION TEST KIT PRODUCED BY VAPRECISION PROFESSIONAL VAPOR OPENINGS,FINISHES,FURNISHINGS, EQUIPMENT,AND SIMILAR IMPROVEMENT ITEMS SHALL BE 6. ALUMINUM:EXTRUSIONS; ASTM B 221 (ASTM B 221M),ALLOY 6063-T6. 1. STEEL DOOR AND FRAME STANDARD: COMPLY WITH ANSI A 250.8, UNLESS MORE STRINGENT EMISSION TESTING SYSTEMS,NEWPORT BEACH,CA(TEL)800-449-6194. PROTECTED BY CONTRACTOR AND SHALL NOT BE DISTURBED,DISCONNECTED OR DAMAGED BY HIM 7. SHEAR AND PUNCH METALS CLEANLY AND ACCURATELY. REMOVE BURRS. REQUIREMENTS ARE INDICATED. A CONDUCT TESTS FOR A MINIMUM OF 72-HOURS IN ACCORDANCE WITH THE TEST KIT DURING PROGRESS OF WORK. SHOULD CONTRACTOR IN PERFORMANCE OF WORK DISTURB, 8. WELD CORNERS AND SEAMS CONTINUOUSLY. USE MATERIALS AND METHODS THAT MINIMIZE Z FIRE-RATED DOOR ASSEMBLIES. ASSEMBLIES COMPLYING WITH NFPA 80 THAT ARE LISTED AND MANUFACTURERS PRINTED INSTRUCTIONS. DISCONNECT OR DAMAGE ANY OF THE ABOVE ITEMS,REMOVE, REPAIR OR REPLACE SUCH DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE OF BASE METALS. OBTAIN LABELED, FOR FIRE-PROTECTION RATINGS INDICATED,BASED ON TESTING ACCORDING TO NFPA 252. B. AN EMISSION RATE OF LESS THAN 3.0-LB/1,000 SQ FT(14.6-KG/SQ M)IN 24-HOURS INDICATES DISCONNECTED OR DAMAGED ITEMS WITH MATERIALS,CONSTRUCTION,AND IMPROVEMENTS MATCHING FUSION WITHOUT UNDERCUT OR OVERLAP. REMOVE WELDING FLUX IMMEDIATELY. FINISH EXPOSED 3. COW-ROLLED STEEL SHEETS: ASTM A 366/A 366M,COMMERCIAL STEEL(CS),OR ASTM A THAT SUBSTRATE IS ACCEPTABLE FOR FLOORING INSTALLATION. EXISTING UNDAMAGED WORK AND RESTORE TO A CONDITION AS GOOD AS OR BETTER THAN EXISTED WELDS SMOOTH AND BLENDED. 620/A 620M, DRAWING STEEL(DS),TYPE B;STRETCHER-LEVELED STANDARD OF FLATNESS. C. IF EMISSION RATES ARE 3.0-LB/1,000 SQ FT(14.6-KG/SQ M)IN 24-HOURS OR GREATER ANYWHERE IN PRIOR TO SUCH DISTURBANCE,DISCONNECTION OR DAMAGE AT NO ADDITIONAL EXPENSE TO OWNER. 9. MISCELLANEOUS FRAMING AND SUPPORTS: FABRICATE STEEL FRAMING AND SUPPORTS THAT ARE 4. METALLIC-COATED STEEL SHEETS: ASTM A 653/A 653M,COMMERCIAL STEEL(CS),TYPE B,WITH AN A40 THE AREA TESTED,SUBMIT A WRITTEN TEST REPORT TO ARCHITECT AND OWNER WITHIN 24-HOURS, PROVIDE TEMPORARY PROTECTION OF THE WORK UNTIL REMOVAL OF TEMPORARY PROTECTION IS NOT A PART OF STRUCTURAL-STEEL FRAMEWORK AS NECESSARY TO COMPLETE THE WORK. CUT, (ZF120)ZINC-1RON-ALLOY(GALVANNEALED)COATING;STRETCHER-LEVELED STANDARD OF FLATNESS. INDICATING THE TYPE OF TEST KIT USED AND THE TEST RESULTS AT EACH LOCATION TESTED. APPROVED BY ARCHITECT. DRILL,AND TAP UNITS TO RECEIVE HARDWARE,HANGERS,AND SIMILAR ITEMS. 5. DOORS AND FRAMES SHALL COMPLYING WITH ANSI 250.8. D. IN ADDITION,SUBMIT A PROPOSAL TO FURNISH AND INSTALL A VAPOR EMISSION CONTROL Date of First Issue: 4. CONTRACTOR IS RESPONSIBLE FOR THE WORK AND PROPERTY OF OTHERS THAT IS IN 10. FINISH METAL FABRICATIONS AFTER ASSEMBLY. COMPLY WITH NAAMM"METAL FINISHES MANUAL FOR 6. TYPICAL INTERIOR FRAMES SHALL BE KNOCK-DOWN CONSTRUCTION. PENETRANT SYSTEM,OR A VAPOR EMISSION CONTROL COATING SYSTEM,OR A VAPOR EMISSION Project CONTRACTOR'S CARE,CUSTODY,AND CONTROL AT ALL TIMES DURING PROGRESS OF THE WORK ARCHITECTURAL AND METAL PRODUCTS*FOR RECOMMENDATIONS FOR APPLYING AND DESIGNATING 7, DOOR INSTALLATION: COMPLY WITH ANSI A250.8. SHIM AS NECESSARY TO COMPLY WITH SDI 122 AND CONTROL DISPERSAL MEMBRANE SYSTEM AS DICTATED BY TEST RESULTS AND PRODUCED BY No: 16.24752.00 AND UNTIL FINAL ACCEPTANCE. SECURE AND LOCK THE PREMISES WHEN WORKMEN ARE NOT PRESENT. FINISHES. SHOP PRIME FERROUS-METAL ITEMS NOT INDICATED TO BE GALVANIZED. ANSI/DHI A115.1G. INSTALL FIRE-RATED DOORS WITHIN CLEARANCES SPECIFIED IN NFPA 80. INSTALL FLOOR SEAL TECHNOLOGY, INC.,SAN JOSE,CA(TEL)800-572-2344,OR ONE OF THE APPROPRIATE 5. CONTRACTOR IS RESPONSIBLE FOR LIFE SAFETY EQUIPMENT REQUIRED BY AUTHORITIES HAVING SMOKE CONTROL DOORS TO COMPLY WITH NFPA 105. "VAPRSTOP"FAST-CURE EPDXY CONCRETE WATER SEALER SYSTEM PRODUCED BY DUPONT Sheet Title JURISDICTION. 8. PLACING FRAMES: COMPLY WITH PROVISIONS IN SDI 105,UNLESS OTHERWISE INDICATED. FLOORING SYSTEMS,KENNESAW,GA(TEL)800-438-7668,WWW.DUPONTCOMMERCIALCOM 6. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION,EXISTING EXIT SIGNS,EXIT SET FRAMES ACCURATELY IN POSITION, PLUMBED,ALIGNED,AND BRACED SECURELY OUTLINE LIGHTING,FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. UNTIL PERMANENT ANCHORS ARE SET. 7. MAINTAIN REQUIRED EXITS AND EXIT EGRESS FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS. SPECIFICATIONS 8. MAINTAIN EXISTING UTILITIES AND SERVICES TO EXISTING FACILITIES INDICATED TO REMAIN, KEEP IN 08 12 16-INTERIOR ALUMINUM FRAMES SERVICE,AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. GIVE MINIMUM 72 1. ALUMINUM MEMBERS: ALLOY AND TEMPER RECOMMENDED BY THE MANUFACTURER FOR STRENGTH, HOUR ADVANCE NOTICE TO OWNER'S REPRESENTATIVE IF SERVICE SHUT-DOWN-DOWN IS NECESSARY. CORROSION RESISTANCE,AND APPLICATION OF REQUIRED FINISH;COMPLY WITH ASTM B 221 FOR 2 9. EXISTING WATER,PERMANENT FIRE PROTECTION,ELECTRICAL POWER SERVICE AND LIGHTING, ALUMINUM EXTRUSIONS,ASTM B 209 FOR ALUMINUM SHEET OR PLATE,ADATM 8 211 FOR 0. HEATING,AIR CONDITIONING,AND TOILETS WITHIN THE VARIOUS AREAS OF WORK WILL BE MADE ALUMINUM BARS,RODS AND WIRE, 0) Original drawing is 42 x 30. Do not scale contents of this drawing. Lo AVAILABLE TO CONTRACTOR WITHOUT ADDITIONAL METERING AND WITHOUT PAYMENT OF USE 2. CARBON STEEL REINFORCEMENT OF ALUMINUM FRAMING MEMBERS SHALL COMPLY WITH ASTM A 36 6 CHARGES FOR SERVICES. PROVIDE AND PAY FOR ALL OTHER TEMPORARY UTILITIES AND UTILITY FOR STRUCTURAL SHAPES,PLATES AND BARS,ASTM A 611 FOR COLD ROLLED SHEET AND STRIP, Sheet Number ib 6 SERVICES,TEMPORARY SUPPORT FACILITIES AND SERVICES,TEMPORARY SECURITY AND PROTECTION OR ASTM A 570 FOR HOT ROLLED SHEET AND STRIP. r- FACILITIES NECESSARY FOR THE PROPER AND EXPEDITIOUS EXECUTION OF THE WORK. 3. FRAMING SYSTEM: PROVIDE ALUMINUM FRAMING SYSTEMS FABRICATED FROM EXTRUDED ALUMINUM iS tN1 10. KEEP ALL EXISTING FACILITIES AND SERVICES CLEAN AND IN GOOD WORKING CONDITION. CLEAN MEMBERS OF SIZE AND PROFILE INDICATED. INCLUDE SUBFRAMES AND OTHER REINFORCING A030 ro OR REPLACE CHANGEABLE FILTER MEDIA AND TURNOVER WITH NEW FILTER MEDIA AT MEMBERS REQUIRED FOR PERFORMANCE. r- COMPLETION OF WORK. GENERAL NOTES GENERAL NOTES (CONTINUED) GENERAL DEMOLITION NOTES - CONTINUED GENERAL CONSTRUCTION NOTES - CONTINUED GENERAL FLOOR & WALL FINISH NOTES - 1. THE CONTRA TOR SHALL PROVIDE COMPLETE PROJE T AND MM T'D C C SYSTEMS AND COMPONENTS COMPLY WITH ALL 46. I EDIATELY PRIOR TO THE OWNER S OCCUPANCY OF ANY PHASE,THE CONTRACTOR SHALL CLEAN SURFACES OF DUST, 17.AREAS DESIGNATED AS NOT IN CONTRACT ARE TO REMAIN FULLY FUNCTIONAL,WITH ALL SERVICES IN OPERATION AND 22.ALL INTERIOR PARTITIONS,PENETRATIONS,OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED,GASKETED, ,,. ,,.-........,.%,.. TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS REGARDING CONDITIONS OR LOCATIONS FOR REQUIREMENTS INDICATED ON THE PROJECT DOCUMENTS. DEBRIS,LOOSE CONSTRUCTION MATERIAL AND EQUIPMENT,AND SHALL LEAVE FLOORS VACUUMED AND CLEAN.REMAINING WITH FULL ACCESS TO EGRESS DURING DEMOLITION, PROTECT THESE AREAS AND COORDINATE PHASING OF ALL WORK OR WEATHER STRIPPED. APPLICATION OF MATERIALS PRIOR TO CONSTRUCTION/INSTALLATION,OR TRADE IS RESPONSIBLE FOR CORRECTING SUCH CONSTRUCTION MATERIAL AND EQUIPMENT, IF ANY,SHALL BE MOVED AND TEMPORARILY SECURED IN AN AREA DIRECTED WITH BUILDING OWNER AND TENANT. WORK AS DIRECTED BY THE ARCHITECT. 2. WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT DOCUMENTS,AND COMPLY WITH ALL BY THE OWNER. 23. CONTRACTOR SHALL COORDINATE STUD LOCATIONS WITH OUTLET DIMENSIONS PRIOR TO FRAMING WALLS. REGULATORY AGENCIES,CODES AND BUILDING REQUIREMENTS.SECURE ALL NECESSARY PERMITS, REQUIRED 18. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST&DEBRIS FROM EMANATING FROM 9. CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK INSPECTIONS AND SIGN-OFFS FOR ALL REQUIRED TRADES. 47. THE CONTRACTOR SHALL CLEAN WINDOWS AND WINDOW COVERINGS,AND SHALL VACUUM THE INSIDE OF CONVECTOR DEMOLITION/CONSTRUCTION AREA(S).KEEP AREA CLEAN. 24.WALLS WHICH BUTT MULLIONS SHALL BE CENTERED ON THE MULLION,UON, BY ALL TRADES AND PROVIDE ALL NECESSARY TOUCH-UP REFINISHING. ENCLOSURES IMMEDIATELY PRIOR TO OWNER OCCUPANCY. 3. VERIFY FIELD CONDTIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH 19 AT COMPLETION OF DEMOLITION WORK,THE CONSTRUCTION AREA(S)SHALL BE LEFT IN BROOM CLEAN"CONDTION.ALL 25. RESURFACE CONCRETE SLAB AT ALL ROOMS WHERE EXISTING FLOOR FINISH WAS REMOVED TO MATCH!ALIGN WITH 10.WHERE SEVERAL FINISHES OCCUR ON SAME WALL,SEE ELEVATION FOR EXTENT OF EACH ` R THE WORK. 48. SUBMIT MANUFACTURER'S LITERATURE(OPERATIONAL AND MAINTENANCE}TO ARCHITECT UPON COMPLETION AND DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. EXISTING SLAB ELEVATION. COORDINATE WITH FINISH PLAN!DETAILS. PRIOR TO CLOSE OUT FOR EACH APPLIANCE OR PIECE OF EQUIPMENT. SUBMIT MANUFACTURER'S WRITTEN WARRANTY FOR 11. NO RESILIENT BASE SEAM TO OCCUR WITHIN 12"OF A WALL CORNER. z ° , 4. COORDINATE THE WORK WITH ALL REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS,INCLUDING BUT EACH. 20. COORDINATE WITH ALL PLANS FOR CLARIFICATIONS OF DEMOLITION SCOPE PRIOR TO PROCEEDING. 26. IN ALL AREAS WHERE DEMOLITION(REMOVAL OF TILE,CERAMIC TILE,CARPETING TACKLESS STRIPS,PARTITIONS,ETC) NOT LIMITED TO,EQUIPMENT,FURNISHINGS,AND SYSTEMS PROVIDED BY THE OWNER. CAUSES UNEVENNESS OF SLAB.THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. 12. NO WALL COVERING SEAM TO OCCUR WITHIN 12"OF A WALL CORNER. sw 49. DO NOT SCALE DRAWINGS. CLARIFICATION OR INFORMATION REQUIRED BY THE CONTRACTOR SHALL BE FURNISHED, 21. COMPLY WITH BLDG.CONSTRUCTION RULES AND REGULATIONS. 5. ALL CONTRACT SCOPE OF WORK DELINEATION, NOTATIONS IDENTIFIED WITHIN CONTRACT DOCUMENTS HAVE UPON WRITTEN REQUEST,BY THE ARCHITECT. 27. PATCH AND REPAIR EXISTING SLAB WITH POLYMER MODIFIED GROUT MANUFACTURED BY 13. COORDINATE WALL BACKING REQUIREMENTS WITH MANUFACTURERS AND INSTALLERS REQUIREMENTS. BEEN PREPARED TO SUPPLEMENT ONE ANOTHER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK 22. FIELD VERIFY AREA OF WORK. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN DEMOLITION PLAN MASTER BUILDERS, EMACO OR EQUAL FOR NEW FLOOR FINISHES. INDICATED AND INFERRED. 50.ALL WOOD USED FOR BLOCKING,NAILERS AND/OR FRAMING USED FOR PERMANENT CONSTRUCTION SHALL BE FIRE AND FIELD CONDITIONS. ALL ELEMENTS NOT SHOWN TO BE DEMOLISHED REQUIRE ARCHITECTS REVIEW AND APPROVAL. 14. REMOVE OR PROVIDE SURFACE-APPLIED PROTECTION TO HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES, RETARDANT PRESSURE TREATED AND SHALL BEAR AN APPROVED INSPECTION AGENCY LABEL. 28.AT STOREFRONT GLASS OR ANY GLASS WALL, FURNISH AND INSTALL DIAGONAL BRACING ABOVE IN CONCEALED PLATES,LIGHT FIXTURES AND SIMILAR ITEMS IN PLACE WHICH ARE NOT TO BE FINISH-PAINTED. FOLLOWING COMPLETION AND C 6. THE WORK SHALL INCLUDE ALL REMOVALS NOT SPECIFICALLY INDICATED ON DRAWINGS BUT NECESSARY FOR 23. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT LOCATION(IF EXPOSED,CONFIRM LOCATION SIDE WITH ARCHITECT)TO SUPPORT SCHEDULED GLASS WALL BELOW WITH A AFTER SURFACES ARE COMPLETELY DRY, �" THE COMPLETION OF THE WORK, 51. THE CONTRACTOR SHALL REVIEW REQUIRED SHOP DRAWINGS/SUBMITTALS PRIOR TO SUBMISSION TO THE ARCHITECT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. LIMITING DEFLECTION CRITERIA OF L/240 OR 3/4"MAXIMUM(WHICHEVER IS SMALLER)AND CAPABLE OF WITHSTANDING A REINSTALL REMOVED ITEMS AND/OR REMOVE PROTECTION. AND SHALL INDICATE ON THE SHOP DRAWING/SUBMITTAL THAT SUCH REVIEW HAS TAKEN PLACE. SHOP DRAWINGS SHALL BE UNIFORMLY DISTRIBUTED LOAD OF 5 PSF OR A POINT LOAD OF 300 LBF APPLIED AT ANY POINT ON THE WALL. 7. DRAWINGS WHICH SHOW LISTED CONSTRUCTION HAVE BEEN DETAILED IN COMPLIANCE WITH UNDERWRITERS SUBMITTED WITH ONE(1)REPRODUCIBLE(SOFT-COPY)AND(1)PRINT(HARD-COPY)OF EACH SHEET/DRAWING. EACH 24. STAIRWAYS AND EXIT PATHS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING THE DEMOLITION WORK. 15. KEEP FREE OF PAINT,ALL CODE-REQUIRED LABELS SUCH AS U.L.AND FACTORY MUTUAL, OR ANY EQUIPMENT LABORATORIES(U.L.),WARNOCK HERSEY AND/OR OTHER RECOGNIZED TESTING LABORATORY LISTING SUBMITTAL SHALL CONTAIN THREE(3)COPIES OF PRODUCT DATA OR SAMPLES. REVIEW OF SHOP DRAWINGS/SUBMITTALS 29.ALL WOOD TO BE FIRE RETARDANT TREATED N ACCORDANCE WITH LOCAL CODES. IDENTIFICATION,PERFORMANCE RATING,NAME OR NOMENCLATURE PLATES. REQUIREMENTS AND WITH ICB0 REPORTS FOR THE MATERIALS SPECIFIED.IF AN ALTERNATE OR SUBSTITUTE BY ARCHITECT IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT,AND GENERAL 25. PROTECT ALL EXISTNG CONSTRUCTION TO REMAIN. PATCH AND REPAIR ALL DAMAGE DUE TO DEMOLITION/NEW MATERIAL IS PROPOSED BY THE CONTRACTOR,THE SUBSTITUTION SHALL CONFORM TO THE REQUIREMENTS IN COMPLIANCE WITH THE INFORMATION INCLUDED IN THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE WORK. PREPARE SURFACES TO RECEIVE NEW FINISHES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 30.ALL SIGNAGE IS NIC,UON. 16. FINISH SUBMITTALS: Project �+ THE ORIGINAL SPECIFICATION. FOR CORRELATING AND CONFIRMING DIMENSIONS AND QUANTITIES,CHOOSING THE FABRICATION PROCESSES AND FARMERS H LLS BO RO CONSTRUCTION TECHNIQUES,COORDINATING RELATED TRADES,AND PERFORMING THE WORK IN A SAFE AND 26. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE 31. PROVIDE AND INSTALL FIRE EXTINGUISHER CABINET(S)IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS RESILIENT BASE: 8. EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION,NOISE,DUST,POLLUTANTS,AND SATISFACTORY MANNER,THE ARCHITECT WILL NOT REVIEW SHOP DRAWINGS/SUBMITTALS THAT DO NOT CONTAIN A SIGNED CAUSED BY THEM OR THEIR SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY,PUBLIC CORRIDORS, WITHIN 75'-0"TRAVEL DISTANCE TO ALL PORTIONS OF THE FLOOR,AND ANY ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED 1. SUBMIT THREE SAMPLES OF EACH BASE TYPE AND COLOR FOR ARCHITECT'S APPROVAL. OTHERDISTURBANCES. CONTRACTOR REVIEW STATEMENT AND STAMP. RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH,OR AS NOTED HEREIN. BY FIRE DEPARTMENT FIELD INSPECTOR. FIRE EXTINGUISHERS SHALL ALSO BE PROVIDED DURING CONSTRUCTION. VERIFY 2. SCRIBE TO VERTICAL OBSTRUCTIONS. OFFICE R E LOCATI O N LOCAL SIGNAGE REQUIREMENTS. CARPET 9. KEEP THE JOB SITE FREE OF ALL MATERIALS, BROOM CLEAN AND CONTROL THE CONSTRUCTION AREA AT ALL 52.THE CONTRACTOR SHALL NOT PROCEED WITH WORK FOR WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND THE 27. NO EXISTING SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS, FIRE ALARM BOXES OR SIMILAR DEVISES, INCLUDING 1. SUBMIT THREE SAMPLES OF EACH CARPET FOR APPROVAL BY ARCHITECT. TIMES TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE AND INFILTRATING AREAS OUTSIDE THE PROJECT. CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION.FAILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE A THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF 32. ENSURE ADA COMPLIANT 5'-0"(60")MIN DIA TURNING CIRCLE AT ALL ACCESSIBLE LOCATIONS. PAINTING Prepared For PROVIDE CLEANUP AND REMOVAL FOR ALL TRADES UNDER JURISDICTION. CLAIM FOR EXTRA COMPENSATION. SMOKE DETECTORS,PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, IF NECESSITATED BY NEW CONSTRUCTION, 1. SUBMIT THREE SAMPLES(81/2"x 11" EACH)FOR ARCHITECT'S REVIEW OF COLOR,SHEEN AND TEXTURE. FARMERS I N S U RAN C E SHALL BE ACCOMPLISHED AS A FIRST PRIORITY AND PER THE PLANS.NO ACTIVE SMOKE DETECTOR SHALL BE COVER OR 33. COMPLY WITH BUILDING MANAGEMENT CONSTRUCTION RULES AND REGULATIONS. ,-PREPARE SAMPLES UNDER SPECIFIED LIGHT. 10. THE DRAWINGS MAY INCLUDE TYPICAL&GENERAL DETAILS THAT ARE NOT CROSS REFERENCED WITHIN THE 53.THE CONTRACTOR SHALL REVIEW AND COORDINATE THE SCHEDULING OF CONSTRUCTION AND SHALL SUBMIT A OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. GENERAL CEILING NOTES TIGARD, OR SET,DUE TO THEIR TYPICAL APPLICATIONS. THE DETAILS SHALL APPLY TO ALL CONSTRUCTION AS PROJECT SCHEDULE OF WORK WITHIN FIVE DAYS AFTER AWARD OF CONTRACT FOR CONSTRUCTION. THE SCHEDULE SHALL CONDITIONS PRESENT THEMSELVES. INTEGRATE"WORK BY OTHERS"AND SHALL BE REISSUED.UPON EACH MODIFICATION. SCHEDULE SHALL INDICATE THE 28. REMOVE TO SOURCE ALL PIPES,VENTS,APPLIANCES OR DRAINS NOT BEING REUSED. , PHASE DURING WHICH WORK BY OTHERS SHALL BE PERFORMED,AND SHALL ALLOW SUFFICIENT TIME FOR THE WORK TO BE 1. F1EL0 VERIFY ALL UTILITIES N AREAS RECEIVING GYP BD CEILINGS/SOFFITS. Contract No: 16.24752.00 11.VERIFY ALL EXISTING CONSTRUCTION,CONDITIONS AND DIMENSIONS PRIOR TO THE FABRICATION AND DONE EFFICIENTLY ON A NON-OVERTIME STATUS. 29. REMOVAL OF ANY EQUIPMENT,CABLING SWITCHES AND CONDUITS PERTAINING TO DATA/COMMUNICATION AND GENE RAL MILLWORK NOTES NOTIFY ARCHITECT OF ANY CONFLICTS WITH SPEGIFIED CEILING HEIGHTS ANO LIGHTING LOCATIONS. INSTALLATION OF ALL MATERIALS AND PRODUCTS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO TELEPHONE SHALL BE VERIFIED WITH TELEPHONE CO.SERVICE OWNER OR TENANT'S DATA/COMMUNICATIONS THE ARCHITECT PRIOR TO THE START OF THE WORK. COMMENCEMENT OF THE WORK SHALL IMPLY ACCEPTANCE 54.THE CONTRACTOR SHALL COORDINATE WORK WITH BUILDING MANAGEMENT INCLUDING BUT NOT LIMITED TO REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. OF ALL EXISTING CONDTIONS. SCHEDULING TIME AND LOCATIONS FOR DELIVERIES,BUILDING ACCESS,BUILDNG FACILITIES,AND USE AND CLEARANCE OF ALL CASE WORK SHALL BE COMPLY WITH AWI(ARCHITECTURAL WOODWORK NSTITUTE)QUALITY STANDARDS FOR 2• ALt CEILING ELEMENTS SUCH AS SPRINKLERS,SMOKE DETECTORS,SPEAKERS,ETC.RE TO ALIGN WITH LIGHT FIXTURES IN AVAILABLE ELEVATORS. 30.ALL EXISTING MASONRY CONSTRUCTION SUCH AS COLUMNS,PIERS,AND CORE PARTITIONS,WHERE DISTURBED DUE TO "CUSTOM GRADE"ARCHITECTURAL CABINETS AND SHALL COMPLY WITH THE FOLLOWING NOTES: GYP BD CEILING. SUBMIT LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 12. THE TERM"FIN.FLR"(FF)WHERE NDICATED ON PLANS,ELEVATIONS AND SECTIONS REFERS TO THE TOP OF ADJACENT DEMOLITION,ARE TO BE REPLACED AND REPAIRED WITH MATERIAL TO MATCH EXISTING CONSTRUCTION. (FOR ADDITIONAL SUSTAINABILITY REQUIREMENTS REFER TO LEED SPECIFIC SHEETS WHERE APPLICABLE) CARPET WHERE APPLICABLE. 55. PROVIDE FIREMASTER WRAP AT ALL SMOKE DAMPERS.WRAP ALL DAMPERS BACK TO CORE WALLS AS REQ'D. SEE MEP MASONRY OPENINGS MUST BE FILLED WITH THE SAME MATERIAL BEFORE GYP BD IS APPLIED. 3. ALL SPRINKLER ESCUTCHEONS IN GYP BD CEILINGS TO BE CONCEALED AND FULLY RECESSED. ALL SPRINKLERS TO BE DRAWINGS FOR FURTHER DIRECTION. 1. AWI'S"ARCHITECTURAL WOODWORK QUALITY STANDARDS"FOR GRADES OF INTERIOR ARCHITECTURAL WOODWORK, RAPID RESPONSE,BUILDING STANDARD UON 13. PROTECT AND BE RESPONSIBLE FOR ADJACENT STRUCTURES AND SPACES WITHIN THE AREA OF OPERATION 31.THE WATER SUPPLY MUST BE DISCONNECTED PRIOR TO THE DEMOLITION OF ALL PLUMBING AND EQUIPMENT PIPING, CONSTRUCTION,FINISHES,AND OTHER REQUIREMENTS. PROVIDE AWI CERTIFICATION LABELS OR COMPLIANCE UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER THIS CONTRACT 56. INFILL ALL SLAB PENETRATIONS AS REQUIRED AND PROVIDE FIRESTOPPING AS REQUIRED BY LOCAL CODES. FLOOR DRAINS AND PLUMBING FIXTURES. CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. 4. REFER TO CEILING DETAILS SHEET FOR CEILING SUSPENSION REQUIREMENTS � � SHALL BE PROMPTLY RESTORED,REPLACED OR REPAIRED AT NO EXTRA COST TO THE OWNER. 5. PROVIDE EXIT SIGNS AND LIFE SAFETY STROBES,SPRINKLERS, ETC.AS REQUIRED BY CODE AND AS SHOWN ON '�. 57. CONTRACTOR TO INCLUDE IN BID,ANY COST TO PROVIDE MODIFICATION OR UPGRADE TO SMOKE DETECTION SYSTEM, 32.ALL FIRE SAFETY EQUIPMENT AND THE ASSOCIATED CONDUIT AND WIRING SYSTEM SHALL NOT BE HARMED DURING 2. PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF THE REFERENCED PRODUCT STANDARDS FOR PREMIUM \ �\ ENGINEERING DRAWINGS. 14. DO NOT INTERRUPT EXISTING UTILITIES SERVING EXISTING FACILITIES EXCEPT WHEN AUTHORIZED IN WRITING INCLUDING ADDITIONAL CEILING DETECTORS AT ALL OCCUPIED SPACES&MECH/ELEC ROOMS WITHIN AFFECTED AREA OF DEMOLITION AND/OR CONSTRUCTION AND SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE. GRADE. \ `' BY THE OWNER AND ALL AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORRY SERVICES DURING WORK,WHEN REQUIRED BY THE INTRODUCTION OF DELAYED EGRESS DEVICES(ACCESS CONTROL SYSTEMS). ; ; CONSTRUCTION ACTIVITIES AS ACCEPTABLE TO THE OWNER AND GOVERNING AUTHORITIES. 33.THE ELECTRICAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT&POWER IN THE SPACE DURNG 3. HARDBOARD:ANSI/AHA A135.4 6. THE FIRE SPRINKLER SYSTEM DESIGN BUILD COTRACTOR!S RESPONSIBLE TO OBTAIN BUILDNG DEPT,FIRE MARSHALL,& o 58.ATTACHMENTS OF EQUIPMENT WEIGHING LESS THAN 400#AND SUPPORTED DIRECTLY ON THE FLOOR OR ROOF CONSTRUCTION. FACTORY MUTUAL APPROVAL OF SHOP DRAWINGS FOR THE PROJECT FIRE SPRINKLER SYSTEM. SUBMIT APPROVED SPRINKLER 15. NOTIFY ALL APPLICABLE UTILITY OWNERS AT LEAST 72 HOURS PRIOR TO THE START OF ANY OPERATION STRUCTURE,FURNTURE OR TEMPORARY OR MOVABLE EQUIPMENT AND EQUIPMENT WEIGHING LESS THAN 20#THAT IS 4. MEDIUM DENSITY FIBERBOARD(MDF):ANSI A208.2;FORMALDEHYDE FREE. SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO ORDER OR FABRICATION OF MATERIALS OBTAINING ALL NECESSARY PERMTS FROM APPROPRIATE GOVERNING AUTHORITIES,PRIOR TO DEMOLITION AND SUPPORTED BY VIBRATION ISOLATION DEVICES SUSPENDED FROM THE ROOF,WALL OR FLOOR NEED NOT BE DETAILED ON 34. FIRE SPRINKLER SYSTEM AND LIFE SAFETY SYSTEM TO REMAN OPERATIONAL DURING CONSTRUCTION. AND/Oft INSTALLATION OF SYSTEM. PATTERN OF SPRINKLER LAYOUT SHALL COORDINATE WITH PATTERN OF LIGHTING LAYOUT H mut Obat , K ssabaum Ing REMOVAL WORK ON THE SITE. SAID PERMIT AND CERTIFICATIONS SHALL BE DELIVERED TO AND RETAINED BY THE THE PLANS,BUT MUST BE SUPPORTED AND ANCHORED TO RESIST THE FORCES PRESCRIBED BY IBC CH.16A AND THE 5. PARTICLEBOARD:NOT ALLOWED. AND SHALL COORDINATE WITH OTHER CEILING COMPONENTS. 9530 Jefferson Boulevard OWNER'S REPRESENTATIVE. ANCHORAGE SHALL BE APPROVED BY THE APPROPRIATE INSPECTIONS. THE INSPECTOR OF RECORD SHALL ASSURE THAT 35. CAP AND SAFE-OFF ALL PENETRATIONS IN CONSTRUCTION TO REMAIN AS REQUIRED BY DEMOLITION WORK,NEW WORK 7. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURE$AND FIXTURE LAMPS AND SHALL SUBMIT ALL CL!{Ver City, CA 90232 USA THE ABOVE REQUIREMENTS ARE ENFORCED. AND LOCAL CODES TO MAINTAIN RATING AND CONSTRUCTION OF ASSEMBLY TO REMAIN. PATCH AS REQUIRED. SCOPE OF 6. SOFTWOOD PLYWOOD:PS 1. NECESSARY DRAWINGS,CATALOG CUTS,&SUPPORTING DOCUMENTS FOR ARCHITECT'S APPROVAL. SUBSTITUTIONS SHALL t +1 310 838 9555 f+1 310 838 9586 16.ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE. RECYCLE OR DISPOSE OF DEMOLITION WORK LIMITED TO THIS FLOOR AS SHOWN. ALL RISERS,BUILDING SERVICES,UTILITIES, LIFE SAFETY WORK NOT BE MADE UNLESS ARCHITECT'S APPROVAL IS RECEIVED AND SHOP DRAWINGS ARE SUBMITTED FOR APPROVAL. PROPERLY. SERVING ADJACENT FLOORS SHALL REMAIN OPERATIONAL,NO EXCEPTIONS. COORDINATE WITH BUILDING MANAGER TO 7. FORMALDEHYDE EMISSION LEVELS: PROVIDE FORMALDEHYDE FREE MATERIALS. IDENTIFY ITEMS SERVING ADJACENT FLOORS. 8. CONTRACTOR SHALL COORDINATE WITH ALL TRADES INVOLVED AND COMPARE COMPOSITE SHOP DRAWINGS FOR EACH All reproduction&intellectual property rights reserved O 17. FIRE DIVISIONS SHALL BE CONTINUOUS THROUGH ANY CONCEALED SPACE IN FLOOR OR ROOF 8. FABRICATION:COMPLY WITH DETAILS AND CONSTRUCTION TYPES INDICATED, FLOOR TO ENSURE CLEARANCES FOR FIXTURES,DUCTS,CEILINGS,ETC„ NECESSARY TO MAINTAIN THE SPECIFIED FINISH 2015 CONSTRUCTIONS, 36. REMOVAL OF ANY EQUIPMENT,CABLING SWITCHES,AND CONDUIT PERTAINING TO CEILING HEIGHT ABOVE THE FINISH FLOOR,SLAB AS NOTED ON THE DRAWINGS,CLARIFY CONFLICTS WITH ARCHITECTS. In Association with GENERAL LANDLORD NOTES DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES SERVICE OWNER OR TENANT 9. CABINET HARDWARE AND ACCESSORY MATERIALS 18. CONCEALED SPACES WITHIN PARTITIONS,WALLS,FLOORS,ROOFS,STAIRS,FURRED PIPE SPACES,COLUMN DATA/COMMUNICATIONS REPRESENTATIVE 9. SPRINKLER CONTRACTOR TO VERIFY ALL COVERAGE OF NEW AND EXISTING SPRINKLER HEADS TO REMAIN. IF CODE CALLS SYSKA HENNESY GROUP ENCLOSURES,ETC.,SHALL BE FIRESTOPPED. AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. A. GROMMETS:DOUG MOCKET CO.,BLACK PLASTIC 2"DIA.;GROMMETS ARE TO BE FIELD-CUT FOR FOR ADDITIONAL HEADS OR RELOCATION OF HEADS,CONTRACTOR TO INCLUDE THE COST FOR THIS WORK IN HIS BASE MEP COORDINATION WITH ELECTRICAL OUTLETS. 19.ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. 1. ALL DEMOLITION 1S TO BE PERFORMED ON AN AGREED UPON TIME&SCHEDULE WITH BUILDING MANAGEMENT. 37. REMOVE ALL ABANDONED CONDUT,CABLE,WIRING,JUNCTION BOXES AND PLUMBING ABOVE CEILING. COORDINATE B. CABINET LOCKS:CCL CAM LOCK,MASTER KEYED AT ALL CABINET DOORS. PROPOSAL. CONTRACTOR TO FURNISH STAMPED SPRINKLER DWGS.FOR OBTAINING PERMIT APPROVAL. CHIN. O, I L 0 11 SUITE 1505 WITH BUILDING MANAGEMENT TO IDENTIFY UNUSED ITEMS. REFER TO PROJECT DOCUMENTS FOR SCOPE OF HVAC,LIFE C. HINGES:EURO STYLE 170-DEGREE OPENING,HAFELE OR EQUAL. CHICAGO, 1L 60611 2. NO CONSTRUCTION IS TO BE STARTED UNTIL PROPER DRAWINGS HAVE BEEN SUBMTTED AND REVIEWED AND APPROVED BY 10. HVAC COTRACTOR SHALL PROVIDE SHOP DRAWINGS AS PART OF THEIR CONTRACT AND SHALL SUBMIT THEM TO THE TEL: 312.588.3560 20.WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS,WHICH INCLUDE THE OWNER/CONTRACTOR THE LANDLORD. SAFETY DEVICE AND SPRINKLER REMOVAL. D. PULLS:PROVIDE AT EACH DOOR&DRAWER FRONT;DOUG MOCKETT DP1-26D,UON ARCHITECT&ENGINEER FOR APPROVAL PRIOR TO FABRICATION. VVVVW.SYSKA.CC?M AGREEMENT,THESE SPECIFICATIONS,THE DRAWINGS,AND ALL ADDENDA AND MODIFICATIONS ISSUED BY THE E. HEAVY DUTY SHELF STANDARDS AND BRACKETS:KV 85-185 X LENGTHS INDICATED. CONTRACTOR. 38. DEMOLISH ALL UNUSED DATA CABLING ABOVE CEILING BACK TO SOURCE. CABLING THAT SERVES OTHER TENANT F. DRAWER GLIDES:PAIR, 100 POUND RATED,FULL EXTENSION BALL BEARING, 1/2- INCH THICK,ACCURIDE. 3. SUBMIT ASBESTOS REPORTS AND COPIES OF ALL CLEAN AIR REPORTS TO LANDLORD FOR THEIR REVIEW. SPACES IS TO REMAIN VERIFY PRIOR TO DEMOLITION,TO BE COORDINATED WITH THE BUILDING MANAGER. G. SHELF SUPPORTS:5MM HOLES 32MM ON CENTER, RAFFLE#282.04.711 AND 282.24,13, 11.AIR CONDITIONING DIFFUSERS,REGISTERS, RETURN AIR GRILLES,EXHAUST FANS AND ACCESS DOORS SHALL BE SIZED BY 21. CONTRACTOR TO REVIEW BOTH ARCHITECTURAL&ENGINEERING DRAWINGS FOR SCOPE OF WORK. H. EXPOSED HARDWARE FINISHES:ANSI/BHMA A156.18 AS FOLLOWS: MECHANICAL ENGINEER.CUTS AND SHOP DWGS.OF SAME TQ BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO ARCHITECTURAL DRAWINGS TO BE USED FOR QUANTITY AND FINAL LOCATIONS. 4. FIRE SAFETY MUST BE MAINTAINED FOR ALL PERSONNEL WORKING ON THE FLOOR.ALt FIRE STAIRS,ALARMS, SPEAKERS, 39. REMOVAL OF ANY EXISTING SINKS&PLUMBING FIXTURES SHALL INCLUDE REMOVAL OF DOMESTIC WATER,WASTE AND 1. ALL HARDWARE ITEMS ARE TO HAVE BRUSHED CHROME FINISH,US26D. ORDERING OR FABRICATION. ETC.MUST REMAIN ACCESSIBLE AND OPERABLE AT ALL TIMES. VENT ROUGH-INS BACK TO THEIR SOURCE AS REQUIRED BY DEMOLITION WORK AND LOCAL CODES. COORDINATE WITH 2. FOR CONCEALED HARDWARE PROVIDE MANUFACTURER'S STANDARD FINISH THAT COMPLIES 22. IF DOCUMENTS ARE AT VARIANCE WITH ONE ANOTHER ON A PARTICULAR ITEM OR ITEMS,CONTRACTOR SHALL BUILDING MANAGEMENT. WITH PRODUCT CLASS REQUIREMENTS OF ANSI/BHMA A156.9. 12. GC TO SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS BUILDABLE AS SHOWN. REFER TO MECHANICAL,ELECTRICAL, BASE HIS PROPOSAL ON THE BETTER QUALITY OR MORE EXPENSIVE OF THE CONDITIONS. ITEMS OR EQUIPMENT 5. WHERE DEMOLITION IS TO TAKE PLACE IN THE AREA OF THE BUILDING WHERE FIRE SAFETY EQUIPMENT SUCH AS ALARMS, AND FIRE SPRINKLER DRAWINGS AND SPECIFICATIONS FOR DESIGN OF THESE SYSTEMS(DUCT SIZE,CIRCUITING,ETC.). SPEAKERS,SMOKE DETECTORS,FLOOR WARDEN STATIONS,ETC..ARE LOCATED,THE BUILDING MANAGER*MUST BE NOTIFIED LOCATIONS OF DEVICES SHALL BE AS SHOWN ON ARCHITECTURAL SPECIFIED UNDER ONE TRADE SHALL BE BINDING AS IF SPECIFIED UNDER ALL APPLICABLE TRADES, THREE(3)WORKING DAYS PRIOR TO START OF DEMOLITION SO EQUIPMENT MAY BE REMOVED AND PROTECTED. 40.ALL DEMOLISHED ELECTRICAL DEVICES TO BE REMOVED AND THEIR RELATED PIPING AND CABLING REMOVED BACK TO 10. FACTORY FINISHING OF INTERIOR ARCHITECTURAL WOODWORK. REFLECTED CEILING PLANS. IN CASES WHERE CONFLICTS ARISE BETWEEN THE LIGHTING AND THE SOURCE. A. AWI SECTION 1500,UNLESS OTHERWISE INDICATED. DUCTWORK,THE CONTRACTOR SHALL OBTAIN WRITTEN CLARIFICATION FROM THE ARCHITECT PRIOR TO 23. DRAWINGS OF BASE BUILDING CONDITIONS ARE BASED ON EXISTING BUILDING DRAWINGS,AND ON LIMITED B. WIC SECTION 1,"GENERAL INFORMATION-TECHNICAL BULLETIN"REQUIREMENTS FOR "FACTORY PROCEEDING WITH THE WORK IN QUESTION OR ANY RELATED WORK. FIELD OBSERVATION. ACTUAL CONDITIONS MAY DIFFER FROM THOSE SHOWN.EACH BIDDER IS TO ARRANGE FOR 41.TEMPORARY BRACE(E)CEILING MOUNTED STROBES,SPEAKERS AND SMOKE DETECTORS TO CEILING DURING COURSE FINISHING OF MILLWORK" A FIELD INSPECTION OF ALL AREAS OF WORK PRIOR TO THE SUBMISSION OF THEIR BID.SUBMISSION OF A BID OF DEMOLITION. C. GRADE;PREMIUM 13. GC TO VERIFY FIELD CONDITIONS AND LOCATIONS OF ELECTRICAL,MECHANICAL,PLUMBING,AND STRUCTURAL ELEMENTS, REPRESENTS THE CONTRACTOR UNDERSTANDS ALL EXISTNG CONDITIONS AND HAS INCLUDED ALL COSTS D. FINISH:AWl SYSTEM TR-4,CONVERSION VARNISH;WIC SYSTEM#2,CONVERSION VARNISH. IN ADDITION TO OTHER APPLICABLE ITEMS. ARRANGE AND MODIFY NON VISIBLE ITEMS TO INSURE ADEQUATE CLEARANCES FOR NECESSARY TO COMPLETE THEIR SCOPE OF WORK. EXISTING CONDITIONS NOTES 42. REFER TO ENGINEERING DRAWINGS AND/OR SPECIFICATIONS FOR SCOPE OF DEMOLITION OF MECHANICAL,ELECTRICAL E. STAINING,EFFECT,SHEEN:TO MATCH APPROVED SAMPLES. CEILING LAYOUT AS SHOWN,BEFORE RELATED ELEMENTS ARE CONSTRUCTED. IF THERE ARE QUESTIONS REGARDING THESE &PLUMBING WORK. OR OTHER COORDINATION PROBLEMS,THE CONTRACTOR SHALL OBTAIN A WRITTEN CLARIFICATION FROM THE ARCHITECT 24.THE CONTRACTOR SHALL FILE,OBTAIN, AND PAY FEES FOR BUILDING DEPARTMENT AND OTHER AGENCY 11. PLASTIC LAMINATE CASEWORK. Key Plan APPROVALS AND PERMITS,CONTROLLED INSPECTIONS,AND FINAL WRITE-OFFS FOR PROJECT COMPLETION. 43. PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES AS SCHEDULE. SEAL ALL ABANDONED FLOOR PENETRATIONS AS A. ALL EXPOSED SURFACES(INCLUDING FACES AND EDGES}SHALL BE MIN.071 MM (1.22 MM @COUNTERTOPS} PRIOR TO PROCEEDING 1. CONTRACTOR IS RESPONSIBLE AT BID TIME,TO VERIFY WHETHER EXISTING CEILING GRID ATTACHMENT SYSTEM WITH THE WORK IN QUESTION OR WITH RELATED WORK. REFER TO ARCHITECTURAL REFLECTED CEILING COPIES OF TRANSACTIONS ARE TO BE FORWARDED TO THE BUILDING MANAGEMENT PRIOR TO COMMENCING REQUIRED TO RESTORE CONSTRUCTION ASSEMBLY PER APPLICABLE BUILDING CODES. PLASTIC LAMINATE FINISH. WORK. REQUIRES CONFORMANCE MODIFICATIONS)OR UPGRADE FOR SEISMIC REQUIREMENTS. IF SO DETERMINED,THIS SHOULD B. ALL SEMI EXPOSED SURFACES SHALL BE MELAMINE SURFACE FINISH&MIN.2 MM PVC EDGES,COLOR AND TYPE PLAN FOR LOCATION OF CEILING ELEMENTS. BE INCLUDED IN THE SCOPE OF WORK. CHANGE ORDERS FOR THIS TASK WILL NOT BE ACCEPTED 44. EXISTING DOOR(S), FRAME(S),ALL ASSOCIATED HARDWARE AND DEVICES TO REMAIN DURING CONSTRUCTION. SEAL TO MATCH EXPOSED SURFACES. DURING CONSTRUCTION. 14. UNLESS OTHERWISE NOTED,SCHEDULED DOWNLIGHTS,WALLWASHERS,SMOKE DETECTORS, EXIT SIGNS AND OTHER 25. THE CONTRACTOR SHALL ARRANGE FOR INSPECTIONS NECESSARY TO OBTAIN A CERTIFICATE OF ELEVATOR CAB DOORS IN ACCORDANCE WITH BUILDING DEPARTMENT AND FIRE INSPECTORS REQUIREMENTS TO PREVENT C. PROVIDE BACKER SHEET ON ALL CONCEALED SURFACES OF LAMINATE CASEWORK. VISIBLE CEILING ELEMENTS SHALL BE CENTERED IN THE CEILING TILE(OR IN ONE HALF OF A SCORED TILE)OR CENTERED ON OCCUPANCY. 2. CONTRACTOR TO VERIFY AT BID TIME IF EXISTING PIPES, HVAC OR ANY OTHER ITEM NEEDS TO BE RELOCATED TO DUST AND DEBRIS FROM ENTERING ELEVATOR SHAFT. D. CORE CONSTRUCTION:CABINET DOORS, DRAWER FRONTS, P-LAM COUNTERTOPS, FIXED SHELVES AND CASE THE JOINT BETWEEN TWO CEILING TILES OR CENTERED ON THE I D H L ATI NS SH U BE IN ORPORAT D INTO THE BODIES ACCOMMODATE THE PROPOSED DESIGN. FSO ETERMINED,T ESE RE OC 0 0 LD G E INTERSECTION OF FOUR CEILING TILES, CONTRACTOR SHALL NOTIFY ARCHITECT OF CONFLICTS WITH 26. WORK SHALL CONFORM TO LOCAL BUILDING CODES AND ORDINANCES AND OTHER AGENCIES HAVING 45. EXISTING WALLS TO REMAIN WILL BE FLOATED TO BE SMOOTH SUBSTRATE,SIMILAR TO NEW CONSTRUCTION. PREPARE SHALL BE OF 3/4"MDF(45 LB MEDIUM DENSITY FIBERBOARD). BID TO BE ACCEPTED OR REJECTED BY ARCHITECT. CHANGE ORDERS FOR THESE KINDS OF RELOCATIONS AT ACCESSIBLE THE CEILING SYSTEM AND OBTAIN WRITTEN CLARIFICATION PRIOR TO FIXTURE INSTALLATION. JURISDICTION. THE RULES AND REGULATIONS OF OSHA SHALL BE ADHERED TO FOR THE PROJECT. FOR INSTALLATION OF NEW FINISHES PER MANUFACTURER'S SPECIFICATIONS. E. CABINET BACKING SHALL BE MIN. 1/4"MDF. CEILINGS WILL NOT BE ACCEPTED DURING CONSTRUCTION. F. AOJ SHELVES SHALL BE 3/4"BIRCH VENEER PLYWOOD(1"THICK FOR ADJ SHELVES BETWEEN 36"-42"WIDE. 27.THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE LENGTH OF HIS CONTRACT,EXITS,EXIT LIGHTING,FIRE G. CABINET DOORS&DRAWER FRONTS SHALL BE FLUSH OVERLAY STYLE,UON. 15. CEILING TILEIT,FIXTURES RS ARE NOT DESIGNED TO SUPPORT THE WEIGHT OF ADDITIONAL EQUIPMENT OR MATERIALS. PROTECTIVE DEVICES AND ALARMS TO CONFORM TO LOCAL BUILDING CODE REQUIREMENTS. CABLES,CONDUIT,FIXTURES,FTG.SHALL BE INDEPENDETLY SUPPORTED FROM THE STRUCTURE. G E R t E p R 1 D E 1►A O L I T 1 O R 1 Aft 1T E t'+ 12. HARDWOOD CASEWORK. 16. PLACEMENT OF REQUIRED WALL OR CEILING ACCESS PANELS SHALL BE REVIEWED BY ARCHITECT PRIOR TO FRAMING. 28.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTNG WORK DURING V tom/ �L. L!CIV/V t !ll V V 4J v A, ALL EXPOSED AND SEMI EXPOSED SURFACES SHALL BE HARDWOOD VENEER,AS SCHEDULED,WITH SELF- ARCHITECT SHALL BE ALERTED AS EARLY AS POSSIBLE OF ACCESS PANELS REQUIRED WHICH ARE NOT INDICATED ON CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION,AND/OR MISALIGNMENT IN ACCORDANCE EDGING UNLESS SOLID HARDWOOD EDGING IS NOTED ON THE DRAWINGS. ARCHITECTURAL OR ENGINEERING CEILING PLAN. PANELS ARE TO BE"GRG"TYPE,PAINTED TO MATCH ADJACENT SURFACE, OR WITH APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE. 1. THE SCOPE OF DEMOLITION WORK HAS GENERALLY BEEN INDICATED ON THE DRAWINGS FOR CONTRACTORS B. FINISH HARDWOOD AS INDICATED ON THE DRAWINGS. AR HITECTD BY ARCHITECT. - INFORMATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE FULL SCOPE,EXTENT,NATURE C. GRAIN DIRECTION FOR TRANSPARENT FINISH SHALL BE CONSISTENT THROUGHOUT& SOLID WOOD EDGING Professional Seals 29. WORK AND/OR CONSTRUCTION OPERATIONS SHALL NOT UNDERMINE THE STRUCTURAL INTEGRITY OF THE AND MANNER OF DEMOLITION REQUIRED. SHALL MATCH VENEER,UON. - BUILDNG. GENERAL CONSTRUCTION NOTES D. CORE CONSTRUCTION:CABINET DOORS, DRAWER FRONTS,P LAM COUNTERTOPS, FIXED SHELVES AND CASE ENG NEERS AND RCHITECTSODRAWINGS FOR CEILING COMIPONE TS&SWIT HRLOCATIONS,CONTIACTARCH TECT FOREEN / i 2. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS.THE INTENT IS TO INDICATE THE BODIES SHALL BE OF 3/4"MDF(45 LB MEDIUM DENSITY FIBERBOARD). VERIFICATION 30. THE CONTRACTOR SHALL VERIFY THAT DRAWINGS ARE THE LATEST ISSUE PRIOR TO COMMENCING GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT E. CABINET BACKING SHALL BE MIN. 1/4"MDF. CONSTRUCTION. DOCUMENTS. F. ADJ SHELVES SHALL BE 3/4"BIRCH VENEER PLYWOOD(1"THICK FOR ADJ SHELVES BETWEEN 36"-42"WIDE. 18. REVIEW WORKING POINTS FOR LOCATION OF CEILING GRID WITH ARCHITECT PRIOR TO COMMENCING WORK.ALL GRIDS ARE 1 1. REVIEW GENERAL NOTES BEFORE COMMENCING WORK. G. CABINET DOORS&DRAWER FRONTS SHALL BE FLUSH OVERLAY STYLE,UON. CENTERED IN ROOMS,LION / 31. IN CASE OF CONFLICT BETWEEN ARCHITECT'S AND ENGINEER'S DRAWINGS IN LOCATION OF 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DEMOLITION WORK LIMITED TO"WORK LIMIT"SHOWN. WORK MATERIALS/EQUIPMENT,NOTIFY THE ARCHITECT IN WRITNG. INCLUDING BUT NOT LIMITED TO ALL BUILDING SERVICES,UTILITIES,DATA,TELECOM,SECURITY,FIRE/LIFE SAFETY, 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALL UON 19.ALL DIFFUSERS AND RETURN GRILLS SHALL NAVE FRAMES COMPATIBLE WITH CEILING SYSTEM FOR FLUSH FIT. AND HVAC SERVING ADJACENT TENANT SHALL REMAIN OPERATIONAL AND UNAFFECTED BY THE DEMOLITION. ANY 32."SIMILAR"OR"SIM"MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DISRUPTIONS IN SERVICES SHALL BE SCHEDULED WITH THE BUILDING MANAGER. 3. ALL WORK IS NEW UNLESS OTHERWISE NOTED AS EXISTING. 20.ALL DOWNLIGHTS SHALL BE SELF FLANGING. DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. 4. SCHEDULE: 4. WHERE A WALL IS SHOWN IN ALIGNMENT WITH MORE THAN ONE COLUMN OR CORE ELEMENT WHICH ARE NOT ALIGNED, 33. DIMENSIONS AND NOTES FOR A GIVEN CONDITION ARE TYPICAL FOR SIMILAR CONDITIONS,UNLESS SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO THE CONTRACTOR SHALL LAY OUT PARTITIONS ALONG THE ENTIRE LENGTH ALIGNING WITH THE FURTHEST PROJECTION. _ 21.ALL MULTIPLE LIGHTING SWITCHES SHALL BE SET IN COMMON GANG PLATE.MAX 2 GANG BOX IN RATED WALLS. OTHERWISE NOTED. ARCHITECT AND THEIR CONSULTANTS,AND THE OWNER'S REPRESENTATIVE,CITY BUILDING OFFICIALS,AND UNLESS OTHERWISE NOTED,OTHER SURFACES ALONG THE ALIGNMENT SHALL BE FURRED TO THIS LINE AFTER THE No. Description Date BUILDING MANAGEMENT FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF,CAPPING AND CONTINUATION OF ARCHITECT IS NOTIFIED. GENE RAL POW E R/DATA NOTES 22. PROVIDE ACOUSTIC BATT INSULATION ABOVE CEILING AT ALL A/C UNITS. INSULATION SHOULD BE UNDER UNIT AND 5'-O" 1 90%REVIEW June 27 2017 BEYOND ALL 4 SIDES OF UNIT. 34. THE CONTRACTOR SHALL COORDINATE WORK WITH BUILDING MANAGEMENT INCLUDING BUT NOT LIMITED TO UTILITY SERVICES AS REQUIRED TOGETHER WITH DETAILS FOR DUST AND NOISE CONTROL.PROVIDE DETAILED O 2 Issue for Bid&Permit July 07,201,7 SCHEDULING TIME AND LOCATIONS FOR DELIVERIES,BUILDING ACCESS, BUILDING FACILITIES,AND USE AND SEQUENCE OF DEMOLITION, FLOOR BY FLOOR,AND REMOVAL WORK TO ENSURE UNINTERRUPTED PROGRESS OF 5. ALL PARTITIONS ARE DIMENSIONED FROM FACE OF PARTITION TYPE AS INDICATED UON. CLEARANCE OF AVAILABLE ELEVATORS. OWNER'S ON-SITE OPERATIONS AND BUILDING OPERATIONS. ALL DIMENSIONS MARKED"CLEAR"OR"CLR"SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL 1. COORDINATE OUTLETS WITH MILLWORK IN ALL LOCATIONS. 23. VERIFY LIGHT FIXTURE TRIM FRAMES ARE COMPATIBLE WITH CEILING SYSTEM FOR FLUSH FIT. FINISHES. 35.WORK AREAS SHALL REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. THE CONTRACTOR SHALL 5. PREPARATION: 2. FURNITURE lS SHOWN FOR REFERENCE PURPOSES ONLY. REF.AND COORDINATE WITH 24. LOCATIONS OF THERMOSTATS SHALL BE VERIFIED W/ARCHITECT PRIOR TO INSTALLATION. PROVIDE,WHERE NECESSARY,TEMPORARY LOCKABLE DOORS TO PROVIDE THE TENANT CONSTANT ACCESS TO CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY INTERIOR AND EXTERIOR SHORING,BRACING,OR SUPPORT TO 6. DIMENSIONS NOTED"CLEAR"OR"CLR"MUST BE ACCURATELY MAINTAINED AND SHALL NOT VARY MORE THAN+/-1/8" FURNITURE VENDOR DRAWINGS 25. WHEN CEILING AREAS EXCEED 2,500 SF,A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT DIVIDES THE SPACES NOT UNDER CONSTRUCTION. CONTRACTOR SHALL PROVIDE TENANT WITH KEYS FOR TEMPORARY PREVENT MOVEMENT,SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES WITHOUT WRITTEN CONSET FROM THE ARCHITECT. DOORS. TO REMAIN. WORK SHALL BE DONE UNDER THE SUPERVISION OF A LICENSED STRUCTURAL ENGINEER PROVIDED BY 3. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN.VERIFY LOCATION OF CEILING INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED.(EXCEPT WHERE THE CONTRACTOR AT THE PROJECT SITE. CONTRACTOR SHALL CEASE OPERATIONS AT HIS/HER DISCRETION AND 7. ALL DIMENSIONS TO THE EXTERIOR WALL ARE TO THE INSIDE FACE OF EXISTING SILL. ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED.NOTIFY STRUCTURAL ANALYSES ARE PERFORMED ON THE CEILING BRACING SYSTEM FOR THE PRESCRIBED NOTIFY OWNER AND BUILDING MANAGER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WTH WORK. SEISMIC FORCES THAT DEMONSTRATE CEILING PENETRATIONS AND CLOSURE ANGLES,PROVIDE SUFFICIENT CLEARANCE TO 36.THE CONTRACTOR SHALL,UPON AWARD OF THE CONTRACT FOR CONSTRUCTION,DETERMNE THE DELIVERY ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT).EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES. SCHEDULE OF MATERIALS NEEDED FOR THE COMPLETION OF THE WORK. CONTRACTOR SHALL PROCURE, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AS DIRECTED BY THE CONTRACTOR'S LICENSED 8. BASE BUILDING COLUMN CENTER LINES(OR GRID LINES)ARE SHOWN FOR DIMENSIONING;VERIFY EXACT LOCATIONS IN STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING FIELD. 4. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE OF ALL OUTLETS AND DELIVER,AND STORE MATERIALS AND LABOR IN SUFFICIENT QUANTITY AND ON A TIMELY BASIS SO AS TO NOT " _ _ THE WORK AS DIRECTED BY THE CONTRACTOR'S LICENSED STRUCTURAL ENGINEER.CONTRACTOR IS SOLELY TAKE PRECEDENCE.OVER ALL OTHERS,UON.ELECTRICAL ENGINEER'S POWER PLAN 26. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS,SPRINKLER HEADS SHALL HAVE 2 OVERSIZED IMPEDE THE COMPLETION OF THE WORK. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES RING SLEEVE OR ADAPTOR THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL ___..._._ ______ _-_____..._._._._.__.___-_____.__._m FOR ORDERS OF MATERIALS AND EQUIPMENT AND FOR LONG LEAD ITEMS. IF THE DELIVERY TIME OF ANY RESPONSIBLE FOR DEMOLITION MEANS AND METHODS. 9. DIMENSIONS SHOWN AS V.I.F.SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD BY LAYING OUT THE PARTITIONS SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL „ OR OTHER DESIGN ELEMENT.CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO APPLICABLE CODES AND ENFORCED BY GOVERNING AUTHORITIES. DISCREPANCIES BETWEEN ARCHITECT'S AND DIRECTIONS.ALTERNATIVELY,A SWING JOINT THAT CAN ACCOMMODATE 1 OF CEILING MOVEMENT IN ALL HORIZONTAL ___ T._...___..... PRODUCT IMPEDES THE CONSTRUCTION SCHEDULE,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WITHIN BID DIRECTIONS SHALL BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. ___ _.__- ___._____..___.. _______-____-____.___._ PROPOSAL,FOR CONSTRUCTION. 6. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PROCEEDING WITH THE WORK IN THAT AREA. ENGINEER'S DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO PRICE, IF REQUIRED. ALL BUILDING PERMITS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK. INSTALLATION. _ _ - _T____ 10. NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH 27.ARCHITECT TO REVIEW LOCATIONS OF ALL SLOT DIFFUSERS,SPRINKLERS, SMOKE DETECTORS,ETC. IN GYP BD CEILINGS 37. REQUESTS FOR SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING WITHIN BID PROPOSAL PRIOR TO ROUGH-INS OCCURRING. - FOR CONSTRUCTION TO THE ARCHITECT,AND WILL BE CONSIDERED ONLY IF THEY PROVIDE BETTER SERVICES, 7. FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION, REMOVAL AND/OR SALVAGE OF NO VISIBLE JOINTS,UNLESS OTHERWISE NOTED, 5. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, HAVE A MORE ADVANTAGEOUS DELIVERY DATE,OR HAVE A LOWER PRICE PROVIDING A CREDIT TO THE CLIENT ALL ITEMS.ONLY WORKMEN SKILLED AND KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES SHALL BE EMPLOYED IN SPECIFICATIONS AND INSTRUCTIONS. 28. REFLECTED CEILING PLANS INDICATE: AND WILL NOT SACRIFICE QUALITY,APPEARANCE OR FUNCTION. UNDER NO CIRCUMSTANCES WILL THE THE DEMOLITION OF ANY WORK. 11. CONTRACTOR SHALL INSTALL DRYWALL FURRING TO ACCOMMODATE DEPTH OF FIRE EXTINGUISHER CABINETS/HOSE A. GENERAL TYPE AND SPECIFIC LOCATION OF LIGHT FIXTURES OF SIGNAL&EQUIPMENT DEVICES. ARCHTECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL CABINETS&OTHER ITEMS INDICATED ON HISTORICAL"AS-BUILT"RECORD SETS INTO DRYWALL CONSTRUCTION. 6. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUT OR PLUMBING LINES SHALL BE __... QUALITY TO THE SPECIFIED PRODUCT. 8. TAKE SPECIAL CARE TO DEMOLISH ONLY THAT WORK WHICH IS REQUIRED TO BE DEMOLISHED AND NOT TO CONTRACTOR SHALL COORDINATE DEPTH AND SIZES OF RECESS REQUIRED WITH SPECIFIED EQUIPMENT. FULLY PACKED&SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. DISTURB ANY WORK WHICH IS TO REMAIN. IF IN THE COURSE OF DEMOLITION,CONTRACTORS DESTROY OR DISTURB 29. ELECTRICAL ENGINEERNG DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES,AND SWITCHES. ---...-------._-._ _______..__._..___._..........___....__---------_.---_...._._.-_- 38.THE CONTRACTOR SHALL PROVIDE A FULL-TIME SUPERINTENDENT OR REPRESENTATIVE AT THE JOB SITE AT ANY WORK WHICH IS TO REMAIN,THEN THEY SHALL AT THEIR OWN EXPENSE,REPAIR OR REPLACE SUCH WORK AS 12. DRYWALL FINISHING:COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND SPECIFICATIONS, 7. SEE POWER AND DATA PLAN SHEET NOTES FOR OUTLET,SWITCH AND COVER PLATE FINISH. _._______.__.....-_._...___._..._ ALL TIMES,WHO SHALL SUPERVISE AND DIRECT THE WORK ACCORDING TO THE SPECIFIED QUALITY STANDARDS. NECESSARY. EXCEPTION:COMPLY WITH MORE STRINGENT REQUIREMENTS OF GYPSUM ASSOCIATION GA-216 RECOMMENDED B. LIFE SAFETY EQUIPMENT. SPECIFICATION FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD. 8. FURNISH AND INSTALL UNDERWRITERS LABORATORIES,INC.(UL)LABELED DEVICES THROUGHOUT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. 39. THE CONTRACTOR SHALL APPLY,INSTALL,CONNECT,ERECT,CLEAN,AND/OR CONDITION MANUFACTURED 9. ANY CUTS AND PENETRATIONS IN EXISTING WORK REQUIRED TO ACCOMPLISH NEW WORK SHALL BE KEPT TO AN D. LIGHT FIXTURE SPECIFICATIONS. N T ARTICLES, MATERIALS,AND/OR EQUIPMENT PER MANUFACTURER$INSTRUCTIONS. INCASE OF CONFLICT ABSOLUTE MINIMUM AND SHALL BE DONE NEATLY AND WITHOUT pISTURBANCE TO ADJACENT WORK TO REMAIN. 13. EXPOSED GYPSUM BOARD EDGES SHALL HAVE METAL TRIM. PROVIDE CORNER BEADS ALONG FULL LE G H OF 9. ELECTRICAL,SWITCH AND OUTLET COVER PLATES,SURFACE HARDWARE, ETC,SHALL BE BETWEEN MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL OBTAIN OUTSIDE CORNERS,AND J BEADS ALONG ENDS OF GYPSUM BOARD,UNLESS OTHERWISE SPECIFICALLY NOTED. TAPE, INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALL COVERINGS&CARPET SPECIFIED. 30. MECHANICAL ENGINEERING DRAWINGS INDICATE: ____. __ _______..___ WRITTEN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. 10. DO NOT SCALE DRAWINGS. SPACKLE,AND SAND JOINTS. PARTITIONS SHALL HAVE A SMOOTH FINISH CONDITION READY FOR PAINT AND FINISH A. DUCTS,AIR MOVEMENT REQUIREMENTS,AND SIZES OF GRILLES AND REGISTERS. MATERIAL APPLICATION,UNLESS OTHERWISE NOTED. 10. FURNISH AND INSTALL ALL FIXTURES,ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. 40. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND 11.ALL WORK SHALL BE DONE IN ACCORDANCE WITH TENANT CONSTRUCTION STANDARDS AS REQUIRED BY THE 31, DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: PROCEDURES,AND FOR THE COORDINATION OF WORK,AND FOR THE WORK PERFORMED BY SUBCONTRACTORS. BUILDING MANAGEMENT. 14. GC TO PROVIDE AND/OR COORDINATE BRACING OR REINFORCING(BLOCKING)TO ALL NEW&EXISTING PARTITIONS 11. COORDINATE POWER/DATA DEVICE&LIGHT FIXTURE MOUNTING LOCATIONS WITH A. LAYOUT LOCATION AND SIZE OF SPRINKLER LINES AND HEADS. RECEIVING WALL MOUNTED MILLWORK/CASEWORK,FURNITURE ASSEMBLY,WHITE BOARDS,GRAB BARS,TOILET INTERIOR ELEVATIONS,FINISHES,&CASEWORK, B. PRESSURE REQUIREMENTS. 41.THE CONTRACTOR SHALL COORDINATE AND SHEDULE WORK BY OTHERS, INCLUDNG BUT NOT LIMITED TO 12.VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO SUBMITTING BIDS AND REPORT TO THE OWNERS ACCESSORIES ETC PRIOR TO CLOSNG WALLS. REFER TO PARTITION ASSEMBLY DETAILS. C. SPRINKLER HEAD SPECIFICATIONS. -- REPRESENTATIVE AND NOK ANY DISCREPANCIES OR OMISSIONS WHICH WOULD NTERFERE WITH SATISFACTORY _12.-UPON COMPLETION OF OUTLET LAYOUT,NOTIFY THE ARCHITECT TO SCHEDULE SITE VERIFICATION D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS. TELEPi�ONE,DATA AND"FURNISHED-ANDlOR-INSTALLED-OWNER-PROVIDED"ITEMS. CONTRACTOR SHALL _ _.,_,____,__., _ ___ __._...._ _..._ _ _.... __ -_... RDINATE XA T L ATION AND SHALL DO TH CUTTI HIN HAT MAY IRED COMPLETION OF WORK. 15. PENETRATIONS IN GYPSUM BOARD CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO t'" ""-''-' "" - - --�"---- """'-""-""-"- -- '--"- INS. " _ COO E G OC S E NG,FITTING,ANO PATS G T BE REQU GENE RAL F LOO R & WALL FINISH NOTES 32. INSTALL THE SUSPENDED CEILING GRID TO BE LEVEL WITHIN A TOLERANCE OF 1/8 IN 12-0. ANCHOR AS REQUIRED. TO MAKE THE PARTS OF THE WORK,WHICH WILL RECEIVE THE WORK OF OTHERS,AS SHOWN OR REASONABLY PREVENT SOUND LEAKAGE AT ACOUSTICAL PARTITIONS AND AT DEMISING PARTITIONS,UNLESS OTHERWISE NOTED. - _ 13. REMOVE AND DISCARD ALL DEMOLISHED ITEMS N A MANNER FULLY APPROVED BY LOCAL CODES AND ANY _ - IMPLIED BY THE DRAWINGS AND SPECIFICATIONS. 33.SPECIAL INSPECTION IS REQUIRED FOR SUSPENDED CEILING SYSTEMS AND THEIR ANCHORAGE IN SEISMIC DESIGN - - -- - - - GOVERNING AUTHORITY. 16. PATCH AND RE-PAINT ALL WALLS,CEILINGS AND COLUMNS TO REMAIN AS EXISTING UON NOTE:CUT OUTS FOR CATEGORIES D,E,F. CBC 1705.3.4 42. THE CONTRACTOR SHALL PATCH SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE ELECTRICAL DEVICES MUST BE PROPERLY TAPED AND/OR SPACKLED TO INSURE COMPLETE COVERAGE OF OPENINGS BY 1. PROVIDE FLOORING TRANSITION STRIPS AT ALL CHANGES IN MATERIAL AS SPECIFIED. Date of First Issue: FINISHES. 14.ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE SALVAGED OR AS DEVICE PLATES. OTHERWISE DIRECTED.DEBRIS REMOVAL SHALL BE PERFORMED USING BLDG.FREIGHT ELEVATORS.CONTACT THE 2. PROVIDE OWNER WITH 5%ATTIC STOCK OF CARPET AND CARPET TILES, 34.SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D,E,F,SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH Project 43. THE CONTRACTOR SHALL PROTECT THE BUILDING PREMISES AND OCCUPANTS ON THE PROJECT SITE FROM BLDG. MGMT.OFFICE TO OBTAIN SCHEDULE FOR THE USE OF THE FREIGHT ELEVATORS PRIOR TO SUBMITTING BID. 17. PATCH&PREPARE ALL NEW AND EXISTING WALLS AFFECTED BY DEMOLITION ACTIVITIES.SURFACES TO BE SMOOTH& ASTM C635,ASTM C636,AND THE CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING: ASCE 13.5.6.2.2 No: 16.24752.00 DAMAGE. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN NECESSARY COVERINGS, BOARDS,TEMPORARY ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PREPARED TO RECEIVE NEW FINISH(ES). 3. CONTRACTOR SHALL SUBMIT SAMPLES FOR ARCHITECT'S REVIEW OF FINISH MATERIALS AS SPECIFIED IN PROJECT Sheet Title PARTITIONS,AND DOORS,AS REQUIRED TO PROTECT EXISTING WORK,MATERIALS,AND FINISHES TO REMAIN AT PROCEDURES. NOTES.PLACE FULL ORDERS ONLY UPON RECEIPT OF ARCHITECT'S WRITTEN ACCEPTANCE OF SUBMITTED SAMPLES. A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED THE JOB SITE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DAMAGES ATTRIBUTABLE TO HIS 18. PATCH AND REPAIR GYPSUM BOARD AROUND THE PERIMETER WALLS,CORE WALLS AND EXISTING COLUMN B. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING,SLEEVE,OR ADAPTER THROUGH P ROJ ECT NOTES OPERATION, REPAIRS,OR REPLACEMENT WITHOUT ADDITIONAL CHARGE TO THE PARTY AFFECTED. 15. REMOVE ALL WALL CONDUITS AND WIRING LEFT AFTER WALL DEMOLITION, INCLUDING SWITCH BOXES,JUNCTION ENCLOSURES FOR APPLICATION OF NEW FINISHES. 4, REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL FINISH INFORMATION. THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1-INCH IN ALL HORIZONTAL DIRECTIONS. BOXES,PLATES,BRIDGES,OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING OR EQUIPMENT. PULL BACK ALL C. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 44. IN AREAS REQUIRING REMODELING,THE USE OF'VISCUENE'OR SIMILAR TYPE OF MATERIAL AS TEMPORARY CORRESPONDING CABLES,CONDUITS,WIRING,ETC TO ORIGINAL SOURCE AT MAIN FLOOR TELEPHONE OR 19. FIRE SAFE PENETRATIONS AT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. 5. CONTRACTOR SHALL EXAMINE ALL SURFACES TO BE FINISHED AND VERIFY THAT THEY ARE ACCEPTABLE TO D. LIGHT FIXTURES,CABLE TRAYS,AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY CONSTRUCTION BARRIER IS NOT PERMITTED. TEMPORARY CONSTRUCTION BARRIERS SHALL MEET THE SAME ELECTRICAL ROOMS. RECEIVE SPECIFIED FNISHES. OF THE CEILING. FIRE RATING AS THE PERMANENT PARTITION. 20.ALL INTERIOR PARTITIONS,PENETRATIONS,OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED,GASKETED, E. SUSPENSION WIRES SHALL NOT BE SMALLER THAN N0.12 GAGE SPACED AT 4 FEET ON CENTER. g 16. PROTECT AT ALL TIMES THE PROPERTY OF THE BUILDING OWNER,INCLUDING BUT NOT LIMITED TO WINDOWS, OR WEATHER STRIPPED. 6. SURFACE DEFECTS OR DEFICIENCIES WHICH MAY ADVERSELY AFFECT WORK SHALL BE CORRECTED OR BROUGHT n ELEVATORS,ELECTRICAL PANELS, AIR CONDITIONING EQUIPMENT,PERIPHERAL ENCLOSURES,ETC.(A TEMPORARY TO THE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION PRIOR TO COMMENCEMENT OF WORK. O 45. SHOP DRAWINGS/SUBMITTALS ARE REQUIRED FOR BUT NOT LIMlTEo TO THE FOLLOWING:MILLWORK, 35. PROVIDE CLIENT WITH 5%ATTIC STOCK OF CEILING TILE. original drawing is 42 x 30. Do not scale contents of this drawing. O STRUCTURAUMISCELLANEOUS STEEL,HARDWARE,WOOD AND METAL DOORS,ANO EQUIPMENT. SHOP DRAWINGS FILTER SHALL BE INSTALLED ON ANY RETURN AIR DUCTS ABOVE OR BELOW HUNG CEILING, IF ANY,DURING 21.ALL GYP BD PARTITIONS RECEIVING RUBBER BASE TO BE FINISHED SMOOTH TO THE SLAB. C' DEMOLITION PHASE. 7. PROVIDE FLOOR MEMBRANE AT RESTROOMS(LATICRETE#9235 OR EQUAL, MEMBRANE TO LAP 4"AFF AT PERIMETER Sheet Number o SHOULD INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS,SETTING DRAWINGS,AND MATERIAL ) WALLS). `r,,° SCHEDULES. FABRICATION SHALL BEGIN ONLY AFTER ARCHITECT'S REVIEW AND APPROVAL OF SHOP DRAWINGS. 0 N CO - ti N / \ - .// • .✓ 2g6 1 T"), `,1 k to CP w Q 2 a �4 S It N 1 SW � Ow HAMPTONs. s..„. „. , , T ET F R ti Y s -.+ITA �4 3. f I ♦_� F - - 4- .. 4 �' �I ♦ ti 4 _ __ _ _ _ _ _ _ i ! 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WABASH AVE. SUTE 1505 - . !{ i ` I -.,,,, �._' ": h 1 ?, '„ e ib,,A v ,`t CHICAGO, IL 60611 j5 f, iiii O , lri. i ,� • 3 1 , 1 tir r t ' ! f. -A i` 1 I' ss I _-,. - j. .s"_ ,�,I TEL 312.588.3560 I ', tr ' 1 'it r 1 { r f a - i`.' -. ` �, } l i 1 / e I i ! i ' 7 1 's € [ F I. 1 :/ F I I _ �, „ ,.aa3 _ - si, T p S 1 ......r ... .. GJ 9 1 x. , "r WO ; "— j ! � ... _ --� ' , _53 tet` 1 t I € ,�. �liw ] - i f ,. i g I tlial / f r i! , ! _W.•� 1 } !1 1 r_ , l 1 �"+ir (`S` i S ` i, „, li) 1 IL • _______41 \ § �t .� r i *42�, w r rs 1 1_41 )r ,� ^ ' . . AREA OF WORK: � � j S':.:A.\''', ; I I 11 ' t' � Ii ' ,` - - ^.�=-_- � 2 EXTERIOR EGRESS DOORS -°,� `` } :�..:.- ._ .. SITE LEGEN❑ i � } ,� TO MATCH ELLSTING DOORS AND r t 1 i I I e t tt3 154 SF 1; 1 i i t , t t €.,' I. CURTA NWA = n i � '" `-: . 1 4 { I (�w 5 b ! _.. € ADDED SIDEWALK AS SHOWN =� -- 25 EXISTING TO REMAIN gilt �11 - 1= -_ _11 k « �5 ! '7 `!I ; . . ' SEE ELEVATION, 3/A051 tr � [6}SPA CES �'J? !1 SITE CONTOUR � • �'1. 1§ ' ' f fF s` I , � l'' \ »° Y '�,� ` ; Com: °� _:...� NEW DOME SECRITY CAMERA,S"DIAMETER(MOUNT TO UNDERSIDE 1 , I ! AREA OF NEW 1 I - ( # I OF SOFFIT) � �r` CONCRETE WALKWAY ~' 1' ! ` 1 ' NOTE: GC TO PROVIDE WATERPROOF EXTERIORKe Plan i ' ! 1305 SF 1 / �� # / 1 4 Il ! YG - 175 5F TOTAL € .1,---"----- j 1 , ENVELOPE PENETRATION FOR CAMERA WIRING f ) T 1 s 1 I I ...e.--.:I/C) a r _.....1 1 1 .. . ..,. . ...,, V • i_11,1_I I <{ , ! i r t 1 I ,' ��x�< i � 1 {8)SPACES �` `'. - "� It --C\\ y r. t� F l ) }! �, ', 4 i/- 1 L`•T' '\--1-. ."1-1--,h\ 1 i ` a ;� SITE PARKING BOUNDARY LIMITS --1-' I I y l I ; * W 2484 SF -- 4a c' r ti. ). f } § f '� , 3 J I ` ;1 : 1'T __ �.Y .:..........«. w ... __ .. h_... ,,,1 _,.._....... _. _- 0 .. .7 55 El 1111/ IIE , A.A. Oil i v �A 1 k a? �v ��illai C�� 1 _111111 \ .- ..,339 SF / I ( � - - Ig n� Jj x x#I al __._ 1 i, , / -,-- ._ „/Ac; ' , ' PROJECT DATA: li i e> i -, , # 2B FEE I • €n'f I ( } PACES _.. e a p I 1 ry I sA 1\ t I -" 1 -. `// I e I• { ! f f i/`i i, /'/�i s 1 ✓/ _ . . _. _ a� .,...):\ ixi5 PROJECTNAME:PACIFIC PARKWAY CENTER y �� ' 1 0� 1 h. a �' .. ` . _ -----) - • i • .. 1 I !' I �: �r I . '--2 - - }▪I w M _ APPLICANT J ADDRESS: OWNER: AC TRUST n P 7, • 1 ' € r MEChi _1 i I =' Y I .-.-, I ;� __ � PROPERTY ADDRESS: 6600 SW HAMPTON STREET TIGARD OR 87224 $ - - C 1 �` :, . I1 "� _ PHONE NUMBER:503-624-7755(RICHARD KRIPPAEHNE) a / I i. _,- Se /.. YARD 1 , {i t r 1{€ Imo.. 1 15 TAX LOT ID:2S101AD03500 1 '�.. a " ..._ c51 ``-, \ + 7}SPADES i ,p`� (7)S AGES. E ( } r _ 1/, ( § t ZONING:MUE MED USE EMPLOYMENT 4 i ,€ / t _,r ---� a-_..._ :✓ ' €, _ —- Professional Seals 1 1 �. ' t s • //� » _ _ ,, __._ _ r `- �'1 PROPERTY ACCOUNT O,:R458034 I AO 7 1111 ,- NEW 1 : 12 CONC. SIDEWALK �' , a . „° , 1 ` J! € `. �, PARKING DEDICATED TO PARKING DEDICATED TO • i , `a { 1 - ADJACENT BUILDING PACIFIC PARKWAY > ♦ ', Aa51 4" THICK C O N C. SLAB ON GRADE 'ti, _ i ♦ t1 _ - g _ _ _ ~, j§ °`.- IMPERVIOUS SURFACE SUMMARY ♦� WI #4 @ 16 O.C. f' - -� _� , § j 1 _ 1 { r 1M �- _� __�. ; 4FP i I �-=~ - r'' ' NEW IMPERVIOUS AREA= +-100 SF F ,1 r_ } k ! (4)SPACES ��� I I I -� (141 SPACES w a 9s §t - ` , ! 1 get •' ` ' t ` .�'.;r tfrOW - r 4 E + - f 5 1 I IMPERVIOUS AREA TO BE DEMOLISHED-8,338 SF t� \ / i 1 ' - ��;'T'.. .�...: ``. a,!' `{'.• I :r r ,, �� a •l4.ir�`�,,�, Ti I ! Sj I t 1 i q'.. f' ,T+ x 11 1 j • \ .1. \I ° 'i\ ♦ `, a„a it `E �� § 1 E E *, 1 _✓ ._ fi ! j- - ., ,..h 4 7i1r� r 1 „ .... �y t ) NEW IMPERYIOIIS AREAY 6,858 SF! 1 .:� ,.. "� r '� �� Y` ! _ I� t5 Iti;ftI t - '1 • �' j4 `'� �E• ..! .�",.1y 1, *, , s € xavo1 1 1� # A t i� _ ,�,j .�.. i ) ' _` ♦, 4 1___ I .,..,._,.,. _, S. i - .i, I 1 ' L ;lf > NET NEW IMPERVIUOS AREA ( , 805 ) P� •am, \iy � � I .f. ,r ;1.,� . - >.r _ 7Iwwrpe+� ., No. Description Date ` " - f � � rj,- ,. 1 6 F , I 4 � il�r -. I.�Iw"e :.` E ss ti\ it �, � rl e.. - Irl.. `� ! i I -� Nay I ♦ w• e i ��, ', I j € ' r 7 y 1 ! ` ,. 90%REVIEW June 272017 C. j 1 its3A, 1 , .... r ,, ( a > 4 ii, .� f ii t` Is ��, .1. \` i § 2 Issue for Bid&Permit July 07 2017 I 1 I 1. t ,. ::F I ! i _. _ - •�� ! ! PARKING SUMMARY ,„ 7 1\ 1 I g i 1 i 1 .y�4 - f ..... '` ` t�'�.: `� �1. I `�. �.• I t l § BLDC-,AREA=40,179 5F l'''-""77r.1 i , _! -,, 1 `` i 1 it r Ir I ,} ( i i .,1 S `_`^ - - ; _ ....._ _.-...-.,...._ _._.....-._.....__ __....-, _ .,. .....__. _._., - I " ♦ I w t ', \ (9A)SHARED € 11 I 7 i if f CODE REQUIRED PARKING SPACES =109 SPACES (2.711000 SF BLDG AREA) — ► r i SPACES v 3,,,,,./.., II1I ,� I �µ ,�_- - !-sr�,; � 1 3 t ACTUAL DEDICATED PARKING SPACES=119 • '45 IIIP .;_ /4111 ' 1 I }ar "• 4 } ^p1 rr Ii•,7.„, , x i i▪ 1 1-1 f1 '1 SNARED PARKING SPACES(50° OF 94)= 47 _.. _ . .. _ t p,117' dam 1, I t -_ `�� 14 i s 1 TOTAL PARKING SPACES=166 a../ ig , w - -`- ti - -- 5# ♦ f 1 , ' I ,..'"'� 11 -”' _ F"...._.:," 1 .,,rr,,,,-r-.+rrr. �. -Th, A:, - . i '; ~'"�k r. I� ' 11• a' '�..7. Z., , t ' i F I `� ` ' A -----....5.5„..\ I _ _.-- - --- § CODE REQUIRED ACCESSIBLE PARKING SPACES=6(6 PER 151-20D SPACES) Ira . Two Mk r r` a I TOTAL ACTUAL ACCESSIBLE PARKING SPACES=7 R E J 1 1 E 24- s_ I t /,1 L l f • L � i I I I i Ii / r° if ; e i I 1 . [---, € ! \ thes. . [7It } ( f , ... / ! { oC t I1 4 2-4 i ,, ---\\- ___________-------___________________. ----____—_ II i f' I 4 ' (.:1447' 1 r �' ` `•1 ♦ f F fir. ~a I -'Y i z i. 151 IN. • 1 1. 1 t i -TRASH f 1 i. i r s-y I, } I .� i.: #-.a ! II _t r^'�'3' `' „,`-?`" r.y�ti♦ -1. 11, t- q ' I L • - _ A x �I, 'r-‘' ` ."-,- ,•' < ' ', '1 FOR REFERENCE ONLY: EXTERIOR WORK WILL — ` _ 1 BE UNDER S E P E RATE PERMIT % —_....__ M _ € y r r `•mss r�i 1 f ` I _ _ ? . •' . . , 1 ' , , 5 i 114101, g , ' p 1 1 .'. S.' 1 4 g 1 i t y 1 1 W { _ r CO a I 4 i I,I1 Date of First Issue: # 1I. Project ! i / 1 No: 16.24752.00 • I N c.n Sheet Title • Er ----- --- _ SITE PLAN 0' 10' 20' 40' 80' 2 a Original drawing is 42 x 30. Do not scale contents of this drawing. O IO Sheet Number 660A050 N ti PROJECT DATA; ,...,„ V ..... . SIV PROPERTY ADDRESS: 6600 SW HAMPTON STREET TIGARD OR 97224 TAX LOT ID:2S101AD03500 ZONING:MUE(MIXED USE EMPLOYMENT) FARMERS PARCEL :202,867 SF © 0 F I ! © co B A PROPERTYY ACCOUNT D NO.:R458034 INSURANCE GOVERNING CODES: '; _ _ _ _ _ EXIT DOOR - - 2014 OSSC(2009 INTERNATIONAL BUILDING CODE WITH OREGON AMMENDMENTS) I DOOR WIDTH: 0 2014 OREGON MECHANICAL SPECIALTY CODE72"1.02= 360 OCCS 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE 1 q4 7 7.0104 OC36 ACTUAL I I 2014 OREGON STRUCTURAL SPECIALY CODE 4 2014 OREGON MECHANICAL SPECIALTY CODE li _ -_. __ 1111 2014 OREGON PLUMBING SPECIALTY CODE '� -' ., - -° — . 2014 OREGON ELECTRICAL SPECIALTY CODE ! I Project 2014 OREGON ELEVATOR SPECIALTY CODE ' --- ' FARMERS H I L LS B O R O I BUILDING OCCUPANCY DATA(CHAPTER 3): ti I, I 0 .., tri 10 01 I . 0E01 ..:-. E.' i , 1.,:::,1,.13' OCCUPANCY GROUP B WITH STORAGE ACCESSORY AREAS. THE TENANT IMPROVEMENT PACKAGE,BEING I i [, .; ,j OFFICE RELOCATION E 0 SUBMITTED UNDER A FUTURE SEPARATE PERMIT WILL BE OCCUPANCY GROUP B :...__„ c I ? -' t11 l -..., - - - 0 - + - - �1 UP �, k r 67' 0 3116 Prepared For MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT: i 100 SF/OCCUPANT BUSINESS(REFER TO 055C TABLE 1004.1.1) DOWN I { 717:01 _ _✓ FARMERS INSURANCE TOTAL OCCUPANTS: SEE LIFE SAFETY PLANS i i I r �`� p\� CR I Fo I.� 15'-6' ;I I LEVEL 1 : B OCCUPANCY-31.650 S.F.:OCC LORD FACTOR 100=317 OCCUPANTS -DO Nom'""" •.� - .. 32'-3" , BASEMENT: B OCCUPANCY-3,934 S.F.:OCC LOAD FACTOR 100=42 OCCUPANTS OPEN -. L •22'-6" ; i i I TIGARD, OR MEZZANINE:B OCCUPANCY-3,570 S.F.:OCC LOAD FACTOR 100=37 OCCUPANTS __. XIT DOOR I 4 -O_ �! I TO BELOW 1 ®`��� F r =-, TOTAL:B OCCUPANCY-39,154 S.F.:OCC LOAD FACTOR 100=394 OCCUPANTS 180 Clap 104 Occ _ , I n n n n I -- I BUILDING CONSTRUCTION DATA(CHAPTER 31: 32"Frov 14"Req'd N ® ! - I I Contract No: 16.24752.00 Nr is� I ��. '�-� t--t r_.., � {'�b d'- r-''--�„ z"=- r I ,� L L.I L J L J _-i y r I t� �_:L 1-I I III TYPE OF CONSTRUCTION IS TYPE VB WITH A EXISTING APPROVED AUTOMATIC SPRINKLER SYSTEM 104 &�, N 'I +3 rn I �� n • I`l n 1 F \ � I t EDGE OF MEZZ , I EDGE=OF Mf= �u II '' BUILDING AREA: I �� \. I 11 l 1-1 I ! _ SLAB co SLAB •Mir : 1 ZONING CLASSIFICATION: GENERAL COMMERCIAL(CITY LIMITS) •23'-0" 1 ! l }TIIINKIIII 1 , I o� I ,: v j ` j EDGE OF LEVEL 1 EDGE_OF LL11 , I ®I I ��i� I J I TABULAR AREA PER OSSC TABLE 503:9,000 S.F. rn SLAB >ro�� . SLAB< ■ ■ , . 13 1y I .,. rte._ I �■■ 69 S9 [ , i '� (506.3}AUTOMATIC SPRINKLER INCREASE.9,000 S.F.X 3=27,000 SF a I stye --. .:--. (506.2)INCREASE DUE TO FRONTAGE: 15,750 z I ■ 41-0" •54'-6" �'sr �I 5 -6 5 6 1 =Ai FA( - CD E,-- _ ALLOWABLE AREA PER STORY: 42,750 S.F. T �: - ° v - 4110 MULTIPLE STORY MULTIPLIER:NOT USED MEZZ CO n 1II &r-fr kJ i r_. Is f co l I _ (V t I h" ,i vi r (� EL. +5—� }. l :..c: TOTAL ALLOWABLE BUILDING AREA:42,750 S.F. 1}, I • I '97 I a L• r-- I I Il 0 M ..`' i-1 I I u : : =I t,� I '.. .. ' _ ,I TOTAL ACTUAL BUILDING AREA SUMMARY: 40,250 S.F. ,n " iMl 1 s I , s� , I Hellmuth, Obata + Kassabaum, Inc. ! OPEN TO BELOW I 1 . LEVEL ONE-32,310rn �_. I > ' LOWER LEVEL!BASEMENT-4,240 5F • I 1 ! 1 c- .fes r I 'i�� � � x �, � U I ! 9530 Jefferson Boulevard I , n, I I ( r _i I I Culver City, CA 90232 USA MEZZANINE LEVEL 3,700 SF • ! -� t +1 310 838 9555 f +1 310 838 9586 O. ALLOWABLE NUMBER OF STORIES:3(2 PER TABLE 503+ 1 FOR FULLY AUTOMATED SPRINKLERS} I >o I i . I B in I()] ) I j � I i ALLOWABLE BUILDING HEIGHT: l I �� ' X I r- r I ' ; j # ! ! All reproduction&intellectual property rights reserved �y ! ' I Imo.; . Ill I 11 ! r ! 2015 P P Y 9 Fil [-Ili 40-0 BASE 20 (SPRINKLERS)=60'-0"BY OSSC 2010 I I r P loc-Th '°• I EXISTING-LIFT — FIS w , - a� In Association with EXISTING BUILDING HEIGHT:18'-0"HIGH,TO TOP OF PARAPET,TVP, EXISTING LIFT r : I .`9"-E4' I Y `✓ • DOWN F 0, SYS KA HENNESY GROUP FIRE RESISTIVE ELEMENTS: ! f E!II :....,,.. isit - -45'-77132 _ f1 ' I (_. r _ l - '' MEP (TABLE 601 )FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: ■il' I II ! 330 N. WABASH AVE. SUTE 1505 DOWN - IA' '1P - UP ' r •79'-6" — — CHICAGO, IL 60611 PRIMARY STRUCTURAL FRAME- ANY MATERIAL PERMITTED BY CODE,NON RATED �� I1 TEL: 312.588.3560 •BEARING WALLS,EXTERIOR-ANY MATERIAL PERMI i IED BY CODE,NON RATED " iI 1.1 =�" �' ? - - I ,` - } 4 WWW.SYSKA-COM BEARING WALLS,INTERIOR-ANY MATERIAL PERMITTED BY CODE,NON RATED ! I p� ilE „---1 t ( I I t 01,1' 1 0 1 S 0 ,°I r NONBEARING WALLS AND PARTITIONS,EXTERIOR-ANY MATERIAL PERMITTED BY CODE,NON RATED I ' -w I I '- I I ! NONBEARING WALLS AND PARTITIONS,INTERIOR-ANY MATERIAL PERMITTED BY CODE,NON RATED . "I. in C I ! �," .-"°': 0 ' 1 o I FLOOR CONSTRUCTION AND SECONDARY MEMBERS-ANY MATERIAL PERMITTED BY CODE,NON RATED I I J ■ k l ' ROOF CONSTRUCTION AND SECONDARY MEMBERS ANY MATERIAL FERMI I i ED BY CODE,NON RATED I L31 ! '-,--J L i I 3 {" *-a `n r .) (TABLE 602)FIRE SEPERATION DISTANCE V v J' I I - [� i r 1 f SEPERATION DISTANCE IS GREATER THAN 30'-0":RESISTANCE RATING FOR EXTERIOR WALL - 01-1R I ❑ ❑ U € fL41 -n , I \f I I ! I I A. Tr • " I Ti104 BUILDING FIRE DETECTION AND SUPPRESSION: i I * " D I I I I I EXIT DOOR A SMOKE DETECTION AND FIRE ALARM SYSTEM IS REQUIRED AND PROVIDED ON THE PROJECT. THE FIRE l t " e'74 DOOR WIDTH 1_.j i I,'_,. jj I ; 1I I 3 ALARM SYSTEM IS DEFERRED SUBMITTAL AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA AND UBC I :I = 1 .... � I 36"I.0 = 2 180 OCCS REQUIREMENTS. I '� i i o) = 104 OCCS ACTUAL EXIT DOOR 1 I —42' 0" I I, _ r I FIRE MARSHAL RTHE BUILDING ELL BE PROTECTED QUIREMENTS.REMENTS. AREAITH A WET PIPE SYSTEM PER NFPA 13,OSSC,OFC,AND CITY OF S SUBJECT TO FREEZING SUCH AS OVERHANGS,CANOPIES ANDiGARD 180 Cap104 Occ . ul�� ' '. j I I_-.. t I v \ 1 I 32' Prov 14 Req'd ' dOpd �, - - 1 UNCONDITIONED SPACES WILL BE PROTECTED WITH A DRY PIPE SYSTEM OR DRY SPRINKLERS. CI L _ . X40' -6 . . •14'-0" -- — . •36' -6" ' Key Plan RECENT PRESSURE AND FLOW TESTING AT LOCAL HYDRANTS INDICATES ADEQUATE PRESSURE FOR THE -- - r _ SYSTEM WITHOUT THE ADDITION OFA FIRE PUMP. 104 - ,� , I [� _�r— —� I �.aiil ' I�u — �n � �lnlc�3l �lci�l I r'' �' � i7MI �I �I fl Ill �I / Y A BACKUP GENERATOR WILL PROVIDE EMERGENCY POWER FOR EMERGENCY EGRESS LIGHTING. [71,-- - ' I' no AtI I / / SEE LIFE SAFETY PLANS FOR LOCATIONS OF PORTABLE FIRE EXTINGUISHERS(FE). I t .. , .„: - ,, ,,m---11, _. 1 or mi' ,1 1,.. 0 Qi PER NEPA 10,TABLE 3-2.1:THIS 15 A LOW HAZARD CONDITION,WITH TYPE 2-A FIRE EXTINGUISHERS. I t �Ir i, mil EACH FIRE EXTINGUISHER CAN COVER 3000 S.F.PER UNIT OF"A". (6000 S.F.) MAXIMUM TRAVEL DISTANCE TO i r VVI IVIAI� ! tiY' 1I■ .■I ' I I ,,4�� ANY FIRE EXTINGUISHER WILL NOT EXCEED 75'-0"- l J I �� bl hI Irl 1d I� k:.f t I `J TEMPORARY FIRE EXTINGUISHERS WILL BE PLACED ON SITE AS SHOWN.FOR THE PURPOSES OF THE CORE , I.0 SII+ I El AND SHELL. FINAL LOCATION FOR ADDITIONAL FIRE EXTINGUISHERS WILL BE DOCUMENTED IN THE J zo FORTHCOMING TENANT IMPROVEMENT SET. 1/1,/1=/ LJ IA 1=111�I�,=. 14 .. -.. ■ bii 141 I BUILDING EXITING:(CHAPTER 10) I 1 IP I - - .._-_ - = -- 6 REFER TO EXITING PLANS ON A010 FOR SQUARE FOOTAGE,OCCUPANT LOAD,AND MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT FOR EACH ROOM PER OSSC TABLE 1004.1.1. EXIT DOOR X DOOR EXIT DOOR Professional Seals TOTAL OCCUPANTS: SEE LIFE SAFETY PLANS 40 DOOR WIDTH EXIT DOOR 104 De OR WIDT 104 DOOR WIDTH - — 36"I.02 = 180 OCCS 36"I.c = 1:. OCCS 36"/.02 = 180 OCCS LEVEL 1 t MEZZANINE:317 OCC+37 OCC= 354 OCCUPANTS TOTAL-2 EXITS REQUIRED,5 PROVIDED = 40 OCCS ACTUAL 180 Cap 40 Occ = 104 ' S ACTUAL =104 OCCS ACTUAL / BASEMENT: 42 OCCUPANTS-1 EXITS REQUIRED,4 PROVIDED 32"Prov 2"Req'd MAXIMUM ALLOWABLE TRAVEL DISTANCE,CLASS B OCCUPANCY,FULLY SPRINKLERED:300 FEET AREAS OF RESCUE ASSISTANCE NOT REQUIRED FORA BUILDING WITH A FULLY AUTOMATIC SPRINKLER MEANS OF EGRESS PLAN - LEVEL 1AO r i SYSTEM PER OSSC 1107.1 IN BUILDINGS FOUR STORIES OR LESS. 1 ! 1 1116"= 1' 0" ENERGY CONSERVATION COMPLIANCE: THIS FACILITY IS COMPLIANT WITH THE STATE OF OREGON ENERGY CODE. ENERGY CODE ANALYSIS METHOD USED SIMPLIFIED TRADE-OFF APPROACH No. Description Date CLIMATE ZONE 4C 1 90%REVIEW June 27 2017 2 Issue for Bid&PermitJuly 07,2017 NOTE: BUILDING ENERGY CODE FORMS TO BE SUBMITTED MTH MEP DESIGN DOCUMENTS. PLUMBING FIXTURES REQUIRED: B OCCUPANCY 39, 152 SF 1200 SF PER OCCUPANT= 198 OCCUPANTS(99M+99W) _._..--.- REQUIRED FIXTURES: _.-..,...... -....._......--._...- _........,..- _ MEN=4 WC WOMEN=4 WC MEN=2 LAV WOMEN=2 LAV DRINKING FOUNTAIN=2 — PROVIDED FIXTURES: PLUMBING FIXTURE REQUIREMENTS OCCUPANCY LOAD TABULATION EGRESS PLAN LEGEND EGRESS PLAN GENERAL NOTES MEN= 6 WC, 3 URINALS UNISEX= 1 WC, 1 LAV -- WOMEt•'= 12 WC1' EXITING OCCUPANCY LOAD CALCULATIONS _.-.__........... _........ - ...... ......_.... .................................. (E) PARTITION TO REMAIN MEN= 5 LAV - — WOMEN= 5 LAV DRINKING FOUNTAIN=4 Use Area Load Factor Occupant Load MEN SHOWER= 1 SHOWER (N)PARTITION.NOT FIRE RATED WOMEN SHOWER= 1 SHOWER ASSEMBLY 8077 15 539 SPECIAL INSPECTIONS I (N)GLASS PARTITION SEE GENERAL STRUCTURAL NOTES OFFICE 19533 100 196 - STRUCTURAL OBSERVATIONS STORAGE 8209 300 28 / ' ' ' ' ' (N)DEMISING WALL ------ SEE GENERAL STRUCTURAL NOTES DEFERRED SUBMITTALS Total Occupant Load: 783 EGRESS PATH OF TRAVEL Seismic restraint&calculations for equipment over 400Ibs Mechanical System Plumbing System Electrical System OFFICE . Fire Sprinkler System .--- .-.-�----....-..-__ ._._ _.. Fire Alarm System REFERENCED EGRESS PLAN NOTES NOTE:documents for deferred submittal items shall be submitted to Architect for review and submittal to the CONFERENCE Building Official.All deferred submittals to bear notation indicating that the documents have been reviewed by the Occupant Load 763 Date of First Issue: Architect and found to be in conformance with the design of the building, 1////// STORAGEProject ACCESSIBILITY NOTES Number of exits provided 6 '' �> --- No: 16.24752.00 'it , Sheet Title Alterations to existing buildings(Section 3411) AREA NOT UNDER SCOPE OF WORK Parking shall be accessible Occupants per exit 128 Building Entrances shall be accessible MEANS OF EGRESS Accessible route shall provide access from site arrival point to all building elements Required exit width (in inches) 36 FEC Toilet rooms shall be accessiblePLAN - LEVE L Drinking fountains shall be accessible ' FIRE EXTINGUISHER CABINET All additional elements added as new to be provided per chapter 11 Maximum height @ thresholds to be 314" E Required stair width (in inches) 44 See sheet A1.01 for re-striping at exist accessible parking stalls NHAZARDOUS MATERIALS: 36" door = 34" clear Original drawing is 42 x 30. Do not scale contents of this drawing. o NO HAZARDOUS MATERIALS IN QUANTITIES EXCEEDING THE EXEMPT AMOUNTS LISTED IN TABLE 307.7(1)AND Automatic sprinklered building: (non sprinklered) Sheet Number 65 307.7(2)WILL BE PRESENT. THERE WILL NOT BE ANY COMPRESSED AIR(CA).NATURAL GAS(NG),CARBON stair width factor = 0.2 (0.3) A052 DIOXIDE(CO2),OR NITROGEN(N2)BEING USED IN THE PROJECT. AT THE TIME OF PERMIT SUBMISSION,THE o FULL MATERIAL INVENTORY WILL BE SUBMITTED TO THE CITY AND THE STATE FOR OSSC AND OAR egress width factor = 0.15 (0.2) N COMPLIANCE REVIEW. 1- ©O O ©O © 03 D 0 B A o — I - - — I — — — — — — 0 I I I ........ _ .. ,,,,,, . , . ... _ _ I I I I I � I I I _ �� � ._. 0 SP,'__ _,_ • _0 .4 _ ___,___ _ . .._ , _ . , _._ _ , _.. . , _ . . ,_._ ______ _i_ .,.____ _ . . . . . __ FARMERS I I I I I I I I INSURANCE I I I I I I I I • I I ----7r1- — — — — _ — 0 — - - - -� — - - - - - — — — — - - - — — Project 0 FARMERS HILLSBORO IE OFFICE RELOCATION O O I 1 1 I I 1 _ Prepared For FARMERS INSURANCE I I � I I I I I TIGARD, OR TContract No: 16.24752.00 I I I I ! I I I (------ I f ! Ell IiirLLI I I I OI I I I 0 1 III' ii N\NN. ± I i I I I I I I I I ONO Hellmuth, Obata + Kassabaum, Inc. ! I I I I 0 9530 Jefferson Boulevard 1 I I Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 I I I I I i All r production& intellectual property rights reserved O _ I I II /I In Association with — — _ • — — _ - - - -Ell _ _ _ _ _ _ _ - _ - - - - - - _ — — (111 Map KA HENNESY GROUP 1 I I I I i II 330 N. WABASH AVE. SUTE 1505 1 I I CHICAGO, IL 60611 TEL: 312.588.3560 WWW.SYSKA.COM 43, I I I <7> I I I I I I I I O I I I I I I I I k I ITT I I I i I I I I Ell - CIIKey Plan . Fr i I I I I I ! f I I .d X I I l i I I I © IHUHIHE' ' I 1 IT C I I 1- f I I i IlL ,, Professional Seals --. 3 0 — ...L__ _ _ ____ -L, L L . .1 II _ I_ - _ - - .. / MATCHLINE SEE: ! 1 A101-B I MATCHLINE SEE: 1 / A101-BI MATCHLINE SEE: 1 A101-B 1111 e �. 1 1 1 I ! E I I I I I \ / I I I o No. Description Date 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 ) DEMOLITION PLAN - LEVEL 1 - AREA A DEMCL! ION PLAN - LEVEL 1 - MEZZANINE -- --�-- _ GENERAL DEMOLITION NOTES REFERENCED DEMOLITION NOTES DEMOLITION LEGEND -- — —� 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE, IF 12. NO EXISTING SMOKE DETECTOR,PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, Q REMOVE EXISTING FINISHES,AND PREPARE FLOOR TO RECEIVE NEW FINISHES.SEE MEP FOR EXISTING CONSTRUCTION PARTITION, DOOR, GLAZING AND FRAMES TO REQUIRED. INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT ADDITIONAL NOTES(TYP) REMAIN ---�-- CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM - 2. PROVIDE ALL LABOR AND MATERIALS/EQUIPMENT AS REQUIRED TO COMPLETE EQUIPMENT, IF NECESSITATED BY NEW CONSTRUCTION,SHALL BE ACCOMPLISHED AS A FIRST PRIORITY _— ��—� — DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED O REMOVE EXISTING HANDRAIL AND STAIRRAIL FOR OTHER THAN IT'S INTENDED PURPOSE. r 3. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM 'L = = EXISTING PARTITION, DOOR, GLAZING AND FRAMES TO BE REMOVED EMANATING FROM DEMOLITION/CONSTRUCTION AREA.KEEP AREA CLEAN. 13. ALL EXISTING FLOOR MOUNTED OUTLETS SHALL BE REMOVED AND CAPPED OFF TO THE NEAREST JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 14. WHERE DIRECTED,CAREFULLY REMOVE ALL EXISTING CEILING TILES WHERE DEMOLITION AND NEW AREA NOT IN CONTRACT CONSTRUCTION OCCUR AND STORE FOR LATER RE-USE. ALL BROKEN, PARTIAL STAINED OR DAMAGED _. 5. AT COMPLETION OF DEMOLITION WORK,THE CONSTRUCTION AREA(S)SHALL BE LEFT IN TILES SHALL BE DISCARDED. "BROOM CLEAN"CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. _.,....-___-__-_.,..,,,..__,�_..,., _._._._._ _._..._.__.._._._-._...._._.___.............._.__._.. 15. REMOVE TO SOURCE ALL PIPES, VENTS,APPLIANCES OR DRAINS NOT BEING RE- USED. 6. DEBRIS REMOVAL SHALL BE PERFORMED USING THE BUILDING FREIGHT ELEVATOR.CONTACT THE BUILDING MGMT OFFICE TO OBTAIN SCHEDULE FOR THE USE OF THE FREIGHT 16. RE-USE OR RELOCATE ALL ABOVE CEILING DUCTWORK, DIFFUSERS, GRILLES, SPRINKLER PIPES OR OTHER ELEVATORS PRIOR TO SUBMITTING BID. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN EQUIPMENT,AS REQUIRED FOR PROPER DISTRIBUTION WITH NEW LAYOUT. - ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. -- 17. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES AND CONDUIT PERTAINING TO DATA/ CEILING DEMOLITION LEGEND - 7. ALL DOORS,FRAMES,HARDWARE, MECHANICAL ITEMS,PLUMBING FIXTURES, LIGHT COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES SERVICE OWNER OR FIXTURES(INCLUDING DOWNLIGHTS&FLUORESCENTS)&SPECIAL EQUIPMENT SHOWN TO TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION Date of First Issue: BE REMOVED,SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND RE-USED AS DELAYS. Project DIRECTED HEREIN, RETURNED TO BUILDING STOCK OR DISPOSED OF AS DIRECTED BY BLDG No: 16.24752.00 MGMT. 18. REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING Sheet Title SURFACE, SUCH AS FASTENERS,OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, . . . . . . . . . . . . . 8. THE ELECTRICAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT& POWER CARPET PAD,FLASH PATCH, CONCRETE FILL, PLYWOOD,ETC. - - - - - - IN THE SPACE DURING CONSTRUCTION. EXISTING APC GRID AND TILE SYSTEM TO REMAIN. DEMOLITION PLAN - 19. CAREFULLY REMOVE ALL EXISTING WALL COVERING AT EXISTING PARTITIONS AND/OR COLUMNS,AS . . LEVEL 1 - AREA A 9. CAREFULLY REMOVE ALL EXISTING LIGHT FIXTURES AND LENSES(WHERE DEMOLITION IS NOTED. NOTED AND RETURN TO BLDG OWNER. j 20. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO j - 10. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES,WIRES INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH AREA OF DEMOLISHED CEILING AND LIGHTS. THERMOSTATS, ETC.TO THEIR SOURCE AS REQUIRED. THE CONTRACT DRAWINGS. Lo / Original drawing is 42 x 30. Do not scale contents of this drawing. g 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE 21. STAIRWAYS AND EXIT PATHS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION. CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, Sheet Number m PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING 22. REMOVE EXISTING SIGNAGE/GRAPHICS AND STORE FOR RE-USE,WHERE APPLICABLE. o ADJACENT FINISH,OR AS NOTED HEREIN. Ai 0 1 _A N r- 010 © Op D 0 B A I ! I I 1 I I _ IF FA' I Er © FARMERS I I I I , = _............., . INSURANCE I I MATCHLINE SEE: 1 A101-A7 I _(-4-.) --- MATCHLINE SEE: - I Project MATCHLINE SEE: - I --- I II I I I FARMERS HILLSBORO 1OFFICE RELOCATION Prepared For o I I I I I FARMERS INSURANCE TIGARD, OR I I l I I II Contract No: 16.24752.00 BX ELEC 0 + PI \\LI I I I I I I I ilk _ _.. _ _ I I I I I co Hellmuth, Obata + Kassabaum, Inc. 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 I I 0 I I I I I I All reproduction&intellectual property rights reserved O 2015 In Association with O SYSKA HENNESY GROUP I I I I I I I MEP 330 N. WABASH AVE. SUTE 1505 CHICAGO, IL 60611 TEL: 312.588.3560 WWW.SYSKA.COM I I I I I I I I I I7 ii I IU u I 11 - --- - _- - _. L ■ - - a - , - 6 Key Plan I I I I J u ,IC � DEMOLITION PLAN - LEVEL 1 - AREA B 11$"= 1'-0" - ,/, / Professional Seals / \ / \4 I /Of 477 l N / ,- No. No. Description Date 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 • GENERAL DEMOLITION NOTES REFERENCED DEMOLITION NOTES DEMOLITION LEGEND 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT 12. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING PRICE, IF REQUIRED. SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS 11W REMOVE EXISTING FINISHES,AND PREPARE FLOOR TO RECEIVE NEW FINISHES. SEE MEP FOR EXISTING CONSTRUCTION PARTITION, DOOR,GLAZING AND FRAMES TO SPEAKERS AND FIRE ALARM EQUIPMENT, IF NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY AND ADDITIONAL NOTES(TYP) REMAIN 2. PROVIDE ALL LABOR AND MATERIALS/EQUIPMENT AS REQUIRED TO COMPLETE PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. PURPOSE. © REMOVE EXISTING HANDRAIL AND STAIRRAIL — - -- 3. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS 13.ALL EXISTING FLOOR MOUNTED OUTLETS SHALL BE REMOVED AND CAPPED OFF TO THE NEAREST JUNCTION BOX.FILL AND LEVEL FLOOR r N FROM EMANATING FROM DEMOLITION!CONSTRUCTION AREA.KEEP AREA CLEAN. TO ACCEPT NEW FLOOR COVERING. cd1 L == EXISTING PARTITION, DOOR,GLAZING AND FRAMES TO BE REMOVED _.._.... 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL,CLARIFY THE 14. WHERE DIRECTED,CAREFULLY REMOVE ALL EXISTING CEILING TILES WHERE DEMOLITION AND NEW CONSTRUCTION OCCUR AND STORE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. FOR LATER RE-USE. ALL BROKEN,PARTIAL STAINED OR DAMAGED TILES SHALL BE DISCARDED. AREA NOT IN CONTRACT 5. AT COMPLETION OF DEMOLITION WORK,THE CONSTRUCTION AREA(S)SHALL BE 15. REMOVE TO SOURCE ALL PIPES,VENTS,APPLIANCES OR DRAINS NOT BEING RE-USED. LEFT IN"BROOM CLEAN"CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 16. RE-USE OR RELOCATE ALL ABOVE CEILING DUCTWORK, DIFFUSERS, GRILLES, SPRINKLER PIPES OR OTHER EQUIPMENT,AS REQUIRED ____.............._._—................_.___._.._..__._...._._._.........__._....... FOR PROPER DISTRIBUTION WITH NEW LAYOUT. 6, DEBRIS REMOVAL SHALL BE PERFORMED USING THE BUILDING FREIGHT --- -- ELEVATOR.CONTACT THE BUILDING MGMT OFFICE TO OBTAIN SCHEDULE FOR THE 17. REMOVAL OF ANY EQUIPMENT,CABLING SWITCHES AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE _..._....__..___.-_.._._._ ._.........._____.............. USE OF THE FREIGHT ELEVATORS PRIOR TO SUBMITTING BID. ALL DEBRIS REMOVAL VERIFIED WITH TELEPHONE COMPANIES SERVICE OWNER OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO —___._..._ _ ___._..._................._______.... SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT PREVENT NEW CONSTRUCTION DELAYS. — REQUIREMENTSANDPROCEDURES. CEILING DEMOLITION LEGEND 18. REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE,SUCH AS FASTENERS, Date of First Issue: 7. ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, OUTLET CORES,COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. Project LIGHT FIXTURES(INCLUDING DOWNLIGHTS&FLUORESCENTS)&SPECIAL EQUIPMENT No: 16.24752.00 SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, 19. CAREFULLY REMOVE ALL EXISTING WALL COVERING AT EXISTING PARTITIONS AND/OR COLUMNS,AS NOTED. SAVED AND RE-USED AS DIRECTED HEREIN, RETURNED TO BUILDING STOCK OR Sheet Title DISPOSED OF AS DIRECTED BY BLDG MGMT. 20. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS.THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. . ' EXISTING APC GRID AND TILE SYSTEM TO REMAIN. DEMOLITION PLAN 8. THE ELECTRICAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT - &POWER IN THE SPACE DURING CONSTRUCTION. 21. STAIRWAYS AND EXIT PATHS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION. . . . . LEVEL 1 - AREA B 9. CAREFULLY REMOVE ALL EXISTING LIGHT FIXTURES AND LENSES(WHERE 22. REMOVE EXISTING SIGNAGE/GRAPHICS AND STORE FOR RE-USE,WHERE APPLICABLE. ,,,, DEMOLITION IS NOTED AND RETURN TO BLDG OWNER. ��// n AREA OF DEMOLISHED CEILING AND LIGHTS. CI_ 10. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS,SWITCHES, co WIRES THERMOSTATS, ETC.TO THEIR SOURCE AS REQUIRED. A Original drawing is 42 x 30. Do not scale contents of this drawing. aI 0 Sheet Number 611. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY ti DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN T N ELEVATOR LOBBY, PUBLIC CORRIDORS,RESTROOMS OR TENANT SPACES. REFINISH A 1 0 1 _ g . TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. R-` 00 0 so 0 ea D 0 B ' A IF- - - - - - - - I— - - - - - - - - \ 0 SI/ I FARMERS 1 I INSURANCE 1 I I 1 1 I I I I I . 0 s " " T ' ' T N JP 1 CR _\_ _0 . 6o 6 6 I 6 6 I I HUDDLE HUDDLE } I EQ EQ 10'-0" TYP 0F2 TYP f TYP TYP Project lr N OPEN OFFICE CONF. N I FARMERS HILLSBORO 201A r - 202 r - - HUDDLE HUDDLE HUDDLE 208 - 0 102 OPEN OFFICE o 001 002 003 10 6 RECEPTION A4a1 ¢ 207 OFFICE RELOCATION :17„,.._-,...__2 N6 ¢ 101 c0 �c'7 i �W_ . r.F _ NN ! I I '~ TYP I - I I 1ozA I Prepared For a 4 o _ 0A3A +IR FARMERS INSURANCE - ..e —1.1. 1111 _ .. I I NI \ ® I I 9 _ OV2 - - __OM 0 7 O p 1 42" I r I 7/ TIGARD, OR -� Q I DESA I o I I I I N Contract No: 16.24752.00 t FEC-1 . . ,'' ; aoto - i i sI // 0E3' I M GR I `;' u_ J I l 15'-6" o I v ! 2'-10 718" z � — I I ■ - - 11' 1" 13' 0" k, $' 10" k 13' 0" k3' 0' 10 J I ! I 101 Mir P SERIES PL-4 POST FEC-1 11. I 0V2 - _ • RAIL CABLE RAIL - ��-0" 3'-7 314°', VVW4 �q 0V3 13'-0" FEC-1 I SYSTEM. TYP k' 1 003-A I ! I I ! Alk I , I i I 004 , r A404 A601 2 n Helimuth, Obata + Kassabaum, Inc. 14 " ¢ �� 1 \ki I ¢ PHONE Q 9530 Jefferson Boulevard OPEN OFFICE ;� L I � _ A404 o v U L ROOM O Culver City, CA 90232 USA I I 147 1. ! ¢ N � 110 I t +1 310 838 9555 f +1 310 838 9586 I o �\ All reproduction &intellectual property rights reserved© 0C3-A 2015 4'-4 314" 5'-101/8" I 14 HUDDLE o In Association with I I I --1 L1 I �\ LOUNGE I 0E3A I o N Lu_ 103 111 u_ SYSKA HENNESY GROUP MEP \ L 10 _� Nv 330 N. WABASH AVE. SUTE 1505 1 . n CHICAGO, IL 60611 10 0A3A— 10 FEC I TYP, TEL: 312.588.3560 I li I o TYp 103!4" DC3-A W1NW.SYSKA.COM TYP. ' I U I I ALIGN ALIGN E3A tiw Iu- - - - - - © - - - - - - - - - - n- °o� - \ \ 0I S70RAGE X04 ) �^ (9E3A I I I ' OPEN OFFICE OPEN OFFICE a 104 LUU- 204 204 004 I A601 A601 7 \¢ ¢ CP 43W co N IDF o s a o W 7--< 14' 105 ( 005 rti n OPEN OFFICE r I I h Q \ I 1 c_7,__ 0 3A v \ 112 I I Key Plan r V nn I ll OFFICE w— LARGE CONE. {I o 109 �' W IJ ¢ a 106 w v A + LARGE CONF. i zt, 107 DE3A 108 CONo- I I I � I N I I I l HUDDLE I am I b 1 : 107 / 14 0 I I TYP -r---9'-117/8" 18' 6' 18'-107/8" Professional Seals UP ( 108 OE3A m OE3A �P' 106 1) ' <--> MOTHERS UNISEX \ �, c, _ o 1 \ / 7 - ® ROOM RESTROOM 1._9" ` v I FEC-1 j } 115 116 I 14 I u 4111.4".""'"1\ 11.11 I FEC-1 E ALIGN FEC-1 TYP o � OE3A � 101!2" \ / co 4 ¢ zco OPYI — — rd ao I 121 4)E3A - MATCH INE SEE: 1 / A201-B f v _ Q 0C3-A A601 w MATCHLINE EE: 1 i A201-B OE3A "'� P—In ___4__ 1 w STORAGE No. Description Date --- r ia 1 A601 0 123 M 90%REVIEW June 27 2017 - ( 112 ) —w 4 w 2 Issue for Bid&Permit July 07,2047 0 0 I I JAN. CLOSET 114 0 I .---, 1® FLOOR PLAN - MEZZANINE LEVEL ,1 FLOOR PLAN - LEVEL 1 - AREA A l 118" = 1.-0" 1/8'' = I-0" REFERENCED CONSTRUCTION PLAN NOTES GENERAL MILLWORK 1 CASEWORK NOTES GENERAL CONSTRUCTION NOTES CONSTRUCTION PLAN LEGEND __.______- 0 WALLS TO BE DEMO, REMOVE AND CAP TO ITS SOURCE ALL PLUMBING, ELECTRICAL MECHANICAL 1. REFER TO NOTES ON SHEET A031 FOR ADDITIONAL CONSTRUCTION GENERAL NOTES. LINES-(TYP.)PREPARE FLOOR,CEILING AND ADJACENT AREA TO RECEIVE NEW FINISHES 1. REFER TO NOTE SHEETS A032&A033 FOR ADDITIONAL CONSTRUCTION GENERAL NOTES. NEW PARTITION 2. REFER TO GENERAL ACCESSIBILITY NOTES&DIAGRAM SHEETS FOR ACCESSIBLE INSTALLATION GUIDELINES. © GC TO PROVIDE NEW GYP BOARD TO ALL PERIMETER WALLS 2. REFER TO GENERAL ACCESSIBILITY NOTES&DIAGRAM SHEETS FOR ACCESSIBLE GUIDELINES. (E)ROOM OR ZONE TO REMAIN, NOT INCLUDED IN THIS SCOPE OF WORK _.-._._.-.__...-------- 3. _ __3. ALL PARTITIONS TO BE TYPE VB,UON. REFER TO PARTITION TYPE SHEET FOR PARTITION DETAILS AND GENERAL © NOT USED. NOTES. ------..__........-.-.------............................__.___ ____-- 3. ALL VENEERED OR LACQUERED MILLWORK SHALL BE FABRICATED TO"AWI"PREMIUM GRADE STANDARDS. (E)PARTITION OR CONSTRUCTION TO REMAIN --..------------------_____-._._. 4 PROVIDE SURFACE MOUNTED MANUAL ROLLUP WINDOW SHADES.POLARTECH ESSENTIAL 3%WHITE/GREY (REFER TO MILLWORK NOTES-SHEET A031).ALL EXPOSED SURFACES INCLUDING DOORS,TOPS AND BASE __....._...___._______..._.......................................................___...__._._....._.__..._.._.._._._._____.--._-._ .__ SUNSHADOW SHADE CLOTH SHALL 4. VERIFY PARTITION LAYOUT WITH HOK PRIOR TO PROCEEDING WITH INSTALLATION OF METAL STUDS, ........................_.._.._._. o BE VENEERED. CASEWORK SHALL BE FULLY VENEERED, UON �__...__.............._._._._..__.._._.._..._._._._._.._..._...__..._._......_._._..._._._.__.._ ______....._................ 4 PROVIDE SURFACE MOUNTED MANUAL ROLLUP WINDOW SHADES. POLARTECH 1% CHARCOAL/GREY 5. REPAIR ALL EXISTING TO REMAIN PARTITIONS, DOORS, FRAMES,ETC.RECEIVING A NEW FINISH- REFER TO SHEET A910 FOR PARTITION TYPES. SUNSHADOW SHADE CLOTH 4. ALL LAMINATE MILLWORK SHALL BE FABRICATED TO"AWI"CUSTOM GRADE STANDARDS. (REFER TO MILLWORK OA3A _ • ___ _ FULL HEIGHT GLASS WALL FRAMED,PROVIDE STRUCTURAL SUPPORT NOTES SHEET A031).ALL EXPOSED SURFACES COLOR FINISHES PER CABINETRY FINISH LEGEND. I NEW GYP BD PARTITION,SLAB TO STRUCTURE ABOVE, 1-HOUR RATED. 6 PREPARE EXISTING STEEL COLUMNS TO RECEIVE NEW FINISH. 6. ALL DIMENSIONS MARKED"CLEAR"OR"CLR"SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL OE3A FINISHES AND SHALL NOT VARY MORE THAN +1-118"WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. '0"UNDERSIDE OF GLULAM TT :^:^:;'^ :: - - - _ __ 5- MILLWORK SUB-CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION I NEW GYP BD PARTITION, SLAB T012 <-7-> EXISTING STAIRS,TO HAVE NEW HANDRAILS STAINLESS STEEL CABLE RAILING.SEE NOTE 14 OF MILLWORK. GC TO CONFIRM FINISHES ON SHOP DRAWINGS FOR HOK'S APPROVAL PRIOR TO FABRICATION. 7. REF. PARTITION DETAIL SHEET FOR TYPICAL CORNER,JOINT, &CONNECTION CONDITIONS. 0C3 _- SUBMIT(4) 12"X12"SAMPLES OF EACH FINISH FOR APPROVAL. A NEW GYP BD PARTITION FROM FLOOR TO UNDERSIDE OF FIN.CEILING <T> CHAIN LINK PARTITION T-0"HEIGHT WITH PIPE SUPPORT 4'-0"O.0 8. VERIFY ALIGNMENTS IN FIELD. IF MISALIGNMENT SHOULD OCCUR,VERIFY OPTION OF FURRING OF EXISTING 9 6. GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY HARDWARE AS REQUIRED BY THE ELEMENTS TO PROVIDE REQUIRED ALIGNMENT. OV3A FLOAT FLOOR TO COVER EXISTING FLOOR STEEL STRAP TO RECEIVE NEW FINISH FLOOR. TYP. ....... ... .._.. - . SPECIFICATIONS OR INTENT OF THE DESIGN. PROVIDE HOK WITH SUBMITTALS OF MILLWORK HARDWARE FOR NEW GYP BD PARTITION FROM FLOOR TO 6"ABOVE FIN. CEILING <7115-> EXISTING CONCRETE COLUMNS TO BE CLEAN,AND SEALED APPROVAL PRIOR TO INSTALLATION. 9. ANY DAMAGE TO ANY EXISTING FIRE PROOFING SHOULD BE REPAIRED WITH COMPARABLE MATERIAL HAVING THE OF2 7. CABINET HARDWARE (REFER TO MILLWORK NOTES SHEET A031) SAME FIRE RESISTIVE RATING REQUIRED BY CODE. I NEW GYP BD FURRING FROM SLAB TO STRUCTURE ABOVE Date of First Issue: 11 PROVIDE STUD METAL BRACKET SUPPORT FOR TV MOUNTED(TYP) A. ALL HINGES SHALL SHALL BE FULLY CONCEALED EURO STYLE 170 DEGREES. HAFELE, BLUM OR EQUAL Project 10. ALL WOOD TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH APPLICABLE BUILDING CODE. No: 16.24752.00 ® CLEAN AND SEAL EXPOSED CONCRETE AREA B. ALL DRAWER GLIDES SHALL BE FULL EXTENSION EXTRA HEAVY DUTY;ACCURIDE, GLIDES TO BE BLACK AT BLACK CASEWORK;SILVER OR WHITE AT WHITE CASEWORK. 11. CONTRACTOR TO VERIFY THE CONDITION OF THE EXISTING FLOOR AND MAKE NECESSARY PROVISIONS PRIOR TO \\\\\ NEW CASEWORK/MILLWORK, COORDINATE WITH POWER&DATA PLAN Sheet Title 13> AREA NEEDS TO BE FURED OUT AND FINISHED MANUFACTURING OF UNDERCUTTING DOORS. LEVEL OR"FLOAT" FLOORS WHERE REQUIRED FOR LEVEL FINISH AND C. ALL PULLS SHALL BE DOUG MACKETT DPI-26D, SATIN CHROME. APPEARANCE; WHERE FURNITURE/MILLED UNITS AND ARCHITECTURAL ELEMENT ALIGNMENTS ARE CRITICAL. it 0 NEW GLAZED OPENING WITH ALUMINUM FRAME AS INDICATED CONSTRUCTION PLAN TOLERANCE SHALL BE NO MORE THAN 1/4"IN 10 FEET. 14 C.R.LAURENCE CO. POST CABLE RAIL SYSTEM P SERIES: D. ALL GROMMETS SHALL BE DOUG MOCKET 2" DIABLACK GROMMETS AT WOOD VENEER OR COLORED - LEVEL 1 AREA A . PRODUCT SPECIFICATIONS: PUSH LOCK FITTING:PL-4 CORROSION RE5ITANCE SERIES 300 12. WHERE OUTLETS/DEVICES ARE INSTALLED DIRECTLY INTO RATED BUILDING CORE WALLS, SEAL/INSULATE PER LAMINATE; CODES TO MAINTAIN RATING INTEGRITY. REF.TO POWER I DATA I COMMUNICATION PLANS FOR LOCATIONS AND STAINLESS STEEL. C NEW FRAMELESS GLAZED OPENING AS INDICATED CRL 3/16"PRE CUT CABLE KITS. WHITE AT WHITE LAMINATE. ALL GROMMETS TO BE FIELD CUT AND VERIFIED BY ARCHITECT BEFORE PARTITION PENETRATION DETAIL SHEET. C.R LAURENCE CO. INC.2503 E VERNON AVE. CA900058 INSTALLATION. NEW DOOR, DOOR IDENTIFIER ASSEMBLY AS INDICATED ON DOOR ¢ PHONE 800-421-6144 FAX:800-587-7501 13. CONTRACTOR TO PROVIDE 1/4"COPPER LINE AT SINK LOCATIONS FOR NEW COFFEE MAKERS AND NEW 101 SCHEDULE rn CRLAURENCE.COM REFRIGERATORS. INSTALLED BELOW COUNTERTOP. Original drawing is 42 x 30. Do not scale contents of this drawing. [6Sheet Number 15 MODERNFOLD ACOUSTI-SEAL PARTITION PAIRED PANELS PARTITION SYTEM MODEL 932F5- DEFERED 14. INSTALL CODE COMPLIANT FIRE DAMPERS IN ALL DUCTS PENETRATING RATED WALLS AND/OR CEILINGS. FIRE EXTINGUISHER CABINET-BUILDING STANDARD MINIMUM; N- STRUCTURAL SUBMITTAL FEC UON, (N)STEEL, SOLID FLUSH PANEL, FULLY RECESSED;BLACK DECAL; o FINISH SELECTIONS(FROM MANUFACTURER SPECS) 15. PROVIDE FLOOR LEVELING COMPOUND AS REQUIRED TO PROVIDE LEVEL FLOOR AT FURNITURE PANEL ATTACHMENT I I ABC MULTI PURPOSE DRY CHEMICAL EXTINGUISHER#3010, 1 OLB, UL RATED 4a- A2 0 i _A TRIM COLOR: SMOKE GREY POINTS, 8Obc HINGE COLOR: SMOKE GREY PANEL FINISH: DRY ERASE WHITE BOARD. _V_ Blit FARMERS INSURANCE Project FARMERS HILLSBORO OFFICE RELOCATION ©{O © GO D CO B A Prepared For H DDLE FARMERS INSURANCE 107 I I 14 I I I I TIGARD, OR TYP -11 718" 18' 6" 18' 14718° -( Contract No: 16.24752.00 ( 11:iI8 OE3A n OE3A IL 106: I I �UP' MOTHERS UNISEX 1 i 1 T_3__ - I I ® . _ . . _ L ROOM RESTROOM 119„ FEC-1 115 I 116 I �' . 10'-O" 10 N / -Y P 0 I FEC-1 I OE3A ALIGN FEC-1 Q \ -a mir 5' 101!2" — — — — — FEC0 OPY. MATCHLINE SEE: 1 A201-A 4;2, '' J 121 OE3A MATCHLI ESE : 1 ' ' A + gT _ .... ... .II . citM 1=Mb 4 Ili. — — —, — — —N — - �� I Q G3-AA601OE3AQ 6-a _ oI ,- . 101 STORAGEo„ W— A601 5 L ¢ 0 123 -M ' 0 �l�l L I1 4� I 4 o I I I `J( -� 0C3-A w — �r F L if , Q I \ JAN. CLOSET M I = EX ELIC RM 114 MDF \ WOMEN'S RR A403 _3 - Hellmutl Obata + Kassabaurn; Inc. � � � a '1;22 ' = r �, 117 OE3A I �; 9530 Jefferson Boulevard M® I I 1 �aR I Culver City, CA 90232 USA _ - t +1 310 838 9555 f +1 310 838 9586 Q A403 � LLI _ A_,-- A V III\ 0 0 ¢ / /���_�__}J a ( 1�14 � 7 HUDDLE I e la ; ,— I Ln 124 _ All reproduction&intellectual property rights reserved Q $R lOPENm 2015 I i � �� V . r � �� I I IOFFICE � ( 119 ) I I `'' In Association with r OC A( 115 ) (114-1 11 } 63518' L1f/ f 2 \ KA HENNESY GROUP e � \ SYS KA I MEP — OE3A M 330 N. WABASH AVE. SUTE 1505 { �° I I o N I 1 CHICAGO, IL 60611 j MIEN S R A403 _1 - h OFFICEo TEL: 312.588.3560 I a � 118 `� VVWW.SYSKA-COM L — - `� 'I 17 z 125 ......0 -- -.--1j., I I 146 I ? n l TYP I _; w 1 I OE3A ALIGN o o ( 1:18 OE3A cc — — HALLWAY — — _ _ _ \ _ _ _ \ 146 r —,-FEC 0 zo Ff-1 FEC-1 A601 I I ALIGN:1 OE3A I I g�� ir- c.,..., 6, -/ 8' 0" ' 20'-47/8" 10.-4 718" / 17'-0" 5 9 118" 6 4' 0A3A ALIGN OA3A OA3A Q �', I -,V 1 r 1 I �\ � r-, .-, o � _ s OFFICE '� � •- ---. 7.1 � ---_ � I � � ,°� �y , � . _ �! I I _ r, 4 130A 3- 61 a Sl1 0 - - 16 140I di i� ( ) oMEN S RR v I L..., I I A962 A601 = CONF. I (\ (\ (\ (\ (\ _ 130 / 1 // 1 �J 139 HALLWA"� WOMEN'S RR A402� m A402 Key Plan Q I I ® 133 OV3 o rn o f-______� 71, MULTI- _ I I I o I I PURPOSE I I .A6- _ r �2 R M cR I A442 M 0V3 ilLj (.. �0 'w OV;3 141A ¢I — 0A3AWOMEN'S n �' V3 Q TRAINING TI LOCKER 030 WQMEN3 o�� f MEN'S � ■ 'S LOCKER N 3 OA3A 138 r r SHOWS Q 1 OA3A _ _ = 144 r HOWER i o I 10G3-A n n OA3A I 134 co OV3 I ` 131 0 0 �o CR 0A3A 135 II v OA3A II 12-- - co _ o — I UL o IlIi1111 Jl "' o IlIIIIIII `I' - CI .R.- A601L TRAINING LAPTOP` 020A LARGE _ c 145 Q CONF. 5'2 24'-5" 8'4" 24'-7114" o �STORB GE �J 138 � Q I ^ 10 MAIL co TOA3A GYM M Professional Seals ROOM — r (NI \ 142 136 `.. � � Li 11' 10 518" ' • • 8 10 �� 10 518" `' CR A601 / \ o TYP ESTIBULE � BULEL / t 144C 1 I I 209 o i� //--���-- i 023 4.1� 4 4 V `' / V `' ! CO mlniu • . PM - _ a ... 4 I 1 I \ 6 kat e 9.. 4".."116 \ fi i It v CrOF u , I I I I I I MULLION I I I / TYP No, Description Date 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 11110FLOOR PLAN - LEVEL 1 - AREA B _-_._.._...,........_.__.___-......................__._._._...__....___._.._....._.._..__..__.______.__._....... 118"= 1'-0" REFERENCED CONSTRUCTION PLAN NOTES GENERAL MILLWORK 1 CASEWORK NOTES GENERAL CONSTRUCTION NOTES CONSTRUCTION PLAN LEGEND - -- Q WALLS TO BE DEMO, REMOVE AND CAP TO ITS SOURCE ALL PLUMBING, ELECTRICAL MECHANICAL 1. REFER TO NOTES ON SHEET A031 FOR ADDITIONAL CONSTRUCTION GENERAL NOTES. LINES. (TYP.)PREPARE FLOOR,CEILING AND ADJACENT AREA TO RECEIVE NEW FINISHES 1. REFER TO NOTE SHEETS A032&A033 FOR ADDITIONAL CONSTRUCTION GENERAL NOTES. NEW PARTITION 2. REFER TO GENERAL ACCESSIBILITY NOTES&DIAGRAM SHEETS FOR ACCESSIBLE INSTALLATION GUIDELINES. e ,e O GC TO PROVIDE NEW GYP BOARD TO ALL PERIMETER WALLS 2. REFER TO GENERAL ACCESSIBILITY NOTES&DIAGRAM SHEETS FOR ACCESSIBLE GUIDELINES. „7:4;,F! ,:,,,,:,, (E)ROOM OR ZONE TO REMAIN, NOT INCLUDED IN THIS SCOPE OF WORK 3. ALL PARTITIONS TO BE TYPE VB UON. REFER TO PARTITION TYPE SHEET FOR PARTITION DETAILS AND GENERAL 3 > NOT USED. 3. ALL VENEERED OR LACQUERED MILLWORK SHALL BE FABRICATED TO"AWI”PREMIUM GRADE STANDARDS. NOTES. (E)PARTITION OR CONSTRUCTION TO REMAIN - -- --- _-- 4 > PROVIDE SURFACE MOUNTED MANUAL ROLLUP WINDOW SHADES. POLARTECH ESSENTIAL 3%WHITE/GREY SHALL(REFER TO MILLWORK NOTES-SHEET A031).ALL EXPOSED SURFACES INCLUDING DOORS,TOPS AND BASE 4. VERIFY PARTITION LAYOUT WITH HOK PRIOR TO PROCEEDING WITH INSTALLATION OF METAL STUDS, SUNSHADOW SHADE CLOTH BE VENEERED. CASEWORK SHALL BE FULLY VENEERED, UON 4 > PROVIDE SURFACE MOUNTED MANUAL ROLLUP WINDOW SHADES.POLARTECH 1% CHARCOAL/GREY 5. REPAIR ALL EXISTING TO REMAIN PARTITIONS, DOORS, FRAMES,ETC.RECEIVING A NEW FINISH. REFER TO SHEET A910 FOR PARTITION TYPES. SUNSHADOW SHADE CLOTH 4. ALL LAMINATE MILLWORK SHALL BE FABRICATED TO"AWI"CUSTOM GRADE STANDARDS.(REFER TO MILLWORK 0A3A <-C> FULL HEIGHT GLASS WALL FRAMED, PROVIDE STRUCTURAL SUPPORT NOTES-SHEET A031).ALL EXPOSED SURFACES COLOR FINISHES PER CABINETRY FINISH LEGEND. -1 NEW GYP BD PARTITION, SLAB TO STRUCTURE ABOVE, 1-HOUR RATED. 6. ALL DIMENSIONS MARKED"CLEAR"OR"CLR"SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL 0E3A _.__.-_ _.............. __.._..._........._...__._.—....._..._._........_. 6 , PREPARE EXISTING STEEL COLUMNS TO RECEIVE NEW FINISH. 5. MILLWORK SUB-CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FINISHES AND SHALL NOT VARY MORE THAN +/-118"WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. I NEW GYP BD PARTITION, SLAB TO 12'-0"UNDERSIDE OF GLULAM OF MILLWORK. GC TO CONFIRM FINISHES ON SHOP DRAWINGS FOR HOK'S APPROVAL PRIOR TO FABRICATION. Q EXISTING STAIRS,TO HAVE NEW HANDRAILS STAINLESS STEEL CABLE RAILING.SEE NOTE 140C3 SUBMIT(4) 12"X12"SAMPLES OF EACH FINISH FOR APPROVAL. 7. REF. PARTITION DETAIL SHEET FOR TYPICAL CORNER,JOINT,&CONNECTION CONDITIONS. A NEW GYP BD PARTITION FROM FLOOR TO UNDERSIDE OF FIN. CEILING - - . ______ <13_> CHAIN LINK PARTITION 7'-0"HEIGHT WITH PIPE SUPPORT 4'-O"O.0 6. GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY HARDWARE AS REQUIRED BY THE 8. VERIFY ALIGNMENTS IN FIELD. IF MISALIGNMENT SHOULD OCCUR,VERIFY OPTION OF FURRING OF EXISTING OV3A 9 FLOAT FLOOR TO COVER EXISTING FLOOR STEEL STRAP TO RECEIVE NEW FINISH FLOOR. TYP. SPECIFICATIONS OR INTENT OF THE DESIGN.PROVIDE HOK WITH SUBMITTALS OF MILLWORK HARDWARE FOR ELEMENTS TO PROVIDE REQUIRED ALIGNMENT. -_= NEW GYP BD PARTITION FROM FLOOR TO 6"ABOVE FIN. CEILING 1 APPROVAL PRIOR TO INSTALLATION. 4F2 10 EXISTING CONCRETE COLUMNS TO BE CLEAN,AND SEALED 9. ANY DAMAGE TO ANY EXISTING FIRE PROOFING SHOULD BE REPAIRED WITH COMPARABLE MATERIAL HAVING THE 7. CABINET HARDWARE: (REFER TO MILLWORK NOTES SHEET A031) SAME FIRE RESISTIVE RATING REQUIRED BY CODE. NEW GYP BD FURRING FROM SLAB TO STRUCTURE ABOVE Date of First Issue: 11 > PROVIDE STUD METAL BRACKET SUPPORT FOR TV MOUNTED(TYP) A. ALL HINGES SHALL SHALL BE FULLY CONCEALED EURO STYLE 170 DEGREES. HAFELE, BLUM OR EQUAL Project 10. ALL WOOD TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH APPLICABLE BUILDING CODE. No: 16.24752.00 ® CLEAN AND SEAL EXPOSED CONCRETE AREA B. ALL DRAWER GLIDES SHALL BE FULL EXTENSION EXTRA HEAVY DUTY;ACCURIDE. NEW CASEWORK/MILLWORK, COORDINATE WITH POWER&DATA PLAN Sheet Title GLIDES TO BE BLACK AT BLACK CASEWORK;SILVER OR WHITE AT WHITE CASEWORK, 11. CONTRACTOR TO VERIFY THE CONDITION OF THE EXISTING FLOOR AND MAKE NECESSARY PROVISIONS PRIOR TO \\\\\ ® AREA NEEDS TO BE FURED OUT AND FINISHED MANUFACTURING OF UNDERCUTTING DOORS. LEVEL OR"FLOAT"FLOORS WHERE REQUIRED FOR LEVEL FINISH AND C. ALL PULLS SHALL BE DOUG MACKETT DPI-26D, SATIN CHROME. APPEARANCE;WHERE FURNITURE 1 MILLED UNITS AND ARCHITECTURAL ELEMENT ALIGNMENTS ARE CRITICAL. n u NEW GLAZED OPENING WITH ALUMINUM FRAME AS INDICATED CONSTRUCTION P LAN TOLERANCE SHALL BE NO MORE THAN 114" IN 10 FEET. 14 C.R. LAURENCE CO.POST CABLE RAIL SYSTEM P SERIES: D. ALL GROMMETS SHALL BE DOUG MOCKET 2"DIA. BLACK GROMMETS AT WOOD VENEER OR COLORED - LEVEL 1 AREA B PRODUCT SPECIFICATIONS: PUSH-LOCK FITTING:PL-4 CORROSION RESITANCE SERIES 300 LAMINATE; 12. WHERE OUTLETS!DEVICES ARE INSTALLED DIRECTLY INTO RATED BUILDING CORE WALLS, SEAL 1 INSULATE PER C NEW FRAMELESS GLAZED OPENING AS INDICATED STAINLESS STEEL. WHITE AT WHITE LAMINATE. ALL GROMMETS TO BE FIELD CUT AND VERIFIED BY ARCHITECT BEFORE CODES TO MAINTAIN RATING INTEGRITY.REF.TO POWER/DATA 1 COMMUNICATION PLANS FOR LOCATIONS AND CRL 3116"PRE CUT CABLE KITS. INSTALLATION. PARTITION PENETRATION DETAIL SHEET. 2 C.R LAURENCE CO. INC. 2503 E VERNON AVE. CA900058 NEW DOOR, DOOR IDENTIFIER ASSEMBLY AS INDICATED ON DOOR 0 PHONE 800-421-6144 FAX:800-587-7501 13. CONTRACTOR TO PROVIDE 114"COPPER LINE AT SINK LOCATIONS FOR NEW COFFEE MAKERS AND NEW 101 SCHEDULE N CRLAURENCE.COM REFRIGERATORS. INSTALLED BELOW COUNTERTOP. Original drawing is 42 x so. Do not scale contents of this drawing. o Sheet Number MODERNFOLD ACOUSTI-SEAL PARTITION PAIRED PANELS PARTITION SYTEM MODEL 932FS. DEFERED 14. INSTALL CODE COMPLIANT FIRE DAMPERS IN ALL DUCTS PENETRATING RATED WALLS AND/OR CEILINGS. FIRE EXTINGUISHER CABINET BUILDING STANDARD MINIMUM; i-. 15 FEC UON, (N)STEEL, SOLID FLUSH PANEL, FULLY RECESSED;BLACK DECAL; L.-- STRUCTURAL SUBMITTAL I II— ABC MULTI-PURPOSE DRY CHEMICAL EXTINGUISHER#3010, 10LB, UL RATED 4aIA2 0 1 g - N FINISH SELECTIONS(FROM MANUFACTURER SPECS) 15. PROVIDE FLOOR LEVELING COMPOUND AS REQUIRED TO PROVIDE LEVEL FLOOR AT FURNITURE PANEL ATTACHMENT co TRIM COLOR:SMOKE GREY POINTS. 80bc ~ HINGE COLOR:SMOKE GREY PANEL FINISH: DRY ERASE WHITE BOARD. as © a{a 0 coo D B A - I I - - - - - - - ---- - - - - - - - - - - - - - - - _ - - - - 0 I I I I Mik 44 I I I "� I I l CR I I su __ ____ __. , Fi` - 7 Y ._ _ __- -.............. - ....... S 0 FARMERS ,,..... 0 _o ..5. ...............a. . . =--- = — FF Jr .��, r - r< fir— * - _ _ FF f ,� 1i: . !. W F f ,� FF i HUDDLE �_�-O HUDDLE I i i.....1.1-____.,` I 201A LJ 202 '. ._..._.-a 1. _.a 1 I I� ' '1 ] I I 1, =■: , : . ... 'CONE,• I I INSURANCE ��..- ._..., H. I )LICI �'� 102 _ _ Df4' . 1r : l rihuI t - 71 -� '1: P CEPTIO N 7 I`" – � a 1 _.� ., NW10 r I 1. 1 ,,, _ s Project _ 7 . . __ i _ Aim. _ 0_ _ _ ,,,_,., • _,,..._. __ . '.. • _ 1 ��i..,_.4.,: ., , , 1 . , - �TYP © FARMERS HILLSBORO _ _ _ _ <-1—> I •l nn i- ,...,.... OFFICE RELOCATION 10 , ; I 11 :I '1 I 1 = - 1 - , r-[ { o, �- 1 =� , ! 1 I I , 1 ,1 I 'I I I I I L..IVA y = Prepared For I I I I I it I I 1 --� 1 ._;.- _ .. .: ,.: - ,..:::' .-.-..-I I , �_ ©nP _ repare 1 I i I P[ : i - I 1, I I IGRI CR CROPEN�FFI�E 1 204 � = 1 ..._ , I� t �� r _ ..., =... r SII = �.F ; � -- - - - -_ff ��, �, G; , - ___ S INSURANCE i_ Aii: FARMER 1 II 0 r< • • ="mm 1 1 : 1 I II _ I ._:: I TIGARD, OR I ITh ■ � ! i1 I I r I �� �i :r • _, i x. _ ::Fi -._ ... it ' A404 3 ,...._ I 1 ri IL __ __. -,-lir �mLL 1 I _ +,-, _ Jr _ --- -- — _ Contract No: 16.24752.00 �— 11 "II FF-_sL a r' �.. 1 - - - - u u 1 I I C - -- - - - P I r". ca II I I I , - - - - -- I T- I f jY�1ry I r J O , 1 I _.f__ l i - I � 1 � , I_ —It— 1 i I I � 7; 1 ' I~ 1 I €I I �, I I k : I 1 I I :I _ �.1., ,=, e • I C :I I I I ' „L IIt- - - - - y, � �� II E _ _ :.:.::: I - - - - - - - - - - - - �� - - - - -� , `� > __ 0 1 I <� Ior .. ��' i _i 1 I 1 I III — 1 , a - _ E ,rasa I ,I I 1 1 N IIIIIMOTAIII • i I � 1 I :I ? ! 1 r ■ I '� / �( _::: :: 1 1 I ,rte I _ -__..._L I I 1 r <'i V. 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I _ r`-� �Ry�1 - y r.., -.- 1 f::1 I1i , 1iI :� :I, J D tL tom_ J�- � �- I I I f T i All reproduction 8 intellectual property rights reserved O [i0 I TYP I I © O 41 O O 2015 rY-I I• I I FF , I € © I INP I n ssociation with • r, r � 0IFF - FF = �_ :I _._ 1 I:1 .. , SYSKA HENNESY GROUP I" 01 i 1 • ;; (..... .Tht _ 330 N_ WABASH AVE. SUTE 1505 l IIIIOI 1 1 l 1 I 1 S ORAG EJ 403 11 I!"< I I a r 1 1 1 I A !— :_....F _ { _ - HICAGO, IL 60611 - O r -_ 0 104 I I r - ' `} I 11 1 I Iq c1 I I I I i 1 I ._�_. I ��1 TEL. 312.588.3560 _.-_-. Mil I (1,C , . ! j- 1 _ �_,�, • - - - - - - - - -7VWIIW.SYSKA.COM 7 I I MI ...•- � � I 1 O 1 I 1 :I I 1 '1 r '- 1 1} ft .r' I I ;I1 =r I , 1F � I iit — - r- .r_ - - - - - - 13 -- 1 3 r - n _.'; ::;;T:: _ o IDF �2 ' iit71.11- _ 1 ==.1 r y ,. 1 I 14 ., I I I I :�-� amu" I 72 , _ 62 i _ _, :: r ..., 4et 1 . ! -1 II ow 41 �,#, 1 I -} C 105 N I I T1� 11 a _ — I sin # ti .: _ ,, , , . 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" ` 1 0 14 � MATCH INE SEE: 1 / A211-B ko 4............../ il 114 ! .' - `' _ - 42 � 1 ....p 121 - 123 - - - - ._..� "" - - - - - �...., I CR I I I I I I I 92 No. Description Date --____ --- / /\) 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 0 POWER & DATA - MEZZANINE LEVEL POWER & DATA PLAN - LEVEL 1 - AREA A 118"= 1'-0" CO 1/8" = l'--0" EQUIPMENT LIST REFERENCED POWER & TELEDATA NOTES GENERAL POWER & DATA NOTES POWER & TELE/DATA LEGEND — --- — --- "" 00 T SHEETS A 1 F ADDITIONAL GENERAL NOTE 15. PROVIDE GF OUTLETS IN ALL PL TURNSTYLES;ALVARADO SU500 i. REFER 0 NOTES ON EES 03 OR 0 5 IOU LIMBED AREAS. 1 , TRENCH ONLY TO POWER WALKER DUCT SYSTEM. UNDER SLAB LOCATION TO BE DETERMINED ON 1 REFRIGERATOR,GC FURNISHEDIINSTALLED; FRIGIDAIRE FGRU19F6QF THE FIELD WALL MOUNTED POWER & TELEDATA - FLOOR MOUNTED -.- .�. 2- FOR MOUNTING HEIGHTS REF. DEVICE ALIGNMENT DIAGRAM ON DOOR SCHEDULE SHEET A900, 16, GENERAL CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR APPROVAL, PLANS INDICATING 2 FREEZER,GC FURNISHED/INSTALLED; FRIGIDAIRE FGFU19F6QF © LOCATION OF ALL ATIONFIRE/LIFE SAFETY DEVICES, INCLUDING STROBE LIGHTS 6 DUPLEX, 18"AFF,LION CARD READER,36"AFF,LION RECESSED DESCRIPTION SURFACE — COORDINATE LOCATION WITH GYM EQUIPMENT, PROVIDE A FLOOR SURFACE RACEWAY SPEC TBD 3. ALL OUTLETS SHOWN ARE NEW, LION PRIOR TO INSTALLATION. CR _...."....._......-..._-.-._....._____._ ..._._... ._.__ 3 DISHWASHER, GC FURNISHED/INSTALLED;GE#GLDT696DSS PROVIDE NEMA 5-20R OUTLETS DO DUPLEX DEDICATED, 18"AFF,LION T 4- GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EQUIPMENT ENVIRONMENTAL&ELECTRICAL 17. PROVIDE CONDUITS TO 6"ABOVE CEILING INTO PLENUM FOR ALL VOICE AND DATA OUTLET DH DOOR HOLD OPEN POWER DUPLEX = "-" 4 MICROWAVE,GC FURNISHED/INSTALLED; FRIGIDAIRE FGM0205K-F WITH TRIM KIT <T> EXISTING WALKER DUCT SYSTEM TO REMAIN AND TO BE UTILIZED REQUIREMENTS. LOCATIONS.VERIFY REQUIRED CONDUIT SIZE WITH DATA CONSULTANT.VOICE AND DATA --- CONTRACTORS/INSTALLERS SHALL COORDINATE, INSTALL AND PULL ALL CABLES REQUIRED GQJ DUPLEX GFI, 18"AFF,UON EXIT SIGN FF POWER FURNITURE FEED FF - 5. FURNITURE LAYOUT INDICATES OCCUPANCY INTENT ONLY AND ARE NOT INTENDED FOR DETERMINING LOCATION OF FOR THIS INSTALLATION,PROVIDE VOICE AND DATA OUTLET WITH 4S BOX AND CONDUIT STUB ___ 5 DISPOSAL, GC FURNISHED/INSTALLED; INSINKERATOR BADGER 5 CONTINOUS FEEDSYSTEM'S POWER&DATA. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. UP, I TELEDATA AUDIO VISUAL, MOUNTING HEIGHT AS _ �> FLOOR MOUNTED RACEWAY FOR POWER AND DATA �J40 INDICATED POWER QUADRAPLEX DIAMETER OF WHICH TO BE VERIFIED BY VENDOR, LION. PULL STRINGS WITH MARKER TABS IGO DUPLEX ISOLATED GROUND, 18"AFF,LION 6 WATER FILTER,GC FURNISHEDIINSTALLED; (FILTERED WATER T0: SINK FAUCET, 6. POWER&DATA PLANS INDICATE CORING INFORMATION FOR REFERENCE ONLY.GC SHALL VERIFY WITH ARCHITECT EACH END. (2V,2D).ALL CABLES PROVIDED SHALL BE RATED TEFLON AND CITY APPROVED. COFFEE MAKER(S), REFRIGERATOR/ICE MAKER);SPEC TELEDATA DUPLEX, 18"AFF, LION COMBINATION DUPLEX POWER,TELEDATA ALL CORING LOCATIONS PRIOR TO DRILLING OF CORES.COORDINATE CORING LOCATIONS W/FURN. INSTALLER, „� I- - 7 INSTA-HOT-COLD,WITH WATER FILTER,GC FURNISHED/INSTALLED; INSINKERATOR ARCHITECT&ELECTRICAL ENGINEER. 18.AT ACOUSTICAL WALLS, MAINTAIN MIN. 1-0"OFFSET DISTANCE BETWEEN OUTLET ON ADJACENT '1' QUADRAPLEX, 18"AFF,UON POKE THRU -- - INVOLVE WAVE HC-WAVE-SS SIDES OF SHARED OFFICE WALLS. PACK BATT SOUND INSULATION AROUND ALL ABOVE FF�36 TELEDATA FURNITURE FEED -- g 7. COORDINATE LOCATION OF ALL OUTLETS WITH FINAL FURNITURE LAYOUTS PROVIDER BY FURNITURE VENDOR. MENTIONED OUTLET BOXES. 648 SPECIAL POWER,MOUNTING HEIGHT AS INDICATED COMBINATION DUPLEX POWER,TELEDATA -A=FF _..__.___ COFFEE MAKER,OWNER FURNISHED/INSTALLED 1 ]36 TELEVISION,MOUNTING HEIGHT AS INDICATED FURN FEED 8. COORDINATE LOCATION OF ALL OUTLETS ON WALLS WITH MILLWORK AND EQUIPMENT.VERIFY LOCATIONS WITH 19. PROVIDE MINIMUM 6"SEPARATION FOR BACK TO BACK OUTLET BOXES, A24 FURNITURE FEED, MOUNTING HEIGHT AS INDICATEDCOMBINATION DUPLEX POWER, 1M 9 ICE MAKER, SCOTSMAN PRODIGY PLUS C0530 ARCHITECT PRIOR TO ROUGHING IN DEVICES. V[]48 VIDEO, MOUNTING HEIGHT AS INDICATED TELEDATA FLUSH MONUMENT LOUNGE FAUCET,GC FURNISHED/INSTALLED;KOHLER K-596 20. MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS,MIN. FROM EDGE OF J 160 JUNCTION SOX, MOUNTING HEIGHT AS ]I 10 9. PROVIDE EXTENSION RINGS AT OUTLETS,SWINDICATED WHITE BOARD LOCATIONS ITCHES, FIXTURES AND OTHER DEVICES ALONG FURRED OUT WALLS, COVER PLATE, FOR WALL MOUNTED OUTLETS,OR FROM EDGE OF MONUMENT FOR COMBINATION QUADRAPLEX POWER, -=A Date of First Issue: AND WHEREVER FABRIC WRAPPEDITACKABLE PANELS OCCUR. REFER TO ELEVATION&FINISH PLANS FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL,COLUMN, OR SIMILAR ELEMENTS, UON. EWB 01 TELEDATA, POKE THRU Ti Project 11 LOUNGE SINK, GC FURNISHED/INSTALLED;CAPE CORY K 5864MB MARKER BOARD i FOR LOCATIONS OF THESE CONDITIONS. COORDINATE RING COLOR WITH INTERIOR FINISHES AND CASEWORK! 4 2i MULTI OUTLET STRIP, MOUNTING HEIGHT AS �� 4-7FF No: 16.24752.00 42L 42EWB ELECTRONIC WHITE BOARD COMBINATION QUADRAPLEX POWER, 12 AV SYSTEMS EQUIPMENT RACK(COORDINATE WITH AV DRAWINGS) MILLWORK. 21. PROJECTION SCREEN SWITCH TO BE COORDINATED WI AV DRAWINGS. INDICATED COORDINATE WITH MFR AV FURNISHED/INSTALLED SWITCH/TOGGLES TO MATCH COLOR OF BLDG STANDARD WALLPLATES TELEDATA, FURNITURE FEED Sheet Title REQUIREMENTS ,1,� M 10. GENERAL CONTRACTOR SHALL SUBMIT FOR ARCHITECT'S APPROVAL,SAMPLES OF ALL SWITCHES, OUTLETS, POWER, GANG SWITCH WITH LIGHT SWITCHES, + COMBINATION QUADRAPLEX POWER, POWER & DATA PLAN 13 PRINTER,OWNER FURNISHED/INSTALLED DATA,VOICE/TELE&ALL OTHER SURFACE MTD. CABLED DEVICES(INCLUDING N.I.C. SUBCONTRACTOR DEVICES). TELEDATA, FLUSH MONUMENT 1T 14 COPIER,OWNER FURNISHED/INSTALLED 22. FLOOR OUTLETS TO BE FLUSH MOUNTED, UON. a 12. ALL COVER PLATES(SWITCHES&OUTLETS)SHALL BE LEVITON, DECORA SERIES,WHITE, UON. CONDUIT STUB UP THROUGH SLAB AV - LEVEL 1 -- AREA A 15 FLAT SCREEN MONITOR(COORDINATE WITH AV DRAWINGS)AV FURNISHED/INSTALLED ISOLATED GROUND OUTLETS TO BE ORANGE COLOR. ALL THERMOSTATS AND OTHER WALL/CEILING MOUNTED 23.ALIGN POWER 1 DATA DEVICES,AND WALL MOUNTED LIGHT FIXTURES AT THE CENTERLINE OF IB0 TELEDATA DUPLEX, 18"AFF, UON ® AUDIO VISUAL CONDUIT STUB UP DEVICES THE TO BE WHITE TO MATCH THE WHITE COVER PLATES. CONTRACTOR TO SUBMIT SAMPLES OF ALL DEVICES FOR WALL SECTION THEY ARE MOUNTED ON, UON. A TELEDATA FURNITURE FEEDFF 2 APPROVAL PRIOR TO INSTALLATION. ® TELEDATA FURNITURE FEED FF 0_ FF 0 TELEDATA CONDUIT STUB UP THROUGH SLAB Original drawing is 42 x 30. Do not scale contents of this drawing. 07 0 Sheet Number Ila ti o A2 1 1 _AN CC) R.: 00 0 GO D GO B A 1► I 1H DDLE I I I I 107 ... � 0 g T) 0 1I I I s � ww Li I % ..,,ii , llJ FARMERS I } i 1I I,,' tom. • FI I N RAN ' ! i ) x I 1 � IOTFEF 1�NIx t _FF , I ( ROOM RESTROOM 3 CE � � � :•.! _ 3 ;-,� _Li ' 115 116 tj""5"411112" 11...:2: - II I 7) MATCHLIf , IIMMI li, NM i 7NE SEE: A21 -A .20 `.� — �� U-. - _ _ MATCHLINE sE: 1 A211-A . . ._ JAN. CLO ET ". 30 _ , - O _ . P'� '� T'Of�AG'E '� -i Project U II i 114 �� 42"� GE ` � l= '`� F j I �FJ = 7 1i 123 _ _ L., K: _ _ _ - -- - _� ` _ FARMERS HILLSBORO I I I I Ic .,4m.:_. m;> L L�: - - T41,2 2 a� a2 �i a2 I - _ _ , _ _ 1 m cR 1 _ 0, q�_1- . ; _ I OFFICE RELOCATION 20 AMP DED .r 4 � I 1 - 1 1 QUAD OUTLE O @92 - - -W 's_RR 0 -:.:::3L 'i ---11'' _ _ _ _ _ ELEC. R M EX - - - - - - - - - - - - - - � r __ III �_ ,_.��� _� Prepared For I I MDF A4o3 I • I I FARMERS INSURANCE I 113 1 V V r---- g � Q I --t. i -- _ _ _ TIGAR R j 92 u: — tibrIk ;y u•9'- M,,- �r L —' !- .,:,. _: HUDDLE L i 1 Contract No: 16.24752.00 MI - ([..1) 1~* . �1 - I 1 I - I I I 124 t- 20 AMP I r, 1v! DED QUAD OUTL•T C 1j )- 1�T - - - - 1 — — - — . @92 AFF CLEC - � Q Il € 1 + !, _ O ._1L_ f 1 411 11 W/0///// IIIIIIIIIIII4 1111111111111116 41111111111111 18 Ei .° I II — - -� ��' I i 3 i t _ F1 i 1 ..111::.:: l TCI j- - G"� I �' I win _� Il 4 ,n ,�� =: ::.: ..._._ - - - ? ` :� I OFFICE0 rir ! 7".<T> N ! I I € F125 - % S 0 gin . 1 I - -- - - -- MK - - - — l�..� ..- - - - - - -_-1_ I r 71 J_U 14 �2W1 l7 - _i , I 1 H. jr--- ...._.._ .,...� :a._.._.�� : .. _ I _ r i......,' .e"_ , err 1 '` - - - _HALLWAY — - - - - - - - - - - - _ - - 146 I . 0f I I = _.. '_-.-I` I I f Hellmuth. Obata + Kassabaum, Inc. O 30 9530 Jefferson Boulevard �., �, Culver City, CA 90232 USA �� '' F I I _ _ t 1 310 838 9555 f 1 310 838 9586 I42Q 42 ; 7+j�.,'/'420,, %F 1/i'..,:.E — — �- I �R; , Q� �, r� �/ �/ �i d--� n ,f M• k,: �1 �L l .,_j 1 Y 19 w a 1 1/------,=:n All reproduction& intellectual property rights reserved 0 € d SLY fl- I;JN,F,.. f V (\ ( N I \ _ A A 2015 MULTI- \ J MEN'S RR In Association with TRAINING r TRAINING 16 PURPOSE 'ii ' mss"}` 139 I \/ . WOMEN'S RR 130 145 144 18 141A OFFICE ° �1 " 0 CR 133 CR SYSKA HENNESY GROUP ..... MEP Ak I ._ --I 17 140 mm_ HALL AY A402 330 N. WABASH AVE. SUTE 1505 "�' i � 13 WOME 'S � � � �� �Lk0��� CHICAGO, IL 60611 ' � i I`l - i - ; _ d I TEL: 312.588.3560 I....._-i -..... L_____ F....•-., s-___. 28 LOCKER . LJ , I _ _.._ ::: _ I L V ' I 134 OMEN'S MEN'i MEN'S LOCKER I W1NW.sYs�,.coM �- J 72 HOWER 131 i I I _ nn ! ' � 72 727 SHOWER i I 1 I 0 l� 0 I• 135 132 II lL �✓ i R O -• CR xi _ L1 1 ITN)-1-1- I I MAIL f .LARG _._.. _ _.�:.1. FT m.... ..1 L� LAPTO` ROOM a CONS - T 0 I I I _. - I1 TORAG 142 ® ' 138 . I . 143B �� �" '� ... ,.-. - ._..-.. _ —_-._ . __ _ ± GYM t _ I ! _, N p—i i o a f f �.. .. s t._._... �:'.' 136 � i l ' CR J � ROOM I II I - 1I ... © I ■1E © f 1p ii._ i - - - I1111 1 1 I I 6 Key Plan CR , f I 1 I I I ` I I J 1J 1 a C POWER & DATA PLAN — LEVEL 1 — AREA B 118° = 1'-0" Professional Seals 1 !Irl 1 N No. Description Date 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 EQUIPMENT LIST REFERENCED POWER & TELEDATA NOTES GENERAL POWER & DATA NOTES POWER & TELE/DATA LEGEND ---- __ 12 AV SYSTEMS EQUIPMENT RACK(COORDINATE WITH AV DRAWINGS) 1. REFER TO NOTES ON SHEETS A031 FOR ADDITIONAL GENERAL NOTES. 15. PROVIDE GFI OUTLETS IN ALL'WET'PLUMBED AREAS. — AV FURNISHED/INSTALLED U TRENCH ONLY TO POWER WALKER DUCT SYSTEM.UNDER SLAB LOCATION TO BE DETERMINED ON WALL MOUNTED POWER & TELEDATA - FLOOR MOUNTED - - 13 PRINTER, OWNER FURNISHED/INSTALLED THE FIELD 2. FOR MOUNTING HEIGHTS REF. DEVICE ALIGNMENT DIAGRAM ON DOOR SCHEDULE SHEET A900. 16. GENERAL CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR APPROVAL, PLANS INDICATING — LOCATION OF ALL FIRE/LIFE SAFETY DEVICES, INCLUDING STROBE LIGHTS " CR CARD READER " RECESSED DESCRIPTION SURFACE 14 COPIER, OWNER FURNISHED/INSTALLED COORDINATE LOCATION WITH GYM EQUIPMENT, PROVIDE A FLOOR SURFACE RACEWAY SPEC TBD 3. ALL OUTLETS SHOWN ARE NEW, UON PRIOR TO INSTALLATION. 0DUPLEX, 1$ AFF, UON , 36AFF, UON .............._._.._-.-._.-....._._....__ ._ PROVIDE NEMA 5-20R OUTLETS - - - - — 15 FLAT SCREEN MONITOR(COORDINATE WITH AV DRAWINGS)AV FURNISHED/INSTALLED 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EQUIPMENT ENVIRONMENTAL&ELECTRICAL 17. PROVIDE CONDUITS TO 6"ABOVE CEILING INTO PLENUM FOR ALL VOICE AND DATA OUTLET Diii DUPLEX DEDICATED, 18"AFF,UON OH DOOR HOLD OPEN POWER DUPLEX _ 3 EXISTING WALKER DUCT SYSTEM TO REMAIN AND TO BE UTILIZED REQUIREMENTS. LOCATIONS.VERIFY REQUIRED CONDUIT SIZE WITH DATA CONSULTANT.VOICE AND DATA 16 METER MACHINE, OWNER FURNISHED/INSTALLED CONTRACTORS/INSTALLERS SHALL COORDINATE, INSTALL AND PULL ALL CABLES REQUIRED G6 DUPLEX GFI, 18"AFF, UON EXIT SIGN 11 FF POWER FURNITURE FEED ILTFF 17 PAPER CUTTER,OWNER FURNISHED/INSTALLED 5, FURNITURE LAYOUT INDICATES OCCUPANCY INTENT ONLY AND ARE NOT INTENDED FOR DETERMINING LOCATION OF FOR THIS INSTALLATION, PROVIDE VOICE AND DATA OUTLET WITH 4S BOX AND CONDUIT STUB- 1-1-1TELEDATA AUDIO VISUAL, MOUNTING HEIGHT AS 4 FLOOR MOUNTED RACEWAY FOR POWER AND DATA SYSTEM'S POWER&DATA. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. UP, AV 4D INDICATED POWER QUADRAPLEX Q � — 18 COPIER,OWNER FURNISHED/INSTALLED DIAMETER OF WHICH TO BE VERIFIED BY VENDOR, UON. PULL STRINGS WITH MARKER TABS 166 DUPLEX ISOLATED GROUND, 18"AFF, UON - ---- .-_-_ 6. POWER&DATA PLANS INDICATE CORING INFORMATION FOR REFERENCE ONLY,GC SHALL VERIFY WITH ARCHITECT EACH END. (2V,2D).ALL CABLES PROVIDED SHALL BE RATED TEFLON AND CITY APPROVED. T TELEDATA DUPLEX, 18"AFF,UON 19 FED EX MACHINE, OWNER FURNISHED/INSTALLED r COMBINATION DUPLEX POWER,TELEDATA =A- - ------- ---- ------------ ALL CORING LOCATIONS PRIOR TO DRILLING OF CORES. COORDINATE CORING LOCATIONS WIFURN. INSTALLER, QUADRAPLEX, 18"AFF, UON POKE THRU ARCHITECT&ELECTRICAL ENGINEER. 18. AT ACOUSTICAL WALLS,MAINTAIN MIN. 1'-0"OFFSET DISTANCE BETWEEN OUTLET ON ADJACENT TELEDATA FURNITURE FEED 20 UNDERCOUNTER REFRIGERATOR,OWNER FURNISHED/GC INSTALLED FF 3fi COMBINATION DUPLEX POWER,TELEDATA SIDES OF SHARED OFFICE WALLS. PACK BATT SOUND INSULATION AROUND ALL ABOVE 648 SPECIAL POWER, MOUNTING HEIGHT AS INDICATED -A-FF 21 MOTHERS ROOM SINK, GC FURNISHED/INSTALLED; 7. COORDINATE LOCATION OF ALL OUTLETS WITH FINAL FURNITURE LAYOUTS PROVIDED BY FURNITURE VENDOR. MENTIONED OUTLET BOXES. N36 TELEVISION,MOUNTING HEIGHT AS INDICATED FURN FEED 22 MOTHERS ROOM FAUCET,GC FURNISHED/INSTALLED; 8. COORDINATE LOCATION OF ALL OUTLETS ON WALLS WITH MILLWORK AND EQUIPMENT.VERIFY LOCATIONS WITH 19. PROVIDE MINIMUM 6"SEPARATION FOR BACK TO BACK OUTLET BOXES. li24 FURNITURE FEED, MOUNTING HEIGHT AS INDICATED COMBINATION DUPLEX POWER, -AIM ARCHITECT PRIOR TO ROUGHING IN DEVICES. M4848 VIDEO, MOUNTING HEIGHT AS INDICATED TELEDATA FLUSH MONUMENT 23 RESTROOM SINK, GC FURNISHED/INSTALLED; li 20. MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF t60 JUNCTION BOX, MOUNTING HEIGHT AS COMBINATION QUADRAPLEX POWER, 9. PROVIDE EXTENSION RINGS AT OUTLETS,SWITCHES,FIXTURES AND OTHER DEVICES ALONG FURRED OUT WALLS, COVER PLATE, FOR WALL MOUNTED OUTLETS,OR FROM EDGE OF MONUMENT FOR INDICATED WHITE BOARD LOCATIONS Date of First Issue: 24 RESTROOM FAUCET,GC FURNISHED/INSTALLED; EWB 01 TELEDATA, POKE THRU ii AND WHEREVER FABRIC WRAPPED/TACKABLE PANELS OCCUR. REFER TO ELEVATION&FINISH PLANS FLOOR MOUNTED OUTLETS,WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, UON. �n ".......... MB MARKER BOARD Project 25 TOILET ACCESSORIES, GC FURNISHEIINSTALLED; FOR LOCATIONS OF THESE CONDITIONS. COORDINATE RING COLOR WITH INTERIOR FINISHES AND CASEWORK 1 12L 42 MULTI OUTLET STRIP,MOUNTING HEIGHT AS EWB ELECTRONIC WHITE BOARD No: 16.24752.00 MILLWORK. 21. PROJECTION SCREEN SWITCH TO BE COORDINATED W/AV DRAWINGS. INDICATED COORDINATE WITH MFR COMBINATION FURNITURERF EX POWER, FF 26 BATHROOM ACCESSORIES,GC FURNISHEDIINSTALLED; SWITCH/TOGGLES TO MATCH COLOR OF BLDG STANDARD WALLPLATES REQUIREMENTSTELEDATA, FEED +NI 4-7 Sheet Title 27 BATHROOM ACCESSORIES,GC FURNISHED/INSTALLED; 10. GENERAL CONTRACTOR SHALL SUBMIT FOR ARCHITECT'S APPROVAL, SAMPLES OF ALL SWITCHES,OUTLETS, POWER, GANG SWITCH WITH LIGHT SWITCHES. - COMBINATION QUADRAPLEX POWER, POWER & DATA PLAN DATA,VOICE/TELE&ALL OTHER SURFACE MTD.CABLED DEVICES(INCLUDING N.I.G. SUBCONTRACTOR DEVICES). TELEDATA, FLUSH MONUMENT 28 REFRIGERATORS, OWNER FURNISHED/INSTALLED; 22. FLOOR OUTLETS TO BE FLUSH MOUNTED, UON. 10CONDUIT STUB UP THROUGH SLAB IN - LEVEL 1 -- AREA B 12. ALL COVER PLATES(SWITCHES&OUTLETS)SHALL BE LEVITON,DECORA SERIES,WHITE, UON. 29 RICOH PRINTER,GC FURNISHED/INSTALLED; ISOLATED GROUND OUTLETS TO BE ORANGE COLOR. ALL THERMOSTATS AND OTHER WALL/CEILING MOUNTED 23. ALIGN POWER I DATA DEVICES,AND WALL MOUNTED LIGHT FIXTURES AT THE CENTERLINE OF E60 TELEDATA DUPLEX, 18"AFF, UON ® AUDIO VISUAL CONDUIT STUB UP WI DEVICES THE 30 DRINKING FOUNTAIN, GC FURNISHED/INSTALLED; ELKAY EDFPB117RAC TO BE WHITE TO MATCH THE WHITE COVER PLATES. CONTRACTOR TO SUBMIT SAMPLES OF ALL DEVICES FOR WALL SECTION THEY ARE MOUNTED ON, UON. 1 TELEDATA FURNITURE FEED OFF TELEDATA FURNITURE FEED rAIFF APPROVAL PRIOR TO INSTALLATION. FF r { ti ® TELEDATA CONDUIT STUB UP THROUGH SLAB IAI Original drawing is 42 x 30. 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ALL CARPET TILE TO BE INSTALLED , UON 1 STYLE: DIFFUSE \ 1 STYLE PIGMENT STYLE:TRADITIONAL 4"STRAIGHT COLOR: ROUTES 75500 COLOR:TAUPE 65761 BASE -_..........._—.-...._--..._.-._.__._.......____-.__.-..--___.._...--_.___- - - 4. PATCH&REPAIR EXISTING TO REMAIN FINISHES AS REQUIRED. INSTALL: ASHLAR SIZE:7"X 48" COLOR: 08 ISICLE ....... __.-.,.....___- ,,•._-.__ _ RUBBER BASE - — 5, REFER TO DETAILS WHERE CARPET TRANSITIONS TO STONE OR CERAMIC TILE FLOORING. ■■I NT LUXURY VINYL TILE RBFR: JOHNSNITEFEATHER OUT FLOOR AS REQUIRED TO SET TOP OF CARPET 1/8"ABOVE ADJACENT FINISH. TILE 11! MFR: SHAW 2 STYLE:TRADITIONAL 4" STRAIGHT•-- STYLE: PIGMENT BASE 6. ALL FLOORING TO BE INSTALLED AS PER THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. COLOR: BONE 65515 COLOR: 58 WINDSOR BLUE -_...- -_...-.._—......_ ___.-.. I , I TO TILE --'------ -----'---- -...�.�._-----.-.__-_.-'--'- .-.-.�. ...__ 7. CONTRACTOR SHALL SUPPLY SEAMING DIAGRAM TO ARCHITECT FOR APPROVAL BEFORE ORDERING AND PRIOR I 1 SIZE:7"X 4$" MFR: ERGON rnri TILE BASE TO INSTALLING MATERIALS. STYLE: ARCHITECT RESINMFR: ERGON LVT LUXURY VINYL TILE 1 COLOR:TOKEY WHITE NATURALE 3 MFR: SHAW STYLE: ARCHITECT RESIN --- -- -- — 8. ALL BROADLOOM CARPET SHALL BE DIRECT GLUE DOWN, UON. SIZE 15"X 31" ' STYLE: PIGMENT COLOR:TOKEY WHITE NATURALS -- INSTALL: STACKED COLOR:GREY 65530 SIZE: COVE BASE 6"X11" 9. CONTRACTOR TO PROVIDE 114"SATIN STAINLESS SCHLUTER STRIP AT ALL TRANSITIONS BETWEEN CERAMIC, GROUT:MAIPEI 107 IRON SIZE:7"X 48" INSTALL: STONE FLOORING AND CARPET. GROUT: MAIPEI 107 IRON Date of First Issue: 10. PROVIDE MERCER TILE/CARPET JOINER AT ALL TRANSITIONS BETWEEN RESILIENT FLOORING AND CARPETING,UON 'Rai RaTL MOSIAC TILE VINYL FLOORING RUBBER FLOOR Project COLOR: MATCH RESILIENT FLOORING, OR BLACK AS MIN. :In 2 MFR: ERGON I ri MFR: TBD No: 16.24752.00 STYLE: ARCHITECT RESIN -I- STYLE:TBD IF41 RUBBER FLOOR Sheet Title 11. FLOOR FINISH TRANSITION TO OCCUR AT CENTERLINE OF DOOR OR CASED OPENING, UNLESS OTHERWISE NOTED, COLOR:TOKEY WHITE NATURALS SERIES: TBDMFR: TO MARKET SIZE: MOSAIC 3"X 3" COLOR:TSD STYLE: RUNWAY BAOSIX ERE F LOO R FINISH PLAN 12. COLOR OF APPLIED BASE SHALL MATCH MILLWORK FINISH, UON. INSTALL: SIZE:TBD COLOR:TM 2915 MENSWEAR GROUT: MAIPEI 107 IRON LEVEL 1 AREA A 13. ALL CARPETED AREAS TO RECEIVE STRAIGHT BASE, UON ALL RESILIENT FLOORING AREAS TO RECEIVE COVE BASE,UON I TL TILE 1 3 MFR: DALTILE 14. FLOOR FINISH TO CONTINUE UNDER COUNTERTOP WITH KNEE SPACE BELOW, UNDER EQUIPMENT AND APPLIANCES STYLE: HAUTE MONDE 2 BACK TO WALL. COLOR:GRANITE co SIZE: 12"X 24" Original drawing is 42 x 30. Do not scale contents or this drawingNI- - C. 15. PROVIDE TWO(2)COATS FLOOR WAX AT ALL VCT FLORS. INSTALL:BRICK 6 GROUT: CUSTOM BUILDING PRODUCTS#60 Sheet Number N. 16. PROVIDE SEALER AT ALL CERAMIC TILE AND STONE FLOORS. A22 i _Ac,N ti ei 0 0 GO D e B , A I I I I I CPT 1 1 I , : ilj ---_ , RB �� l.'- S S i 4� 5 i. 1 4 1- - S St S- 5- 5 L 5: -S f -1 f 15 •1 :4! ;4 r :7 S" •5 y +7 W -t� S r -1` S r -1 i y t 1` t ,4 1' S `ti^ S ,1• -L f .-i -1'� k t .-7. 1 i -S':'- S' t .-i'• S'r ,1 r i f ♦S r r ' ... . rr sr : ♦ r ♦ r ♦ r i - . 5 AR S - 4 rt l 4'.',_- 1 l l 1 1 1 1 i - S ,.-Jt _ ' S. -7-. .�-tr i. -5-r -S S� .5✓ . r .1_ .lr 'S-. '!r _ .•:-. 1. t �L i rl. :�w .S f a_ ♦1 r t .Y.- •t� :5: :L:f :5 -i: .S r �-. h." -5 r :f- .S y :5 .S r S.� :1'r 'S. 1_ :� � _ 5 • , - ♦iL- -5^ f1 f S 'Ss- i'�r 'f iS '4-i '1. V- 5-^ t� • • • • 1.. 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NEW CARPET/FLOOR FINISH AND BASE THROUGHOUT AREA OF WORK AS SCHEDULED,WITHIN OPEN AREAS CARPET LUXURY VINYL TILE WALL BASE AND WITHIN ENCLOSED ROOMS. GENERAL CARPET LUXURY VINYL TILE RUBBER BASE ------ - - - - __ -.._....__ CPT MFR: SHAW \ LVT MFR: SHAW RB MFR: JOHN50NJTE ---- -- -' 3. ALL CARPET TILE TO BE INSTALLED UON 1 STYLE: DIFFUSE \ 1 STYLE: PIGMENT 1 STYLE:TRADITIONAL 4"STRAIGHT 4. PATCH&REPAIR EXISTING TO REMAIN FINISHES AS REQUIRED. COLOR: ROUTES 75500 COLOR,TAUPE 65761 BASE INSTALL: ASHLAR SIZE:7"X48" COLOR:08 ISICLE 5. REFER TO DETAILS WHERE CARPET TRANSITIONS TO STONE OR CERAMIC TILE FLOORING. 1112 RUBBER BASE FEATHER OUT FLOOR AS REQUIRED TO SET TOP OF CARPET 318"ABOVE ADJACENT FINISH. ■■I LVT LUXURY VINYL TILE MFR: :TRADI KITE TILE ��� - MFR: SHAW STYLE:TRADITIONAL 4"STRAIGHT .._"._ _.....__ ��� ` 2 STYLE: PIGMENT BASE 6. ALL FLOORING TO BE INSTALLED AS PER THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. COLOR: BONE 65515 COLOR:58 WINDSOR BLUE -I TILE 7. CONTRACTOR SHALL SUPPLY SEAMING DIAGRAM TO ARCHITECT FOR APPROVAL BEFORE ORDERING AND PRIOR I I 1 MFR: ERGON SIZE:7"X 4$" 1 B TILE TO INSTALLING MATERIALS. STYLE: ARCHITECT RESIN T LVT LUXURY VINYL TILE 1 MFR: ERGONBASE COLOR:TOKEY WHITE NATURALE • 3 MFR; SHAW STYLE: ARCHITECT RESIN 8. ALL BROADLOOM CARPET SHALL BE DIRECT GLUE DOWN, UON. SIZE 15"X 31" STYLE: PIGMENT COLOR:TOKEY WHITE NATURALE INSTALL: STACKED COLOR:GREY 65530 SIZE: COVE BASE 6"X11" 9. CONTRACTOR TO PROVIDE 1/4"SATIN STAINLESS SCHLUTER STRIP AT ALL TRANSITIONS BETWEEN CERAMIC, GROUT:MAIPEI 107 IRON SIZE: X 45" INSTALL: 7 STONE FLOORING AND CARPET. - -� GROUT: MAIPEI 107 IRON Date of First Issue: 10. PROVIDE MERCER TILE/CARPET JOINER AT ALL TRANSITIONS BETWEEN RESILIENT FLOORING AND CARPETING, UON E� TL MOSIAC TILE VINYL FLOORING RUBBER FLOOR Project COLOR: MATCH RESILIENT FLOORING, OR BLACK AS MIN. ■■■: - 1 I VCT No: 16.24752.00 .... 2 MFR: ERGON MFR: TBD RUBBER FLOOR STYLE: ARCHITECT RESIN - -L 1 STYLE:TBD HRBF MFR: TO MARKET Sheet Title 11. FLOOR FINISH TRANSITION TO OCCUR AT CENTERLINE OF DOOR OR CASED OPENING, UNLESS OTHERWISE NOTED. COLOR:TOKEY WHITE NATURALE SERIES: TBD COLLECTION:ATMOSPHERE 12. COLOR OF APPLIED BASE SHALL MATCH MILLWORK FINISH, UON. INSTALZE:MOSAIC 3"X 3" COLOR: STYLE:RRUNWAY BASIX FLOOR FINISH PLAN - GROUT: MAIPEI 107 IRON COLOR:TM 2915 MENSWEAR 13.ALL CARPETED AREAS TO RECEIVE STRAIGHT BASE, UON _ LEVEL 1 AREA B ALL RESILIENT FLOORING AREAS TO RECEIVE COVE BASE, UON I I TL TILE 3 MFR: DALTILE 14. FLOOR FINISH TO CONTINUE UNDER COUNTERTOP WITH KNEE SPACE BELOW, UNDER EQUIPMENT AND APPLIANCES STYLE: HAUTE MONDE BACK TO WALL.a_ I COLOR:GRANITE SIZE: 12"X 24" Original drawing is 42 x 30. Do not scale contents of this drawing. v 15. PROVIDE TWO(2)COATS FLOOR WAX AT ALL VCT FLORS. INSTALL: BRICK o GROUT; CUSTOM BUILDING PRODUCTS#60 Sheet Number 16. PROVIDE SEALER AT ALL CERAMIC TILE AND STONE FLOORS. A2 2 1 . gCi. N tOtO se © ©o 0 03 D O B I A ' — — -I - - - - - I - - - — - - - - 1 I 0 ilyI I - r- r FARMERS ,n A A — • — . • 10 , . . . . . . _ i 0 �`N /1., y __ ,____ y , _ _ INSURANCE P HUDDLE HUDDLE [*1 I 0 I 0 I 0 I 0 I I 4 201A 202 4 n D INT ? P P 1 WC P 1 4 4 4 1I XI) a- IL 3 ■ CONF. Project RECEPTION 102 I I I Q 101 FARMERS HILLSBORO — GF — GF — — I Y e - *.---71._71.. -1 /— — — - - - - - - _-.._.-_m ___ - - f — — — — — — OFFICE RELOCATION 7 BE m m GF I ! I I I I Prepared For — a D FARMERS INSURANCE ) + I TIGARD, OR I I 1 . Zjii,__. CI l I I I I Contract No: 16.24752.00 AllImill Ili IN IlL I I JL I I I I l I ' A. 0 R Iili ® I S� I I — I I ® +_) CT I©Li PHONE 2 0 ROOM 110 I ! I 0 I I I 4 \ I I OPEN OFFICE '� f . Heflmuth, Obata ± Kassabaum, Inc. PT 9530 Jefferson Boulevard 147 4 Culver City, CA 90232 USA I J t +1 310 838 9555 f +1 310 838 9586 OPEN OFFICE I I I 2T I �� I f HUDDLE 1 111 204 L_ JL _I All reproduction & intellectual property rights reserved 2015 t- In Association with ,,,, LOUNGE 1 �, ENI I I 103 I E I _ GF YSKA HENNESY GROUP 1WS 1 I MEP 330 N. WABASH AVE. SUTE 1505 - - - - - - - - — - - - - - - - - - - - CO CHICAGO, IL 60611 TEL: 312.588.3560 I I �TORAGE - I I I WWW.SYSKA.COM II --- 104 I I S3 I I 'G I I IDF F7 105 O J n J 112 i OPEN OFFICE I I I l I OFFICE, f\ I � ; los " P I GF IJ I 4 I I I I Key Plan 1 EN A _I L I f I HUDDL I I I I _ 107 LARGE CONF. LARGE CON , 108 los D ,pdGF1I I l \ / r - r' i t 0 I ' I I I GF I I I Professional Seals I ws_ .,AN. CLOSET m 0 1 1 — --- \ 1 I 114 4 \. .A ------111___ iZ .1_1 I I 4 1 - = OTMER'SL — — — — .0 WU( - . , . IMP — COPY I— 1 MATCHLINE SEE: 1 A231-B II? ROOM 3 I ESTROON 121 MATCHLINE 5E=: 1 A231-B \ 115 116 STORAGE C HP / \ 123 I I I I I I _ 1 I I I KH < 1 > No. Description Date 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 • ® WALL FINISH PLAN - MEZZANINE LEVEL WALL FINISH PLAN -- LEVEL 1 - AREA A 1/8"= 1'-0" 1/8"= 1-0" - - _ __-_ __...- _. • REFERENCED FINISH WALL NOTES GENERAL WALL FINISH NOTES FINISH LEGEND : WALLS & CABINETRY PAINT MILLWORK FINISHES TILE Q CONTRACTOR TO PROVIDE LEVEL FIVE FINISH 1. REFER TO NOTE SHEETS A031 FOR ADDITIONAL FINISH GENERAL NOTES. WALL COVERING•DIRECT GLUE SPECIALTY FINISH GENERAL PAINT COLOR(WHITE) DIRECT GLUE WALL COVERING PLAM UPPER CABINETS TL WALL TILE - --- 2 AREA OF WORK OPEN OARER AS AND IWITHIN ENDE NEW CLOSED ROOMS.NT,WALL AND BASE AS SCHEDULED THROUGHOUT P MFR: SHERWIN WILLIAMS INC MFR: KOROSEAL PL MFR: FORMICA 1 MFR: INTERCERAMIC ti WRITEABLE SURFACE MFR: KOROSEAL © EXISTING COLUMNS TO BE PRIMED AND PAINTED P-1 SEMIGLOSS ENAMEL. FINISH: EGGSHELL STYLE:SPIROGRAPHICS COLOR:BRITS WHITE STYLE:GLAZED CERAMIC STYLE:WALLTAKERS-EZ RITE COLOR:PURE WHITE 7005 COLOR: IRON 1124-95 FINISH:GLOSS WALL TILE COLLECTION GROUP 2 - 3. PATCH& REPAIR EXISTING TO REMAIN FINISHES AS REQUIRED FINISH:WHITE _ 3 PROVIDE SCHULTER TRIM PIECE PLAM BASE CABINETS COLOR: BLUEBONNET BOLD TONES ACCENT PAINT(LIGHT GREY) PL SIZE:2 118"X81/2" — MIRROR 4. ALL WALLS SHALL BE P-1 EGGSHELL FINISH, UON. rj MFR: FORMICA MR MFR: SHERWIN WILLIAMS 2 INSTALL: BRICK (VERTICAL) MFR:TBD WINDOW TREATMENTS ) FINISH: EGGSHELL COLOR:MARINE BLUE GROUT:MAPEI 77 FROST 5. ALL DRYWALL CEILINGS,SOFFITS AND FASCIAS SHALL BE PAINTED P-1 FLAT FINISH, UON. 1 STYLE:TBD COLOR:ARGOS 7065 WINDOW SHADES FINISH: MATTE REF.CEILING PLAN FOR LOCATION SPECIFICS. WS NOTE: FLOOR-CEILING MIRROR MFR: MECHOSHADE 1 PLAM BASE CABINETS rni MOSIAC TILEGENERAL PAINT COLOR DARK GREY STYLE:MANUAL SHADE PL 6. DRYWALL WALL FINISH SPECIFICATIONS: P ( } COLOR:TBD3MFR: FORMICA MFR: ERGON --- - - •••- - A. ALL WALLS SHALL BE PRIMED WITH ONE COAT USG DRYWALL PRIMER FIRST 3 MFR: SHERWIN WILLAMS --- COLOR: BRITE WHITE STYLE: ARCHITECT RESIN - - -B. ALL WALLS SHALL RECEIVE ONE COAT PRIMER PAINT FINISH:EGGSHELL FINISH: MATTE COLOR:TOKEY WHITE NATURALS - - - -- -- -- - - - --- --- - -_C. ALL WALLS SHALL RECEIVE TWO COATS FINISH PAINT PER SPECIFICATION COLOR: MORNING FOG 6255 SPECIALTY GRAPHIC SIZE:MOSAIC 3"X 3" - -- PL RECEPTION DESK INSTALL: MFR: BY OTHERS — MFR: FORMICA 7. AT ALL ACCENT WALLS PROVIDE LEVEL 5 WALL FINISH DETAIL FOR PAINT. ACCENT PAINT(LIGHT BLUE) SG 4 GROUT:MAIPEI 107 IRON P 3 COLOR:TBD — COLOR:CITADEL 4 MFR: SHERWIN WILLIAMS LOCATION:OPEN OFFICE 112 FINISH: MATTE 8. PROVIDE& INSTALL WALL COVERING AS INDICATED ON PLANS. FINISH: EGGSHELL TL LOUNGE BACKSPLASH TILE — --- ------ WALL COVERING TO BE APPLIED BY DIRECT GLUE AND SHALL BE BACKED FOR WALL APPLICATION. COLOR: RYTHMIC BLUE 6806 MFR: BY OTHERS ss' SOLID SURFACE COUNTER TOP 3MFR: EMSER WALLS SHALL BE SANDED SMOOTH&PRIMED TO RECEIVE WALL COVERING. SG COLOR:TBD 1 MFR: PENTAL QUARTZ STYLE: LUCENTE Date of First Issue: `p ACCENT PAINT(BLUE) 2 LOCATION:OPEN OFFICE 112 STYLE' COLOR:AZULS ROYAL Project 9. PROVIDE& INSTALL FABRIC WRAPPED PANELS AS INDICATED ON PLANS. 5 MFR: SHERWIN WILLIAMS COLOR: PERAL WHITE POLISHEDSIZE:3"X 6" No: 16.24752.00 FABRIC WRAPPED PANELS SHALL BE INSTALLED USING STRETCH WALL SYSTEM. FINISH: EGGSHELL SUBMIT FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING. COLOR: LEISURE BLUE 6515 SG INSTALL: BRICK(HORIZONTAL MFR: BY OTHERS SS SOLID SURFACE COUNTER TOP Sheet Title 3 COLOR:TBD 2 MFR:WILSONART GROUT: MAIPEI 00 WHITE 10. DOORS SCHEDULED TO WALLNUT SPLIT VENEER TO MATCH ARCHITECT SUPLIED CONTROL SAMPLE pH ACCENT PAINT(WHITE) LOCATION:OPEN OFFICE 120 STYLE:QUARTZ WALL FINISH P LAN — TYP. UON. PROVIDE SAMPLES FOR APPROVAL OF EACH FINISH AS PART OF SUBMITTALS. MFR:SHERWIN WILLIAMS MFR: BY OTHERS COLOR: LORRAINE TL WALL TILE SG 4 MFR: ERGON FINISH:EGGSHELL 4 COLOR:TBD gyp WOOD VENEER STYLE: ARCHITECT RESIN LEVEL 1 - AREA A COLOR: HIGH REFLECTIVE WHITE LOCATION:OPEN OFFICE 147 MFR; COLOR:TOKEY WHITE NATURALS SG MFR: BY OTHERS l STYLE:WALNUT SIZE:MOSAIC 15"X 31" 5 COLOORON:OPEN OFFICE 147 COLOR:TO MATCH GUNLOCK FUNRITURE INSTALL:BRICK(HORIZONTAL) SAMPLE LIGHT WALNUT 601 GROUT:MAIPEI 107 IRON CO Original drawing is 42 x 30- Do not scale contents of this drawing. in c 5G MFR: BY OTHERS GLASS MFR:3M Sheet Number r- 6 COLOR:TBD 1F STYLE: FASARA-ARPA O LOCATION:OPEN OFFICE 147 COLOR:WHITE iN2 3 -01 ..A N co NOTE:SEE DETAIL X1XXX FOR EXTENTS 00 GO 02 D 0 B A LARGE CONF. LARGE CONF. iir P.---„. I I I I 1 108 109 I I I GF .IIIIIIh' GF ! ti 1 I 1I I II I � � o � h I I ( FARMERS , . ... GF INSURANCE . AN. CLOSET �SG 1 1 \_ MATCHLINE SEE: 1 A231-A - — 1 7'14 1 4 1 MATCHLINE SEE: I A31-A — — — — — — LTfFER - ,„1„--,.'MI= i ...�— .1J1169U go — — — — — COPY "` Project 3 TROO ROOM C� 116 :ii3 1 121 SG FARMERS HILLSBORO ! I I 115 ] scf I C — STORAGE I I M 2 OFFICE RELOCATION 'E,*rnii ::iMakitlif.40,14410Z. - X SLE ` RM, Q MDF ( ,__:— W� OMEN'S RR P TL Q i Prepared For .. 13 I 117 6 ' I I I FARMERS INSURANCE TL V V V ; moi o K: + HUDDLE /' 124 TIGARD, OR Ea OPEN OFFICE = _ GF � El 1 Contract No: 16.24752.00 I I © 120 0, I I 7-1.') _ _, , __ _ _ - TL 1 :,.,.. ....„,..„,„„„:„,,,,,,,,. EEC 4 ( \ I „, ' 119 ` ` /AEN'S RR TL II •I$ I I , I 1 13— OFFICE TF1 1 ri. e0 1111 4 EGF 125 _ I II n I I - - - - - - - - - - - — — — — — ; 0 HALLWAY 146 I I GF GF I I I Hellmutl , Obata + Kassabaum, Inc. 1 1 9530 Jefferson Boulevard P P — a _ Culver City, CA 90232 USA 3i,,u_,)L__t___ MULTI- "N t 1—°-101 °0116 -, t +1 310 838 9555 f +1 310 838 9586 ,_____IJ �QPURPOSE _ I �I �l I \ TL t ' \c3) 1 IL ^ ^ /� ^ All reproduction& intellectual property rights reserved f 141 A P P 4 r \ r \ l \I I \ _ �ea A A ` 2015 / I I OFFICE 4 2 CON g In Association with Li 140 139 RH WOMEN'S RR MEN'S RR v(1\2 TL 133 6_ TL 130 SYSKA HENNESY GROUP i I I 11 I 1 � , , 1 MEP TRAINING TRAINING 11+ ] ' ' i 10 $ 330 N. WABASH AVE- SUTE 1505 145 144 \ / _ CHICAGO, IL. 60611 WOMEN'S OMEN'S W~ I I `J MEN' P TEL: .SYS 8.3560 P MEN'S LOCK�4� VWV�N.SYSKA.COM © nnr 3 H — r ALLWAY LOCKER SHOWER -1 TL SHOW 131 1 I I I 134 P 135 2 I= 2 132 P I LJIIL 137 n © 6 • I i- GF I. I .I._f_TT_l_i _I I r .I...I I_I__I_lTI .. LAPTO MAIL LARGE 1 I— = PTMR f ROOM CONF. 1 I I SITOR143B GE 142 138 I 5 I I CSC _ ROOM GYM 143A L iiii. ESTI BULE 136 ` i I I I I 209 ! ,—iir 6 Key Plan 4. ' ' 7 V • ._.----2 1111* I I I I I J v/# / i---� WALL FINISH PLAN - LEVEL 1 - AREA B 1 118”= 1'-0" ..._...L... Professional Seals l I kot, Abar.„..., c.: \ , .....,...., ...." ______ _- No. Description Date 1 90%REVIEW June 27 2017 2 Issue For Bid&Permit July 07,2017 REFERENCED FINISH L NOTES GENERAL WALL FINISH NOTES FINISH LEGEND : WALLS & CABINETRY - -- - - ---_- Q CONTRACTOR TO PROVIDE LEVEL FIVE FINISH 1. REFER TO NOTE SHEETS A031 FOR ADDITIONAL FINISH GENERAL NOTES. PAINT WALL COVERING-DIRECT GLUE MILLWORK FINISHES TILE SPECIALTY FINISH 2, GENERAL CONTRACTOR TO PROVIDE NEW PAINT,WALL FINISH AND BASE AS SCHEDULED THROUGHOUT p GENERAL PAINT COLOR(WHITE) WC DIRECT GLUE WALL COVERING PL PLAM UPPER CABINETS TL WALL TILE wr WRITEABLE SURFACE AREA OF WORK OPEN AREAS AND WITHIN ENCLOSED ROOMS. 1 MFR: SHERWIN WILLIAMS MFR: KOROSEAL MFR: FORMICA 1 MFR: INTERCERAMIC 1 MFR: KOROSEAL <7> EXISTING COLUMNS TO BE PRIMED AND PAINTED P-1 SEMIGLOSS ENAMEL. FINISH: EGGSHELL — STYLE: SPIROGRAPHICS COLOR: BRITE WHITE STYLE: GLAZED CERAMIC 3. PATCH&REPAIR EXISTING TO REMAIN FINISHES AS REQUIRED COLOR: PURE WHITE 7005 COLOR: IRON 1124-95 FINISH: GLOSS WALL TILE COLLECTION GROUP 2 STYLE:WALLTAKERS EZ RITE -- FINISH :WHITE Q PROVIDE SCHULTER TRIM PIECE PLAM BASE CABINETS COLOR:BLUEBONNET BOLD TONES 4. ALL WALLS SHALL BEP 1 EGGSHELL FINISH, UON. P ACCENT PAINT(LIGHT GREY) PL SIZE:2118"X 8 1/2" MIRROR MFR: SHERWIN WILLIAMS MFR: FORMICA FMI WINDOW TREATMENTS 2 COLOR: MARINE BLUE INSTALL:BRICK (VERTICAL) MFR: TBD -......-•-------._._-.-.----_-.---._-..__._.._._................._._.._._.__.._._._.__._._._...._....... ,___.__....,........_. 5. ALL DRYWALL CEILINGS, SOFFITS AND FASCIAS SHALL BE PAINTED P-1 FLAT FINISH, UON. FINISH: EGGSHELL GROUT:MAPEI 77 FROST 1 STYLE:TBD COLOR:ARGOS 7065 WINDOW SHADES FINISH: MATTE REF.CEILING PLAN FOR LOCATION SPECIFICS. ri MFR: MECHOSHADE NOTE:FLOOR CEILING MIRROR--- PLAM BASE CABINETS TL MOSIAC TILE 6. DRYWALL WALL FINISH SPECIFICATIONS: GENERAL PAINT COLOR(DARK GREY) STYLE: MANUAL SHADE PL H — MFR: FORMICA 2 MFR: ERGON A. ALL WALLS SHALL BE PRIMED WITH ONE COAT USG DRYWALL PRIMER FIRST 3 MFR: SHERWIN WILLAMS COLOR:TBD 3 COLOR: BRITE WHITE STYLE: ARCHITECT RESIN ----•-- -- _._._..__._._.._._.___...._.._...._.. B. ALL WALLS SHALL RECEIVE ONE COAT PRIMER PAINT FINISH: EGGSHELL FINISH:MATTE COLOR:TOKEY WHITE NATURALS C. ALL WALLS SHALL RECEIVE TWO COATS FINISH PAINT PER SPECIFICATION COLOR: MORNING FOG 6255 SPECIALTY GRAPHIC SIZE: MOSAIC 3"X 3" PL RECEPTION DESK INSTALL: MFR: BY OTHERS MFR: FORMICA 7. AT ALL ACCENT WALLS PROVIDE LEVEL 5 WALL FINISH DETAIL FOR PAINT. 111 4 GROUT:MAIPEI 107 IRON ACCENT PAINT(LIGHT BLUE) COLOR:TBD COLOR:CITADEL 8. PROVIDE&INSTALL WALL COVERING AS INDICATED ON PLANS. Tin MFR: SHERWIN WILLIAMS LOCATION: OPEN OFFICE 112 FINISH: MATTE WALL COVERING TO BE APPLIED BY DIRECT GLUE AND SHALL BE BACKED FOR WALL APPLICATION. FINISH:EGGSHELL TL LOUNGE BACKSPLASH TILE COLOR: RYTHMIC BLUE 6806 MFR: BY OTHERS S5 SOLID SURFACE COUNTER TOP 3 MFR: EMSER WALLS SHALL BE SANDED SMOOTH&PRIMED TO RECEIVE WALL COVERING. SG MFR: PENTAL QUARTZ Date of First Issue: 2 COLOR:TBD 1 STYLE: LUCENTE P ACCENT PAINT(BLUE) STYLE: Project -- LOCATION:OPEN OFFICE 112 COLOR:AZULS ROYAL 9. PROVIDE&INSTALL FABRIC WRAPPED PANELS AS INDICATED ON PLANS. 5 MFR: SHERWIN WILLIAMS COLOR: FERAL WHITE POLISHED No: 16.24752.00 FABRIC WRAPPED PANELS SHALL BE INSTALLED USING STRETCH WALL SYSTEM. FINISH:EGGSHELL SIZE:3"X 6" SUBMIT FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING. COLOR: LEISURE BLUE 6515 SG MFR: BY OTHERS SS SOLID SURFACE COUNTER TOP INSTALL: BRICK(HORIZONTAL) Sheet Title 2 COLOR:TBD 2 MFR:WILSONART GROUT: MAIPEI 00 WHITE 10. DOORS SCHEDULED TO WALLNUT SPLIT VENEER TO MATCH ARCHITECT SUPLIED CONTROL SAMPLEACCENT PAINT(WHITE) LOCATION:OPEN OFFICE 120 STYLE: QUARTZ WALL FINISH P LAN - TYP. UON. PROVIDE SAMPLES FOR APPROVAL OF EACH FINISH AS PART OF SUBMITTALS. ril MFR: SHERWIN WILLIAMS MFR: BY OTHERS COLOR:LORRAINE TL WALL TILE FINISH: EGGSHELL COLOR:TBDH MFR: ERGON LEVEL 1 - AREA B COLOR:HIGH REFLECTIVE WHITE 171 LOCATION:OPEN OFFICE 147 ri, WOOD VENEER STYLE: ARCHITECT RESIN MFR: COLOR:TOKEY WHITE NATURALS MFR: BY OTHERS STYLE:WALNUT SIZE: MOSAIC 15"X 31" SG COLOR:TBD COLOR:TO MATCH GUNLOCK FUNRITURE INSTALL: BRICK(HORIZONTAL) o_ 5 LOCATION: OPEN OFFICE 147 SAMPLE LIGHT WALNUT 601 GROUT:MAIPEI 107 IRON I,- Original drawing is 42 x 30. Do not scale contents of this drawing- La d GLASS io 171 MFR: BY OTHERS MFR:3M Sheet Number r- COLOR:TBD GF Z; 6 LOCATION:OPEN OFFICE 147 1 STYLE: FASARA ARPA A23 i _ N COLOR:WHITE cin NOTE:SEE DETAIL MOO(FOR EXTENTS ti 00 0 Q'Ø 0 03 D 0 BA — -0-- -- - - .Th - 0 0 i Fa - s7) A — --1— - .-r 1 i ilk 12 ill FARMERS HUDDLE HUDDLE HUDDLE k3 11- [10 ilf)] _[ ] . 1_-_-_-_._, WI II=ON MI! nil !Mt! in Li 1 J HUDDLE mi ' HUDDLE 001 ( n 002 n n 003 i 1 n L _ I I al, ---,,-----.,...; 0— -- ni INSURANCE 201A 202 1 J AN • M M M Vir 0 ,. 111 1=1 jr.----- imir um .1- LJ LJ L_I LJ LJ LJ [03 CP L j [C] ,-----_______"• mi P q P ..4 MIMI , I if !.! RECEPTION i ii ra i i irr:ii irf 31, .-- • 0:, op onms. IMMEI ! -I Iji 1;1=r ii=gi. 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' 111 —1 I I _I LI iill M "IC I) 9530 Jefferson Boulevard ) --1 C L , [0 i _1 -11117-11-+-1 I- :: I -11j---1 Ek 0 . r —L 4 r _.„ =. , a . -±=--) . 0 ___. ) __I t .--- . . ED i I - - ID 4 — 4E1 Jj 1 OIL -1- b 1 UI- - TORAGE Im NI iiii iiii IR i LOUNGE ALL SQUARE TABLES ARE 42"X42" IN PLAN I I 103 a a a lo a La , ED TO:OroF T1 AB1LES AARE+31"A.F.F BOTTOM OF TABLE SURFACE 28"A.F.F AND HAVE A KNEE CLEARENCE OF 27" HIGH X 30"WIDE X 19" DEEP MI r177 - (-ill i1 i) 7 r [t till ED H ,, i 0 _ -,, in Ii 11-1] I CI Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 All reproduction&intellectual property rights reserved CD 2015 In Association with SYSKA HENNESY GROUP MEP 330 N. WABASH AVE. SUTE 1505 CHICAGO, IL 6061 1 TEL: 312.588.3560 —L 111.11m."1 —1 1.7 z,_. I , _, _..,., , . , . ]1 c, - - e 7 o 1 104 LL r ro 7111- ealsr -Jr - - 1 _ i 4 i 1-1 . m•or- ..iTh 105 a____.._} WI _____," lips AD-Al [L) • 1__J I I 71.17 -._,, i I I _ [Ill" _ 9 7 I:111:d r[[ _Jf _ r I , iD r I , Th__, _, . , II , zi P 6,-13 _ q—,i C3FFICE1 'K---_____ ] 'It' 0 4i1 U P [in] [ ] rill - I U it 1,- 1VO LARGE108CONF, LARGE109CrE", [ I 1 ._...._ 1 :Z 1 0 i ),_..] i ..._ i ....=- —1 1 me o __,[k---i] - [ r Key Plan I ., , - __. ___ ,A4r _ C -1=r- ---•••••"11111(D Y V 1--- -1=k- ..] 1 rdir -- -- -47 rn 0 1 r) P [1-1 ft r3 P i3 _I LJ LJ LJ LJ 1 1[1 1) o 1 1 I [C) il TCI ° 1-1 n C 0 o w _ MOTHERS UNISEX ROOM RESTROOM I il 7 115 116 1 Professional Seals ----- — ---- .L... .. 0. il 1 ...--- iww•-•• iimrl9 1111111111111111 4 .--,,---. iilmiljE...1 - 101 WV 4 / \ - .L. J., J. - INM. 1. , / . / , 1 ilnpi I ME .! . 0 1 / ..=. SITI, =MN •=0 rr 1 . OM iMe ,a, i . _ . . . . elm ii 41 41 7 \ I JAN. CLOS i COPY cn 1 , MATCHLINE SEE: 1 A241-B 16177-- 0 13. 1 I eii . ii ?) 0 C d [ ] , 121 MATCHLINE S : 1 A241-B r---- -rf 114 (----CR STORAGE kelt Air-, l 123 I I IC:1 \ No. Description Date 1 90°/0 REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 ! . i .1 , FURNITURE PLAN — LEVEL 1 — AREA A (FOR E ) ) FURNITURE PLAN — MEZZANINE LEVEL I 1 DREFERENCE ONLY) _ 1/8"= l'-0" 118'= 1 -0" __________..........._...___. _....._ . ..._ REFERENCED FURNITURE PLAN NOTES GENERAL FURNITURE NOTES .... -iiiiii TI ii 1 > PROVIDE TWO TIERED LOCKERS WITH BENCH IN FRONT. LOCKER STYLE AND COLOR TO BE 1. MINIMUM AISLE CLEARANCE BETWEEN FURNITURE SYSTEMS TO 44"CLEAR,UON -- APPROVED BY DESIGNER. 2. FURNITURE DEALER TO PROVIDE DIMENSIONED INSTALLATION PLANS FOR ARCHITECTS APPROVAL PRIOR TO BEGINNING THE FURNITURE INSTALLATION. 3. FURNITURE INSTALLER TO NOTIFY ARCHITECT OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS&FURNITURE PLAN BEFORE ORDERING ANY FURNITURE. Date of First Issue: Project No: 16.24752.00 Sheet Title FURNITURE PLAN — LEVEL 1 — AREA A (FOR REFERENCE ONLY) ._ (0 Original drawing is 42 x 30. Do not scale contents of this drawing. CD c7) Sheet Number . , . A241 -A NI co r--. 0 0 0 ela D 0 B , A I I I R40 . 1 I { IV I I ,N LAU I I I � I � LA t � _ 0 ,� .. , I INSURANCE d FA MERS �. T . MOTHERS UNISEX _ ROOM RESTROOM I , 1 MATCHLINE SEE: 1 1- 0 1 - I 115 116 I r. - MATCHLINE SEE: 1 1 41-A - — — — u— — — - - 4 Project - - - - - - - ' !err. ..727._ - - — � - - - - - - - - - - - - - FARMERSHILLSBORO PYJAN. CLOS T � �� DC`� - � , � C01 � � � ��114 0 d ' _1 r - � - OFFICE RELOCATION I I o c \\1\ `;, \ � STORAGE I I I CR 1� MOM ;•_ 123 CI-Ii Prepared For MDF WOMEN'S RR C I _ f,- p d,� FARMERS INSURANCE 113 I 117 L I DDL 1 I TIGARD, OR 124 ID 1 GI ri-li 101 0 r r „ ► . [,-1 -1] 4 ,ill _ Contract No: 16.24752.00 ,H1 .....,,....._ prir' :,.,., .. „,,,,,_, ,..,.,„... , „.„,g,. .„:7,,, ,,,,.,,,, .„-.:,.:,. ,,P,:, ., all fp) Mil EFF mr \---L-- 17----:, ] If\ - OFFICE I I I MEN'S RR I _ IMMI �, 125 'PI �`� / 11 s ED ED 0 �{f ., `tet' L.:{y:1::1 - -. - -'; ' '', - :' '' i 1 -' ,'- D , r, ,] _ il id FELH :., '...',, _._ ,,,-. ,,,,„,..„ , . . ,,.,,:, + Ill , .. . .....1 11 II / MIMI -1] 4 d c 11 IQ 0 lil lil til lil I 1 p I L] 0 < I _� -„---- ce I r © Hellmuth, Obata + Kassabaum, Inc. I I IN , INN9530 I 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 u a D I IQ 1 - ., ., .,I - r r- kl' f� \�� I I v� r� All reproduction &intellectual property rights reserved\\_____I-z, _ II �1 \[11V \ILII/ \llfl/ ,lL1V..--) 2015 _ _ _ j I I In Association with r r { _ MULTI- TRAINING ,, TRAINING z -I PURPOSE �, - MEN'S RR 7\ SYSKA HENNESY GROUP 145 .- 144 I 141A r[ HALLWFY WOMEN'S RR ,30 MEP 44 r—Vii541 , 133 CR 330 N. WABASH AVE. SUTE 1505 I ' # s iimi L 137 OFFICE 1 ( CHICAGO, IL 60611 _ WOMEN'S � [3 TEL: 312.588.3560 I �I �:��� WVVW SYSKA.COM _: 140 ( 139 CONF. LOCKER I= c li= — 134 WOMEN' LI U_ UMEN!SMENISLOCKERI/T„..,:.' 131 1 I I CONF. I CR CE> 135 ri SHOWER / I II IL H J � 11 � k ��� � � 1� � � � � � MAIL ,� 138 I IIIIIIII ,32 111111IIIH R rAPTO ROOM 11 11 r c GYM V I I I STORAGE 142 1 �' '� I 136 143 B -� l Li CSC Ill )M STI 3ULE I I I _v; ,--,-;::..,: 'r I I ROOM k I 209 I 143A Key Plan - - IiiI 7 s CR _1 -11-111 LJ I I l I ! I 6 v// FURNITURE PLAN - LEVEL 1 - AREA B (FOR (1j REFERENCE ONLY) Professional Seals i / 7 \ 1 eti4 Aileral, (1.' \ / No. Description Date 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 REFERENCED FURNITURE PLAN NOTES GENERAL FURNITURE NOTES ----- --- -- - --- T- ----- - ----- i Q PROVIDE TWO TIERED LOCKERS WITH BENCH IN FRONT, LOCKER STYLE AND COLOR TO BE 1. MINIMUM AISLE CLEARANCE BETWEEN FURNITURE SYSTEMS TO 44”CLEAR,UON _ APPROVED BY DESIGNER. 2. FURNITURE DEALER TO PROVIDE DIMENSIONED INSTALLATION PLANS FOR ARCHITECT'S APPROVAL PRIOR TO --- -- - --- ----- - BEGINNING THE FURNITURE INSTALLATION. ----3. FURNITURE INSTALLER TO NOTIFY ARCHITECT OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS&FURNITURE PLAN BEFORE ORDERING ANY FURNITURE. I Date of First Issue: Project No: 16.24752.00 Sheet Title FURNITURE PLAN - LEVEL 1 - AREA B (FOR REFERENCE ONLY) a . Original drawing is 42 x 30. Do not scale contents of this drawing. Z; Sheet Number iD o N A24 1 _ B coco ti se 0 00 0 0$ ° Q B ' A ----- IT - - - - - - I - - - -I I - - - - - - I - - - - - I _ - - - I 0 :, s ,... I I ! I I I I IF A R M E R S . " _ I - _ 0 J - _ _ - - - - : .. , 9'-4" '. 5 -2112 . 4' 8,, � INSURANCE HI.ADLE I-UDDLE HL,D LE _ _. , gyp 4 . "p . - � f. _ C � C� . G : C . 401 003 C HUDDLE HUDDLE � � --��. - ' j A 201A 242 I - A • - - - - - °° hh D , coNF. . 1 5 .. . RECEPTION. j . . i r 8 102 I G O �� C lEj , " _ - - b .ts Project G G c �� V . • I 4' . 9 0 : . 9 0 • © _ !• - _ - - _ - _ - �,- - �. �- - - - _ ____� F _ OFFICE RELOCATION F F . - F F \ q z D D D D D I I I ID D D D I I D p Prepared For _ - _ 1 \ ® EQ D Eu \ EQ EQ - EQ EQ EQ 1 EQ ` - \ 9,.-0"I11 D• I zo o D D I D Q I FARMERS INSURANCE �f f G G G o Q. ,� y \ _ - - _ w cR . eR 71 •. ---- ,. TIGARD, OR . \ I I I ` - _ I - EQ EQ EQ Q EQ EQ ,1 EC ,� EQ EQ EQ - EQiit, I EQ EQ EQ EQ EQ Contract No: 16.24752.00 1 I I G G G I E.) it b$ I- L -3 D D `b D D D H D J D D D p a a a a a u a q D D D D D_ D _D _i - \ _ - _ r I 8'• 4 $ -4 _ - - TMP I I 0 - - \ i I G -G G 'G I �I I ®� I o o_ I = I I I I I ° III ' . : D D 0 0 D I . - H D P P D D I o• s_-.. . . .. . . U : i • �_o A • \ D PHONE r - - - N G G G G 7 ° . . . SOON I I _ I I I _ � �. I 1.4 9 "0" I I I I I I s r _, - Hellmuth, Obata + Kassabaum, Inc. .. r _ _ I - - - - - i ) - - - - ° - 9530Jefferson Boulevard - - - _ - \ ® Culver City, CA 90232 USA '� t +1 310 838 9555 f +1 310 838 9586 G G G w I MIS on ■-.� I I I - _ p _ D D _ D El F I \ - G D D D D D El 18' 0"I D D D p HUDDLE I9 a1 D D 1 r - - - ' _N,\____ Q� I All reproduction& intellectual property rights reserved O • 2015 9` a'� I9'-0" In Association with _ _ - - N 1 G G U 0 I - - - EQ of EQ ° EQ �� ! o I I SYSKA HENNESY GROUP LOU G: - - - - MEP I - - 330 N. WABASH AVE. SUTE 1505 ■� i 103. . . CHICAGO, IL 60611 0 . . D I� 1111111111111 ®i 1 I Lu © TEL: 312.588.3560 D D D , ... _ D D D D D ® I D D D D D D D D VII1/11W.SYSKA.COM I IDF 1 0 \ •i==i _ Ill , - - - D - - dillig. I I � e,Q TYP. cc, _ -" ®� . . ®III IT=I 1 >TYP. D D D D G G G . G (L/ DF r - F H F F F D 105 I-_ III • 11®ii-' Noon 0 D D D D D D D I11 0 0 I \ ., \ I \\\ 10\ :k N. k Si- „M. Mk :. !, X I I I �F..0\ _ - A \`\� \ =\\ `ce\«\\ >�\i\ _ _ _ _ _ - OFF ICE N \ �`�_ 1- w in k'RN‘44, MI I © Key Plan - •` G G G G 1 , N A\ \ `► A p ID D P D ‘..i.WsN,R%A ( 1 D D D D D D D D . --G G . G • G - .4 \s\k-itt:, ---- %„... Nolitc--N4 1,, - ss„ v A ZS _ . _ _ _ , _ d A r ‘ii . _ _ _ _ _ _ _ HUDDLE ! \ 2s. \\ - i A 1.:. "31 N -41.1graz . z. _ _ F F F F F A ` 1....., .. , a_ „_ LU I 1:ZZ .\ ,. ( D zn D D D _ D p El__ I I I " MOTHER ,� LARGE CONF. Professional Seals UNISEX `� I I 108 LARGE CONE. I I I r ROOM RESTROOu 109 4 }e/ - - - / 5'-6" EQ EQ EQ jr 0 _FilmiL o\ i - - L EQ )r _EQ 115 I 116 I 9 "0"AMIImmill EQ EQ EQ EQ _ __ .._ /f t -L ..l - - jr --) _ / F. 111 1A301-B 11 r - - - - - - - - - - - - MATCHLNESEE: 1 � A3O1-B Zb I - 14.86-4-milAf MATCHLINE SEE: 1 �� - 12' STORAC E �� �� JAN. C •SET 9'-4" r I 123 9'_a„ I I INo. Description Date CL 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 CO 41111 MEZZANINE LEVEL REFLECTED CEILING PLAN - LEVEL 1 - AREA A 1/8"= 1-0" 118"= 1'-0" -- REFERENCED CEILING PLAN NOTES GENERAL CEILING NOTES REFLECTED CEILING PLAN LEGEND 0 EXISITING SYLIGHTS 1. REFER TO NOTES ON SHEETS A031 FOR ADDITIONAL CEILING GENERAL NOTES. 11. AT APC CEILING HEIGHT PARTITIONS, PROVIDE CEILING'L'TRIM CONSISTENT WI ADJACENT CEILING PERIMETER MATERIALS LIGHT FIXTURES POWER&TELEDATA ANGLE. AMIGO"ZIP STRIP"OR EQUAL 2. SUPPORT&BRACE CEILING GRID&FIXTURES AS REQUIRED BY GOVERNING CODES&REGULATIONS. 2'x 2'GRID AND TILE SYSTEM -._...__.___ -.__.............____.___. __ 2 SLOPED CEILING AT THIS LOCATION. ENSURE PENDAND FIXTURES HANG PARALLEL TO FLOOR 12. ALL STROBES TO BE CEILING MOUNTED, UON GRID SPEC-ARMSTRONG SILLOUTTE El 2'x 2'RECESSED SEMI-INDIRECT ■i FF FURNITURE FEED, POWER POLE AS INDICATED _ <3> PROVIDE A 6"COMPASS°TRIM EDGE ALL AROUND OPENING. 3. PROVIDE EXIT SIGNS AS SHOWN&PER FIRE DEPARTMENT REQUIREMENTS TILE SPEC-ARMSTRONG CIRRUS OS OCCUPANCY SENSOR - - -- ---- 13. ALL EXISTING LIGHT FIXTURES TO BE RE-LAMPED WITH MODELICOLOR MATCHING NEW FIXTURES OR BLDG. 2'x 2'GRID AND TILE SYSTEM 4. RE-CIRCUIT&RE-SWITCH ALL LIGHTING AS REQUIRED. STANDARD. GRID SPEC-ARMSTRONG 4 TECHZONE SUPRAFINE XL 2'x 4'RECESSED SEMI-INDIRECT AS AUDIO SPEAKER 0P-6 PAINT CEILING HIGH REFLECTIVE WHITE. SEE WALL FINISH PLAN FOR SPEC. SWITCHING OF OPEN AREAS, ENCLOSED ROOMS&OFFICES CBC 2013,TITLE 24 REQUIREMENTS. WITH 4"AXIOM CLASSIC PERIMETER TRIM _ _.___._. _ 14. ALL UNDER CABINET LIGHTING TO HAVE AN INDEPENDENT WALL SWITCH AT EACH LOCATION, TILE SPEC ARMSTRONG ULTIMA <T> HARD LID CEILING AT 12-0" 112"GYP ONE SIDE Wl BAT INSULATION FOR SOUND PROOF 5. GENERAL CONTRACTOR SHALL FURNISH ARCHITECT WITH PLANS SHOWING LOCATIONS OF ALL LIGHT SENSORS, O RECESSED DOWNLIGHT P PROJECTOR EMERGENCY LIGHT STROBES, SMOKE DETECTORS,LIFE SAFETY PUBLIC ANNOUNCEMENT SPEAKERS AND 15. GANG SWITCHES UNDER ONE COVER PLATE WHEN POSSIBLE. '•' ' .,•. _ • •' ,- • GYPSUM BOARD CEILING AS INDICATED ON PLAN. THERMOSTATS FOR REVIEW PRIOR TO ORDERING AND INSTALLATION. -•. ,..;'.: SEE FINISH PLAN FOR PAINT SPECIFICATIONS 0 RECESSED WALL WASHER DOWNLIGHT EPS PROJECTION SCREEN- 6 ABOVE LOUNGE/TRAINING ROOMS AREA PROVIDE BAT INSULATION OVER ACT FOR SOUND PROOF 16. PROVIDE SLOT DIFFUSERS IN GYP BD CEILINGS UON,ARCHITECT TO REVIEW LOCATIONS. •'' • ELECTRONIC 6. ARCHITECT SHALL BE PROVIDED WITH LIGHTING PLAN SHOP DRAWINGS AND SUBMITTALS FOR REVIEW + PENDANT MPR PROJECTION SCREEN-MANUAL,WALL MOUNTED -.-.-.-.. ..............-.--.---.-......- --------.---- -------------------____ <2_.> COORDINATE WITH MECHANICAL DUCTS PRIOR TO ORDERING AND INSTALLATION. 17. ALL FLUORESCENT LAMPS TO MATCH BUILDING STANDARD. CEILING OPEN TO STRUCTURE ABOVE DA-LITE MODEL C WITH CSR - - --- - -- - --- -- -- $ MODERNFOLD DOOR. PROVIDE STRUCTURAL SUPPORT A5 REQ. 7. THE LOCATION OF LIGHT FIXTURES SHALL BE DETERMINED BY THE CEILING GRID PATTERN, 18. RELOCATE, RETROFIT&IOR INSTALL NEW FIRE/LIFE SAFETY ANNUNCIATION DEVICES AS REQUIRED PENDANT MTD DIRECT 1 INDIRECT SPRING ROLLER TYPE SCREEN WITH CONTROLLED SCREEN RETURN WWW.DA-LITE.COM -.-.- _-.-.._.- __.____..�- __- ---..__ _ • ALL DOWNLIGHTS,WALL WASHERS,AND SPRINKLERS TO BE PLACED IN CENTER OF CEILING TILE, UON. TO COMPLY WITH ALL APPLICABLE CODES. ANNOTATIONS 1- -+ UNDER CABINET/MIRROR CONTINUOUS LED LIGHT LIFE SAFETY - - - 8. GENERAL CONTRACTOR SHALL CONFIRM EXACT DIMENSIONAL LOCATION OF LIGHT FIXTURES AT 19. REWORK SPRINKLERS&HVAC AS REQUIRED.VERIFY THAT SPRINKLER PLACEMENT COMPLIES WITH ALL DRYWALL CEILINGS FROM ARCHITECT&/OR LIGHTING CONSULTANT PRIOR TO INSTALLATION. APPLICABLE CODE REQUIREMENTS. 8'-6' FINISHED CEILING HEIGHT AS INDICATED ON PLAN, UON Z EXIT SIGN,ARROW INDICATES PATH OF TRAVEL Date of First Issue: 9. WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE BEYOND 4"FROM THE FACE OF 20. INDICATE SPRINKLER HEAD LOCATION ON ENGINEERED SPRINKLER SYSTEM SHOP DRAWINGS. Project 16.24752.00 WALL AT A HEIGHT OF 6'-8"A.F.F. UON. SUBMIT TO ARCHITECT FOR REVIEW PRIOR TO START OF WORK. FIXTURE SCHEDULE No:r� SYMBOL SECURITY CLOSED-CIRCUIT TV Sheet Title 10. PROVIDE AND INSTALL ACCESS PANELS INTO DRYWALL CEILINGS AS REQUIRED TO ACCESS LIFE/SAFETY WOR 21. REFER TO ARCHITECTURAL&MR ENGINEERING POWER&DATA PLAN FOR TYP SWITCH LOCATION. DESCRIPTION MANUFACTURER COMMENTS MECHANICAL AND ELECTRICAL EQUIPMENT. PANEL SIZE TO MEET GOVERNING CODES, (24"X 24"MIN.). PANEL TO UON,LOCATIONS TO BE ADJACENT TO DOOR LEAF STRIKE WHEN REFLECTED CEILING BE GRG TYPE. LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. WHERE POSSIBLE, 1. IN 90-DEG OPEN POSITION, OR A 2AVL - 2X4 LED LITHONIA 2'x4' LIGHT PROVIDE ACCESS THROUGH ADJACENT APC GRID. 2.ON STRIKE SIDE OF DOOR IN CLOSED POSITION B LDN6 - 6" LED LITHONIA 6" OPEN LED DOWNLIGHT PLAN - LEVEL 1 - REF. DEVICE ALIGNMENT DIAGRAM ON DOOR SCHEDULE SHEET C SKYDOME LED 2' FIXTURE FOCAL POINT PENDANT FIXTUREHUNG WITH 24" AIRCRAFT MOUNTING CABLE, TITANIUM AREA A 22. PROVIDE ACOUSTICAL BATTING; LAY ON AC TILE CEILING; EXTEND 24"OF BATTING AT EACH SIDE OF PARTITION SILVER FINISH SEPARATING EACH PRIVATE OFFICE,TYPICAL. D SEEM 2 - DIRECT LINEAR FOCAL POINT 6' SUPSPENDED LINEAR FIXTURE 9'-0" AFF TO THE BOTTOM OF FIXTURE Q_ N 23. PROVIDE ACOUSTICALLY LINED TRANSFER DUCTS AT SLAB TO SLAB PARTITIONS. E INVISILED LED-T24W-21N-WT WAC LED STRIP LIGHT Original drawing is 42 x 30. Do not scale contents of this drawing. SEE HVAC PLANS FOR LOCATIONS AND SIZES.CS Sheet Number r•-• 24.FOR LIGHT SPECIFICATIONS REFER TO ARCHITECTURAL CEILING PLANS&ELECTRICAL ENGINEERING PLANS. F SEEM 2 - DIRECT LINEAR FOCAL POINT 4' SUPSPENDED LINEAR FIXTURE AT 9'-0" AFF TO THE BOTTOM OF FIXTURE o REFER TO ARCH&ENGINEERING CEILING PLANS FOR CEILING DEVICE ELECTRICAL REQMTS: PROJECTORS, G SEEM 4LP - DIRECT LINEAR FOCAL POINT 6' RECESSED LINEAR FIXTURE AT 9'-0" AFF TO THE BOTTOM OF FIXTURE 1:N3o i ..A ,,, co SCREENS, ETC _ H VERVE IV LED WALL MOUNT FOCAL POINT 8' WALL MOUNTED LINEAR FIXTURE AT 9'-0" AFF .,, , eiveN sd 0) Dc3 B ' A FARMERS I I I i I INSURANCE I 0i 0 0 I F F F F F - ��\ \ \��\�� \����� � D D D _ 0 17 D D I _G I _ I i ��\\\\\\\\\\\\\\� �\\�\ �� r Project \ I J LARGE CONF. FARMERS HILLSBORO �, $ LARGE NF. - - - MOTHER UNISEX 108 _ _ _ .. z. ROOM RESTROOu \ •� 1109 •• $e$ OFFICE RELOCATION MATCHLINE SEE: 1 j_A301-A # EQ EQ X I 115 I I 116 9 0" \ 1 EQ /' EQ EQ EQ/ dle - - d_ _ �- 1 - - -- f r r- D - F D - D - MATCH INE SEE:_ 1 J A301-' 4 Prepared For '' �' A - A' �Y A ` - -D I FARMERS INSURANCE r. �H t ` 12 'STO AGC TIGARD, OR JAN 1140S ET - °"� • - - ' �- I ( ' - I - - - EX. ELEC. RM. 9 �" Contract No: 16.24752.00 MDF , . rEQ EQ EQ EQ/ B T O E 122 9.-0" 11113 B Bo-B Bo F 11 I II II9 0" 4r 1 D D D D D .):! ci - ELE R -� -D -D D -D _D -D o-, -- UJ ` 122 - 9'-o" Q OMEN'S RR EQ°B a\ 0 HUCDLE E"' 117 I Q I w CS0 J L ( 1 1i - \ - w 1 4 �+ - - - II I I O I - - I - I I 4 ' ;o fEQ EQ EQ I w ova 6� - w F co - _ ti g�_0" \ D I f - o D D D • j "' MEN'S R °1 E 0 - V - - - A -D D I D -D - D D I - �wr- 118 I I I • <-4-> °1 •Q\ BICE 9' 0" Hellmut , Obata + Kassabaum, Inc. .. . , _ - 1 12 hi__, _ _ - . - - 9530 Jefferson Boulevard �' EQ EQ 2 A Culver City, CA 90232 USA ® HALLWAY m I ____y- 1 w0 I I I F F F 146 F �� t +1 310 838 9555 f +1 310 838 9586 - _ _ _ " 7 - - - �F F F F _ \ - - - r � F ii - F - F_ F - F - .6 © Ail reproduction E. intellectual property rights reserved 0 MU 11- F F F 2w0 F 2015 In Association with ��• 0PUR',�SE EQ EQ EQEQ11 I 4' o" 4' s" 4' 7 v2° 4' s" 4' fl° I I SYSKA HENNESY GROUP EQ EQ EQ EQ EQ 1411- 0 ®0 - I e.1 I 2 ® EQ0 EQ - IiiiMMililiidill MEP ( -■-. ■■ E ''6 'LEGE- 330 N. WABASH AVE. SUTE 1505 • WOMEN'S RR EQ EQ j CHICAGO, IL 60611 I I 1'2. 0" ■■ ■. .■ 1. 139 ` 133 4 � �© a I I TEL: 312.588.3560 ■■■■■ I_■■■ I 111..1111 i i=r . I B - B B I " II 0 B u WWW.SYSKA.COM ■■�� -- s' fi" z' o" 5' s" z' o" 4 MEN'S RR ■■■ ■■ 11.1111111=11 ■� AIII H ' LLWA 0" E ICY \° a it,-0" 3'-10" 2 -0'if f 4, E m 130 ■■■ ■■ ® _ N • E6 E� IrQ' ■ ■-� a' 0" 5' 1 114" 4~0 -wc� c., i p O.._... -° •■■■■ ,`■■■ ; 1 ■ iIi •U_ , UJ $k Mil I c.)En ■ 0 WOMEN'S I, EQ EQ �� EQ EQ� - - to �0R■■■ 1 ■■�m _■-.7.071m1., . ,. _ 9'-°" I i \° i 0 1 IME 'S LOC ' El "' 11111111111 Liamimi--m. RSO ■ �17�I:�\ o SOC E : 4 WOM �S " SHOWER3- �0 4 0 mg? 134 HOWER IEEE :i- Ir..hrEQ EQ I 135 4 / 4 132 w 12' 6" 4' 6 518" 2' 6" ■■■■■ -■■■r LAPTO' ■ ■ 0 � `���■�r�� ■ R _ C RAG IiiiiijIIjj �.I� ■�.■ �1111111111 ■. 'MIME 144 'EMI ■�■=. =ram =1111=■■Mil�� .� Key Plan 1E1 ® � ■■iii■ l_ __ ® E■■���� ■■ 11 ■ 11 . milli. EQ E EQ 11136 I �_I ■■■■■ -EMI CS• II EQ Li�Q EQ c A .I 1 ■■■ i Roo ■11 Ili i i 1111■ immL ° ° ■�■��■� o ° II I - - �p'> .:i. . :::.* 1,4 II II. .� 0 W W °W- 1 I // I I I I I I I v , 1 1 A Professional Seals / tr k1/0 ::...:..::::.:::,e.' ;"..1 .. \ i c / No. Description Date 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 REFLECTED CEILING PLAN - LEVEL 1 - AREA B -____. __._.__.___ ___.._ __._ 0118°= 1'-a" _,..____..._�.�_.�...........___�..._...______....�.........----.......------- ---.. _ REFERENCED CEILING PLAN NOTES GENERAL CEILING NOTES REFLECTED CEILING PLAN LEGEND - -- -- ' > EXISITING SYLIGHTS 1. REFER TO NOTES ON SHEETS A031 FOR ADDITIONAL CEILING GENERAL NOTES. 11. AT APC CEILING HEIGHT PARTITIONS, PROVIDE CEILING'L'TRIM CONSISTENT W!ADJACENT CEILING PERIMETER MATERIALS LIGHT FIXTURES POWER&TELEDATA ANGLE. AMICO"ZIP STRIP"OR EQUAL 2. SUPPORT&BRACE CEILING GRID&FIXTURES AS REQUIRED BY GOVERNING CODES&REGULATIONS. 2'x 2'GRID AND TILE SYSTEM _ © SLOPED CEILING AT THIS LOCATION. ENSURE PENDAND FIXTURES HANG PARALLEL TO FLOOR 12. ALL STROBES TO BE CEILING MOUNTED,UON GRID SPEC-ARMSTRONG SILLOUTTE E_I 2'x 2'RECESSED SEMI-INDIRECT FF FURNITURE FEED,POWER POLE AS INDICATED 3. PROVIDE EXIT SIGNS AS SHOWN&PER FIRE DEPARTMENT REQUIREMENTS TILE SPEC-ARMSTRONG CIRRUS - 3 > PROVIDE A 6"COMPASSO TRIM EDGE ALL AROUND OPENING. 13. ALL EXISTING LIGHT FIXTURES TO BE RE-LAMPED WITH MODEL/COLOR MATCHING NEW FIXTURES OR BLDG. OS OCCUPANCY SENSOR - --- - 4. RE-CIRCUIT&RE-SWITCH ALL LIGHTING AS REQUIRED. STANDARD. 2'x 2'GRID AND TILE SYSTEM .. 4 PAINT CEILING P-6 HIGH REFLECTIVE WHITE.SEE WALL FINISH PLAN FOR SPEC. SWITCHING OF OPEN AREAS, ENCLOSED ROOMS&OFFICES CBC 2013,TITLE 24 REQUIREMENTS. GRID SPEC-ARMSTRONG 4 TECHZONE SUPRAFINE XL 2'x 4'RECESSED SEMI-INDIRECT AS AUDIO SPEAKER 14. ALL UNDER CABINET LIGHTING TO HAVE AN INDEPENDENT WALL SWITCH AT EACH LOCATION. WITH 4'AXIOM CLASSIC PERIMETER TRIM ____-........_.__.-....._..............__.-..._......- 5. GENERAL CONTRACTOR SHALL FURNISH ARCHITECT WITH PLANS SHOWING LOCATIONS OF ALL LIGHT SENSORS, TILE SPEC-ARMSTRONG ULTIMA 0 RECESSED DOWNLIGHT P PROJECTOR (T> HARD LID CEILING AT 12'-0" 1/2"GYP ONE SIDE W/ BAT INSULATION FOR SOUND PROOF EMERGENCY LIGHT STROBES, SMOKE DETECTORS, LIFE SAFETY PUBLIC ANNOUNCEMENT SPEAKERS AND 15. GANG SWITCHES UNDER ONE COVER PLATE WHEN POSSIBLE. :._.,_..•_•;, GYPSUM BOARD CEILING AS INDICATED ON PLAN. THERMOSTATS FOR REVIEW PRIOR TO ORDERING AND INSTALLATION. •- - >'.• SEE FINISH PLAN FOR PAINT SPECIFICATIONS B RECESSED WALL WASHER DOWNLIGHT EPS PROJECTION SCREEN- 6 ABOVE LOUNGE/TRAINING ROOMS AREA PROVIDE BAT INSULATION OVER ACT FOR SOUND PROOF 16. PROVIDE SLOT DIFFUSERS IN GYP BD CEILINGS UON,ARCHITECT TO REVIEW LOCATIONS. -' ELECTRONIC 6. ARCHITECT SHALL BE PROVIDED WITH LIGHTING PLAN SHOP DRAWINGS AND SUBMITTALS FOR REVIEW + PENDANT MP`= PROJECTION SCREEN-MANUAL,WALL MOUNTED 7 > COORDINATE WITH MECHANICAL DUCTS PRIOR TO ORDERING AND INSTALLATION. 17.ALL FLUORESCENT LAMPS TO MATCH BUILDING STANDARD. CEILING OPEN TO STRUCTURE ABOVE DA-LITE MODEL C WITH CSR --- I• •I PENDANT MTD DIRECT 1 INDIRECT SPRING ROLLER TYPE SCREEN WITH CONTROLLED SCREEN RETURN - -- --- - ------------- -------- 8 > MODERNFOLD DOOR. PROVIDE STRUCTURAL SUPPORT AS REQ. 7. THE LOCATION OF LIGHT FIXTURES SHALL BE DETERMINED BY THE CEILING GRID PATTERN. 18. RELOCATE, RETROFIT&IOR INSTALL NEW FIRE/LIFE SAFETY ANNUNCIATION DEVICES AS REQUIRED SPRINGWWW.D -OLLE T M ALL DOWNLIGHTS,WALL WASHERS,AND SPRINKLERS TO BE PLACED IN CENTER OF CEILING TILE, UON. TO COMPLY WITH ALL APPLICABLE CODES. LIFE SAFETY - µ ANNOTATIONS 1- -' UNDER CABINET/MIRROR CONTINUOUS LED LIGHT 8. GENERAL CONTRACTOR SHALL CONFIRM EXACT DIMENSIONAL LOCATION OF LIGHT FIXTURES AT 19, REWORK SPRINKLERS&HVAC AS REQUIRED.VERIFY THAT SPRINKLER PLACEMENT COMPLIES WITH ALL DRYWALL CEILINGS FROM ARCHITECT&/OR LIGHTING CONSULTANT PRIOR TO INSTALLATION. APPLICABLE CODE REQUIREMENTS. 8'-6" FINISHED CEILING HEIGHT AS INDICATED ON PLAN,UON ID EXIT SIGN,ARROW INDICATES PATH OF TRAVEL Date of First Issue: 9. WALL MOUNTED FIXTURES SHALL BE MOUNTED SO AS NOT TO PROTRUDE BEYOND 4"FROM THE FACE OF 20. INDICATE SPRINKLER HEAD LOCATION ON ENGINEERED SPRINKLER SYSTEM SHOP DRAWINGS. Project WALL AT A HEIGHT OF 6-8"A.F.F. UON. SUBMIT TO ARCHITECT FOR REVIEW PRIOR TO START OF WORK. FIXTURE SCHEDULE No: 16.24752.00 SYMBOL SECURITY CLOSED-CIRCUIT TV Sheet Title 10. PROVIDE AND INSTALL ACCESS PANELS INTO DRYWALL CEILINGS AS REQUIRED TO ACCESS LIFE/SAFETY&/OR 21. REFER TO ARCHITECTURAL&/OR ENGINEERING POWER&DATA PLAN FOR TYP SWITCH LOCATION. DESCRIPTION MANUFACTURER COMMENTS MECHANICAL AND ELECTRICAL EQUIPMENT. PANEL SIZE TO MEET GOVERNING CODES,(24 X 24'MIN.). PANEL TO UON,LOCATIONS TO BE ADJACENT TO DOOR LEAF STRIKE WHEN REFLECTED CEILING BE GRG TYPE. LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. WHERE POSSIBLE, 1. IN 90-DEG OPEN POSITION, OR A 2AVL - 2X4 LED LITHONIA 25(4' LIGHT PROVIDE ACCESS THROUGH ADJACENT APC GRID. 2.ON STRIKE SIDE OF DOOR IN CLOSED POSITION B LDN6 - 6" LED LITHONIA 6" OPEN LED DOWNLIGHT PLAN - LEVEL 1 - REF. DEVICE ALIGNMENT DIAGRAM ON DOOR SCHEDULE SHEET 22. PROVIDE ACOUSTICAL BATTING;LAY ON AC TILE CEILING; EXTEND 24"OF BATTING AT EACH SIDE OF PARTITION C SKYDOME LED 2' FIXTURE FOCAL POINT PENDANT FIXTUREHUNG WITH 24" AIRCRAFT MOUNTING CABLE, TITANIUM AREA B SEPARATING EACH PRIVATE OFFICE,TYPICAL. SILVER FINISH 0- D SEEM 2 - DIRECT LINEAR FOCAL POINT 6' SUPSPENDED LINEAR FIXTURE 9'-0" AFF TO THE BOTTOM OF FIXTURE N 23. PROVIDE ACOUSTICALLY LINED TRANSFER DUCTS AT SLAB TO SLAB PARTITIONS. original drawing is 42 x 30. Do not scale contents of this drawing. SEE HVAC PLANS FOR LOCATIONS AND SIZES. E INVISILED LED-T24W-2IN-WT WAC LED STRIP LIGHT 0 Sheet Number 24. FOR LIGHT SPECIFICATIONS REFER TO ARCHITECTURAL CEILING PLANS&ELECTRICAL ENGINEERING PLANS. F SEEM 2 - DIRECT LINEAR FOCAL POINT 4' SUPSPENDED LINEAR FIXTURE AT 9'-O" AFF TO THE BOTTOM OF FIXTURE N REFER TO ARCH&ENGINEERING CEILING PLANS FOR CEILING DEVICE ELECTRICAL REQMTS: PROJECTORS, G SEEM 4LP - DIRECT LINEAR FOCAL POINT 6' RECESSED LINEAR FIXTURE AT 9'-0" AFF TO THE BOTTOM OF FIXTURE A3 0 i _ g m SCREENS,ETC ti H VERVE IV LED WALL MOUNT FOCAL POINT 8' WALL MOUNTED LINEAR FIXTURE AT 9'-0" AFF A401 2 N z? . _ . . , , FARMERS INSURANCE Project • 8" 1 - FARMERS HILLSBORO f / 6 Sim Sim c OFFICE RELOCATION A401 A40:"1/1 A401 3 ® T © • • • Prepared For -. WD \ \ FARMERS INSURANCE WD TIGARD, OR y ss _ __.,,_ tr, _ 2. Contract No: 16.24752.00 M PL `r,' PL 4 1 NI 4 • 0 4 A401 ENLARGED RECPETION 101 PLAN0 r-,,-, RECEPTION DESK ELEVATION - A RECEPTION DESK ELEVATION - B He , , ObatK a l ,, Inc."= " 1/2"= 1'-0" 112" = 1'-4" 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 8" / All reproduction &intellectual property rights reserved O 2015 $" X In Association with \ l/ I/•(.?. SYSKA HENNESY GROUP :•, MEP .;1 330 N. WABASH AVE- SUTE 1505 CHICAGO, IL 60611 1 • TEL: 312.588.3560 314', �1 4 VWVW.SYSKA.COM .../! LINE OF PANEL BEYOND WHITE SOLID SURFACE _ _ . , . . . .. . . WOOD VENEER 6 „ . . . , : . . _ _ . . . . P LAM AS SCHED / '- RIFY WITH SECURITY PROVIDEE GROMMETS AS / - PROVIDE GROMMETS AS - \ \ INDICATEDWHITE SOLID SURFACE INUCATED . .. 0314 MIN - - _ . _ . _ . _ . _ . _ � _ MOUNTEDT PLYWOOD 1. ,' (-�, 1.25"X1.25"X3116" STL _ . . 1.25"X 1.25"X 3116"STL TUBE ANGLE SUPPORT ti -'- ' • - , - • • , • TUBE ANGLE SUPPORT ► . • WELDED TO 2.5"x 6" WELDED TO 2.5"x 6" J I PLATE,ANCHOR AS REQ'D . .. • • • _ • - PLATE,ANCHOR AS REQ'D AJ , BLK'G AS REQ'D PROVIDE POWER/DATA FROM ;PROVIDE POWEWDATA FROM :, " Sim - - , _ _ - FLOOR CORE AS SCHED ¢ FLOOR CORE AS SCHED Key Plan 2 J REMOVEABLE PANEL Q REMOVEABLE PANEL mak. A961 • - ' .- - • . , •- P LAM AS SCHED Qa P-LAM AS SCHED BLK'G AS REQ'D WD FIXED PANELS 1 ,-. .•• ., . '.,- ',_,- . • . .7/ _ l M ATTACH TUBE SUPPORT TO f ATTACH TUBE SUPPORT TO -7 -. `• / SLAB WITH STEEL PLATE WOOD VENEER MOUNTED ON SLAB WITH STEEL PLATEXi �? S5 , PLYWOOD AS SCHED &MIN{1)ANCHOR BOLT EA. SIDE – &MIN(1)ANCHOR BOLT EA. SIDE - .i 4 rli � ` L //1- iC > \ STAINLESS STEEL BASE ‘: STAINLESS STEEL BASE \ .---- \><,. inFLO17N— BASEASSCHED OR FINISH AS D „,10_ BASEASSCHI=D [ FLOORFISHASScHED CONT UNDER MILLWORK FL _ -, , — — c.—c. - _ _ _ FL 77- EL 1'-6” 1'-6" ji 1'-6" 1, 1'-6" 1'-6" 4.. 2" 4" 4" 2" EL Professional Seals f / / / / N A960-2027 A960-2028 160 !4 RECEPTION DESK ELEVATION - D �� SECURITY DESK @ 42IN. ��j� SECURITY DESK @ 30IN. / 4 1/2"= 1'-0" 5 1 112"= 1'-0" K.., 1 1/2"= 1'-0" C: \ / � _ J No. Description Date 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 • , •-• • — •-.• , % 111-4,. i / _._-.._.,.--.-..,.------. --.._.._._-...._._ _M».,..»..,..--,.,.,,......_..,_......__.....W_.-,..-.-._. ,_._..--'- r---7-.'r.--}"?"-'' 14411141114111411114111%411%%11‘ ' Date of First Issue: Project No: 16.24752.00 Sheet Title AllIl0711°°°°°°°°" ,-......"'" ENLARGED FLOOR PLANS & ELEVATIONS 2 / RECEPTION DESK - ISOMENTRIC VIEW 7 N Original drawing is 42 x 30. Do not scale contents of this drawing. .. Sheet Number (1:iti 0 A4 0 1N coti 0 _,,,,,,,.:A - - .,.„d': _ ,ti . FAAIR � E � s ) ,--`0 ,0� d 0 .. .. v a (s) r 1,1 Pilig _ INSURANCE GB-1 k , WC-1 1 J, - - - \,97_ GB"1 I TA-4 rr1 I (f) I WC-1 X C I ljr-A-3 WC 2 WC-2 WC-2 WC-2 WC-2 I II WC-2A WC-2A WC-1 12313 111 ! i TA-2 TA-3 _ 4 TA-3 � € - � E � , it II I I• GB-2 TA-2 -- ) 3 URN-1 URN-1 TA-3 III ili I GB-1 TA-2 e _ GB 2 \ \ \ _ _ \ ,_ - f \\ ._{._ :f ° i 1 _}III i i Project I PT 1 � TA-1 TA-1 TA-1 � TA-1 A402 I � I - f 1 ill � I j .,,. I A402 11 F6-1P �-- � Ti_ P FARMERS HILLSBORO / PT 1 - - TA-1 ITA 1 1 [ 6 _ SNK 1 SNK-1 SNK-1 W \ - i SNK-1 SNK-1 SNK-11- SNK 1 _ I 1 I I OFFICE RELOCATION 5 FCT-1 FCT-1 FCT-1 FCT-1 FCT 1 FCT 1 FCT-1 F 2 � �}• 1 [ tl � i , € I � I E � I I TA-5 TA-5 CR FCT-2 FCT-2 FCT-2 FCT-2 FCT-2FCT-2CR FCT 2 I IC" I � � ,,, L _1 I 1 4 I Ij_., �- Iiir■ .\ Prepared For FARMERS INSURANCE 0IL-LNI.1. L .�. TIGARD, OR LI:KN.,,,........_ r 67.3. 7 z } h SHW-1 I r 0 // .� ��, Contract No: 16.24752.00 — SH1 ,� GB-1 ---= GB-1 I- �, i �.. 111—)1 rl II SHW 2� F -ISHW-2 II CR 11 I IGB-21 II ,/� ' II i ' 1 I Ii : 'I __:__,__I1 SHW-3 I II SHW-3I II (7., Q I E 1 , , I 10÷ PI SHW-4 SHW-4 CR ///// i 1 ' II II _ -' •11 . ' ,-�_.1, I I I II I -. _ -. II , , tIf II T I . I E I I I I i� ,- I ' I1 �.1.. s_.(1..:.t.;' .. t _1 1._ t.l. -.._.._t,..._,.. i s f ............. NN 1'-61/2" 1'-6111 A Hellmuth, Obata + Kassabaum, Inc. 9530 Jefferson Boulevard Culver City, CA 90232 USA _ ENLARGED WOMEN'S 133 & MEN'S 130 t +1 310 838 9555 f +1 310 838 9586 (1) RESTROOM PLAN MEN'S RR 130 SOUTH All reproduction & intellectual property rights reserved 1/4"= 1'-0" 1/2"= 1'-011 2015 In Association with . SYSKA HENNESY GROUP MEP 330 N. WABASH AVE. SUTE 1505 CHICAGO, IL 60611 TEL: 312.588.3560 VWVW.SYSKA.COM P p 6 6 • Key Plan-1 u I I ! , rif, 1 ,I 1 i I I � TL 1 4 i 141 v, ¢.I�me - I 3 161 . • • . 1771 ___ .Ids — .--- •I:t�;1— --._ �.: 3 ID 1 CI� •I�nw, —_ _._ { .. ........_._ _,,;,ICI• ( ,_ri .�..• .... CI •... ..... ............ ......... 11 li ••: i il IC IC \ °334:1 ii 3 —._ ( l ( ( (1 c (13.Z- Professional Seals ;‘ Zo ' L 1c c' — • _ . I I \ .c ! I 1 1 • \- \ ha/ f Arkfmr7 C \ / No. Description Date MEN'S RR 130 NORTH WOMEN'S RR 133 NORTH Issue June 27 °" 3 2 Issue for Bid&Permit July 07,2017 11 1121'_ 1'-01� 1/2" = 1' D" EQUIPMENT LIST I / P I f I 4 1 , , TL f /i P SNK-1 UNDERMOUNT BATHROOM SINK KOHLER K-20000 - - -- -- - 6 i 1 6 iI i __.... _ 1 1 jI f � i 1 i i �- 1 / SNK 2 WALL MOUNT BATHROOM SINK KOHLER K-2035-4 1i ..,. . -41-1••,•-.....I ...__- 1 0.3.. , SNK-3 MOP SINK-ACIRB TERRAZZI-WARE TDF-24 . ..- _ / , FCT-1 SINK FAUCET-KOHLER K-15240-4NDRA ....___,._._ / FCT-2 SOAP DISPENSER-BOBRICK B822 // FCT-3 MOTHERS ROOM FAUCET-AMERICAN STANDARD 7074.550 - , ‘ ® I PT-1 TOILET PARTITION-ASI GLOBAL PARITIONS STAINLESS STEEL METAL-FLOOR ANCHORED OVERHEAD BRACED �� �� WC-1 ADA TOILET-AMERICAN STANDARD 2854.016 ' 11 11 \ WC-2 TOILET-AMERICAN STANDARD 2858.016 \\ URN-1 URNIAL-AMERICAN STANDARD 6541.511 --__._........._._.. m {. I -1 `\� TA-1 TOILET ACCESSORY-BOBRICK B3579 i I : : N ,I : . I TA-2 TOILET ACCESSORY BOBRICK B-221 -- I , , -._.� I I € i J.Y.' "} - - - 3 Imo- - I I I I 4 3 - 1 ; s i f ; - _. 1 I _.. \\ '; ,Jll... i, FTT f; ' •-�- _.._r_.• ti 1 I I BOBRICK B-265 . ... I TA 3 TOILET ACCESSORY BO C TA-4 TOILET ACCESSORY-BOBRICK B-270 Date of First Issue: E _ I HI l I � . . III 111 1 'H I I d li ! H_ I 1 i ` . \ \ Project TA-5 TOILET ACCESSORY-BOBRICK B-4369 No: 16.24752.00 b'-0 TA-6 TOILET ACCESSORY-BOBRICK 818615 Sheet Title GB-1 GRAB BAR-BOBRICK SERIES B-6806 36" BAR EN LARG ED FLOOR GB-2 GRAB BAR-BOBRICK SERIES B-680642"BAR PLANS & ELEVATIONS SHW-1 SHOWER-AMERICAN STANDARD 1662.221.CONTRACTOR TO PROVIDE WOMEN'S RR 133 SOUTHREFER PLATED SHOWER DRAIN. II _ II SHEET SHW-2 SHOWER SEAT-BOBRICK B-5181 a2 5) 112 - 11-0 M 5HW 3 SHOWER CURTAIN ROD-BOBRICK B-6047 Original drawing is 42 x 30. Do not scale contents of this drawing. COio F O R tc C E S S I B I L I TY SHW-4 SHOWER CURTAIN BOBRICK 204 3 Sheet Number COMPLIENCE / Ii I II / 111 € € 1 , Fl / ; I IR / Ii '•,--4..041-4-41---L--4-• 4:47.--1-•-1-4-14 ---- 44-... ,,,g / IH ,, , , , , „ „ , , , 1 1 - i t I i � , , „ , , , „ /� I-1.2,-hi_ ,.1-.- I _ 'I , , , 1 it ir / ,N . . � 1 , ____i . FARMERSI ii I . .................________ -r ./ i ' / i I I __ rL I INSURANCE 4� ! sow, 1 . I 1.11€ .Ids-. o �. C Project _ rI \ FARMERS HILLSBORO I , _ ) , . , i _ Hil f I�- 3 I ] I in \\ 1-----H-t f-li : 1 1 li • ._- OFFICE RELOCATION ! �\ I ; I € \ \ \ Prepared For FARMERS INSURANCE TIGARD, OR Contract No: 16.24752.00 CLO. WOMEN'S RR 111 SOUTH MEN'S RR 115 EAST MEN'S RR 115 NORTH 112" 1'-0' 112 1-0" 1/2" 1-0" 0 0 + g 0 HeIlm��tF�. Obata + Kassabaum; Inc. 9530 Jefferson Boulevard Culver City, CA 90232 USA �❑ t +1 310 838 9555 f +1 310 838 9586 All reproduction& intellectual property rights reserved el —_—_—_= (717 2Q15 F — 4 — - In Association with -14 2 . SYSKA HENNESY GROUP CR MEP 330 N. WABASH AVE. SUTE 1505 —D 0 1 CHICAGO, IL 60611 _ FCT 3 GB-2 TA 5 J /0 92 SECURITY I TEL: 312.588.3560 r-, SNK-1 TA-2 TA$ �, 4'X$' PLYWOOD VWVW.SYSKA.COM TA-3 �TAS � 5-20 QUAD �.>TBUILDING POWER° SNK-3 �� @92 ATTMDF ACCESS TO I' ra.Frwcs:CNTK-_21 WALKER DUCT i (----- `--+ CR 20 AMP DED 113 I �l ,€ , QUAD OUTLETS WOMEN'S RR - TA I @ 92"ATT L 6-30 @ 18"AFF 117 FCT-1 \ L11- - - L \ A403 3 SNK-1 `\ - - - - FCT-2 I 1 ` `-� 1 / L c�i rn 18"A \ TA-1 TA-1 EL1A-1 LT F11100 LitE0/ .WC ® • I \ 92C '2 Q92 92GB2 PT 1 / \ -� FCT 2 1_�. .j. \\ Key Plan TA-2 1! r \ �� TA-3 / �� _ 'TA-4_ ' L E L L L 1r i_i \ L - - - L 1 � II� 1 �1 �� WG1 li 6� to v ` 20 AMP \ / GB-1 DED QUAD OUTLET ELEC a , - , A 0:11 0 0 0 / @• 92"AFF , 119 U \ \ ,per // t G B-1 .. �_ ZAD / WC-1 � �� i I I I /, �l TA-2 N t URN-1 /, r GB-2 PT-1 — PT-1 _ ,/ Q I D F ROOM #113 Professional Seals (.\\ FCT-1NR / `-' 11411= 1'-0" - t 2 S / / ITA-1 FCT-2'�� \\ . _ _. /, r WC-1 A403 1 r i r FCT-11 MEN'S RR SNK-1Aar- 7o !118 FCT-2Er / L _I kali C TA-5 / ENLARGED WOMEN'S 206 & MEN'S 115 No. Description Date ________ CO .. 1 Issue REVIEW June 27 2017 RESTROOM PLAN WOMEN'S RR 111 EAST CO 2 90%Issue for Sid 8 Permit July 07 2017 114"= 1'-0" 112" = 1'-0" I t I GROUNDING 20 AMP DED QUAD BUSBAR , @92" \A\N. - / L5-30@+1s EQUIPMENT LIST 92 - - 692 _-. -- — L — AR ---..------ _ _ ______ __.__— ---._ SNK-1 UNDERMOUNT BATHROOM SINK-KOHLER K-20000 . U C ' — ._........................ - —..-...-..........-.. -.-_._-.-.-...-.........- 105 =L------- iDF SNK-2I WALL MOUNT BATHROOM SINK-KOHLER K-2035-4 SNK-3 MOP SINK-ACIRB TERRAZZI-WARE TDF-24 SINK FAUCET-KOHLER K-15240-4NDRA _- -- _ _ - j -- - j FCT-1 - I FCT-2 SOAP DISPENSER-BOBRICK 8822 • g -_-____--................._-_ __..__._.._ 0 : 1 I� / FCT-3 MOTHERS ROOM FAUCET-AMERICAN STANDARD 7074.550 -----.--... - II / PT-1 TOILET PARTITION-ASI GLOBAL PARITIONS STAINLESS STEEL METAL-FLOOR -- - - - - - - I ANCHORED OVERHEAD BRACED - -- WC-1 ADA TOILET-AMERICAN STANDARD 2854.016 ----......_....-.----..........................___-._- WC-2 TOILET-AMERICAN STANDARD 2858.016 URN-1 URNIAL-AMERICAN STANDARD 6541.511 OR3),ENLARGED PLAN I D F ROOM #105 TA-1 TOILET ACCESSORY-BOBRICK 83579 114"= 1'-0" TA-2 TOILET ACCESSORY-BOBRICK B-221 TA-3 TOILET ACCESSORY-BOBRICK B-265 Date of First Issue: TA-4 TOILET ACCESSORY-BOBRICK B-270 Project No: 16.24752.00 TA-5 TOILET ACCESSORY-BOBRICK B-4369 Sheet Title TA-6 TOILET ACCESSORY-BOBRICK 818615 GB-1 GRAB BAR-BOBRICK SERIES B-6806 36"BAR ENLARGED FLOOR GB-2 GRAB BAR-BOBRICK SERIES B-6806 42"BAR PLANS & ELEVATIONS REFER T SHEET AO2 3 SHW-1 SHOWER-AMERICAN STANDARD 1662.221. CONTRACTOR TO PROVIDE PLATED SHOWER DRAIN. 2 SHW-2 SHOWER SEAT-BOBRICK B-5181 0 cOD o SHW-3 SHOWER CURTAIN ROD-BOBRICK B-6047g FOIR A E l B 1 L I TY Original drawing is 42 x 30. Do not scale contents of this drawing o Sheet Number io SHW-4 SHOWER CURTAIN-BOBRICK 204-3 r` COMPETENCE A40 3 4'-10" 6'-3" / / w r - -0- - 11r — U — 7 I 1 / 10 EQ.PANELS / sa i III F A R M E R S I 1 I I I Sim _ 2' 4" 10 P 2' 4" M A962 ; [ N S �J R A N E r -1 / \ / N. / \ / \ / \ / \ / N. 1 7 \ / \ xPL i PL < PL i ( >< I I > 170s' 4 – \ / N 1 / / 0 / \ / \ v / \ ` N.1 N \ / \ Project t 1 \ , \/ ' < \ / x \ / x \ � �^ \ / / - •\. ' �, ' \ FARMERS HILLSBORO — J — \ / \ / \ / \ / OFFICE RELOCATION 1 4 \ / \ / \ / \ / 4 3 _ w v v U N - - _ 1 Prepared For ii PL • - FARMERS INSURANCE o5S1H-4-1Vi-N- - — -1 \ 4E1.1II Z\I Dili 3 2 4I 3 — — TIGARD, OR Fl rl _ o \ — I \_ I ' C• •, — — ` - - i:) Contract No: 16.24752.00 , il I— —1 I— —I /II _/I_I — - - - I it I / ' II © / N > 3 - 3 3 1 II I b - I r- 10 1 I I I '< � � � \ / 1 I I 1 N 3 l _ _ I I_ _I / N N. / / 1 _ _1 l_ _I ilLfI::: ,4 TT �� �- J o — — - 7 Sim 3 Sim 1 Sim 5' 10118" 1 v\ F `_ li 1 ILH A962 7 2 A404 5 A961 A961 VERIFY W/EQUIP. � � '' Z. M I E f I 2' 7 318" 3' 0 71$" 3'-0" 5' 11 112" 2' 6112" 4iII 1`0 I3 / / / / / /HOLD ittennt*.IVY ' n 0 1 i 11 1 7 A404 �.� �«�,� � I ( LOUNGE 103 WEST LOUNGE 103 SOUTH Hellmuth, Obata + Kassabaum, Inc. 2 3� 9530 Jefferson Boulevard - - Culver City, CA 90232 USA LOUNGE t +1 310 838 9555 f +1 310 838 9586 103 All reproduction& intellectual property rights reserved CI 2015 In Association with SYSKA HENNESY GROUP MEP — J 330 N. WABASH AVE. SUTE 1505 1 1 CHICAGO, 1L 60611 TEL: 312.588.3560 0 WWW.SYSKA.COM 1 1 4 5'-0" Jr �\ ./N.L 3'0' V \ / \ l I / \ / \ r EllILlo: \ / \ /A404 Sim ^ Sim 1 1 3 / 4 — \ A96V A� gg1 Key Plan __F = = = 7 r = t. = i_ I III 1 _ _; zo _ re „///7 1 II I z_ r7N I 111 I I E \ - \PL / \ o / /< I 2 I > — < > N \ \ i \ / \ / Jr 4'-10” 6' 3" _ N il/ I— Z ,l' 5'-11 114" 1'-2" 3' 0" 1' 1" 3' 0" n0:3 VERIFY W/EQUIP. / / 11'3" / / // 1 112"' il 1/2" ill3'-0Professional Seals N 0ENLARGED PLAN - LOUNGE 103 >�- LOUNGE 103 NORTH4) LOUNGE 103 ISLAND EAST LOUNGE 103 ISLAND NORTH 112" 1'-0" 1/2" = 1'-0" 1/2"= 1'-0" 112"= 1'-0" 4 ___-, likedi ibkrisma\ / N / No. Description Dote SS 1/ / / 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 ,,,,,- PL 2 0 (7LOUNGE 103 ELEVATION _____.__ EQUIPMENT LIST 00 TURNSTYLES;ALVARADO SU500 1 REFRIGERATOR,GC FURNISHED/INSTALLED; FRIGIDAIRE FGRU19F6QF ' " " - ------- - -- 2 FREEZER,GC FURNISHED/INSTALLED; FRIGIDAIRE FGFU19F6OF -� -- � 3 DISHWASHER, GC FURNISHED/INSTALLED; GE#GLDT696DSS I 4 MICROWAVE,GC FURNISHED/INSTALLED; FRIGIDAIRE FGMO205K-F WITH TRIM KIT - - - - -- 5 I DISPOSAL,GC FURNISHED/INSTALLED; INSINKERATOR BADGER 5 CONTINOUS FEED 6 WATER FILTER, GC FURNISHED/INSTALLED; (FILTERED WATER TO: SINK FAUCET, _......._................ COFFEE MAKER(S), REFRIGERATOR/ICE MAKER) ; SPEC _._......_....................... 7 INSTA-HOT-COLD,WITH WATER FILTER,GC FURNISHED/INSTALLED; INSINKERATOR INVOLVE WAVE HC-WAVE-S5 8 COFFEE MAKER,OWNER FURNISHED/INSTALLED _.... _—___ 9 ICE MAKER,SCOTSMAN PRODIGY PLUS C0530 Date of First Issue: 10 LOUNGE FAUCET,GC FURNISHED/INSTALLED;KOHLER K-596 Project No: 16.24752.00 11 LOUNGE SINK, GC FURNISHED/INSTALLED; CAPE CORY K-5864 Sheet Title 12 AV SYSTEMS EQUIPMENT RACK(COORDINATE WITH AV DRAWINGS) ENLARGED FLOOR AV FURNISHED/INSTALLED 13 PRINTER, OWNER FURNISHED/INSTALLED PLANS & ELEVATIONS 14 COPIER, OWNER FURNISHED/INSTALLED 15 FLAT SCREEN MONITOR(COORDINATE WITH AV DRAWINGS)AV FURNISHED/INSTALLED a_ Original drawing is 42 x 30. Do not scale contents of this drawing. Sheet Number i 0 fl ti 0 A404N coo iti 2 Sim - 314"TEMPERED LAMINATED GLASS AL. FRAMED `��' A930 F A S , _ , _ _ / _ _ INSURANCE • Project (------- GRAPHIC OPEN GRAPHIC _ FARMERS H I LLS BORO FILM (TYP) FILM( ) J P BEYOND E. 4 Sim // 3 Sim OFFICE RELOCATION 11 A930 A930 Zo Prepared For 9 Sim �--"-- B�� Ssm I� FARMERS INSURANCE A930 A930 TIGARD, OR • Contract No: 16.24752.00 / 13-0 / EQ EQ EQ EQ EQ EQ EQ EQ / / / / / / /— -/ / / / LOUNGE 103 NORTH ELEVATION (2) LOUNGE 103 EAST MAIL ROOM 143 NORTH 3/8 0 318 1.-0" 01111 (.1) 318"= 1'-0" Hellmuth, Obata + Kassabaum, Inc. 9530 Jefferson evard P 1 P Culver City, CA 902321USA t +1 310 838 9555 f +1 310 838 9586 P .. �/, • All reproduction 8, intellectual property rights reserved O \ 2015 \ / In Association with \\ /i \\ SYSKA HENNESY GROUP P 3 rd / \\� �/ 3 3 MEP 330 N. WABASH AVE. SUTE 1505 3 \ / CHICAGO, IL 60611 _ N. / TEL: 312.588.3560 Sim WWW.SYSKA.COM \ , L 1 3 Sim 3 Sim 4 Sim 8 Sin �\ /� 8 Sim 3 Sim 4 aim - B 3L A961 \Age PL A961 A961 [..EL A961 i A961 3L A961 O A96, 0 l _..,_ • / n . - / , . _ _ / ft PL 7 f \ / ft \ / fr \ 20 / P� n \ o � 1 PL o MITI. o EN \ \ L — L I I — 5' 6" 'll„ 8 EQ. PANELS I \ 2-3' L 3 0 2E0 PANELS ` 8 0 - $ -0 - �• L VERIFY W1 EQUIP, 'I - /� 5 EQ.PANELS 5 EQ.PANELS 4 Key Plan CLO. COPY ROOM 116 SOUTH MOTHER'S ROOM 111 EAST 6 i HALLWAY 146 SOUTH _ i 318"= 1'-0" 318 - 1'-0" 318 = 1'-0" r 1 1 1 n —JI II II IL_ C C ._ L E 5'-0" =l L d Inl 1C `.\ ,/ 5' 5 g„ /,`�\ Professional Seals 1 lul C / �. ir L C i y . / AO kir—, Sim �� ` 3 / PL �\ / 01-1p751 �� C 3 A961 3 Sim 4 Sim /, C 1 ` — / A961 PL A961 ` / I T3 T �� \�` Sim `' �'// No. Description Date ftPL ft . 1 - \ �/ `� 16 S `n 16 Sl rn �' 1.. 90%REVIEW June 27 2017 < 3 .2 % // A913 to A913 2 Issue for Bld&permit July 07 2017 ----. .---- `-.... .--- : 7 1 : 0 El t-6" 'i p-6' 'I l'-6" 'I T-6• , _ \i i n n 1M1= n ///////// \L /i _...-..- ----- - - 0 OPEN OFFICE 004 �� LOUNGE 103 - SOUTH WALL 318"= 1-0" MULTI-PURPOSE 141 NORTH 318"= 1'-0" --- S318"= 1'-0" . / \ — -- / \ / / \ \ � \ -._._...-...._.._....-..-_................_..........-.......-......._-.-..- � \ \ � \ \ i \ \ � / \ \ ''/ // MIRROR 5 __ ............. ............. --...-.- —.. - - - \ \ \ / / Date of First Issue: \ \ , , \ , , , Project No: 16.24752.00 \N \\ / / Sheet Title INTERIOR ELEVATIONS 0U GYM 136 - NORTH f� Original drawing is 42 x 30. Do not scale contents of this drawing. 'I'0 318"= 1'-0" Sheet Number io r- e---) ca N co ti a e, A 5 NI FARMERS INSURANCE EQQ 8'-0118" EQ "I ALIGN i_______I I_I il-r i Project n IF II n- FARMERS HILLSBORO OFFICE RELOCATION - � r 1 , - 2 Prepared For \\ \\\ \N \\ \\ \\ \\...,„\\\...\ \\....,, ,\.„,\ - - FARMERS INSURANCE TIGARD, OR ' [ \\. \\ \\ \\ \ \` , . \` \\ \\ '\\ \\ Contract No: 16.24752.00 . , [ \\` \\ \ \ \\ \\ , [ \\ \\,. \\ \\ ,\ , \\ \\, `., \\, \\ . o® 0. 111 11 \\' \\ \\ \\ \`: LVT \\ \\ \\ \V .� v\� \; -vVv \\ \\\ 3 RB 1 \ \\ \ \\ `\ \ ' \\ \.-N, ,, \\ \\ Heuumuth, Obata + Kassabaum, Inc. 9530 Jefferson Boulevard \\ \ `-v \ ` \\,: A\ \v \\ Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 • \\ :\‘‘,. -.\\ \ \\\ \\ \\\ . \\ \C \\ \ An eproduction& intellectual property rights reserved In Association with 'v\ •\v \\. \` \V - L `\ \v \ \\ \\ SYSKA HENNESY GROUP MEP 330 N. WABASH AVE. SUTE 1505 I - CHICAGO, IL 60611 `, \\ \\ \\ \\�_ N . .\\: `\. \\ ' \ TEL: 312.588.3560 ;. , , . : ,9 . VVVVW.SYSKA.COM \.• \\' \\ \\ \ ,' \\ \\ \ \\ \\ N\ \\ \ \\ \\ NN \\. \\ \\ \\ \\ \ \\_ \\ \ yy„. \\ \` \\\, \\_ 1 \V ' \v v\ \, ' yv `\ ' \v N ' \\ " -- l' Key Plan \\ \\ \‘\ \ \ \\ \ \\ \\.\\ -\`\ \\ \ [I H I •\ yvv y\ \v ,\ \ V `,\ l i ; ii , 1 , -'- \\_ '• \ v\ `\ N N\ v\ \\ \\` . 1111',-1 - . N.. ,\ \ \ \\ \ \`,, _ i_ - r_ ii __. -.�.-...r. - \\ \V '\ \\ ',\ Professional Seals I li----7 I / 1 ko 4,-, 1 j N , ., _______ __- No. Description Date ENLARGED FLOOR FINISH PLAN 1 90%REVIEW June 272017 1 2 Issue for Bid&Permit July 07 20177 .:1-"-- Date of First Issue: Project No: 16.24752.00 Sheet Title ENLARGED FLOOR & RCP PLANS h. Original drawing is 42 x 30. Do not scale contents of this drawing. V 0 Sheet Number chi N. T 0 A6O2N Co t1 DOOR TYPE DIAGRAMS GENERAL NOTES 1. DOOR AND FRAME ASSEMBLIES SHALL COMPLY WITH ALL SCHEDULED REQUIREMENTS,GENERAL NOTES& GLASS TYPE LEGENDS, DOOR AND FRAME DETAILS,AND PROJECT SPECIFICATIONS. AS SCHEDULED 7"UON 7"UON 2. "OPENING IDENTIFIERS"INDICATED ON THE SCHEDULE IDENTIFY DOOR-FRAME ASSEMBLY TYPES,WHICH ARE u l to SHOWN THE DOOR TAG FOR EACH DOOR OPENING ON THE FLOOR PLANS. ir= EM � ‘11MIMI ? < li > "' z 3. "DOOR PANEL TYPES" AND"FRAME TYPES'INDICATED ON THE SCHEDULE REFER TO THE"DOOR TYPE DIAGRAMS' og AND"FRAME TYPE DIAGRAMS",AND"CONSTRUCTION TYPES","FINISH TYPES","GLASS TYPES"REFER TO F- CORRESPONDING LEGENDS SHOWN ON THE DOOR SCHEDULE SHEET. r z GLASS TYPE AS Sh' f.ct 1 Q'_ CO SCHEDULED 4. DOOR WIDTH AND DOOR HEIGHT INDICATE THE NOMINAL DIMENSIONS OF EACH DOOR LEAF(SHOWN IN INCHES). 00 O DOOR WIDTH FOR ASSEMBLIES WITH A SINGLE DOOR LEAF IS INDICATED BY"DOOR WIDTH 1"("DOOR WIDTH 2" IS FARMERS cioo BLANK). DOOR WIDTHS FOR ASSEMBLIES WITH PAIRS OF DOOR LEAVES ARE INDICATED BY"DOOR WIDTH 1"AND o "DOOR WIDTH 2".ACTUAL DOOR DIMENSIONS SHALL COMPLY WITH HEAD-JAMB-MULLION-SILL DETAILS AND DOOR SPACING AND CLEARANCES AS SPECIFIED. NOTE THAT ALL DOOR THICKNESSES ARE 1-314",UON. INSURANCE ¢Lu, Lua,� , 5. FRAME ASSEMBLIES SHALL COMPLY WITH "HEAD-JAMB-MULLION-SILL"DETAILS AS SCHEDULED. TG2 TG1 FG F DETAIL NUMBERS REFERENCE SHEET A931, UON. TEMPERED GLASS TEMPERED GLASS FULL GLASS FLUSH 6. "FIRE RATING"SYMBOL INDICATES THE FIRE RATING MINUTES FOR EACH ASSEMBLY,AS INDICATED BY THE"FIRE RATING LEGEND"ON THE DOOR SCHEDULE SHEET. NOTE: Project -GLASS LIGHT DIMENSIONS ARE TO EDGE OF EXPOSED 7. "HARDWARE GROUP"NUMBER REFERS TO GROUPS SHOWN ON THE DOOR SCHEDULE SHEET,AND GLASS REQUIREMENTS INDICATED BY THE"INTERIOR HARDWARE TYPE" LIST,'HARDWARE TYPE NOTES",AND PROJECT FARMERS H I LLSBORO -LOUVER DIMENSIONS ARE TO EDGE OF EXPOSED LOUVER SPECIFICATIONS. OFFICE RELOCATION FRAME TYPE DIAGRAMS 8. "TYUEE REMARKS"REFER TO REQUIREMENTS INDICATED BY THE"TYPE REMARK LEGEND"ON THE DOOR SCHSHEET Prepared For DOOR TYPE LEGEND FARMERS INSURANCE F FLUSH PANEL DOOR TIGARD, OR Sim BF BI-FOLD DOORS-FLUSH PANEL HEAD 1 Slm 1 HIEAD7 GLASS TYPE AS 1 HEAD D DUTCH DOOR-FLUSH PANELS Contract No: 16.24752.00 A930 SCHEDULED A930 FG FULL-WIDTH GLASS PANEL,WITH DOOR RAILS I STILES 1 6 �g30 4'-0" FN NARROW-WIDTH FULL HEIGHT GLASS LITE IN FLUSH PANEL DOOR I I / / N NARROW-WIDTH GLASS LITE AT TOP OF FLUSH PANEL DOOR I NH HORIZONTAL NARROW-WIDTH GLASS LITE AT TOP OF FLUSH PANEL DOOR 4 Sim /r Sim TG TEMPERED GLASS DOOR, MET TOP/BOTTOM RAILS mrm MULLION DOOR TYPE AS --- - 4 UF UNBALANCED PAIR OF FLUSH PANEL DOORS A930 SCHEDULED I DOOR TYPE UTG UNBALANCED PAIR OF FLUSH PANEL DOORS, FULL-WIDTH GLASS LITE AT PRIMARY LEAF A930 AS '',,,.:', WON 's.'*' DOOR TYPE AS Sim Sim Sim SC-- . LE§im MULLION 4. A SCHEDULED 3 6 3 FRAME TYPE LEGENDAaz ism JAMB JAM JAMB s JAMB A930 A930 A930 A930 GLASS TYPE AS -- — SCHEDULED 01 STANDARD 3 PIECE DOOR FRAME 02 DOOR FRAME WITH SIDELIGHT-SILL MOUNTED AT FLOOR 03 DOOR FRAME WITH DOUBLE SIDELITE -SILL MOUNTED AT FLOOR I , 04 DOOR FRAME WITH MULTIPLE LITE GLAZING-SILL MOUNTED AT FLOOR 04 05 DOOR WITH FLUSH TRANSOM MOUNTED IN 3-PIECE FRAME FRAME 8 Sim 02 01 8 Sim FFRAME 06 DOOR WITH FRAMED TRANSOM Hellmuth, Obata + Kassabaum, Inc. 07 DOOR WITH FRAMED TRANSOM AND SIDELIGHT-SILL MOUNTED AT FLOOR A930 SILL { A930 SILL 08 DOOR WITH SIDELITE(S) AND SILL MOUNTING HEIGHT AS INDICATED BY THE FRAME DIAGRAM 9530 Jefferson Boulevard �- 09 SPECIAL CONDITION DOOR FRAME, REFER TO DETAILS Culver City, CA 90232 USA W1 GLAZED LITE FRAME, NUMBER INDICATED BY FRAME TYPE MODIFIER, NO DOOR t +1 310 838 9555 f +1 310 838 9586 WIDTH AS INDICATED WIDTH AS INDICATED VI TH A,WDICATED WIDTH AS INDICATED WIDTH AS INDICATED WIDTH AS INDICATED WIDTH AS INDICATED All reproduction&intellectual property rights reserved d Or -, r DOOR & FRAME CONSTRUCTION TYPE LEGEND 2015 In Association with DOOR TYPE AS Sim DOOR TYPE AS Sim Sim SYSKA HENNESY GROUP 2 ' HEAD DOOR TYPE AS SCHEDULED HEAD SCHEDULED SCHEDULED I HEAD GL GLASS-GLASS TYPE AS SCHEDULED MEP A930 �93� A930 HM STEEL HOLLOW METAL DOOR&FRAME ASSEMBLY 330 N. WABASH AVE. SUTE 1505 • SS STAINLESS STEEL HOLLOW METAL ASSEMBLY CHICAGO, IL 60611 � \ WD WOOD AS SCHEDULED TEL: 312.588.3560 GLASS TYPE Sim GLASS TYPE Sim GLASS TYPE Sim WWW.SYSKA.COM AS 3 JAMB AS 3 JAMB AS allllllllll� 3 am JAMB FINISH LEGEND SCHEDULED o A930 SCHEDULED w 7 0 A930 SCHEDULED w A930 C.) 7 7 / / cC.) C.)iAA ALUMINUM AS SCHEDULED DOOR z '0 AA FACTORY FINISH SCHEDULE ¢ Sim Sim ¢ SILL NA NOT APPLICABLE 4 MULLION 3 MULLION o PL PLASTIC LAMINATE . 7 7 A930 LT,= 7 A930 ill PT PAINTED FINISH AS SCHEDULED T SS4 STAINLESS STEEL, BRUSHED SS7 STAINLESS STEEL, POLISHED DOOR SCHEDULE (INTERIOR) WW4 Sim WW2 WW1 Sim TR TRANSPARENT FINISH AS SCHEDULED GLAZED ' 8 ` SILL GLAZED 8 Sim GLAZED 8 ' N WINDOW WALL c A930 WINDOW WALL SILL WINDOW WALL { A930 SILL A930 GLASS TYPE LEGEND 111 w w CL Q N Key Plan Q2 2 0 GL-1 114"GLASS, CLEAR r N W = _ _ W I— Q W GL-2 114"TEMPERED GLASS, CLEAR wLL Q 0 0 Q 2 n J Z GL-4 318"TEMPERED GLASS, CLEAR Jill _ _ GL-3 114"FIRE RATED GLASS ASSEMBLY a w ,� 0 w w s= a HARDWARE GROUPS INTERIOR HARDWARE TYPES GL-5 112"TEMPERED GLASS, CLEAR = LL w w w w ~ ~ GL-6 LAMINATED GLASS ASSEMBLY,CLEAR Ce re Ce re re eG 5 5 5 5 CI 01 GROUP 1 -LATCHSET: 11 GROUP 11 =PAIR DOOR TYPE TG: HARDWARE TYPE MANUFACTURER PRODUCT NUMBER/REMARKS J J 0 0 0 0 0 0 w W DoorSideli w Ce 2 PAIR BUTT HINGES 2 CENTER PIVOTS O O O O O O g g g g i0 CI 1 Q1 LATCHSET 2 FLOOR CLOSERS ASTRAGAL PEMKO, OR EQ 355_S Mark p 0 0 13 13p U- LL w V) 6 teWidth3 Li 1 I COMMENTS 1 DOOR STOP 2 PAIR DOOR PULLS AUTOMATIC FLUSH BOLTS IVES, OR EQ FB41PxDP2 FIRE RATING LEGEND i 1 COAT HOOK(PRIVATE OFFICES ONLY) 2 ANGLE STOPS AT HEAD BUTT HINGES HAGER,OR EQ RR1'70 AAP)Y &117 I inki TG1 MTLOO 3'-1 8'-6 314" 61TG COORDINATE HARDWARE WITH OWNER&PROJECT SECURITY n 13116" 02 GROUP 2-LOCKSET: 12 GROUP 12-PAIR DOOR TYPE TG, MAGNETIC CARD KEY ACCESS PROJECT STANDARD CONSULTANT -- NO RATING 001 F 3'-0" 8'-0" 02 GL-02 1'-6" H01 2 PAIR BUTT HINGES LOCK&CARD READER: 20 20 MIN RATED DOOR, GLASS AND FRAME ASSEMBLY AS 002 F 3-D" 8' 0" 02 GL-02 1' 6" H01 1 LOCKSET 2 CENTER PIVOTS CENTER PIVOT RIXSON H340 CENTER TOP PIVOT(BOTTOM PIVOT INCLUDED WITH FLOOR CLOSER) SCHEDULED --- 1 DOOR STOP 2 PAIR DOOR PULLS 45 45 MIN RATED GLASS AND FRAME ASSEMBLY AS SCHEDULED Professional Seals 003 F 3'-0" 8'-0" 02 GL-02 1'-6' H01 1 COAT HOOK(PRIVATE OFFICES ONLY) 2 FLOOR CLOSERS CLOSER LCN,OR EQ 4030, LOCATE IN ENCLOSED ROOM&DETERMINE HAND BY DOOR LAYOUT, UON NOTE THAT DOOR IN THIS ASSEMBLY SHALL BE 20 MIN RATED UON — 004 TG1 MTLOO 2'-11 8'-4 314" 61TG EXISTING TO REMAIN PROVIDE A CONTACT ONLY 1 MANUAL FLUSH BOLT(BOTTOM INACTIVE LEAF) CONCEALED CLOSER LCN,OR EQ 3130 60 60 MINI RATED DOOR, GLASS AND FRAME ASSEMBLY AS / N. 7/8" 03 GROUP 3-LATCHSET&CLOSER: 1 MAGNETIC LOCK(FAIL SAFE) - SCHEDULED • 005 F WD 3'-0" 8'-10" 01 H05 2 PAIR BUTT HINGES 1 OCCUPANCY SENSOR(OPPOSITE SIDE) COAT HOOK PETER PEPPER, OR EQ 2039AL 90 90 MIN RATED DOOR, GLASS AND FRAME ASSEMBLY AS 1 LATCHSET SCHEDULED i� F } 012 F WD 3' 0" 8' 10" 02 GL D2 4' 4" H01 COORDINATOR IVES,OR EQ CORxFLxPAINTED 020A F WD 3' 0" 8' 10" 01 H02 1 CLOSER 13 GROUP 13 PANIC HARDWARE: 180 TED DuOR AND-FHRIvrE ASSE1vlsa Y AS SCfitOULED 023A F 3'-0" 3-0" 8' 10" 01 H01 EXISTING TO REMAIN 1 DOOR STOP 2 PAIR BUTT HINGES DOOR PULL ELMES G52-01-001-LI1200, POLISHED STAINLESS STEEL TYPE R E MARKS t 1 SET GASKET(FIRE RATED&ACOUSTIC RATED ASSEMBLIES 1 SET PANIC EXIT DEVICE 0246 TG1 MTLOO 3'-1 8'-6 314" 61TG H13 EXISTING TO REMAIN PROVIDE A CONTACT ONLY 1 THRESHOLD(FIRE RATED ASSEMBLIES, UON) 1 CLOSER DOOR STOP IVES,OR EQ DOME STYLE: IVES FS436/438(w/435A RISER AS REQ'D);or HAGER 242F 17132" 1 COAT HOOK(PRIVATE OFFICES ONLY) 1 DOOR STOP DUST PROOF STRIKE IVES,OR EQ DP2 — f / 101 TG2 GL 3'-0 3'-0118" 8'-0" 00 EXISTING DOUBLE CURTIN WALL DOORS UPGRADE TO RECEIVE CAR DEADER 1 SET GASKETS(FIRE RATED&ACOUSTIC RATED 01 ACOUSTIC STC RATED DOUBLE DOOR PANEL ASSEMBLY 118" 04 GROUP 4-LOCKSET&CLOSER: ASSEMBLIES) FLOOR CLOSER DORMA,OR EQ BTS75V-BF SERIES, SIZED FOR DOOR ASSEMBLY 02 AUTOMATIC DOOR OPERATOR DEVICE ASSEMBLY 102A F WD 3'-0" 8'-10" 02 GL-02 4'-0" H01 2 PAIR BUTT HINGES 1 THRESHOLD(FIRE RATED ASSEMBLY, LION) 03 COILING DOOR ASSEMBLY AS INDICATED No. Description Date 1 LOCKSET GASKETS PEMKO, OR EQ 588_W(HM FRAME) 04 CONCEALED FLUSH MOUNTED DOOR ASSEMBLY 1026 F WD 3'-0" 8' 10" 02 GL-02 4'-0" H01 05 CUSTOM DOOR -FRAME ASSEMBLY AS INDICATED 1 90%REVIEW June 27 2017 1 CLOSER 14 GROUP 14-PAIR PANIC HARDWARE: LATCHSET SCHLAGE L9010,LEVER TYPE 626 SERIES L 104 F WD 3'-0" 3-0" 3-10" 01 H08 06 CUSTOM MOUNTED HARDWARE AS INDICATED 2 Issue for Bid&Permit July 07,2017 1 DOOR STOP 4 PAIR BUTT HINGES 105A F WD 3'-0" 8'-10" 01 H01 1 SET GASKET(FIRE RATED&ACOUSTIC RATED ASSEMBLIES 2 SETS PANIC EXIT DEVICES LOCKSET SCHLAGE L9050,LEVER TYPE626 SERIES L 07 DOOR TYPE ASSEMBLY INCLUDES TRANSOM PANEL A5 INDICATED _....__..._ ._.. 105B F WD 3'-0" 8'-10" 02 GL-02 4'-0" H01 1 THRESHOLD(FIRE RATED ASSEMBLIES, UON) 2 CLOSERS 08 ELECTRONIC HOLD-OPEN 1 RELEASE ASSEMBLY LOCKSET-ELECTRIFIED SCHLAGE L9080EU BB1279ETW HINGES, LEVER TYPE 626 SERIES L 09 ELECTRONIC LIFE-SAFETY!SECURITY HARDWARE ASSEMBLY - • 106A F WD 3'-0" 8'-1D" Oi H01 1 COAT HOOK(PRIVATE OFFICES ONLY) 1 COORDINATOR 10 FRAMED OPENING WITH NO DOOR PANEL ASSEMBLY — ----- 106B F WD 3'-0" 8'-10" 02 GL-02 4'-0" H01- 2 DOOR STOPS MAGNETIC LOCK DORMA,OR EQ 2061 SERIES CONCEALED SHEAR LOCK(FAIL SAFE, UON) 11 GATE ASSEMBLY AS INDICATED • 107 F WD 3'-D" 8` 10" 02 GL 42 4' 0" H01 05 GROUP 5-LOCKSET, L A : 2 SETS GASKETS(FIRE RATED&ACOUSTIC 3 BUTT HINGES RATED MANUAL FLUSH BOLTS IVES,OR EQ FB358xDP2 12 LEAD LINED DOOR/FRAME ASSEMBLY - - — - 108 F WD 3-0" 8'-10" 02 GL-02 4'-0" H0113 REMOVABLE MULLION ASSEMBLY 1 ELECTRIFIED BUTT HINGE ASSEMBLIES) PANIC EXIT DEVICE VON DUPRIN SERIES 98199 14 SLIDING DOOR ASSEMBLY.REFER TO DETAILS TO DETERMINE DIMENSIONS OF DOOR&NET 110 F WD 3' 0" 8'-14" 01 H01 PROVIDE OCUPlEDIUNQCUPIED 1 ELECTRIFIED LOCKSET 1 THRESHOLD(FIRE RATED ASSEMBLY, UON) 111 F 3-0" 8'-10" 01 H01 1 CLOSER SLIDING DOOR TRACK HAFELE USA HAFELE HAWA JUNIOR 402 ASSEMBLY,SIZED FOR DOOR OPENING OPNG 112 F 3-0" 8'-10" 01 _ H01 1 DOOR STOP 15 GROUP 15-SLIDING DOOR: THRESHOLD PEMKO,OR EQ 236A 112A TG1 MTLOO 2'-9 8'-7 314" 61TG EXISTING TO REMAIN PROVIDE A CONTACT ONLY 1 OCCUPANCY SENSOR(OPPOSITE SIDE) 1 SLIDING DOOR TRACK ASSEMBLY GENERAL DEVICE ALIGNMENT DIAGRAM 114" 1 SET GASKET(FIRE RATED&ACOUSTIC RATED ASSEMBLIES 1 PAIR DOOR PULLS 1 THRESHOLD(FIRE RATED ASSEMBLIES, UON) _ 113 F 3'-0" 8'-10" 01 H05 CARD READER 1 COAT HOOK(PRIVATE OFFICES ONLY) 114 F 3-0" 8'-10" 01 H01 INTERIOR HARDWARE TYPE NOTES: 115 F 3-0" 8'-10" 01 H01 06 GROUP 6-PAIR LATCHSET&CLOSERS: _-.. 116 F 3-0" 8'-10" 01 H02 EXISTING TO REMAIN 4 PAIR BUTT HINGES 1. ALL RATED DOOR&FRAME ASSEMBLIES SHALL INCLUDE ALL HARDWARE REQUIRED FOR RATING, —________.___.________..—__ -._-._.........._.._._...................._........_._...... 117 F 3'-0" 8'-10" 01 H02 EXISTING TO REMAIN 1 LATCHSET FOR ACTIVE LEAF&1 DUMMY SET FOR INACTIVE LEAF WHICH SHALL BE UL APPROVED AND LABELED ALIGN DEVICES VERTICALLY -- -- - 1 SET AUTOMATIC FLUSH BOLTS WHERE SHOWN STACKED IN -- - --- -- - —11$ F WD 3'-0" 8'-10" 02 GL-02 4'-0" H01 2 CLOSERS 2. CONTRACTOR TO COORDINATE DOOR HARDWARE HANDING&SIZING,AND INTEROPERABILITY OF COMPONENTS BASED ON PLAN VIEW . .. ---- 119 F WD 3'-0" 8'-10" 02 GL-02 4'-0" H01 1 COORDINATOR SCHEDULED HARDWARE MANUFACTURERS AND REMARKS AND DOOR SCHEDULE DATA AND CORRESPONDING DETAILS 122 F WD 3-0" 8'-10" 02 GL-02 4'-0" H01 2 DOOR STOPS 1F LIFE SAFETY DEVICES-CENTER — - 130A F 3'-0" 8'-10" 01 H01 2 SETS GASKETS(FIRE RATED&ACOUSTIC RATED ASSEMBLIES) 3. ALL HARDWARE FINISH SHALL BE SATIN NICKEL UON ABOVE ELEC DEVICES, SIGNS, -- - - - - 1306 F 3' 0" 8' 10" 01 H01 1 THRESHOLD(FIRE RATED ASSEMBLIES, UON) I T OR FEC BELOW 1 ASTRAGAL(FIRE RATED&ACOUSTIC RATED ASSEMBLIES) 4. ALL WOOD DOOR VENEERS TO MATCH ARCHITECTS SAMPLE(LIGHT WALNUT), PACIFIC ARCHITECTURAL PRODUCTS; 131 F 3'-0" 8'-10" 01 H01 PROVIDE OCUPIEDIUNOCUPIED SPECIES: PS WALNUT R WALL MID SIGNAGE,WHERE — - - 132 F 3-0" 8'-10" 01 H01 PROVIDE OCUPIEDIUNOCUPIED07 GROUP 7-PAIR LOCKSET&CLOSERS: FINISH:62899 SCHED - 133A F 3'-0" 8'-10" 01 H01 4 PAIR BUTT HINGES CONTACT:714 NE 55TH AVENUE 111 133B F 3'-0" 8'-10" 01 H01 1 LOCKSET FOR ACTIVE LEAF& 1 DUMMY SET FOR INACTIVE LEAF PORTLAND,OR 97213 PLAN VIEW 1 ' DOOR LATCH, PANIC nPvi _ • LIGHT SET AUTOMATIC FLUSH BOLTS PHONE 503-284-0024 T F 134 F 3 0" 8' 10" 01 H01 LIGHT SWITCHES, 2 CLOSERS 135 F 3'-0" 8'-10" 01 H01 PROVIDE OCUPIED/UNOCUPIED THERMOSTAT . 136A F WD 3-0" 3-0" 8' 10" 01 • HD1 1 COORDINATOR 5. COORDINATE ELECTRONIC ACCESS CONTROL AND OCCUPANT KEYWAYS WITH BUILDING STANDARDS AND OWNER'S 2 DOOR STOPS REQUIREMENTS TELECOM,OCCUPANCY SENSOR, 136C TG1 MTLOO 3'-1 7'-10 314" 61TG EXISTING TO REMAIN 2 SETS GASKETS(FIRE RATED&ACOUSTIC RATED ASSEMBLIES) FIRE ALARM 17132" _ _ _ 1 THRESHOLD(FIRE RATED ASSEMBLIES, UON) 138 F WD 3-0" 8'-10" 02 GL-02 4'-0" H01 CARD READER, DOOR CONTROL ___ ___._...__...............______.._.._ _—_.._......_.._.___..__-..m_.._....._..._..._.... 139 F WD 3'-0" 8'-10" 02 GL-02 4'-0" H01 08 GROUP 8-PAIR LATCHSET&MANUAL FLUSH BOLTS: DEVICES 140 F WD 3'-0" 8'-10" 02 GL-02 4'-0" H01 4 PAIR BUTT HINGES cn ' 141A F 3'-4" $' 10" 01 H02 1 LATCHSET FOR ACTIVE LEAF& 1 DUMMY SET FOR INACTIVE LEAF z DOOR FRAMEMIALL OPNG WHERE 1 PAIR MANUAL FLUSH BOLTS OCCURS 142 TG1 MTLOO 3' 11 8' 6 314" 61 TG CHAIN LINK GATE PROVIDE LOCK 2 DOOR STOPS Date of First Issue: 1/2" cc VOICE/DATA/POWER DEVICES, Project 1436 F 3'-0" 8'-10" 01 H02 09 GROUP 9-PAIR LOCKSET, CLOSERS&CARD READER: ccn \ 11 , UON No: 16.24752.00 144CEXISTING GARAGE SECTIONAL OVERHEAD TO REMAIN 7 BUTT HINGES ° \ \ FIN FLR AS SCHED Sheet Title 144D TG1 MTLOO 4'-1 8'-7 314" 61TG EXISTING TO REMAIN PROVIDE A CONTACT ONLY 1 ELECTRIFIED HINGE h o 1/2" 1 DUMMY SET ON INACTIVE LEAF o" ' z LOCATE DEVICES 6"FROM 145 F WD 3' 0' $' 10" 01 HOl 1 SET AUTOMATIC FLUSH BOLTS 1- 4 59 g o AS DOOR TYPES & 145P F WO 3'-0' $'-10" 01 H02 2 CLOSERS o DOOR/WALL O,WHEREPNG,OR N 1 COORDINATOR DIMENSIONED,LOCATE OT SCHEDULES 145Q F 3-0" 8.-10" 01 H02 1 OCCUPANCY SENSOR(OPPOSITE SIDE) M NEAREST MET STUD FROM 145S F 3'-0" 8'-10" 01 2 DOOR STOPS ELEV VIEW "— A1/4_ \ %. \ .6-4, T\ LOCATION SHOWN ON FLOOR 146 F 3'-0" 8'-10" 01 EXISTING TO REMAIN PROVIDE A CONTACT ONLY 2 SETS GASKETS(FIRE RATED&ACOUSTIC RATED ASSEMBLIES) PLAN o_ 201 F 3'-0" 8'-0" 02 GL-02 1'-6" H01 EXISTING TO REMAIN UPGRADE TO RECEIVE CAR READER 1 THRESHOLD(FIRE RATED ASSEMBLIES, LION) / / 202 F 3'-D" 8' �" 02 GL-02 1'-6" HD1 6"r UON- . 0 Original drawing is 42 x 30. Da not scale contents of this drawing. 2096 F 3'-0" 8'-10" 02 GL-02 2'-0" H05 10 GROUP 10 DOOR TYPE TG: _ 1 CENTER PIVOT Sheet Number `,`° 1 FLOOR CLOSER 0 1 PAIR DOOR PULLS c., 1 ANGLE STOP AT HEAD A900-3020A-ca TAG STUD WIDTH OVERALL WIDTH 3 314" Air BASE CONDITION FOR SEISMIC 3 3 518" 4 718" SEE HEAD DETAILS CATEGORY A-C 4 4" 5 114" ce ON SHEET A-9XX 6 6" 7114 u_ o r V g*PROVIDE MIL THICKNESS AS REQUIRED TO MEET % .or FLAT CONCRETE SLAB floors,delete the callout bubble and head La LIMITING HEIGHT CRITERIA A5 COMPOSITE L-, I "-tails reference and change the PURPLE notes/dims to standard ASSEMBLY" :;:r uJ ,, ', _ ..gMETAL DECK floors,delete the PURPLE notes/dims. • BOTTOM OF STRUCTURE 1I �{` [i LETS THIS NOTE BEFORE ISSUING] DIAGONAL AND VERTICAL BRACE AT 48"OC. BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE '++' BOTTOM OF STRUCTURE , pr SIZE AND GAUGE AS REQUIRED TO MEET '� + MTL TOP RUNNER TRACK WITH 3"DOWN TURN u LIMITING UNBRACED LENGTH AT 5 PSF [ I APPLIED AT HEAD OF WALL LEGS; DO NOT SECURE TO STUD OR GWB; I I TRACK GAUGE TO MATCH STUD GAUGE A R *PROVIDE MIL THICKNESS AS REQUIRED TO MEET / p WW LIMITING HEIGHT CRITERIA AS"COMPOSITE ASSEMBLY" ' CEILING PANEL + + UVEB STIFFENER AS REQUIRED TO MEET HEAD LIMITING HEIGHT REQUIREMENTS INSURANCE HANGER WIRE AT 4"OC MAX HOLD-DOWN CLIP MET CORNER BEAD @ALL EXPOSED TAG STUD WIDTH_ OVERALL WIDTH TAG STUD WIDTH OVERALL WIDTH L. J OUTSIDE CORNERS PTN ATTACHMENT �,f 40 718" 2"\ illAN0 718" 2" WOOD BLOCKING CLIP �, HEAD HEAD ....,.. THREADED ROD WITH TENSION CEILING ►® ` PROVIDE ACOUSTICAL BATT INSULATION, u ��.11 BOLT TEE >cilia ' EXTEND MIN 24" EACH SIDE OF PTN,AT PTN Project —Am'Z. -- TYPES WI ACOUSTICAL INSULATION FARMERS H I L LS BO RO F-„-- /'�� MTL CLIP ANGLE TYP TAG STUD WIDTH OVERALL WIDTH - `'�,.'" '�,.'' ' ,/ ''-"/ ATTACH MTL FURRING AT CEILING AND TOP , , , I I 2 2112" 3314" ``"+ j, OF GWBOFFICE RELOCATION 7 '` '` I/ \ / I MTL U CHANNEL LATERAL BRACING,TYP 3 3 51$" 4 718" . , / , , 4 4" 5114" � ,, ,` \` '4 .- A�, TAG STUD WIDTH OVERALL WIDTH 441° A. t ' j' Prepared For I I 6 6" 7114" ,', ,, .'� -' E ;_ `` ,; / p IllIPPI _ `_ �s�';t_ Y 2 2112" 3118" --' - _ 1 ';`,___ -- - _- AT SEISMIC CATEGORY D-F ADD ADDITIONAL z_ - , " OVERALL WIDTH I Ll, iILI DIAGONAL BRACE AT 48"OC SIZED TO MEET 'MOO 3 3 5I$ 4114" FARMERS INSURANCE "..T.:,......�..,.. LIMITING UNBRACED LENGTH AT 5 PSF 4 4" 4 518" APPLIED AT HEAD OF WALL PLUS SEISMIC , I 1 �` - 6 6" 6 518" TI CARD, OR + ---- I FACTORS AS REQUIRED — — — — — - *PROVIDE MIL THICKNESS AS REQUIRED TO �'��'`- , I, MEET LIMITING HEIGHT CRITERIA AS"NON 4"MINIMUM SAFB MINIMUM OF 24" z 1 I ;" , ON EACH SIDE OF PARTITION UON SUSPENDED CEILING WHERE OCCURS ;i ="�i COMPOSITE ASSEMBLY BRACED @ 48"OC" Contract No: 16.24752.00 I SUSPENDED CEILING , :OVERALL WIDTH `r DEFLECTION TO BE BASED ON L1240 HEADIII SUSPENDED CEILING SYSTEM 4 ' ' 2:----sr CEILING10 CEILING _ _ UON HEAD ;� `+` ' `` CONT NEOPRENE CLOSURE STRIP \ FOR TILE, STONE, ELEVATOR WALL, , V ETC. - ANCHOR TOP TRACK TO PTN ATTACHMENT CLIP W/2#8 11,-e` ▪ - -` SUSPENDED CEILING MIN SCREWS PER CLIP ` CEILING , I I[ - OVERAL I 1 OVERALL WIDTH - + iiI , _ WIDTH MIN 118"PAF, 1-114"MIN EMBEDMENT, - SHIMS AND/OR BLOCKING ,1\ +- ='~1, ' SAFB PER MODIFIER"A" TYP,WITHIN 1'-0"OF ENDS AND AT 16" �ll,_�_ SAFB PER MODIFIER"A" SHIMS AND/OR BLOCKING - --- MIN 118"PAF, 1-1/4'MIN EMBEDMENT,TYP, I I OR 24"OC MAX TO MATCH STUD ; 1 ''',-:;,...;1" WITHIN 1'-0"OF ENDS AND AT 16"OR 24"OC I SPACING �\ _.-): '`, MIN 118"PAF, 1 114"MEN EMBEDMENT,TYP, ATTACH MTL FURRING @ FLOOR LEVEL TO 'I,- -' �� MAX TO MATCH STUD SPACING AL B " " " MTL STUD SUBSTRATE: 2 #8 SELF TAP AT ATTACH MTL FURRING @ FLOOR LEVEL TO ,- MT OTTOM RUNNER TRACK WITHIN 1- END ANDA i 0 OF S T16 OR 24 OC MAX MT MTL BOTTOM RUNNER TRACK L STUD SUBSTRATE: 2 # F _ - O 8 SEL TAP AT I ::, MASDNRYICONC SUBSTRATE: 2 MIN 118 PAF Nelim .tth Obata Kassabaum Inc. MTL BOTTOM RUNNER TRACK MASONRY/CONC SUBSTRATE: (2)MIN 118" - \ @ 24"OC,TYP, 1"EMBEDMENT11 A ' 1 PAF @ 24"OC,TYP, l"EMBEDMENT --� • I, CONT ACOUSTICAL SEALANT 9530 Jefferson Boulevard CONT ACOUSTICAL SEALANTCl�lver City CA 90232 USA SILL e.,wl►iwri••rz Il >>-; CONCRETE FLOOR SLAB, UON CONCRETE FLOOR SLAB, UON '� CONCRETE FLOOR SLAB, UON ' N `,,�-,, l� SILL t +1 310 838 9555 f +1 310 838 9586 CONCRETE FLOOR SLAB, UON SILL SILL , Ail...... E- SILL � - , CONCRETE FLOOR SLAB, UON , III ' `',r III I, / I v All re::::::1teI1t property rights reserved� Za,5/ / SUBSTRATEASNOTED SUBSTRATEAS/VOTED th 518"GWB,(1)LAYER EACH SIDE 518"GYPSUM BOARD -_SHIM WIDTH; SPACE TO MATCH FURRING CHANNELS, ...-,_ 518"GWB, (1)LAYER ON FINISH SIDE UON SHIM WIDTH; SPACE TO MATCH FURRING CHANNELS, SYSKA HENNESY GROUP . FURRING CHANNELS SPACED @ 16"[24"]OC,UON UON _ MEP will_I_FURRI H „ „ -} ---......_. ... ........�.._-...-.- i ,, NGC CHANNELS SPACED @ 16 [24 ]4C,UON MTL STUDS SPACED @ 161241 OC,UON 330 N. WABASH AVE. SUTE 1505 .� MTL STUDS SPACED @ 16"[24"]OC,UON 1 ----. ,,----. ,----- -- .\,-- --, ,- ---- __................._...- _.-.... _ _.-...__ _...... . _...._.. __._._._. _.-.__ - - CHICAGO, IL 6061 1 Ir�I - r i - ; 518"GWB,(1)LAYER ON FINISH SIDE --- --- - �� r-� � � � • � � � 1, i / 1 i A � 518"GWB, (1)LAYER ON FINISH SIDE ''{-- ``;-- `;-- -'; '�;'- TEL: 312.588.3560 I ® ,) \, / i // „ I/V1/VW.SYSKA.COM / , / / ', i ', / , / , / , / , C� O BASE PLATE FULL WIDTH OF STUD/TRACK x 6" 1 Y SI lel �� I�� MIN x 318"THICK; SECURE TO SLAB WITH(4)318" .- _- ts YYY Y Y Y —11111 EXPANSION BOLTS;2 112"EMBEDMENT,TYP r 2"x2"x114"TUBE STEEL W/TENSION ROD CONCURRENT WITH WITH STUDS,WHERE APPLICABLE,4'- MTL STUDS SPACED @ 16"(24"]OC,UON PLAN 0"OC TYP FIRE RATING: FIRE RATING: FIRE RATING: PLAN TYPE OK NOT RATED TYPE OJ NOT RATED FIRE RATING: TYPE OZ NOT RATED FIRE RATING: PLAN PLAN PLAN TYPE OH NON RATED STC-N/A, TYPE OV NON RATED NEC NIA STC-35, NIC-30 WI 3" MINERAL WOOL BATT&ACOUSTIC SEALANT TYPE Z: FREESTANDING: NON RATED T.,\.(1170,E V: CEILING HEIGHT: NON RATED TYPE K: FURRING ON SUBSTRATE: NON RATEDJ TYPE J: FURRING ON SUBSTRATE: NON RATEDH TYPE H: PARTIAL HT FURRING: NON RATEDKey Plan 3" = 1'-0" 3"= 1' 0" 3" = 1'-0" 3" = l'-0" Li GENERAL NOTES o o z re z 1. REFER TO INDICATED DRAWINGS FOR HEAD DETAILS; HEAD CONDITION AS APPLICABLE TO SUPPORT CONDITION. "-• Q u_ o u- 0 2. PROVIDE TYPE'X'GWB AT ALL SMOKE PARTITIONS. EP, % o w / o , j 3. SMOKE BARRIERS SHALL RESIST THE PASSAGE OF AIR AT THE RATE OF NOT MORE THAN 5.0 CFM/SF AT BOTH [ LL AMBIENT TEMPERATURES&400 DEG F AT A PRESSURE DIFFERENTIAL OF 0.30"WATER COLUMN. v▪ u� v w BOTTOM OF STRUCTURE 1 ,, Q BOTTOM OF STRUCTURE �, iAl �' inAl 4. MOISTURE RESISTANT, PAPERLESS, COATED FIBERGLASS MAT WATER RESISTANT GYPSUM WALL BOARD TO BE A! ' UTILIZED ON THE OUTER LAYER OF ALL PARTITIONS THAT ARE SCHEDULED TO RECEIVE CERAMIC TILE, % \' - - _ %/,�� A.r_-_----- PORCELAIN TILE,STONE TILE OR ANY MATERIAL THAT IS SECURE WITH ADHESIVES OR THIN-SET MORTARS. n \ CONT FIRE&SMOKE RATED SPRAY ON SEALANT ` � '��' ---- 5. PROVIDE 112"CEMENT BOARD AT ALL SHOWER AND TUB LOCATIONS.EXTEND A MINIMUM OF 12 INCHES BEYOND CONT FIRE&SMOKE RATED SPRAY-ON SEALANT - '-+ + WET AREA AS DEFINED BY SHOWER GLASS, CURTAIN, OR TUB EDGE. + --_-,t;1 SYSTEM, BOTH SIDES OF PTN, OVERLAP MIN 1" I + + I BOTTOM OF STRUCTURE I'I ,_;I SYSTEM, BOTH SIDES OF PIN, OVERLAP MIN 1" 6. MOISTURE RESISTANT GWB TO BE USED AT ALL STAIR SHAFTS,ELEVATOR SHAFTS, HVAC SHAFTS, PLUMBING Professional Seals ONTO GWB AND FIRESTOPPING K I I MTL TOP RUNNER TRACK WITH 3" DOWN TURN '-'-- �- ONTO GWB AND FIRESTOPPING \ CHASE, EXTERIOR WALLS,JANITOR CLOSETS, MECHANICAL ROOM INCLUDING BULKHEADS,AND OTHER AREAS ] I i �. . I' I!._J _..- MTL TOP RUNNER TRACK WITH 3"DOWN TURN -� MTL TOP RUNNER TRACK WITH 3'DOWN TURN LEGS: DO NOT SECURE TO STUD OR GWB; � -- - - ,- I + + I -•-� z � - -�•� + ,�, ,� WERE MOISTURE COULD OCCUR AND AS SPECIFICALLY SCHEDULED AND/OR NOTED. I + ------'1: i' LEGS; DO NOT SECURE TO STUD OR GWB; TRACK GAUGE TO MATCH STUD GAUGE ' I N LEGS; DO NOT SECURE TO STUD OR GWB; 7. PROVIDE UL COMPLIANT FIRE AND SMOKE STOP SYSTEMS AT ALL HEAD OF WALL, BOTTOM OF WALL AND FOR ALL N •��� TRACK GAUGE TO MATCH STUD GAUGE HEAD _ ��' TRACK GAUGE TO MATCH STUD GAUGEPENETRATIONS AND AS SPECIFICALLY SHOWN OR SCHEDULED. WEB STIFFENER AS REQUIRED TO MEET M �' M s N DRYWALL SCREW,TYP;ATTACH BOTH SIDES OF LIMITING HEIGHT REQUIREMENTS - 8. ALL BRACING AND UNBRACEDLENGTHSTO BE DESIGNED AND BASED ON SSMA(STEEL STUD MANUFACTURERS `I "'I {` e "'I - DRYWALL SCREW, TYP;ATTACH BOTH SIDES OFASSOCIATION)PRODUCT TECHNICAL GUIDE [www,ssma.com]. GWB TO STUDS ONLY: STARTING 314" BELOW LEG \ GWB TO STUDS ONLY, STARTING 374"BELOW LEG ' OF TOP TRACK TAG STUD WIDTH OVERALL WIDTH OF TOP TRACK 9. PROVIDE THE APPROPRIATE HEAD CONNECTION DETAIL BASED ON FIRE RATING AND ON CONNECTIONilifir"..\\ 1 'I `'`_`}-'f ! CONDITION AT DECK OR BEAM. HEAD _ WEB STIFFENER AS REQUIRED TO MEET 2 2112" 3 314" 'i. -'' - `i` ` WEB STIFFENER AS REQUIRED TO MEET LIMITING HEIGHT REQUIREMENTS PARTITION(AS INDICATED ON FLOOR PLANS) LIMITING HEIGHT REQUIREMENTS 3 3 518" 4 718" OVERALL WIDTH , C 4 4" 5114" , '-,_- 6 6' 7 114" HEAD FIRE RATING TAG TAG STUD WIDTH OVERALL WIDTH * , I , 2 2112" 3 1/8' _ _ _ PROVIDE MIL THICKNESS AS REQUIRED TO MEET ``�K--' TAG STUD WIDTH OVERALL WIDTH REFER TO THE"FIRE RATING LEGEND" BELOW FOR No. Description Date -- I',/', -'-7 -' - LIMITING HEIGHT CRITERIA AS"NON-COMPOSITE 2 2112" 3 314" THE FIRE-RESISTANCE CLASSIFICATION. ` - 3 3518" 4114" ,,- _,Y t , , , ��---- I 4 4" 45/8" " " ASSEMBLY" 3 3 518" 4 718" 1 90%REVIEW ---- June 27 2017 6 6" 6 51$ \ �`, \ -AI'', 7` DEFLECTION TO BE BASED ON 11240 `- - 4 4" 5 114" PARTITION TYPE TAG 2 issue for Bid&Permit _ July 07,2017 OVERALL WIDTH " \,`; 4Js' `, ` `; ' '`c- , i 6 6' 7 114" REFER TO PARTITION TYPE DETAIL INDICATED BY Y e` Y Y UON - � *PROVIDE MIL THICKNESS AS REQUIRED TO MEET `' '. -�` P.---, I. LIMITING HEIGHT CRITERIA AS NON COMPOSITE - FOR TILE, STONE, ELEVATOR WALL, ]� I, *PROVIDE MIL THICKNESS AS REQUIRED TO MEET TAG. 1 -„ :•-:] ASSEMBLY BRACED 4$”OC" - ETC. '4 -;1LIMITING HEIGHT CRITERIA AS"COMPOSITE ASSEMBLY" FOR EXAMPLE: -- .- - ;_<z`" PROVIDE ACOUSTICAL BATT INSULATION; TAG"A"=REFERENCE TO PARTITION"TYPE A"DETAIL. DEFLECTION TO BE BASED ON L1240 , UON ,`-`- EXTEND MIN 24" EACH SIDE OF PIN @ PTN ,] l' DEFLECTION TO BE BASED ON U240 • • �_ gw. 1 TYPES WI ACOUSTIC INSULATION I ' - UON MTL STUD WIDTH TAG ,MIT FOR TILE, STONE, ELEVATOR WALL, I. I I • \(..., 1; FOR TILE, STONE, ELEVATOR WALL, INDICATES THE MTL STUD NOM WIDTH, REFER ETC.CLIP ANGLE, TYP z ETC.- — — _ TO"MTL STUD WIDTH LEGEND"BELOW,UON ON I 11, z OVERALL WIDTH I. MTL CLIP ANGLE,TYP - ' """ �1 `'-_�Y_,�' ' MTL'U'CHANNEL LATERAL BRACING,TYP PARTITION TYPE DETAIL. --r CEILING _ MTL'U'CHANNEL LATERAL BRACING,TYP CEILING Il SUSPENDED CEILING WHERE OCCURS l — — — — - ''� PARTITION MODIFIER TAG REFER TO THE"PARTITION MODIFIER LEGEND" -j's-:----, I, -\ 1 CEILING � SUSPENDED CEILING WHERE OCCURS � -,.�--;, SUSPENDED CEILING BELOW;NOTES APPLY TO THE FULL EXTENT OF EACH PARTITION WHERE SO TAGGED. ADDITIONAL PARTITION MODIFIER TAGS AS REQUIRED 'I � SAFB PER MODIFIER"A" T 1j - `t ' ' SAFB PER MODIFIER"A" j;_�,'--- . I' 2 B 3 ABC -,-"1 1 tl ,,- '1, SAFB PER MODIFIER"A" \I `-_=_,I MIN 118"PAF, 1-114"MIN EMBEDMENT,TYP, - ------ • WITHIN 1'-0"OF ENDS AND AT 16"OR 24"OC MAX -< MIN 118"PAF, 1-114"MIN EMBEDMENT,TYP, ;-`"- •,_K__. ----.__ ,]" -'' 1 _ MIN 118"PAF, 1-114"MIN EMBEDMENT,TYP, A TO MATCH STUD SPACING ` _ I� FIRE RATING LEGEND -- -. -- I' IMAX TO MATCH STUD SPACING ,` ---,--"- ' MTL BOTTOM RUNNER TRACK '- -- "} MAX TOMATCH STUD SPACING6"OR 24"OC ,'' _`` _--' - WITHIN 1'-0"OF ENDS AND AT 16"OR 24"OC r '1 ��,`_,_,I MTL BOTTOM RUNNER TRACK 'I -'I MTL BOTTOM RUNNER TRACK 4, CONT ACOUSTICAL SEALANT,BOTH SIDES OF THE COMPLETE ASSEMBLY OF EACH PARTITION WITH A FIRE/SMOKE RATING TAG SHALL COMPLY WITH ALL - -'-----I MTL' PTN AT RATED PARTITIONS AND AT NON-RATED REQUIREMENTS OF THE FIRE-RESISTANCE/SMOKE BARRIER RATING CLASSIFICATION: - - - 1 ... OF :22,..._,,11 ::::::```"' CONCRETE FLOOR SLAB, UON r `� CONCRETE FLOOR SLAB, UON I II CONCRETE FLOOR SLAB, UON ' • . _ 0 NON-RATED PARTITION SIL 111 " SILL I11 11[ L I' �, SILL 11 J1111 1 60 MIN FIRE-RESISTANCE RATED PARTITION ..................m-.-.-.-.......-....-.-.-._.-....-._......-_�_-.-.--......-___._.-.....-___._.......-_4-.,........�.__.-.-..._. �i �' 2 120 MIN FIRE-RESISTANCE RATED PARTITION - ---- I IA I 3 180 MIN FIRE-RESISTANCE RATED PARTITIONA / 4 240 MIN FIRE-RESISTANCE RATED PARTITION Y`.-..._..............__....-. -.-.-.-..... ._._..-. 518"GWB, (1)LAYER ON FINISH SIDE .518"_GWB, (1)_LAYER EACH_SIDE _-1 - .......-_ _..._ - MTL STUDS SPACED @ 16"[24"]OC,UON TYPE OA:518"GWB,(1)LAYER EACH SIDE MTL STUD WIDTH LEGEND /.........._. MTL STUDS SPACED @ 16"[24"]OC,UON % -...-...-. -..... -.--. / TYPE 1A:518"TYPE'X'GWB, (1)LAYER EACH SIDE _.__..... - . _-. ..- . _--.-- - TAG STUD WIDTH TAG STUD WIDTH WAMriMilli ): ) ) r , , ' , ; ," ' ' - 0 718FURRING CHANNEL 4 4"t ):, „% „ „ „ „ „ �� �� �, �� Date of First issue: 1 1-518" 5 5" Project / , 1 % / , ` \ 2 2-1/2 6 6" No: 16.24752.00 , / , / \ , , I , t , , , — _ _—_.-_.._.....-._ 3 3-518" 'II '�I '� '�I '� ': Y ': 1 Y, 'a' ` \ ......__...._.... ' Sheet Title ,. ., ., Y. ;, ;1, 1 7 ,i ,, MTI.STUDS SPACED @ 16"[24"]OC,UON ,••,..........,..............,,,,,,_..„,.......__ .-_.- -_-- - - - PARTITION MODIFIER LEGEND - -- --- - . - --- - -- INTERIOR GWB FIRE RATING: FIRE RATING: THE FOLLOWING NOTES APPLY TO THE FULL EXTENT OF EACH PTN,WHERE"PARTITION MODIFIER"CHARACTER(S) PARTITION TYPES TYPE OF NOT RATED FIRE RATING: TYPE OA NON RATED ARE SHOWN ON THE TAG: TYPE 1A 1 HR UL U419,U465 TYPE OE NON RATED TAG DESCRIPTION PLAN PLAN PLAN STC RANGE: a 36 40 WITHOUT SAFB A PROVIDE SAFB:2"THK AT 2-1/2'STUD;3"THK AT 3-518",4",5"AND 6"STUDS, UON. 41-45 WI SAFB PER MODIFIER"A" B PROVIDE IMPACT/ABUSE RESISTANT GWB COMPLYING WITH HARD BODY IMPACT CLASSIFICATION Original drawing is 42 X 80. Do not scale contents of this drawing_ "' LEVEL 3 IN LIEU OF INNER LAYER OF GWB ON OUTER SIDE OF STAIR OR ELEVATOR ENCLOSURE CS OR 2 LAYERS OF IMPACT RESISTANT BOARD, EACH OF WHICH COMPLIES WITH HARD BODY IMPACT Sheet Number ici TYPE F. FULL HT FURRING: NON RATED _ TYPE E: PARTIAL HEIGHT: NO_ N RATED TYPE A: FULL HEIGHT: 0— & 1 —HR RATED CLASSIFICATION LEVEL 2. A91 0 o _ Q S PARTITION IS TO BE TREATED AS A SMOKE BARRIER FOR RATED PARTITION TYPES OR SMOKE PARTITION co 3"= l'-0" 3" = 1'-O" /-► 3" = 1'-0" FOR NON-RATED TYPES. ti IP"" "11111 -\ NOTE:ALIGN FO GWB LINE OF STRUCT NON RATED PTN TYPE RATED PTN TYPE FURRING VV/ADJOINING COL CONT COMPRESSIBLE �3 NON RATED PTN TYPE RATED PTN TYPE 1-112"x1 112"x20ga MTL ANGLE CORNER BEAD @ ALL 9 // r r �, ACOUSTIC SEALANT ALL(4)SIDES OF RATED EXPOSED CORNERS ON THIS GRID LINE,UON FOAM GASKET 1W4 TAPEABLE MTL RUNNERACOUSTIC INSUL � xD GA MTLDS MTL STUDS WI#8 SELF-TAPMIN 1518"20 GA MTL 5TUD5 @ TRACK, MTIJ AT END OF PTHI iiH 12"OCUDN16"OCATTACH ALL CORNER ATTACH WI MIN#8 SELF-TAP I� CONT GWB OF . 1-112"x1 112"x24ga MTL ANGLE STUDS TOGETHER W!#8 SELF- I SM SCREW @ 16"OC, FINISH RATED PTN @ X �, . ` @ALL(4}51DE5 OF RATED TAP SM SCREWS @ 12"OC FLUSH W!FQ PTN INTERSECTION pr 1 T WB, 1 LAYERPLAN lWl NONRATED 1 ....e fNG @RATED. ��" CHED,ATTACHill . .I. S WI#8 SELF NT a. • CO CORNER BEAD 1-: +� ALL EXPQSED CORNERS . T INTERSECTION @ PTN �� TAP SM SCREWS @ 12"OCI PTN TYPE AS SCHED, „- , f_-' "_•; + [ r \___ EmxTp,..A.LsEcD.R.N;RsIBDEEAcDo@RNAELRL, 1 • WI EQUAL FIRE RATING ALIGNF A R M E R SMTL TOPBOTTOM _ _ MTL 118"REVEAL -0" 518"TYPE"X"GWB, 1 LAYER RUNNER TRACKS,AT . FILL ALL STRUCT CAVITIES PTN TYPE AS SCHEd "Z"MOLD INSIDE FEC"GW @ RATED . -.-_-:'' -,. ' , :,,, FLOOR&4"ABOVE FINISH / WI ACOUSTIC INSUL,WHERE / AROUND OPNG, 114"REVEAL PTN TYPE AS SCHED,ATTACH INSURANCE 5!8"GWB EA SIDE OF PTH, �� ��� RECESSED ACCESSORY MTD TIGHT TO \ ____ TO MTL ANGLES W!#8 SELF- STRUC STEEL COL W/ NOTCH GWB MTLAL WDW SILL, INDICATED BY PTN TYPE AS SCHED,COORD SIZE FO FEC, FINISH TAP SM SCREWS @ 12"OG CONT SEALANT JT WHERE GWB - - _ - SPRAY-ON FPG MEETS SILL DO NOT CUT '` �I OF FRAMED OPNG WI FLUSH WI FO \ - - - - — > _ k 0 Q MANUFACTURER GWB MTLAL SILL go. / . �� FULLY RECESSED MTL ► 'S CONT GWB FIRE ATTACH MTL TOP RUNNER @ of z FIRE EXTINGUISHER TO EA ANCHOR BRACKET WI PTN TYPE AS SCHED RATED OR PTN WI ! u_ a IP-- ,. Project (2}#8 SELF TAP SM SCREWS LI . HIGHER SIC RATING 1 X CC ¢ D O `� ACCESSORY ELEVATION CAB,COORD OPNG SIZE o &DEPTH W! �- 1 THAN INTERSECTING w II _ _ T ¢ � � a � � MANUFACTURER FARMERS HILLSBORO kr + 518"GWB T04"MIN J vli, I I b o y I ELEVATION Q ¢ 0 ABOVE FINISH CEILING ),I— L I I FEC ELEVATION ELEVATION I II OFFICE RELOCATION ..17-1 1 W A 1 ' 2x2 x16 GA MTL ANGLE J f _ oto / ANCHOR BRACKET BOTH SIDES4, X UI I Prepared For —'° / OF COL @ 4"ABOVE FIN CLG, • ;� - �I Q 114"REVEAL ATTACH TO STL COL WI MIN(2) L F lipP �� .....1„.1„ ;1 ,r o / FARMERS INSURANCE 118"PDF, 112"EMBEDMENT PIII . `� ' TIGARD, OR MTLAL SILL EXTENSION • .I I / -- - �/ ,u Contract No: 16.24752.00 MTLAL WINDOW SYSTEM X INTERSECTION OF TYP GYP BD FURRING @ STL COL PARTN TERMIN OFFSET @ WDW MULLION TYPICAL PARTN INTERSECTIONS DET EQUAL RATED PTN RECESSED ACCESSORY CABINET FULLY REC FIRE EXTINGUISHER CAB CO1 112"= 11-0" 3"= 1'-0" 3"= 1'-0" 4 1 112" = 1'-D" 1 1/2" = 1'-0" A910-3611A A910-3312B A910-3313A A910-3810B-ca A910-3810A-ca CONCRETE FILL 0 OVER MTL DECK ACOUSTIC INSUL, FULL DEPTH IBC SEISMIC CATEGORY D-F: MIN 3 518"x 20 GA MTL STUD SPARYED-ON FPG ON OF DECK FLUTES X PTN CONC FILL OVER MTL DECK ± 111 MTL DECK IMMIlliAMWIDTH @ALL PTN TYPE WI SPRAYED ON FPG BRACING @ 48"OC,45 DEC FROM SCHED W/ACOUSTIC INSUL TOP OF PTN TO STRUC,ATTACH - MTLAL SILL EXTENSION ACOUS INSUL FULL DEPTH STRUC STL BEAMROOF INSULATION,WHERE � OF MTL DECK FLUTES x PTN TO PTN Wl(2)#8 STS,ATTACH 12" �- SPRAYED ON FPG ON OCCURS S t ��+ WIDTH @ALL PTN TYPES LEG OF BRACING TO STRUC W!(2) // - PTN TYPE AS SCHED, NOTCH r STRUC STL BEAM SPRAY ON FPG WHERE OCCURS SCHED WI ACOUS INSUL MIN 118"PDF, 1-1/4"MIN GWB AROUND WINDOW SILL EMBEDMENT TOP OF MTL STUD FRICTION FIT ALL MTL EXTENSION, PROVIDE CONT 3.4 EXPANDED MTL LATH, illirrillirlirilliplirl. � , / Heilmutll Obata .t, Kos JaSaUrn, Inc ATTACH TO MIL CLIP @ - ��� - STUDS INTD MTL TDP SEALANT JT WHERE GWB I - 16"DC - - - MTL DECK - '� RUNNER TRACK,ATTACH 9530 Jefferson Boulevard 1 HR SHAFTWALL PTN TYPE 1K2A MEETS SILL '� — PTN TYPE AS SCHED z GWB BOTH SIDES OF PTN Culver City, CA 90232 USA I. UON,ATTACH PER RATED MTL TOP RUNNERGo o TO MTL STUDS ONLY, MIN �iTF.. ASSEMBLY REQUIREMENTS -" TRACK, 20 GAMIN, W!2 MTL TOP RUNNER TRACK, 111 \ t +1 310 83$ 9555 f +1 310 838 9586 •t-VVT �♦•�,♦♦,'� 1aPIP. 112"BELOW MTL RUNNER ' / 518"TYPE"X"GWB,CONT(1) L. it PROVIDE MTLAL STUD 112"L SLOTTED LEGS, 1711 2112"LONG LEGS X 20 GA u TRACK r ATTACH TO MTL CLIPS I MIN,ATTACH WIMIN#B II I N RATED PTN AS SCHED ��� LAYER @TOP OF PTN FRAMING AROUND MTLAL ,11� " �naalli \ Al': An reproduction&intellectual property rights reserved CD ( W!MIN#8 SM SCREWS @ SELFTAP SM SCREWS @12 Zoos � WINDOW SILL D0 NOT CUT In c� _ �7-1 MTL ANCHOR BRACKET @ EACH J z MTLAL SILL) ,� SPRAYED ON FPG, ACOUSTIC INSUL,WHERE In Association with SIDE OF SHAFT WALL ASSEMBLY > 06"MAX SCHED BY PIN TYPE < o �` I0 CfPSMTL LATH&MTLZSYSKA HENNESY GROUP PARTITION TYPE AS SCHEDULED = 1-1-1°- a_ ^ ACOUSTIC INSUL, FULL SUSPENDED CLG AS SCHED a rr V MEP t•- I DEPTH OF DECK FLUTES X 330 N. WABASH AVE. SUTE 1505 - - - - .. _ _ _ _ _ FIN \ - - - - �- - - PTN WIDTH @ALL PTN CHICAGO, IL 60611 i/7/ 518"GWB @ END OF PTN TYPES SCHED W/ACOUSTIC TEL: 312.588.3560 .� CLG \ -grip. 2"Wx18 GA MTL STRAPS @ 24" ___\_-----__, 4"W X 18 GA MTL STREPS S TAPEABLE MTL RUNNER TRACK, ir WWW.SYSKA.COMMTD AT END OF PTN,ATTACH WI 18GA MTL Z CLIP o , MIN SPAN 2 MTL DECK FLUTES- RATED PTN 1 HR RATED PTN TYPE 1A3A UON, @ ,�, 4"W 18 SPAN(2)DECKMIN ATTACH WI MIN(1)118" TYPE AS SCHED TERMINATE @ HORIZ SHAFTWALLMIN#8 SELF TAP 5M SCREWS @ 18"OC,ATTACH TO FLUTES MIN,ATTACH WI , ilk PDF EA SIDE OF MTL STRAP, 1 IP CLOSURE OF TUNNEL CORRIDOR , TOP pF MTL STUD I16"OC, FINISH FLUSHWI FO PTN STL BEAM WI(2)MIN WAN" - � � � � �' - (2}#10 SELFTAP SM � ., � 114"MIN EMBEDMENT,ATTACH 1 CORRIDOR 1B" PDF, 912" ' ATTACH GWB, BOTH SIDES 7 SCREWS EA SIDETRACK WI#8 SELF-TAP SM _ _FL{ CONT COMPRESSIBLE EMBEDMENT OF PIN TYPE,TO MTL �, IpPP---u.114 SCREWS @ 24"OC ELEV T FOAM GASKET - / STUDS ONLY, MIN 1/2" r ACOUSTIC INSUL WHERE SCHEDMTL DECK 1, RATING NO: 1 TRACK MTL TOP RUNNER `I i TOP OF MTL STUD 1 HR PTN-UL U419 HW RATING NO: ` _ PTN TYPE AS SCHED Illkit _ �I MTL TOP RUNNER TRACK, , ACOUS INSUL,WHERE 1 HR HORIZ SHAFTWALL-ICC-ES/NER-258 MTLAL WINDOW MULLION EQUIVALENT TO WHI 495-PSV A ATTACH WI(2)#8 SELFTAP "�,���I 1338 SM SCREWS @ 24"OC SCHED BY PTN TYPE 6 1 HR RATED TUNNEL CORRIDOR C7 PARTN TERMINATION @ EXT MULLION S NON-RATED PARTN TO STRUC@STL BEAM C9 NON-RATED PARTN TO STRUC@MET DECK 1 NON-RATED PARTN TO STRUC@MET DECK 11/2" = 1'-0" A940-3520A-1 3"= 1' 0" A910-3312A 3" = 1"-0' A910 3112A 3"= A910 3111C O 3" = I-0" A910 3111A Key Plan _I—J CONCRETE FILL 2 HR PARTITION I 1 HR PARTITION SPRAYED-ON FPG DECK OVER MTL DECK _ 2 HR PARTITION I 1 HR PARTITION SPRAYED ON FPG DECK 2 HR PARTITION 1 HR PARTITION SPRAYED-DN FPG DECK FLUTE CLOSURE, C FLUTE CLOSURE, 2 HR PARTITION 1 HR PARTITION / FLUTE CLOSURE, OVERLAP OVERLAP RATED PTN I > ` OVERLAP RATED PTN I ONTO RATED PIN TYPE 2-3/4" I TYPE 2-314" MINMIN I ` ROOF INSULATION, STRUC STL BEAM < I TYPE 2-3/4"MIN CONCRETE FILL OVER MTL DECK - ROOF INSUL,WHERE / WHERE OCCURS SPRAYED-ON FPG ON CONCRETE FILL OVER OCCURS I STRUC STL BEAM MIL DECK I RATED SPRAY ON SEALANT RATED SPRAY-ON SEALANT BOTH SIDES OF PTN, OVERLAP SPRAYED ON I SPRAYED-ON FIREPROOFING BOTH SIDES OF PTN,OVERLAP 3.4 EXPANDED MTL FIREPROOFING,WHERE MIN 1/2"ONTO FO GWB& 1" I LATH,ATTACH TO MTLZ n OCCURS I ONTO MTL DECK WI SPRAY ON I CLIP 16"OC 2"Wx18 GA MTL STRAPS @ 12"OC, I MIN 1/2"ONTO FO GWB&1" I _ @ SPAN 2 MTL DECK FLUTES MIN, ONTO MTL DECK WI SPRAY-ON -\ 16: ` FPMTL TOP RUNNER TRACK, !��' . ATTACH WI M[N(1)118"PDF EAFPG Professional Seals 1 \ 2"Wx18 GA MTL STRAPS @ 12"OC, SPRAYED-ON FPG DECK20GAMIN, WI 2-112"L �� \ SIDE OF STRAP, 1"MIN CMACCn\ACAIT Rco.=0- SPAN 2 MTL DECK FLUTES MIN, '.� ��:to, FLUTE CLOSURE, OVERLAP SLOTTED LEGS,ATTACH `n � ,: RATED FIRE SAFING INSUL, FULL 'r♦� I;� ONTO RATED PTN TYPE 2-314" TO MTL Z CLIPS WI MIN#8 WIDTH OF GWB EA SIDE OF �4-r MIN m SM SCREWS 16"OC RATED SPRAY-ON SIDE OF STRAP, 1"MIN pro _. z @ RATED SPRAY-ON RATED PTN TYPE_� 1 RATED FIRE SAFING INSUL, FULL o SPRAYED ON FPG, SEALANT BOTH SIDES OF TOP OF MTL STUD RATED FIRE SAFING INSUL, FULL1SEALANT BOTH SIDES OF RATED FIRE SAFING INSUL, FULL WIDTH OF GWB EA SIDE OF 0O6"MAX OVERLAP ONTO RATED PTH, OVERLAP MIN 112" I ' WIDTH OF GWB EA SIDE OF PTN, OVERLAP MIN 112" WIDTH OF GWB EA SIDE OF1' RATI=D PTN TYPE Q A , TOP OF MTL STUD RATED PTN TYPE ' ONTO FO GWB&1"ONTO A \ RATED PTN TYPE ' w PTN TYPE 2-3/4"MIN ONTO FO GWB&1"ONTO ATTACH GWB, BOTH SIDES MTL DECK W!SPRAY-ON TOP OF MTL STUD I MTL TOP RUNNER TRACK,ATTACH a OF PTN TYPE,TO MTL ,,, ,� MTL DECK W!SPRAY-ON MTL TOP RUNNER TRACK, 20 FPG TO MTL DECK W!MIN 118" PDF @ o I �� ` RATED SPRAY-ON SEALANT FPG STUDS ONLY, MIN 112" GA MIN, W!2-1121 SLOTTED ATTACH GWB, BOTH SIDES OF 12"OC, 1"MIN EMBEDMENT 1.-- - - -1- _ ---1--1BOTH SIDES OF PTN, OVERLAP BELOW MIL TOP RUNNER LEGS,ATTACH TO MTL DECK PTN TYPE,TO MTL STUDS - MIN 112"ONTO FO GWB& . \ rpark W/MIN#8 SELF-TAP SM ONLY, MIN 112"BELOW MTL ACOUS INSUL WHERE SCHED a�'� . SPRAYED ON FPG MTL TOP RUNNER SCREWS @ 16"OC TOP RUNNER TRACK �''� ��' I TRACK, 20 GAMIN, W12 No- Description Date MTL TOP RUNNER TRACK,20 GA OF PTN TYPE,TO MTL STUDS 18GA MTL Z CLIP 16"OC, An 112"L SLOTTED LEGS, N ATTACH GWB, BOTH SIDES 1 90%REVIEW June 27 2017 ATTACH GWB, BOTH SIDES m @ATTACH TO MTL Z CLIPS -_.. - ... MIN, W12-1/2"L SLATTED LEGS, " ATTACH TO STL BEAM W/(2) TOP OF MTL STUB I OF PIN TYPE,TO MTL STUDS 2 Issue for Bid&Permit July 07,2017 ATTACH TO MTL STRAP W/MINP. ONLY, MIN 112 BELOW MTL MIN 118"PDF, 112" ��?' I W/MIN#8 SM SCREWS ONLY,MIN 112"BELOW MTL -- #8 5M SCREWS @ 16"OC TOP OF MTL STUD TOP RUNNER TRACK RATEd FIRE SAFING INSUL, FULL ' ATTACH GWB,BOTH SIDES @ 16OG 411 TDP RUNNER TRACK l OF PTN TYPE,TO MTL / _ RATED PARTITION TYPE AS -._ J - RATED PARTITION TYPE AS SCHED WIDTH OF GWB EA SIDE OF ` STUDS ONLY,MIN 112" ' ` SCHED - - RATED PTN TYPE ' ACOUSTIC INSUL WHERE -_._...._.__ HW RATING NO: ACOUSTIC INSUL BELOW MTL TOP RUNNER HW-D-0102, OR EQ. WHERE SCHED HW RATING NO: I ACOUSTIC INSUL WHERE SCHED �� TRACK HW RATING NO: SCHED HW RATING NO: ICC-ESR-1042 CYCLICAL f - HW-D-0102, OR EQ. RATED PIN TYPE AS SCHED HW-D-0102, OR EQ. - . > HW-D-0102,OR EQ. HEAD OF WALL TESTS: 1 , J RATED PARTITION TYPE ICC-ESR-1042 HW RATING N0: I ICC-ESR-1042 CYCLICAL I _ RATED PARTITION TYPE ICC-ESR-1042 HW D 0142, OR EQ. HEAD OF WALL TESTS: AS SCHED CYCLICAL HEAD OF WALL ACOUS INSUL WHERE SCHED - - - UL 2079,ASTM E1966 k AS SCHED CYCLICAL HEAD OF WALL TESTS: ICC-ESR-1042 CYCLICAL HEAD OF UL 2079,ASTM El 9660UL 2079,ASTM E1966 TESTS: WALL_TESTS. UL 2079,ASTM E U�2479,ASTM E1 966 RATED PARTN TO STRUC MET DECK ROOF RATED PARTN TO STRUC MET DECK ROOF RATED PARTN TO STRUC STL BEAM RATED PARTN TO STRUC MET DECK RATED PARTN TO STRUC MET DECK 0?) 3" = 1' 4" A910-3021D 3"= 1'-0" A910-3021C 3"= 1'-0" A910-3011J 3" = 1'-0" A910-3011H 5 3"= 1'-0" A910-3011G SEISMIC CAT D-F: 3-518"x20 GA MIN MTL STUD LATERAL BRACING 45 DEC /1 \ 24"LX16GA MTL TOP RUNNER TRACK W/ BOTH DIRECTION TO TYP MTL TOP RUNNER TYP HEADER @ OPNG: MTL PTN MTD HANDRAILS/GRAB BARS:TYP ._ EMBEDMENT 6"MAX BEYOND LAST 3"L LEGS& 1-1/2" DEFLECTION ANCHOR STRUC,@ EA JAMB OF TRACK:GAUGE AS RUNNER TRACK @ 3'-0"TO 4'- MTL ANCHOR BRACKET, SPAN(2)MTL ANCHOR BRACKET SLOTS @ EACH MTL STUD,ATTACH TO OPNG. INDICATED BY PTN TYPE 6"OPNG, DBL 20 GAMIN MTL STUDS MIN @ EA ATTACHMENT POINT -.- STRUC W/(4)MIN 118" PDF, 1 114" MIN @ 3'-0"TO STUD+20 GA MIN MTL ATTACHMENT POINT4'-6"OPNG, 20 GA MIN RUNNER TRACK @ OPNG>4'- PTN MTD CASEWORK&EQUIP MTL BOTTOM OF STRUC SEISMIC CAT A-C: ANCHOR BRACKETS:CONT FULL LENGTH EXTEND TO 12" EA SIDE 6" __....................___ _ -. MIN 3-5/8"X 20 GA MTL STUDS @ 3-5/8"x20 GA MIN MTL STUD OF OPNG>4'6" OF EA ASSEMBLY, SPAN(3)MTL STUDS HANDRAIL/GRAB BAR ANCHOR LATERAL BRACING 45 DEC MIN, COORD LOCATION BRACKETS, MIN 20 GA MTL STUDS @ / 6'0"TO 8'6"MAX I ONE DIRECTION TO STRUC, WICASEWORK/EQUIP SCHED&MFR MTG CASEWORKIEQUIP ANCHOR PAIR OF DOORS @ EA JAMB OF OPNG. STRUC ,, 3'-0"TO 6'-6" 3'0"TO 6'6" MAX INSTRUCTIONS, LOCATE MTL ANCHOR BRACKETS,&DBL STUDS @ ANCHOR / (2)16 GA MTL STUDS, r A , BRACKETS @ CL OF ATTACH PT, UON .....____ BRACKETS @ END OF PTN .-i St I - 1 11 WIDTH AS SCHED, @ EA Z JAMB- WELD TOGETHER / r ATTACH ANCHOR BRACKET @12"OC AND TO MTL 1/ r TO EA MTL STUD WI MIN(3)#8 BOTTOM RUNNER TRACK OPEN FIN CLG SELF-TAP SM SCREWS L J. ---_--.__.__ _ .---._.__ ____ r_ _.,__ 3-1l2"x12 GA MTL ANCHOR _ MTL ANCHOR BRACKET: 6"x16 r' TJ ANGLES, FULL WIDTH OF _ _ _ / 1 _ - GA UNPUNCHED MIL STUD MTL STUD,WELD TO MTL WITH FLANGES COPED AT EA STUD AND HEADERVERTICAL MTL STUD, SPAN(2) I ,r � I- 7 r r STUDS MIN, &CONT FULL DBL MTL STUDS _ LENGTH OF EA ATTACHMENT MIN HEADER:MTL RUNNER TRACK&(2) 16 GA MTL STUDS, I @ MBS DR WIDTH AS SCHED-WELD S S S I S S DUCT OPNG>3'- Date of First Issue: TOGETHER @ MIN 12"OC TYP MTL 0"W, 20 GA MIN Project / e : PTN TYPE MTL STUDS BOTTOM I @ ALL OPNG> No: 16.24752.00 . NOTES: AS SCHED < < RUNNER TRACK, 4'-6"WI I 1. PTN MTD HANDRAILS/GRAB BARS: MIN 8"Lx16 GA MTL BOT \ ATTACH WI MIN I 2"x2"x2OGA MTL ANCHOR ANGLE, Sheet Title PROVIDE MIL ANCHOR BRACKET @ EA RUNNER TRACK,ATTACH \ OC,1/8"1-11/4 MDF @IN4" I FULL WIDTH OF MTL PARTITION DETAILS ATTACHMENT POINT,SPAN(2)STUDS WI(4)MIN 118"PDF, 1-114" EMBEDMENT STUD,@ MTL 0 MIN MIN EMBEDMENT \ STUDS 20GA OR I 2. PTN MOUNTED CASEWORK/EQUIP:PROVIDE MTL FLOOR SLAB \ GREATER ANCHOR BRACKET @ CL OF EA ATTACH POINT, 3-1/2"x12 GA MTL ANCHOR I I I CONT FULL LENGTH OF EA ASSEMBLY, SPAN(3) ANGLE, FULL WIDTH OF MTL J L — J j /I \ L — J STUDS MIN, COORD LOCATION W/ STUD,WELD TO MTL STUDS a FLOOR SLAB &MTL BOTTOM RUNNER v CASEWORK/EQUIP SCHED&MFR MOUNTINGX TRACK DOOR OPNG @ FL TO CLG PTN DOOR OPNG @ FULL HT PTN DUCT OPENING ANCHOR BRACKETS CORNER Original drawing is 42 x 30. Do not scale contents of this drawing. u? INSTRUCTIONS T i SCHEDZS PTN STUDS AS TYP STUDS M NECORNQERDE(3)FRAMINGL Sheet Number TYP MET STUD ANCHOR BRACKET MET STUD FRAMING@HOLD-OPEN DOORS TYP MET STUD FRAMING DIAGRAM N 1 1/2"= 1'-0" 3/8" A9 1 3 = 1'-0" 318"= 1' 0" A910-3212A A910-3211B A910-3211A CD r= MIN 2-1/2"X 20GA @ 48"OC \l,\654 DP 11117MET STUD LATERAL 41 BOTTOM OF SLAB IBC SEISMIC CATEGORY D-F: BRACING,ATTACH W1 MIN (2)#8 STS,CONT UP TO CLEAR STRUC STRUC SILICONE SEALANT 12"LEG @ STRUC,ATTACH W/(2)MIN • 1/8"PDF BRACE, 1-114"MIN EMBEDMENT PARTN TYPE AS SCHED, MIN 2-112"x20 GA MET STUD @ 16"OC,CONT UP � TEMPERED GLASS WALLAS V .1 3.518"X 20 GA MET STUD @ 48" TO STRUC SCHED,AND AS INDICATED OC,45 DEG EA DIRECTION ON INTERIOR ELEVATIONS FACE OF PARTN AS SCHED I SW FROM PARTN TO STRUC, CONT FRTW BLOCKING VERT PANEL JOINT r I TMPD GLASS A5 SCHED, FARMERS ATTACH TO PARTN MET STUDS WI#8 SELF-TAP SM SCREWS @ VERT HANGER WIRE, CLEAR STRUC - INTERSECTING BEVEL AND POLISH ALL EA BRACE WHERE OCCURS, MAX 8" SILICONE SEALANT, PARTN WHERE EDGES —_ FROM END OF MET BOTH SIDES OF I OCCURS INSURANCE w r MIN PARTN ASSEMBLY,TYPE II RUNNER TRACK,GOVT UP GLASS ( !V c A2A UON,W!(2)MIN 20 GA MET —�� TO STRUC CONT 112"x 112"MIN CLEAR SILICONE SEALANT,UON I _ STUDS&MET RUNNER TRACK z ALUM CHANNEL BASE 2" 1/4" @ BOTTOM, EXTEND PARTN � � AS6 TMPD GLASS AS SCHED, FROM TEMP GLASS HEAD TO d 114" FIN FLOQR AS SCHED, BEVEL AND POLISH ALL 114" 114" ii STRUC MAKI= FA ETLLUH: SATTACH AL` ,' . 1 -_ 1111=1.1MMIN11111111 4 TRACK MET RUNNER \ tGHT FL I I I DP I I FARMERS HILLSBORO C N#8S _ SCREWS(a.12"OC APC CEILING ASSEMBLY AS SCHED `E� lidle---11 - `- �_ CONT 3/16"x1-1/4"x1-1/2" 518"GYP BD, ELEV l CONC STRUC SLAB I I OFFICE RELOCATION ;ti I•bib, ALUM GLAZING CHANNEL, SUSPENDED CEILING 718"X 7/8"MET BASE z '� ATTACH WI 1/8"SM SCREWS ❑SSFRARI Y PERIMETER > SETTING BLOCK �� 'DP 'DP n lo"no 1"X 1 X 16GA CONT MET < Prepared For ALIGN ALUM GLAZING ANGLE,ATTACH W/MIN# hArmi min CONT 3116"X 1-1/4"X 1-1/2" CHANNEL W/FIN CLG AS 10 STS TO EACH MET ALUM GLAZING CHANNEL, ii NON SHRINK GROUT FILL IEAOCH JAMB AND Ep D CONT CLEAR FARMERS INSURANCE SCHED STUD @ 16"OC,AND ATTACH W/#8 STS @ 12" _ SILICONE SEALANT 114 EACH MAIN RUNNER PARTN TIGARD, OR CLEAR STRUC SILICONE OC I I UON @EACH SEALANT,BOTH SIDES OF MET L M CLEAR SILICONE SEALANT, UON MIN 118"EB @ 16"OC, MET CORNER BEAD AT JOINT/CORNER 1......______ _ MET L MOULD, BOTH TEMPERED GLASS WALLAS SCHEDULED SIDES OF GLAZING TEMP GLASS AS SCHED 1"MIN EMBEDMENT ALL EXPOSED CORNERS Contract No: 16.24752.00 CHANNEL DP HEAD @TEMPERED GLASS HEAD @ TMPD GLASS WALL - SILL @ TEMPERED GLASS WALL ( JAMB @ TMPD GLASS WALL (5JAMB & CORNER a© TMPD GLASS WALL 1 3"= 1'-D" A910-6011C 2 3"= 1 A910 60110 = 1'-D A910 6011A 3 = 1 -0 A910-60116-1 3 = 1 -D A910-6011B-2 RATED GYP BD PIPE COLLAR,ATTACH PARTN,AS „,�„ Ill TO RATED PARTN AS OPTION 1: OPTION 2: crupn RATED PARTN OPNG TO FIT OPNG WITH - SM SLEEVE,28 GA RATED PARTN FIRE RATED SEALANT RATED PARTITION AS SCHEDULED 1 AS SCHEDULED I REQ'D BY RATED CABLE BUNDLE STEEL SLEEVE MIN, MAX 4"DIA, AS SCHEDULED —1 V DBL MET STUD ASSEMBLY ^, PROJECT 1/2"BEYOND PERIMETER FRAMING FIRE RATED SEALANT INTUMESCENT WRAP STRIP " -� FIRE SAF NG INTUMESCENT WRAP @ RATED PARTITION INSUL, STRIP AT FIBERGLASS THICK MIN 1" 1 i\f/"F PER{METER OF INSUL,AS FIRE RATED SEALANT,MIN }-IeIImUtI , UlJata + Kassabaum, Inc. FIRE RATED SEALANT CABLE TRAY 9530 Jefferson BoL�levard I SCHED 1"THICK, FILL OPNG BED CABLE IN FIRE \ . 4 AROUND CABLE BUNDLE CUIV@r Clty, CA 90232 USA RATED SEALANT, PER ID I = ANNULAR P R 1 PER THE RATED ASSEMBLY t +1 310 838 9555 f +1 310 838 9586 0 FIRE DAMPER >- _ ULA SPACE PER SLEEVE AND UNIT w m _ THE RATED \ RATED ASSEMBLY \ y 0 INSUL GABLE, OR CABLE \ (� i----1 7<I I ASSEMBLY u3 — �f All reproduction &intellectual property rights reserved E - .) \ Q j ) In Association with \ I w o TIGHTLY PACKED 2015 — T l jr. OPTION 1:MAX 4" DIA o _ _ __4„.,..,,,,,,,.,,,,„,,,,1\_ BUNDLE SYSKA HENNESY GROUP \ \ \ \— PLASTIC PIPE OPTION 2:AGGREGATE MEP MET DUCTWORKINSULATED AREA 10lo MIN TO 40/o 11� • (TYPE 330 N. WABASH AVE. SUTE 1505 7TF A ."\\iTP: CABLES AND UL COMPLYINGSTEEL TRAY METAL PIPE VARIES) 114"DIA FIRE RATED G CHICAGO, IL 60611 PERIMETER METALB i HOSE CLAMP / WWW.SYSKA.COM v SUPPORT ANGLE, BOTH INTUMESCENT SHEET UL COMPLYING FIRE RATED SEALANT SLEEVE BEAD AROUND SM TEL: 312.5$$.3560 SIDES OF PARTN, FIBERGLASS PIPE INSUL, / ALUM FACED OVERLAP PARTN OPNG 1" MAX 2"THICK,WI ALL- OVERLAP AS GYPSUM BOARD AND MIN,ATTACH AS REQ'D BY SERVICE JACKET REQ'D BY METAL STUD INTUMESCENT WRAP, RATED ASSEMBLY RATED PARTN GYPSUM BOARD AND RATED V—� PARTITION I PROJECT 3/4" ROM FO ASSEMBLY PROVIDE OPEN GAP TYPE AS METAL STUD PARTITION, PARTN — PER SMACNA SCHFDIII FD AS SCHED RATING N0: T. N 1 OPNG ANNULAR SPACE STANDARDS RATING NO: RATING NO MAX 2 HR, UL SHALL BE 112" MIN TO 314" RATING NO: / PARTN TYPE WIDTH / MAX 2 HR,UL MAX 1 HR, UL W-L-2002, OR RATING NO: MAX, FILL W/FIRE RATED MAX 2 HR, UL W-L-4004, OR EQ W-L-1133, OR EQ EQ 2 HR OPTION 1: UL W-L-3030,OR EQ SEALANT,OVERLAP ONTO W-L-7008, OR 2 HR OPTION 2: UL W-L-3032,OR EQ GYP BD 1/4"PER THE RATED TYPICAL MET DUCT FIRE DAMPdk THRU TYP PLASTIC PIPE THRU RATED GYP BD TYP CABLE BUNDLE THRU RATE` Eh'P BD C-- RATED GYP BD PARTN TYP CABLE TRAY THRU RATED GYP BD PARTN INSUL PIPE THRU RATED GYP BD PARTN PARTN 9 6 13 = 1 -D A915-3013A 7 3 – 1 -0' A915 5014A ( \TYP 3"= 1' A915 2012B 3"= 1'-.0" A915 2112A 0--(3PARTN 3"= 1' 0' A915 5012A Key Plan _I PLASTIC PIPE MAXIMIZE ANNULAR SPACE AS PERMITTED (TYPE VARIES) ,, BY RATED ASSEMBLY UP TO INSULATED CABLE OR IINSULATION THICKNESS CABLE BUNDLE W/ ANNULAR SPACE AS FILL ANNULAR SPACE 4 REQ BY RATED W/HYDRAULIC 4 AGGREGATE CROSS CEMENT SECTION COMPLYING W/% ASSEMBLY ` RATED PARTITION AS SCHEDULED . OF FLR OPNG PER THE `/ RATED PARTITION, RATED ASSEMBLY TYP PIPE SUPPORT AS SCHEDULED 1 CORED HOLE METAL SLEEVE I )' BRACKET FIRE RATED SEALANT @ RATED FIRE RATED FIRE RATED SEALANT, ACOUSTICAL �_ PARTITION SEALANT DEPTH AS PACK AROUND CABLES A5 Iflii MIN 112"FIRE RATED INSUL AS REQ'D BY RATED REQ'D PER THE RATED SEALANT AND PACKING @ SCHEDULED `� ASSEMBLY FIRE RATED FLOOR STRUC Professional Seals V ASSEMBLY 1 Do �o LA })}) \ ANNULAR SPACE PER ...r / \ \ RATED ASSEMBLY = _ �. n FIRE RATED CONC OR TELEPHONE OR l _ ,) C3 _ FIRE SAFING INSUL METAL DECK FLR STRUC ELECTRICAL COVER CONCRETE FLOOR STRUCTURE 2 PACKINGe , PLATE MATERIALea, lOrm"m"41°. ` ' INTUMESCENT WRAP - - CONCRETE ` (i STRIPS AS REQ'D BY FLOOR METAL PIPE ORCONTINUOUS ACOUSg2. 1��� �\ ill - RATED ASSEMBLY STRUCTURE l_J CONDUIT RISER 1;14.‘-"— SEALANT AROUND TEL / ` METAL PIPE(CONDUIT - - &MET ELEC OUTLET PIPE COLLAR,ATTACH I �� BOX TO CONC FLOOR AS r METAL PIPE SLEEVE - GYPSUM BOARD AND FIRE RATED SEALANT � REQ'D BY RATED CORED HOLE METAL SLEEVE CORED HOLE I I METAL SLEEVE \ No. Description Date MOLDABLE FIRE- METAL STUD PARTITION nccCRao,v ^ I 1 90%REVIEW June 27 2017 TIE WIRE HOSE CLAMP V I �f STOPPING AROUND - TELEPHONE OR 2 Issue for Bid&Permit July 07,2017 FIBERGLASS INSUL,AS SCHED OPNG PER RATED PIPE INSULATION 1ELEC OUTLET BOX -_.-- _ __.--1..,f,__.--1..,f,RATING NO: VARIES 4VARIES / ASSEMBLY / RATING NO: PIPE DIA WHERE INDICATED AS SCHED I I MAX 4 HR, UL MAX 3 HR,UL / / _.___ __ -.............. W-L-1001, OR EQ RATING NO: C-AJ-3030, OR EQ FILL BEHIND THE BOX -- --..-......_..._.....__.-.-- ._...._ __..__ ________ MAX 2 HR, ULRATING NO: WITH FIRE BLANKET - C-AJ-2001,OR MAX 3 HR, UL INSULATION TYP PIPE/CONDUIT THRU RATED GYP BD EQ TYPICAL INSUL CABLE BUNDLE THRU RATED -- c-AJ-1017,OR -- 14 EQ PARTN TYP PLASTIC PIPE THRU RATED CONC FLOOR 0CONC FLOOR TYP PIPE/CONDUIT THRU RATED CONC FLOORED TYP "J" BOX @RATED GYP BD PARTN 11 03„= 1' 0„ 12 3„= 1'-0" A915-2110A 3„= 1'-0" A915-5010A 3.,= 1'-0" 15 3., = 1'-0., A915 2012A \,........._} A915 2010A A915 40126 - - AO CABLE TRAY PARTITION A5 SCHEDULED 1/+. ACOUSTICAL INSULATION t17*4 ---- *� ` COVER PLATE _.___..-..._-- -__......_...______...._._._.___..._._...---.--..._.....-----.......-.-.-.__-- i J METAL STUDS r 11111414p1 FLEX CABLE BETWEEN CONTINUOUS WIREMOLD 4000 TYPE z / "J" BOXES,WHERE ELECTRICAL RACEWAY, OR z4 ' OCCURS APPROVED EQUAL, BLACK FINISH, v _ � OUTLET BOX PAD MOUNTED TO FACE OF CABLE TRAY N AROUND"J"BOXES PROVIDE(1)208 ELECTRICAL , DUPLEX PER RACK, CENTERED r ...../0iBETWEEN EACH EQUIPMENT RACK• Date of First Issue: )111 CONT ACOUS Project No: 16.24752.00 k Nil SEALANT AROUND"J" PROVIDE(1)110 ELECTRICAL A. -4 O BOXES DUPLEX @ EACH RACK,CENTERED Sheet Title -"411111111111V41.74041••• .. TYP MET"J"BOX OVER RACK MANUFACTURED • �� PARTITION MOUNT ADJOINING"J" EQUIPMENT RACK PENETRATION & MISC --)C----. BOXES IN SEPARATE ( )_ STUD CAVITIES DETAILS TYP '1J" BO)( GYP BD PARTN W/ ACOUS Original drawing is 42 x 30. Do not scale contents of this drawing. in 0 16 INSUL CABLETRAY EQUIP RACK Sheet Number `` 3"= 1'-0" 3116"= 1'-0" A915-5015A E) A915-4012A A9 1 4 N ______ coti 0111"1* 11, WN FARMERS INSURANCE Project FARMERS HILLSBORO OFFICE RELOCATION Prepared For FARMERS INSURANCE TIGARD, OR Contract No: 16.24752.00 IR:CEILING AS SCHEDULED ; 4W >e MET 112"REVEAL"Z"MOLD @ CLG, FIN FLUSH W/FO GYP BD - GYP BD PARTITION Hellmut , Obata + Kassabaum, Inc. TYPE AS SCHEDULED 9530 Jefferson Boulevard st Culver City, CA 90232 USA WALL FINISH AS SCHEDULED t +1 310 838 9555 f +1 310 838 9586 ON 2ND LAYER GYP BD All reproduction& intellectual property rights reserved MET"J"MOLD @ FIN 2015 LAYER GYP BD,WHERE In Association with P SCHED BY PARTN TYPE, FIN FLUSH W/FO GYP BD SYSKA HENNESY GROUP MEP 318"X 114"D REVEAL 330 N. WABASH AVE. SUTE 1505 pP TEL: 312.588.3560 CHICAGO, IL 60611 o \ WVVW.SYSKA.COM a J ¢ WOOD BASE AS SCHED, THICKNESS TO ALIGN Wl FO ' GYP BD,MOUNT DP LEVEL& Z SCRIBE BASE TIGHT TO o FLOOR FIN FLOOR AS SCHED, MOUNT TIGHT TO FO BASE FLUSH WOOD BASE @ RATED PARTN 10 6"= 1'-0" A910-3712A Key Plan CLDOOR TYPE AS SCHEDULED I EQ 1,, EQ I N TILE/STONE THINSET PARTN TYPE,AS SCHED —� `IMFLOOR FINISH AS CEILING AS SCHEDULED V 1111 METAL TRANSITION STRIP AS STONE BASE AS SCHED, MET 112" REVEAL"Z"MOLD @ SCHEDULED, HEIGHT EQUAL FINISH EXPOSED EDGES O TOP OF THINSET FLOOR CLG, FIN FLUSH WI FO GYP T TISH TO MATCH FINISH AS BD CARPET OR RESILIENT FLOOR SCHED,ALIGN VERT ►► GYP BD PARTITION FINISH A5 SCHEDULED, MOUNT JOINTS WIFLOOR JOINTS, TYPE AS SCHEDULED UON V ALIGN 11$"ABOVE TOP OF THINSET L. WALL FINISH AS SCHEDULED 141' FLOOR 118"GROUT JOINT Iffy .4 / A 111111.111 r FL EL CONT 4"X 20 GA MET Professional Seals ANCHOR BRACKET,ATTACH _ STONE FLOOR FINISH AS TO FO EA MET STUD W/(2)# / CONCRETE SCHED,THIN SET 8 SELF-TAP SM SCREWS LEVELING COMPOUND MIN 6" MOUNTED TO CONC SLAB l WIDE, FEATHER DOWN TO \ FLOOR ELEVATION 118"GROUT JOINT / MET"J"MOLD @FIN ) f EQ LAYER GYP BD, WHERE,t, ke/f 1 ], Z 118"UON SCHED BY PARTN TYPE, 1 / '� EQ �{ SEALANT @CONTROL \ FIN FLUSH W/FO GYP a JOINT,WHERE L DP BD w DOOR TYPE AS SCHEDULED I INDICATED z \� - " J , jr_•_ __I FL EL a J318"X 114 D REVEAL /\ — ¢ WOOD BASE AS SCHED, TRANSITION POINT THICKNESS TO ALIGN IN/FO No. Description Date BETWEEN FLOOR FINISHES ' GYP BD, MOUNT DP LEVEL& 1 90%REVIEW June 27 2017 SCRIBE BASE TIGHT TO ^ CONC SLAB CONTROL z N z 2 Issue for Bid&Permit July 07,2017 FLOOR FINISH AS SCHEDULED ' FLOOR,CONT BASE AROUND END OF PARTN WHERE mi ALIGNI JOINT,WHERE OCCURS uinie.A rrn " ir,iiiiiiiiiiiiiiiiiini:� ,, FL EL CONCRETE SLAB FIN FLOOR AS SCHED, MOUNT TIGHT TO FO BASE FLOOR FIN ISH TRANSITION STONE THINSET & BASE FLOOR DETAIL 15 FLUSH WD BASE @ NON-RATED PARTN 6"= 1'-0" A930 8010A 14 6"= 1'-0" 3"= 1'-I]" A910 3713A — _.._.....- -- --.._._..._..—. A920-4010A CER TILE OR STONE N :,.::_. RADIUSED EDGE TILE - PARTN TYPE AS SCHED @ CEILING, UON I f _ _._............................................................__......_......._....... 2ND LAYER GYP BD WHERE SCHED THINSET FLOOR FINISH •-.` ----..___............._._..__............-.-......._._.---__ -- AS SCHED,ALIGN FLUSH _ WI MET TRANSITION ' ; BD,WHERE SCHED LAYER GYP ED BFIN PARTN STRIP ._.. 1 TYPE,FIN FLUSH W/FO GYP BD —_ __-._..._..._._.___.........................._._._._.__...._.._...._.— METAL :-; PARTN TYPE AS SCHED -� — -- _— TRANSITION DP CTRIo ti Cr'[.1Frt - " RESILIENT BASE AS SCHED, RESILIENT FLOOR FINISH CERAMIC TILE WALL FINISH, ATTACH TO FO PARTN x AS SCHED,ALIGN FLUSH =r,7_ WHERE SCHEDULED WI MET TRANSITION N ALIG SLOPE-1:20 STRIP r N CERAMICS TILE BASE, o 114", MOUNT BASE TIGHT TO MAX I� I RADIUSED EDGE @TOP TOP OF SCHED FLOOR FIN �� ����������� v OF BASE WHERE \ EL ' CERAMIC TILE WALL FINISH NOT SCHEDULED ez FIN FLOOR AS SCHED CONCRETE SLAB LEVELING I1 A '',::',-.1"': CERAMIC TILE COVE ^ COMPOUND \ '" BASE,AS SCHEDULED •V FEATHER DOWN TO - _ PARTN TYPE AS SCHED FLOOR ELEVATION : .�SIv _• r THINSET CERAMIC TILE �c�112" FLOOR AS SCHEDULED TRANSITION POINT,OR - Date of First Issue: CARPET SEAM, BETWEEN ' Project DPscp FLOOR FINISHES AS 112"X 4"WOOD BASE AS No: 16.24752.00 SCHEDZ a SCHED,ATTACH TO FO I a PARTN Sheet Title Io RESILIENT OR CARPET in ° r FLOOR SLAB a 114", MOUNT BASE TIGHT TO FLOOR & BAS E FLOOR FINISH AS TOP OF SCHED FLOOR FIN ALIGN SCHED -• DETAILS ��7//////!/////!//////.11111111I1111111111111111II:: (1)FL EL FIN FLOOR AS SCHED I I _FLEL I I ,` tO /00 Original drawing is 42 x 30. Do not scale contents of this drawing. 1 $ FLOOR FINISH TRANSITION 119 '1 TILE BASE DETAIL SURFACE APPLIED WOOD/ RESILIENT BASE Sheet Number N 6 = 1 -0 A920-6010A \ 6 = 1 'D A910-5211A O 6"= 1'-0" A910-3711AA921 m r~ DP, UON PARTN TYPE AS I--. INTERSECTING PARTN TYPE AS SCHEDULED, PROVIDE 4"UON PARTN WHERE I - - SCHEDULED,PROVIDE • FRAMING A5INDICATED BY y / EQ EQ / ALUM SNAP-ON FRAMING AS INDICATED BY PARTN TYPE AS OCCURS TRIM SCHEDULED, PROVIDE MET STUD FRAMING I MET STUD FRAMING FRAMING AS INDICATED BY DIAGRAM ALUM DIAGRAM a" 318" MET STUD FRAMING I 1 1/2" -\ MULLION 318" DIAGRAM ALUM SNAP-ON TRIM 31$" 3/8" F A R E S ATTACH ALUM I .._ 318" 318" FRAME WIMIN#8 "' ► GLASS AS SELF-TAP SM II -- yE w SCHEDULED INSURANCE • SCREWS @12 OC ATTACH ALUM -\ _ , irk FRAME WIMIN#8 1 h 4"''' _ II ow SELF-TAP SM \ EN I \ V' SCREWS @12 OC 1'1 rI 1 .-- � CV 0 � i r CV \ ALUM SNAP-ON TRIM ■ _ �. W r w Project i[G1 1[7l j - T -\ ALUM SNAP-ON TRIM o ATTACH ALUM \ FARMERS HILLSBORO SELF T PME IMIN SM #8 ALUM SNAP-ON TRIM i ll l w GLASS TYPE AS SCHEDULED \ la dt OFFICE RELOCATION ct o ATTACH ALUM FRAME 0 SC:RFWS 812"OC , POSITION OF • ALUM FRAME WIMIN#8 SELF TAP GASKET A5 ALUM FRAME a� 1 112 / GASKET n Kn SM SCREWS @ 12"OC Prepared For DOOR TYPE AS SCHEDULED FARMERS INSURANCE LINE OF SILL OR LINE OF SILL OR HORIZ ALUM FRAME ALUM DOOR FRAME EQ EQ ` MULLION BEYOND MULLION INDICATED TIGARD, OR f /Is' GLASS AS SCHEDULED BEYOND n LINE OF JAMB BEYOND }� PARTN TYPE AS V LINE OF JAMB OR SCHEDULED, PROVIDE LINE OF JAMB BEYOND Contract No: 16.24752.00 VERTICAL MULLION FRAMING AS INDICATED BY BEYOND MET STUD FRAMING DIAGRAM GI HEAD DETAIL _� HEAD DETAIL ( JAMB DETAIL MULLION DETAIL HEAD DETAIL 6" = 1'-D" A930 20106 2 ) 6"= 1'-0" A930 2011D 6" = 11-0" A930-2011A 6"C4') = 1 -0' A930 2011C 6'= 1'-O" A930-2012B 0 GLASS AS SCHEDULED INTERSECTING INTERSECTING PARTN PARTN WHERE EQ EQ I WHERE OCCURS OCCURS I ti 4"UON r ,_ ATTACH ALUM ALUM FRAME, L 4"UON FRAME WIMIN#8 'I SELF-TAP SMREMOVABLE STOP @ Hellmuth; Obata + Kassabaum, Inc. SCREWS @12 OC / 1 1/2" �' DOOR WIDTH ALUM SILL ANCHOR, 9530 Jefferson Boulevard I le 1 112" f DOOR WIDTH SILL I ATTACH TO FLOOR W/MIN 1 112" ALUM SNAP-ON TRIM I ALUM SNAP-ON TRIMI 1 112" EMBEDMENT,"M N 11 PER @ ALUM SNAP-ON TRIM Culver City, CA 90232 USA M ,��- ALUM FRAME ALUM FRAME (2) I � t +1 310 838 9555 f +1 310 838 9586 INi _� SILL ANCHOR A POSITION OF `=1r ALUM MULLION ___iii GASKET AS2015 GLASS AS SCHEDULED LINE OF JAMB OR ATTACH ALUM FRAME All reproduction& intellectual property rights reserved© crurni a pn VERTICAL MULLION WIMIN#8 SELF-TAP SM SCREWS @12 OC In Association with DOOR TYPE AS SCHEDULED w ALUM TRIM 0 GLASS AS SCHEDULED �� 110-1DOOR TYPE AS SCHEDULED w Q'1 \ -`� , ; SYSKA HENNESY GROUP ,4, 'S AA FLOOR FINISH AS SCHEDULED - MEP ` \Oa � 330 N. WABASH AVE. SUTE 1505 CHICAGO, IL. 60611 E`' S AL j_ TEL: 312.5$8.3560 -- o `" UM FRAME - _ FL EL(1) 0 VVWW.SYSKA.COM LU N. • tie" z i o �� VI \ Ci 11;j 0 =..,___N , ii--irt _ � LINE OF SILL OR HORIZ ALUM SNAP-ON TRIM POSITION OF co �., GASKET AS MULLION BEYOND PARTN TYPE AS SCHEDULED SCHEDULED, PROVIDE PARTN TYPE AS FRAMING AS INDICATED BY SCHEDULED, PROVIDE LINE OF SILL OR MET STUD FRAMING FRAMING AS INDICATED BY HORIZ MULLION MET STUD FRAMING BEYOND DIAGRAM DIAGRAM 6 JAMB DETAIL 7 JAMB DETAIL S SILL DETAIL - 9 MULLION DETAIL ,� JAMB DETAIL 6"= 1'-0" 6"= 1'-0" 6" = 1'-0" 6" = 1'-0" 6,.. 1'4" A930-2010A A930-20115 A930-2011H A930-2011K A930-2012A Key Plan IBC SEISMIC CATEGORY D F: ,\ 3 5I8"X20GA MET STUDS IBC SEISMIC CATEGORY D-F: LATERAL BRACING @t. 48"OC, 3 5/8"X2OGA MET STUDS TEMPERED GLASS 3-5/8"X 20 GA MET STUD 45°EACH DIRECTION TO DOOR AS SCHEDliff@ 48"OC,45 DEG EA LATERAL BRACING @ 48"OC, DIRECTION FROM PARTN TO STRUCTURE 45° EACH DIRECTION TO MET BOTTOM RAIL AS SCHED STRUC,ATTACH-8rO PARTN STRUCTURE MET STUDS WI# SELF-TAP IBC SEISMIC SM SCREWS @ EA BRACE LINE OF JAMB BEYOND FACE OF PARTN AS SCHED CATEGORY D-F: 4ALUM ANCHOR BRACKET 1 12"LEG @STRUC, @ HEAD,ATTACH WIMIN AS M ANCHOR BRACKET LINE OF FLOOR CLOSER BELOW ATTACH WI(2)MIN 118" PARTN TYPE AS SCHED, (2)#$SELF TAP SM @HEAD,ATTACH WIMIN SCREWS TO MET STUD (2)#8 SELF TAP 5M n SST COVER PLATE PDF BRACE, 1-114"MIN ' MIN TYPE"A2A", 20 GA MET BRACING THRU 314" PIPE SCREWS F- MET STUD EMBEDMENT 1 STUDS, PROVIDE FRAMING �. BRACING THRU 314°PIPE LINE OF MET DOOR RAIL AS SCHED ,, AS INDICATED ON MET I SLEEVES SLEEVES Professional Seals T STUD FRAMING DIAGRAM IIIA 1III 41 �w►. CEILING AS SCHEDULED `1 44'i, ' _-,r- • EXTEND FLOOR FINISH AS ►rwrrr P 110,, i SCHED UNDER SST COVER TEMPERED GLASS DOOR AS SCHED CONT FRTW BLOCKING, ' " _ 0--- �a PLATE �� r �� ATTACH TO MET STUD (--. 4�� ATTACH TO ALUM v CEILING AS SCHEDULED \ _ _ I HEADER W!MIN{2)#8 o N ANCHOR BRACKET >/ T FL EL = = SELF TAP SM SCREWS @ = WIMIN#8 SELF TAP �� 1 N FLOOR SLAB �� 12"OC , OC SCREWS @12" a` AOipti JGOC O ■_ 3116"x1-114"xi 112"x9"L AllPti / S ® ® _ ATTACH ALUM FRAME TO ALUM ANCHOR 1 E, r1� ' ALUM PIVOT HOUSING, BRACKET WIMIN#8 J J ATTACH WI MIN(2)#12 - ALUM SNAP-ON TRIM � z SELF-TAP 5M SCREWS .4.1"P— I'll SELF-TAP SM SCREWS � @ 12"OG � � I/ \---.1 RECESSED FLOOR c`, >w�I w CLOSER CEMENT CASE ® I 211 II Y CENTER HUNG PIVOTALUM FRAME cK 2„ ALUM SNAP ON TRIM 118" 118" ai AS SCHEDULED Q N Description Date O o pt 114" v ALIGN ALUM CHANNEL ALUM FRAME 1 90/o REVIEW June 27 2017 3"UON = W/FIN CLG AS SCHED EQ EQ 2 Issue for Bid&Permit Jul 07,2017 r a STL PIVOT PLATE AS SCHED, CONT COMPRESSIBLE COMPRESSIBLE NON-SHRINK GROUT �- -2114"UON N / � TOP/BTM CENTER POINT o I FOAM GASKET PROVIDE MET ANCHOR �_ " F(IAhA C;l,GKFT BLOCK @ EA ATTACHMENT �r GLASS AS SCHEDULED I GQSKEOT ASOF ___ _ MET DOOR PULL AS SCHED MET TOP RAIL A5 SCHED DOOR TYPE AS SCHEDULED FIXED TEMPERED GLASS PANEL TEMPERED GLASS LINE OF JAMB OR DOOR AS SCHED VERTICAL MULLION LINE OF JAMB BEYOND BEYONDGIO SILL DETAIL @ GLASS DOOR JAMB DETAIL @ TMPD GLASS DOOR 3 HEAD DETAIL @ GLASS DOOR StHEAD DETAIL ,� 5 HEAD DETAIL - 3"= 1'-0" 3"= 1'-0" 3" = 1' D' 6"= 1'-0" 6" = 1'40" __.._.._... _ A930-5011A A930 5011 C A930 5011 B A930 2011E A930-2010C __ FACE OF PARTN TYPE AS SCHEDULED - _F _ PARTN TYPE AS SCHEDULED, �� MET CORNER BEAD @EACH EXPOSED CORNER _._....__.__......_...... / H INTERSECTING PARTN PROVIDE FRAMING AS ¢� _.. µ. _ INDICATED BY MET STUD WHERE OCCURS FRAMING DIAGRAM ELEC DOOR RELEASE AS SCHED. 31/2"UON DOOR WIDTH STEEL HEAD ANCHOR @ PROVIDE MET ANCHOR BRACKETS @ ------ PARTN TYPE AS / CENTER OF OPENING f s\ EACH HARDWARE ATTACHMENT TO / SCHEDULED, PROVIDE I PARTN TYPE AS WIDTH,ATTACH WIMIN L PARTN FRAMING AS INDICATED BY SCHEDULED,PROVIDE {2)#8 SELF TAP SM -/ MET STUD FRAMING I N\ y FRAMING AS INDICATED BY SCREWS / DOOR TYPE AS SCHEDULED, DIAGRAM j•_ MET STUD FRAMING / SHOWN IN HOLD OPEN POSITION _�-- 112" I 'L DIAGRAM s' - 1/2" 112 STEEL FRAME / 5114"LION / STEEL WALL ANCHORS, MIN(4)PER JAMB, r L.ir N STEEL WALL ANCHORS MIN (3)PER JAMB,ATTACH �! ,' �+ I ATTACH WIMIN(2)#8 SELF TAP SM SCREWS ___ 14 1111.. .-1 � WIMIN(2)#8 SELF-TAP SM POSITION OF GASKET,AS SCHEDULED \ \ SCREWS — — N 2' 1/2" N / \ �n �n ikloSTEEL FRAME �, � ---.- - N DOOR SHOWN IN CLOSED POSITION .--- \ \ v-11 +N \ STEEL FRAME III . \ N�I:/ r N I _ _ ull 1 . 2" POSITION OF GASKET, I. ` '1 2"---...„,,,... AS SCHEDULED Date of First Issue: POSITION OF Project = GASKET,AS r\ '\ �" S No: 16.24752.00 C7 2" 2" SCHEDULED POSITION OF DOOR _ / / / COORDINATOR AS SCHED, CONT 20 GA MET Z Sheet Title E - DOOR TYPE AS SCHEDULED MOUNT FLUSH W/FRAME, #8CLSELF TAP SM II IP,ATTACH WIMIN o --______ 1 112" 518" FINISH TO MATCH STEEL SCREWS @12"OC ALUM / STEEL FRAME O ^� / DOOR TYPE AS SCHEDULED LINE OF JAMB BEYOND FRAME AS SCill HED POSITION OF DOOR TYPE AS SCHEDULED 2 OPENING2" AND GLASS DOOR STEEL FRAME GASKET,AS LINE OF JAMB BEYOND DETAILS SCHEDULED PARTN TYPE AS SCHEDULED, PROVIDE FRAMING AS INDICATED BY MET STUD a_ FRAMING HEAD DETAIL ; JAMB DETAIL HEAD DETAIL - ELEVATOR LOBBY DOORS SJAMB DETAIL - ELEVATORMLOBBY DOORSrOriginal drawing is 42 x 30. Do not scale contents of this drawing- ON —_O 0 ti A930-3111B A930 3111A �� A930 33108 A930 3310A Sheet Number 0 A930N (c„N STEEL TRAPEZE ASSEMBLY,AS ELEC JUNCTION BOX& FLUSH MTD CLG ACCESS SCHED(MIN UNISTRUT P1001, SUSPENDED LIGHT/EQUIP o a _z_g_/ EQ / PANEL,WHERE OCCURS OR EQ) ASSEMBLY,ATTACH W/MIN o a GYP BOARD CLG OR SOFFIT (2)#10 SELF TAP SM t' _ - 2 X 2 APC MET J 0 - SCREWS LOAD 200 LB) u z ` MIN 12 GA LATERAL BRACING WIRE (MAX( LP" .-/)) `- • <'' SUSPENSION GRID STEEL CLIP,OR COMPRESSION STRUT,ATTACH W/MIN(2)#10 STEEL TRAPEZE 7 �' a. 1 X 1 CONCEALED SPLINE SELF TAP SM SCREWS ASSEMBLY, 14.1 ACOUSTIC CLG SYSTEM ,1 AS SCHEDULED z / ca f 2 X 4 APC MET a .5 SUSPENSION GRID LIGHT FIXTURE AS SCHED, =u i 1.1 S LOCATE AT CENTER LINE OF GRID, UON I FLUSH MTD FLUORESCENT - 1 EQ EQ LIGHT FIXT AS SCHED, "F1" INSURANCE \ ))t1/4 i I LI J / / �' INDICATES FIXT TYPE,WHERE FARMERS J ° NOTED I I I PENDANT MTD INDIRECT F;(—] LIGHT FIXT,AS SCHED / CLG MTD SPRINKLER HEAD I I o o\ - — — ,/ _ . — A5 SCHED,ALIGN WIGL OF Project E CLG GRID AND CL OF I = �� ADJOINING MECHIELEC FARMERS H I LLSBORO Lo' - — — — F - DEVICES WHERE OCCURS OFFICE RELOCATION _ 0l FLUSH MTD CLG DEVICE MIN 12 GA VERT HANGER 3116"x3"STEEL U CLIP& 0 _` I SYMBOL,AS SCHED J WIRE, FASTEN W/MIN(3) 318"DIA STEEL ALL ('s TURNS WIIN 1-112"DISTANCE THREAD ROD,ATTACH W/ ? \ - — C — — X. - Prepared For MIN (2)#10 SELF TAP SM a , FLUSH MTD 2 X 2 MECH NOTE: SCREWS(MAX LOAD 200 I ' f DIFFUSER,AS SCHED FARMERS INSURANCE PROVIDE FASTENERS COMPLYING WI UL EX- LB) ,1,12'I y 12 - TIGARD, OR 2258(TEST 1 OF 10 VERT CLIPS @200 LB,TEST 1 'I FLUSH MTD 1 X 1 MECH OF 2 LATERAL CLIPS @ 440 LB) DIFFUSER,AS SCHED Contract No: 16.24752.00 TRAPEZE CONNECTIONS DETAIL CLG SYSTEM RCP/SYMBOL DIAGRAM 4 3"= 1'-0" A940-1020B 114"= 1'-0" A940-2010A MIN 1/16"x 3"STEEL U CLIP @ MIN 8"x 12"x 10 GA STEEL ANCHOR STRAP, 0 R METAL DECK, MIN 20 GA EA HANGER ROD,ATTACH W/MIN SPAN(2)FLUTES,ATTACH W/MIN(4)#10 SELF STEEL CLIP, MIN 4"X4"X12 GA,ATTACH W/ OPTIONAL VERT HANGER WIRE (2)1/2"EB,2-114" EMBEDMENT TAP SM SCREWS MET DECK ROOF,WHERE MIN(2)#10 SELF TAP SM ATTACHMENT: SPRAY ON FIREPROOFING, (HILT!KB11, OR EQ) OCCURS SCREWS(LATERAL LOAD IN SHEAR) WIRE-TIE TO MIN#3 REBAR X 18"L W/(3)WRAPS AROUND rippri.. WHERE OCCURS / 4'-0"TO 8'-0"MAX / SPRAY-ON FIREPROOFING, REBAR AND(1)AROUND WIRE / CM MIN 6"x 12"x 12GA STEEL ANCHOR STRAP, SPAN MIN(2) JilLyri(- IIi � WHERE OCCURS / DECK FLUTES,ATTACH WI MIN - -- — — (4) - j 1 t > i. Hellrnuth Obata Kassabaum, inc. L I #10 SELF TAP SM SCREWS a ±„ METAL DECK 9530 Jefferson Boulevard J DEVICE/LIGHT JUNCTION BOX, METAL DECK "� - CONC STRUC, OR METAL METAL DECK ROOF �" ROOF Culver Cit CA 90232 USA ATTACH WI MIN(2)#10 SELF TAP WI CONC FILL DECK W/STRUC CONC ASSEMBLY s -I r— - - - r r y� SM SCREWS(MAX LOAD 200 LB) FILL �1 t +1 310 838 9555 f +1 310 838 9586 METAL DECK ROOF ,-�---- MIN 3I8"DIA STEEL ALL _MECH DUCT,OR OTHER x / / \\.. _.."1/i0 / THREAD HANGER ROD, @ OBSTRUCTION \ / \ ` / EACH END OF EACH / 2Oreproduction &intellectual property rights reserved CI TRAPEZE ASSEMBLY - STEEL CLIP, MIN �� L In Association with I_ _ r METAL DECK,W/STRUC CONC4 �' '�' METAL DECK, MIN i 1"x 2"x 1"L xI FILL _ ��, 20 GA G I 12GA,ATTACH WI O SYSKA HENNESY GROUP SPRAY ON FIREPROOFING, 3 -� \ ,, 5- MIN(2)#10 SELF MEP STEEL TRAPEZE ASSEMBLY @ 48 ATTACH STEEL U TAP SM SCREWS 330 N. WABASH AVE. SUTE 1505 WHERE OCCURS DC, UDN(MIN UNISTRUT P1001, 12 CLIP WI MIN(2) 518 MAXI312.588.3560 CHICAGO, IL 60611 S GA STEEL TRAPEZE ASSEMBLY OR #10 SELF TAP SM MIN 6"x 12"x 12GA STEEL MIN 12 GA VERT ��/ I/i I TWINW.SYSKA COM I EQ) // SCREWS HANGER WIRE, ANCHOR STRAP, ATTACH W/ I / \ \ � / MINir MIN 12 GA LATERAL BRACING FASTEN W/MIN(3) I -Y Y- 1 (2) 118"PDF,W!MIN 1-114" ` �� WIRE, FASTEN W/MIN(4) TIGHT TURNS MIN L TIGHT TURNS MIN 1-1I2" L y EMBEDMENT(HILTI D532, OR CEILING ASSEMBLY AS SCHED METAL STUD LATERAL BRACING,AS SCHED, DISTANCE 1-1/2"DISTANCE r., ATTACH TO STEEL TRAPEZE ASSEMBLY DEVICEILIGHT JUNCTION BOX, ATTACH VERT HANGER WIRES& ATTACH W!MIN(2)#10 SELF TAP LATERAL BRACING WIRES,WHERE NOTE: METAL DECK W/ SM SCREWS(MAX LOAD 200 LB) OCCURS,TO STEEL TRAPEZE PROVIDE FASTENERS COMPLYING W/UL COMPRESSION STRUT,AS CONC FILL ASSEMBLY �- PARTN TYPE AS SCHED EX-2258(TEST 1 OF 10 VERTICAL CLIPS @ SCHED,ATTACH WT MIN(2) MIN(2)#8 LATERAL BRACING WIRES @ NOTE: PROVIDE FASTENERS COMPLYING W/UL EX- 200 LB,TEST 1 OF 2 LATERAL CLIPS @ 440 #10 SELF TAP SM SCREWS EACH END OF TRAPEZE, EACH PAIR 2258(TEST 1 OF 10 VERT CLIPS @ 200 LB) SPLAYED 90° FROM EACH OTHER&45° LB,TEST 1 OF 2 LATERAL CLIPS @ 440 LB) FROM HORIZ PLANE 8 ELEC DEVICE ATTACHMENT- METAL DECK DET 9 TRAPEZE SUPPORT DETAIL ,� 0 WIRE ATTACHMENT-METAL DECK ROOF 3"= 1'-0" A940-1012A 1" = 1'-0" A940- 3 = 1 -0 A940-10100 Key Plan - 1020A — LATERAL BRACING WIRE VERTICAL HANGER WIRE COMPRESSION -8 FASTENER: MIN 1/8"PDF, MIN 1- STRUT FASTENER: MIN 118"PDF, MIN 1-1/4" MIN 2-1/2"x 20 GA x 12"L LONG LEG - ' - PARTITION TYPE,AS 1/4"EMBEDMENT, COMPLYING EMBEDMENT, COMPLYING W/ICC-ESR 1752 BOTTOM OF MET RUNNER TRACK,ATTACH W/MIN SCHEDULED W/ICC-ESR 1752 - METAL DECK (4)#10 SELF TAP SM SCREWS 111 ------ _ - PARTITION ANCHOR BRACKET, CONCRETE STRUCTURE MIN 2-1/2"x 20 GA @48"OC MET AS SCHEDULED 1111 STUD LATERAL BRACING,ATTACH WI MIN(2)#8 SELF TAP SM SCREWS 2"x 12"x 18 GA @ 12"0C SM STRAP, / STEEL CLIP, MIN 1"x 2"x 4"L x 12 Professional Seals LATERAL -/` GA,ATTACH W/MIN(2)#10 SELF <> S BRACING ATTACH W!MIN(2)#10 SELF TAP SM` SCREWS TAP SM SCREWS I I I / \ - MET DECK, MIN 20 GA \ I / \ / \ / / \ SPRAY-ON MIN 12 GA LATERAL BRACING / STEEL CLIP,MIN eat f FIREPROOFING, WIRE, FASTEN WI MIN (4)TIGHT G 1"x 2"x 1"L x 12GA 477 1 -_-� WHERE OCCURS TURNS WIIN 1-112"DISTANCE r � � MIN 12 GA \ 1 MIN2-112"x20 ��' HANGERWIRE,T \ /GA LONG LEG MET X518"\ RUNNER TRACK, FASTEN WI MIN(3) MAX _ J ` _ __ _ ATTACH W/MIN J , A. TIGHT TURNS WIIN 7:_____________/..- C No. Description Date - __ (2)#10 SELF TAP 1-112"DISTANCE 1 90%REVIEW June 27 2017 - SM SCREWS @ 12" MIN 12 GA LATERAL2 Issue for Bid&Permit July 07,2017 ATTACH RUNNER TRACK TO OC BRACING WIRE, COMPRESSION STRUT, SM STRAP WI MIN(2)#10 NOTE: FASTEN WI MIN(4) AS SCHEDULED SELF TAP SM SCREWS @12" MIN 2-112"x 20 GA PROVIDE FASTENERS COMPLYING TIGHT TURNS WIIN OC @ 16"OC MET STUD W!UL EX-2258(TEST 1 OF 2 LATERAL 1-112"DISTANCE VERTICAL SOFFIT CLIPS @ 440 LB) NOTE: FRAMING,ATTACH TO STEEL CLIP, MIN PROVIDE FASTENERS COMPLYING W/UL ..... RUNNER TRACK W/MIN 1"x 2"x 1"L x 12 GA EX-2258(TEST 1 OF 10 VERT CLIPS @200 LB, VERTICAL (2)#8 SELF TAP SM BRACING TEST 1 OF 2 LATERAL CLIPS @ 44D LB) .........----..-.-._.-......._........:.-..--------...................-......---------..-.......---------_-.-.-.........-....-_. SCREWS 0 SOFFIT FRAMING ATTACHM NT DETAIL A940-1050B 14 LATERAL BRACING WIRE ATTACHMENT WIRE ATTACHMENT - CONC STRUCTURE - - 3" = 1'-0" A940- 3"= 1'-0" A940- 1015A 1010A - _ MIN 2-1/2"x 20 GA x 12"L LONG LEG LATERAL BRACE FASTENER; MIN VERT HANGER WIRE BOTTOM OF I MET RUNNER TRACK,ATTACH W/MIN 118"PDF, MIN 1-114"EMBEDMENT, COMPRESSION STRUT FASTENER: \ / \ / (2) 1/8"PDFS, MIN 1-1/4"EMBEDMENT, STRUCTUREVi VI COMPLYING WITH ESR 1663 7-- 7- COMPLYING WITH ESR-1663 MIN 118"PDF, MIN 1-114" Y Y STRUCTURAL STEEL BEAM EMBEDMENT, COMPLYING WITH ---------------- I I SPRAY-ON FIREPROOFING, ESR-1663 - -_. .- � ' . __ WHERE OCCURS _ _ _ __- _ .........................._..... -. MIN 2-112"x 20 GA @ 48"OC MET I I SPRAY-ON FIREPROOFING, -- - - -------------- STUD LATERAL BRACING,ATTACH WI MIN WHERE OCCURS METAL DECK W/ (2)#8 SELF TAP SM SCREWS I I STRUC CONC FILL LATERAL 2"x12"x18 GA @ 12"OC SM STRAP, r- BRACING °` ATTACH IN/MIN(2)318"EB, MIN 2" I I k. I EMBEDMENT I ` li `Ii , I MET DECK W/ - r I J STRUC CONC FILL L (- — — — — -1 - - 1-- II SPRAY-ON `° 0O STEEL CLIP, MIN \\ I / \ l / / FIREPROOFING, : I 1"x 2"x 1"L x 12GA, V / / \ v v / WHERE OCCURS j ATTACH W/MIN 118"PDF, 518 "MAX - 111" I 112"EMBEDMENT(HILTI = - --a L- -o - _ t� J STEEL CLIP, MIN "� -................... __...... ....._..-- ...-.._ --- --- 1\ ! / \ I I MIN 2-1/2"x20 MIN 12 GA CC27, OR EQ) _.__.........-.__ -._-.....-.--._ GA LONG LEG MET LATERAL BRACING (� 1"x 2"x 1"L x 0 \ I / / \ \ V / I / RUNNER TRACK, WIRE, FASTEN W/ MIN 12 GA VERT HANGER 12 GA Lc...*: - -- ATTACH WI MIN MIN(4)TIGHT WIRE, FASTEN W/MIN(3) MIN 12 GA VERT PDF @ 12OC, MIN TURNS W/IN HANGER WIRE, 5/8" MAX Date of First Issue: ' - 11$" " TIGHT TURNS WIIN 1 112" 1-112"DISTANCE FASTEN W/MIN ATTACH RUNNER 1-114"EMBEDMENT, DISTANCEy� ' ` Project No: 16.24752.00 COMPLYING WITH ESR- 'f TRACK TO 5M STRAP 1663 MIN 12 GA LATERAL (3)TIGHT TURNS W/MIN(2)#10 SELF STEEL CLIP,MIN COMPRESSION STRUT,AS BRACING WIRE, FASTEN W/IN 1-112" Sheet Title TAP SM SCREWS @12" MIN 2-1/2"x20 GA 1"x 2"x 1"L x 12 GA,ATTACH SCHED,ATTACH W/MIN WI MIN(4)TIGHT DISTANCE oc @ 16"OC MET W/MIN 118" PDF, 112" 118"PDF, 112" EMBEDMENT(HILTI TURNS WIIN 1-112" CEILING FRAMING STUD VERTICAL SOFFIT EMBEDMENT(HILTI CC27, OR CC27 DISTANCE COMPRESSION STRUT, FRAMING,ATTACH TO EQ) OR EQ) AS SCHEDULED DETAILS RUNNER TRACK W/MIN VERTICAL (2) NOTE: BRACING #8 SELF TAP SM SCREWS PROVIDE FASTENERS COMPLYING W/UL EX-2258 STEEL CLIP, MIN NOTE: 1"x2"x1"Lx12 (TEST 1 OF 10 VERT CLIPS @200 LB,TEST 1 OF 2 PROVIDE FASTENERS COMPLYING W/UL EX-2258 LATERAL CLIPS @ 440 LB) GA a. (TEST 1 OF 10 VERT CLIPS @200 LB,TEST 1 OF 2 o LATERAL CLIPS @ 440 LB) Original drawing is 42 x 30. Do not scale contents of this drawing. cp 18 SOFFIT FRAMING ATTACHMENT DETAIL 9 WIRE ATTACHMENT - STEEL BEAM 24 WIRE ATTACHMENT - METAL DECK Sheet Number id A941 3 1' 0" A940 1050A 3 = 1 0 A940-1010D 3 1' 0" A940-10108 N ((0 ti u u \ u ‹ BOTTOM OF STRUCTURE CORRIDORS AND SPACES MET COMPRESSION STRUT SPACER BAR TO MAX.8'-0"WIDE 4-WAY LATERAL NOTES:ir BOTTOM OF STRUCTURE OCCURS @ EACH SET OF BRACING WIRES WI 1, HANGER AND BRACING \ I / MIN 2-1l2"x16 GA MET U U \ U U U LATERAL BRACING WIRES (4) 12 GA WIRES WIRES SHALL NOT BEND / RUNNER TRACK 4 WAY LATERAL - SPLAYED 90°FROM SPACES GREATER THAN 8'-0"WIDE Y / 1 / AROUND OBSTRUCTIONS. COMPRESSION STRUT(UR 12 GA VERTICAL HANGER WIRES BRACING WIRES , II EACH OTHER AT AN i PROVIDE TRAPEZE SUPPORT RATIO LESS THAN 200 MAX) ANGLE OF 45° ASSEMBLY WHERE @ EA SET OF LATERAL 4-WAY LATERAL BRACING FROM THE PLANE o 4r WIRES W/(4)12 GA WIRES LIGHT FIXTURE OR \IOF THE CEILING, �- o • OBSTRUCTIONS PRECLUDE BRACING WIRES,ATTACH TO WIRES p 90°FROM EACH OTHER MECHIELEC AND MET DIRECT SUSPENSION STRUCTURE AS INDICATED MANUFACTURER ICC NUMBER LARR NUMBER 11 OTHER AT AN ANGLE OF DEVICE t. COMPRESSION MINI VBY"WIRE ATTACHMENT" 45°FROM THE PLANE OF II '�' STRUT AT EACH I 2A I . HANGER WIRES SHALL NOT DETAIL,ATTACH TO APC HANG MORE THAN 1 IN 6 MAIN RUNNER TRACK W!M!N ti THE CEILING MAIN RUNNER SET QF LATERAL SUSPENSION: \ OUT OF PLUMB (2)114"M8 @48"OC BRACING WIRES USG DONN #25764 FA. RMERS 8"MAX FINISH CLG AS SCHED o o o o - 3.OPTIONAL ATTACHMENT OF 12 GA VERTICAL HANGER ARMSTRONG #25032 1EL1=1 7/ NOTES: I CLG GRID TO PARTN TYPE, WIRE @ 4'-0"OC, FASTEN ACOUSTICAL CEILING TILE: aO AS SCHED, IS PERMITTED TO APC MAIN RUNNER USG #1939 #22089 INSURANCE 1.HANGER AND BRACING I Imaiskffamsar-iniliii - = - = ON MAX(2)ADJACENTWIMIN(3)TIGHT TURNS WIRES SHALL NOT BEND I — SIDES,W!(2)OPPOSITE W/MIN 1-112"DISTANCE CEILING GRID: AROUND OBSTRUCTIONS. —I — SIDES FREE&UNATTACHED y USG #2244 _ In , 4-0 MAX ,/ PROVIDE TRAPEZE SUPPORT ; - I N 12 GA SET OF LATERAL c� ASSEMBLY WHEREFr/ . o a 0 SPACE BAR BRACING WIRES,AS SCHED, x STUD WALL #25529 o Lu OBSTRUCTIONS PRECLUDE ¢ FASTEN TO APC MAIN DIRECT SUSPENSION - TEE SPLINE,WHERE v, 8"MAX. RUNNER(OR TO CROSS Project ci) - 1' CONCEALED SPLINE CEILING 1 HILTI #25646 E a 2.HANGER WIRES SHALL NOT l; 1 RUNNER, MAX 2"FROM HANG MORE THAN 1 IN 6 OCCURS III I I III MAIN RUNNER)WIMIN(4) FARMERS H I LLSBORO I . _ j - 24"X 24"LAY-IN CROSS TIGHT TURNS W/IN 1-1/2" OUT OF PLUMB , RUNNERS,WHERE OCCURS DISTANCE OFFICE RELOCATION 3.ATTACHMENT OF CEILING I 'EMI MO MIMI��I,_I I ____ GRID TO PARTN TYPE AS _1I�' 12 GA VERTICAL HANGER MAX 2"MAX APC CEILING SYSTEM,AS SCHEDULED IS PERMITTED �)ADJACENT / [,2" / / SCHED Prepared For \ 4 FL EL / ON OF2THE ROOM W/(2) 2'-0" 4.-0"MAX �8"MAX MAIN RUNNER @ 48"OC MET MAIN RUNNER TRACK FARMERS INSURANCE OPPOSITE SIDES FREE& / i, i I _ 1 ? CROSS RUNNER @24"OC • O6 4'Q"MAX 12'-0"MAX BETWEEN LATERAL BRACING \ UON NOTE: TfGARD, OR UNATTACHED / PROVIDE FASTENERS COMPLYING W/UL EX-2258 (TEST 1 OF 10 VERT CLIPS @ 200 LB,TEST 1 OF PARTITION TYPE / ir 4'0"MAX 12'-0"MAX BETWEEN LATERAL BRACING 2 LATERAL CLIPS @ 440 LB) Contract No: 16.24752.00 AS SCHEDULED 1C--- APC CEILING FRAMING SECTION 2 APC CEILING FRAMING SECTION 4 IAPC -- COMPRESSION STRUT DETAIL CEILING CONSTRUCTION REPORT NUMBERS 1/4"= 1'-0" A940-2020B 114"= 1'-0" A940 2020A J 3 1 0 A940 2020C 1 112 1 0 0 + ! 12 GA VERT HANGER WIRED @ FREE UNATTACHED ENDS ATTACHED ENDS 48"OC,CONT UP TO STRUC SET OF 4-WAY LATERAL BRACING WIRES&MET COMPRESSION STRUT, -iellrr`!lat , Obata + Kassabaum. Inc. MET PLATE COVER, 12 GA VERT HANGER AS SCHED 9530 Jefferson Boulevard ATTACH TO CHANNEL WIRED @ 48"OC, 8"MAX PARTN TYPE PARTN TYPE / / / FREE UNATTACHED ATTACHED END Culver City, CA 90232 USA AS SCHED MOULDING @ FIXED ENDS --f CONT UP TO STRUC AS SCHED END y 8"MAX APC MET MAIN RUNNERS SET OF 4-WAY LATERAL A t +1 310 83$ 9555 f +1 310 838 9586 -/ /- APC CLG TILE BRACING WIRES&MET V COMPRESSION STRUT, Ail reproduction &intellectual property rights reserved 2015 314" AS SCHED In Association with / PARTN TYPE 314" 8"MAX PARTN TYPE //� / ASSCHED /� _ , / ASSCHED / SYSKA HENNESY GROUP I° _�r�lJr MEP jr11 I I I I I I I i I I ki1 4Yil +� i■� '� ... .air I I I 330 N. WABASH AVE. SUTE 4505 CHICAGO, IL 60611 TEL: 312.588.3560 WWW.SYSKA.COM 7/8"x 2"MET CHANNEL - POP-RIVET FASTENER @ APC MET MAIN RUNNER APC MET MAIN RUNNER MOULDING, EACH SIDE OF 7/8" 7/8"MIN EACH RUNNER TRACK I\\ --.'-0-- EXPANSION JOINT ,4,-,—\\ APC MET CROSS RUNNER APC MET CROSS RUNNER \\ .6-0-- APC CLG TILE APC CLG TILE 7/8"X7/8"MET METAL SUSPENSION CLIP METAL SUSPENSION 7/8"x2" MET PERIMETER MIN 314"x3/4"x16GA 7/8"x2"MET PERIMETER PERIMETER MOULDING, AT EACH RUNNER, CLIP CLIP @ EACH RUNNER, SHADOW MOULDING @ MET ANGLE SPACER SHADOW MOULDING @ ATTACH TO PARTN TYPE TO METAL PERIMETER RIGIDLY ATTACH TO FREE UNATTACHED ENDS, WHERE CROSS ATTACHED ENDS,ATTACH TO WI MIN#10 SELF TAP MOULDING @ FREE RUNNER W/MIN#10 ATTACH TO PARTN TYPE RUNNER IS MORE PARTN TYPE W/MIN#10 SM SCREWS @ 16'OC UNATTACHED ENDS. STS @ ATACHED ENDS, WI MIN#10 SELF TAP SM THAN 12"FROM END SELF TAP SM SCREWS @ SEISMIC CATEGORY D-F CLIP TO METAL SCREWS @ 16"OC 16"OC,ATTACH TO RUNNERS BRACED CEILING PERIMETER W/POP-RIVET COMPLYING ICC-ESR-1308,OR EQ MOULDING. WI UBC STANDARD 25-2 OAPC - EXPANSION JOINT DETAIL (-----7APC - SUSPENSION DETAIL 8 APC - SUSPENSION DETAIL 3"= 1'-0" A940-2120C 3"= 1'-0" A940-2121A 3"= 1'-0" A940-2120B Key Plan SPACES NOTES: 8 GA VERTICAL HANGER WIRE @ 48"OC, TO MAX.8'0"WIDE 4-WAY LATERAL ir BRACING WIRES-(4) I BOTTOM OF STRUCTURE FASTEN TO MAIN RUNNER W/MIN(3) MET COMPRESSION STRUT 12GA WIRES o 0 0H i 0 0 1. HANGER AND BRACING \ I / TIGHT TURNS W/IN 1-1/2"DISTANCE, U U U @EACH SET OF LATERAL SPLAYED 90°FROMII SPACES GREATER THAN 8.-0" WIDE WIRES SHALL NOT BEND CONT UP TO STRUC T BRACING WIRES EACH OTHER AT AN / / AROUND OBSTRUCTIONS. 12GA SET OF LATERAL BRACING WIRES, PROVIDE TRAPEZE SUPPORT AS SCHED, FASTEN TO MAIN RUNNER W/ / 8 GA VERTICAL HANGER _c_o ° °" ANGLE OF 45° ASSEMBLY WHERE MIN 2-112"x 16GA MET RUNNER TRACK(UR MIN(4)TIGHT TURNS W/IN 1-112" / WIRES = FROM THE PLANE OF THE CEILING)- 0 _ ° • ° OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION RATION LESS THAN 200 MAX}COMPRESSION DISTANCE, CONT UP TO STRUC /// STRUT @EACH SET OF LATERAL BRACING 4-WAY LATERAL BRACING AND MET ~~. WIRES,ATTACH TO STRUC AS INDICATED BY 1-1/2"x 1.12LB/FT @ 48"OC HOT ROLLED WIRES-(4)12GA WIRES CONTROL 1 - COMPRESSION 2. 'WIRESTEEL CHANNEL MAIN RUNNER - n SPLAYED 90°FROM EACH JOINT STRUT AT EACH HANGER WIRES SHALL NOT ATTACHMENT"DETAIL,ATTACH TO MAIN 4v. LY OTHER AT AN ANGLE OF SET OF LATERAL HANG MORE THAN 1 IN 6 RUNNER W/MIN(2)# 10 SELF TAP SM SCREWS n n a • OUT OF PLUMB Professional Seals \ 45°FROM THE PLANE OF 8 MAX -'~ �- BRACING WIRES 12GA SET OF LATERAL BRACING WIRES,AS THE CEILING r� 3 SCHED, FASTEN TO MAIN RUNNER W/MIN(4) / / 0 0 o o ATTACH GYP BD CEILING AS TIGHT AS SCHED PARTN TYPE FINISH CLG SCHED,TO EACH ADJOINING r o_-_ - �-. o TURNS W/IN 1-1/2"DISTANCE, CONT UP TO PARTN TYPE 8"MAX A5 SCHEDI \ AS SCHEDULED \ -co\ PARTN STRUC / / / I / ///' NOTE: \ -o 0 0 o ' 8"MAX--Y 1. HANGER AND BRACING w o ;�_ LIGHT FIXTURE OR 73/8" Akr.7"..11\ !n SHALL NOT BEND �- / / c� / 4'-0"MAX / AROUND OBSTRUCTIONS. X 1><0 0 0 0 o MECHIELECT DEVICE ij aw PROVIDE TRAPEZE a y �' \ / = SUPPORT ASSEMBLY oN I \ --- i / NN co 0 MAIN RUNNER 1 112"x --1-� z "' WHERE OBSTRUCTIONS #8GA VERTICAL HANGER WIRE _ `� Q PRECLUDE DIRECT CHANNEL HOT ROLLED STEEL - 48"OC,FASTEN TO MAIN 11-- No. Description Date SUSPENSION \ L o d o • - o _ ! e o o — CROSS FURRING,718"x \ X X RUNNER WIMIN(3)TIGHT 1 90%REVIEW June 27 2017 2. HANGER WIRE SHALL 111 TURNS WIIN 1 112"DISTANCE, y o Q o 0 0 26GA @ 16"OC MET HAT /� 2 Issue for Bid&Permit Jul 07 217 T \ CONT UP TO STRUC NOT HANG MORE THAN \ CHANNEL MAIN RUNNER, 1-112"x V 1 IN 6 OUT OF PLUMB 518"GYP BD CEILING I--- -- _-- 1.12LB/FT 48"OC HOT ROLLED SGA VERTICAL HANGER WIRE @ 718"x 26GA @ 16"0C HAT CHANNEL 4.-0"MAX v STEEL CHANNEL \ 3. ATTACH GYP BD ED / CROSS FURRING, SADDLE TIE TO EA _ _ \ o o 0 0 � � 2 MAX 2 MAX CEILING AS SCHED,TO /N / RUNNER W/ 16GA TIE WIRE EACH ADJOINING 4'-0"MAX 12'-0" MAX BETWEEN LATERAL BRACING �\ - CROSS FURRING, 7/8"x 26GA PARTN / / / 1"x 1"x 166A/0A CONT MET ANGLE, 8"MAX 5!8"GYP BD CEILING MET HAT CHANNEL @ 16"OC, PARTN TYPE AS �/ / 1 SADDLE TIE TO MAIN RUNNER ATTACH WMIN#10 SELF TAP SM -- -_- SCHEDULED Zo / 4'-0"MAX 12'-0"MAX BETWEEN LATERAL BRACING W/MIN 16GA TIE WIRE °@ SCREWS H PARTN MET STUD 16" • _...._-....-.-. - - OC,AND ECH MAIN RUNNER -.- �.... ... ...... -_.... ..- ----.. .... Go GYP BD CEILING FRAMING SECTION GYP BD CEILING FRAMING DIAGRAM 4 GYP BD CLG-COMPRESSION STRUT DET 0-- 1GYP BD CEILING - SUSPENSION DET -- If:—-- .. -.— 114"= 1'-0" A940-3020C 1/4"= 1'-0" A940- 3020B 940 3" 1'-0" A940 3020D / 3" = 1' 0" A940 3120A -- 3020 B / .-._ 8 GA VERTICAL HANGER WIRE @ 48"QC, ----.-._ _........__.-............. -- ---_... .___ FASTEN TO RUNNER WI MIN(3)TIGHT TURNS W/IN 1-1/2"DISTANCE, CONT UP TO STRUC .............__ -----------........-.......-....------.......---------..------ • 1-112"x 1.12LB/FT @ 16"OC HOT ROLLED - . STEEL CHANNEL MAIN RUNNER -- - - - 12 GA SET OF LATERAL BRACING -- - WIRES AS SCHED, FASTEN TO RUNNER W/MIN(4)TIGHT TURNS W/IN 26 GA MET HAT CHANNELS @ 1-1/2"DISTANCE,CONT UP TO STRUC 12"OC,MIN(2) PER ACCESS PANEL,ATTACH TO ACCESS PANEL W!MINGYP#8BD / 4"MAX / SELF TAP SM SCREWS @ - - --- .................._.....................-.........-m ._........ _� 8"OC S (112" \\'''' '' 1.., it(N) S —93Iro / - — 1-- / I ' F -� / 1/ 1 Date of First Issue: 1" 518"GYP BD Project SUSPENDED CLG �' No: 16.24752.00 Jr 8"MAX 2"MAX TAPE"&SAND SMOOTH t t ALIGN 118")r Sheet Title MET CONTROL JOINT,TAPE —�1 ACCESS PANEL SIZE CEILING SYSTEM &SAND SMOOTH FLUSH W! CONT ALUM FRAME WI 518"GYP BD, SUSPENDED FACE OF GYP BD ELASTOMERIC GASKET CEILING ASSEMBLY 518"GYP BD CEILING EXPANSION JT MET"L"MOULDING DETAILS LINE OF WALL EXP JOINT 7/8"x 26GA @ 16"OC HAT CHANNEL BEYOND,ALIGN W/CLG 5/8"GYP BD ACCESS CROSS FURRING, SADDLE TIE TO EA JOINT PANEL,MET"L"MOULDING a RUNNER W/16GA TIE WIRE @ EACH SIDE OF PANEL co Original drawing is 42 x 30. Do not scale contents of this drawing. O GYP BD CLG-CONTROL JOINT DET SEISMIC JOINT @ GYP BD CEILING 8 GYP BD ACCESS PANEL DET Sheet Number `° r6 0 3" = 1'-0" A940-3120B 3"= 1'-0" A975-4033D 3 = 1'-0" A940-3320B A942 N CD r- PARTN TYPE AS PARTN TYPE AS MIN 2-112"x 20 GA @ 16"OC SCHED SCHEDULEDVERT MET STUDS SOFFIT MIN 2-112"x 20GA @ 16"OC iy111,1 I 1 L „20GA @ 16"OC MIN 2-112"x 20 GA @ 48"OC VERT MET STUDS SOFFIT VERT MET STUDS SOFFIT FRAMING, CONT R� MET STUD LATERAL FRAMING, CONT UP TO UPSTRUC - VERT HANGER WIRES,CONT FRAMING, CONT UP TO UP TO STRUC BRACING,ATTACH WI MIN 45, STRUC STRUC MIN 2-112"x 20 GA @ 48"OC MET (2)#8 SELF TAP SM - MIN 2-112"x 20GA @ 16"OG 4s°� MIN 2 112"x 20GA @ 48"OC MET STUD LATERAL BRACING,CONT Nr1 SCREWS, CONT UP TO MET STUD LATERAL STUD LATERAL BRACING, CONT UP TO STRUC,ATTACH TO 8 MAX STRUCT" " BRACING,CONT UP TO / UP TO STRUC,ATTACH TO jVERTMETSTUDWIMIN(2)#8 / ///// VERT MET STUD W/MIN 2 SELF TAP SM SCREWS MIN 2-112 x 20 GA @ 16 OC7 STRUG,ATTACH TO VERT rI SELF TAP SM SCREWS O#8 / _4S° I 6 /T 518"GYP BD, SUSPENDED MET STUD SOFFIT I� MET STUD WI MIN(2)#8 SELF l/FRAMING, CONT UP TO /7 TAP SM SCREWS `� 1Z CEILING ASSEMBLY57RUCT 1 VERT HANGER WIRE,WHERE -W VERT HANGER WIRE,WHERE 1 VERT HANGER WIRE,WHERE :4- / 1 OCCURS,MAX B"FROM END 1OCCURS,MAX 8"FROM ENDI OCCURS MAX 8"FROM ENDx � OF MET RUNNER, CONT UP TO X x OF MET RUNNER,CONT UP o OF MET RUNNER, CONT UP TO STRUC TO STRUC STRUC FARMERS\ X4 / , V.. .. INSURANCE VERTICAL HANGER WIRE, t SOFFIT HT w i t i i l 1 I T i i i i i i i i MIN 3518"x20 GA MET WHERE OCCURS, MAX 8" \ L FROM END OF MET RUNNER, L \ 1 SOFFIT HT SOFFIT HT > RUNNER TRACK,ATTACH IN/ CONT UP TO STRUC \ .` t APC CEILING 40001 LP I I I l i f l I i tui MIN#8 SELF TAP SM SCREWS ASSEMBLY,AS SCHED \ IL -.5 ' 518"GYP BD APC CEILINGEt @ 12"OC SUSPENDED CEILING w ASSEMBLY,AS 5/8"GYP BD " nccctiaoi v b MET"L"MOULDING(-- MIN. 1-112"x 1-1/2"x 20 SCHEDULED " Project 6 GA FRAMING ANGLE x FRAMING"ANGLESx 20 GA I 1 6 J CLG HT MIN 2-1/2"x 20 GA @ 16" 5/8"GYP BD _ x ::, FARM ERS H I LLSB0RO x u, OC MET STUDS SOFFIT4If \ „ „ —�4 CLG HT 5/8”GYP BD a FRAMING 'JrMIN. 1-112 x1-1/2 x20GA \ I \ OFFICE RELOCATION ALIGN APC CEILING ASSEMBLY, 1 > I CLG HT FRAMING ANGLE SUSPENDED CEILING aY CLG „ MIN 2-112"x 20 GA @ 16"OC MET AS SCHED _� 48 MAX ASSEMBLY - HT STUDS SOFFIT FRAMING Prepared For 1"xi.x 16 GA CONT MET w 318"x 318"MET PERIMETER \ u) MIN 2-112"x 20 GA @ 16"OC , ; 1"x 1"x 16 GA CONT MET ANGLE,ATTACH W/MIN#10 ¢ REVEAL MOULDING w - — MIN 2-1/2"x 20 GA MET w MET STUDS Q ANGLE,ATTACH TO EACH MAIN FARMERS INSURANCE w RUNNER TRACK,ATTACH ¢- M1N 2-112"x 20 GA MET RUNNER ¢ RUNNER W/MIN#8 SELF TAP SELF TAP SM SCREWS TO EACH MET STUD @ 16"OC,AND EACH - r 48 MAX /-- j Wl MIN(2)#8 SELF TAP SM TRACK,ATTACH WI MIN(2)#8 SM SCREWS TIGARD, OR MAIN RUNNER CHANNEL SCREWS TO EACH MET 1 SELF TAP SM SCREWS TO - -- APC CEILING ASSEMBLY, 518"GYP BD, SUSPENDED STUD @ 16"OC EACH MET STUD @ 16"OC AS SCHED CEILING ASSEMBLY Contract No: 16.24752.00 (1APC-GYP BD CLG TRANSITION DET C2) GYP BD SOFFIT DETAIL ( APC-GYP 3 BD SOFFIT DETAIL (4APC-GYP BD SOFFIT DETAIL I GYP BD CLG-OFFSET TRANSITION DET 3 = 1 4 A940 4D10A 1 112 = 1 -0A940 40118 / 1 112 = 1'-0" A940 4010D 1 112 = 1 4 A940 4010G 3"= 1'-O" A940 4011A VERTICAL HANGER WIRE, o pi VERTICAL HANGER WIRE, CONT CONT UP TO STRUC ,Z UP TO STRUC V MIN 2-1/2"x GA @ 48"OC MET VERTICAL HANGER WIRE, Plfr MIN 2-112"x GA @ 48"OC MET STUD LATERAL BRACING,ATTACH CONT UP TO STRUC STUD LATERAL BRACING, ATTACH TO VERT MET STUD TO VERT MET STUD W/MIN(2)#8Z1\1 MIN 2-1/2"x GA @ 48"OC MET Wl MIN(2)#8 SELF TAP SM VERT HANGER WIRES, SELF TAP SM SCREWS, CONT UP STUD LATERAL BRACING, lkSP SCREWS,CONT UP TO STRUC / / CONT UP TO STRUC TO STRUC ATTACH TO VERT MET STUD 5' MIN 2-112"x 20GA @ 16"OC a�� WI MIN(2)#8 SELF TAP SM MIN 2-112"x 20GA @ 16"OC VERT FRAMMETINGSTUDCONT UP SOFFITTOSTRUC SCREWS, UP TO STRUC \ VERT MET STUD SOFFIT , FRAMING, CANT UP TO STRUC APC CEILING ASSEMBLY, MIN 2-112"x 20GA @ 16"OC 111//li A5 SCHEDULED VERT MET STUD 50FF{T HeIITtLlth, ObataKassabaum, Inc. SOFFIT HT �f FRAMING, CONT UP TO STRUC 9530 Jefferson Boulevard 6 / \ e \ SOFFIT HT SOFFIT Hr Culver City, CA 90232 USA SOFFIT HT I — 518"GYP BD SUSPENDED I APC SUSPENDED CLG O t +1 310 838 9555 f +1 310 838 9586 \ 0 X w CLG ASSEMBLY / I 518"GYP BD "M 1 X / ASSEMBLY AS SCHED SUSPENDED CLG ,�; 1 a I u5 518"GYP BD All reproduction& intellectual property rights reserved D I X w / 6"UON ¢ 518" GYP BD iz In Association with 8"MAX L X — LIGHT FIXTURE,AS SCHED 5!8"GYP BD X LIGHT FIXTURE,AS SCHED �" �� \ 3". X LIGHT FIXTURE,AS / 8"MAX / - CONT 6"x 1-112"x 20GA BENT ME�SKA HENNESY GROUP CONT MET �� Mai MET"L"MOULDING —w►� SCHED SM REFLECTOR,ATTACH TO 330 N. WABASH AVE. SUTE 1505 z PERIMETER _ O VERT MET STUD WI MIN#8 6 0 MOULDINGCEJ MM _ 6 , 0 MET"L"MOULDING CHICAGO, IL 60611 N SELF TAP SM SCREWS @ 16" TEL: 312.588.3560 1. 1 } OC CHANNEL VVWW.SYSKA.COM [ I 1 1 N r - I �+ I e \ CLG HT v ,�,� -- -- PERIMETER EDGE TRIM �'� CLG HT f \\ \ (h % . - OCLG HT } I I \ CLG HT (f APC CEILING ASSEMBLY, 718"x 26GA @ 16"OC yy�� y) Lu AS SCHEDULED MET HAT CHANNEL CONT 6"x 1-112"x 20GA BENT rn LU ¢ CROSS FRAMING ,`�"3 SM REFLECTOR,ATTACH TO 718"x 26GA @ 16"OC CONT 6"x 1 1!2"x 20GA BENT Q VERT MET STUD W/MIN#8 MET HAT CHANNEL SM REFLECTOR,ATTACH TO APC CEILING ASSEMBLY,AS ¢ 518"GYP BD SUSPENDED CLG < CROSS FRAMING 'I' VERT MET STUD W/MIN#8 > SELF TAP SM SCREWS @ 16" E SCHED,ATTACH EACH CLG ASSEMBLY,ATTACH CROSS 518"GYP BD SUSPENDED CLG SELF TAP SM SCREWS @ RUNNER TO MET RUNNER FURRING TO MET RUNNER TRACK MIN 1-1/2"x 20GA MET ASSEMBLY,ATTACH CROSS 16"OC TRACK W/SM ANCHOR CLIP& t MIN 2 112"x 20GA MET WI MIN (2)#8 SELF TAP SM RUNNER TRACK FURRING TO MET RUNNER MIN(2)#8 SELF TAP SCREWS RUNNER TRACK SCREWS TRACK W/MIN(2)#8 SELF TAP MIN 1-1/2"x 20GA MET SM SCREWS RUNNER TRACK C--�� APC-OFFSET CEILING TRANSITION DET �IGYP BD CLG COVE LIGHT DETAIL GYP BD CLG-APC COVE LIGHT DETAIL (9APC-GYP BD CLG COVE LIGHT DETAIL 63 = 1 -0" A940-4010C I3 = 1 A940-4140C 8 = 1 4 A940-4140B 3"= 1'-0" A940 4110A Key Plan 1 1 \ 1 / \ I / RECESSED PARTN TYPE,AS 1/ Y FLUORESCENT r SCHEDULED PARTN TYPE,AS SCHEDULED '-' A\ �� VERTICAL HANGER WIRE, �✓� _. —1—/ I I BOTTOM OF STRUCTURE LIGHT FIXTURE,AS U CONT UP TO STRUC RECESSED SCHEDULED ELECT JUNCTION BOX, DOWNLIGHT,AS SCHED RECESSED / WIDTH VARIES 1 ATTACH TO STRUC W/MIN FLUORESCENT (2)118"PDF, 1-1/4" WIDTH VARIES LIGHT FIXTURE, X tcLi ELECT POWER ! EMBEDMENT,(HILT!X-ALH, VERTICAL HANGER WIRE, I LIGHT FIXTURE,AS SCHEDULED PI CARD \ OR EQ) AS SCHEDULED �— / VERTICAL HANGER WIRE: CONT UP TO STRUC .i ,t- / MIN 3132"SST CABLE VERTICAL7 f / Professional Seals EACH LIGHT FIXTURE 8"M' / w • 1-112"x 1.12LBIFT HOT /— IM11. 111•11 ' _ HANGER WIRE, rAVERTICAL HANGER WIRE, CONT UP TO ROLLED STEEL CHANNEL MAIN CONT UP TO STRUC SUSPENSION POINT a • 1 / \ 111 � STRUC RUNNER, MAX 8" FROM END u, QF CROSS FURRING 7I8"x 26GA @ 16"OC METASSEMBLY¢ APC CEILING HAT CHANNEL, CROSS SCHEDULEDAO 11#gaw"-2.6 AS �- RECESSED DOWNLIGHT, ' '•••••••••I +�!�,••••••!� �— RUNNER MAIN AS SCHEDULED s. FURRING u, �s Ill Ili I� 0 ---- ," APC CEILING SYSTEM,AS O w SCHEDULED �I / II } / - \ MET STEM,AS SCHEDULED 1� CABLE FITTING&SNAPON ALIGN 6"UON 8"MAX MET CEILING CANOPY, MOUNT RECESSED "�.,G.� .i' UON 112 No. Description Date MOUNT TIGHT TO CEILING 5!8"GYP BD, DOWNLIGHT TRIM TIGHT TO / / COVE LIGHT TRIM, MOUNT SUSPENDED MOUNT RECESSED APC CEILING CEILING PANEL 5/8"GYP BD, SUSPENDED 1 90%REVIEW June 27 2017 PANEL 112" TIGHT TO CEILING PANEL ILIGHT FIXTURE TRIM SYSTEM,AS CEILING ASSEMBLY 2 Issue for Bid&Permit July 07 2017 c. O_ PENDANT LIGHT FIXTURE, CEILING ASSEMBLY TIGHT TO MOUNT RECESSED i0 AS SCHEDULED SCHEDULED --Ni CEILING FLUORESCENT LIGHT ONTO __ CONT MET SUPPORT �'.+— CONT MET SUPPORT APC RUNNER BRACKET,ATTACH WI MIN#$ BRACKET,ATTACH WI MIN#8 — - _MOUNTING HT,AS 0 SELF TAP SM SCREWS @ 16" SELF TAP SM SCREWS @ 16" -. -INDICATED OC OC -._.. - ...... -._......._.— .. WALL FINISH,AS WALL FINISH,AS SCHEDULED _ ._......._...-_._.,_____.__-__.____,__.__.__.____.-.-.__._rn-__.__._�__...._. _.__._._.... GYP BD CLG - RECESSED LIGHT FIXTURE SCHEDULED �_, --- _---_._. APC- PENDANT MOUNTED LIGHT FIXTURE DET DETAIL APC - RECESSED LIGHT FIXTURE DET GYP BD CLG - WALL WASHER LIGHT DET APC-WALL WASHER LIGHT DET Cii 3,,= 1.4, 3"= 1'-0" 3" = 1'-0" "T 3" = 1'-0" 1 5 3„ = 1'-0" _— A940-22208 A940-3210A A940-2210A A940-3211A A940-2211A 1 I I 1 _ X_ _ _ _IX _ - g..- - - - - -Xi- N .l. .1. u �, V A 1 A N LWE OF LWE OF --.- BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE ___ N MIN 3518"X20GAMET STUDS STRUCTURE �► STRUCTURE ILJI 1L I] 2"x 3116"x MIN 8"L STEEL Z 2"x 3116"x MIN$"L STEEL Z �,v f ___.-.__- _— __- -.. .._._ _-._. @ 16"OC,W116 GA BOT _ CLIP,ATTACH WIMIN(2)318" _ = CLIP,ATTACH WIMIN(2)318" V MW(2) 2"x 3116"x 16"L MIN(2)-2"x 3116"x 16"L _ - RUNNER TRACK,EXTEND -_ EB, EB, MIN 2"EMBEDMENT,OR MIN STEEL Z STEEL Z STUDS UP TO STRUC - - MIN 2"EMBEDMENT,OR MIN v (4)#10 SELF TAP SM SCREWS , o o CLIPS,ATTACH W/MIN(2) o o - _�� CLIPS,ATTACH W/MIN(2) @MET DECK WIOUT COLIC FILL c o I1 3!8" EB W12"EMBED, OR c o �1 318"EB W!2" EMBED,OR MET ELECTRIC SHADE 1' (4) —v �1J MIN(4)#10 SELF TAP SM BUJ MIN(4)#10 SELF TAP SM HOUSING,ATTACH WI MIN#12 —� _ Al #10 SELF TAP 5M SCREWS @ ..�\� - -- STS @ 12"OC W/SHIMS AS .A_ � JC FILL " ' SCREWS @ MET DECK WI P� SCREWS @MET DECK WI REQ'D __-- THREAD= DIA RODS @ PARTN TYPE,A5 HANGER IRODS @EACH ENA STEEL ED OF AD OUT COLIC FILL OUT COLIC FILL SCHEDULED \ II �� EACH END OF HOUSING �� =� HOUSING MIN 318" DIA STEEL ALL MIN 318"DIA STEEL ALL __._-..___-._._ ______.__._____.__.____._._ ___ -.___ ._..__.___._...__ \ RECESSED PROJECTION L1Lial Liall �� L� THREAD HANGER RODS THREAD HANGER RODS _-.....-... .._ - ._.._..�..__......_._...__.___. __.___._____.._... L //t/ ���� o / RECESSED PROJECTION « f ••• @EACH CORNER OF mL l4 @ @ EACH CORNER OF ..-.- __ _--.__ .....-___._.__ _ __ _.__. 1(r // 11 ti l / SCREEN HOUSING,AS SCREEN HOUSING,AS MOTOR ASSEMBLY MOTOR ASSEMBLY —(DI �1� SCHEDULED i S 1-112"x VERTICAL HANGER WIRE @ �\ ��// �r, ` CONCEALED PROJECTEOR LIFT ASSEMBLY WI CONCEALED PROJECTEOR LIFT ASSEMBLY WI 1.12LBlFT HOT u) APC SUSPENSION GRID, MAX �� �� _ ''' ROLLED STEEL w FLUSH PANEL CLOSURE;CLG FINISH KIT TO MATCH FLUSH PANEL CLOSURE; CLG FINISH KIT TO MATCH - -— - < RUNNER, MAX 841) 8"FROM END OF MET ADJ CLG; ADJ CLG; _ CHANNEL MAINfY _ -. __._ .._�.___ .__.__ • yl. ,z " RUNNER,CONT UP TO1_, CONTROL SWITCH:LOW VOLTAGE(ENCS) CONTROL SWITCH: LOW VOLTAGE(ENCS) - STRUC - METAL L MOULD @- - - - - - - - - - - -1 • (.9 \\)1 FROM END OF - - • REWORK EXISTING GYP BD = w $ CLG AROUND NEW �� \\\ CROSS = PERIMETER OF CLG � Date of First Issue: FURRING OPENING / I I / I Project No: 16.24752.00 1111. WINDOWCOVERING Q WIDTH VARIES ►-_ - Q Mi _ I ` 1 I I ` I OPENING Sheet Title 1 . DRIVE CHAIN S I I I I �_ I - J �������������������r' I L / L J - -�- J .. CEILING SOFFIT & ELECTRICALLY OPERATED ' fPrni.j..iLIIIIIIIIIJIII ( iiiiiji i i i i r i i i SHADE AS SCHED / 4"UON WIDTH VARIES 5SUSPENDED CEILING / 4"UON WIDTH VARIES APC CEILING SYSTEM,AS ALIGN ALIGN ALIGN ALIGN APC#i, LIGHT COVE DETAILS EXT WINDOW ASSEMBLY yi SUSPENDED SCHEDULED MOUNT PROJECTION PROJECTORCEILING -\,..._\ SCREEN HOUSING FLUSH W/ --At MOUNT PROJECTION SCREEN ASSFMRI Y GYP BO HOUSING TIGHT TO CEILING 5/8"GYP BD SUSPENDED APC PANELS MOUNTED 2 PANEL SOFFIT ASSEMBLY IN CLG FINISH KIT, o_ PARTN TYPE,AS GYBBD CLG - RECESSED PROJECTOR LIFT FLUSHWIADJOINING nSCHEDULED Original drawing is 42 x 30. Do not scale contents of this drawing. o �� GYP BD CLG - RECESSED WINDOW SHADE DET GYP BD CLG - REC PROJECTION SCREEN DET APC-RECESSED PROJECTION SCREEN DET DTL APC CLG - CONCEALED PROJECTuR LIFT DTL Sheet Number ,_. 1 • 1 3"= 1' 0" A940 3231C 7 3"= 1'-0" A940-3231A 3"= 1'-0" A940 2231A 1 112"= 1'-0" A940 3224A 1 112"= 1'-0" A940-2224AA943 N up N- PARTITION TYPE AS SCHED BACKSPLASH 1 WALL FINISH PARTITION TYPE AS SCHED PARTITION TYPE AS SCHED PARTITION TYPE AS SCHED TOP OF BASE CAB DOOR SURFACE MOUNTED CAB PULLS AS SCHED BACKSPLASHIWALL FINISH - BACKSPLASH/WALL FINISH BACKSPLASH/WALL FINISH (VERT ON CAB DOORS, HORIZ (2)METAL ANCHOR BRACKETS AS SCHED AS SCHED AS SCHED ON CAB DRAWERS, UON) _y 2' 1", UON @EACH BASE GAB it 2'-1", UON / 2' 1",UQN -112'-1", UON / (2)METAL ANCHOR i'r / COUNTERTOP AS SCHED COUNTERTOP AS SCHED r TOP OF CAB DRAWER BRACKETS @EACH BASE ,- 1 112",UON \ \ ` COUNTERTOP AS SCHED '- CAB DRAWER FRONT \ \ \ , L AS INDICATED \ +I -/ APRONPANELW/PLAIN FINISH I �- - I �.. \ - 1/ . 'La-LI,---- (4)(4)DRAWER ON FULL .._ N './ - DRAWER ON FULL • EXTENT SLIDES,A5 ! `W ,_,. „ T o EXTENT SLIDES,AS e z SCHED FARMERS �: -� CAB HARDWARE AS SCHED _ ti SCHED C ] "' o - - ° ° CAB HARDWARE AS SCHED C HA ", / ,, CAB HARDWARE AS SCHED N - r t� ! / EQ ,If EQ / / c \ - CAB DOOR AS INDICATED MULTIPLE HOLE&PIN SUPPORTS, : _ MULTIPLE HOLE&PIN SUPPORTS, ° CAB DRAWER FRONT I I INSURANCE CLEARANCE UNDER SINK ° ° @ MIN 2 OC _ @MIN 2"OC AS INDICATED ! COMPLYING W 1 CBC TITLE-24 n ° ° - CAB HARDWARE AS SCHED C 3 Cl } _ _ - - �� _ _ _ _� S 314 PLYWD ADJ SHELF, ,_ w 111% .. z MIN 2'S"AFF @APRON, 2'3"AFF z P-LAM FINISH&EDGE BANDING 1 X 8"D KNEE SPACE, 9"AFF X ° ° o - ,`-' 314"PLYWD ADJ SHELF, z (2)METAL ANCHOR BRACKETS I , ! �'/LU ///Z//////////////////J////// ///1; - /Li Ui//il/l/////i////ii//iiii// ///t. PLAIN FINISH&EDGE BANDING \ o @ EACH BASE CAB 0 11"D @ TOE SPACE l o • N Project • SINK W I REAR DRAIN AND ° ° • z., ° ° r _ FAUCET AS SCHED I (2)CONT WD CLEATS,ATTACH CAB C = w �, N ° ° (2)CONT WD CLEATS,ATTACH ° ° o W 1 MIN#10 STS @ 18"OC ; FARMERS H I L LS BO RO DISPOSAL&INSULATE❑ CAB W 1 MIN#10 STS @ 18"OC W I PLASTIC CAPS MIN(2)PER CAB {2)CONT WD CLEATS,ATTACH CAB - ENDS OF CAB DRAWER - OFFICE RELOCATION • HW&DRAIN PIPING AS ° ° 1. W 1 PLASTIC CAPS MIN(2)PER CAB ° o - - SCHEDIT WD CLEATS,ATTACH CAB - '. �;, \ W I MIN# 10 STS @ 18'OC 18"OC - _ BASE CABINET ,: BASE CABINET 2n W I PLASTIC CAPS MIN(2)PER CAB :!,2"),.,. W 1 PLASTIC CAPS MIN (2)PER CAB ° ° 2" CAB DOOR AS INDICATED ° °/2" 1 CAB DOOR AS INDICATED C w ! \ n Prepared For 4 / , _ V FARMERS INSURANCE ` ,f _ _ 1r 17,,,,,WB.BAA/SSMEEIANCSA#B1sIOcNSHETTESD@ BASE AS SCHED _ BASE A5 SCHED _ _ _ _ •.' , \ BASE A5 SCHED CABINET DOOR CABINET DRAWER BOTTOM OF TIGARD, OR FL FINISH A5 SCHED FL FINISH AS SCHED FL FINISH AS SCHED FL FINISH AS SCHED WALL AB.� kc / . FL FL FL X XXXitik G \-4EL ELY EL ELTDOOR Contract No: 16.24752.00 10BASE CABINET W 1 ACCESSIBLE SINK DET Bs21 � \ BASE CABINET DET 811,821,631 BASE CABINET W 1 DRAWER DET 812,822 BASE CABINET W 1 DRAWERS DET 644 CABINET PULL LOCATION DIAGRAM 1 112"= 1'-0" A960-2021B 2 1 112"= 1'-0" A960-2010A 3 1 1/2"= 1'-0" A960-2010C 1 1/2"= 1'-0" A960 2011D /I 6"= 1'-0" A960 1060A 0 11 PARTITION TYPE AS SCHED --- - -- PARTITION TYPE AS SCHED PARTITION TYPE AS SCHED PARTITION TYPE AS SCHED BACKSPLASH/WALL FINISH BACKSPLASH 1 WALL FINISH BACKSPLASH 1 WALL FINISH BACKSPLASH 1 WALL FINISH AS SCHED AS SCHED AS SCHED AS SCHED ri ----_, 2'-1", UON 2' 1" , UON 2-1",U0:////// 10"DIA OPENING WIFINISHED 111 = 2'-1",UON / / EDGES � TRASH BIN SYMBOL / 11 COUNTERTOP AS SCHED COUNTERTOP AS SCHED I N CUTOUT FOR CONTAINER, EQEO N COUNTERTOP AS SCHED / E., i W I EDGE BANDING �. / `' 1-112" DIAMETER BR STL - \- \ \ \ N •\ 7. \ STEEL MEDALLION Hef lmuth, Obata + Kassabaum, Inc. l�L --A_.. - — •_• , , \ PRODUCT#CL105 ARCH HARDWAR NC. t :� - •I r \ _•. I 9530 Jefferson Boulevard r 4 -� CAB DRAWER FRONT E I H(\1I I r� _ AS INDICATED 800-679-2614 t +1 310 838 555Culver City, CA 2 f +1 310 838 9586 • CAB HARDWARE AS SCHED _ ,:. -1 4_ }r CAB HARDWARE AS SCHED 1\ CAB HARDWARE AS SCHED r REMOVABLE RECESSED EQUIP I \ I I ELEVATION-SIGN B AS SCHED, MOUNT FLUSH - - (2)DRAWER ON FULL C+ \'. f All reproduction&intellectual propertyrights reserved I W I ADJOINING CAB&TIGHT z EXTENT SLIDES,AS SCHED 14 112"SQ X 24"H REMOVEABLE I I zo1sP I TO COUNTERTOP r \ I I • RECYCLE CONTAINER BASE CABINET T.O. DOOR In Association with CONT WD CLEATS,ATTACH C ASCABiNDRCATEDAWER FRONT I I (2)METAL ANCHOR IDRAWFR TO MET ANCHOR BRACKETS t + I I DRAWER ON TOP 1 BTM FULL i I 0 BRACKETS COORDINATE WIDOOR SYSKA HENNESY GROUP I z W 1 MIN# 10 STS @ 18"OC (2)METAL ANCHOR BRACKETS EXTENT SLIDES,AS SCHED HARDWARE LOCATION MEP @EACH BASE CAB z 0 W 1 PLASTIC CAPS"' \ o @EACH BASE CAB ---I .1 -- - -- (2)METAL ANCHOR BRACKETS b N o MORTISE INTO CABINET 330 N. WABASH AVE. SUTE 1505 I z` I I n DOOR PANEL CHICAGO, IL 60611 o o I I @EACH BASE CAB N TEL 312.588.3560 I I - REMOVABLE RECYCLE BIN WINW.SYSKA.COM I BASE CABINET BEYOND `, I I .:I.'I I I (2)CONT WD CLEATS,ATTACH CAB I 1 (2)CONT WD CLEATS ATTACH CAB (2}CONT WD CLEATS,ATTACH W 1 MIN# 10 STS @ 18"OC RECYCLE SYMBOL WIMIN#10 STS@18"0C CABWIMIN#10 STS@18"OC I I WIPLASTIC CAPS MIN(2)PER CAB Eo ,,2,�j cv W 1 PLASTIC CAPS MIN(2)PER CAB - L" -- - - - J - W 1 PLASTIC CAPS MIN(2)PER CAB I 1 I CEM BD UNDERLAYMENT, C - - - - 2" I I 2 ,. CAB DOOR W 1 INTEGRAL BASE STEEL MEDAL)- 1-1/2' LION STL PAINT BLACK UON I , BASE CABINET . AS INDICATED PRODUCT#RL25 J _ •'., •_. t BASE AS SCHED BASE AS SCHED I I ARCH HARDWARE, INC. --- FLOOR FINISH AS SCHED � ��� - u \ ` I I � INTO CAB FL FINISH AS SCHED,EXTEND I ALIG FL FINISH AS SCHED ` FL FINISH AS SCHED 800-679-2614 L JN f FLXX , /---- FLA X /`, FLobik I- - - , - - - � = . FL it \ EL$ � \ EL$ r EL EL SECTION ELEVATION SIGN A C6} BASE CAB-RECESSED EQUIP DETBE10BASE CABINET W 1 DRAWERS DET842g BASE CABINET = RECYCLE DRAWER DETAILB4, g BASE CABINET - TRASH CONTAINER DET813,823 CABINET MEDALLION DETAIL 1 1/2"= 1'-0" A960-2023A 1 112"= 1'-0" A960 20116 / 1 1/2"= 1' 0" A960-2011A 1 1/2" = 1'-0" A960 2010D 6" = 1'-0" A960-1101A Key Plan Li PARTITION TYPE AS SCHED PARTITION TYPE AS SCHED -- - PARTITION TYPE AS SCHED - - - - PARTITION TYPE AS SCHED BACKSPLASH I WALL FINISH BACKSPLASH/WALL FINISH BACKSPLASHIWALL FINISH BACKSPLASHIWALL FINISH 2'-l",UON AS SCHED AS SCHED AS SCHED AS SCHED / (2)METAL ANCHOR BRACKETS (2)METAL ANCHOR BRACKETS 112" (2)METAL ANCHOR BRACKETS EACH BASE CAB EACH BASE CAB COUNTERTOP AS SCHED 2' 1" UON �, @EACH BASE CAB / 2 1' ,UON le_ w @ 2' l",UON @ [IL_ N COUNTERTOP AS SCHED COUNTERTOP AS SCHED 11 - - - -- (2) REMOVABLE MICROWAVE4 REMOVABLE MICROWAVE AS17 REMOVABLE MICROWAVE AS 1 CAB HDW BEYOND,AS SCHED - - Z - - AS SCHED, MOUNT FLUSH - _ �- _ - /,�-314" SCHED, MOUNT FLUSH - - �_ - - `-314 SCHED, MOUNT FLUSH ,n P WITH FACE OF CAB I— I WITH FACE OF CAB I- Professional Seals WITH FACE OF CAB 5"X 12"OVAL OPNG - 314"-l/ - - - _ W 1 FINISHED EDGES, — ` I I _ COUNTERTOP AS SCHED — I I I I / \ CENTER ON CAB DOOR WIDTH I I N I I ,:, I I K;, 3"X16 GA SST DEFLECTOR STRIP ` 7 I I (2)CONT STOP W 1 P-LAM FIN I - - I f CONT STOP W I P-LAM FIN I ---I - CONT STOP W 1 P LAM FIN -z - (2)METAL ANCHOR , I I I I 314"PLYWD FIXED SHELF, I - -- --- 314"PLYWD FIXED SHELF, air_ 1I I oBRACKETS 314"PLYWD FIXED SHELF, PLAIN FIN&EDGE BANDING PLAIN FIN&EDGE BANDING ` I EACH BASE CAB z PLAIN FIN&EDGE SANDING • I I @ r L o L ./_---_ - (2)DRAWER ON FULL l L - - - _c - (1)DRAWER ON FULL / - /1/I/f//I 17/ ilii a/JJJJ.JI/////I/////J —r g JJJ/JJ/i7 >)l ilii ////////m/ //////// `� EXTENT SLIDES,AS 3J///l///J )J1 Jill JJ//I///JJJ Julio/':. �—`C- EXTENT SLIDES,AS C I I - N REMOVABLE RECYCLE BIN _ c�`��R / -1 cv CAB DRAWER FRONT CAB DRAWER FRONT I I (2)CONT WD CLEATS,ATTACH CAB AS INDICATED AS INDICATED w W 1 MIN#10 STS @ 18"OC I I �� -1 ;:; CAB HARDWARE AS SCHED CAB HARDWARE AS SCHED No. Description Date W/PLASTIC CAPS MIN(2)PER CAB (2)CONT WD CLEATS,ATTACH (2)CONT WD CLEATS,ATTACH CAB (2)CONT WD CLEATS,ATTACH CAB I I I CAB WI MIN#10 STS @ 18"OC 1•••-•"... '�' \ z W 1 MIN# 10 STS @ 18"OC z W 1 MIN# 10 STS @ 18"OC 1 90%REVIEW June 27 2fl17 Issue for Bid&Permit July 07,2017 -• I 2„ I c, W/PLASTIC CAPS MIN(2)PER CAB - •., g W I PLASTIC CAPS MIN(2)PER CAB o W I PLASTIC CAPS MIN (2) PER CAB 2 I CAB DOOR W 1 INTEGRAL BASE --4/1- _ ;.7, -"J I I /2"fi AS INDICATED •f -_...». - I I ':` ,. ,. ,, ._. ,-'_. ,._ .,.'� .,.'_ .,.'_ .,._ .,.� BASEASSCHED + = ' +:- .+:= +:_ . ,,_ r�� ., _ .,.� .,.� . ,.� .,._ , BASEASSCHED _ .,., ,._ ,._ ,., .,._ ,., . ,._ . ,._ -,._ .,. ,._ , BASEASSCHED I I \ FL FINISH AS SCHED, FL FINISH AS SCHED V .\ FL FINISH AS SCHED _\ FL FINISH A5 SCHED EXTEND INTO GAB r, X7 I \ FL _ FLXX FL ,` � FL EL EL EL EL 4. 0BASE CABINET - RECYCLE BIN DET 814,624,634 BASE CABINET W 1 MICROWAVE DET BE21 BASE CABINET W 1 MICROWAVE DET BE12 BASE CABINET WI MICROWAVE DET BE11 -- 1 112" = 1' D" A960-2010E 1 112"= 1'-0" A960 2022C 1 112" = 1' 0" A960 2022A / 1 112"= 1'-0" A960-2022B • COUNTERTOP AS SCHED BACKSPLASHIWALL FINISH WHERE NOTE: PROVIDE P-LAM FINISH AND EDGE NOTE: PROVIDE P-LAM FINISH AND EDGE - - ''"' '-' - "'- INDICATED BANDING ON ALL EXPOSED AND NOTE: PROVIDE P-LAM FINISH AND EDGE BANDING ON ALL EXPOSED AND 1: _ -ii- SCRIBE CNTRTOP TIGHT TO FO WALL, SEMI EXPOSED SURFACES BANDING ON ALL EXPOSED AND z o SEMI-EXPOSED SURFACES ___. - SEMI-EXPOSED SURFACES z WI SEALANT @ GAP WHERE NO WALL MINJ - - FINISH IS INIlICATF1) BASE CAB SCRIBE TIGHT i Ncie,!iss, MIN 1/2"SOLID SURFACE CNTRTOP& � BASE CAB BASE CAB ....___- FRAME TO FO PARTN ; L:`--;. �, ,.A:.;:::: FRAME Z I/-7/ , FRONT EDGE �. �,, ,- FRAME c;:•.►;:• s._ 1:' + CONT MIN 314" PLYWOOD SUBSTRATE DP �•- 718" ':' - -': � : � j :"" • .• ••......... .. BASE CAB // Z.: f /// r / ' - +': ' +':' _'►. - �::..:..:.:... +:' FRAME ��' 11 Phi yc,,11i ,Y,..7-� 1 ...._ ` `..;ice:.;- .�-�• .�� .�- % _ •� - •1'� _- '+•:'='- _ ---- � SHIM AS READ -r , r- •r- '+ � %1•.•_•.- +•.•_• < t.•-•'.l''`•'.1.••.1. ••,t'.•'••.1•.•Y.t•.•:•.1'.•'•• 1•. 1•. 1'. v, .1•. 1•. .1'. ►•. Y. +•' ••:.:..-:......:;,. - --�......_...-.._.........._.,..,..__...................-----___....,..--'----....-.........__.- • t r < s r s ,•.• ,•. CONT WD CLE .i_� s f ;•••:•:.••;- •'.:?: r l� i' r .1 /•._.-t'._.•1'._ .►'._.•t'._--1•._ .•1'-_.'1'. .►'.- .1'.• .►•. .1'. .1•. .t•. .1'. .►: �1';':'.- z . •:s •'.:-.4-:-,••. ..1 - .. .�._ —_...— c] �r • n r: X lr. < ..._.►.:�r:.Ia _ ►-_.►;_ :rr;•:•. , : 314 r A E ABA ' 1"'.' ' __ B S C S - a :::'- ::.'- ::.'- '- : '- - ::- �: : `- :.- :::- '::`- - PLASTIC BUMPERS : - :. M ..`.TYPE B SOLID "�:% t`% t`% %;. r';. 'r'' r % s�: +,-4. F•r; CAB DOOR co t: •e,:• CAB DOOR DRAWER 1 INDICATED - e . r r r _ @ CAB DOOR, l:_ ►:• r, �1:.�. . �o /.:.�. .. /'.• .►': .. "►: "+. �`c. r.�•.r._•..._•.r .`I._•.,._•. FRONTS AS SCHED J DRAWER FRONTS SURFACE \ DRAWER F ° s BACKSPLASHIWALLFlNISH WHERE r:•:•. ALIGN -••:s•-• ;_•.c; AS SCHED �.�►'�...; =;:: :> INDICATED = VARIES4-e,-.• /,:i.-..i....,:..-..1. r':/ 2",UON /� - M 112 `' 11 -;.1::-:..;.1.:-.-;:: - ` - _.-._.._ ..SCRIBE CNTRTOP TIGHT TO FO WALL, - 118",MAX 118"MAX - r • • r < WI SEALANT @GAP WHERE NO WALL 4.-�.- 1.•T s- .i t O ►:: i ►. • ►';_' ►'= • _�` •,•,_ �":- FILLER PANELS :':• :-.:• .:• ..-• +.._.•►.._1 .,.�. � _•��`•° : '- :. FINISH IS INDICATED :..'-•;:;' :..��::.- :.' :s•t-:`, -,4.....s �Vl Via.-�-!..,;,..•' .=� � � M @ 314" • . Date of First Issue: t;.• PLASTIC BUMPERS7j••••_• `% •%•e.:•%.,. �. ,. ;4;r:.:;%:.., � ► +. �„ . � :',.._. 314 +• ao ►:=' / 314"MDF BD CNTRTOP WI P-LAM --_.-_ t`,•; • ,1"-77' .'• . CAB DOOR&DRAWER .•a' Project FINISH&EDGE BANDING ' r�.* , -.%.:17,;:•.4,' IIII % t �a + FRONTS No: DP ►;•' :._= ► s• -. FO PARTN -. • _•r. "": --=.= 7:.:- .7:;.- 7',.:- .7•••;- 7•4.• 7•4.• 7•4.. 7•%;.•, 7-,,- Q I : -,:. :: -_.% .. �- 16.24752.00 S' •_.S.. ... .�..; .�;:7Zs _ : '•,.: -�.x . . : v -: 118 TIGHT t SCRIBE TIGHT Y Y: •!: -r: -s: -r- Y- 'r. y. •�- •, r •s + s •!•r + s r f. . -t . r• '•••;:!%.:::•••-'.. -►'-_• _ +l. „ %: 1'. iC. .1,: .i1-. •i1•-_ •+►-. .V. ►•;L `t•.•_� l;: '1•;_ 1:_ 1•;_ ►. ,1. %:: ►;_ `c;_ V;..:' SCRIBE TIGHT TOE BD Wl FIN BASE _ _ _ _ _ .1._' _ :�_ _ TO FO PARTN - ': 118 ',;_�• SCRIBE Sheet Title - • t., . - :.; •:-. AS SCHED 1 , •.;.t TO FO ';'- �'v'- �';'- •';'- �;'- �:-- �:'- �:�- �:- `:�- - � - .. ��� � ,. .�= r TO FO PARTITION J. + -1•-..•: -`' - ,''•-. PARTITION '�,'• CASEWORK DETAILS i-;• ::;-- •::;- : - -_:v- : - :::- ::;- :::- :. I CAB DOOR, DRAWER 3I4" 314" "' r' o s _s r r. t- t �w , t.' t� s1+ r1 r' •r %v: f` z SCRIBE TIGHT TO FLOOR •f' <�'` ,•. `: FRONTS AS SCHED _•`+':'= +':' �+': o -- _ ;- :- .- ..- ..- :- . 1:s7:::s7:::s7::.-v7-,:--'27-:- 7%;•s7'.1.s.7i=��314" WALL PANEL, :. :..= .:��e'. .. -. ' : . % ' . I '%•s,; '%•�' I %•' FLOOR FIN AS SCHED.�' •el •r •e: •e. •t' t` G 's 'r 'r -f:•% `C' WHERE �`:'- `:'- •`:'- `:'- •': -_: - -_:::- •: - -_': ::- •::: CTSK SCREWS WI •:. ��I r � �_ INDICATED •'%•�' `%•�` ' f '•'•" cp PLASTIC CAPS FO PARTN FO PARTN,, XFiT7 FO PARTN TYPE A - PLAM BASE CAB AS ¢ 1 ALIGN v `}' 0_ 1 INDICATED LINE OF TOE SPACE �I' VERTICAL SECTION EL BELOW VERTICAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION Original drawing is 42 x 30. Do not scale contents of this drawing. COUNTERTOP DETAIL BASE CABINET - FILLER PANEL DETAIL CABINET JOINT DETAIL BASE CABINET JOINT DETAIL Sheet Number to -- T-I `-' 6"= 1'-0" A960-1050A 6" = 1'-0" A960-1020A ()WALL 6"= 1'-0" A960-1011A 6"= 1'-0" A960-1010AA961 0 N - W r- --- CEILING AS SCHED 2-1",UON _ 2'-1",UON/ 518"GYP BD SOFFIT i\ef 1 2'-1"U.O.N. J1r �1r-^ w: EXTEND MIN 4"ABOVE / 2'-1",UON 1 3/4"PLYWD ADJ SHELF , / Q. CLG _,/ P LAM FIN&EDGE BANDING, IV MIN 2-112"X 20 GA @16"OC LIGHT FIXTURE AS \ @ MAX 18"OC LIGHT FIXTURE AS SCHED –.r MET STUDS,AND RUNNER \ SCHED \ \ I TRACK @ FO PARTITION, 0 ° MULTIPLE HOLES&PIN SUPPORTS – CONT VERT STUD UP TO STRUC — — '.l - :.. ° ° - 314 DOOR OCv: - , . °. _ s.:-.. ..":7-- . _ . , . _ - - - - - - - - - - - T FRAMING ANGLE 20 GA @"MIN2" tiJ .. `‘. ')'r-'1' y 1.. MIN1112"X1112" -...X . ° ..- 0 , ....i O 0 , 1.:lr///l//////////////////////////�//o/ °� ` MULTIPLE HOLES&PIN SUPPORTS - - su 0 ° ° 7 • = 314"PLYWD FIXED SHELF, - - ° P LAM FIN&EDGE BANDING ° ° _ MIN 2"OC ° 3 METAL ANCHOR MULTIPLE HOLE&PIN SUPPORTS, FARMERS \' �ARTITIDN TYPE AS SCHED • 0 0 BRACKETS ° 0 o @MIN 2"OC (3)METAL ANCHOR BRACKETS •- @ EACH TALL STG CAB . ° rr7r EACH TALI_STG CAB 0 MULTIPLE HOLE&PIN SUPPORTS, 0 ° Z9 INSURANCE L,,,,, ,,,,,,,- ,,,,,,j,,,,,,,,,,,, ��;`, E CAB HARDWARE AS SCHED 0 ° - 314"PLYWD ADJ SHELF, ° 0 @MIN 2 OC ,/// //,,,///��/l/�: ` P-LAM FIN&EDGE BANDING, ° 0 • MULTIPLE HOLE&PIN SUPPORTS ° �.- 0 @ MAX 18"OC ° PARTITION TYPE AS SCHED (1)314"PLYWD ADJ SHELF, P-LAM FINISH&EDGE ° ° //(//////l1L't/// /lL/1/r//////////7/// - 0 0 ' BANDING,R AS @MIN 2"OC BLACK _ aD 0 ,• - •-,.j J ,., 0 ° ° ° (2)CONT WD CLEATS,ATTACH Project 0 0 MELAMINE , 0 - 3/4"PLYWD ADJ SHELF , t': f77777/r/i////////////////7///////y/(/// I ELEC.OUTLET ° 0 C a P-LAM FINISH&EDGE BANDING �/// // /////,/////,/////,,/j„///, //, -• u, t'. CAB W I MIN# 10 STS @ 18"OC FARMERS H I LLS BO RO ° W I PLASTIC CAPS MIN(2)PER CAB ` @MAX18"OC ,: OFFICE RELOCATION 314"PLYWD FIXED SHELF, ° 0 �- 0 ° P-LAM FIN&EDGE BANDING ° ° ,. CAB HARDWARE AS SCHED - TOP 1 BTM CAB DOORS - ;'-- .' -.�.,- -.;., WALL CAB MOUNTING HGHT 0 ° REMOVABLE MICROWAVE _.� • 0 0 &AS INDICATED AS INDICATED Prepared For 1 I AS SCHED CAB HARDWARE AS SCHED (3)314"PLYWD ADJ SHELF, 0 0 _`� ° \ ..r ,; DP(1) FARMERS INSURANCE -N--\\ ° P-LAM FINISH&EDGE BANDING _I 1 ° ° (.',•././ //�i/7/7///!I//J/7/7!!/////////! ^ \ /////////l//////// //////L/C///��1J •_ " LIGHT FIXTURE AS SCHED TIGARD, OR @MAX 18"OC \ \ 0 314 PLYWD FIXED SHELF, a PARTITION&WALL FINISH P-LAM FINISH&EDGE AS INDICATED BLACK MELAMINE REMOVABLE MICROWAVE BANDING ° ° z z AS SCHED Contract No: 16.24752.00 REMOVABLE MICROWAVE — �— — o 71] CAB HARDWARE AS SCHED WALL CABINET - GYP BD SOFFIT DET -4 ° ° - - - - I AS SCHED - - z E-,,,- o _ `, Q 1 112"= 1'-0" A960-2150A o 0 z z I I r //1f////L///////�////////1/ /////.//f/// I I4 `� Ze - PARTITION TYPE AS SCHED ///////////////////////// //////��r/////r \ 0 kms, .- z _ t T ti ° ° r~ �_ I r- — BACKSPLASH!WALL FINISH — .4. - ELEC. OUTLET AS SCHED 0 0 I Cr) - CAB HARDWARE CAB HARDWARE AS - • - CONT STOP W 1 P-LAM FIN I I CONT STOP W I P-LAM FIN BEYOND 0 PI PARTITION TYPE AS SCHER ° r• SCHED I 314"PLYWD FIXED SHELF, AS SCHED __,\,;(//OPNG � ; P IAM FIN&EDGE BANDING ^ '` ,. (2)METAL ANCHOR '4 W 1 FINISHED EDGES, 1'-2",UON BRACKETS @EACH WALL 0 0 //�// /l //�1////T/1/J/7l/!J///U // l \ . \ CENTER ON CAB DOOR WIDTH �' CAB - _ 1 ILx�t f : 7� -_ J � N - 3"X 16 GA 5ST DEFLECTOR - ° ° `" CAB HQW BEYOND,AS SCHED I I STRIP �+ -- -- CAB DOOR AS INDICATED 0 ° ..., 15"X 12"OVAL OPNG I I 0 • - • PARTITION TYPE AS SCHED CAB HARDWARE AS SCHED• - W 1 FINISHED EDGES, } I - 0 0 f-IDIII� 11t 1, Obata + )C SSdb L1 t Yl; Inc. • ° ° r ° ° ° ° CENTER ON CAB DOOR WIDTH //// ////////////////////////////// //7 - • I I a °- • MULTIPLE HOLE&PIN SUPPORTS, 9530 Culver Jefferson C Boulevard f ° ° 314" PLYWD ADJ SHELF , - 3"X 16 GA SST DEFLECTOR - L 1 @ MIN 2"OC Culver City, CA 90232 USA P-LAM FIN&EDGE BANDING, STRIP : I I ° 0 z t +1 310 838 9555 f +1 310 838 9586 ° ° ° -- --- • @ MAX 18"OC I 1 1. a (3)METAL ANCHOR I I • o BRACKETS . 0 N ( I _ N @ EACH TALL STG CAB . I ( - REMOVABLE RECYCLE BIN ///�//�///// /a'/1.. All reproduction & intellectual property rights reserved© ° -1././i/ ////////i/ ///l//////�////// /// N (3)CONT WD CLEATS,ATTACH CAB f CABINET DOORS AS SCHED I I REMOVABLE RECYCLE BIN I I AS SCHED 0 o-- (1)314"PLYWD ADJ SHELF, In Association with WIMIN# 10STS @18"OC ° ° AS SCHED PLAIN FINISH&EDGE BANDING, W 1 PLASTIC CAPS MIN(2)PER CAB (3}CONT WD CLEATS,ATTACH CAB I I I (3)CONT WD CLEATS,ATTACH CAB ° ° UON - W 1 MIN# 10 STs 18"OC SYSKA HENNESY GROUP ° WIMIN# 10 STS@18"OC I _ W)IMN#NT 1u0STS@ 8"OCD CLEATS, ACHCAB @ O • I W 1 PLASTIC CAPS MIN 2 PER CAB (2)CONT WD CLEATS,ATTACH CAB MEP W 1 PLASTIC CAPS MIN(2)PER CAB ° 0 '� W 1 MIN# 10 STS @ 18"OC 330 N. WABASH AVE. SUTE 1505 ° BASE CABINET • ` I I W 1 PLASTIC CAPS MIN(2J PER CAB • I - ° ° ; W I PLASTIC CAPS MIN(2)PER CAB CHICAGO, IL 60611 — I ° ° — ° ° ,/ 314"PLYWD FIXED SHELF , — • I ° ° TEL: 312.588.3560 �-- CAB DOOR AS P-LAM FIN&EDGE BANDING I I 2" • CAB DOOR W I INTEGRAL BASE I I s CAB DOOR W I INTEGRAL BASE � CAB HARDWARE AS SCHED WWW.SYSKA.COM o °#1 SCHED Ji, ° 1 71$ I I 'j AS INDICATED I I AS INDICATED - BASE AS SCHED I ,. , \ ' '//////////L/////////////// ///r \ I IJP \ FL FINISH AS SCHED, - I I FL FINISH AS SCHED, 0 ©P \ . ..- FIN. FLOOR FLOOR FINISH AS T I I EXTEND INTO CAB I I EXTEND INTO CAB 4 / r SCHED \ — rL �\ \ \ FLA. I d, \; �\ FLoth, I IX =,-/ \ \ F LIGHT FIXTURE AS SCHED EL EL1. EL‘fr ELT WALL FINISH AS INDICATED TALL STG CAB ,TOP LIGHT T31 ,r34 TALL STG CAB , 2-MICROWAVE, BASE CAB TE21 R TALL STG CAB RECYCLE BIN , MICROWAVE-ED _EQTALL STG CAB , RECYCLE BIN T37 � iWALL CABINET DET w11 ,W12 6 1 1/2"= 1' A960 23306 1 1/2"= 1' 0" A960 2350A 1 1/2" = 1'-0" A960 2350A v / 1 112"= 1'-0A960 2330E O / 1 1/2"= 1 -0 A960-2110A Key Plan 2'-1",UON 314"PLYWOOD SUBSTRATE -__,/-- �� PARTN TYPE AS STONE/SOLID SURFACE COUNTERTOP AS SCHED W/ PARTITION TYPE AS SCHED - MIN 3 5!8"X 20GA MET STUDS 2'-V, UON4POLISHED FACE& I 1'0" l l 4 @16"OC,W12"X2"X2OGA CONT le - - COUNTERTOP AS SCHED EXPOSED EDGES _ l \ MET CORNER ANGLE CONT METAL CORNER L MOULD WI P-LAM FINISH&EDGE 1 1/2x1 112x3116"STL r�riii�r.�n�riiw�iiii� - �+ BANDING Y-- N ANGLE BRACKET @ 48" 1 1/2x1 112x3116"STL ANGLE OC,WELD TO 18"VERT l ., ---- \ \ BRACKET @ 48"OC,WELD \ LEG,ATTACH TO I TO 18"VERT LEG,ATTACH COUNTER TOP WI(3)#8 MET ANCHOR BRACKETS @ 314"MDF CAB FRAME, P LAM �' 48"OC MAX,&TOP&BTM OF =I FINISH&EDGE BANDING TO COUNTER TOP Wl(3)#8 CTSK SCREWS,ATTACH II - " CTSK SCREWS,ATTACH TON • TO MET STUD WIMIN(3)#8 MET VERT STANDARDS r1_ PLASMA FLAT SCREEN 6 MET STUD W/MIN(3)#8 STS r STS 3/4"X 12" MAX 16"OC PROJECTION UNIT,WIWALL MTG 118" 1 112" 118" / 4,. / 4.. @ ` PLYWOOD SHELVES WIP LAMr BRACK Professional Seals FINISH&EDGE BANDING, UON - '//////////////// //7I r - I I i - MIN(2)16 GA VERT1 MIN(2) 16 GA VERT UNPUNCHED MET STUD @ -- 10"MET ADJ SHELF BRACKETS 1 1I-- I POWER&SIGNAL J-BOX WHERE UNPUNCHED MET STUD @ i o EACH STL ANGLE BRACKET o @ 32"OC& i"FROM EACH - r4 ( INDICATED BY MANUF 1 n D EACH STL ANGLE BRACKET END OF EACH SHELF I =IL" w `, `A - MET VERT STANDARDS @ 32"OC I �cc> <4 keit AffOrgrmS184\ i PARTITION&WALL FINISH -_ - -- - -- -- -- PARTITION TYPE AS SCHED &1" FROM END OF SHELVES, ~P. UON� (2)CONT WD CLEATS&SHIMS AS C \ / AS SCHED I///////////////////t1 ATTACH TO MET ANCHORS REG),ATTACH CAB TO MET / - W/MIN#10 STS @12"OC BASE AS SCHED BASE AS SCHED I ANCHOR BRACKETS W!MIN #10 STS @12"OC BASE AS SCHED - No. Description Date - 114"X1/4"REVEAL,COPE FLOOR FINISH AS SCHED7 FL FINISH AS SCHED TIGHT TO F 0 PARTN 1 90%REVIEW June 27 2017 z\ FLOOR FINISH AS SCHED - ..:.--.....c. t DP(1) 2 Issue for Bid&Permit July 07 2D17 4 / - - EL EL�- EL J u_ o —...y-- --Ir- ¢ ¢ z -.......-.-.._..-' .._. _._...._._...__ _..__...__-.. WALL MOUNTED COUNTERTOP DET @WALL 1 MTD COUNTERTOP DET 4iWALL MOUNTED ADJ SHELVING DET 15 REC PLASMA PROJECTION SCREEN DET -11 1 112"= 1'-0" A960-4110A1 112"= 1'-0" A960-4120A / 1 112" = 1'-0" A960-3930A l 1 112"= 1'-0" A960-4310A 2'-1",UON / - - - COUNTERTOP AS SCHED - -- W!P-LAMFINISH&EDGE BANDING 1 1/2x1 112x3!16"STL ANGLE -_-_ \ \ BRACKET @ 48"OC,WELD i '" \\ TO 18"VERT LEG,ATTACH -- -- TO COUNTER TOP W/(3)#8 118 1 1!2" 6" = CTSK SCREWS,ATTACH TO \_ � MET STUD WIMIN(3)#$STS --� MIN(2) 16 GA VERT UNPUNCHED MET STUD @ EACH STL ANGLE BRACKET - • PARTITION&WALL FINISH AS SCHED - z 0 Z9 eo Date of First Issue: Project No: 16.24752.00 Sheet Title BASE AS SCHED / CASEWORK, SHELF, - FLOOR FINISH AS SCHED COUNTERTOP / ., DETAILS Original drawing is 42 x 30. Do not scale contents of this drawing- r iNi A962 N. � Sheet Number MAIL ROOM COUNTERTOP DETAIL 01 1/2"= 1'-0" 0 N co ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES SHEET INDEX -#- HEATING, VENTILATION, &AIR ANNOTATION 1. WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE NO. TITLE SCALE HVAC CONDITIONING ___.-.. _ .. __._�___ . __- _ . _..- __.- .�__ . 12X6 WR 12"X6" SIDEWALL 2WAY TWO-WAY TITLE MARK DETAILII 150 SUPPLY REGISTER, ENGINEER PRIOR TO BID. FOR BIDDING PURPOSES THE MORE STRINGENT SHALL APPLY. M001 MECHANICAL COVER SHEET NONE 3WAY THREE-WAY HZ HERTZ : STELE 150 CFM ,' '„:„ 1, - , A -I- M-201 SCALE: NTS OR PLAN N0. - 1 _ 2. THE CONTRACTOR SHALL EXAMINE THE COMPLETE SET OF CONTRACT DOCUMENTS FOR ALL M002 SPECIFICATIONS NONE -A- FOUND IN M-201 1 TRADES, AS ISSUED BY THE ARCHITECT AND REVIEW DIMENSIONS, SPACE REQUIREMENTS AND ID INSIDE DIMENSION __Bil 112"X6" SIDEWALL M003 SPECIFICATIONS NONE A1C AIR CONDITION DETAIL REFERENCE 12X6 WG I POINT OF CONNECTIONS TO ALL EQUIPMENT. MAKE ANY MINOR ADJUSTMENTS NECESSARY TO ACCESS DOOR IN INCH 1 DETAIL NO. - 1 150 RETURN 1 EXHAUST AVOID CONFLICTS WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER TRADES. M004 SPECIFICATIONS NONE ADM-501 REGISTER 150 CFM M005 SCHEDULES NONE INSUL INSULATION FOUND IN M-501 1 ' R. M E R S ADA AMERICAN DISABILITIES ACT I 3. UNLESS INSTRUCTED OTHERWISE, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, :, -K- SECTION MARK ;�) ' ROUND SUPPLY LICENSES, AND FEES REQUIRED FOR INSTALLATION OF THE MECHANICAL WORK. FURNISH FINAL M006 SCHEDULES NONE ADDL ADDITIONAL Alk M007 MECHANICAL COMPLIANCE CERTIFICATE NONE r► 1 i a1, .,?5 v e a4 .i ''" r- KW KILOWATT SECTION N0. - 1 DIFFUSER CERTIFICATE OF INSPECTION OR WRITTEN EVIDENCE OF ACCEPTANCE BY INSPECTION L N. 1 • r ADJ ADJUSTABLE � M-501 �---- � � � �'� FOUND IN M-501 ' ROUND RETURN AUTHORITIES FOR ALL WORK INSTALLED. MD201-A HVAC DEMOLITION PLAN - AREA A & MEZZANINE 1/8" - 1'-0" -L- AFF ABOVE FINISHED FLOOR DIFFUSER MD201-B HVAC DEMOLITION PLAN - AREA B 1/8" - 1'-0" AHJ AUTHORITY HAVING JURISDICTION (L) LINED O SHEET KEYNOTE FLOOR REGISTER 4. REFER TO COMPLETE DRAWING PACKAGE FOR EXTENT OF CONSTRUCTION, AND EXACT LOCATION MI! M201-A HVAC PLAN - AREA A & MEZZANINE 1/8" - 1'-0" LAT LEAVING AIR TEMPERATURE ;Camp (GRILLE) OF FIXTURES, EQUIPMENT, DEVICES , ETC. M201-B HVAC PLAN - AREA B 118" - 1-0'' AHU AIR HANDLING UNIT Project AIA AMERICAN INSTITUTE OF ARCH LBS POUND(S) ELA REVISION CLOUD Kyr I ACCESS PANEL 5. CONTRACTOR SHALL COORDINATE WITH ALL TRADES TO ENSURE AN UNDERSTANDING OF THE FARM ERS H I LLSBORO LH LATENT HEAT {DELTA 1} - - _-_ COMPLETE SCOPE OF PROJECT PRIOR TO START OF WORK. MP201-A PIPING PLAN -AREA A & MEZZANINE 118" - 1-0" AMP AMPHERESINGLE DUCT VAV MP201 B PIPING PLAN -AREA B 118" 1'-0" OFFICE RELOCATION ARCH ARCHITECT LTH LENGTH r - - �` 2 DETAIL BOX 6. ALL EQUIPMENT & MATERIALS SHALL MATCH DESIGN SPECIFICATIONS AND MANUFACTURER'S MZ201-A HVAC ZONING -AREA A 118" - 1-0" AMERICAN SOCIETY OF HEATING LVR LOUVER � 1 M-201 BOUNDARY B SINGLE DUCT VAV RECOMMENDED INSTALLATION INSTRUCTIONS. Prepared For ASHRAE REFRIGERATION &AIR LWT LEAVING WATER TEMPERATURE ` - ` DETAIL NO. - 2 1 BOX WITH MZ201-B HVAC ZONING AREA B 118" 1'-0" FARMERS INSURANCE CONDITIONING ENGINEERS -M- EQUIPMENT TAG; ATTENUATOR 7. LOCATION OF DUCTWORK IS APPROXIMATE. ALL DRAWINGS AND LAYOUT ARE DIAGRAMMATIC TO M202-A MECHANICAL ROOF PLAN - AREA A 1/8" - 11-0" TIGARD, OR -- SHOW DESIGN INTENT ONLY. CONTRACTOR TO COORDINATE ALL DUCTWORK AND PIPING WITH ALL AUTO AUTOMATIC MAT MIXED AIR TEMPERATURE AC DESIGNATION AC, M202-B MECHANICAL ROOF PLAN -AREA B 1l8" - 1'-0" AVG AVERAGE ® DESIGNATION NUMBER 1-1 - ! SINGLE DUCT VAV OTHER WORK IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE MAX MAXIMUM �� { WITH REHEAT DRAWINGS AND AFFECT WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH M501 DETAILS NONE Contract No: 16.24752.00 , -B- MBTUH THOUSAND BTU PER HOUR -'- ,-----W---- ------ THAT AREA. M502 DETAILS NONE BDD BACKDRAFT DAMPER L Q LOUVER IN DOOR , SINGLE DUCT VAV MECH MECHANICAL 1 .0 ] FAMINIMUM 1.0 SQ FT, ; BOX WITH REHEAT 8. INSTALL FIRE DAMPER OR COMBINATION FIRE/SMOKE DAMPER ON ALL DUCTS PENETRATING FIRE FrrBFP BACKFLOW PREVENTOR MED MEDIUM ! AND ATTENUATOR FREE AREA 3 RATED ENCLOSURES AND PARTITIONS, AND RATED CEILINGS OF HORIZONTAL EXITS. THE I CONTRACTOR SHALL INTERLOCK ALL COMBINATION FIRE/SMOKE DAMPERS WITH LISTED AREA TYPE BLDG BUILDING MER MECHANICAL EQUIPMENT ROOM POINT OF SMOKE DETECTORS IN THE BUILDING FIRE LIFE SAFETY SYSTEM. VERIFY WITH LIFE SAFETY SYSTEM 0 BLW BELOWCONNECTION I SHUT-OFF VAV BOX + MFR MANUFACTURER - i CONTRACTOR. SEE FIRE ALARM SPECIFICATION AND SMOKE CONTROL NOTES FOR ADDITIONAL BTU BRITISH THERMAL UNIT POINT OF WITH HYDRONIC INFORMATION. MHP MOTOR HORSEPOWER Q I HEATING COIL AND SCOPE OF WORK BTUH BRITISH THERMAL UNIT/ HOUR � DISCONNECTION MIN MINIMUM OR MINUTE DUCT OUTLET BOX 9. AIR HANDLING UNITS AND FAN COIL UNITS SHALL BE PROVIDED WITH DUCT SMOKE DETECTORS AT -C- MOT MOTOR THE UNITS OUTLET WHEN THE UNITS CAPACITY EQUALS 2000 CFM OR GREATER, THE SCOPE OF WORK FOR THIS PROJECT SHALL BE TO PROVIDE HVAC BUILD-OUT FOR FARMERS CAP CAPACITY I COMBINATION INSURANCE OFFICE OCCUPATION AT 6600 SW HAMPTON STREET, TIGARD, OREGON 97223, MS MOTOR STARTER DUCTWORK (NEW} 10I:- I SMOKE/FIRE DAMPER 10. A MINIMUM OF 36" CLEAR WORKING SPACE NOT LESS THAN 30" WIDE SHALL BE MAINTAINED IN Hellmuth, Obata + Kassabaum, Inc. CC COOLING COIL ? AND ACCESS DOOR 9530 Jefferson Boulevard MTD MEAN TEMP DIFFERENCE ...Pm-..-_. __. FRONT OF ALL SWITCHES, OVERCURRENT DEVICES AND ELECTRIC CONTROL COMPONENTS, THE Culver City CA USA CD CEILING DIFFUSER MTGHT MOUNTING HEIGHT (E)Jr DUCTWORK ___. -� WORKING SPACE SHALL BE CLEAR AND EXTEND FROM THE GRADE, FLOOR, OR PLATFORM TO SMOKE DAMPER AND MINIMUM OF 6'-8" FT. WHERE THE ELECTRICAL EQUIPMENT EXCEEDS 6-1/2 FT IN HEIGHT, THE t +1 310 838 9555 f +1 310 838 9586 CFM CUBIC FEET PER MINUTE {EXISTING) MU MAKE UP WATER LINE t ACCESS DOOR MINIMUM HEADROOM SHALL NOT BE LESS THAN THE HEIGHT OF THE EQUIPMENT CFSD COMBINATION FIRE/SMOKE DAMPER -N- -. ._ All reproduction&intellectual property rights reserved 0 2015 CH CHILLER NIC NOT IN CONTRACT DUCTWORK BACK DRAFT I i 11. A MINIMUM OF 24" CLEAR WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE ACCESS PANELS. In Association with CL CENTER LINE (0) (EXISTING TO BE DAMPER NO NUMBERI -i DEMOLISHED) t- ' VOLUME DAMPER 12. THE SMOKE DETECTORS LOCATED AT AIR MOVING EQUIPMENT SHALL SHUT DOWN ALL AIR APPLICABLE CODES CLG CEILING NTS NOT TO SCALE I HANDLING EQUIPMENT VIA THE LIFE SAFETY SYSTEM. WHEN SMOKE IS DETECTED AT EQUIPMENT, eV CNDS CONDENSATE DRAIN O TQ THERMOSTAT ALL OTHER AIR MOVING EQUIPMENT LOCATED IN OR CONNECTED TO COMMON PLENUM OR SMOKE PROJECT SHALL COMPLY WITH, BUT NOT LIMITED TO THE FOLLOWING CODE (WITH CITY OF TIGARD CO2 CARBON DIOXIDE ' DUCTWORK WITH - ZONE SHALL SHUT DOWN. OA OUTSIDE AIR ---------° I AMENDMENTS): ACOUSTIC LINING PIPING 1. 2014 OREGON STRUCTURAL SPECIALTY CODE OD OUTSIDE DIAMETER COND CONDENSER ,-_®__ ; 13. ALL ELECTRICAL CONTROLS FOR THE SMOKE CONTROL SHALL BE RATED FOR SUCH USE. GROUP 2. 2014 OREGON MECHANICAL SPECIALTY CODE CONN CONNECT Amembe«ompanY SH Group.Inc -P- .. DUCT UNDER.. NEW PIPING 3. 2014 OREGON ELECTRICAL SPECIALTY CODE CP CONTROL PANEL POSITIVE PRESSURE 14. PROVIDE ACCESS PANELS (MATCH WALL OR CEILING RATING) IN ALL WALLS OR CEILINGS WHERE 4. 2014 OREGON PLUMBING SPECIALTY CODE 5yska Hennessy Group, Inc. PD PRESSURE DROP/DIFFERENCE - ACCESS TO DAMPERS, CONTROLS, ETC ARE REQUIRED BY CODE. COORDINATE LOCATIONS WITH330 N.Wabash Ave. CV CONSTANT VOLUME DUCT UNDER (E) EXISTING TO REMAIN ARCHITECT. 5. 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE Suite 1505 PERF PERFORATED Chicago,5 60611 NEGATIVE PRESSURE 6. 2014 OREGON FIRE CODE Tel:312.588.3560 CWP CONDENSER WATER PUMP PH PHASE ___-.�. .._+ Fax: 312.588.3579 RISE IN DUCT (IN I EXISTING TO BE j 15. CONTRACTOR SHALL NOTE THE CRITICAL SPACE AVAILABLE ABOVE CEILINGS. PROVIDE TRANSITION CWR CONDENSER WATER RETURN PLBG PLUMBING (D) DEMOLISHED ! PIECES AT CROSSOVERS, UNDER BEAMS, OVER/UNDER PIPES, AS REQUIRED TO ACCOMMODATE www.syska.com UP-� DIRECTION OF AIR CWS CONDENSER WATER SUPPLYPOS POSITIVE FLOW) VALVES I DUCTS WITHIN SPACE AVAILABLE, PROVIDING EQUIVALENT DUCT SIZE TO THE DIAMETER SHOWN. , --- COORDINATE CLOSELY WITH OTHER TRADES TO REDUCE NECESSITY OF TRANSITIONS TO A "D" PRV PRESSURE REDUCING VALVE DROP IN DUCT (IN 101 BALL VALVE MINIMUM, NO ADDITIONAL COSTS WILL BE PAID FOR ANY REQUIRED TRANSITIONS OR OTHER Key Plan (D) EXISTING TO BE DEMOLISHED PSI POUNDS PER SQUARE INCH DN DIRECTION OF AIR SPECIAL CHANGE SHAPE PIECES. ALL DUCTWORK SHALL BE SUPPORTED AND SEISMICALLY DB DRY BULB -R- FLOW) {A{ I BUTTERFLY VALVE RESTRAINED PER THE LOCAL BUILDING CODES AND SMACNA STANDARD. dB DECIBEL (R) REMOVE 0 REHEAT COIL N CHECK VALVE 16. THERE SHALL BE NO PIPING AND/OR DUCTWORK RUN THROUGH ELECTRICAL ROOMS UNLESS THAT DBA UNIT OF SOUND LEVEL - __ DUCTWORK AND/OR PIPING IS SERVING THAT ELECTRICAL SPACE. DBT DRY BULB TEMPERATURE R RISE RA RETURN AIR I I I I I I FLEX DUCT CC FLOAT VALVE 17. ALL FLEXIBLE DUCT CONNECTIONS TO AIR DISTRIBUTION DEVICES TO BE MIN. 5'-0" ACOUSTICAL DDC DIRECT DIGITAL CONTROL FUSIBLE LINK I RAG RETURN AIR GRILLE DUCT TRANSITION FLEX DUCT PER SPECIFICATIONS. , DEG DEGREE REC RECESSED N GATE VALVE DIA DIAMETER REFR REFRIGERATION 18. NOT ALL SYMBOLS, NOTES, DETAILS AND EQUIPMENT IN SCHEDULES ON GENERAL SHEETS WILL D K1 GLOBE VALVE APPLY TO EACH BUILDING. THEY ARE TO COVER ALL BUILDINGS AND WILL APPLY BASED ON SCOPE DMPR DAMPER REG REGISTER 41rHa - _ IN BUILDING, DN DOWN [U MOTORIZED BALL Professional Seals REM REMOVABLE VANED ELBOW { { VALVE 19. LOCATE EXISTING REINFORCING STEEL UTILIZING ANY SUITABLE METAL DETECTION SYSTEM. DO .�` �` 0 DPT DEW POINT TEMPERATURE READ REQUIRED I OS&Y VALVE ; NOT CUT ANY EXISTING STEEL REINFORCEMENT, SHIFT ANCHOR OR CORE TO MISS THE REBAR. 44et DR DRAIN RFGT REFRIGERANT j� - DWG DRAWING {� PLUG VALVE 20. BOLTS MUST BE INSTALLED TO AVOID DAMAGING EXISTING STEEL REINFORCEMENT. IN CASE OF 4 RH RELATIVE HUMIDITY �. ,,,,+" �.. .. I CONFLICT, ADJUST BOLT LOCATION, ALLOWING FOR 1" CONCRETE COVER BETWEEN REBAR AND y '° -E- RHC REHEAT COIL RADIUS ELBOW S PLUG SAFETY BOLT. ' „q EA ° �� (E) EXISTING TO REMAIN - ----__IV/I - RLA RUNNING LOAD AMPERES �� � Q'! PRESSURE 21. PROVIDE TRANSFER DUCTS AS NECESSARY ABOVE CEILING FOR RETURN AIR PATH TO AIR (ER) EXISTING TO BE RELOCATED REDUCING i VMS;RLL REFRIGERANT LIQUID LINE -- HANDLING EQUIPMENT SERVING THAT SPACE. REFER TO DETAILS FOR TRANSFER DUCT SIZES. EA EXHAUST AIR RM ROOM -- - I RELIEF VALVE No. 9Description une Date 7 AIR REGISTER (SEE - - 2 BID/PERMIT JJuly 06 2017 EAR EXHAUST G S RPM REVOLUTIONS PER MINUTEill . DUCT FITTING € EAT ENTERING AIR TEMPERATURE RSL REFRIGERANT SUCTION LINE DETAILS) Il SOLENOID VALVE EDBT ENTERING DRY BULB TEMP ' VALVED AND CAPPED -S- NH EER ENERGY EFFICIENCY RATIO SA SUPPLY AIR OUTLET FLEXIBLE DUCT BFP BACK FLOW EF EXHAUST FAN SAR SUPPLY AIR REGISTER EL ELEVATION I I I I I I CONNECTION � PREVENTER SD SMOKE DAMPER/DETECTOR FITTINGS 1 E_ ELEC ELECTRIC / ELECTRICAL _ SEER SEASONAL ENERGY EFFICIENCY r F . ���� TRANSFER AIR BOOT C ELBOW DOWN c� EQ EQUAL SF SUPPLY FAN (STRAIGHT) SEE o ESP EXTERNAL STATIC PRESSURE ELBOW DOWN TO r�__---i SCHEDULE SF SQUARE FOOT(FEET) a i 1 , s -� TEE u, ;-I _LaiREQUIREMENTS l,� EWBT ENTERING WET BULB TEMP = SP STATIC PRESSURE - -0 ELBOW UP "' EWT ENTERING WATER TEMP ;-----------1 lz SPEC SPECIFICATION TRANSFER AIR o EXH EXHAUST 1 ELBOW WITH I ' END CAP SS STAINLESS STEEL r---- oEXIST EXISTING I ACOUSTIC LINING - TEE DOWN STRUC STRUCTURAL '.___� Q o -F- -T- SA ; SOUND ATTENUATOR -0- TEE UP = F FAHRENHEIT / _ T THROAT FA FACE/FREE AREA TA TRANSFER AIR CEILING SUPPLY -LI! HUNION o FCU FAN COIL UNIT CD-AN DIFFUSER, TYPE A, TDH TOTAL DYNAMIC HEAD 100 THROW PATTERN cn FD FIRE DAMPER 1- TEMP TEMPERATURE 4-WAY, 100 CFM w FIN FLR FINISH FLOOR TSTAT THERMOSTAT mm u' FLA FULL LOAD AMPERES CEILING RETURN Q TYP TYPICAL CR-A171 REGISTER (GRILLE), -- o FLEX FLEXIBLE -V" 100 FLTR FILTER TYPE A, 100 CFM CD in V VOLT FPM FEET PER MINUTE VAV VARIABLE AIR VOLUME l., EG-A� CEILING EXHAUST Project a� FT FEET/ FOOT VD VOLUME DAMPER 100 TYPE A, 100 CFM No: ZHK35000 wSheet Title -G- VFD VARIABLE FREQUENCY DRIVE CEILING SUPPLY = GAL GALLON -W- ® WITH BLANKING MECHANICAL COVER 6 GALV GALVANIZED W WIDTH PLATE (3-WAY) SHEET a_ GPM GALLONS PER MINUTE o W/ WITH EXISTING TO REMAIN , o GRL GRILLE W/O WITHOUT CV (-;-i _H_ WB WET BULB ;i EXISTING TO BE Original drawing is 42 x 30. Do not scale contents of this drawing. o HD HEAD Ir.-J DEMOLISHED WMS WIRE MESH SCREEN Sheet Number ti HORIZ HORIZONTAL iziWP WEATHERPROOF SIDEWALL SUPPLY M 0 0 1 -6' HP HORSEPOWER ��� DIFFUSER a REFERENCE ONLY NOT APPROVED WIT?-I THIS PERMIT MECHANICAL SPECIFICATION 9. SMACNA: SHEET METAL AND AIR CONDITIONING CONTRACTORS DURING INSTALLATION, PIPING, DUCTWORK AND SIMILAR OPENINGS 2. "INSTALL": TO ERECT, MOUNT, AND MAKE ALL CONNECTIONS OF APPROVED MAINTENANCE MANUAL IN PROJECT FILES. THREE 1. FITTINGS SHALL BE STANDARD CAST BRONZE, BANDED, BRAZING NATIONAL ASSOCIATION SHALL BE CAPPED TO KEEP OUT DIRT AND OTHER FOREIGN COMPLETE WITH RELATED ACCESSORIES. COPIES SHALL BE DELIVERED TO THE OWNER. JOINT IN ACCORDANCE WITH MIL-F-1183. PART 1 GENERAL 10.UL: UNDERWRITERS' LABORATORIES, INC. MATTER. 3. "SUPPLY": TO PURCHASE, PROCURE, ACQUIRE, AND DELIVER 1.10 SEISMIC SUPPORT 2. SILVER BRAZING ALLOYS SHALL BE SIMILAR TO HANDY AND 11.NATIONAL, STATE AND LOCAL CODES OF ALL AUTHORITIES D. DO NOT INSTALL DAMAGED MATERIALS, APPARATUS AND COMPLETE WITH RELATED ACCESSORIES. A. CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER TO HARMAN SIL-FOS. 1.01 RELATED DOCUMENTS HAVING JURISDICTION. EQUIPMENT. DAMAGED MATERIALS, APPARATUS, AND EQUIPMENT 4. "WORK": LABOR, MATERIALS, EQUIPMENT, APPARATUS, DESIGN ALL SEISMIC SUPPORTS REQUIRED FOR THE PROJECT. E. UNIONS: _ A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING 12.LOCAL UTILITY AUTHORITIES. SHALL BE MARKED AS REJECTED MATERIALS AND PROMPTLY CONTROLS, ACCESSORIES, SERVICES, SUPERVISION AND B. CONTRACTOR SHALL SUPPORT AND BRACE ALL HVAC SYSTEMS IN 1. FOR STEEL PIPE: GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 13.OTHER CODES AND STANDARDS AS REFERENCED, HEREIN. REMOVED FROM THE SITE. OTHER ITEMS REQUIRED FOR PROPER AND COMPLETE ACCORDANCE WITH REQUIREMENTS OF LOCAL CITY AND STATE a, MALLEABLE IRON 300-LB. WSP. , A SPECIFICATION SECTIONS, APPLY TO THIS AND ALL OTHER E. IN ADDITION TO COMPLYING WITH ALL OTHER LEGAL E. AFTER EQUIPMENT HAS BEEN INSTALLED, COVER WITH A INSTALLATION. CODE, AND OTHER GOVERNING CODES. 1) GROUND JACKET SEAT: BRASS-TO-IRON, BLACK OR SECTIONS OF DIVISION 23. REQUIREMENTS, COMPLY WITH CURRENT PROVISIONS OF PROTECTIVE MATERIAL AND KEEP COVERED UNTIL ALL PAINTING 5. "PIPING": PIPE, TUBE, FITTINGS, FLANGES, VALVES, CONTROLS, 1.11 INDEMNIFICATION GALVANIZED TO MATCH PIPING. - 1. RELATED DOCUMENTS: GENERAL NOTES, EQUIPMENT GOVERNING CODES AND REGULATIONS IN EFFECT DURING THE AND INSULATING WORK HAS BEEN COMPLETED. THE SUBJECT STRAINERS, HANGERS, SUPPORTS, UNIONS, TRAPS, DRAINS, A. SEE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 2.07 BOLTS AND NUTS: ARMERS SCHEDULES, SPECIFICATIONS, APPLIANCE AND FIXTURE PROGRESS OF THE WORK, AND WITH THE FOLLOWING: EQUIPMENT SHALL NOT BE OPERATED WHILE IT HAS A PROTECTIVE INSULATION, TRIM, AND RELATED ITEMS. FOR INDEMNIFICATION PROVISIONS. A. BOLTS SHALL BE CHROME-MOLYBDENUM BOLT STUD IN SPECIFICATION PACKAGES WHICH INCLUDE AND/OR REQUIRE 1. DRAWINGS AND SPECIFICATION REQUIREMENTS THAT EXCEED COVERING. AT FINAL INSPECTION, ALL EQUIPMENT SHALL BE FREE 6. "DUCTWORK": SHEET METAL, REINFORCEMENT ANGLES, B. IN ADDITION TO THE REMEDIES AVAILABLE IN THIS SECTION, AND ACCORDANCE WITH ASTM A 193 GRADE B7 WITH FULL LENGTH INSURANCE MECHANICAL SUPPLY AND INSTALLATION SHALL BE INCLUDED IN CODE REQUIREMENTS SHALL GOVERN. OF STAINS, SCRATCHES AND FOREIGN DEBRIS. ALL EQUIPMENT CLOSURES, FLANGES, FRAMES, GRILLES, REGISTERS, ELSEWHERE IN THE CONTRACT, CONTRACTOR SHALL INDEMNIFY, THREADS IN ACCORDANCE WITH ANSI B1.1. THREADED LENGTH THE MECHANICAL WORK AND SUCH RELATED DOCUMENTS 2. WHERE REQUIREMENTS BETWEEN THE GOVERNING CODES AND FINISHES THAT DO NOT MEET THESE REQUIREMENTS SHALL BE DIFFUSERS, DAMPERS, FILTERS, AND RELATED ITEMS. DEFEND AND HOLD SYSKA HENNESSY GROUP, THE OWNER, AND SHALL BE SUFFICIENT TO PROJECT BEYOND NUTS ONE COMPLETE SHALL FORM PART OF THESE SPECIFICATIONS. REGULATIONS VARY, THE MORE STRINGENT SHALL APPLY. SANDED, PRIMED AND PAINTED TO MATCH ORIGINAL PAINT FINISH. 7. "WIRING": RACEWAY, FITTINGS, WIRE, BOXES, AND RELATED THEIR AGENTS, OFFICERS AND EMPLOYEES HARMLESS FROM AND THREAD WHEN JOINT IS MADE. B. "MECHANICAL," AS USED IN THIS SPECIFICATION, INCLUDES ALL 3. NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL BE 1.06 WARRANTY AND SERVICE ITEMS. AGAINST ANY AND ALL LIABILITY, LOSSES, CLAIMS, DAMAGES, B. NUTS SHALL BE CARBON STEEL IN ACCORDANCE WITH ASTM A 194, WORK SPECIFIED UNDER DIVISION 23. ALL REQUIREMENTS FOR CONSTRUED AS AUTHORITY OR PERMISSION TO DISREGARD OR A. WARRANTY: SUBMIT A SINGLE WRITTEN GUARANTEE STATING THAT 8. "CONCEALED": EMBEDDED IN MASONRY OR OTHER COSTS AND EXPENSES, INCLUDING LEGAL FEES, WHICH ANY AND GRADE 2. NUTS SHALL BE HEXAGON HEAVY SERIES TYPE, Project "MECHANICAL WORK" APPLY TO ALL OF DIVISION 23, REGARDLESS VIOLATE LEGAL REQUIREMENTS. THE CONTRACTOR SHALL ALL PORTIONS OF THE WORK ARE IN ACCORDANCE WITH THE CONSTRUCTION, INSTALLED IN FURRED SPACES, WITHIN CRAWL ALL OF THEM AT ANY TIME SUSTAIN OR INCUR. THREADS SHALL BE THE SAME AS FOR BOLTS. FARMERS H I LLSBORO OF SPECIFIC TRADE (I.E., HVAC, PLUMBING AND FIRE PROTECTION). IMMEDIATELY NOTIFY/INFORM THE ENGINEER OF SUCH CONTRACT REQUIREMENTS. GUARANTEE ALL WORK AGAINST SPACES, OR ENCLOSURES. 2.08 ESCUTCHEONS, FLASHINGS AND SLEEVES C. REQUIREMENTS OF OTHER SECTIONS: CAREFULLY CHECK THE CONFLICTS NOTED IN THE CONTRACT DOCUMENTS. FAULTY AND IMPROPER MATERIAL AND WORKMANSHIP FOR A 9. "EXPOSED": NOT INSTALLED UNDERGROUND OR "CONCEALED"AS PART 2 PRODUCTS A. ESCUTCHEONS: OFFICE RELOCATION DOCUMENTS OF THE OTHER SECTIONS TO ASCERTAIN THE 1.04 JOB CONDITIONS PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE DEFINED ABOVE. 1. PROVIDE EXPOSED PIPING WITH ESCUTCHEONS WHERE PASSING REQUIREMENTS OF ANY INTERFACING MATERIALS OR EQUIPMENT A. SITE SAFETY: THE CONTRACTOR COVENANTS AND AGREES THAT HE BY THE OWNER, EXCEPT THAT WHERE EXTENDED GUARANTEES OR 10."EQUIVALENT": EQUIVALENT IN MATERIALS, WEIGHT, SIZE, 2.01 MATERIALS THROUGH WALLS, CEILINGS OR PARTITIONS. Prepared For BEING FURNISHED AND/OR INSTALLED BY THAT SECTION WHICH AND HIS SUBCONTRACTORS AND HIS AND THEIR AGENTS AND WARRANTIES FOR LONGER TERMS (SUCH AS REFRIGERATION DESIGN, PERFORMANCE, UTILITY REQUIREMENTS, CAPACITY, A. MATERIALS AND EQUIPMENT SHALL BE STANDARD PRODUCTS OF A 2. PROVIDE STAMPED SHEET METAL WITH SATIN FINISH CHROMIUM RELATE TO THE MECHANICAL WORK, AND PROVIDE THE PROPER EMPLOYEES SHALL PROVIDE AND MAINTAIN A SAFE PLACE TO COMPRESSORS, AND CONTROLS COMPONENTS) ARE SPECIFIED IN AND EFFICIENCY AS THE SCHEDULED OR SPECIFIED "DESIGN MANUFACTURER REGULARLY ENGAGED IN THE MANUFACTURING OF PLATING OVER COPPER AND DEEP TYPE TO COVER PROJECTING FARMERS INSURANCE INSTALLATION, SUPPORTS, ANCHORS, OFFSETS AND/OR WORK. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AND THE CONTRACT, OR ARE THE MANUFACTURER'S STANDARD OPTION, BASIS" PRODUCT. SUCH PRODUCTS, WHICH ARE OF A SIMILAR MATERIAL, DESIGN, AND SLEEVES. TIGARD, OR CONNECTIONS. REGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING SUCH LONGER WARRANTIES SHALL APPLY. 1.08 SUBMITTALS: WORKMANSHIP. THE STANDARD PRODUCTS SHALL HAVE BEEN IN 3. FOR FLUSH FIT, USE SET SCREWS ON BARE PIPE AND INTERNAL D. SIGNAGE: PROVIDE S1GNAGE REQUIRED BY CODES, BY THIS JURISDICTION (AHJ). FURTHERMORE, THE CONTRACTOR AGREES TO B. REFER TO GENERAL CONDITIONS AND DIVISION 1, WARRANTIES AND A. PROVIDE A DIGITAL COPY OF SUBMITTAL MATERIAL WITH SATISFACTORY COMMERCIAL OR INDUSTRIAL USE FOR TWO (2) SPRING ON COVERED PIPE. Contract No: 16.24752.00 SECTION AND BY AUTHORITIES HAVING JURISDICTION (AHJ). INDEMNIFY, DEFEND, AND HOLD HARMLESS -THE ENGINEER, BONDS. DESCRIPTIVE DATA FOR ALL PRODUCTS, MATERIALS, AND YEARS PRIOR TO THE BID OPENING DATE FOR THIS PROJECT. 4. GRINNELL AS SPECIFIED, OR BEATON-CORBIN OR EQUAL: 1.02 SCOPE OF WORK OWNER, AND ARCHITECT FROM AND AGAINST ANY AND ALL CLAIMS C. WARRANTEE PERIOD SHALL START AFTER FINAL ACCEPTANCE OF EQUIPMENT, INCLUDING BUT NOT LIMITED TO THE EQUIPMENT PRODUCTS SHALL BE SUPPORTED BY A SERVICE ORGANIZATION, a. FIG. 2 FOR COPPER TUBING. A. PROVIDE ALL APPROPRIATE LABOR, TOOLS, MATERIALS, SERVICES, OF LIABILITY, LOSS, DAMAGE, OR EXPENSE, INCLUDING ATTORNEY'S MECHANICAL SYSTEMS BY THE OWNER OR ARCHITECT. LISTED IN THIS PARAGRAPH. CATALOG DATA SHALL BE MARKED TO SYSTEM COMPONENTS SHALL BE ENVIRONMENTALLY SUITABLE FOR b. FIG. 13 FOR STEEL PIPE. AND EQUIPMENT NECESSARY FOR COMPLETE AND SAFE FEES-ARISING FROM A FAILURE OR ALLEGED FAILURE ON THE D. WHERE EXTENDED WARRANTIES ARE CALLED FOR HEREIN, FURNISH INDICATE MATERIAL, SIZE, OPTIONS, PERFORMANCE CHARTS AND THE INDICATED LOCATIONS AND OPERATIONS. c. POLISHED CHROME-PLATED BRASS. INSTALLATION OF HEATING, VENTILATING, AND AIR CONDITIONING PART OF THE CONTRACTOR, HIS SUBCONTRACTORS AND HIS AND THREE COPIES TO BE INSERTED IN OPERATION AND MAINTENANCE CURVES, ETC. IN SUFFICIENT DETAIL TO DEMONSTRATE B. EQUIPMENT AND MATERIALS SHALL BE NEW, BEST OF THEIR 5. MANUFACTURE SPECIAL ESCUTCHEON SIZES, WHEN SO (HVAC) WORK IN CONFORMITY WITH THE REQUIREMENTS OF ALL THEIR AGENTS AND EMPLOYEES TO PROVIDE AND MAINTAIN A SAFE MANUALS. COMPLIANCE WITH CONTRACT REQUIREMENTS. DATA SHALL RESPECTIVE KINDS, AND FREE FROM DEFECTS. WHERE INDICATED, REQUIRED, FROM GALVANIZED STEEL. AUTHORITIES HAVING JURISDICTION (AHJ). THE MECHANICAL WORK PLACE TO WORK; OR TO COMPLY WITH ALL LAWS AND REGULATIONS E. WARRANTY SERVICE: WARRANTY SERVICE TO CORRECT INCLUDE THE MANUFACTURER'S RECOMMENDED INSTALLATION PROVIDE EQUIPMENT WHICH IS LISTED BY UNDERWRITER'S B. SLEEVES: IS INDICATED AND DESCRIBED ON THE PROJECT DRAWINGS AND/OR OF ANY GOVERNMENTAL AHJ, THEREOF. DEFICIENCIES SHALL BE SUPPLIED AT NO ADDITIONAL COST TO THE INSTRUCTIONS AND PROCEDURES. PROVIDE SUBMITTALS PRIOR TO LABORATORIES, INC., BEARING THE UL LABEL. 1. PROVIDE SLEEVING FOR ALL PIPING THAT PENETRATES FLOOR + 4 SPECIFIED HEREIN. B. SAFETY REQUIREMENTS: EXPOSED MOVING PARTS, PARTS THAT OWNER. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY THE PURCHASE AND INSTALLATION OF THE EQUIPMENT. ALLOW TEN C. MATERIALS AND EQUIPMENT PROVIDED FOR SIMILAR APPLICATIONS SLABS/ROOF. B. MAJOR ITEMS OF WORK INCLUDE THE FOLLOWING: PRODUCE HIGH OPERATING TEMPERATURE, PARTS WHICH MAY DEFICIENCIES WHICH OCCUR DURING THE GUARANTEE PERIOD, ALL (10) DAYS FOR ENGINEER TO REVIEW SUBMITTALS. SHALL BE OF THE SAME MANUFACTURER AND SHALL CONFORM TO 2. PROVIDE CAST IRON OR STEEL WITH OR WITHOUT WELDED 1. AIR CONDITIONING SYSTEMS: PROVIDE DEMOLITION OF EXISTING BECOME ELECTRICALLY ENERGIZED, AND PARTS THAT MAY BE A TO THE SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL BE 1. COORDINATED LAYOUT PLANS, SHOWING WORK OF ALL TRADES, THE REFERENCED STANDARDS. CENTER FLANGE AS NOTED. HVAC EQUIPMENT, DUCTWORK, AND SYSTEMS AS INDICATED ON HAZARD TO OPERATING PERSONNEL SHALL BE INSULATED, FULLY RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH DEFICIENCIES INCLUDING BUT NOT LIMITED TO DUCTWORK, PIPING, HVAC, 2.02 [NOT USED] 3. PROVIDE NO. 20 USSG GALVANIZED IRON. THE PROJECT DRAWINGS. ENCLOSED, GUARDED, OR FITTED WITH OTHER TYPES OF SAFETY AND SHALL REPAIR SUCH DAMAGE AND REIMBURSE THE OWNER PLUMBING, FIRE PROTECTION PIPING, IT LAYOUT, ELECTRICAL 2.03 [NOT USED] 4. PROVIDE CAST IRON FLASHING, TYPE S WITH INTEGRAL CENTER Hellmuth, Obata + Kassabaum, Inc. 2. PROVIDE AND INSTALL NEW HVAC EQUIPMENT AS INDICATED, DEVICES. SAFETY DEVICES SHALL BE INSTALLED SO THAT PROPER FOR ALL COSTS INCURRED. CONDUITS AND BUS DUCTS, AND EQUIPMENT. 2.04 STORAGE AND PROTECTION: FLASHING FLANGE, AND CLAMPING RING. 9530 Jefferson Boulevard SCHEDULED AND SPECIFIED HEREIN. OPERATION OF EQUIPMENT IS NOT IMPAIRED. WELDING AND F. ALL PREVENTATIVE MAINTENANCE AND NORMAL SERVICE WILL BE 2. DUCTWORK ACCESSORIES. A. STORAGE: STORE PIPING ON THE PROJECT SITE SO AS TO 5. EXTENDED SLEEVES SHALL BE SIMILAR TO JOSAM NO. 1880. Culver City, CA 90232 USA 3. MODIFY EXISTING SUPPLY AIR, RETURN AIR AND OUTSIDE AIR CUTTING SAFETY REQUIREMENTS SHALL IN ACCORDANCE WITH PERFORMED BY THE OWNER'S MAINTENANCE PERSONNEL AFTER 3. DUCTWORK TYPICAL CONSTRUCTION. PRECLUDE THE ENTRANCE OF CONSTRUCTION DIRT AND DEBRIS a. FLUSH SLEEVES SHALL BE SIMILAR TO JOSAM NO. 1870. t +1 310 838 9555 f +1 310 838 9586 DISTRIBUTION SYSTEMS TO MAKE THE NECESSARY AMERICAN WELDING SOCIETY AWS Z49.1 - "SAFETY IN WELDING, FINAL ACCEPTANCE OF THE WORK. THIS SHALL NOT ALTER THE 4. DUCT SEALING. INTO THE OPEN ENDS OF PIPING. DO NOT INSTALL PIPING FOULED b. PROVIDE GALVANIZED CAST IRON FLASHING TYPE FOR CONNECTIONS TO THE NEW HVAC EQUIPMENT. CUTTING, AND ALLIED PROCESSES". CONTRACTOR'S WARRANTY OF THE WORK IN ANY WAY. 5. FLEXIBLE DUCTING. WITH CONSTRUCTION DIRT. DEX-O-TEX TYPE WATERPROOFING WITH INTEGRAL BOTTOM, Alreproduction &intellectual property rights reserved 2015 4. MODIFY EXISTING AND PROVIDE NEW GRILLES, REGISTERS, AND C. SITE SECURITY: PROTECT MECHANICAL MATERIALS AND EQUIPMENT G. RECTIFICATION: AT NO ADDITIONAL COST TO THE OWNER, WITHIN 24 6. DAMPERS. B. STORAGE OF FITTINGS: STORE FITTINGS UNDER COVER, FLANGED, SIMILAR TO SMITH DX-935. In Association with DIFFUSERS AS INDICATED. FROM ALL DAMAGE DUE TO FIRE, THEFT, VANDALISM, WEATHER, HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES WHICH 7. INSULATION AND ACOUSTICAL LINING. PROTECTED FROM CONSTRUCTION DIRT AND RAIN. 5. SLEEVES OF FOLLOWING TYPES AS REQUIRED: 5. MODIFY EXISTING AND PROVIDE NEW DDC MONITORING LOSS, ETC. OCCUR DURING THE GUARANTEE PERIOD, ALL TO THE 8. VVT UNITS 2.05 PIPE: a. SCHEDULE 40, GALVANIZED STEEL PIPE SLEEVES. CONTROLS FOR ALL HVAC EQUIPMENT AS INDICATED ON THE D. REPAIR ANY DAMAGE CAUSED TO THE WORK OF OTHER SECTIONS SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL BE 9. PIPING AND PIPE ACCESSORIES INCLUDING VALVES AND 1. TYPE: b. ADJUSTABLE, TELESCOPIC METAL SLEEVES: DRAWINGS. BY THE INSTALLATION OF THE MECHANICAL WORK. RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH DEFICIENCIES FITTINGS. a. 2-1/2 INCHES AND SMALLER- TYPE K, DRAWN-TEMPER COPPER 1) ADJUST-O-CRETE OR EQUAL. Pt 6. PROVIDE TEST, ADJUST AND BALANCE OF ALL MODIFIED E. FIREPROOFING: REPAIR ANY DAMAGED FIREPROOFING CAUSED BY AND REPAIR THEREOF AND REIMBURSE THE OWNER FOR ALL COSTS 10.HVAC CONTROLS COMPONENTS: GAGES, THERMOMETERS, ETC. TUBING, ASTM B88, 400 LB CLASS WROUGHT COPPER FITTINGS c. FOR INSULATED PIPING, SLEEVE DIAMETER SHALL NOT BE c SYSTEMS. THE INSTALLATION OF THE MECHANICAL WORK TO THE INTEGRITY INCURRED. 11.ROOFTOP AIR CONDITIONING UNITS. AND BRAZED JOINTS. LESS THAN DIAMETER OF INSULATION. SYSKA HINNESSY 7. PROVIDE COMMISSIONING OF DDC CONTROLS AND HVAC OF THE ORIGINAL CONSTRUCTION. H. QUALITY ASSURANCE: 12.DIFFUSERS, GRILLES AND REGISTERS. 2. SHUT-OFF VALVES SHALL BE INSTALLED AT ALL BRANCH 2.09 INSTALLATION: GROUP EQUIPMENT AS INDICATED HEREIN. F. SITE CLEANLINESS: KEEP SITE FREE FROM THE MECHANICAL a. NEW, BEST OF THEIR RESPECTIVE KINDS, FREE FROM 13.CERTIFIED ACOUSTICAL TEST AND PERFORMANCE DATA FOR CONNECTIONS. A. PIPING: INSTALL PIPING APPROXIMATELY AS INDICATED AND AmtmeerconparyclSHGr(wp,i. 8. GENERAL ITEMS OF WORK: WORK'S SURPLUS MATERIALS, TOOLS, AND RUBBISH AT ALL TIMES DEFECTS, LISTED AND LABELED BY UNDERWRITERS' GRILLES, REGISTERS, DIFFUSERS, AIR TERMINAL UNITS, FANS, a. 2 INCHES AND SMALLER - BRONZE BALL TYPE, 1/4 TURN, FULL MODIFY TO SUIT BUILDING CONDITIONS, TO AVOID INTERFERENCE Syska Hennessy Group,Inc. a. ACCESS DOOR PANELS: PROVIDE CONCEALED CONTROLS, DURING THE CONSTRUCTION AND UPON COMPLETION, LEAVE THE LABORATORIES, INC., OR BEARING THEIR LABEL, AND AIR HANDLING UNITS. PORT, CLASS#150, 600 PSI WOG. WITH OTHER TRADES AND TO MAINTAIN ACCESS AND CLEARANCE 330 N.Wabash Ave. DAMPERS, VALVES, AND EQUIPMENT REQUIRING ACCESS WITH SITE IN A CLEAN CONDITION. b. MATERIALS AND EQUIPMENT OF SIMILAR APPLICATION: SAME 14.AIR TEST AND BALANCE REPORTS. b. HORIZONTAL BRONZE SWING CHECK VALVE, CLASS 125, 200 LB AND TO MAINTAIN PITCH. Suite 1505 ADEQUATELY SIZED ACCESS DOORS/PANELS. IN REMOVABLE G. INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MANUFACTURE, EXCEPT AS NOTED. 15.FANS, FAN CURVES. WOG. 1. WHERE MODIFICATIONS ARE REQUIRED, PROVIDE OFFSETS, Chicago, IL 60611 Tsl:312.588.3560 TYPE CEILINGS, PROVIDE ACCESS TILE IDENTIFICATION ONLY. MINIMUM INTERFERENCE TO EXISTING FACILITIES. ALARM AND c. CONFORM TO REFERENCE STANDARDS. 16.DAMPER MOTORS. 3. PROVIDE 112 INCH DRAIN VALVE WITH CAPPED CONNECTION AT DRAINS, VENTS, VALVES AND REQUIRED PIPE AND FITTINGS, Fax:312.588.3579 b. PROVIDE FOR CUTTING AND PATCHING REQUIRED BY EMERGENCY SYSTEMS SHALL NOT BE INTERRUPTED. 1.07 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS 17.THERMOSTATS, LEAK DETECTORS AND ALL CONTROL DEVICES. ALL LOW POINTS. PROVIDE 3/4 INCH BALL VALVE WITH CAPPED 2. CONNECT EQUIPMENT IN ACCORDANCE WITH EACH www.syska.com MECHANICAL WORK. H. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AS A. IT IS THE INTENT OF THESE SPECIFICATIONS AND THE CONTRACT 18.VIBRATION ISOLATION CONNECTION FOR DRAINING IN EQUIPMENT ROOMS AND AT THE MANUFACTURER'S STANDARD DETAILS AND c. COORDINATE ALL NEW WORK WITH EXISTING MECHANICAL, REQUIRED WITH THE NECESSARY TEMPORARY CONNECTIONS DRAWINGS TO PROVIDE A COMPLETE AND WORKABLE FACILITY. 19.BASEBOARD RADIATION COVERS. LOWEST POINT OF THE SYSTEM, RECOMMENDATIONS, AS APPROVED, EXCEPT AS NOTED, WITH ELECTRICAL, STRUCTURAL, AND ARCHITECTURAL CONDITIONS. BETWEEN NEW AND EXISTING WORK. CONNECT NEW WORK TO BOTH OF THE DRAWINGS AND THE SPECIFICATIONS SHALL BE 20.MOTORS AND MOTOR CONTROLLERS. 4. MANUAL AIR VENTS: PROVIDE LINE SIZE AIR CHAMBER WITH 1/2 ACCESSORY PIPING, VENTS, DRAINS, RELIEFS AND BY-PASSES. Key Plan d. REMOVE AND REPLACE EXISTING CEILINGS AS REQUIRED FOR EXISTING WORK IN A NEAT, WORKMANLIKE, AND ACCEPTABLE CONSIDERED AS SUPPLEMENTAL TO ONE ANOTHER, SO THAT 21.AS-BUILT DRAWINGS DVD. INCH BALL VALVE AT ALL HIGH POINTS AND WHERE FLOW 3. INSTALL PIPING PARALLEL WITH OR AT RIGHT ANGLE TO WALLS THE DEMOLITION OF EXISTING AND INSTALLATION OF NEW MANNER. RESTORE EXISTING WORK, WHICH HAS BEEN DISTURBED MATERIALS AND LABOR REQUIRED BY ONE BUT NOT THE OTHER, 22.ONE (1) SET OF CONTRACTOR REDLINES, DIRECTION CHANGES FROM HORIZONTAL TO DOWNWARD. AND OTHER PIPING, NEATLY SPACED AND WITH PLUMB RISERS. MECHANICAL EQUIPMENT AND DUCTWORK. TO THE ORIGINAL CONDITION, INCLUDING MAINTENANCE OF WIRING SHALL BE SUPPLIED AND INSTALLED, AS THOUGH SPECIFICALLY 23.CLOSE-OUT DOCUMENTATION IN A BINDER AND ELECTRONICALLY 5. CONDENSATE DRAIN PIPING: TRAP SEAL MINIMUM ONE INCH 4. MAINTAIN MAXIMUM HEADROOM AND CEILING HEIGHT, OFFSET AS C. VERIFICATION: BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL CONTINUITY AS REQUIRED. CALLED FOR BY BOTH. IN ADDITION, THE CONTRACTOR SHALL ON DVD OF ALL THE ABOVE INFORMATION. GREATER THAN STATIC PRESSURE IN SYSTEM. RUN DRAIN LINE NECESSARY AND COORDINATE WITH WORK OF OTHER TRADES. VISIT THE SITE AND BECOME THOROUGHLY FAMILIAR WITH THE I. TEMPORARY SHUTDOWNS OF EXISTING SERVICES: PROVIDE ALL INCIDENTAL ITEMS NOT SHOWN OR SPECIFIED, BUT B. CONTRACTOR AGREES THAT SUBMITTALS PROCESSED BY THE FROM UNIT TO NEAREST FLOOR DRAIN OR SLOP SINK. 5. MAINTAIN MINIMUM 1-IN. CLEARANCE FROM ADJACENT WORK, ACTUAL EXISTING CONDITIONS AND OF THE PRESENT 1. AT NO ADDITIONAL CHARGES. NECESSARY FOR THE COMPLETE INSTALLATION. ENGINEER ARE NOT CHANGE ORDERS; THAT THE PURPOSE OF THE 6. DRAIN PIPING AND MAKE-UP WATER PIPING: INCLUDING INSULATION, EXCEPT AS NOTED OR APPROVED. INSTALLATIONS TO WHICH CONNECTIONS MUST BE MADE OR WHICH 2. AT TIMES NOT TO INTERFERE WITH NORMAL OPERATION OF B. DESIGN DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE a. PIPE: ASTM B88, HARD DRAWN COPPER TUBING TYPE "L'. 6. INSTALL NO PIPING IN ELEVATOR MACHINE ROOMS, ELECTRIC L- MUST BE CHANGED OR ALTERED. THE EXTENT OF THE WORK IS EXISTING FACILITIES. GENERAL ARRANGEMENT OF MECHANICAL SYSTEMS AND WORK. ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN b. FITTINGS: BRAZED JOINT FOR DOMESTIC WATER AND FOR ROOMS AND CLOSETS AND TELEPHONE ROOMS AND CLOSETS. SHOWN ON THE PROJECT DRAWINGS AND DESCRIBED HEREIN. NO 3. ONLY WITH WRITTEN CONSENT OF THE OWNER. THE DRAWINGS DO NOT SHOW ALL NECESSARY OFFSETS, BENDS, CONCEPT; AND THAT THIS UNDERSTANDING IS DEMONSTRATED BY DRAINS SOLDERED JOINT FITTINGS, 95-5 SOLDER. 7. PROVIDE REDUCING FITTINGS FOR CHANGES IN PIPE SIZES. CONSIDERATION WILL BE GRANTED BY REASON OF LACK OF J. REMOVAL AND RELOCATION OF EXISTING WORK: ELBOWS, OR OTHER SPECIFIC ELEMENTS WHICH MAY BE REQUIRED INDICATING WHICH EQUIPMENT OR MATERIALS THE CONTRACTOR c. PITCH, EXCEPT AS NOTED. ALL DRAIN PIPING PITCHING DOWN 1 BUSHINGS WILL NOT BE PERMITTED. FAMILIARITY ON THE PART OF THE CONTRACTOR WITH THE ACTUAL 1. DISCONNECT, REMOVE, OR RELOCATE MATERIAL, EQUIPMENT, FOR PROPER INSTALLATION OF THE WORK. SUCH WORK SHALL BE INTENDS TO FURNISH AND INSTALL AND THE FABRICATION AND INCH IN 8 FEET MINIMUM. 8. PROVIDE EXTRA HEAVY PIPE FOR NIPPLES WHERE UNTHREADED PHYSICAL CONDITIONS, REQUIREMENTS, AND PRACTICES AT THE PLUMBING FIXTURES, PIPING, AND OTHER WORK NOTED AND VERIFIED BY THE CONTRACTOR AT THE SITE. ESTABLISH ALL INSTALLATION METHODS THE CONTRACTOR INTENDS TO USE. THE 7. REFRIGERANT PIPING SHALL BE COPPER TYPE K OR ACR IN PORTIONS OF PIPE ARE LESS THAN 1'/z-IN. LONG. CLOSE SITE. REQUIRED BY REMOVAL OR CHANGES IN EXISTING DIMENSIONS FROM ACTUAL MEASUREMENTS TAKEN IN THE FIELD. CONTRACTOR FURTHER AGREES THAT IF DEVIATIONS, ACCORDANCE WITH ASTM B 280, FACTORY CLEANED, NITROGEN NIPPLES NOT PERMITTED. Professional Seals D. INFORMATION: TRANSMIT ALL INFORMATION REQUIRED FOR WORK CONSTRUCTION. ADDITIONAL BENDS AND OFFSETS AS REQUIRED BY THE ACTUAL DISCREPANCIES, OR CONFLICTS BETWEEN SUBMITTALS AND CHARGED AND CAPPED. 9. PROVIDE SCREWED PIPING WITH CLEAN THREADS, CUT TO EXACT 4� ,� BEING PERFORMED BY THE OTHER SECTIONS IN AMPLE TIME FOR 2. WHERE EXISTING UTILITIES, PIPING, CONDUITS, AND/OR DUCTS, VERTICAL AND HORIZONTAL ALIGNMENT OF EQUIPMENT, CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR 8. GAS PIPING LENGTH AND REAM AFTER CUTTING AND THREADING. APPLY ,w�1r �' THE PROPER INSTALLATION AND CONNECTION, AND FOR THE WHICH ARE TO REMAIN PREVENT INSTALLATION OF NEW WORK STRUCTURAL ELEMENTS, OR OTHER JOB CONDITIONS SHALL BE AFTER SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE a. FOR LOW PRESSURE 4 INCH AND SMALLER: STANDARD ACCEPTABLE COMPOUND OR TEFLON TAPE THREAD SEALANT «� 44 PROVISION OF ALL OPENINGS REQUIRED IN FLOORS AND WALLS. AS INDICATED, RELOCATE, OR ARRANGE FOR RELOCATION OF PROVIDED TO COMPLETE THE WORK AT NO ADDITIONAL COST. CONTRACT DOCUMENTS SHALL CONTROL AND BE FOLLOWED. WEIGHT STEEL PIPE WITH STANDARD WEIGHT 150 LBS. W.O.G. ON MALE THREADS ONLY. NO LAMP WICK IN JOINTS. ,, CONDUITS AND /OR DUCTS AS NECESSARY TO C. EXCEPT AS SHOWN IN DETAIL WITH DIMENSIONS, THE PHYSICAL C. SHOP DRAWINGS AND MANUFACTURER'S PRODUCT DATA SHALL MALLEABLE IRON, THREADED FITTINGS. 10.PITCH, EXCEPT AS NOTED: ''� OREGON E. STRUCTURAL MODIFICATIONS: FIELD DRILLING AND CUTTING OF EXISTING PIPES, � HOLES IN THE BUILDING STRUCTURE REQUIRED FOR THE COMPLETE THE INSTALLATION. DIMENSIONS OF EQUIPMENT AND THE LOCATIONS OF MECHANICAL DESCRIBE MATERIALS, FINISHES, CONSTRUCTION AND DETAILS OF b. PLUG VALVES: 3 INCH AND SMALLER A.G.A. THREADED BRONZE a. WATER PIPING: ER '° 4§4 MECHANICAL WORK SHALL BE COORDINATED THROUGH THE 3. PROVIDE NEW MATERIALS AND EQUIPMENT, SUPPORTS, CURBS, EQUIPMENT, DUCTS, UTILITY PIPING, AND FITTINGS ARE ONLY EQUIPMENT, INCLUDING "UL APPROVAL", WHERE SPECIFIED. NON-LUBRICATED PLUG GAS COCK, EQUAL TO CRANE NO. 250. 1) UP TO 1-IN. PIPE: 1-IN, IN 40 FT. 1I' L 0 GENERAL CONTRACTOR AND APPROVED BY THE OWNER. ALL SUCH ISOLATORS, ETC. AS MIGHT BE REQUIRED FOR RELOCATED APPROXIMATE; THE EXACT LOCATIONS SHALL BE DETERMINED IN SUBMISSIONS SHALL INDICATE SPECIFIED DETAILS AND SHALL 9. JOINTS: 2) 1'/4-IN. AND LARGER: 1-IN. IN 100 FT. P r (" „ "t COORDINATION, DRILLING, CUTTING, AND REINFORCING COSTS EQUIPMENT. THE FIELD FROM ACTUAL MEASUREMENTS, SUBJECT TO REVIEW INCLUDE COMPLETE DIMENSIONAL DATA. COORDINATE SHOP 1. FOR COPPER: 95-5 (TIN AND ANTIMONY) SOLDER. b. CONDENSATION DRAINAGE: HEREIN. DRAWINGS WITH THE OTHER TRADES BEFORE SUBMITTING FOR 2. FOR REFRIGERANT PIPE: SILVER BRAZING ALLOY. 1) / No. Description Date NECESSARY FOR THE INSTALLATION OF THE MECHANICAL WORK 4. PLUG OR CAP ACTIVE PIPING AND DUCTWORK BEHIND OR BELOW AND APPROVAL IN ACCORDANCE WITH SUBMITTALS, '4-IN. PER FOOT PREFERRED. SHALL BE BORNE BY THE CONTRACTOR. FINISHED SURFACES. D. SELECT AND INSTALL EQUIPMENT, WHICH WILL FIT INTO THE SPACE REVIEW. SHOP DRAWINGS SHALL REFLECT ALL VARIATIONS IN THE 10. CONTROL VALVES: 1 2 ala REVIEW luny 06 2017 2) � -!N. PER FOOT MINIMUM. 2 BIDIPERM{T July 062037 1. SLEEVES: FURNISH AND SET ALL SLEEVES FOR THE PASSAGE OF 5. DO NOT LEAVE LONG DEAD END BRANCHES. CAP OR PLUG AS ALLOWED, INCLUDING SPACE FOR OPERATION AND MAINTENANCE. EQUIPMENT LAYOUT, ARRANGEMENT, AND INSTALLATION REQUIRED 1. 250 PSI WSP, BRONZE NON-RISING STEM GLOBE TYPE, 11.SYSTEM DESCRIPTION: DUCTWORK, PIPING, AND MECHANICAL CONDUITS THROUGH CLOSE AS POSSIBLE TO THE ACTIVE LINE. BEFORE ANY EQUIPMENT HAS BEEN PURCHASED, THOROUGHLY TO ADAPT TO THE JOB CONDITIONS. 2. LOCATE AT DISCHARGE OF PUMP AND RETURN CONNECTION TO a. WHERE MORE THAN ONE PIPING SYSTEM MATERIAL 1S WALLS, ROOF AND FLOORS AND ELSEWHERE AS WILL BE 6. REMOVE UNUSED OR ABANDONED PIPING, DUCTWORK, AND CHECK AND INVESTIGATE THE SPACE PROVIDED FOR THE 1,09 OPERATION & MAINTENANCE (O&M) MANUALS RISER, SPECIFIED, ENSURE SYSTEM COMPONENTS ARE COMPATIBLE REQUIRED FOR THE PROPER PROTECTION OF EACH SYSTEM MATERIAL AND PROPERLY DISPOSE OF ALL REMOVED FIXTURES RESPECTIVE EQUIPMENT AND ADVISE THE ENGINEER IMMEDIATELY A. PROVIDE FOUR (4) COPIES OF OPERATION AND MAINTENANCE 11. THERMOMETERS: AND JOINED TO ENSURE THE INTEGRITY OF THE SYSTEM IS PASSING THROUGH THE BUILDING STRUCTURE AND SURFACES. AND EQUIPMENT AS DIRECTED. PROVIDE THE OWNER'S AGENT OF ANY DISCREPANCY BEFORE PERFORMING THE WORK. MANUALS FOR OWNER'S USE. O&M MANUALS SHALL BE ARRANGED 1. THERMOMETERS TO BE DIAL TYPE, MECURY ACTUATED, WITH NOT JEOPARDIZED. PROVIDE NECESSARY JOINING FITTINGS, COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR IN WITH PROPERLY EXECUTED DISPOSAL DOCUMENTATION FOR E. BEFORE INSTALLING ANY EQUIPMENT, THE CONTRACTOR SHALL IN THREE RING BINDERS AND SHALL LIST STEP-BY-STEP ADJUSTABLE ANGLE FACE, IMMERSION BULB, CAST ALUMINUM ENSURE UNIONS AND COUPLINGS FOR SERVICING ARE ORDER TO PROPERLY EXPEDITE AND PERFORM THIS WORK. ITEMS WHICH REQUIRE ENVIRONMENTAL COMPLIANCE. INSTALL NECESSARY PLUMBING, PIPING, FITTINGS, SUPPORTS, PROCEDURES REQUIRED FOR SYSTEM START-UP, OPERATION, CASE, WHITE BACKGROUND, BLACK MARKINGS ON FACE. CONSISTENTLY PROVIDED. F. EQUIPMENT PASSAGE: CHECK THE DIMENSIONAL REQUIREMENTS K. ACCESSIBILITY: PLENUMS, CASINGS AND DUCTWORK OF THE CORRECT SIZE, ABNORMAL SHUTDOWN, EMERGENCY SHUTDOWN, AND NORMAL 2. SIMILAR TO TRERICE M80700 SERIES. INSTALL IN OVERSIZE PIPE b, USE UNIONS AND COUPLINGS DOWNSTREAM OF VALVES AND OF EQUIPMENT OF THIS SECTION WITH THE EXISTING SITE 1. INSTALLATIONS SHALL PROVIDE FOR OPERATION, MAINTENANCE, DIMENSIONS, AND SHAPE FOR THE EQUIPMENT ACTUALLY SHUTDOWN FOR EACH PIECE OF EQUIPMENT. INCLUDE THE TEE AND NIPPLE. AT EQUIPMENT OR APPARATUS CONNECTIONS. DO NOT USE u) CONDITIONS TO ENSURE THAT SUCH EQUIPMENT CAN PASS AND REPAIR OF EQUIPMENT. INSTALLED. PLUMBING, PIPING AND DUCT SIZES INDICATED SHALL FOLLOWING INFORMATION FOR EQUIPMENT ITEMS: 12. INSULATION: .� 1. INSULATE ALL FITTINGS, VALVES, STRAINERS, ETC., BY EITHER DIRECT WELDED OR THREADED CONNECTIONS TO VALVES, 0 THROUGH THE NECESSARY AREAS TO REACH ITS ULTIMATE 2. GROUP CONCEALED MECHANICAL EQUIPMENT REQUIRING BE TAKEN AS A MINIMUM AND SHALL NOT BE REDUCED WITHOUT 1. MANUFACTURERS NAME, MODEL NUMBER, SERVICE MANUAL, EQUIPMENT OR OTHER APPARATUS, co INSTALLED LOCATION. THE CONTRACTOR SHALL INCLUDE ALL ACCESS WITH EQUIPMENT FREELY ACCESSIBLE THROUGH APPROVAL FROM THE ENGINEER. AND PARTS LIST. PREFABRICATING OR BY FABRICATING FITTINGS FROM MITERED c. USE NON-CONDUCTING DIELECTRIC CONNECTIONS c' COSTS FOR WORK, MATERIALS, EQUIPMENT, AND SERVICES ACCESS DOORS. F. CERTAIN MOTOR CONTROL DEVICES TO BE FURNISHED UNDER 2. BRIEF DESCRIPTION OF THE EQUIPMENT AND BASIC OPERATING SEGMENTS OF PIPE INSULATION TO AN EQUAL THICKNESS OF WHENEVER JOINING DISSIMILAR METALS IN OPEN SYSTEMS. i. REQUIRED TO RECEIVE, STORE, LIFT, HANDLE, MOVE, SET, PLACE, L. SPARE PARTS: THE CONTRACTOR SHALL SUBMIT SPARE PARTS DIVISION 23 ARE SHOWN ON THE ELECTRICAL DRAWINGS AND SHALL FUNCTIONS. ADJOINING PIPE INSULATION. cry AND INSTALL THE MECHANICAL EQUIPMENT IN ITS FINAL LOCATION. DATA FOR EACH DIFFERENT ITEM OF EQUIPMENT SPECIFIED, AFTER BE INSTALLED IN ACCORDANCE WITH AND UNDER THE 3. COPY OF APPROVED SHOP DRAWING SUBMITTALS; EQUIPMENT, 13. ALL PIPING, VALVES, SPECIALTIES, EQUIPMENT, ETC. FOR 12.CLOSE OPEN ENDS OF PIPES DURING CONSTRUCTION TO 0 1.03 PERMITS, FEES, CODES, ORDINANCES AND REGULATIONS APPROVAL OF THE SHOP DRAWING SUBMITTALS, AND NOT LATER REQUIREMENTS OF DIVISION 26, ELECTRICAL. THE CONTRACTOR MATERIALS AND DRAWINGS. HYDRONIC SYSTEMS SHALL BE CAPABLE OF OPERATING AT EXISTING PREVENT ENTRY OF DEBRIS. B. HANGERS, SUPPORTS AND GUIDES: A. OBTAIN AND PAY FOR ALL PERMITS, INSPECTIONS AND CONNECTION THAN ONE MONTH BEFORE PROJECT COMPLETION. THE DATA SHALL SHALL CAREFULLY REVIEW THE ELECTRICAL DRAWINGS AND 4. DESCRIPTION OF FUNCTION, NORMAL OPERATING SYSTEM PRESSURE, 1, ASSURE ADEQUATE SUPPORT FOR PIPE AND CONTENTS, l� FEES REQUIRED BY GOVERNING BODIES IN CONNECTION WITH THE INCLUDE A COMPLETE LIST OF PARTS AND SUPPLIES, WITH SPECIFICATIONS TO DETERMINE THE COMPLETE EXTENT AND CHARACTERISTICS AND LIMITATIONS, PERFORMANCE CURVES, 2.06 FITTINGS: 2. PREVENT VIBRATION OR SWAYING. Lu WORK. DELIVER CERTIFICATES OF INSPECTION TO THE ENGINEER CURRENT UNIT PRICES AND SOURCES OF SUPPLY, A RESPONSIBILITY FOR THIS WORK; INCLUDING PROVISION OF ENGINEERING DATA (SPECIFIED CAPACITIES, I.E., SUBMITTAL A. FOR STEEL PIPE: 3. PROVIDE FOR EXPANSION AND CONTRACTION. 0_ OR THE OWNER'S AGENT BEFORE FINAL PAYMENT. RECOMMENDED SPARE PARTS LIST FOR ONE (1) YEAR OF MATERIALS, EQUIPMENT, AND INSTALLATION LABOR, AS NECESSARY DATA) AND TESTS (INCLUDING ASME VESSEL TEST REPORTS), 1. TO 2 IN.: 4, SUPPORTS OF WIRE, ROPE, WOOD, CHAIN, STRAP PERFORATED o B. ALL WORK SHALL COMPLY WITH GOVERNING CODES, ORDINANCES OPERATION, AND A LIST OF THE PARTS RECOMMENDED BY THE TO PROVIDE A COMPLETE AND WORKABLE FACILITY. AND COMPLETE NOMENCLATURE AND COMMERCIAL NUMBERS a. CAST IRON THREADED FITTINGS SHALL BE IN ACCORDANCE AND REGULATIONS OF CITY, COUNTY AND STATE HAVING MANUFACTURER TO BE REPLACED ON A ROUTINE BASIS. G. CERTAIN LOW VOLTAGE (120 VAC) ELECTRICAL CIRCUITS HAVE BEEN OF REPLACEMENT PARTS. WITH ANSI B 16.4. BAR ANY OTHER MAKESHIFT DEVICE WILL NOT BE PERMITTTED. 12 JURISDICTION. 1.05 DELIVERY, STORAGE, AND HANDLING PROVIDED TO POWER AND OPERATE AUTOMATIC CONTROL 5. MANUFACTURER'S PRINTED OPERATING PROCEDURES TO b. CAST IRON DRAINAGE FITTINGS SHALL BE IN ACCORDANCE 5. SUPPORT PIPING INDEPENDENTLY SO THAT EQUIPMENT IS NOT LU C. OTHER THAN THE SIGNED AND SEALED CONTRACT DOCUMENTS, A. DELIVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH SYSTEMS PROVIDED FOR MECHANICAL EQUIPMENT AND SYSTEMS. INCLUDE START-UP, BREAK-IN, AND ROUTINE AND NORMAL WITH ANSI B 16.12. STRESSED BY PIPING WEIGHT OR EXPANSION, co THE CONTRACTOR IS RESPONSIBLE FOR ANY PROFESSIONAL NAMES, EQUIPMENT NUMBERS, MANUFACTURERS, MODEL DIVISION 23 SHALL BE RESPONSIBLE TO PROVIDE ALL MATERIALS, OPERATING INSTRUCTIONS; REGULATION, CONTROL, STOPPING, c. GALVANIZED FITTINGS FOR GALVANIZED PIPING. 6. REFER TO VIBRATION ISOLATION SECTION FOR HANGERS, a ENGINEER'S SIGNATURE AND SEAL REQUIRED BY AUTHORITIES NUMBERS, TYPES, GRADES, COMPLIANCE LABELS, AND OTHER EQUIPMENT, AND LABOR, AS NECESSARY TO EXTEND THIS CONTROL SHUTDOWN, AND EMERGENCY INSTRUCTIONS; AND SUMMER 2. MECHANICAL COUPLINGS AND FITTINGS: CONTRACTOR, AT HIS GUIDES, ANCHORS AND SUPPORTS REQUIRING VIBRATION HAVING JURISDICTION (AHJ). INFORMATION NEEDED FOR IDENTIFICATION. POWER TO ALL AUTOMATIC CONTROLS DEVICES AS REQUIRED TO AND WINTER OPERATING INSTRUCTIONS. OPTION, MAY PROVIDE MECHANICAL COUPLINGS AND FITTINGS ISOLATION UNITS. CD D. APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE 1. HVAC TERMINAL UNITS SHALL BE SHIPPED AS A SINGLE PACKAGE PROVIDE A COMPLETE AND WORKABLE AUTOMATIC CONTROLS 6. MANUFACTURER'S LIST OF RENEWAL PARTS FOR EACH ITEM, IN LIEU OF WELDED FITTINGS AND JOINTS FOR WATER SERVICES `' ONLY, AND SHALL BE STORED AND HANDLED IN ACCORDANCE SYSTEM. THIS WORK SHALL ALSO INCLUDE THE PROVISION AND INCLUDING RECOMMENDED STOCK ITEMS AND RECOMMENDED NOT EXCEEDING 230°F. 7. UNCOATED HANGERS RODS AND SUPPORTS: DIP IN ZINC FOLLOWING: CHROMATE PRIMER BEFORE INSTALLATION. N t CURRENT STATE OF OREGON MECHANICAL CODE, WITH LATEST WITH THE MANUFACTURER'S RECOMMENDATIONS, INSTALLATION OF ALL CONTROL POWER TRANSFORMERS AS MIGHT QUANTITIES. INDICATE WHERE SPARE PARTS CAN BE ORDERED. a. MECHANICAL COUPLINGS SHALL BE MALLEABLE IRON IN g, MAXIMUM SPACING FOR HORIZONTAL PIPING: LI', AMENDMENTS. 2. ALL EQUIPMENT SHALL BE SHIPPED IN SECTIONS TO PERMIT BE REQUIRED TO TRANSFORM THE CONTROL POWER TO THE 7. CONTROL AND ELECTRICAL INTERLOCK DIAGRAMS, SEQUENCES ACCORDANCE WITH FEDERAL SPECIFICATION QQ-I-666C, Project n- No: ZHK35000 lel 2. CURRENT STATE OF OREGON BUILDING CODE, WITH LATEST PASSAGE THROUGH AVAILABLE SPACES. ELECTRICAL CHARACTERISTICS AS REQUIRED BY THE OF OPERATIONS. GRADE II FOR FOLLOWING WORKING PRESSURES: AMENDMENTS. B. NOTIFY THE OWNER'S AGENT AND THE ENGINEER IN WRITING INSTRUMENTATION AND CONTROLS DEVICES ACTUALLY INSTALLED. 8. MAINTENANCE PROCEDURES FOR ROUTINE PREVENTATIVE UP TO 6-IN. IPS:1,000 PSIG TYPE OF PIPE SIZE MAXIMUM SPACING Sheet Title 3. CURRENT STATE OF OREGON PLUMBING CODE WITH LATEST WITHIN FIVE (5) DAYS OF AWARD OF CONTRACT, OF THE PROPOSED MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH MAINTENANCE AND TROUBLESHOOTING; DISASSEMBLY, REPAIR, 1) GASKETS SHALL BE SYNTHETIC RUBBER IN STEEL 1% IN. AND SMALLER 7 FT. AMENDMENTS. DELIVERY SCHEDULE OF ANY EQUIPMENT OR MATERIALS THAT MAY DIVISION 26, ELECTRICAL REQUIREMENTS. AND REASSEMBLY; ALIGNING AND ADJUSTING INSTRUCTIONS. ACCORDANCE WITH ASTM D-735, GRADE R 615 BZ. SPECIFICATIONS Q 4. CURRENT STATE OF OREGON ENERGY CODE WITH LATEST PREVENT THE INSTALLATION FROM BEING COMPLETED BY THE H. SPECIFICATIONS ARE OF SIMPLIFIED FORM AND INCLUDE 9. SERVICING INSTRUCTIONS AND LUBRICATION CHARTS AND 2) BOLTS SHALL BE OVAL NECK TRACK TYPE IN STEEL 2 IN. AND LARGER 10 FT. AMENDMENTS. PROJECT COMPLETION DATE. INCOMPLETE SENTENCES. WORDS OR PHRASES SUCH AS "THE SCHEDULES. ACCORDANCE WITH ASTM A 183. BRASS OR COPPER 3/4 IN. AND SMALLER 5 FT. REFERENCE ONLY 5. CURRENT VILLAGE OR CITY OF TIGARD, OREGON CODE WITH C. STORED ITEMS SHALL BE PROTECTED FROM THE WEATHER, CONTRACTOR SHALL", "SHALL BE", "FURNISH", "PROVIDE", "A", "AN", 10.EXTENDED WARRANTIES FOR EQUIPMENT. B. FOR COPPER TUBING: BRASS OR COPPER 1 TO 11/4 IN. 6 FT. NOT APPROVED WITH THIS PERMIT LATEST AMENDMENTS. HUMIDITY, AND TEMPERATURE VARIATIONS, DIRT AND DUST, OR "THE", AND "ALL", HAVE BEEN OMITTED FOR BREVITY. B. O&M MANUALS SHALL BE USED AS THE BASIS OF TRAINING OWNER'S 1. SOLDER JOINT SHALL BE WROUGHT COPPER IN ACCORDANCE BRASS OR COPPER 1'/2 TO 3 IN. 7 FT. 6. CURRENT NEPA STANDARD 70 - NATIONAL ELECTRICAL CODE. OTHER CONTAMINANTS. PROPER PROTECTION AND CARE OF ALL I. DEFINITIONS: OPERATIONS PERSONNEL AND SHALL BE ON SITE FOR USE DURING WITH ANSI B16.22 OR BRONZE CASTINGS IN ACCORDANCE WITH Original drawing is 42 x 30. Do not scale contents of this drawing. 0 7. ASHRAE STANDARD 90.1 - ENERGY STANDARD FOR BUILDINGS MATERIAL BEFORE AND DURING INSTALLATION SHALL BE THE 1. "FURNISH" OR "PROVIDE": TO SUPPLY, INSTALL AND MAKE THE FINAL INSPECTION. O&M MANUALS SHALL BE REVIEWED AND ANSI B16.23. BRASS OR COPPER 4 IN. AND LARGER 10 FT. Sheet Number iz 8. ASHRAE STANDARD 62 - VENTILATION FOR ACCEPTABLE INDOOR CONTRACTOR'S RESPONSIBILITY. ANY MATERIALS FOUND TO BE CONNECTIONS COMPLETE AND READY FOR SAFE AND APPROVED BY THE ENGINEER FOR CONTENT AND COMPLETENESS a. SOLDER SHALL BE 95-5 IN ACCORDANCE WITH ASTM B 32. AIR QUALITY. DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. BENEFICIAL USE. BEFORE FINAL PAYMENT. THE ENGINEER SHALL RETAIN ONE COPY C. FOR LIGHTWEIGHT COPPER PIPE: M002 9. SPACING NOTES: 0 0_ 9.1.NOTE 1. ADDITIONAL SUPPORTS AT : b. BOTTOM STEEL PLATES FOR BOLTING TO SUB-BASE AS 9. SUPPORT FLEXIBLE DUCT PER SMACNA STANDARDS. OF 0.25, MINIMUM. VALVES, REFRIGERANT CHARGE VALVES, COMBINATION SIGHT FURNISHED WITH THE AC UNIT AND TO PROVIDE ALL 9.1.1. CHANGES IN DIRECTION. REQUIRED. F. FIRE DAMPERS SHALL BE DESIGNED AND CONSTRUCTED IN b. FOR PIPING, MOLDED FIBERGLASS, MAXIMUM 0.23 K-FACTOR GLASS AND MOISTURE INDICATOR, COMBINATION FILTER AND ADDITIONAL THERMOSTATS, DRY CONTACTS, RELAY 9.1.2. BRANCH PIPING AND RUNOUTS OVER 5 FT. c. UNIT TYPE DESIGN MOLDED IN BLACK OIL-RESISTANT ACCORDANCE WITH NFPA STANDARD 90A AND UL STANDARD 555 AT 75 DEGREES MEAN TEMPERATURE, MINIMUM 4 POUND DRIER, AND REFRIGERANT EMERGENCY SWITCH. SENSORS, INTERLOCKS, CONTROL AND POWER WIRING 9.1.3. CONCENTRATED LOADS DUE TO VALVES, NEOPRENE. AND SHALL BE SO LABELED WITH A PERMANENT IDENTIFICATION. DENSITY. SIMILAR TO OWENS CORNING FIBERGLASS MODEL K. UNIT SHALL ALSO INCLUDE THE FOLLOWING FEATURES: BETWEEN COMPONENTS, POWER AND CONTROL WIRING STRAINERS AND OTHER SIMILAR ITEMS. d. NEOPRENE COMPOUND TO MEET FOLLOWING: FIRE RATING AS REQUIRED. FIRE DAMPER SHALL BE OUT-OF-AIR 620 ASJ. 1. MICRO-PROCESSOR CONTROLLER TO MOTORIZED CONTROL VALVES AND REQUIRED 9.1.4. AT VALVES 4 IN. AND LARGER IN HORIZONTAL 1.2.NOT GREATER THAN 50 DUROMETER, STREAM TYPE WITH A FACTORY SUPPLIED SLEEVE. FIRE DAMPER c. FOR ALL REFRIGERANT PIPING, FLEXIBLE ELASTOMERIC, 2. ONE COMMON ALARM TERMINAL. COMPONENTS IN ORDER TO SATISFY OPERATING PIPING. 1.3.MINIMUM TENSILE STRENGTH 2000 PSI. SHALL BE SIMILAR TO RUSKIN MODEL IBD 20 STYLE B. MAXIMUM 0.27 K-FACTOR AT 75 DEGREES MEAN 3. TWO REMOTE SHUTDOWN TERMINALS. CONDITIONS AS NOTED. 9.1.5. SUPPORT PIPING ON EACH SIDE OF VALVE. 1.4.MINIMUM ELONGATION 300%. G. ACCESS DOORS: TEMPERATURE, SIMILAR TO ARMACELL AP ARMAFLEX. 4. UNIT MOUNTED DISCONNECT SWITCH. 2. SAFETY DEVICES SHALL BE PROVIDED FOR ALL SYSTEMS 9.2.NOTE 2: VERTICAL PIPING: 1.5.MAXIMUM COMPRESSION SET OF 25% OF ORIGINAL 1. FURNISH ACCESS DOOR OF SUFFICIENT SIZE AS REQUIRED, FOR OUTDOOR INSULATION TO BE PAINTED WITH TWO COATS OF 5. REFRIGERANT LINE SWEAT ADAPTER KIT FOR CONNECTION TO INCLUDING BUT NOT LIMITED TO THE FOLLOWING: =A ':FP 9.2.1. BASE ELBOW SUPPORT WITH BEARING PLATE ON DEFLECTION. ACCESS, INSPECTION, MAINTENANCE, AND REPLACEMENT TO ARMAFLEX WB FINISH. SEE ADDITION NOTES ON DETAIL. FIELD INSTALLED REFRIGERANT PIPING. 2.1.HAND-OFF-AUTOMATIC SWITCH FOR ALL NEW AND STRUCTURAL SUPPORT. e. SIMILAR TO MASON TYPE ND. ALL INSTRUMENTS, CONTROLS AND EQUIPMENT. d. FOR VALVES, FLANGES AND FITTINGS, MOLDED FIBERGLASS 6. INTERLOCKS AND CONTROL WIRING FOR OUTDOOR AIR COOLED EXISTING FANS, PUMPS AND AC UNITS. 9.2.2. INTERMEDIATE STEEL RISER CLAMP SUPPORT 2.11 ADJUSTMENT AND CLEANING 2. INSULATED OR UNINSULATED, SAME AS DUCT. FITTING, MAXIMUM 0.23 K-FACTOR AT 75 DEGREES MEAN CONDENSER. r 2.2,LEAK DETECTOR IN STAINLESS STEEL DRIP PAN UNDER BOLTED AND WELDED TO PIPE BEARING ON A. CLEANING: 3. PROVIDE MINIMUM 20 INCHES BY 14 INCHES, EXCEPT DUCTS LESS TEMPERATURE, MINIMUM 4 POUND DENSITY. SIMILAR TO L. WARRANTIES: ONE YEAR FOR COMPRESSORS AND ONE YEAR ON L. a STRUCTURAL STEEL OR BEARING PLATE AT FLOOR. 1. DURING CONSTRUCTION, PREVENT ENTRY OF FOREIGN MATTER, THAN 16 INCHES; ONE DIMENSION 20 INCHES AND OTHER EPOLUX HAMFAB MOLDED FITTINGS. TOTAL SYSTEM. AC UNITS AND PUMPS. 9.3.NOTE 3: PARALLEL PIPING ON TRAPEZES: CLEAN PIPE, FITTINGS AND VALVES INTERNALLY. FLUSH PIPING DIMENSION 2 INCHES LESS THAN DUCT WIDTH. e. THICKNESS: M. REFER TO SCHEDULE FOR DESIGN BASIS AND PERFORMANCE 2.2.1. SIMILAR TO LIEBERT LT410 LEAK DETECTOR. 9.3.1. MAXIMUM SPACING TO BE THAT OF PIPE REQUIRING SYSTEM WITH CLEAR WATER PRIOR TO CONNECTION TO COILS, a. UNLESS OTHERWISE NOTED, ALL ACCESS DOORS TO BE 3.1.INDOOR AND OUTDOOR PIPING UP TO 2 INCH IPS: 1 INCH. REQUIREMENTS.. 2.2.2. PROVIDE LEAK MONITORING SYSTEM WITH PROHIBITED ON COMMON TRAPEZE. CONTROL VALVES, AND EQUIPMENT. INSTALL TEMPORARY HINGED TYPE, WITH LATCH SIMILAR TO VENTLOCK NO. 100. e. INSTALLATION: N. CONTRACTOR TO PROVIDE SHOP DRAWING SHOWING ENTIRE RUN 115/24VAC TRANSFORMER AND AUDIBLE AND VISUAL Project 10.PROVIDE TYPE FOR HORIZONTAL PIPING, EXCEPT AS NOTED: BY-PASS PIPING AROUND COILS, CONTROL VALVES AND 2.14 AIR OUTLETS AND INLETS: REFER TO THE DRAWINGS AND SCHEDULE 3.1.BEFORE APPLYING INSULATION, ALL PRESSURE AND OF REFRIGERANT PIPING INCLUDING ALL ELBOWS, TRAPS, ALARMS. COORDINATE LOCATION WITH OWNER. a. PROVIDE FORGED STEEL ADJUSTABLE CLEVIS TYPE, ROD EQUIPMENT WHERE PIPING SYSTEM IS NOT FLUSHED PRIOR TO FOR AIR DEVICE TYPES AND DESIGN BASIS MANUFACTURER. SUBMIT LEAK TESTS SHALL BE COMPLETED AND APPROVED. ACCESSORIES AND SHOWING ELEVATIONS. EQUIPMENT 3. SPACE ABOVE CEILING IS DUCTED RETURN. FARM ERS H I LLSBORO SUPPORT FOR ALL SERVICES EXCEPT SERVICES OPERATING CONNECTION. DEVICES BY ALTERNATE MANUFACTURERS FOR APPROVAL. 3.2.ALL INSULATION SHALL BE FIRMLY BUTTED TOGETHER. MANUFACTURER SHALL SIZE REFRIGERANT LINES BASED ON SHOP 4. SEQUENCE OF OPERATION SHALL BE IN ACCORDANCE WITH, BUT OFFICE RELOCATION ABOVE 250°F. 2. AFTER ERECTION, FLUSH WITH CLEAR WATER AND SEAL ENDS A. ALL DIFFUSERS, GRILLES, AND REGISTERS SHALL BE OF THE TYPE PROVIDE 2 INCH LAP STRIPS AT ALL SEAMS, SECURED DRAWINGS. NOT LIMITED TO THE FOLLOWING: b. FOR PIPE AND COVERING, PROVIDE SADDLES FOR ROLLERS AFTER CLEANING. AND CAPACITY AS INDICATED ON THE DRAWINGS, FABRICATED OF WITH ADHESIVE, USE VAPOR BARRIER TAPE AND 2,22 OUTDOOR AIR COOLED CONDENSER 4.1.EXHAUST FANS: Prepared For OR SLIDE BASES AND PROTECTIVE SHIELDS OR SADDLES FOR B. BALANCING AND ADJUSTING WATER SYSTEMS: STEEL AND/OR EXTRUDED ALUMINUM CONSTRUCTION WITH BAKED VAPORSEAL ADHESIVE WHERE REQUIRED. A. CONDENSER SHALL BE OF DIRECT-DRIVE, PROPELLER FAN DESIGN. 4.1.1. RESTROOM EXHAUST FAN SHALL RUN WITH BASE FARMERS INSURANCE ALL OTHER TYPE SUPPORTS. 1. BALANCE AND ADJUST WATER SYSTEMS TO PROVIDE REQUIRED ENAMEL FINISH. COLOR TO BE COORDINATED WITH ARCHITECT. 3.3.ALL INSULATION AND VAPOR BARRIERS SHALL BE B. CABINET: CASING SHALL BE CONSTRUCTED OF ALUMINUM SHEET. BUILDING TOILET EXHAUST FAN THROUGH c. PROVIDE THREADED STEEL RODS: QUANTITY TO OR THROUGH EACH COMPONENT. DIFFUSERS TO HAVE NO VISIBLE SCREW HEADS OR CONNECTORS. CONTINUOUS, PASSING THROUGH SLEEVES, HANGERS, STRUCTURAL MEMBERS SHALL BE OF GALVANIZED STEEL FOR INTERLOCK AND SHALL BE STARTED AND STOPPED TIGARD, OR 2. MAKE ADJUSTMENTS REQUIRED TO BALANCE SYSTEMS. ADJUST RETURN AIR GRILLES AND EXHAUST REGISTERS SIMILAR TO ETC. OR OTHER OPENINGS. PROVIDE SADDLES OR STRENGTH. AT SAFETY DISCONNECT SWITCH. PIPE, [PS ROD BALANCING VALVES AND COCKS TO SATISFACTION OF SUPPLY. SHIELDS FOR PROTECTION. C. FAN: FAN SHALL BE PROPELLER TYPE CONSTRUCTED OF ALUMINUM. Contract No: 16.24752.00 4.2.COMPUTER ROOM AIR HANDLING UNIT: TO 2 IN. 3/8 IN. ARCHITECTS AND/OR ENGINEER. B. OUTLETS SHALL BE SUPPLIED FOR THE REQUIRED AIR FLOW 3.4.INSULATION FOR STRAINERS OR OTHER FITTINGS OR FAN SHALL BE STATICALLY AND DYNAMICALLY BALANCED. FAN 2.12 FIELD QUALITY CONTROL: CAPACITY AND SHALL BE ADJUSTED TO PROVIDE NO DRAFTS OR ACCESSORIES REQUIRING SERVICING OR INSPECTION SHALL COVER THE ENTIRE COIL FACE AREA. FAN GUARD SHALL BE 4.2.1. SUPPLEMENTAL AC UNIT SHALL BE CONTROLLED 21/21N. AND 3 IN. 1/2 IN, A. TESTS: EXCESSIVE AIR MOVEMENTS. SHALL HAVE INSULATION REMOVABLE AND REPLACEABLE PROVIDED FOR FAN. LOCALLY BY WALL MOUNTED THERMOSTAT 4 IN. 5/8 IN. 1. PROVIDE MATERIALS, EQUIPMENT, LABOR AND POWER AS C. AIR OUTLETS AND FRAME TYPE SUITABLE FOR MOUNTING IN WITHOUT DAMAGE. D. MOTOR: FAN MOTOR SHALL BE EQUIPPED WITH RAIN SLINGERS AND LOCATED WITHIN THE SPACE SERVED. THESE REQUIRED TO PERFORM TESTS PER APPROVED SCHEDULE AND CEILING TYPES INDICATED ON ARCHITECTURAL PLANS. 2.17 ACOUSTICAL LINING PERMANENTLY SEALED BALL BEARINGS. MOTOR SHALL INCLUDE SYSTEMS SHALL BE SUPPLEMENTAL TO THE BASE d. INSTALL PIPE ISOLATORS BETWEEN HANGERS AND: PROJECT REQUIREMENTS. D. ALL REGISTERS AND DIFFUSERS SHALL BE PROVIDED WITH A. ACOUSTICAL LINING SHALL BE 1" THICKNESS 1'/2 lb DENSITY FIBROUS BUILT-1N OVERLOAD PROTECTION AND SHALL BE TOTALLY BUILDING AIR DISTRIBUTION SYSTEM AND OPERATE O a.a. UNINSULATED COPPER TUBING. 2. PIPING SYSTEMS: LESS THAN 100 PSIG OPERATING PRESSURE, OPPOSED BLADE VOLUME DAMPERS. DAMPER SHALL BE GLASS LINER, COATED ON THE AIR SIDE WITH A FIRE RESISTANT ENCAPSULATED, WEATHERPROOF, NEMA TYPE T FRAME. UNIT INDEPENDENTLY FROM THE BASE BUILDING a.b. WHEREVER ANY PIPE REQUIRES SOUND AND VIBRATION TEST HYDROSTATICALLY TO 150 PSIG. OVER 100 PSIG ADJUSTABLE FROM THE FACE OF AIR OUTLETS WITHOUT REMOVAL BLACK NEOPRENE COATING TO WITHSTAND UP TO 4000 FEET PER SHALL BE INSTALLED WITH EXTERNAL GREASE FITTINGS AND SYSTEM. ±'- Pi ISOLATION. OPERATING PRESSURE, TEST HYDROSTATICALLY TO 1%TIMES OF FACE LOUVERS OR PANELS. MINUTE AIR VELOCITY AND MEETING EROSION TEST METHOD WATERTIGHT WIRING CONDUITS. 2.30 IDENTIFICATION: TAGS, CHARTS, PIPE LABELING AND STENCILING 11. ATTACHMENT TO STRUCTURE: OPERATING PRESSURE BUT NEVER EXCEED TEST PRESSURE AS E. PROVIDE BLANK OFF PLATES FOR INACTIVE PORTIONS. DESCRIBED IN UL PUBLICATION NO. 181. LINING SHALL BE INSTALLED E. COIL: COIL SHALL BE COPPER TUBING WITH ALUMINUM FINS. COIL 1. TAGS: 1. STEEL BEAM ANCHORS: PER ASME 616.1 BASIS. F. SQUARE AND RECTANGULAR CEILING DIFFUSERS: WITH IN STRICT ACCORDANCE WITH MANUFACTURERS SHALL BE TESTED AT 300 PSIG; DEHYDRATED, EVACUATED AND 1.1.MINIMUM 2 INCH DIAMETER a. APPROVED BEAM OR CHANNEL CLAMPS. 3. REPAIR OR REPLACE LEAKS AND DEFECTS AS DIRECTED DIRECTIONAL PATTERN TYPE REMOVABLE CORE. PROVIDE AIR RECOMMENDATIONS. LINING SHALL BE EQUAL TO MANVILLE SEALED. 1.2.NO. 18 GAGE ALUMINUM WITH STAMPED NUMBERS AND b. DO NOT CUT OR WELD TO STRUCTURAL STEEL WITHOUT WITHOUT ADDITIONAL COST. DISCHARGE IN ONE TO FOUR DIRECTIONS, AS NOTED. LINACOUSTIC. FLAME SPREAD SHALL BE A MAXIMUM OF 25 AND F. UNIT MOUNTED DISCONNECT SWITCH. LETTERS FILLED IN WITH BLACK PAINT. Hellmutb, Obata + Kassabaum, Inc. WRITTEN APPROVAL OF OWNER. 2.13 DUCTWORK G. REGISTERS AND GRILLES: FUEL CONTRIBUTED AND SMOKE DEVELOPED SHALL BE A MAXIMUM G. LOW AMBIENT THERMOSTATS ON FANS. 9530 Jefferson Boulevard 1.3.IDENTIFYING NUMBER AND SYSTEM LETTER. c. OTHER METHODS AS DETAILED ON DRAWINGS. A. GENERAL: PROVIDE ALL MATERIALS, INSTALLATION, FIRE 1. RETURN AND EXHAUST REGISTERS: WITH VOLUME DAMPER. OF 30. THE DYNAMIC LOSS COEFFICIENT SHALL BE A MAXIMUM OF H. UNIT SHALL BE MOUNTED ON DUNNAGE WITH VIBRATION ISOLATION. Culver City, CA 90232 USA 2. SUPPORT SPREADERS: CONTAINMENT INSULATION, DUCTS, DAMPERS, ACCESS DOORS, 2. SUPPLY REGISTERS: 3/4" SPACING, 45° DEFLECTION WITH 1.2. THE K FACTOR SHALL BE A MAXIMUM OF 0.25 2.23 ROOFTOP AIR HANDLING UNIT 1.4.FASTENED BY HEAVY ALUMINUM HOOK OR CHAIN. t +1 310 838 9555 f +1 310 838 9586 a. INSTALL SPREADERS SPANNING BETWEEN STRUCTURAL JOINTS, HANGERS, SUPPORTS, STIFFENERS, SMOKE DAMPERS, FIRE OPPOSED BLADE DAMPER. BTU/HR/DEG.F/INCH. THE NOISE REDUCTION COEFICIENT FOR ONE A. FRAME: HEAVY GAUGE WELDED GALVANIZED TUBULAR STEEL. 1.5.DIFFERENT PATTERN THAN THOSE USED FOR PLUMBING MEMBERS WHEN HANGERS FALL BETWEEN THEM, AND DAMPERS, AND FIRE RETARDING MATERIALS, IN ACCORDANCE WITH 3. GRILLES AND TRANSFER GRILLES: SAME AS REGISTERS BUT INCH THICK SHALL BE A MINIMUM OF 0.70. UNLESS OTHERWISE B. CABINET: INSULATED REMOVABLE HEAVY GAUGE GALVANIZED AND SPRINKLER WORK. All reproduction&intellectual property rights reserved 2015 HANGER LOAD IS TOO GREAT FOR SLAB OR DECK THE REQUIREMENTS OF SMACNA- "HVAC DUCT CONSTRUCTION WITHOUT VOLUME DAMPER NOTED, ALL ROOM NC LEVELS SHALL BE 35 OR LESS. STEEL PANELS. COMPLETELY WEATHERPROOF. 1.6.PROVIDE ON VALVES AND CONTROLS. in Association with ATTACHMENT. STANDARDS", LATEST EDITION, (REFERED TO HEREIN AS THE "DUCT H. NC LEVEL SHALL BE LESS THAN 35. B. ALL DUCT DIMENSIONS INDICATED ON PLANS ARE INSIDE CLEAR C. COMPRESSOR: SCROLL TYPE MOUNTED ON VIBRATION ISOLATORS. 1.7.LABELING PER OWNER'S REQUIREMENTS. b. SPREADERS MAY BE ONE OF METHODS LISTED BELOW, OR MANUAL") AND ALL AUTHORITIES HAVING JURISDICTION (AHJ). ALL I. NOISE LEVELS PRODUCED BY AIR DEVICES SHALL COMPLY WITH DIMENSIONS. PROVIDE SUCTION STRAINER, OIL SIGHT GLASS, HIGH PRESSURE 2. CHARTS: COMBINATION OF BOTH AS REQUIRED: SHEET METAL WORK SHALL HAVE A PRESSURE CLASSIFICATION AS THE LATEST ARI STANDARD 885, AND ALL OF THE ACOUSTICAL C. FASTENERS SHALL BE WELDED PIN TYPE- MECHANICAL AND GLUED SAFETY SWITCH, MOTOR OVERLOAD PROTECTION. 2.1.SCHEMATIC FLOW DIAGRAMS FOR EACH PIPING SYSTEM 2.1,FABRICATED FROM STRUCTURAL CHANNEL: FOLLOWS: REQUIREMENTS AS SPECIFIED, HEREIN. THE AIR DEVICE TYPE ARE NOT ACCEPTABLE. D. FAN: BELT-DRIVE CENTRIFUGAL TYPE WITH MOTOR, AND INDICATING: el_ 2.1.1. END FITTINGS BOLTED OR WELDED. 1. SUPPLY DUCTS (MEDIUM PRESSURE) - 3 INCHES WATER GAUGE. MANUFACTURER SHALL PROVIDE PUBLISHED AND CATALOGUED D. PROVIDE SOUNDLINING FOR THE FOLLOWING DUCTWORK: SELF-LUBRICATING BEARINGS, WITH INTERNAL MOTOR OVERLOAD O 2,1,1, LOCATION AND FUNCTION OF EACH TAGGED VALVE. 2.2.SECURE TO STRUCTURAL MEMBERS: 2. SUPPLY DUCT (LOW PRESSURE) - 2 INCHES WATER GAUGE. ACOUSTICAL PERFORMANCE DATA BY TESTING A REPRESENTATIVE 1. AIR CONDITIONING SUPPLY AND RETURN DUCTWORK FOR A PROTECTION AND HIGH POWER FACTOR. 2.1.2. SUBMIT FOR REVIEWHENNESSY . 2.2.1. AS REQUIRED BY CONSTRUCTION. 3. RETURN DUCT- 2 1NCHES WATER GAUGE. SAMPLE OF EACH TYPE OF AIR DEVICE 1N ACCORDANCE WITH ARI MINIMUM DISTANCE OF 15 FEET FROM ALL AIR CONDITIONING E. EVAPORATOR AND CONDENSER COILS: DX, COPPER TUBING, GROUP 2.2.2. AS APPROVED BY STRUCTURAL ENGINEER. 4. EXHAUST DUCT- 2 INCHES WATER GAUGE. STANDARD 890-2001. UNITS UNLESS OTHERWISE SHOWN ON DRAWING. ALUMINUM FIN TYPE WITH STAINLESS STEEL CONDENSATE DRAIN 2.2.BOUND IN O&M MANUALS, Amember company cfSHGroup.Inc . 2.3.FORMED CHANNELS WITH FITTINGS, SIMILAR TO 5. PITTSBURG SEAM. J. THE SOUND POWER LEVEL (PWL RE 10-12 WATTS) OF EACH TYPE 2. ALL DUCTS CONNECTED TO EXHAUST FANS. PAN. 3. STENCILING: Syska Hennessy Group, Inc. SUPERSTRUT: B. MATERIALS: COLD ROLLED "COMMERCIAL" QUALITY, HOT-DIPPED AND SIZE OF DIFFUSER SPECIFIED SHALL NOT EXCEED THE VALUES 3. AIR TRANSFER DUCTS AND OTHER DUCTWORK AS NOTED. F. PROVIDE FACTORY SUPPLIED ROOF CURB IN ACCORDANCE WITH 3.1.BY HVAC CONTRACTOR. 330 N.Wabash Ave. 2.3.1. SUBMIT MANUFACTURER'S CALCULATIONS FOR GALVANIZED STEEL IN ACCORDANCE WITH ASTM A653. AS FOLLOWS: 4. PLENUMS FOR LINEAR DIFFUSERS. NRCA GUIDLINES, AND PROVIDE VIBRATION ISOLATION BETWEEN 3.2.MARK PIPING WITH SIZE, PURPOSE AND DIRECTION OF Suite 1505 INSTALLATION 1. DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE 5. DOWNSTREAM OF ALL VARIABLE AIR VOLUME AND FAN POWERED UNIT AND ROOF. Chicago, IL 60611 FLOW WITH CORRECT. Tel:312.588.3560 C. CONNECTIONS TO APPARATUS: DIMENSIONS. BOXES FOR A MINIMUM OF 15 FEET. G. FILTER: 1 IN. THROW AWAY TYPE. Fax:312.588.3579 OCTAVE BAND DIFFUSER CFM RANGE 4. PIPE LABELING: ALL LABELS SHALL BE WEATHER-PROOFED WITH www.syska.com 1. FINAL CONNECTIONS TO APPARATUS, EQUIPMENT, AUTOMATIC 2. FITTINGS: SAME GAUGE AND CONSTRUCTION AS DUCTWORK. 2.18 SMOKE DETECTORS H. ECONOMIZER: FULLY MODULATING. CENTER FLOW DIRECTION INDICATOR, LABEL SIZES TO FIT PIPE SIZES. CONTROL VALVES: PROVIDE UNIONS OR FLANGES BETWEEN RADIUS 125 126-180 181-280 281-450 A. THE ELECTRICAL CONTRACTOR SHALL SUPPLY DUCT-MOUNTED I. UNIT SHALL BE FACTORY ASSEMBLED, TESTED, DEHYDRATED AND FREQUENCY, HZ. PROVIDE ON ALL PIPES; ONE EVERY 25 FEET OF STRAIGHT RUN, SHUTOFF VALVE AND CONNECTION: ELBOWS SHALL HAVE A CENTERLINE RADIUS NOT LESS THAN 1.5 . IONIZATION-TYPE SMOKE DETECTORS AND PROVIDE ALL WIRING. CHARGED. AT VALVES AND EACH SIDE OF WALL OR FLOOR PENETRATED. a. SCREWED PIPING TO 2 IN.: UNIONS. TIMES THE DUCT WIDTH. SQUARE ELBOWS SHALL BE FITTED 125 46 48 50 51 B, THIS CONTRACTOR SHALL INSTALL THE SMOKE DETECTOR IN THE J. REFRIGERATION CIRCUITS: PROVIDE THERMOSTAT EXPANSION SIMILAR TO SETON OR APPROVED EQUAL. Key Plan D. EXPANSION: INSTALL PIPING TO PERMIT FREE EXPANSION AND WITH TURNING VANES. 250 39 41 43 44 DUCT AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOT VALVE, HOT GAS DISCHARGE MUFFLERS, ELECTRICAL SOLENOID 2.30 IDENTIFICATION OF EQUIPMENT AND CONTROLS CONTRACTION WITHOUT DAMAGING PIPING OR CONSTRUCTION. 3. DUCT SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE INSTALL A SMOKE DETECTOR IN A LOCATION WHERE ITS OPERATING VALVES, REFRIGERANT CHARGE VALVES, COMBINATION SIGHT 500 33 35 35 38 1. ALL EQUIPMENT SHALL BE STENCILED OR LABELED WITH 1. PROVIDE OFFSETS, EXPANSION LOOPS, ANCHORS, GUIDES AND SMACNA DUCT MANUAL. RANGE (TYPICALLY 32-100°F)F) WILL BE EXCEEDED. GLASS AND MOISTURE INDICATOR, COMBINATION FILTER AND LAMACOID PLATES SCREWED THEREON WHICH SHALL INDICATE SUPPORTS TO PERMIT EXPANSION, WITHIN STRESS LIMITS OF 4. TRANSVERSE AND LONGITUDINAL BRACING FOR DUCTWORK 1,000 29 31 33 34 C. THIS CONTRACTOR SHALL ASSIST THE ELECTRICAL CONTRACTOR IN DRIER, AND REFRIGERANT EMERGENCY SWITCH. ANSI CODE FOR PRESSURE PIPING FOR TEMPERATURE RANGE SHALL BE PROVIDED IN ACCORDANCE WITH THE SMACNA DUCT 2,000 26 28 30 31 TESTING THE DUCT-MOUNTED SMOKE DETECTION SYSTEM. K. ELECTRIC HEATER: HEAVY DUTY NICKEL CROMIUM ELEMENTS, SYSTEMS SERVICE. OF 40°F TO MINIMUM OF 20°F ABOVE MAXIMUM SYSTEM MANUAL. 2.19 [NOT USED] MULTIPLE STAGING, INDIVIDUALLY FUSED. 2. AN IDENTIFICATION LABEL SHALL BE PROVIDED FOR THE TEMPERATURE. C. DAMPERS: DAMPERS SHALL BE COMMERCIAL PRODUCTS OF A 4,000 24 26 28 29 2.20 MOTOR CONTROLLERS 2.24 TERMINAL AIR UNITS FOLLOWING TYPES OF EQUIPMENT: 2. WHERE PIPE LOOPS OR CHANGES IN DIRECTION OF PIPING MANUFACTURER REGULARLY INVOLVED IN THE MANUFACTURE OF 8,000 23 25 27 28 A. PROVIDED BY HVAC CONTRACTOR AND INSTALLED AND WIRED BY 1. SINGLE DUCT WITH PRESSURE INDEPENDENT CONTROL. 2.1.COMPUTER ROOM AIR HANDLING UNIT. CANNOT BE EMPLOYED TO ABSORB EXPANSION AND AIR DISTRIBUTION DEVICES. DAMPERS SHALL BE FABRICATED OF ELECTRICAL CONTRACTOR. VELOCITY SENSORS SHALL BE AVERAGING OF CROSS FLOW 2.2.EXHAUST FAN. CONTRACTION, PROVIDE EXPANSION JOINTS. INSTALL ANCHORS HEAVY GAUGE GALVANIZED STEEL OR ALUMINUM AND SHALL MEET B. NEMA ENCLOSURE: WEATHERPROOF WHERE MOUNTED EXPOSED TYPE VELOCITY SENSOR. 2.3.VVT UNITS. AND GUIDES ON BOTH SIDES OF EXPANSION JOINT IN THE REQUIREMENTS OF THE SMACNA DUCT MANUAL. FURNISH ALL 2.15 SUPPORTS AND ANCHORS TO WEATHER. 2. SIMILAR TO CARRIER VVT UNITS, WITH 20 USSG GALVANIZED 2.4.VALVES. ACCORDANCE WITH MANUFACTURER'S SPECIFICATION, TO DAMPERS NECESSARY FOR THE PROPER CONTROL AND BALANCING A. GENERAL: SUPPORT HORIZONTAL DUCTS WITH HANGERS OF SIZE C. PROVIDE NEW STARTER FOR ALL REUSED, EXISTING, AND NEW STEEL OR ALUMINUM CASTING, 1" THICK NEOPRENE COATED, PROVIDE SAFE INSTALLATION AND TROUBLE-FREE OPERATION. OF AIR DISTRIBUTION AS FOLLOWS: AND SPACING AS REQUIRED BY THE SMACNA DUCT MANUAL. HVAC EQUIPMENT. NEW STARTERS SHALL MATCH THE EXISTING 1-1/2 LB DENSITY FIBROUS GLASS LINING, VARIABLE AIR VOLUME 2.5.AS REQUESTED BY THE OWNER. Professional Seals IDENTIFICATION LABELS SHALL BE BY SETON, OR EQUIVALENT. fR�4 3. FITTINGS: FOR CHANGES IN PIPE SIZE, UTILIZE BUSHINGS ONLY 1. ALL DUCTS WHICH SPLIT IN TWO OR MORE BRANCHES TO SERVE PROVIDE ADDITIONAL SUPPLEMENTARY STRUCTURAL STEEL AS WITH AUXILIARY CONTACTS. REGULATOR FACTORY PRESET WITH AIR QUANTITIES CLEARLY 3. `� .,/GINE Pl #fi•s 0 • WHERE NOTED AND SPECIALLY PERMITTED AND UTILIZE SUPPLY DIFFUSERS. REQUIRED. D. PROVIDE AUXILIARY DRY CONTACTS IN ALL MOTOR CONTROLLERS INDICATED CALIBRATED DIAL ADJUSTMENT TO PERMIT FIELD 4. THE ARRANGEMENT OF THE INFORMATION, LETTERING SIZES, ,� REDUCERS, EXCEPT AS NOTED, ON HORIZONTAL AND VERTICAL 2. AT EACH SUPPLY BRANCH DUCT, AT THE BRANCH DUCT B. HORIZONTAL DUCT SUPPORTS: FOR FUTURE MONITORING DEVICES. CHANGE OF AIR QUANTITIES. ETC. FOR IDENTIFICATION LABELS SHALL CONFORM TO THE ik. "`` PIPING. CONNECTION. 1. INSTALL HANGERS AT EACH CHANGE IN DIRECTION OF DUCT. E. WITH OVERLOAD PROTECTION, COORDINATE ALL MOTOR 3. REFER TO SCHEDULE. BUILDING STANDARD. „ 2. STRAP HANGERS: CONTROLLER TYPES AND SIZES WITH MOTOR TYPES AND SIZES. 4. A MINIMUM OF FOUR " a. HORIZONTAL WATER SYSTEMS: ECCENTRIC, FLAT ON TOP FOR 3. DAMPERS SHALL BE ACCESSIBLE AND ADJUSTABLE. (4) INLET DIAMETERS OF STRAIGHT 2.31 EQUIPMENT OPERATING AND MAINTENANCE MANUALS DREG ti tib VENTING. 4. ADDITIONALLY, AS INDICATED ON THE PROJECT DRAWINGS. a. EXTEND STRAP AND FASTEN TO DUCT DOWN BOTH SIDES OF F. SMALLER THAN 1/3 HP: PROVIDE MANUAL STARTER EXCEPT USE DUCTWORK SHALL BE PROVIDED UPSTREAM OF EACH VVT UNIT. 1. ON COMPLETION AND ACCEPTANCE OF WORK, THIS %ERS kh~¢ b. VERTICAL PIPING: CONCENTRIC, IF NO MORE THAN TWO PIPE D. TURNING VANES: GALVANIZED STEEL, DOUBLE-THICKNESS TYPE DUCT. MAGNETIC TYPE WHERE AUTOMATICALLY CONTROLLED. 5. COMPLIANCE WITH UL 181 AND NFPA 90. CONTRACTOR SHALL FURNISH WRITTEN INSTRUCTIONS TO THE jai WO SIZES. WITH 2-INCH INSIDE RADIUS FOR ALL SQUARE ELBOWS, UNLESS b. TURN STRAPS UNDER BOTTOM OF DUCT ONE INCH, MINIMUM. 1. MANUAL TYPE: 2-POLE TOGGLE SWITCH WITH OVERLOAD 6. SUITABLE FOR MINIMUM OF 300,000 CYCLES OF OPERATION. OWNER ON THE PROPER OPERATION AND MAINTENANCE (O&M) EXPIRES: f/r7///1 c. ELBOWS: PROVIDE LONG RADIUS ELBOWS, EXCEPT WHERE OTHERWISE NOTED. c. PROVIDE SHEET METAL SCREWS AT 12-INCHES ON CENTER. PROTECTION AND PILOT LIGHT. 7. CASING SHALL BE MINIMUM 0.034-INCH GALVANIZED STEEL. OF ALL EQUIPMENT AND APPARATUS FURNISHED UNDER THIS d. SEAL AROUND SCREW HEADS "AIR TIGHT". No. Description Date SPACE CONDITIONS DO NOT PERMIT, E. FLEXIBLE DUCTWORK: G. 113 HP AND LARGER PROVIDE MAGNETIC STARTER: 8. ELECTRONIC CONTROLLED UNITS: CONTRACT. d. SCREWED JOINTS: CUT PIPE ENDS SQUARE AND CLEAN AND 1. THE FLEXIBLE DUCT FOR CONNECTION OF CEILING AIR 3. ANGLE HANGERS: PROVIDE ANGLE HANGERS FORMED BY 1. COMBINATION UNFUSED DISCONNECT SWITCH AND MAGNETIC 8.1.WALL MOUNTED ELECTRONIC THERMOSTAT WITH1 90%REVIEW June 26 2017 2. THESE INSTRUCTIONS SHALL BE TYPED ON 81/2 BY 11 INCH PAPER 2 BID/PERMIT July 06 2017 THREAD TO CORRECT LENGTH. DIFFUSERS TO SHEET METAL DUCT SHALL BE A FACTORY EXTENDING VERTICAL BRACING ANGLES TO STRUCTURE. STARTER. APPROPRIATE MOUNTING HARDWARE. SIMILAR TO AND BOUND IN THREE-RING BINDERS WITH CLEAR ACETATE 1) TO 11/2-IN PIPE: 1% EXPOSED THREADS WHEN MADE UP FABRICATED ASSEMBLY CONSISTING OF AN INNER SLEEVE, 2.16 INSULATION MATERIALS 2. OVERLOAD PROTECTION IN EACH PHASE LEG WITH RESET BUILDING STANDARD. COVERS. ALSO AN ELECTRONIC COPY ON A DVD SHALL BE TIGHT. INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER A. MATERIALS: INSULATION, JACKETS, FACINGS, ADHESIVES, ENCLOSURE. 8.2. 24-VOLT DAMPER ACTUATOR WITH 120V TRANSFORMER. PROVIDED. THE CONTRACTOR SHALL GIVE THREE HARD AND 2) 2 IN. TO 6 IN.: TWO EXPOSED THREADS. SLEEVE SHALL BE CONSTRUCTED OF AN ELASTOMERIC COATINGS, AND ACCESSORIES SHALL BE UL LISTED AND IN 3. H-O-A SELECTOR SWITCH. 2.25 [NOT USED] TWO DVD COPIES OF THE INSTRUCTIONS TO THE OWNER AND 3) REAM AFTER THREADING: USE JOINT COMPOUND OR COMPOUND REINFORCED WITH WOVEN FIBERGLASS BANDED TO COMPLIANCE WITH NFPA STANDARD 90A FIRE HAZARD RATING: 4. RED, GREEN, AND AMBER PILOT LIGHTS. 2.26 FANS ONE COPY OF BOTH TO THE ENGINEER. TEFLON TAPE THREAD SEALANT ON MALE THREAD A VINYL COATED SPRING STEEL WIRE SUPPORTING HELIX. A "FIRE HAZARD CLASSIFICATION OF BUILDING MATERIALS"; UL 723, 5. SWITCHES: HORSEPOWER-RATED, EXTERNAL PADLOCKING TYPE. A. EXHAUST FANS TO BE CABINET TYPE, SIMILAR TO COOK MODEL GN 3, THE INSTRUCTION BOOKLET SHALL BE ORGANIZED IN SECTIONS ONLY. APPLY GRAPHITE TO THREADS OF DRAIN PLUGS. MINIMUM 1 INCH THICK FIBERGLASS INSULATING BLANKET ASTM E84, NFPA 225. 6. HOLDING COIL: MINIMUM 10 WATT, 120 VOLT. OR AS INDICATED ON SCHEDULE, WITH ACOUSTICALLY INSULATED WITH ONE SECTION PER SYSTEM. THE COVER OF THE E. SLEEVES: PROVIDE FOR PIPING THROUGH WALLS AND PARTITIONS. SHALL ENCASE THE INNER SLEEVE AND BE SHEATHED WITH AN 1. FLAME SPREAD: 25, MAXIMUM. 7. CONTACTS: MAIN LINE AND MINIMUM (2) - NORMALLY OPEN, (2) - HOUSING, TRUE CENTRIFUGAL WHEEL, VIBRATION ISOLATION AND INSTRUCTION BOOKLET SHALL BEAR THE NAME, ADDRESS AND 5. SIZE: FOR BARE PIPE, PROVIDE SLEEVE A MINIMUM % 1N. LARGER OUTER MOISTURE BARRIER OF A REINFORCED METALIZED 2. FUEL CONTRIBUTED: 50, MAXIMUM. NORMALLY CLOSED CLOSED 10-AMP AUXILIARIES, IN ADDITION FLEXIBLE DUCT CONNECTORS FOR IN-LINE SERVICE PHONE NUMBER OF THE PROJECT, ARCHITECT, ENGINEER, co THAN PIPE AND PASS FITTINGS AS REQUIRED. FOR INSULATED MYLAR/NEOPRENE LAMINATE, OR EQUAL. 3. SMOKE DEVELOPED: 50, MAXIMUM. TO CONTACTS REQUIRED. B. EXHAUST FANS TO BE THERMOSTATICALLY CONTROLLED, SEE MECHANICAL CONTRACTOR AND SUBCONTRACTOR'S NAME. PIPE, EXCEPT AS NOTED, PROVIDE FLASHING SLEEVE THE SAME 2. ACOUSTICAL PERFORMANCE OF THE FLEXIBLE DUCT SHALL BE IN B. INSULATION SHALL BE MANUFACTURED BY MANVILLE OR APPROVED 8. CONTROL TRANSFORMER: FOR MOTORS OVER 120 VOLTS, TO AUTOMATIC CONTROLS SECTION. 2.32 ACCESS DOORS co AS FOR BARE PIPE AND PROVIDE PIPE OR SHEET METAL SLEEVE ACCORDANCE WITH AIR DIFFUSION COUNCIL FLEXIBLE AIR EQUAL. STEP DOWN TO CONTROL VOLTAGE FROM 480 VOLTS; OF THE 2.27 [NOT USED] % IN. LARGER THAN COVERING. DUCT TEST FD72R1: PARAGRAPH 3.2.1, SOUND ATTENUATION. C. INSULATION SHALL BE LABELED AS REQUIRED BY CODE. REQUIRED CAPACITY WITH FUSE AND GROUND CONNECTION ON 2.28 ROOM THERMOSTATS 1. PROVIDE EQUIPMENT AND CONCEALED VALVE ACCESS, EXCEPT D. INSULATION SHALL BE APPLIED IN ACCORDANCE WITH VOLTAGE SIDE. A. ROOM THERMOSTATS SHALL BE OF THE MINIATURE TYPE. UNLESS IN REMOVABLE TILE CEILINGS AND APPROVED BY LOCAL CODE, g 6. CAULKING: SEAL OPENINGS BETWEEN SLEEVES AND PIPE OR THE TEST DATA SHALL BE MADE BY AN ACCREDITED WITH ADEQUATE SIZE (MINIMUM 18 INCHES BY 18 INCHES) ui PIPE INSULATION. PROVIDE DEPTH OF CAULKING THE FULL INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 9. FUSES: SIMILAR TO BUSSMAN. OTHERWISE NOTED, ROOM THERMOSTATS SHALL HAVE CONCEALED o LENGTH OF SLEEVE. THE ABOVE TESTING PROCEDURE. E. NOISE CONTROL: 10.RELAYS: TO SUPPLEMENT AUXILIARY CONTACTS IN CONTROLLER. ADJUSTMENTS, PLAIN COVER TO MATCH THE BASE BUILDING ACCESS DOORS FOR INSPECTION AND MAINTENANCE. Q a. MATERIAL FOR FIRE BARRIER: PROVIDE MINERAL WOOL OR 3. THE SOUND ATTENUATION (INSERTION LOSS) OF THE FLEXIBLE a. UNLESS OTHERWISE NOTED, ALL ROOM NC LEVELS SHALL BE MINIMUM 10-WATT COIL. STANDARDS. o EQUIVALENT NONASBESTOS, NONCOMBUSTIBLE MATERIAL. DUCT SHALL MEET OR EXCEED THE VALUES TABULATED 35 OR LESS. H. SIMILAR TO CUTLER-HAMMER OR APPROVED EQUAL. B. DIRECT DIGITAL CONTROLLED (DDC) OR MATCH EXISTING. PART 3 EXECUTION F. ESCUTCHEONS: PROVIDE AT SURFACES WHERE EXPOSED PIPING HEREIN: b. DUCTS LINED AS REQUIRED. 2.21 SELF CONTAINED DX AIR CONDITIONER w 2.29 AUTOMATIC CONTROL SYSTEMS 0_ PENETRATES WALLS, PARTITIONS AND AT FIRE BARRIER CAULKING. F. INSULATE ALL NEW PIPING, DUCTWORK AND EQUIPMENT, EXCEPT A. FRAME: HEAVY GAUGE WELDED GALVANIZED TUBULAR STEEL. 1. GENERAL: 3.01 INSTALLATION 2.10 VIBRATION ISOLATION STRAIGHT DUCT INSERTION LOSS IN DECIBELS AS FOLLOWS: B. CABINET: INSULATED REMOVABLE HEAVY GAUGE GALVANIZED 1.1,AUTOMATIC CONTROL SYSTEMS (ACS) CONTRACTOR 1. NECESSARY SUPPORTS SHALL BE PROVIDED FOR ALL 5' A. GENERAL PER LENGTH OF 10 FEET WITH NO AIRFLOW 1. VENTS, OVERFLOW AND RELIEF PIPING. STEEL PANELS. EQUIPMENT AND APPURTENANCES. `-" 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S FREQUENCY BANK- HERTZ 2. RETURN AIR DUCTS IN CONDITIONED SPACES AND EXHAUST AIR C. COMPRESSOR: VARIABLE SPEED RECIPROCATING COMPRESSOR SHALL FURNISH AND INSTALL INSTRUMENTATION AND Li., INSTRUCTIONS. DUCTS, EXCEPT WHERE INDICATED. WITH VFD OR SCROLL TYPE MOUNTED ON VIBRATION ISOLATORS. REQUIRED COMPONENTS NECESSARY FOR COMPLETE 2. THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT INDICATE ALL w 2. PROVIDE LEVELING DEVICES AND APPROVED RESILIENT 3. WHERE SOUND LINING IS OF MINIMUM THICKNESS SPECIFIED FOR PROVIDE SUCTION STRAINER, OIL SIGHT GLASS, HIGH PRESSURE SYSTEM. ACS CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY OFFSETS, OBSTRUCTIONS, OR STRUCTURAL FLEXIBLE DUCT 125 250 500 1000 2000 4000 8000 CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR in RESTRAINING DEVICES AS REQUIRED TO LIMIT EQUIPMENT AND INSULATION. SAFETY SWITCH, MOTOR OVERLOAD PROTECTION. ALL ACS STARTUP AND ITS PROPER OPERATION, AND INNER DIAMETERTO FIELD VERIFY ALL EXISTING CONDITIONS WHICH AFFECT THE PIPING MOTION IN EXCESS OF 1/4 INCH. G. TYPE OF INSULATION: D. FAN: DIRECT-DRIVE CENTRIFUGAL TYPE WITH MOTOR, AND SHALL MAINTAIN ITS PERFORMANCE THROUGH THE END 0 3. ACCEPTABLE MANUFACTURERS: 6 INCHES 5 10 18 22 22 20 13 1. DUCT LINING: 1 INCH THICK, 1-112 PCF DENSITY COATED ON AIR SELF-LUBRICATING BEARINGS, WITH INTERNAL MOTOR OVERLOAD OF THE WARRANTY PERIOD. IT SHALL INCLUDE ALL ARRANGEMENT AND LAYOUT OF THE WORK. a. MASON INDUSTRIES, INC. 8 INCHES 4 9 17 22 22 18 10 SIDE WITH BLACK NEOPRENE, FIRE-RESISTANT, ANTI-MICROBIAL PROTECTION AND HIGH POWER FACTOR. PARTS AND DEVICES LABOR AND OTHER REQUIRED 3. IT 1S THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE = b. VIBRATION ELIMINATOR CO. COATING. 6.0 R-VALUE. MANVILLE LINACOUSTIC OR APPROVED E. COOLING COIL: DX, COPPER TUBING, ALUMINUM FIN TYPE WITH SUBCONTRACTORS. WORK AT THE HIGHEST ELEVATION POSSIBLE AND IN SUCH A N 12 INCHES 3 7 15 22 22 16 $ LIJ C. KORFUND DYNAMICS CORP. EQUAL. FOR THE FOLLOWING DUCTWORK: STAINLESS STEEL CONDENSATE DRAIN PAN, 1.2.PROVIDE TEMPERATURE CONTROL SYSTEM WITH ALL MANNER AS TO CONFORM TO THE STRUCTURE, AVOID Project ui B. CEILING HUNG EQUIPMENT: a. ALL DUCTWORK WITHIN MECHANICAL ROOMS AND NOT LESS F. CONDENSATE PUMP: CONDENSATE PUMP (FIELD MOUNTED) WITH REQUIRED DEVICES, SENSORS, TRANSFORMERS, OBSTRUCTIONS, MAINTAIN HEADROOM, AND LEAVE ADEQUATE No: ZHK35000 1. TYPE "H" COMBINATION SPRING/ELASTOMER 4. CERTIFIED TEST DATA SHALL BE SUBMITTED FOR APPROVAL, THAN 25 FEET FROM FAN FOR SUPPLY AND 20 FEET FROM FAN SECONDARY FLOATED (FIELD MOUNTED), CAPABLE OF PUMPING 100 AUTOMATIC DAMPER, AUTOMATIC CONTROL VALVES AND CLEARANCES FOR LIGHT FIXTURES, MAINTENANCE ACCESS, Sheet Title a. SIMILAR TO MASON TYPE 30N. 5. INSTALLATION OF THE FLEXIBLE DUCT SHALL BE IN ACCORDANCE FOR RETURN DUCTWORK. GPH AT 20 FEET OF HEAD. ACTUATORS, INTERLOCK, CONTROL WIRING, DAMPERS, AND FOR OTHER CLEARANCES AS REQUIRED BY THE LOCAL AHJ. o b. 1 INCH MINIMUM STATIC DEFLECTION, 1/2 INCH MINIMUM WITH THE MANUFACTURER'S INSTRUCTIONS AND b. AIR TRANSFER DUCTS. G. FILTER: THROW-AWAY TYPE, NOT LESS THAN 20 PERCENT ACTUATORS, TIME-CLOCK, OVERRIDE SWITCHES, ALL WORK TO PROVIDE MAXIMUM POSSIBLE CLEARANCES ISA SPECIFICATIONS RESERVE DEFLECTION. FACTORY PRELOADED TO 75% OF RECOMMENDED PROCEDURES. c. DOWNSTREAM OF ALL VARIABLE AIR VOLUME AND CONSTANT EFFICIENCY. CURRENT SENSING RELAYS, INTERPOSING RELAYS, PROJECT REQUIREMENT AND SHALL BE PERFORMED AND Q RATED LOAD. 6. FLEXIBLE DUCTWORK TO BE A MAXIMUM OF 5 FEET IN LENGTH. VOLUME BOXES FOR A MINIMUM OF 10 FEET AND 15 FEET FOR H. WATER DETECTION SENSOR TO BE INSTALLED IN STAINLESS STEEL THERMOSTATS, LEAK DETECTORS, POWER AND CONDUIT PROVIDED AT NO ADDITIONAL COST TO THE PROJECT. REFERENCE ONLY G. PROVIDE SUPPLEMENTAL STEEL AS REQUIRED WHERE 7. CONNECTIONS, AIRTIGHT JOINTS, FASTENED WITH CLAMPS DOWNSTREAM OF FAN POWERED BOX. DRAIN PAN. CONTACTS TO BE WIRED TO UNIT'S SHUTDOWN WIRING SUCH AS INTERLOCKS, START/STOPS, POWER 4. PROCEED WITH THE INSTALLATION AS RAPIDLY AS THE BUILDING \T)T .\PDRO\.rrn WITH THIS PERMIT r EQUIPMENT OR STRUCTURE CANNOT SUPPORT POINT LOADS. (SIMILAR TO IDEAL 5200 OR 5600 SERIES) AND SEALED WITH d. MINIMUM OF 2 INCHES THICK FOR ALL MIXED AIR PLENUMS, TERMINALS. WIRING OF CONTROL DEVICES AND PANELS, AND CONSTRUCTION AND RENOVATION WILL PERMIT. THOROUGHLY l` C. ELASTOMER MOUNTING TYPES: SEALING COMPOUND AND TAPE. EXCEPT WHERE MOISTURE CARRY-OVER FROM OUTDOOR AIR I. UNIT SHALL BE FACTORY ASSEMBLED, TESTED, DEHYDRATED AND INTERCONNECTION OF SAFETIES, ETC. FOR ALL HVAC CLEAN ITEMS BEFORE INSTALLATION. CAP OPENINGS 1N Original drawing is 42 x 30. Do not scale contents of this drawing. CV 1. TYPE "D": DOUBLE DEFLECTING TYPE INCORPORATING THE 8. FLEXIBLE DUCT BENDS SHALL BE INSTALLED WITH CENTERLINE LOUVER WILL OCCUR CHARGED. EQUIPMENT SHALL BE PROVIDED AND INSTALLED BY THIS DUCTWORK TO EXCLUDE DIRT UNTIL FINAL CONNECTIONS HAVE Sheet Number co FOLLOWING: RADIUS NOT LESS THAT 1.5 TIMES DIAMETER AND SHALL NOT BE 2. PIPING: J. REFRIGERATION CIRCUITS: PROVIDE THERMOSTAT EXPANSION CONTRACTOR. BEEN MADE. a. BOLT HOLES FOR BOLTING TO EQUIPMENT BASE. CRUSHED TO FIT LIMITED CLEARANCE. a. CONDENSATE: %-INCH THICK ARMAFLEX OR EQUAL. K FACTOR VALVE, HOT GAS DISCHARGE MUFFLERS, ELECTRICAL SOLENOID 1.3.CONTRACTOR TO COORDINATE ALL CONTROLS THAT ARE 5. WELDING AND BRAZING SHALL BE ACCOMPLISHED IN M 0 0 3 0 ACCORDANCE WITH THE QUALIFIED PROCEDURES USING RENOVATION, INCLUDING AIR TERMINAL UNITS AND AIR PERFORMANCE QUALIFIED WELDERS, AND BRAZING OUTLETS FOR BOTH EXISTING AND NEW WORK. OPERATORS. 2.5.THE CONTRACTOR SHALL PROVIDE ALL LABOR, 6. FOR DIRECTIONS AND DETAILS NOT SHOWN ON THE DRAWINGS, ADDITIONAL SHEAVES AND BELTS REQUIRED TO THE MANUFACTURER'S CERTIFIED DRAWINGS AND WRITTEN OR BALANCE SYSTEMS. PUBLISHED INSTRUCTIONS SHALL BE FOLLOWED IN ALL CASES 2.6.BALANCE AND ADJUST AIR DISTRIBUTION SYSTEM TO '4414"k„ WHERE THE MAKERS OF DEVICES AND EQUIPMENT FURNISHED QUANTITIES INDICATED ON DRAWINGS IN ACCORDANCE --.4 A PROVIDE SUCH INFORMATION. WITH ASSOCIATED AIR BALANCE COUNCIL (AABC) SFf 7. DRAWINGS ARE NOT INTENDED TO BE SCALED, BUT SHALL BE MANUAL, LATEST EDITION. FOLLOWED WITH SUFFICIENT ACCURACY TO COORDINATE WITH 2.7.BALANCING AND TESTING SHALL BE PERFORMED AND R E S OTHER WORK AND STRUCTURAL LIMITATIONS. SUPERVISED BY A CERTIFIED INDEPENDENT FIRM 8. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE SPECIALIZING IN TESTING AND BALANCING. FIRM SHALL INSURANCE BUILDING CONSTRUCTION BY AN APPROVED SUPPORTING BE A MEMBER OF AABC. IN ADDITION, BALANCING AND SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING TO BE PERFORMED IN THE PRESENCE OF THE ANCHORS, SUPPORTS, AND CONNECTIONS OF THE MECHANICAL BUILDING ENGINEER. TEST REPORTS SHALL BE WORK TO THE BUILDING STRUCTURE TO PREVENT DAMAGE TO SUBMITTED IN BOUND FOLDERS AND ON AABC TYPE THE STRUCTURE OR TO MECHANICAL EQUIPMENT, INCLUDING REPORT FORMS WITH THREE (3) COPIES OF EACH SENT Project THE CONNECTION AND INTEGRITY OF SHOP-FABRICATED AND TO THE ENGINEER AND ONE (1) COPY OF EACH SENT TO FARM ERS HI LLSBORO FIELD-FABRICATED MATERIALS AND EQUIPMENT. ALL SUPPORTS, THE BUILDING ENGINEER. ALL DIFFUSERS SHALL BE OFFICE RELOCATION EQUIPMENT AND CONNECTIONS THERETO SHALL BE DESIGNED IDENTIFIED BY DESIGNATIONS ON DRAWINGS. TO CONFORM TO THE REQUIREMENTS OF THE STATE OF 3. UPON COMPLETION OF PROJECT, A COPY OF THE FINAL ILLINOIS BUILDING CODES, OR TO THE OTHER GOVERNING COMPLETED TEST & BALANCE REPORT SHALL BE SUBMITTED BY Prepared For CODES. THE CONTRACTOR TO THE CITY BUILDING DEPARTMENT FOR FARM ERS INSURANCE 9. ALL MECHANICAL WORK SHALL BE PROPERLY SUPPORTED FROM RECORD. TIGARD, OR THE BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED 3.06 COMMISSIONING MANNER, AND SHALL BE INDEPENDENT OF THE CEILING 1. CONTRACTOR SHALL VALIDATE THAT THE BUILDING SYSTEM WILL Contract No: 16.24752.00 SUPPORT SYSTEM. WHERE OVERHEAD STRUCTURE DOES NOT COMPLY WITH ALL DESIGN AND OPERATIONAL REQUIREMENTS PERMIT DIRECT FASTENING OF SUPPORTS, FURNISH AS WELL AS ENVIRONMENTAL CONDITIONS (E.G. TEST ADDITIONAL FRAMING AND SUPPLEMENTARY STEEL AS AUTOMATIC CONTROL). REQUIRED FASTENED SECURELY TO THE BUILDING 2. CONTRACTOR SHALL TEST THE EQUIPMENT INDIVIDUALLY IN ALL STRUCTURAL. MODES, INCLUDING 10.000RDINATE THE MECHANICAL WORK WITH THE WORK OF THE 2.1. AUTOMATIC 0 OTHER SECTIONS AND DIVISIONS. PROVIDE TIME AND MATERIALS TO MAKE ALL APPROPRIATE AND PROPER 2.2.MANUAL + INSTALLATIONS AND CONNECTIONS. REVIEW SPACE 2.3.EMERGENCY REQUIREMENTS, INCLUDING SERVICE AND MAINTENANCE 3. CONTRACTOR SHALL TEST OPERATION OF EQUIPMENT ON A CLEARANCES FOR THE EQUIPMENT SUPPLIED FOR THIS SYSTEM LEVEL INCLUDING INTERFACING WITH OTHER SYSTEM. PROJECT WITH THE ACTUAL FIELD CONDITIONS TO ENSURE THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING AND THAT EQUIPMENT AND MATERIALS CAN BE INSTALLED INTO THE OPERATION ENGINEER AND VERIFY THAT THE SYSTEM Hellmuth, Obata + Kassabaum, Inc. SPACE ALLOTED. PERFORMS AS DESIGNED WITH NEW OR MODIFIED 9530 Jefferson Boulevard 11.PREPARE WORKING DRAWINGS, ATTEND MEETINGS, OBTAIN ALL COMPONENTS BEFORE PROJECT SIGN-OFF. Culver City, CA 90232 USA APPROVALS BY ALL AHJ, CONDUCT REQUIRED TESTS AND 4. ALL COMMISSIONING WORK SHALL COMPLY WITH 2015 t +1 310 838 9555 f +1 310 838 9586 OBTAIN REQUIRED PERMITS. INTERNATIONAL ENERGY CONSERVATION CODE, STATE OF 3.02 BUILDING SURFACE PENETRATIONS OREGON SPECIALTY CODES AND PERFORM THE FOLLOWING: 2lllli5 reproduction&intellectual property rights reserved 1. SLEEVES SHALL NOT BE INSTALLED IN STRUCTURAL MEMBERS 4.1. COMMISSIONING SHALL INCLUDE TESTS OF THE In Association with EXCEPT WHERE INDICATED OR APPROVED. SLEEVES IN FOLLOWING EQUIPMENT: NONLOAD BEARING SURFACES SHALL BE GALVANIZED SHEET 4.1.1. ALL NEW TERMINAL UNITS. METAL, CONFORMING TO ASTM A 653, COATING CLASS G-90, 20 4.1.2. ALL NEW EXHAUST FANS. GAUGE. SLEEVES IN LOAD BEARING SURFACES SHALL BE 4.1.3. ALL NEW CRAG UNITS. 411111r UNCOATED CARBON STEEL PIPE, CONFORMING TO ASTM A 53, 4.1.4. LIGHTING CONTROL 0 STANDARD WEIGHT. SEALANTS SHALL BE APPLIED TO MOISTURE 4.2.PROVIDE AND SUBMIT COMMISSIONING PLAN 15 DAYS � SY AND OIL-FREE SURFACES AND ELASTOMERS TO NOT LESS THAN PRIOR TO START WORK. GROUP 1/2 INCH DEPTH. Amembercompany ofSHGroup,Inc 2. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE WALL 4.3.COMMISSIONING SHALL VERIFY EQUIPMENT Syska Hennessy Group, Inc. AND SHALL BE CUT FLUSH WITH EACH SURFACE. PIPES PASSING OPERATIONS, CONFORMANCE WITH TEST AND 330 N.Wabash Ave. THROUGH CONCRETE OR MASONRY WALL SHALL BE PROVIDED BALANCING REPORT AND BMS CONNECTIVITY. suite o, I Chicago, 60611 , 4.4.SUBMIT PRELIMINARY REPORT OF COMMISSIONING TEST WITH PIPE SLEEVES FITTED INTO PLACE AS REQUIRED. SLEEVES Tel:312.588.3560 SHALL BE OF SUCH SIZE AS TO PROVIDE A MINIMUM OF 1/4 INCH WITHIN 7 DAYS AFTER PERFORMING. Fax:312.588.3579 ALL-AROUND CLEARANCE BETWEEN BARE PIPE AND SLEEVES 4.5. CONTRACTOR SHALL INCLUDE TIME AND MATERIAL FOR www.syska.com OR BETWEEN JACKETED-INSULATION AND SLEEVES. EXCEPT IN SUPPORT OF THE COMMISSIONING EFFORT. PIPE CHASES OR INTERIOR WALLS, THE ANNULAR SPACE 4.6.A FINAL COMMISSIONING REPORT SHALL BE PROVIDED BETWEEN PIPE AND SLEEVE OR BETWEEN JACKET AFTER COMPLETION NO LATER THAN 30 DAYS AFTER Key Plan OVER-INSULATION AND SLEEVE SHALL BE SEALED WITH RECEIPT OF CERTIFICATE OF OCCUPANCY. APPROPRIATE JOINT SEALANTS. 3. ESCUTCHEONS: FINISHED SURFACES WHERE EXPOSED PIPING, 3.07 INSTRUCTION OF OWNER'S OPERATING PERSONNEL BARE OR INSULATED, PASS THROUGH WALLS EXCEPT IN UTILITY 1. THE CONTRACTOR SHALL INCLUDE THE COST OF THE SERVICES OR EQUIPMENT ROOMS, SHALL BE PROVIDED WITH OF QUALIFIED INSTRUCTOR(S) TO INSTRUCT THE OWNER'S ESCUTCHEONS. WHERE SLEEVES PROJECT SLIGHTLY FROM OPERATING PERSONNEL IN THE OPERATION, ADJUSTMENT, FLOORS, SPECIAL DEEP-TYPE ESCUTCHEONS SHALL BE USED. CARE AND MAINTENANCE OF ALL EQUIPMENT AND SYSTEMS. ESCUTCHEON SHALL BE SECURED TO PIPE OR PIPE COVERING. 2. INSTRUCTION SHALL BE PERFORMED AT A TIME APPROVED BY 3.03 CLEANING THE OWNER AFTER ALL EQUIPMENT AND SYSTEMS ARE 1. REMOVE DEBRIS FROM INSIDE AND OUTSIDE OF ALL DUCTWORK INSTALLED, COMPLETED, ADJUSTED AND OPERATING TO AND EQUIPMENT. CLEAN INTERIOR OF EXISTING AIR HANDLING SPECIFIED REQUIREMENTS. CONTRACTOR SHALL NOTIFY THE UNIT WITH A DAMP CLOTH TO REMOVE ALL DIRT AND METAL ENGINEER 7 DAYS PRIOR TO THE SCHEDULED TIME WHEN Professional Seals SHAVINGS. INSTRUCTIONS WILL BE GIVEN. �':::::::0ropor >0 2. BRUSH OR CLEAN WORK, WHICH WILL BE CONCEALED, PRIOR TO 3. QUALIFICATION OF INSTRUCTOR(S) SHALL BE SUBJECT TO47- ;....c--0.: FINAL ACCEPTANCE AND BEFORE CONCEALING. APPROVAL OF THE OWNER AND EQUIPMENT MANUFACTURER. 3. CLEAN SURFACES WHICH HAVE BEEN SOILED AND REPAIR 4. THE BASIS OF THE INSTRUCTION AND TRAINING OF THE ,.,�« e:SURFACES WHICH HAVE BEEN DAMAGED TO MATCH ADJACENT OPERATORS FOR HVAC EQUIPMENT SHALL BE THE c. SURFACES BEFORE FINAL ACCEPTANCE. CONTRACTOR'S OPERATION AND MAINTENANCE MANUALS � � '� z ' 3.04 PAINTING: PROVIDE ALL PAINTING REQUIRED FOR THE MECHANICAL PROVIDED FOR THE MECHANICAL, FIRE PROTECTION AND lE �4 WORK. PLUMBING EQUIPMENT AND SYSTEMS SUPPLIED FOR THIS SPIRES: 4" . 1. PAINT SHALL BE THE BEST GRADE FOR ITS PURPOSE, DELIVERED PROJECT. No. Description Date IN ORIGINAL SEALED CONTAINERS, APPLIED IN ACCORDANCE 5. TWO COPIES OF ACKNOWLEDGEMENT OF ALL REQUIRED 1 90% REVIEW June 26 2017 WITH MANUFACTURER'S INSTRUCTIONS, WITH COLORS TO INSTRUCTIONS TO OWNER'S OPERATING PERSONNEL, SIGNED 2 BID/PERMIT July 062017 MATCH THE EXISTING OR ADJACENT SURFACES. BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE, SHALL 2. PROVIDE HOT-DIPPED GALVANIZED OR ZINC CHROMATE PRIMER BE SUBMITTED TO THE ENGINEER PRIOR TO SUBMITTING ON ALL UNFINISHED IRON SURFACES. APPLICATION FOR FINAL PAYMENT. AN ADDITIONAL COPY OF THIS ACKNOWLEDGEMENT SHALL BE PLACED IN EACH COPY OF 3.05 TESTING, ADJUSTING AND BALANCING 1. GENERAL: THE OPERATION AND MAINTENANCE MANUALS BEFORE THEY ARE TURNED OVER TO THE OWNER AND/OR THE OWNER'S 1.1.ADJUSTMENT: BEFORE TEST AND BALANCE WORK IS REPRESENTATIVE. INITIATED, EACH PIECE OF HVAC EQUIPMENT AND EACH 3.08 PROJECT CLOSEOUT HVAC SYSTEM SHALL BE ADJUSTED TO THE •u) APPROXIMATE DESIGN CAPACITY TO ENSURE PROPER 1. AFTER FINAL COMMISSIONING OPERATIONS FOR INSPECTION FUNCTIONING OF ALL CONTROLS. AND ACCEPTANCE, DELIVER ALL COPIES OF THE FOLLOWING (13 1.2.PRELIMINARY OPERATION: THE OWNER RESERVES THE INFORMATION TO THE ENGINEER: c9 RIGHT TO OPERATE ANY SYSTEMS OR EQUIPMENT PRIOR 1.1.OPERATION AND MAINTENANCE (O&M) MANUALS. o TO FINAL COMPLETION AND ACCEPTANCE OF THE WORK. 1.2.RECOMMENDED SPARE PARTS LISTS, TO BE INCLUDED IN z SUCH PRELIMINARY OPERATION SHALL NOT BE A SECTION OF THE O&M MANUAL. o CONSTRUED AS AN CONTRACTUAL ACCEPTANCE OF THE 1.3.EQUIPMENT STARTUP REPORTS (PREPARED BY MECHANICAL WORK. FACTORY-AUTHORIZED START-UP PERSONNEL). o Li 2. AIR DISTRIBUTION SYSTEMS: 1.4.RECORD (AS-BUILT) DRAWINGS. IA a 2.1.BALANCE AND ADJUST AIR DISTRIBUTION SYSTEM TO 1.5.CONTRACTOR'S WRITTEN WARRANTY. co QUANTITIES INDICATED ON THE DRAWINGS IN 1.6.EXTENDED WARRANTIES, TO BE INCLUDED IN A SECTION o ACCORDANCE WITH THE ASSOCIATED AIR BALANCE OF THE O&M MANUAL. in in COUNCIL (AABC) MANUAL, LATEST EDITION; OR THE 1.7.HVAC TEST AND BALANCE REPORT. w NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) w 1.8.CONTROLS COMMISSIONING REPORT. MANUAL, LATEST EDITION. 1.9.HVAC COMMISSIONING REPORT. 0 2.2.BALANCING AND TESTING SHALL BE PERFORMED BY A Q 1.10. CONTRACTOR RED LINES. o CERTIFIED INDEPENDENT FIRM SPECIALIZING IN TESTING 0 2. ALL TOOLS SUPPLIED WITH THE EQUIPMENT FOR MAINTENANCE o AND BALANCING (AABC); OR BY A CONTRACTOR cz) SHALL BE TAGGED AND TEMPORARILY SECURED TO THE UNIT, c, CERTIFIED 1N TEST AND BALANCING (NEBB). FIRM SHALL OR TURNED OVER TO THE BUILDING ENGINEER OR THE BE A MEMBER OF AABC OR NEBB. TEST REPORTS SHALL NJ w BE TYPEWRITTEN AND SUBMITTED IN BOUND FOLDERS OWNER'S AUTHORIZED AGENT FOR THIS PROJECT. o-1 AND ON THE AABC OR NEBB TEST AND BALANCE REPORT 3. ALL SPARE PARTS AND AN EXTRA SET OF HVAC FILTERS SHALL lPvoject ZHK35000 u_i_ TESTED SHALL BE IDENTIFIED IN THE REPORT BY AUTHORIZED AGENT FOR THIS PROJECT. FORMS. ALL GRILLES, REGISTERS, AND DIFFUSERS BE TURNED OVER TO THE BUILDING ENGINEER OR THE OWNER'S z Sheet Title L' DESIGNATIONS AS INDICATED ON THE DRAWINGS. SPECIFICATIONS 2.3.THE HVAC SYSTEMS AND THE INDIVIDUAL DAMPERS AND END OF SPECIFICATIONS. o AIR BALANCING DEVICES SHALL BE ADJUSTED TO PROVIDE DIFFUSER AIR FLOW DELIVERY NOT BE LESS co THAN NOR MORE THAN TEN (10) PERCENT OF THE AIR DELIVERY INDICATED ON THE DRAWINGS. Original drawing is 42 x 30. Do not scale contents of this drawing. 2.4.UPON COMPLETION OF THE INSTALLATION, CONTRACTOR Sheet Number ...... SHALL REBALANCE ANY AIR DISTRIBUTION SYSTEM M004a) AFFECTED BY THE TENANT IMPROVEMENT WORK AND a)0 EL REFERENCE ONLY NOT APPROVED WITH THIS PERMIT AIR CURTAIN SCHEDULE UNIT NO. TYPE LOCATION CFM ELECTRIC LENGTH MOTOR ELECTRICAL UNIT DIMENSION UNIT WEIGHT MANUFACTURER REMARKS 0,,,,,N_ HEATER (KW) (FT) Q'TY HP V/PH/HZ #CKTS AMP/CKT MOCP (LBS.) AND MODEL ACT-1.01 WALL MOUNT OPEN OFFICE 004A 1,036 5.6 3 1 1/5 208/3/60 '1 17.2 25 37"W x 14"D x 7.5"H 44 BERNER -ALC08-1036E 1-3 „ _ _ ACT-1.02 WALL MOUNT RECEPTION 101 2,072 11.2 6 1 1/5 208/3/60 1 32.8 45 74"W x 14"D x 7.5"H 70 BERNER-ALC08-1072E 1-3 ACT-1.03 WALL MOUNT OPEN OFFICE 111D 1,036 5.6 3 1 1/5 208/3/60 1 17.2 25 37"W x 14"D x 7.5"H 44 BERNER -ALC08-1036E - 1-3 - -� su ACT-1.04 WALL MOUNT VESTIBULE 112B 1,036 5.6 3 1 1/5 208/3/60 1 17.2 25 37"W x 14"D x 7.5"H 44 BERNER -ALC08-1036E 1-3 fii!°.-:„.„ - ' ;,. . ACT-1.05 WALL MOUNT VESTIBULE 112A 1,036 5.6 3 1 1/5 208/3/60 1 17.2 25 37"W x 14"D x 7.5"H 44 BERNER -ALC08-1036E 1-3 FARMERS ACT-1.06 RECESSED MAIL ROOM 142 1,587 6 3 1 1/2 208/3/60 1 21.0 30 36"W x 26"D x 15"H 105 BERNER -ARD12-1036E 1-3 ACT-1.07 RECESSED L TRAINING ROOM 144 1,587 6 3 1 1/2 208/3/60 1 21.0 30 36"W x 26"D x 15"H 105 BERNER -ARD12-1036E 1-3 INSURANCE ACT-1.08 WALL MOUNT HALLWAY 146 1,036 5.6 3 1 1/5 208/3/60 1 17.2 25 37"W x 14"D x 7.5"H 44 BERNER-ALC08-1036E 1-3 NOTES: 1. UNIT SHALL BE PROVIDED WITH A LOCKING DISCONNECT SWITCH (BY DIV. 16). Project 2. PROVIDE WITH WALL MOUNTED 24 VOLT THERMOSTAT. FARM ERS HI LLSBO RO 3. PROVIDE WITH CONTROL PANEL OFFICE RELOCATION Prepared For FARMERS INSURANCE ELECTRIC BASEBOARD HEATER SCHEDULE VVT SCHEDULE TIGARD, OR UNIT NO. TYPE LOCATION ELECTRICAL UNIT LENGTH MANUFACTURER REMARKS TAG CFM UNIT INLET SIZE MAX SP AT CONTROL TYPE ELECTRICAL DATA MANUFACTURER KW BTU/H V/PH/HZ AMP (IN.) AND MODEL MAX CFM VOLT PHASE Contract No: 16.24752.00 EBB-1.01 ELECTRIC BASEBOARD OPEN OFFICE 111H 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 BPV-1.01 2,231 28x12 0.18 IN-WG VAV 24V 1 CARRIER-WT EBB-1.02 ELECTRIC BASEBOARD OPEN OFFICE 111H 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 BPV-1.02 2,231 28x12 0.18 IN-WG VAV 24V 1 CARRIER-VVT EBB-1.03 ELECTRIC BASEBOARD OPEN OFFICE 111H 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 BPV-1.03 2,231 28x12 0.18 IN-WG VAV 24V 1 CARRIER-VVT EBB-1.04 ELECTRIC BASEBOARD RECEPTION 101 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 BPV-1.04 1,200 18x12 0.18 1N-WG VAV 24V 1 CARRIER -VVT EBB-1.05 ELECTRIC BASEBOARD CONFERENCE 102 2.5 8,533 208/1/60 12.0 96 QMARK- QMKC25008 1, 2, 3 BPV-1.05 - 2,231 28x12 0.18 IN-WG VAV 24V 1 CARRIER -VVT O EBB-1.06 ELECTRIC BASEBOARD OPEN OFFICE 111A 2.5 8,533 208/1/60 12.0 96 QMARK- QMKC25008 1, 2, 3 BPV-1.06 2,231 28x12 0.18 IN-WG VAV 24V 1 CARRIER -VVT + q EBB-.1.07 ELECTRIC BASEBOARD OPEN OFFICE 111A 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 BPV-1.07 1,200 18x12 0.18 IN-WG VAV 24V 1 CARRIER -VVT EBB-1.08 ELECTRIC BASEBOARD OPEN OFFICE 111B 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 BPV-1.08 1,200 18x12 0.18 IN-WG VAV 24V 1 CARRIER-VVT __EBB-1.09 ELECTRIC BASEBOARD OPEN OFFICE 111C 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 BPV-1.09 2,550 30x14 0.18 IN-WG VAV 24V 1 CARRIER-WI EBB-1.10 ELECTRIC BASEBOARD OPEN OFFICE 111D 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 BPV-1.10 2,550 30x14 0.18 IN-WG VAV 24V 1 CARRIER-VVT EBB-1.11 ELECTRIC BASEBOARD MENS RESTROOM 130 1 3,413 208/1/60 4.8 30 QMARK-QMKC25026 1, 2, 3 Hellmuth, Obata + Kassabaum, Inc. EBB-1.12 ELECTRIC BASEBOARD MENS LOCKERROOM 131 1 3,413 208/1/60 4.8 30 QMARK-QMKC25026 1, 2, 3 VVT-1.01 1100 14" 0.03 IN-WG VAV 24V 1 CARRIER-VVT 9530 Jefferson Boulevard Culver City, CA 90232 USA EBB-1.13 ELECTRIC BASEBOARD GYM 136 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 VVT-1.02 1100 14" 0.03 IN-WG VAV 24V 1 CARRIER -VVT t +1 310 838 9555 f +1 310 838 9586 EBB-1.14 ELECTRIC BASEBOARD GYM 136 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 VVT-1.03 1100 14" 0.03 IN-WG VAV 24V 1 CARRIER -WT EBB-1.15 ELECTRIC BASEBOARD GYM 136 2.5 8,533 208/1/60 12.0 96 QMARK- QMKC25008 1, 2, 3 VVT-1.04 1100 14" 0.03 IN-WG VAV 24V 1 CARRIER -WT All reproduction&intellectual property rights reserved 0 2015 - EBB-1.16 ELECTRIC BASEBOARD LARGE CONFERENCE 138 1.5 5,120 208/1/60 7.2 72 QMARK-QMKC2506 1, 2, 3 VVT-1.05 400 8" 0.03 IN-WG VAV 24V 1 CARRIER -WT In Association with EBB-1.17 ELECTRIC BASEBOARD MAIL ROOM 142 1.5 5,120 208/1/60 7.2 72 QMARK-QMKC2506 1, 2, 3 VVT-1.06 880 12" 0.03 IN-WG VAV 24V 1 CARRIER -VVT EBB-1.18 ELECTRIC BASEBOARD CSC ROOM 143 1.5 5,120 208/1/60 7.2 72 QMARK- QMKC2506 1, 2, 3 VVT-1.07 880 12" 0.03 IN-WG VAV 24V 1 CARRIER -WT EBB-1.19 ELECTRIC BASEBOARD JANITOR'S CLOSET 114 1 3,413 208/1/60 4.8 30 QMARK-QMKC25026 1, 2, 3 VVT-1.08 880 12" 0.03 IN-WG VAV 24V 1 CARRIER-VVT Aellir EBB-1.20 ELECTRIC BASEBOARD OPEN OFFICE 004A 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 VVT-1.09 880 12" 0.03 IN-WG VAV 24V 1 CARRIER-WT o EBB-1.21 ELECTRIC BASEBOARD OPEN OFFICE 004A 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 VVT-1.10 550 10" 0.03 IN-WG _ VAV 24V 1 CARRIER-VVT �+KA SY EBB-1.22 ELECTRIC BASEBOARD OPEN OFFICE 004A 2.5 8,533 208/1/60 12.0 96 QMARK-QMKC25008 1, 2, 3 VVT-1.11 600 10" 0.03 IN-WG VAV 24V 1 CARRIER-WT GROUP EBB-1.23 ELECTRIC BASEBOARD HUDDLE 001 1 3,413 208/1/60 4.8 36 QMARK- QMKC2503 1, 2, 3 VVT-1.12 600 10" 0.03 IN-WG VAV 24V 1 CARRIER-WT Amember company of3HGroup,Inc EBB-1.24 ELECTRIC BASEBOARD HUDDLE 003 1 3,413 208/1/60 4.8 36 QMARK-QMKC2503 1, 2, 3 VVT-1.13 600 10" 0.03 IN-WG VAV 24V 1 CARRIER-VVT Syska Hennessy Group,Inc. 330 N.Wabash Ave. VVT-1.14 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-WT Suite 1505 EBB-2.01 ELECTRIC BASEBOARD OPEN OFFICE 203 2.5 8,533 208/1/60 12.0 96 QMARK- QMKC25008 1, 2, 3 VVT-1.15 600 10" 0.03 1N-WG VAV 24V 1 CARRIER -VVT Chicago, IL 60611 Tel:312.588.3560 EBB-2.02 ELECTRIC BASEBOARD OPEN OFFICE 203 2.5 8,533 208/1/60 12.0 96 QMARK- QMKC25008 1, 2, 3 WT-1.16 600 10" 0.03 IN-WG VAV 24V 1 CARRIER -VVT Fax:312.588.3579 EBB-2.03 ELECTRIC BASEBOARD OPEN OFFICE 203 2.5 8,533 208/1/60 12.0 96 QMARK- QMKC25008 1, 2, 3 VVT-1.17 800 12" 0.03 IN-WG VAV 24V 1 CARRIER -WT www.syska.com EBB-2.04 ELECTRIC BASEBOARD HUDDLE 201A 1 3,413 208/1/60 4.8 48 QMARK- QMKC2504 1, 2, 3 WT-1.18 800 12" 0.03 IN-WG VAV 24V 1 CARRIER -VVT EBB-2.05 ELECTRIC BASEBOARD HUDDLE 202 1 3,413 208/1/60 4.8 48 QMARK-QMKC2504 1, 2, 3 VVT-1.19 800 12" 0.03 IN-WG VAV 24V 1 CARRIER-VVT VVT-1.20 800 12" 0.03 IN-WG VAV 24V 1 CARRIER-WT Key Plan NOTES: WT-1.21 800 12" 0.03 IN-WG VAV 24V 1 CARRIER-VVT 1. PROVIDE WITH BUILT-IN CONTROLS, THERMOSTAT, DISCONNECT SWITCH,AND POWER RELAY. VVT-1.22 800 12" 0.03 IN-WG VAV 24V 1 CARRIER-WI 2. COORDINATE WITH ARCHITECT FOR FINISH AND COLOR. VVT-1.23 900 12" 0.03 IN-WG VAV 24V 1 CARRIER-WT 3. PROVIDE WITH TRANSFORMER RELAY AND SINGLE POLE POWER RELAY CONTROL. WT-1.24 900 12" 0.03 IN-WG VAV 24V 1 CARRIER -VVT VVT-1.25 700 12" 0.03 IN-WG VAV 24V 1 CARRIER -WT WT-1.26 600 10" 0.03 IN-WG VAV 24V 1 CARRIER -VVT WT-1.27 350 8" 0.03 IN-WG VAV 24V 1 CARRIER -WT VVT-1.28 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-VVT WT-1.29 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-WT VVT-1.30 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-VVT Professional Seals WT-1.31 600 10" 0.03 IN-WG VAV 24V 1 CARRIER- T 'oG 1NE W , VVT-1.32 500 10" 0.03 IN-WG VAV 24V 1 CARRIER-WT "ic -„ WT-1.33 600 10" 0.03 IN-WG VAV 24V 1 CARRIER -VVT E VVT-1.34 600 10" 0.03 1N-WG VAV 24V 1 CARRIER -WTwi"s� �EGON �� VVT-1.35 600 10" 0.03 IN-WG VAV 24V 1 CARRIER -VVT %E€ 4O eWT-1.36 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-VVT ' WEL ROS VVT-1.37 750 12" 0.03 IN-WG VAV 24V 1 CARRIER-WT i 1 VVT-1.38 600 10" 0.03 IN-WG VAV 24V 1 CARRIER-WT No. Description Date VVT-1.39 600 10" 0.03 IN-WG VAV 24V 1 CARRIER -WT 1 90%REVIEW June 26 2017 WT-1.40 600 10" 0.03 IN-WG VAV 24V 1 CARRIER -VVT 2 BID/PERMIT July 06 2017 WT-1.41 600 10" 0.03 IN-WG VAV 24V 1 CARRIER-VVT VVT-1.42 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-VVT WT-1.43 200 8" 0.03 IN-WG VAV 24V 1 CARRIER-VVT VVT-1.44 600 10" 0.03 IN-WG VAV 24V 1 CARRIER-WT VVT-1.45 600 10" 0.03 IN-WG VAV 24V 1 CARRIER-WT VVT-1.46 600 10" 0.03 IN-WG VAV 24V 1 CARRIER -WT VVT-1.47 300 8" 0.03 IN-WG VAV 24V 1 CARRIER -WT WT-1.48 600 10" 0.03 IN-WG VAV 24V 1 CARRIER-VVT Y WT-1.49 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-VVT cn a) VVT-1.50 600 10" 0.03 IN-WG VAV 24V 1 CARRIER-VVT WT-1.51 500 10" 0.03 IN WG VAV 24V 1 CARRIER-WT WT-1.52 600 10" 0.03 IN-WG VAV 24V 1 CARRIER VVT o VVT-1.53 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-VVT w VVT-1.54 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-VVT J o VVT-1.55 800 12" 0.03 IN-WG VAV 24V W 1 CARRIER - T 2 VVT-1.56 800 12" 0.03 IN-WG VAV 24V 1 CARRIER -WT U - c!] WT-1.57 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-WT cD WT-1.58 300 8" 0.03 IN-WG VAV 24V 1 CARRIER-WT H WT-1.59 300 8" 0.03 IN-WG VAV 24V W 1 CARRIER- T W VVT-1.60 880 12" 0.03 IN-WG VAV 24V 1 CARRIER-WT 2 _ . co 0 Q U 0 1. PROVIDE WITH THERMOSTATS, CONTROLLERS, AND ACCESSORIES. VERIFY CONTROLLER TRANSFORMER REQUIREMENTS WITH ELECTRICAL. a c`Yi 2. UPGRADE CONTROLLERS AT EXISTING ROOF TOP UNITS AS TO ALLOW THE UNITS TO BE COMPATIBLE WITH VVT SYSTEM. m 3. BYPASS UNITS SIZED FOR RTU CFM AT MINIMUM SPEED. N wl No:te ct aZHK35000 w M Sheet Title J O U SCHEDULES ti r N.- Original drawing Is 42 x 30. Do not scale contents of this drawing. N Sheet Number co -6 M 0 0 50 0 11 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT EXISTING ROOF TOP UNIT SCHEDULE TAG SUPPLY FAN EXHAUST FAN EVAPORATOR COIL (SUMMER COND.) HEATING CONDENSER ELECTRICAL UNIT SIZE BASED ON REMARKS MIN. CFM DRIVE T.S.P. FAN HP FAN HPI FACE AIR NUMBER OF EAT LAT CAPACITY(GROSS) TYPE CAPACITY PIPE LDB COMP- REFRIGERANT COND. UNIT V/PH/HZ DIMENSION WEIGHT MANUFACTUER OA DESIGN UNIT (IN W.G.) RPM RPM QTY AREA VELOCITY ROWS/FPI DB/WB DB/WB NOMINAL TOTAL SENSIBLE INPUT OUTPUT CONN NCTION RESSOR TYPE CHARGE SIZE MCA MOCP FLA L x W x H (LBS') AND MODEL lirrN CFM CAPACITY SQ. FT. FPM (F) (F) (TON) MBH MBH MBH MBH (F) (#) (LBS.) (IN) INCH. RTU-1 1,250 5,000 6,250 BELT 2 718 2.39 1100 0.2513 17.5 285.71 4/15 80/67 56/55 12.5 146 116 GAS 240 195 3/4 92 2 R-410A 16 LBS, 70Z/ 14 LBS, 5 OZ 3/8 70 80 15.78 208/3/60 116 x 63.5 x 57.5 1,430 CARRIER -48HCFD14A2A5A6BOGO 1-3 \.. - RTU-2 1,250 5,000 6,250 BELT 2 718 2.39 1100 0.25/3 17.5 285.71 4/15 80/67 56/55 12.5 146 116 GAS 240 195 3/4 92 2 R-410A 16 LBS, 70Z/ 14 LBS, 5 OZ 3/8 70 80 15.78 208/3/60 116 x 63.5 x 57.5 1,430 CARRIER -48HCFD14A2A5A6BOGO 1-3 SF.. RTU-3 1,250 5,000 6,250 BELT 2 718 2.39 1100 0.25/3 17.5 285.71 4/15 80/67 r 56/55 12.5 146 116 GAS 240 195 3/4 92 2 v R-410A 16 LBS, 70Z/ 14 LBS, 5 OZ 3/8 70 80 15.78 208/3/60 116 x 63.5 x 57.5 1,430 CARRIER -48HCFD14A2A5A6BOGO 1-3 FARMERS RTU-4 400 1,600 2,000 BELT 1.5 1249 1.39 1100 0.25/ 1 5.2 307.69 3/15 80/67 56/55 4.0 48.5 37 GAS 120 96 1/2 92 1 R-410A 12.5 LBS 3/8 24 30 7.08 208/3/60 74.5 x 46.75 x 41.5 590 CARRIER-48HCEA05A2A5A0B0A0 1-3 RTU-5 1,250 5,350 6,250 BELT 2 718 2.39 1100 0.2513 17.5 305.71 4/15 80/67 56/55 12.5 146 116 GAS 240 195 3/4 92 2 R-410A 16 LBS, 70Z/ 14 LBS, 5 OZ 3/8 70 80 15.78 208/3/60 116 x 63.5 x 57.5 1,430 CARRIER -48HCFD14A2A5A6BOGO 1-3 INSURANCE RTU-6 1,250 5,000 6,250 BELT 2 718 2.39 1100 0.2513 17.5 285.71 4/15 80/67 56/55 12.5 146 116 GAS 240 195 3/4 92 2 R-410A 16 LBS, 70Z/ 14 LBS, 5 OZ 3/8 70 80 15.78 208/3/60 116 x 63.5 x 57.5 1,430 CARRIER -48HCFD14A2A5A6BOGO 1-3 RTU-7 400 1,600 2,000 BELT 1.5 1249 1.39 1100 0.25/ 1 5.2 307.69 3/15 80/67 56/55 4.0 48.5 37 GAS 120 96 1/2 92 1 R-410A 12.5 LBS 3/8 24 30 7.08 208/3/60 74.5 x 46.75 x 41.5 590 CARRIER -48HCEA05A2A5A0B0A0 1-3 RTU-8 400 1,600 2,000 BELT 1.5 1249 1.39 1100 0.25/ 1 5.2 307.69 3/15 80/67 56/55 4.0 48.5 37 GAS 120 96 1/2 92 1 R-410A 12.5 LBS 3/8 24 30 7.08 208/3/60 74.5 x 46.75 x 41.5 590 CARRIER -48HCEAO5A2A5AOBOAO 1-3 RTU-9 850 3,400 4,250 BELT 2 867 1.72 1100 0.25/2 11.1 306.31 4/15 80/67 56/55 8.5 99 80 GAS 180 148 3/4 92 2 R-410A 9.9 LBS/9.9 LBS 3/8 41 50 14.08 208/3/60 88 x 59.5 x 49.5 925 CARRIER-48HCEDO9A3A5A0BOA0 1-3 Project FARMERS HILLSBORO NOTES: OFFICE RELOCATION 1. EXISTING UNIT TO REMAIN AND SHALL BE RE-BALANCED AS INDICATED. 2. CONTRACTOR TO CONFIRM UNIT IS IN GOOD WORKING ORDER. REFERBISH AS NECESSARY TO MEET LIKE-NEW CONDITION. Prepared For 3. CONTRACTOR TO VERIFY THAT UNIT IS COMPATIBLE WITH WT SYSTEM DEVICES. RETROFIT ALL UNITS WITH NECESSARY CONTROL COMPONENTS AS REQUIRED. FARMERS INSURANCE TIGARD, OR Contract No: 16.24752.00 NEW ROOF TOP UNIT SCHEDULE TAG SUPPLY FAN EXHAUST FAN EVAPORATOR COIL (SUMMER COND.) HEATING CONDENSER ELECTRICAL UNIT SIZE BASED ON 1 REMARKS MIN. CFM DRIVE T.S.P. FAN HP FAN HPI FACE AIR NUMBER OF EAT LAT CAPACITY (GROSS) TYPE CAPACITY PIPE LDB COMP- REFRIGERANT COND. UNIT V/PH/HZ DIMENSION WEIGHT MANUFACTUER OA DESIGN UNIT (IN W.G.) RPM RPM Q'TY AREA VELOCITY ROWSIFPI DBIWB DB/WB NOMINAL TOTAL SENSIBLE INPUT OUTPUT CONNECTION RESSOR TYPE CHARGE SIZE MCA MOCP FLA L x W x H (LBS.) AND MODEL CFM CAPACITY SQ. FT. FPM (F) (F) (TON) MBH MBH MBH MBH (F) (#) (LBS') (IN) INCH. O RTU-10 850 3,400 4,250 BELT 2 867 1.72 1100 0.25/2 11.1 306.31 4/15 80/67 56/55 8.5 99 80 GAS 180 148 3/4 92 2 R-410A 9.9 LBS 19.9 LBS 3/8 41 50 14.1 208/3/60 88 x 59.5 x 49.5 925 CARRIER -48HCE009A3A5A0B0A0 1-10 1 ± Pil NOTES: 1. RTU WITH PROGRAMMABLE CONTROLLER, CONTROL DAMPER, AND SMOKE DETECTOR (PROVIDED BY ELECTRICAL CONTRACTOR)TO BE LOCATED WITHIN RETURN DUCT OF UNIT. 2. STARTUP AND 1ST YEAR LABOR WARRANTY SHALL BE PROVIDED BY UNIT MANUFACTURER. 3. PROVIDE WITH DISCONNECT SWITCH. COORDINATE WITH ELECTRICAL. Hellmuth, Obata + Kassabaum, Inc. 4. UNITS SHALL HAVE SERVICE RECEPTICLE GFI OUTLET MOUNTED NEARBY. 9530 Jefferson Boulevard Culver City, CA 90232 USA 5. UNIT SHALL COMPLY WITH IECC 2015 FOR ENERGY CONSERVATION ALONG WITH THE STATE OF OREGON SPECIALTY CODES. t +1 310 838 9555 f +1 310 838 9586 6. PROVIDE MANUFACTURER'S ROOF CURB AND SUPPORTS. 7. UNIT SHALL BE PROVIDED WITH OUTDOOR AIR SENSOR AND COMPATIBLE WITH WT SYSTEM INSTALLATION. PROVIDE ALL CONTROL COMPONENTS,AS REQUIRED. AU reproduction&intellectual property rights reserved 2015 8. UNIT SHALL BE DOWNFLOW CONFIGURATION WITH 0-100% ECONOMIZER WITH LOW LEAK DAMPERS AND POWER EXHAUST TO MATCH EXISTING RTU-9. In Association with 9. PROVIDE WITH EXTRA SET OF FILTERS. 10. UNIT SHALL BE GAS HEAT/DX COOL UNIT. Pi � Q FAN COIL UNIT SCHEDULE DIFFUSER SCHEDULE SY GROUP UNIT NO. SERVICE COOLING CAPACITY AIR DATA FOR COOLING COIL FAN UNIT REFRIGERANT WEIGHT ' ELECTRICAL DATA BASED ON MANUFACTURER REMARKS TAG CFM RANGE SERVICE NECK SIZE DIFFUSER SIZE BASE ON MANUFACTURER AND REMARKS Amember company ofsHGroup,inc. CFM EAT. AIR (DEG F) CFM TYPE PIPE CONNECTIONS V/PH/HZ FLA MCA OPD AND MODEL MODEL Syska Hennessy Group,Inc. TOTAL SENSIBLE MOTOR DIMENSION CHARGE y y S-1 0-175 SUPPLY 8" INLET 24"x 24" NAILOR - UNI 1-3 330 N.Wabash Ave. MBH MBH DB WB RH W W' x D" x H" PER CIRCUIT GAS (IN) LIQ. (IN) (LBS.) Suite 1505 175-280 SUPPLY 10" INLET 24"x 24" NAILOR - UNI 1-3 Chicago, IL 60611 FCU-1.1 MDF 113 35 26.25 1000 80 67 0.45 1000 244 55 x 29 x 10 R-410A 6 LB, 10 OZ 5/8 3/8 91 208/1/60 2.64 3.3 30 MITSUBISHI - PEAD-A36AA5 1-5 9 Tel:312.588.3560 FCU-1.2 TRAINING ROOM 144 35 26.25 1000 80 67 0.45 1000 244 55x 29 x10 R-410A 6 LB, 10 OZ 5/8 3/8 91 208/1/60 2.64 3.3 30 MITSUBISHI - PEAD-A36AA5 1-5 Fax:312.588.3579 S-2 0-175 SUPPLY - 10" x 6" NAILOR -67DV-O 1-3, 5 www.syska.com FCU-1.3 TRAINING ROOM 145 35 26.25 1000 80 67 0.45 1000 244 55 x 29 x 10 R-410A 6 LB, 10 OZ 5/8 3/8 91 208/1/60 2.64 3.3 30 MITSUBISHI - PEAD-A36AA5 5-Jan . - 176-300 SUPPLY - 12" x 8" NAILOR -67DV-O 1-3, 5 NOTES: - S-3 0-100 SUPPLY 6" INLET 12" x 12" NAILOR - UNI 1-3 Key Plan 1. PROVIDE WITH PROGRAMMABLE WALL MOUNTED MICROPROCESSOR WITH BUILT-IN SENSOR AND COMMON ALARM OUTPUT. 2. PROVIDE WITH CONDENSATE PUMP. - S-4 0-200 SUPPLY 8" INLET 48", 2-SLOT, 3/4"WIDTH NAILOR-5075 1-4, 7 3. DISCONNECT SWITCH SHALL BE PROVIDE ELECTRICAL CONTRACTOR. - - 4. PROVIDE DRAIN PAN WITH LEAK DETECTOR UNDER THE UNIT. R-1 0-400 RETURN , 12" x 12" 24"x 24" NAILOR - UNI2 1-3, 8 5. PROVIDE WITH HANGERS AND VIBRATION ISOLATOR. UNIT SHALL BE SUSPENDED FROM THE DECK TO ACCOUNT FOR SEISMIC REQUIREMENTS. - 400-1000 RETURN 22" x 22" 24"x 24" NAILOR - UNI2 1-3, 8 R-2 0-1000 RETURN/TRANSFER - SAME AS DUCT SIZE SHOWN NAILOR- 5145H 1-4 AIR COOLED CONDENSING UNIT SCHEDULE - E-1 0-350 EXHAUST - 12" x 12" NAILOR -51 FH 1-3 UNIT NO. LOCATION ENT. AIR DB NOMINAL I COMPRESSOR CONDENSER FAN ELECTRICAL DATA REFRIGERANT INTERLOCKED WEIGHT BASE ON MANUFACTURER AND REMARK - (F) TONS - TYPE WITH (LBS) MODEL f NO. TYPE CFM QTY FAN FLA MCA MOCP V/PH/HZ Professional Seals E-2 0-200 EXHAUST 8" INLET 48", 2-SLOT, 3/4"WIDTH NAILOR-5075R 1-4, 6, 7PROpSS ACCU-1 ROOF 95 3 2 ROTARY 1,940 2 0.75 25 40 208/1/60 R-410A FCU-1.1 163 MITSUBISHI - PUY-A36NHA6 1-4 �`c� �GtN.' ; <.„ ACCU-2 ROOF 95 3 2 ROTARY 1,940 2 0.75 25 40 208/1/60 R-410A FCU-1.2 163 MITSUBISHI - PUY-A36NHA6 1-4 NOTES: 44. cc ;..c.-.: ACCU-3 ROOF 95 3 2 ROTARY 1,940 2 0.75 25 40 208/1/60 R-410A FCU-1.3 163 MITSUBISHI - PUY-A36NHA6 1-4 1. ALL GRILLES & DIFFUSERS SHALL BE CLEAN AND FREE OF DEBRIS PRIOR TO TENANT MOVING INTO THE SPACE. �'`' ..gv. �: 2. COORDINATE LOCATION OF GRILLES & DIFFUSERS WITH NEW AND EXISTING CEILING LAYOUT, SPRINKLER HEADS AND LIGHTING FIXTURES. OREGON r�''ith NOTES: 9 .q 4 E.. A „f • 3. COORDINATE WITH ARCHITECT FOR CEILING TYPE, COLOR AND FINISH. 1. PROVIDE WITH WIND BAFFLE/LOW AMBIENT KIT. 4. PROVIDE MOUNTING FRAMES AT DRY WALL CEILING AREAS. COORDINATE WITH ARCHITECTURAL DRAWINGS. EL cO 2. DISCONNECT SWITCH SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 5. DEVICE SHALL BE DUCT MOUNTED. Exp : f:-/PN 3. UNIT SHALL INCLUDE TXV, FILTER DRYER AND SIGHT GLASS. No. Description Date 6. COORDINATE WITH ARCHITECT FOR DIMENSION OF OPENING GAP AND PROVIDE BLANK-OFF ON ANY UNUSED PORTION. 4. UNIT SHALL SIT ON 12" HIGH ROOF CURB SUPPORTS. 1 90%REVIEW June 26 2017 7. LINEAR DIFFUSERS TO UTILIZE MFR'S PLENUM ACCESSORY. PROVIDE CONTINUOUS FACE APPEARANCE FREE OF SEAMS WHERE LONGER THAN 1 UNIT LENGTH. 2 BID/PERMIT July 06 2017 8. PROVIDE LINED ACOUSTIC ELBOW ON ALL RETURN AIR DIFFUSERS WITHOUT LINED DOUBLE ELBOW TRANSFER OUT OF ROOM. EXHAUST FAN SCHEDULE TAG LOCATION AREA SERVED CFM S.P. FAN RPM ELECTRICAL CONTROL TYPE MANUFACTURER AND MODEL REMARKS (IN.WG.) HP V/PH/HZ EF-1 ROOF ABV. WOMENS RESTROOM 117 WOMENS/ UNISEX RESTROOMS, JAN. CLOSET 470 1.000 1725 1/4 120/1/60 TIME CLOCK GREEN HECK-G-098 1-6, 9 EF-2 ROOF ABV. MENS RESTROOM 118 MEN'S RESTROOM 210 1.000 1725 1/4 120/1/60 TIME CLOCK GREENHECK-G-097 1-6, 9 EF-3 ROOF ABV. MENS RESTROOM 130 MENS RESTROOM, LOCKER, AND SHOWER 540 1.000 1625 1/4 120/1/60 TIME CLOCK GREENHECK-G1O3HP 1-6, 9 EF-4 ROOF ABV. WOMENS RESTROOM 133 WOMENS RESTROOM, LOCKER,AND SHOWER 590 1.000 2025 1/4 120/1/60 TIME CLOCK GREENHECK-G103HP 1-6, 9 cn to EF-5 ROOF ABV. LOUNGE 103 LOUNGE 103 PANTRY AREA 300 1.000 1670 1/6 120/1/60 TIME CLOCK GREENHECK-G-098 1-5, 7, 9 rts EF-6 ROOF ABV. OFFICE 106 IDE 105 300 1.000 1670 1/6 120/1/60 TIME CLOCK GREENHECK-G-098 1-5, 8, 9 0 o NOTES: U) to 1. EXHAUST FAN SHALL HAVE ECM MOTOR. J O 2. PROVIDE WITH FAN SPEED CONTROL. = 3. ROUTE UP TO ROOF AND PROVIDE DOWNBLAST U lir, 4. EXHAUST FAN SHALL INCLUDE AN ELECTRICAL DISCONNECT SWITCH LOCATED AT UNIT. c) 2 5. PROVIDE ROOF CURB FOR UNIT. LOCATION OF DISCHARGE SHALL REMAIN 15 FEET FROM NEAREST OUTSIDE AIR INTAKE. rn 6. EXHAUST FAN SHALL BE CONFIGURED TO OPERATE DURING BUSINESS HOURS (ADJ.). PROVIDE CONTROLLER WITH TIME CLOCK. I-- w 7. EXHAUST FAN SHALL BE CONFIGURED TO OPERATE VIA WALL MOUNTED SWITCH. CD 8. EXHAUST FAN SHALL BE THERMOSTATICALLY CONTROLLED. TEMPERATURE OF THE ROOM NOT TO EXCEED 78 DEGREES. 0 U 9. PROVIDE MOTORIZED DAMPER AT ROOF PENETRATION TO TIE INTO BUILDING OPERATION SCHEDULE AND RTU HOURS OF OPERATION. 0 0 0 I M N 111 No:ProjectCL ZHK35000 LU _ Sheet Title O z U SCHEDULES Q 0 tri M r ti Original drawing Is 42 x 30. Do not scale contents of this drawing. N Sheet Number co ti -o M006 a) 0 CL REFERENCE ONLY NOT APPROVED WITH. THIS PERMIT ✓ 1. Energy recovery ventilation systems. Individual fan systems that have both a design supply air capacity of 5,000 elm or greater and a `/ 30.Motor nameplate horsepower.For each fan,the selected fan motor is no larger than the first available motor size greater than the brake minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. horsepower(bhp). Plans reference page/section: Plans reference page/section: COMcheck Software Version 4.0.6.1 v 31.Large Volume Fan Systems. Fan systems over 8,000(7 m3/s)cfm without direct expansion cooling coils that serve single zones reduce (Pr Me c h a n i ea I C o m p I i a n ee Certificate Requirements Specific To: EBB-3 (2.5 kW) : airflow based on space thermostat heating and cooling demand.A two-speed motor or variable frequency drive reduces airflow to a s `/ 1. Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a maximum 60 percent of peak airflow or minimum ventilation air requirement as required by Chapter 4 of the International Mechanical IO minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Code,whichever is greater. FARMERS Plans reference page/section: Plans reference page/section: ✓ 32.Atl air-conditioning equipment and air-handling units with direct expansion cooling and a cooling capacity at ARI conditions greater than INISURANCE Section 1 : Project Information Generic Requirements: Must be met by all systems to which the requirement is applicable: or equal to 110,000 Btu/h that serve single zones have their supply fan operation controlled according to code specific requirements. ✓ 1. Calculation of heating and cooling loads.Design loads are determined in accordance with the procedures described in the Energy Code:2014 Oregon Energy Efficiency Specialty Code ASHRAE/ACCA Standard 183.Alternatively,design loads have been determined by an approved equivalent computation procedure. Plans reference page/section: Project Title: FARMERS HILLSBORO OFFICE RELOCATION `/ 33,Series fan-powered terminal unit fan motors.Fan motors for series fan-powered terminal units are electronically-commutated motors Project Type:Alteration v 2. Packaged Electric Equipment.Specified packaged electrical equipment has a heat pump as the primary heating source. and have a minimum motor efficiency of 70 percent when rated in accordance with NEMA Standard MG 1-2006 at full load rating Construction Site: Owner/Agent: Designer/Contractor: Requirement is not applicable. conditions. FARMERS INSURANCE SYSKA HENNESSEY GROUP Project TIGARD,OR 330 NORTH WABASH Plans reference page/section: -. SUITE 1505 Plans reference page/section: FARMERS HILLSBORO v 34.Heating outside a building.Systems installed to provide heat outside a building are radiant systems.Such heating systems are CHICAGO,IL 60611 3. Equipment and system sizing.Heating and cooling equipment and systems capacity do not exceed the loads calculated in accordance OFFICE RE LOCA l^[' I o N � controlled by an occupancy sensing device or a timer switch,so that the system is automatically deenergized when no occupants are 312.588.3560 with Section 503.2.1. present. Section 2: General Information Plans reference pagelsection: Plans reference page/section: ✓ 4. HVAC Equipment Performance Requirements.Reported efficiencies have been tested and rated in accordance with the applicable test ✓ 35.Hot Gas Bypass Limitation.For cooling systems<=240 kBtu/h,maximum hot gas bypass capacity is no more than 50%total cooling Prepared For Building Location(for weather data): Tigard,Oregon procedure.The efficiency has been verified through certification under an approved certification program or,if no certification program capacity. FARMERS INSURANCE Climate Zone: 4c exists,the equipment efficiency ratings are supported by data furnished by the manufacturer. ✓ 5. Thermostatic Controls.The supply of heating and cooling energy to each zone is controlled by individual thermostatic controls that Plans reference page/section: Section 3: Mechanical Systems List respond to temperature within the zone. TIGARD, OR Plans reference page/section: Section 5: Compliance Statement Quantity System Type_&Description Contract No: 16.24752.00 v 6. Heat pump supplementary heat.Heat pumps having supplementary electric resistance heat have controls that,except during defrost, 1 FEU-1.1 (Single Zone w/Perimeter System): prevent supplementary heat operation when the heat pump can meet the heating load. Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, Cooling: 1 each-Split System,Capacity=35 kBtulh,Air-Cooled Condenser,Air Economizer specifications and other calculations submitted with this permit application.The proposed mechanical alteration project has been designed Proposed Efficiency= 15.00 SEER, Required Efficiency: 13.00 SEER Plans reference page/section: Fan System: FCU-1.1 MDF--Compliance(Motor nameplate HP method):Passes to meet the 2014 Oregon Energy Efficiency Specialty Code,Chapter 8,requirements in COMcheck Version 4.0.6.1 and to comply with the ✓ 7. Set point overlap restriction.Where used to control both heating and cooling,zone thermostatic controls provide a temperature range mandatory requirements in the Requirements Checklist. Fans: or deadband of at least 5°F(2.8°C)within which the supply of heating and cooling energy to the zone is capable of being shut off or FCU 1 Supply,Single-Zone VAV, 1000 CFM,0.3 motor nameplate hp reduced to a minimum. NATHANIEL KIRBY • 07-06-2017 1 FCU-1.2(Single Zone w!Perimeter System): Plans reference page/section: Name Title ignature l Date0 Cooling: 1 each-Split System,Capacity=35 kBtulh,Air-Cooled Condenser,Air Economizer Proposed Efficiency= 15.00 SEER,Required Efficiency: 13,00 SEER v 8. Optimum Start Controls. Each HVAC system has controls that vary the start-up time of the system to just meet the temperature set Section 6: Post Construction Compliance Statement Fan System: ECU-1.2 I Training Room--Compliance(Motor nameplate HP method) :Passes point at time of occupancy. + g Fans: Plans reference page/section: D HVAC record drawings of the actual installation,system capacities,calibration information,and performance data for each equipment provided to the owner. FCU 2 Supply,Single-Zone VAV, 1000 CFM,0.3 motor nameplate hp v 9. Off-hour controls.Each zone is provided with thermostatic setback controls that are controlled by either an automatic time clock or HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. Zona w/Perimeter System) programmable control system. 1 FCU 1.3 (Single Y ): 0 Written HVAC balancing and operations report provided to the owner. Cooling: 1 each-Split System,Capacity=35 kBtu/h,Air-Cooled Condenser,Air Economizer Plans reference page/section: Proposed Efficiency=15.00 SEER, Required Efficiency: 13.00 SEER The above post construction requirements have been completed. Fan System: FCU-1.3 I Training Room--Compliance(Motor nameplate HP method):Passes ✓ 10.Shutoff damper controls.Both outdoor air supply and exhaust are equipped with not less tnan Class I motorized dampers. Hellm uth, Obata + Kassabaurn, Inc. Fans: Plans reference page/section: Principal Mechanical Designer-Name Signature Date 9530 Jefferson Boulevard FCU 3 Supply,Single-Zone VAV, 1000 CFM,0.3 motor nameplate hp Culver City, CA 90232 USA v 11.Freeze Protection and Snow melt system controls. Freeze protection systems,such as heat tracing of outdoor piping and heat t +1 310 838 9555 f +1 310 838 9586 1 RTU-10(Single Zone w/Perimeter System): exchangers,including self-regulating heat tracing,include automatic controls capable of shutting off the systems when outdoor air Heating: 1 each-Central Furnace,Gas,Capacity=148 kBtu/h temperatures meet code criteria. Proposed Efficiency=81.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Single Package DX Unit,Capacity=99 kBtulh,Air-Cooled Condenser,Air Economizer Plans reference page/section: All reproduction&intellectual property rights reserved cee Proposed Efficiency= 12.20 EER,Required Efficiency: 11.00 EER + 11.2 IEER 2015 Fan System: RTU-10 I Gym,Restrooms,and Locker Areas-Compliance(Motor nameplate HP method): v 12.Separate air distribution systems.Zones with special process temperature requirements and/or humidity requirements are served by In Association with Passes separate air distribution systems from those serving zones requiring only comfort conditions;or shall include supplementary control provisions so that the primary systems may be specifically controlled for comfort purposes only. Fans: Plans reference page/section: RTU SF 1 Supply,Constant Volume,3400 CFM, 1.8 motor nameplate hp RTU RF 1 Return,Constant Volume, 1100 CFM,0.3 motor nameplate hp ✓ 13.Humidity control.If a system is equipped with a means to add or remove moisture to maintain specific humidity levels in a zone or RTU RE 2 Return,Constant Volume, 1100 CFM,0.3 motor nameplate hp el EF 3 Exhaust,Constant Volume,590 CFM,0.3 motor nameplate hp zones,a humidity control device is provided. EF 4 Exhaust,Constant Volume,540 CFM,0.3 motor nameplate hp Plans reference page/section: 0 EF 6 Relief,Constant Volume,300 CFM,0.2 motor nameplate hp ICA SYS GROUP ���. Project Title: FARMERS HILLSBORO OFFICE RELOCATION Report date:07/03117 Project Title: FARMERS HILLSBORO OFFICE RELOCATION Report date:07/03/17 Project Title: FARMERS HILLSBORO OFFICE RELOCATION Report date:07/03/17 Amember company orsH Group,Inc. Data filename: P:1CHOIMEP_EIZHK350001Design_lnformationlEnergy Codelcomcheck_mech.cck Page 1 of 5 Data filename: P:ICHOIMEP_EIZHK350001Design_InformationlEnergy Codelcomcheck_mech.cck Page 3 of 5 Data filename: P:1CHOIMEP_E\ZHK350001Design_InformationlEnergy Codelcomcheckemech.cck Page 5 of 5 Syska Hennessy Group, Inc. 330 N.Wabash Ave. Suite 1505 ✓ 14.Humidity control.Where a humidity control device exists it is set to prevent the use of fossil fuel or electricity to produce relative Chicago, IL 60611 7 EBB-1 (1 kW)(Unknown): humidity in excess of 30 percent.Where a humidity control device is used for dehumidification,it is set to prevent the use of fossil fuel 9 Heating: 1 each-Unit Heater,Electric,Capacity=1 kBtu/h or electricity to reduce relative humidity below 60 percent. Tel:312.588.3560 No minimum efficiency requirement applies Fax:312.588.3579 Fan System: None Plans reference page/section: www.syska.com 3 EBB-2(1.5 kW)(Unknown): `/ 15.Humidity control.Where a humidity control device exists it is set to maintain a deadband of at least 10%relative humidity where no Heating: 1 each-Unit Heater,Electric,Capacity=2 kBtu/h active humidification or dehumidification takes place. No minimum efficiency requirement applies Fan System: None Plans reference page/section: Key Plan 19 EBB-3(2.5 kW)(Unknown): ✓ 16.Ventilation.Ventilation,either natural or mechanical,is provided in accordance with Chapter 4 of the International Mechanical Code. Heating: 1 each-Unit Heater,Electric,Capacity=3 kBtu/h Where mechanical ventilation is provided,the system has the capability to reduce the outdoor air supply to the minimum required by No minimum efficiency requirement applies Chapter 4 of the International Mechanical Code. Fan System: None Plans reference page/section: Section 4: Requirements Checklist ;/ 17.Demand controlled ventilation(DCV).DCV is required for spaces larger than 500 ft2 for simple systems and spaces larger than 150 ft2 for multiple zone systems. In the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks Plans reference page/section: identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference pagelsection'identifies where in the plansispecs the requirement can be verified as being satisfied. v 18.Kitchen hoods.Kitchen makeup is provided as required by the Oregon Mechanical Specialty Code. Requirements Specific To: FCU-1.1 : Plans reference page/section: ✓ 1. Equipment meets minimum efficiency: Split System: 13.00 SEER ✓ 19.Enctosed parking garage ventilation controls. In Group S-2,enclosed parking garages used for storing or handling automobiles employs v 2. Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a automatic carbon monoxide sensing devices. minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Plans reference page/section: Plans reference page/section: v 20.Duct and plenum insulation and sealing.All supply and return air ducts and plenums are insulated with the specified insulation.When Professional Seals located within a building envelope assembly,the duct or plenum is separated from the building exterior or unconditioned or exempt ��0 PROFt, Requirements Specific To: FCU-1.2 : spaces by a minimum of R-8 insulation,All ducts,air handlers and filter boxes are sealed.Joints and seams comply with Section 603.9 4 � 4w 4,/0 of the International Mechanical Code. "'+Y ✓ 1. Equipment meets minimum efficiency: Split System: 13.00 SEER 4te . 9Y recovery Y y g supply p y g 21.Low-pressure duct systems.All longitudinal and transverse joints,seams and connections of low-pressure supply and return ducts are ✓ 2. Ener recove ventilations stems.Individual fans stems that have both a design su I air ca acit of 5,000 cfm or greater and a ✓ :-.c.' ..z e minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. securely fastened and sealed with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric systems or tapes installed in accordance with the manufacturer's installation instructions. Plans reference page/section: .4'.- Plans reference page/section: ..,. _„ " Mme`-- ea. AIAPREGON ef.' co Requirements Specific To: FCU-1.3 : v 22.Medium-pressure duct systems.All ducts and plenums designed to operate medium-pressure are insulated and sealed in accordanceMaER JO , with Section 503.2.7.Pressure classifications specific to the duct system are clearly indicated on the construction documents. ''f/t/j o' v 1. Equipment meets minimum efficiency: Split System: 13.00 SEER ✓ 2. Energy recovery ventilation systems. Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a Plans reference page/section: r minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. Err p/ao ;/ 23.High-pressure duct systems.Ducts designed to operate at high-pressure are insulated and sealed in accordance with Section 503.2.7. Plans reference page/section: In addition,ducts and plenums are leak-tested in accordance with the SMACNA HVAC Air Duct Leakage Test Manual. No. Description Date Plans reference page/section: 1 90%REVIEW June 26 2017 Requirements Specific To: RTU-10 : 2 BID/PERMIT July 06 2017 ✓ 1. Equipment meets minimum efficiency: Central Furnace(Gas): 80.00%Et(or 78%AFUE) v 24.Piping Insulation.Ail pipes serving space-conditioning systems(hot water piping for heat systems,chilled water,refrigerant,and brine v 2. Equipment meets minimum efficiency: Single Package Unit: 11.00 EER + 11.2 IEER piping systems,and steam piping)are insulated as specified by this section. `/ 3. Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a ✓ 25.Air system balancing.Each supply air outlet and zone terminal device is equipped with means for air balancing in accordance with the minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. requirements of IMC 603.17.Discharge dampers intended to modulate airflow are prohibited on constant volume fans and variable volume fans with motors 10 horsepower. Plans reference page/section: Plans reference page/section: ✓ 4. Hot Gas Bypass Limitation.Cooling systems does not use hot gas bypass or other evaporator pressure control unless the equipment is ✓ 26.Hdronic system balancing Individual h dronic heating and cooling coils are equipped with means for balancing and pressure testdesigned with multiple steps(or continuous)capacity modulation. connections. Plans reference page/section: Plans reference page/section: ✓ 5. Supply air economizers shall be provided on each cooling system and are capable of providing 100-percent outdoor air,even if additional mechanical cooling is required to meet the cooling load of the building.Systems provide a means to relieve excess outdoor v 27.Manuals.The construction documents require that an operating and maintenance manual be provided to the building owner by the air during economizer operation to prevent overpressurizing the building. mechanical contractor.See long description for specifications. Plans reference page/section: Plans reference page/section: ✓ 28.Air System Design and Control. Each HVAC system having a total fan system motor nameplate hp exceeding 5 hp meets the provisions Requirements Specific To: EBB-1 (1 kW) : of Sections 503.2.10.1 through 503.2.10.2. E so, 1. Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a Plans reference page/section: _ __ ca- minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. v 29.Allowable fan floor horsepower.Each HVAC system at fan system design conditions does not exceed the allowable fan system motor 0 Plans reference page/section: nameplate hp(Option 1)or fan system bhp(Option 2)as shown and calulated in requirement details. © Requirements Specific To: EBB-2 (1.5 kW) : Plans reference page/section: u) w J 0 Project Title: FARMERS HILLSBORO OFFICE RELOCATION Report date: 07/03/17 Project Title: FARMERS HILLSBORO OFFICE RELOCATION Report date: 07/03/17 2 Data filename: P:CHO\MEP_E\ZHK350001Design_InformationlEnergy Codelcomcheck_mech.cck Page 2 of 5 Data filename:P:CHO1MEP_E\ZHK350001Design_InformationlEnergy Codelcomcheck_mech.cck Page 4 of 5 0 CO l.C) CD a 2 rJr^^ VJ I-, w w r2�/� yJ 0 Q 0 a a a Lo co. 2 1V Project �I No: ZHK35000 Q 1.1.1 Sheet Title O 2 0 MECHANICAL a' COMPLIANCE QD CERTIFICATE r N 1~ Original drawing Is 42 x 30. Do not scale contents ofs rowing. T CD N Sheet Number co ti 'ci M 0 0 7 0 in_ REFERENCE ONLY NOT APPROVED WITH THIS PERMIT se II cc) P11111 BSA IGO ,:'-','' ' ' ' z:f ,,, i ° I i ______ _ 9 I I I 1 I r ! FARMERS € € I I 1 INSURANCE i . 1 i I I E I w - - -0 Project FARMERS HILLSBORO rl Q' OFFICE RELOCATION 14"0 (E) et14"0 (E) 14"0 (E) 1110 (E) 14"0 (D) Prepared For C D I I i I I '{ 1 1 _ _ _ _. _ � _ - - - - - - - - - - _- _ _ _ _ __ wAgAwito _ _ _ _ _ _ _ _ W - FARMERS INSURANCE META,..STRAP TO ' I c21 ° ' CIoGnAtrRacDt,NOR 11 E REMOVED itI _ 9 r, m r, 16.24752.00I , 1 I u I 14"0(D) �_ t I L. � I 1 - I 1 ! F 8 I - I U 1 + II I Ivp I € Fri I ! 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COORDINATE WITH Project f CONDITIONS BASED ON EXISTING DURING THE CONSTRUCTION. ASSOCIATED DIFFUSERS, HANGERS ROOF PLANS AND NEW WORK. No. ZHK35000 BASE BUILDING DRAWNGS AND SITE REMOVE FILTERS AFTER PROJECT IS AND SUPPORTS BACK TO VERTICAL Sheet Title o SURVEY. CONTRACTOR SHALL COMPLETE. PENETRATION. 5. REMOVE EXISTING MEDIUM HVAC DEMOLITION VERIFY QUANTITY, LOCATION, AND PRESSURE BACK TO POINT OF SIZE OF ALL EXISTING SYSTEMS AND 2. DEMOLISH EXISTING DUCTWORK DISCONNECTION. SEE SHEET M2-01A PLAN - AREA A Q EQUIPMENT AND APPLY THE SCOPE BACK TO MEDIUM PRESSURE. CAP AT FOR NEW DUCT CONNECTION. PRESENTED HERE ACCORDINGLY. LOCATION INDICATED. VERIFY ROUTING OF ALL DUCTWORK 0 TO BE DEMOLISHED UNDER THIS 3. REMOVE EXISTING THERMOSTATS Original drawing is 42 x 30. Do not scale contents of this drawing. CNI CONTRACT AND COMPLETELY WITH ASSOCIATED CONTROLS, Sheet Number R. REMOVED PER KEY NOTES. WIRING AND ACCESSORIES. TURN a) OVER TO OWNER. D20 01 _ 0 a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT "1"14bi SM FARMERS INSURANCE Project l i i I l 18 I I • . FARMERS HILLSBORO 1 I I OFFICE RELOCATION Ii i I i N 111 0 Prepared For , I ! 1 D AREAA IiiiihIIII FARMERS INSURANCE 0 o. — - - - - _ -�- ... - . .__ - r - - - - - - - - - _ - - - _ �-_ _ _ - — - _ _ - � r... r m '_ � , TIGARD, OR AREAB AB I i —.3 I I Contract No: 16.24752.00 I I I l l 1 1 1 I I i I 1 1 I I i E I I l I I 0 C) i i + ti ! I l i 6 i L_3 ] o 0 i i l I I 0 ' Ihik I I I l i Hellmuth, Obata + Kassabaum, Inc. 9530 Jefferson Boulevard i I i I I I Allul .... ' .-. 111111111111111111.. i Culver City, CA 90232 USA l t +1 310 838 9555 f +1 310 838 9586 I l All reproduction&intellectual property rights reserved ' 111 I I I I ' I 2015 -- i I In Association with 1116111_ " T _ _ _ _ _ - _ ____.61_ --- --- -. _.._ __ . ... _.. ___-_._ _. _ _-- _ _ - ____-- _ _ CI , 1 I I e © 41111 _.... 0 i N 6 I I l 0 • GROUP € i I I I 1 i !2J ! 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COORDINATE WITH Noje ZHK35000 w CONDITIONS BASED ON EXISTING DURING THE CONSTRUCTION. ASSOCIATED DIFFUSERS, HANGERS ROOF PLANS AND NEW WORK. 2 BASE BUILDING DRAWNGS AND SITE REMOVE FILTERS AFTER PROJECT IS AND SUPPORTS BACK TO POINT OF Sheet Title o SURVEY. CONTRACTOR SHALL COMPLETE. DISCONNECTION. HVAC DEMOLITION VERIFY QUANTITY, LOCATION, AND SIZE OF ALL EXISTING SYSTEMS AND 2. DEMOLISH EXISTING DUCTWORK PLAN - AREA B EQUIPMENT AND APPLY THE SCOPE BACK TO MEDIUM PRESSURE. CAP AT v PRESENTED HERE ACCORDINGLY. LOCATION INDICATED. cr)r VERIFY ROUTING OF ALL DUCTWORK oTO BE DEMOLISHED UNDER THIS 3. REMOVE EXISTING THERMOSTATS Original drawing is 42 x 30. Do not scale contents of this drawing. CONTRACT AND COMPLETELY WITH ASSOCIATED CONTROLS, Sheet Number co ti REMOVED PER KEY NOTES. WIRING AND ACCESSORIES. TURN a) OVER TO OWNER. m D201 i_. 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Sheet Title DUCTWORK AND EQUIPMENT IN ACCESSORIES BETWEEN MAIN SUPPORTS. SEE MECHANICAL SUPPORTS. SEE MECHANICAL CONDUITS, ACCESSORIES, AND COORDINATE WITH ELECTRICAL. o FIELD. 5. PROVIDE ALL NECESSARY OFFSETS, 7. COORDINATE EXACT LOCATION AND 2. PROVIDE NEW VVT BOX WITH SUPPLY AND RETURN DUCTWORK. SCHEDULE. COORDINATE WITH SCHEDULE. COORDINATE WITH SUPPORTS. REFER TO MECHANICAL HVAC PLAN - AREA A a TRANSITIONS, FITTINGS ETC. TO ELEVATION OF THERMOSTATS WITH ASSOCIATED ZONE THERMOSTAT FIELD VERIFY FOR EXACT LOCATION. ELECTRICAL AND ROOF PLANS. ELECTRICAL. SCHEDULE AND COORDINATE WITH 12. PROVIDE NEW EXHAUST DUCT IN 2 2. PROVIDE BALANCING DAMPERS AT COORDINATE NEW DUCTWORK AND ARCHITECT. CONTROLS, POWER, WIRING, BYPASS WT SYSTEM SHALL BE ELECTRICAL. PANTRY AREA TO BE OPERATED BY DEFERENCE LY N ALL BRANCH DUCTS AND DIFFUSER TERMINAL UNITS WITH STRUCTURAL CONDUITS, ACCESSORIES, HANGERS INSTALLED TO COMMUNICATED WITH 5. PROVIDE NEW TOILET EXHAUST 7. PROVIDE DISCHARGE AIR SENSORS SWITCH. CONNECT DUCTWORK TO SOT Ah4'ROVFD ��'t i H T1 IIS PFR TIT a- TAKE-OFFS PER SPECIFICATION AND ALL OTHER TRADES AS 8. ALL THERMOSTATS LOCATED ON AND SUPPORTS. SEE MECHANICAL EXISTING AND NEW ROOF TOP DUCTWORK WITH ASSOCIATED CONNECTED TO VVT CONTROLLER. 10. PROVIDE TRANSFER DUCT WITH EXHAUST FAN LOCATED ON ROOF. M r EVEN IF NOT SHOWN ON PLAN. REQUIRED. PROVIDE SMOOTH PERIMETER WALLS SHALL HAVE SCHEDULE. UNITS.CONTRACTO SHALL PROVIDE GRILLES, HANGER AND SUPPORTS. ACOUSTIC LINING. SEE DETAILS FOR N. TRANSITIONS, RADIUS FITTINGS, INSULATED PLATES. COORDINATE ALL NECESSARIES, WIRING, EXTEND AND CONNECT TOILET $. PROVIDE NEW STATIC PRESSURE ADDITIONAL INFORMATION. 13. PROVIDE LINED ELBOW FOR ALL Original drawing is42 x 30_ bo not scale contents of this drawing. 0 3. COORDINATE WORK WITH ALL TURNING VANES, ETC. ELEVATION OF UNITS WITH TRANSFORMER AND CONTROL EXHAUST DUCTWORK TO TOILET SENSOR CONNECTED TO VVT DUCTED RETURNS BACK TO ROOFTOPco sheet Number OTHER TRADES-iTi . ARCHITECT. 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PROVIDE NEW EXHAUST FAN TO wl CONTRACTOR SHALL VERIFY EXACT SIZED BY DIFFUSER NECK SIZE REPRESENT REQUIRED INSIDE ASSOCIATED DIFFUSERS, HANGERS ASSOCIATED CONTROL DAMPER, ASSOCIATED CONTROLS, POWER, ASSOCIATED CONTROLS, POWER, HEATERS WITH ASSOCIATED THERMOSTATICALLY CONTROL AREA. Project ZHK35D00 l0_ LOCATION OF DIFFUSERS, UNLESS OTHERWISE NOTED. CLEAR DIMENSIONS. AND SUPPORTS. CONTROLLER, POWER AND CONDENSING UNIT, HANGERS AND ACCESSORIES, HANGERS AND CONTROLS, POWER, WIRING, SEE MECHANICAL SCHEDULE. DUCTWORK AND EQUIPMENT IN ACCESSORIES BETWEEN MAIN SUPPORTS. SEE MECHANICAL SUPPORTS. SEE MECHANICAL CONDUITS, ACCESSORIES, AND COORDINATE WITH ELECTRICAL. Sheet Title o FIELD. 5. PROVIDE ALL NECESSARY OFFSETS, 7. COORDINATE EXACT LOCATION AND 2. PROVIDE NEW VVT BOX WITH SUPPLY AND RETURN DUCTWORK. SCHEDULE. COORDINATE WITH SCHEDULE. COORDINATE WITH SUPPORTS. REFER TO MECHANICAL HVAC PLAN - AREA B a TRANSITIONS, FITTINGS ETC. TO ELEVATION OF THERMOSTATS WITH ASSOCIATED ZONE THERMOSTAT FIELD VERIFY FOR EXACT LOCATION. ELECTRICAL AND ROOF PLANS. ELECTRICAL. SCHEDULE AND COORDINATE WITH 12. PROVIDE NEW EXHAUST DUCT IN a 2. PROVIDE BALANCING DAMPERS AT COORDINATE NEW DUCTWORK AND ARCHITECT. CONTROLS, POWER,WIRING, BYPASS WT SYSTEM SHALL BE ELECTRICAL. PANTRY AREA TO BE OPERATED BY ALL BRANCH DUCTS AND DIFFUSER TERMINAL UNITS WITH STRUCTURAL CONDUITS, ACCESSORIES, HANGERS INSTALLED TO COMMUNICATED WITH 5. PROVIDE NEW TOILET EXHAUST 7. PROVIDE DISCHARGE AIR SENSORS SWITCH. CONNECT DUCTWORK TO TAKE-OFFS PER SPECIFICATION AND ALL OTHER TRADES AS 8. ALL THERMOSTATS LOCATED ON AND SUPPORTS. SEE MECHANICAL EXISTING AND NEW ROOF TOP DUCTWORK WITH ASSOCIATED CONNECTED TO WT CONTROLLER. 10. PROVIDE TRANSFER DUCT WITH EXHAUST FAN LOCATED ON ROOF. cn EVEN IF NOT SHOWN ON PLAN. REQUIRED. PROVIDE SMOOTH PERIMETER WALLS SHALL HAVE SCHEDULE. UNITS.CONTRACTO SHALL PROVIDE GRILLES, HANGER AND SUPPORTS. ACOUSTIC LINING. SEE DETAILS FOR Q TRANSITIONS, RADIUS FITTINGS, INSULATED PLATES. COORDINATE ALL NECESSARIES, WIRING, EXTEND AND CONNECT TOILET 8. PROVIDE NEW STATIC PRESSURE ADDITIONAL INFORMATION. 13. COORDINATE DUCTED PENETRATION Original drawing is 42x80. Do not scale contents of this drawing. 3. COORDINATE WORK WITH ALL TURNING VANES, ETC. ELEVATION OF UNITS WITH TRANSFORMER AND CONTROL EXHAUST DUCTWORK TO TOILET SENSOR CONNECTED TO VVT THROUGH WALL ABOVE MOVABLE Sheet Number co OTHER TRADES. ARCHITECT. COMPONENTS FOR OPERATIONAL EXHAUST FAN ON THE ROOF. SEE CONTROLLER. PARTITION. SYSTEM. ROOF PLAN SHEETS M2-03 AND M2-04. Ivi 2 0 i '"' 0 REFERENCE ONLY NOT APPROVED WITI-I THIS PERMIT " e 0 00 0 see D 0 B I A r; € € € _ I_ i _ _ _ _ _ _„ _ _ _ -— -€ - - - - - - - - - - - € I I --- _ _ _ - - - - - - - - ------1:—„,„:----:--- - _ _ I _ I _ I I I I I Isw 1 I t I = FARMERS I I II € € € I = I I € I I INSURANCE ,_ _ _ _ __ _ _ 1 I I 7 € ... ..,.,�_- .� .. 1 t E ! € MR OM ins '_ DDLE Illrr�rl HUDDLE I Project 201A 202 I € € 1 I I € CONF, I € FARMERS HILLSBORO w � I 102 € , € , , € 1 RECEPTION € = OFFICE RELOCATION 101 I I Prepared For € , I , I € I_ . �i�`.,a_`. . ... . ...:' :h:v'. c ,� : ~��.\3i „-kC, �'� a`:t,ne a'x'^`.,. w,,:,.ah�.,a,e�.,.. .....,.. r" . . .,,.,w +Ply. —$yrs—t r- ,. < .<� :......n.��""a.�.c �:'"�"'" ' �,. . �i:....... .°'^> .�:.,a .,�....,... ..,.. .,.., .... .,.. .,:,.. ,.» ..... e8� ,.,... n , .,. 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CONTRACTOR SHALL VERIFY FOR CONCEALED FROM VIEW WHERE ROOFTOP UNIT. PUMP WITH ASSOCIATED CONTROLS, Sheet Title o EXACT LOCATION OF EXISTING GAS POSSIBLE. ROUTE VERTICAL PIPING POWER, PIPING, HANGER, SUPPORTS, 6. DISCHARGE CONDENSATE ABOVE PIPING PLAN - AREA A a SUPPLY PIPING WITHIN CEILING TIGHT TO NEAREST STRUCTURAL 2. EXISTING GAS PIPING HEADER AND DRIP PAN. EXTEND PUMPED OPEN SITE DRAIN WITHIN JANITOR'S STRUCTURE, COLUMN WHERE POSSIBLE. LOCATED WITHIN STRUCTURAL DRAIN LINES TO OPEN SITE DRAIN AT CLOSET. a. TRUSSES IN CEILING. CONTRACTOR CAFE. COORDINATE WITH PLUMBING 3. ALL GAS PIPING TO BE INSTALLED 5. EXISTING GAS CONNECTIONS TO VERIFY EXACT ROUTING AND PIPE AND ELECTRICAL. T PER INTERNATIONAL FUEL GAS AND SHOWN FOR REFERENCE ON THIS SIZE. G. G. OREGON MECHANICAL SPECIALTY SHEET ONLY. 4. NEW REFRIGERANT PIPING TO/FROM Original drawing is 42 x 30. Do not scale contents of this drawing. CODES. ROOF AT LOCATION SHOWN. REFER Sheet Number cm TO DETAIL 13/M5-02. CD mp 2 0 1 ti_ 0 12 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT sw FARMERS INSURANCE Project Ll l FARMERS HILLSBORO I ______ - -�- - _ OFFICE RELOCATION ° l ---`� MOTHERS UNISEX 11- 1 I ; I ROOM RESTROOM Prepared For AREAA Li ; ; 115 116 AREAA FARMERS INSURANCE ! � n. - � ,— - - -- _ ,. _ _ -- _ _-_ - - _ - - 2r.---- --- - - - - - _ _ ter.. _ ..... .., � - - - - - — _ _ _.. TIGAR OR AREA B —1-1l " CONiDE #29E — - - - - —- -----%R 'A B COPY STORAGE Contract No: 16.24752.00 JAN. CLO ET 0 ML 0 114 PING ��� i I 121 12�s ' I I Ei 1 I// -:- pir or 1 I i opir- I I " i 4 JJOMEN'SRR if I I (Ay., ' { 1 I I �" \~` I MOF 113 4"1V _ .. 0 I I ,. + 1 pI J _ j P L____I ! I I ,, iHUDDLE I o I®I •- 2. ' . /FM tIM V 1EN' � � E -� 1 !: ., Th Hellmuth, Obata + Kassabaum, Inc. 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CONDENSATE PIPING TO ROUTE FROM 1111 ANY AND ALL PIPE PENETRATIONS. CONDENSATE PIPING SHALL BE CONNECTION UP THROUGH ROOF AT TO BE INSTALLED AT LOCATION. NEW SUPPLEMENTAL COOLING UNITS Project l INSTALLED SO THAT IT IS VISIBLY LOCATION TO SERVE EXISTING PROVIDE NEW CONDENSATE DRAIN TO JANITOR'S CLOSET 114. No. ZHK35000 2. CONTRACTOR SHALL VERIFY FOR CONCEALED FROM VIEW WHERE ROOFTOP UNIT. PUMP WITH ASSOCIATED CONTROLS, Sheet Title EXACT LOCATION OF EXISTING GAS POSSIBLE. ROUTE VERTICAL PIPING POWER, PIPING, HANGER, SUPPORTS, 6. DISCHARGE CONDENSATE ABOVE PIPING PLAN AREA B a --SUPPLY PIPING WITHIN CEILING TIGHT TO NEAREST STRUCTURAL 2. EXISTING GAS PIPING HEADER AND DRIP PAN. EXTEND PUMPED OPEN SITE DRAIN WITHIN JANITOR'S a STRUCTURE. COLUMN WHERE POSSIBLE. LOCATED WITHIN STRUCTURAL DRAIN LINES TO OPEN SITE DRAIN AT CLOSET. co TRUSSES IN CEILING. CONTRACTOR CAFE. COORDINATE WITH PLUMBING 4 3. ALL GAS PIPING TO BE INSTALLED TO VERIFY EXACT ROUTING AND PIPE AND ELECTRICAL. 7. PROVIDE AND INSTALL NEW 3/4" GAS CO PER INTERNATIONAL FUEL GAS AND SIZE. PIPING CONNECTION THROUGH ROOF r o OREGON MECHANICAL SPECIALTY 4. NEW REFRIGERANT PIPING TO/FROM TO NEW ROOFTOP UNIT. original drawing is 42 x 30. Do not scale contents of this drawing. CODES. ROOF AT LOCATION SHOWN. REFER INSTALLATION TO MATCH EXISTING Sheet Number t- TO DETAIL 131M5-02. PER MANUFACTURER'S GUIDELINES. cu KA p 2 0 1 Illi 0 CL REFERENCE ONLY NOT APPROVED WITH THIS PERMIT H 1 B € A ii.- ,.,-- I § I I_ S I4110 V ,- i I I � i t 1 I S I § 1 1 FARMERS I E S 1 1 I i § I 3 INSURANCE 1 E I I I § [ i I I0_ - • • • • • 7'777- • ' Ill MEI / I i\\ '' \ 7 t / \,` - . . .. '„- I •- `s,; ••�, '�•/� `\. . • • • ' / \\\ / ' ``\ tai ' I 1 1; ,-camE i ! I f. j 'I �i - •-/ \,. 3 /.. T \ E // \� • i I ! HUD' - - - -" UUU I I I 1• - -- -.. I c .. ' -- - - __ - - _, _ ® - - - -14 '4� - �- _ Project 111 0° EmilA i 202 202 i I I ti,� . 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FARMERS HILLSBORO I OFFICE RELOCATION i 11, , , Prepared For _ u„ _ _ _ _ _ _ _ r::: _ _ _ _ _- _ _________11111,111 _ _ _ __ _ _ _ _ - -_ - - - _ ._..-._ ... - - - - ._.. _ _ ..—.... _ _ FARMERS INSURANCE ( ° { ' TIGARD, OR Contract No: 16.24752.00 Pi+I I I I i I t I t 1 1111. I ! { t ! I � { { v i (N) ( Hellmutb, Obata + Kassabaum, Inc. 9530 Jefferson Boulevard I I Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 ! I "t I I I I — 1 All reproduction &intellectual property rights reserved Q I I # 2015 I I In Association with r ' RTU I ° I ! I � 0� �E) Q RTU r { ® (E} { 0 RTU (E) RTU I Q RTU • 1 RTU RTU RTU4111111111 o aiiI © 4 (E) ©(E) 6 (E) ®(E) 8 (E) ' SYsia HENNEssY yam_ - - - � — . _ _. . - -- - - - - - - _ ! . _ _ � i W_ =---� i y_.--' �� — -- — — — a — _ _ _ _ _ GROUP S ° x I \ i n,. KN"-� I R i r";::,.1E7 A member company of SH Group.Inc. 14.1 \_.N[ � I X i -. I\ / I I \ / ° { � 6° c ! `--° I r"\ ° I /"\° 17...---1 l °\x� ° 5 ska Henness Grou Inc. L J 330 N.Wabash Ave. p Suite 1505 I I I I I I I I Chicago, IL 60611 Tel 312.588.3560 Fax:312.588.3579 I I I I I I { I www.syska.com r 1 E I 1 1 _ I ! ! I. - - - - - __ --- .—. .- --._... 1 I ° ! I I I , Key Plan I I i I 6 ,...; 77 N I ! I I l I r i ! ! ° ° ► I / / / l I I I ! ! I I S I I I i I II E I I 1 1 r — �_ 1 1 I � � — — — -�-- -�- 1 � I I � I i I 1 I Professional Seals ��0 PROpe c. .*.- E { i t I i i I l AREA A I I g ,c �E�t]N ry¢m Ii AREA A- AREA B7 i a �A REA B �- ! { I I ° i I I No_ Description Date y I ! { vlikik O I I I I 1 90°/o REVIEW June 26 2017 (N) 2 BID/PERMIT July 06 2017 ®Q© I , I I I v I I I I I (N) Ci) MECHANICAL ROOF PLAN -AREA A North C[)) 118"= 1'-0" i LL 0 0 c J a U_ Z Q 2 W 0 8' 16' N O N R En i- LJJ LLJ CO Cl Q 0 EXISTING RTU NOTES - FOR REFERENCE ONLY SHEET NOTES n SHEET KEYNOTES N 1. REFER TO MECHANICAL SCHEDULES 1. CONTRACTOR SHALL COORDINATE 3. CONTRACTOR SHALL PROTECT 5. CONTRACTOR TO VERIFY & TEST 1. EXISTING RTU TO REMAIN. PROVIDE 3. EXTEND EXHAUST DUCTWORK DOWN dl ON M0-05 FOR ROOFTOP UNIT WITH BASE BUILDING ENGINEER EXISTING ROOF DURING THE PROPER OPERATION OF EXISTING NEW CONTROLLERS AND ALL TO EXHAUST AIR DEVICES. FIELD Project 11' INFORMATION. RTU-1 THROUGH AND OWNER FOR WORKING ON THE CONSTRUCTION. INFORM BASE ROOF TOP UNITS, CONTROLS AND COMPONENTS AS REQUIRED THE VERIFY FOR EXACT ROUTING. No: ZHK35000 O RTU-9 ARE EXISTING TO REMAIN. ROOF AND ROOFING WARRANTY. BUILDING ENGINEER OR OWNER ACCESSORIES, REPAIR OR UNITS TO BE COMPATIBLE WITH NEW Sheet Title 0 PRIOR TO START ANY WORK. REPAIR REPLACEMENT OF EXISTING VVT SYSTEM. COORDINATE WITH VVT 4. PROVIDE NEW AIR COOLED MECHANICAL ROOF lz 2. CONTRACTOR SHALL VERIFY ROOF 2. VERIFY EXACT LOCATION OF NEW AND MODIFY EXISTING ROOF AS EQUIPMENT AS NECESSARY TO MANUFACTURER. CONDENSING UNIT WITH ASSOCIATED CONDITIONS PRIOR TO STARTING EQUIPMENT AND EXISTING ROOF REQUIRED. RESTORE EXISTING EQUIPMENT TO CONTROLS, POWER, ACCESSORIES. PLAN - AREA A N WORK. CURBS AND ROOF DRAINS. EXISTING PROPER OPERATION. 2. PROVIDE NEW ROOF MOUNTED PROVIDE WITH 12" HIGH CURB. Co ROOF DRAIN SHALL NOT BE 4. MAINTAIN ALL OUTSIDE AIR DOWNBLAST EXHAUST FAN WITH 3. ALL NEW EQUIPMENT SHALL BE BLOCKED BY ANY NEW EQUIPMENT. OPENINGS AT MINIMUM OF 15 FT ASSOCIATED CONTROLS, POWER, 5. PROVIDE NEW REFRIGERANT PIPING MOUNTED TO THE ROOF PER FROM ANY NEW OR EXISTING CONTROLS DAMPERS, ACCESSORIES WITH ASSOCIATED VALVES, HANGER 0 Original drawing is 42 x 30_ Do not scale contents of this drawing. OREGON MECHANICAL SPECIALTY EXHAUST OPENING. AND 10" HIGH ROOF CURB SUPPORTS. AND SUPPORTS. EXTEND PIPING Sheet Number ti CODE WITH CONSIDERATIONS FOR SEE MECHANICAL SCHEDULE. DOWN TO CRAG UNIT. SEE cu SEISMIC LOADING AND SUPPORTS. COORDINATE WITH ELECTRICAL. MECHANICAL SCHEDULE. 202 .A 0 d REFERENCE ONLY T NOT APPROVED WITH „-�`'�. .�a Wim... stu FARMERS INSURANCE Project I i 1 FARMERS HILLSBORO OFFICE RELOCATION = I 1 I 1 ! Prepared For AREAA AREAA FARMERS INSURANCE ttttttt tttttttttt.. r. .. �, J. -P.�AI�.. J� �. Y _ ,0F - - — —_ — — — __ _ — _ i ^ - — -�- • - - - - TIGARD, OR AREA B �AR A B 1 1 Contract No: 16.24752.00 1 71# _ I I W ! 1 1 I i I 1 ill ©© W ! l 1 I 1 1 , (N) ! I I ! I I I 1 I I + � I ! I 1 1 I I 1 I i i I 4 1 li Hellmuth, Obata + Kassabaum, Inc. 9530 Jefferson Boulevard ! I ! '1 1 I ! 1 1 .- ®©© RTU Culver City, CA 90232 USA © I O 9 E 1 1 I t +1 310 838 9555 f +1 310 838 9586 (N) ( )fk ( I I RT' I All reproduction&Intellectual property rights reserved ! 1 1 I I i lJ 2015 �+ O 10 l In Association with 1 Ai MEM lin= ._..y.. _ _...___... _ I _ _ _ – -- —I_ __.-._- __ ._..--_ _ _.---_..-. .- _---__. �A — ci L4><,1 . – —–— –— – — – —– — – —–— — – I – 0 Lit -c• 1 : 1 1 I I t 1 1 I I I I ill ° 11 HENNESSY GROUP 1 I L I I 1 1 1 A member company of SH Group,Inc. r ® - - gee lor.i• • Syska Hennessy Group, Inc, ( '�� I �O 4 1- _I TNX\A _._ ._. ..... ...... -..... _ I 1 l 334 N.Wabash Ave. © 3 © (N) — ( (N) Suite 1505 (N) (N) Chicago, IL 60611 I I till I iOH 1 1 I Tel 312.588 3560 Fax:312.588.3579 1 1 O www.syska.com I I 1 I I I ! I 1 ! I 1 1 1II Key Plan ( 1 I I 1 1-1.1 I I ,f ! I I I i I I 1 ,.r"'r-r..... I I 'It � II I I I I I I Il 1 ! I € )i 1 I tl .— — .... ”" '— — ._ �...._....-. ..._....,...._ — — a` ," .,,., ..,. �- . - •t .. - .. _ wx. .. ..3k! R7KRF,�Trt..+�+wr!.w�we.... - 6• I I I I Professional S7:144* , 0AD::0,,pft, 0. /�L nc T 4 MECHANICAL ROOF PLAN -AREA B 1111 North 118"=1-0" EcPi : 40;11ta , No. Description Date 1 90%REVIEW June 26 2017 2 BID/PERMIT July 06 2017 • E L • n� V 0 Z !2 Li. 0 N0 J Q _0 2 Q M �. 0 Lu 0 8' 16' CV -- O N CI} 1- w W CO 0 0 EXISTING RTU NOTES - FOR REFERENCE ONLY SHEET NOTES O SHEET KEYNOTES cn . L 1. REFER TO MECHANICAL SCHEDULES 1. CONTRACTOR SHALL COORDINATE 3. CONTRACTOR SHALL PROTECT 5. CONTRACTOR TO VERIFY & TEST 1. EXISTING RTU TO REMAIN. PROVIDE 3. PROVIDE NEW ROOF MOUNTED 5. PROVIDE NEW AIR COOLED W1 ON M0-05 FOR ROOFTOP UNIT WITH BASE BUILDING ENGINEER EXISTING ROOF DURING THE PROPER OPERATION OF EXISTING NEW CONTROLLERS AND ALL DOWNBLAST EXHAUST FAN WITH CONDENSING UNIT WITH ASSOCIATED Project w No: ZHK35000 INFORMATION. RTU-1 THROUGH AND OWNER FOR WORKING ON THE CONSTRUCTION. INFORM BASE ROOF TOP UNITS, CONTROLS AND COMPONENTS AS REQUIRED THE ASSOCIATED CONTROLS, POWER, CONTROLS, POWER, ACCESSORIES. o RTU-9 ARE EXISTING TO REMAIN. ROOF AND ROOFING WARRANTY. BUILDING ENGINEER OR OWNER ACCESSORIES. REPAIR OR UNITS TO BE COMPATIBLE WITH NEW CONTROLS DAMPERS, ACCESSORIES PROVIDE WITH 12" HIGH CURB Sheet Title 0 PRIOR TO START ANY WORK. REPAIR REPLACEMENT OF EXISTING VVT SYSTEM. COORDINATE WITH VVT AND 10" HIGH ROOF CURB SUPPORTS. SUPPORTS. MECHANICAL ROOF a: 2. CONTRACTOR SHALL VERIFY ROOF 2. VERIFY EXACT LOCATION OF NEW AND MODIFY EXISTING ROOF AS EQUIPMENT AS NECESSARY TO MANUFACTURER. SEE MECHANICAL SCHEDULE. Q CONDITIONS PRIOR TO STARTING EQUIPMENT AND EXISTING ROOF REQUIRED. RESTORE EXISTING EQUIPMENT TO COORDINATE WITH ELECTRICAL. 6. PROVIDE NEW REFRIGERANT PIPING PLAN - AREA B �, WORK. CURBS AND ROOF DRAINS. EXISTING PROPER OPERATION. 2. CONTRACTOR TO PROVIDE NEW RTU WITH ASSOCIATED VALVES AND co ROOF DRAIN SHALL NOT BE 4. MAINTAIN ALL OUTSIDE AIR AT LOCATION TO MATCH EXISTING 4. EXTEND EXHAUST DUCTWORK DOWN SUPPORTS. EXTEND PIPING DOWN TO • 3. ALL NEW EQUIPMENT SHALL BE BLOCKED BY ANY NEW EQUIPMENT. OPENINGS AT MINIMUM OF 15 FT UNITS. REFER TO MECHANICAL TO EXHAUST AIR DEVICES. FIELD CRAC UNIT. SEE MECHANICAL C) MOUNTED TO THE ROOF PER FROM ANY NEW OR EXISTING SCHEDULE ON M0-05 FOR ADDITIONAL VERIFY FOR EXACT ROUTING. SCHEDULE. Original drawing is 42 x a0. Do not scale contents of this drawing. OREGON MECHANICAL SPECIALTY EXHAUST OPENING. INFORMATION AND REQUIRED Sheet Number P-- CODE WITH CONSIDERATIONS FOR ACCESSORIES. 7. PROVIDE 3/4" NEW GAS PIPE SEISMIC LOADING AND SUPPORTS. CONNECTION TO SERVE NEW RTU. Ivi 2 0 2 _ g O INSTALLATION TO MATCH EXISTING. a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT STANDARD OPTION #1 OPTION #2 OPTION#3 AIR FLOW TAKE-OFF DETAIL TAKE-OFF DETAIL TAKE-OFF DETAIL TAKE-OFF DETAIL SHEET METAL OR FLEXIBLE DUCT BUCKLEY BUCKLEY BUCKLEY BUCKLEY ��ii, = STANDARD 45° AS SPECIFIED BELLMOUTH v I-- MINI-BELLMOUTH OVAL-BELLMOUTH RECTANGULAR TO ROUND FIRST CONNECTION CONNECTION C8LE8DNNTION rte® VOLUME DAMPER WITH p o AIR FLOWBOOT CONNECTION f BRANCH H w'� LOCKING TYPE INDICATOR ROUND VOLUME MODEL BMD MODEL MBMD MODEL 3300D V _ -TRANSITION QUADRANT AND SADDLE TO DAMPER, SEE DETAIL 1.5xWs,, PROVIDE ACOUSTICAL BRANCH DU CLEAR INSULATION LATERAL TAP /�1.5" RADIUS \ ( 0.5" RADIUS. \ / 1.5" RADIUS INLET DUCT MINIMUM LINING -SEE NOTE 2. �� MINIMUM �� MINIMUM �� MINIMUM FARMERS I _ _ / 1 ROD QUARE VD ` 1 VD J VDI 450- 11:1; I— 1 ---i 114W', 4" MINIMUM MAIN END BEARING---_______X- I R=D �� DUCT I AlaI I L —-— J ROUND OR FLEX SEE NOTE I ii I 1 DUCT WORK (TYPICAL) —/ \ 1 © I I / MAIN DUCT (TYPICAL) A L_, _ sk t23,,,..J Project ' ROUND DUCT INIMUM ROUND DUCT INIMUM ROUND DUCT INIMUM ROUND DUCT MINIMUM - CONTROL N45\ , DUCT •PENINe DUCT DUCT •PENINe DUCT DUCT OPENING DUCT DUCT OPENING DUCT FARMERS HILLSBORO ENCLOSURE SIZE SIZE HEIGHT SIZE SIZE HEIGHT SIZE SIZE HEIGHT SIZE SIZE HEIGHT 3xD z SUPPLY 450 5„� 8"� 9" 5„� - - "� - - 5"� 5° x 10" 7" — OFFICE RELOCATION *MINIMUM AIR FLOW 6"O 9"0 10" 60 7"O 9" 6"O — — 6"0 6" X 12„ 8" 2 W / _ AIR _ 7"O 10"O 11" 7"0 — — 7110 9"x10-9116" 10„ 7„O 6” X 12" 8" ACCESS SPACE FLOW IIIII 8"O 11"O 12" 8"0 9"O 11" 8"0 9"x12-118" 10" 8"0 6-112" X 12" 8-112" Prepared Far RETURNIEXHAUST 9"O 12"� 13" 9"O - - 9"0 9"x13-1/2" 10" 9"0 6-1/2" X 14” 8-1/2” FARMERS INSURANCE 10"0 13"O 14" 10"O 11"O 13" 10"0 9"x15-114" 10" 10"O 6-112" X 16" 8-112" L __ __ J AIR FLOW •.-- 11987602:::::!00 120 15"0 11111140633,::'::', 6" 12"0 — _i 12"0 9"x18-3/8" 10" 12"0 8-112" X 18" 10-112" 140 17"O 18" 14"O — — 14"0 9"x21-112" 10" 14"0 10" X 20" 12" TIGARD, OR 16"0 19"O 20" 16"0 — — 16"O 9"x24-5/8" 10" 16"0 12" X 24" 14" NOTES: NOTE: Contract No: 16.24752.00 NOTES USE WHERE BRANCH DUCT IS NOTES: 1. * IF THE DUCT IS CLOSED COUPLED TO THE MAIN, PROVIDE A FLOW 1. USE AS HIGH PRESSURE BRANCH ROUND FROM ROUND MAIN AND 1. OPTIONAL FITTING'S TO BE USED WHEN DUCT HEIGHT STRAIGHTENING DEVICE. CONNECTIONS WHERE BRANCH AIR BRANCH DUCT AIR QUANTITY IS 50% DOES NOT PERMIT THE USE OF THE STANDARD SIZE 2. PROVIDE ACOUSTIC LINING IN RECTANGULAR SECTIONS OF DISCHARGE QUANTITY IS LESS THAN 1000 CFM. OR LESS OF TOTAL AIR FLOW. BELLMOUTH. AND RETURN (IF APPLICABLE)AIR DUCTWORK CONNECTED TO THE VVT 2. NOT TO BE USED AS SUBSTITUTE FOR TERMINAL UNIT FOR FIRST TO 15'-0". ROUND TAKE-OFFS DO NOT NEED TO 2. BENDING THE EDGES OF BELLMOUTHS IS NOT BE LINED. ELBOW. ALLOWED. q 3. PROVIDE VOLUME DAMPERS AS SHOWN 3. "MINIMUM" DUCT HEIGHT SHALL BE BASED ON CLEAR ON DRAWINGS AND AS REQUIRED TO INTERNAL DIMENSION, EXCLUDING SOUND LINING. +' BALANCE SYSTEM. Hellmuth, Obata + Kassabaum, Inc. SCALE SCALE SCALE 9530 Jefferson Boulevard VVT UNIT INSTALLATION DETAIL NONE (9) CIRCULAR & RECT. DUCT TAP WITH VOLUME DAMPER NONE (61) TYPICAL DUCT TAKE—OFF DETAIL NONE (3) Curer City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 All reproduction&intellectual property rights reserved 2015 In Association with 1/4"O SET SCREW �1 AIR AIR 3/8" SQUARE ROI 1" GALVANIZED STRAPS r. ""` FLAW FLOW ■ ► 's SPOTWELD TO BLADE 1 ° "'�� 1""'". DOUBLE NJ 16 GAUGE GALVANIZED BLADE WALL CLOSE OPENING. PENING' W\\_ CLOSE OPENINGIIIHANGER STRAPS SY AT CORNERS WI45 MAX BRANCH GROUP VANES AT CORNERS WITH " LESS THAN DUCT DIAMETERS SEALANTS �� SEALANTS DUCT Rmember company al3HGroup,Inc . 45° MAX c..9Syska Hennessy Group,Inc. SECTION A-A VENTLOCK N0. 609 BRANCH ,� X ,1, 45° x �, 12"v 330 N.Wabash Ave. END BEARING DUCT a Suite 1505 SQUARE SUPPLY RETURN I' cn Chicago, IL 60611 318" SQUARE RO e GASKET(TYPICAL 2) ELBOW TAP TAP 12".> Fax 312.588.3579 Tel:312.588.3560 Jas _— 1. �i 3„ www.syska.com ill, / L— J AIR � ■ —�-1 I-7T FLOW W: 111 11111A AIR SCREWS WI MIN. Key Plan IMIlit A ,� FLOW DUCT SEALER III VOLUME DUCT TAP TO R R NOTES: EXTRACTOR WITH EXPOSED = = / R 3W/2 / RW / MANUAL SIDEWALLOS „ 101. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 8-0 PER 11ADJUSTING REGISTER ONLY VENTLOCK NO. 60 �" LEVER J, W -1, W I, PAIR. END BEARING FOR __ 2. STRAPS SHALL BE MINIMUM 1" X 22 GAUGE GALVANIZED STEEL. INSULATED DUCT VENTLOCK NO. 638 REGULATOR 3. REFER TO SMACNA DUCT MANUAL FOR ADDITIONAL REQUIREMENTS. INDICATING HANDLE FOR INSULATED DUCT, VENTLOCK TAKE-OFF TO EXPOSED RADIUS SUPPLY CONTINUE NO.635 FOR UNINSULATED DUCT, SIDEWALL REGISTER ELBOW SPLIT DUCT INSULATION THROUGH HANGERS. PLAN N VIEW Professional Seals - - — — — 30 to NG�NEP i© MA , 44 12X6 1= gt ..-..v--,: -E .,,...., — — — — — — w DIMENSION DENOTES CLEAR *.*>0..„ ER ,gym ACOI Y LINED DUCT TRANSITION40EL Rc$ r ptPIRES: ' rl 4;la SCALE SCALE SCALE 1 No. Description Date ROUND VOLUME DAMPER UP TO 14"0, LOW PRESSURE NONE OD DUCT CONSTRUCTION DETAIL NONE 5, DUCT HANGER DETAIL NONE 2 1 90%REVIEW June 262017 - 2 BID/PERMIT July 06 2017 111 , MAXIMUM RS DUCT CONNECTION FITTING WITH INSERT SEPARATE SPEDION CENTERS EXPANSION C-CLAMP WITH SIDE SHIELD RETAINING :EAM CLAMP CLIP WASHER MOUNT IN SIDE OF DUCT UNLESS lam, ti, SPRING I•• eel BELLMOUTH AND DAMPER & \ " - z , ti ,s c C.) LINER ADHERED TO NOSING. � "', - L.- DUCT WITH 100% kw •��� ■■ '� SPECIFICALLY SHOWN OTHERWISE, BENT STRAP lw� �w� LOADED CLIP g�e 8.1 r*� NOTE: AIR 3 COVERAGE OF ADHESIVE UPPER ATTACHMENTDUCT SEALER AT lw� ,.,, ��� ENTERING BUTTING AND TRAILING EDGES PINS SPOT WELD:D FLO I� PER SMACNA. SEAL AND INSULATE. CONNECTION TO NUTOF LINER AT TRAVERSE JOINTS TO DUCTWORK .`� MAIN. 1 F,-9 � -1� = R TO BE COVERED BY NOSING. 1 > ADJUSTABLE CLAMP BSI II `, y CORNER BREAK FLEXLE DUCT = "' ON CENTER . 6'-0" MAXIMUM = LOCKNUT = BEAM CLAMP—/ -TRAVERSE JOINT DETAIL LENGTH. VON PLANS. DUCT SIZES SHOWN TYPICAL f COATED SURFACE IF �� Y. MAX. SAG 1/2" PER FOOT ARE CLEAR INSIDE DIMENSIONS (TYPICAL) ,•, DAMPER OR INSULATION EXPO` e !� 0 3" LAPPED & COMPRESSED �� 318" R0� ONLY 318" ROD ONLY � TURNING VANE TO AIR STREAM 3 MAXIMUM D18 OFFSET BETWEEN SUPPORT POINTS BOLT& WASHER GALVANIZED THREADED F��7D ALL ENDS OF LINER ALLOWED IN LAST o _ .� �� SECTION LONGITUDINAL JO ' \' COATED WITH ADHESIVE D INCHES TO DEVICE \ 118" X 1" GALV. LINER WHERE D IS THE ' E_ 4, TYPICAL STUD-WELDED PI S NOT MORE THAN 3" INTERNAL FLEX \ METAL STRAP -, 4 • L 'X ■ P AND SPEED CLIP WASHER DIAMETER \ • \"‘" (SEE DETAIL"A") NOTE: SHEET METAL NOT LESS THAN TWO PINS ON EACH FACE OF DUCT. — SCREWS 6" O.C. MIN. ° • w. DUC o NOTE: DIFFUSER SEE NOTE 3 OF TWO ///,i NECK SIZE TO ADJUSTABLE CLAMP BELLMOUTH BRANCH FITTING WITH ` \ - -�� X' `` ° -' HATCH SECTION INSTALLED WITH NOSING SPEED CLIP WASHER PRES"ED LINING (THICKNESS AS SPECIFIED) '`` ? TO CONCEAL LINER EDGES DOWN OVER PINTO LINING PRESSED DOWN OVER GRIP-PIN MATCH FLEX STAINLESS STEEL VOLUME DAMPER WITH LOCKING ' L.11 . :>:,�;� ,� ; o,, „� DUCT SIZE DUCT SEALER QUADRANT AND 2" STANDOFF OR 1 2" MINIMUM o DETAIL AT DAMPERS AND `I H GALVANIZED oi TURNING VANES - INDICATED INSULATE TOP PANEL RECTANGULAR-TO-ROUND BRANCHmo5SUPPORT k ADHESIVE OVER COMPL T WELD PIN STUD WELDED TO DUCT v6 SURFACE OF DUCT DUCT (PINS FASTENED TO DUCT WITH OF DIFFUSER. TAKEOFF. 25" OR WIDER ANGLE F-L.Li LINE OSIN DETAIL"A" ADHESIVE NOT APPROVED) I 1 1 ull _ __ SUPPORT ANGLE OR MAXIMUM MAXIMUM AREA =' ` . SBAR%HOWN AIR DISTRIBUTION DEVICE SEE DUCT WIDTH EQUIV. CHANNEL ROD DIA. SPACING PROVIDE CEILING ACCESSLOW DENSITY BACKING � SCHEDULE. LAY-IN SHOWN- „ , „ HIGH DENSITY FACIN YP-BOARD SI ILAR SAR25 TO 30 1112 X1 112 X 118 318 $-0 O.C. 4 SQ. FT. \-DUCT — 71 IN NON-ACCESSIBLE CEILINGS. Lo ACCESS DOOR DETAIL TRIM AWAY 31" TO 42" 1 1/2" X 1 1/2" X 1/8" 3/8" 6'-0" O.C. 10 SQ. FT. NOTES: s 43" TO 60" 1 1/2" X 1 1/2" X 1/8" 1/2" 6'-0" 0.C. 10 SQ. FT. Ni HIGH DENSITY FACING LLl NOTE: 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. MAXIMUM LENGTH OF FLEX. DUCTS SHALL ' a' OVER HIGH DENSITY FACING `�� 61" TO 84" 2" X 2" X 1/4" 112 4-0 O.C. - — — Project 1J j GENERAL NOTES: FOLD ALL LONGITUDINAL JOINTS AND BE 6'-0". PROVIDE ROUND METAL DUCT RUN OUT WHERE LENGTHS FROM BRANCH TO DIFFUSER COLLAR ARE GREATER No: ZHK35000 285"AND UP 2" X 2" X 1/4" 1/2" 4'-O" O.C. - - 1. NOSING ATTACHED TO DUCT BY RIVETS, SCREWS OR WELDS. SECURE WITH MECHANICAL FASTENERS THAN 6'-0". Sheet Title m 2. NOSING: 24 GA. UP TO 48"; OVER 48"-SAME GA.AS DUCT. 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC, * REDUCE SPACING TO NEXT SMALLER INTERVAL IF DUCT AREA EXCEEDS MAXIMUM ca 3. MINIMUM 1-1/2" WIDE 22 GA. GALVANIZED STRAP HANGER WITH HEMMED EDGES PER SMACNA DUCT MANUAL, FIGURE 3-10. DETAILS a 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED. ELBOW RADIUS SHALL NOT BE LESS THAN RID = 1.0. N 5. SEAL ALL DUCT CONNECTIONS, COLLARS, AND FLANGES. INSULATE ALL DUCT CONNECTIONS, COLLARS, AND FLANGES. SEAL 66 INSULATION SEAMS WITH MASTIC. T SCALE SCALE SCALE I Original drawing Is 42 x 30. Do not scale contents of this drawing. CNI SOUND LINING INSTALLATION AND NOSING DETAIL NONE 0- , FLEXIBLE DUCT DETAIL NONE C4) DUCT SUPPORT DETAIL NONE 1 Sheet Number M501cu o a. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT NOTES: NEW AIR COOLED CONDENSER 1. ALL REFRIGERANT PIPING SHALL BE INSULATED WITH 1" SEE EQUIPMENT SCHEDULES ._. THICK FLEXIBLE ELASTOMERIC INSULATION. IF 2. ALL INDOOR REFRIGERANT PIPING INSULATION ABOVE _F1 CONT. PRESSURE TREATED WOOD NAILER PROVIDE n T-0" SHALL HAVE ANALL-SERVICE JACKET. F ARMERS GALVANIZED METAL FASTENERS AT 8" O.C. ROOF TOP UNIT. NEW EQUIPMENT W, 3. ALL INDOOR REFRIGERANT PIPING INSULATION ELBOWS 1 RAIL SUPPORTS AND PIPING BELOW 7'-0" SHALL HAVE A PVC JACKET. to 4. ALL OUTDOOR REFRIGERANT PIPING INSULATION SHALL INSURANCE o VERIFY CONT. GALVANIZED METAL COPING CAP WITH HAVE AN ALUMINUM JACKET. oZ SEE ELECTRICAL 5. REFRIGERANT PIPING DIAGRAM IS DIAGRAMATIC. ROUTE 0 CLEAT- PAINT TO MATCH �j° FLEXIBLE DRAWINGS FOR �' _.,----- 1- PIPING AS SHOWN ON PLANS. MECHANICAL Q PREFABRICATED GALVANIZED STEEL EQUIPMENT CONNECTOR(TYP.) SIZE AND QUANTITY �! CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SUPPORT CURB ANCHORED TO STRUCTURE- � ._ •`—_. REFRIGERANT PIPING. PROVIDE PIPING HANGERS AND Project 'pill10-7.1.11111111 SIZE AS SPECIFIED BY MECHANICAL EQUIPMENTiiiii—.nr..,rr�a—..ter...,.? INSULATED & SOUND HUT-OFF VALVE SUPPORTS AS REQUIRED. FOLLOW MANUFACTURER'S `�9Eee ••••_ MANUFACTURER ROOF g - I LINING VIBRO-CURB FARM ERS H l LLSBORO ,.... ..... (TYP.) RECOMMENDATIONS. z II II II II SUPPORTOFFICE RELOCATION SEALANT (TYPICAL) I I I I U 6. CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH p.... •••u __ _._ _ I I 1 I , ______._ ANGLE VALVE FOR .... MOTORIZED CONTROL CHARGING (TYP) 1/2" THICK FIBERGLASS INSULATION AND ALL-SERVICE Prepared For ..••. NM ::::: I I , 1 I I I-••• -- MEMBRANE BASE FLASHING - Q ".: ::'..�, DAMPER (PM.} - SEE GENERAL ROOFING NOTES ', I ® ������ 7. VERIFY PIPE SIZING AND INSTALLATION WITH FARMERS INSURANCE 4W+. •100:44,.., RETURN DUCT WITH %`=' tROOFING LAP SEALANT (TYPICAL) + I I5/8" �.t•�•:.!•:, , I NEW CRAC UNIT SUCTION LINE MANUFACTURER'S RECOMMENDATION PRIOR TO .:::..r..... ---'-�- SOUND LINING y I � INSTALLATION, BASED ON ACTUAL PIPE ROUTING. TIGARD, OR rrrrrrMrrr■ I 8. PROVIDE SERVICE VALVES.ilkOnliSHIS MEMBRANE ROOFING - SEE REFER TO LAYOUT , REFER TO LAYOUT -318" LIQUID LINE Contract No: 16.24752.00 TRAP AT EVERY 9. NEW REFRIGERANT PIPING SHALL BE ASTM B280-1977 ROOFING NOTES f 20 FT. OF RISER HARD DRAWN TYPE "K" WITH SOCKET TYPE FITTING, ALL LL `L NEW RIGID INSULATION (TYPICAL) JOINTS SHALL BE BRAZED. W z ELBOW WITH SUPPLY DUCT WITH 10. THE UNIT SHALL INCLUDE THERMOSTATIC EXPANSION I— RIGID INSULATION (TYPICAL) -REMOVE PORTION OF BIRD TURNING VANES ELBOW WITH SOUND LINING 314" CW SEE VALVE (TXV), DRYER AND SIGHT GLASS. INSULATION AS REQUIRED TO ALLOW INSTALLATION SCREEN (VIE) SOUND LINING PLUMBING DRAWING 11. SYSTEM SHALL BE CHARGED WITH NEW FILTER-DRYER NOTES: OF NEW EQUIPMENT SUPPORT CURB CORE IN CHARGING LINE. NOTES: TO CONDENSATE DRAIN PUMP ROOF DECK 1. REFER TO SMACNA STANDARD. AND EXTEND DRAIN LINE TO 12. PROVIDE CW LINE FOR HUMIDIFIER SECTION. CW LINE + il 1. COORDINATE WITH ARCHITECTURAL DRAWINGS. EXISTING SERVICE SINK SHALL HAVE 1" THICK FIBERGLASS INSULATION WITH ASJ. 13. CONTRACTOR SHALL VERIFY & COORDINATE WITH BUILDING ENGINEER FOR EXACT LOCATION OF AIR COOLED CONDENSER. Hellmuth, Obata + Kassabaum, Inc. 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 ROOF CURB SUPPORT DETAIL SCALE SCALE SCALE NONE @-D ROOF TOP UNIT MOUNTED DETAIL NONE (6) REFRIGERANT PIPING DIAGRAM DETAIL NONE 31 All reproduction&IntellectualproCO . / sH�ty rightsreserved 2015 In Association with Alliir r O PROVIDE WIRE MESH SYSICA HENNESSY AT TOP OPENING RETURN AIR BOOT TO HAVE 1" THICK INTERNAL GROUP MOLD-RESISTANT LINING. REFER TO TABLE BELOW Amember comynyofSFiGroup Inc FOR INSIDE CLEAR DIMENSIONS OF DUCTWORK. [PIPE CLAMP AND BOLT STRUCTURE Syska HennessyGroup, Inc. ORIENT DUCT AS SHOWN ON DRAWINGS. VIBRA-CUSHION 330 N.Wabash Ave. Suite 1505 INSULATED Chicago, IL 60611 / Tel:312.588.3560 36" MIN. lull lull lull lull HANGER 1 HANGER ROD- Fax:312.588.3579 # ,z—WALL --11k ;. - ,. -- .; LOA t ) BAND 2 1"x18 G ` �i '+ + UNISTRUT RATED www.syska.com *v44� �� �� I`�, I�� .11:�� ��; 0 FASTENER a r J �Ii r/ •SIA r/A �/i r� p 9" MINI i I i I I 1I I ��� I I 1 I 1 I r I Key Plan 24 INCH DIA. MAX. do ' s (WIRE FfANGERS fill1) 1 1 I 1 NOT PERMITTED) _ 50 INCH DIA. MAX. CFM RANGE DUCT DIMENSION RETURN GRILLE. SEE 03 C±D- all 7 C±3` (INSIDE CLEAR) PLANS AND SCHEDULE BAND (2)1"x16 GA NOTES: OVER 50 INCH DIA. 0-100 8" x 6" 1. CONTRACTOR SHALL COORDINATE EXACT �� NOTES: 101-300 14" X 10" LOCATION OF RETURN AND AIR BOOT WITH 1. FOR HANGER SIZE AND SPACING, SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS TABLE 4.2 OTHER TRADES IN THE FIELD. UNISTRUT 2. FOR UPPER ATTACHMENT TO BUILDING SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS 301-500 18" X 12" 2. THE DIMENSIONS SHOWN IS FOR DESIGN FIG. 4-1 AND FIG. 4-2, WITH SPECIFIC BUILDING STRUCTURAL ENGINEER APPROVAL. Professional seals CRITERIA. DIMENSION CAN BE MODIFY PER FIELD NOTES RO PROs I 501-900 24" X 12" CONDITION. 1. UNISTRUT SHALL BE PAINTED INSIDE THE BUILDING. r.34. M eds,sf© 2. UNISTRUT SHALL BE GALVANIZED FOR OUTSIDE THE BUILDING. cc a�, 901-2000 36" x 16" -. • a" 1°-; Oc EooN lc 42 ,r 49BER ''! %P(44.DIEL RCS EXPIRES: 0Ark No. Description Date 1 90%REVIEW June 26 2017 2 BID/PERMIT July 06 2017 111 RETURN GRILLE WITH AIR BOOT DETAIL SCALE NONE 8 SCALE TYPICAL REFRIGERANT PIPE SUPPORT DETAIL NONE C53 SCALE TYPICAL HORIZONTAL ROUND DUCT SUPPORTS NONE C2) VARIABLE VOLUME AND TEMPERATURE SYSTEM SEQUENCE OF OPERATION: WHEN THE CONTROLLERS ARE POWERED UP, THE TOTAL NUMBER OF ADDRESSED THERMOSTATS ARE DETERMINED AND VERIFIED ON THE I DISPLAY. THIS CONFIRMS THE CONTROLLER IS COMMUNICATING WITH ALL THERMOSTATS IN THE SYSTEM. IF THERE ARE NO ACTIVE HEAT OR COOL CALLS DETECTED, THE SUPPLY DAMPERS WILL MODULATE TO 50% OPEN OR FULL OPEN FOR VENTILATION MODE. THE SYSTEM BLOWER PROVIDE PIPE OPENINGS FOR ALL REFRIGERANT MAXMIUM OPERATION CAN BE CONFIGURED FOR CONSTANT ON OR INTERMITTENT AUTO. 5 FT LENGTH FLEXIBLE REFRIGERANT PIPING WITH & ELECTRICAL CONDUITS. SEE MECH. & ELECT. DUCT FULLY EXTENDED THE SYSTEM CAN BE FIELD CONFIGURED FOR ADJUSTABLE TIME BASED OPPOSITE CALL CHANGEOVER,VOTE BASED MAJORITY CHANGEOVER, DRAWINGS TO VERIFY SIZE & QUANTITY. ROUND DUCT CONNECTOR OR PRIORITY VOTE CHANGEOVER BY THERMOSTAT ASSIGNMENT. THE CONTROLLERS"POLL"THE THERMOSTATS ONCE PER MINUTE TO INSULATION AND JACKET ACOUSTIC LINING DETERMINE THE THERMOSTAT DEMAND STATUS FOR HEAT AND COOL. THE HEAT AND COOL CHANGEOVER FUNCTIONS WILL OPERATE BY THE DIFFUSER NECK L 0111111 TYPE OF CHANGEOVER SELECTED ON THE CONTROLLER. WHEN THE CONTROLLERS CHANGE MODES,A 5-MINUTE PURGE CYCLE IS INITIATED 'f\E -SIZE6 BEFORE THE CHANGEOVER IS COMPLETED. -- S.S. DRAW BAND. E .Q- ON ACTIVE HEAT OR COOL CALLS, THE NON-CALLING ZONES WILL MODULATE TO THE CLOSE POSITION, OR CLOSE 100% DEPENDING ON THEj t i e.. /--PREFABRICATED EPDM RUBBER CAP SIMILAR THERMOSTAT BEING USED. WHEN THE LAST CALLING ZONE IS SATISFIED IN EITHER HEAT OR COOL MODE, THE CONTROLLERS WILL TERMINATE C0 THE HVAC OUTPUTS AFTER THE NEXT"POLL"; AND THE BLOWER OUTPUT WILL BE DE-ENERGIZED (UNLESS CONTROLLER IS CONFIGURED FOR TO ROOF PRODUCTS SYSTEMS MODEL N21 f g CONSTANT FAN) FOR A 5-MINUTE PURGE CYCLE. DURING THE PURGE CYCLE NO HEAT OR COOL CALLS ARE RECOGNIZED. CEILING /7 / cri DIFFUSER SIDE CONNECTION 6" MINIMUM J WHEN THE SYSTEM IS IN THE HEATING MODE AND CALLS FOR COOLING ARE RECEIVED, AN OPPOSING CALL TIMER STRATEGY OPERATES. THIS ,-----CURB COVER- SIZE AS REQUIRED i- TIMER IS ADJUSTABLE FROM 5-30 MINUTES. THE FACTORY DEFAULT IS 10 MINUTES. AT THE END OF THE SELECTED TIME PERIOD, IF THE LU OPPOSING CALL IS 3 DEGREES AWAY FROM SET POINT, HEATING IS TURNED OFF. AFTER A 5-MINUTE PURGE CYCLE, COOLING IS TURNED ON _ T cel UNTIL THE COOL CALL IS SATISFIED. IF NECESSARY, THE CONTROLLER WILL RETURN TO THE HEATING MODE. IF ALL CALLS HAVE BEEN _ _-+-----PREFABRICATED INSULATED CURB MAXIMUM � SATISFIED, DAMPERS WILL MODULATE TO THE 50% OPEN POSITION FOR VENTILATION. IF THE OPPOSING ZONE STRATEGY 1S NOT DESIRED, THIS 12" -- T W/TREATED WOOD PAINTED NAILS 5 FT LENGTH FLEXIBLE FEATURE MAY BE DISABLE. DUCT FULLY EXTENDED D In 11 1 ll Lu THIS MODE MAY BE ENHANCED BY ADDING PRIORITY VOTES TO EACH THERMOSTAT IN THE SYSTEM, THEREBY WEIGHTING CERTAIN ZONES 1/_-_,_ _\ BASE FLASHING NAIL AT TOP D MINIMUM T MORE THAN OTHERS. THIS PRIORITY MODE ALLOWS THE SELECTION OF 0, 1, OR 2 TO ADD VOTES FOR A THERMOSTAT THAT HAS UNUSUAL CO LOADS, LIKE A CONFERENCE ROOM. _ \ EXISTING ROOF INSULATION R=D ROUND DUCT ADAPTOR IIMIIIIP Q JOLi' ___ ii FOR RECTANGULAR f 6 NOTE: CONTRACTOR TO VERIFY DIFFUSER I I THERMAL INSULATION CD Q Q THIS IS A GENERAL SEQUENCE OF OPERATION DEPENDANT ON INSTALLED SYSTEM CAPABILITIES, USER REQUIREMENTS,AND USER EXIST. ROOF MEMBRANE & , INSULATE AROUND PIPE AND CONDUIT. �I-I If 2-3/4 IN. MINIMUM CUSTOMIZATION. COORDINATE WITH CONTROLS CONTRACTOR AND VERIFY USER REQUIREMENTS ARE SATISFIED UPON START-UP. INSULATION THICKNESSi I PATCH TO MATCH EXISTING. EXISTING DECK 4 " �, u1 CEILING--/ DIFFUSER Project 0_ CORE DRILL HOLES TOP CONNECTION No: ZHK35000 NOTES: o 1. COORDINATE WITH ARCHITECTURAL DRAWINGS. NOTE: Sheet Title 1. FLEXIBLE SHALL NOT EXCESS 5FT IN LENGTH. ET A I D ! S a C l /`1 L�7 Li, t) 00 r VARIABLE VOLUME AND TEMPERATURE NSCALE SCALE 1- -- SCALE Original drawing is 42 x 30. Do not scale contents of this drawing. in SEQUENCE OF OPERATION NONE 7� ROOF PIPING BOX DETAIL NONE 1�4� DIFFUSER CONNECTION DETAIL NONE Ci ) Sheet Number -/ M502_,,, 0 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES SHEET INDEX -A- F FAHRENHEIT ANNOTATION LIGHT SWITCH - 1. UNLESS REQUESTED OTHERWISE, THE AMPACITY OF 600 VOLTS OR LESS CONDUCTORS SHALL BE NO. TITLE SCALE ADDL ADDITIONAL FA FIRE ALARM SINGLE POLE BASED ON THE TERMINALS NOT TO EXCEED 60°C(140°F) FOR CONDUCTOR SIZE 14 THROUGH 1 AWG ink TITLE TITLE MARK DETAIL LIGHT SWITCH - OR 75°C(167°F) FOR CONDUCTOR SIZE OVER 1AWG. E001 ELECTRICAL COVER SHEET NONE AFF ABOVE FINISHED FLOOR FAAP FIRE ALARM ANNUNCIATOR PANEL E-201 SCALE: NTS OR PLAN NO. - 1 $3 THREE WAY E002 SPECIFICATIONS NONE AMP AMPERE FACP FIRE ALARM CONTROL PANEL FOUND IN E-201 ANN ANNUNCIATOR FC FOOTCANDLE $K LIGHT SWITCH - KEY OPERATED 2. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. E003 SINGLE LINE DIAGRAM NONE ak -V - - DETAIL REFERENCE FLR WALL CLG E004 INTERIOR LIGHTING COMPLIANCE CERTIFICATE NONE - '" APPD APPROVED FDR FEEDER E-501 DETAIL NO. - 1 3. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. ED201-A ELECTRICAL DEMOLITION PLAN -AREA A 118" - 1'-0" APPX APPENDIX FLEX FLEXIBLE FOUND IN E-501 LIGHT SWITCH - _ FARMERS SP WITH PILOT LIGHT 4. GREEN INSULATED COPPER GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL BRANCH ED201-B ELECTRICAL DEMOLITION PLAN -AREA B 1/8" 1'-0" ARCH ARCHITECT FLR FLOOR SECTION MARK CIRCUITS AND FEEDERS. E201-A POWER PLAN -AREA A 1/8" - 1'-0" 411 I SECTION N0. - 1 $TO SWITCH -WITH ATCH ATTACHMENT FLUOR FLUORESCENT THERMAL OVERLOAD E201-B POWER PLAN -AREA B 118" - 1'-0" INSURANCE ATS AUTOMATIC TRANSFER SWITCH FR FIRE RATING E-501 FOUND IN E-501 5. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF. E202-A WALKER DUCT PLAN -AREA A 118" - 1'-0" AUTO AUTOMATIC FREQ FREQUENCY (T) SHEET KEYNOTE D DIMMER 6. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS. E202-B WALKER DUCT PLAN -AREA B 118" - 1'-0" AUX AUXILIARY FT FOOT I FEET os OS OCCUPANCY E203-A POWER ROOF PLAN -AREA A 118" - 1'-0" Project AV AUDIO VISUAL FU FUSE MAREVISION CLOUD SENSOR 7. A SINGLE RECEPTACLE INSTALLED ON AN INDIVIDUAL BRANCH CIRCUIT SHALL HAVE AN AMPERE FARMERS H l LLS BO RO (DELTA 1) RATING OF NOT LESS THAN THAT OF THE BRANCH CIRCUIT. INDICATE THE RECEPTACLES RATING. E203-B POWER ROOF PLAN -AREA B 118 - 1 -0 AVG AVERAGE FU SW FUSED SWITCH PC PHOTOCELL OFFICE RELOCATION E301-A LIGHTING PLAN -AREA A 118" - 1'-0" AWG AMERICAN WIRE GAUGE FUT FUTURE /—~\ (2-"\ DETAIL OCCUPANCY 8. MINIMUM SIZE OF CONDUIT SHALL BE 3/4". MINIMUM SIZE OF NEUTRAL CONDUCTOR SHALL BE#10 _ t f BOUNDARY BE301-B LIGHTING PLAN -AREA B 118 11-0" pre Prepared For -B- -G- ` r i E-20PP SENSOR POWER AWG, UON MINIMUM SIZE OF CONDUCTOR SHALL BE#12 AWG, UON MINIMUM CONDUCTOR SIZE AT - p .11 DETAIL NO. -2 PACK _ 120 VOLTS AND OVER 100FT CIRCUIT LENGTH SHALL BE#10 AWG, UON MINIMUM CONDUCTOR SIZE AT E501 DETAILS NONE FARMERS INSURANCE BAS BUILDING AUTOMATION SYSTEM G GROUND LP4:12 PANEL:CIRCUITOR 277 VOLTS AND OVER 200FT. CIRCUIT LENGTH SHALL BE#10AWG UON. E601 SCHEDULES NONE BAT BATTERY GC GENERAL CONTRACTOR POWER OUTLETS OVERRIDE SWITCH E602 SCHEDULES NONE TIGARD, OR BFF BELOW FINISH FLOOR GEN GENERATOR POWER GROUND FAULT CIRCUIT FLR WALL 1 CLG DISTRIBUTION � Contract No: 16.24752.00 BKGD BACKGROUND GFCI %////G////% BLDG BUILDING INTERRUPTER 51i 9 ® DUPLEX BOARD -H- - - RECESSED PANEL BLW BELOW QUADRUPLEX HP HORSEPOWER r BOS BOTTOM OF STEEL SURFACE MOUNTED HZ HERTZ Igr GFCI DUPLEX PANEL FIRE LIFE SAFETY NOTES Q BOT BOTTOM - -- BRKR BREAKER -J- =AF9 SIMPLEX T TRANSFORMER -}- BSMT BASEMENT JB JUNCTION BOX EMERGENCY DISCONNECT -L- EUELEX �N SWITCH 1. UNDER DESIGN/BUILD SCOPE OF WORK PROVIDE COMPLETE F1REILIFE SAFETY SYSTEM. BSTR BOOSTER EMERGENCY CONTRACTOR SHALL PROVIDE AS PART OF FIRE ALARM SYSTEM: LTG LIGHTING SWITCH - MOTOR CONSTRUCTION DOCUMENT AND SHOP DRAWINGS. BTWN BETWEEN QUADRUPLEX M RATED • COORDINATE WITH MECHANICAL AND PLUMBING DRAWINGS FOR ALL REQUIRED FIRE ALARM -C_ LV LOW VOLTAGE EMERGENCY �� - Hellmuth,• Obata + Kassabaum, Inc. FUSED DISCONNECT DEVICES UNDER MECHANICALIPLUMBING SECTION AND PROVIDE INTERCONNECTING WIRING FOR -M- C SIMPLEX I11-1 9530 Jefferson Boulevard CAB CABINET SWITCH A COMPLETE WORKING SYSTEM. Culver City, CA 90232 USA MAX MAXIMUM FLOOR BOX"X" - _�����..�_...w.�-_. ---' CAP CAPACITOR MAGNETIC MOTOR t +1 310 838 9555 f +1 310 838 9586 FB (DESCRIBE AND ® STARTER 2. PROPOSED SYSTEM DOCUMENTS SHALL BE PREPARED AND SUBMITTED TO AUTHORITIES CB CIRCUIT BREAKER MCB MAIN CIRCUIT BREAKER X SPEC BOX) STARTER- HAVING JURISDICTION FOR REVIEW AND APPROVAL BY CONTRACTOR BEFORE START OF WORK. All reproduction&Intellectual property rights reserved MCC MOTOR CONTROL CENTER 2015 CCTV CLOSED CIRCUIT TELEVISION JY O JUNCTION BOX a DISCONNECT In Association with CD CONSTRUCTION DOCUMENT MECH MECHANICAL SWITCH 3. COMPLETE SYSTEM SHALL BE TESTED, APPROVED AND SIGNED-OFF BY AUTHORITIES HAVING CERT CERTIFY MIN MINIMUM (DA POKE THRU © MOTOR JURISDICTION. CH CHILLER MV MEDIUM VOLTAGE CTR COUNTERTOP RTOP ® RELAY 4. THE ENTIRE INSTALLATION OF LIFE SAFETY SYSTEM INCLUDING MATERIALS AND EQUIPMENT CHK CHECK -N- • DUPLEX SHALL BE COMPATIBLE WITH BASE BUILDING EQUIPMENT AND MEET OR EXCEED THE MINIMUM NC NORMALLY CLOSED lG ISOLATED GROUND VARIABLE STANDARD AND REQUIREMENTS OF THE FOLLOWING: CKT CIRCUIT 4P DUPLEX VFD FREQUENCY DRIVE a. U.L. LISTING SERVICES Sirsia SY NEUT NEUTRAL _ _.__._-_.-_-.._.-...-__-______ STATE ELECTRICAL CODE CABLE TRAY GROUP CL CENTER LINE/CLOSE IG ISOLATED GROUND b. N.F.P.A. NATIONAL FIRE CODE NO NORMALLY OPEN, NUMBER SIMPLEX PB PULL BOX c. U.B.C. AS ACCEPTED AND OR MODIFIED BY LOCAL AUTHORITIES Amember c"mpailyc HGr"up,Inc. CLG CEILING - -- d. STATE FIRE AND BUILDING CODE Syska Hennessy Group, Inc. NTS NOT TO SCALE EXPLOSION PROOF CONC CONCRETE XP e. TT DUPLEX 111111111 330 N.Wabash Ave. Suite 1505 -P - - - - f. STATE OF OREGON Chicago, IL 60611 CONN CONNECT P POLE XP I EXPLOSION PROOF SINGLE LINE DIAGRAM I g. AMERICAN DISABILITY ACT (ADA REQUIREMENTS) Tei:312.588.3560 COOR COORDINATESIMPLEX CIRCUIT BREAKER PB PULL BOX Fax:312.588.3579 CORR CORRIDOR VSPLIT WIRE SWITCH --.-. _._____.____ FIRE ALARM SYSTEM SHALL BE SUBMITTED CP CONTROL PANEL PH PHASE r , —� L I I— FUSE; - INLINE ® ; SPECIAL OUTLET PNL PANEL CR CONTROL RELAY _�.._..-.__._.- i '�" "� UNDER A SEPARATE PERMIT. KeyPlan PWR POWER I MULTI OUTLET � '-`- FUSE SWITCH CS CONTROL SWITCH -R- • • M M • SURFACE RACEWAY Lio FUSED- SWITCH BUS CTRL CONTROLPLUG _ CTV CABLE TELEVISION (R) REMOVE WIRING CB CIRCUIT BREAKER RECO RECESSED - ENCLOSED -D- 3/4° CONDUIT WITH 2#12 KIRK KEY (D) EXISTING TO BE DEMOLISHED RECPT RECEPTACLE I WIRES, UON. GROUND WIRE READ REQUIRED INTERLOCK DC DIRECT CURRENT NOT SHOWN. • -" ��� MISCELLANEOUS 3/4" CONDUIT WITH 3#12 / BUSDUCT • DDC DIRECT DIGITAL CONTROL RM ROOM 111 i WIRES, UON. GROUND WIRE SWITCHGEAR NOT SHOWN. DEF DEFINITION -S- D LE - -__ _. " _.. ..�.._- _"_.__ __ _ BUSWAY _ BRANCH CIRCUIT VOLTAGE DROP (3%)SCHED SCHE U ; 314 CONDUITWITH4#12 DEG DEGREE t i Professional Seals '; DEG F DEGREES FAHRENHEIT SD SMOKE DETECTOR 1111 € WIRES, UON. GROUND WIRE GROUND FAULT ° � NOT SHOWN. GFR RELAY BRANCH CIRCUIT VOLTAGE DROP (3/o) s �ta\� NeEq`��o SECT SECTION - - - "- THE CONTRACTOR SHALL PROVIDE MINIMUM SIZED '", DEMO DEMOLITION CONDUIT HOMERUN TOc` 89317 E BRANCH CIRCUIT CONDUCTORS PER THE TABLE BELOW � �1 ' SPEC SPECIFICATION 1LA-1,3,5 /DESCR DESCRIPTION ( 1111 PANEL BOARD 1LA WITH AMMETER SPKR SPEAKER CIRCUIT 1,3,5 A BRANCH CIRCUIT VOLTAGE Ai, DET DETAIL SWBD SWITCHBOARD a CAPPED CONDUIT CONDUCTOR CIRCUIT 120 208 240 277 ....,t„ �oaREGONINt, 45; / MO DIGITAL METER UON SIZE (AWG) OCD (AMPS) MAX ALLOWABLE LENGTH (FT) o1X c. c °� 7/S1l? SWGR SWITCHGEAR i CONDUIT RUN #12 15 82 142 164 189 DIAG DIAGRAM `- - ! UNDERGROUND OR UNDER o TRANSFORMER- SYS SYSTEM t #10 15 135 235 271 313 EXPIRES: Iot 1-7 THE FLOOR SLAB No. Description Date DIM DIMENSION #8 15 205 356 411 474 DIR DIRECTION T - WYE-GROUNDED - - � CONDUIT TURNING DOWN __.__._.____ �........._�._._rv..�,.w.w� 1 90%REVIEW June 26 2017 DISC DISCONNECT TELCOM TELECOMMUNICATIONS a CONDUIT TURNING UP E• N ATS -3-POLE UON BP #12 20 61 107 123 142 2 BID/PERMIT July 06 2017 TV TELEVISION -WITH BYPASS #10 20 102 176 203 234 DISCH DISCHARGE t CONDUIT BREAK L BP ISOLATION #8 20 154 267 308 356 TRANSIENT VOLTAGE SURGELIGHTING #10 30 60 103 120 140 DISTPNL R DISTRIBUTION PANEL TVSS SUPRESSOR FLR . CLGBATTERY #8 30 95 165 190 225 TYP TYPICALWALL -T DIV DIVISION RECESSED NOTES: -U- 0 GENERATOR 1. ASSUMING SINGLE PHASE CIRCUIT, 90/o POWER FACTOR, UNCOATED COPPER DMR DIMMER ___________4_________ DOWNLIGHT__. _ ° -E UC UNDERCOUNTER € 11X4 SURFACE CONDUCTORS IN STEEL RACEWAY FROM NEC CHAPTER 9, TABLE 9. -�- DS DISCONNECT SWITCH I 80% MOUNTED LIGHT f XXXXX 2. ASSUMING LOAD EQUAL TO OF OCD RATING IS CONCENTRATED AT THE UGND UNDERGROUND . ,.____.J.___.___."____-______.-_.___-� 0 XXXXX END OF THE CIRCUIT. DWG DRAWING 12X4 SURFACE XXXXX PANEL o UL UNDERWRITERS LABORATORIES I 3. LONGER BRANCH CIRCUIT LENGTHS SHALL BE ALLOWED WHEN THE CIRCUIT -E- I MOUNTED LIGHTXXXXX I;; UON UNLESS OTHERWISE NOTED - ______� _ LOAD IS KNOWN AND THE CONTRACTOR HAS PROVIDED A VOLTAGE DROP I 4FT WALL MOUNTED z (E) EXISTING TO REMAIN ! 2000 = rx (ER) EXSTING TO BE RELOCATED UPS UNINTERRUPTIBLE POWER SUPPLY i LIGHT 3 N0, 4-SINGLE, AS-BUILT PLANS. CALCULATION. THE CALCULATION RESULTS SHALL BE MARKED ON THE cn UTIL UTILITY 1X4 EMERGENCY 0 EA EACH LIGHT ( 2000-5+ ) 5-DOUBLE _ Q EH ELECTRIC HEATER -V2X4 EMERGENCY I (+) =ADDITIONAL E EL ELEVATION V VOLT LIGHT _ INFO AS S REQUIRED w VA VOLT AMPERE ; 2X4 RECESSED GROUNDING SYSTEM LU ELEC ELECTRIC VFD VARIABLE FREQUENCY DRIVE LIGHT EMER EMERGENCY X GROUND TEST WELL o VHO VERY HIGH OUTPUT ® EXIT SIGN 1 FACE — I ENVIR ENVIRONMENT • GROUND CABLE CONNECTION 1- VOLT VOLTAGE -'41-1.1 "."—tel LEFT ARROW EXIT SIGN 1 FACE - - LiJ EPO EMERGENCY POWER OFF -W- GROUND ROD - MIN. 314"0 x LLJco EQ EQUAL ._ 0 W WATT OR WIRE EMERGENCY FIRE ALARM 10' LONG Q FIRE PACK U EQUIP EQUIPMENT _ ! - __ o W/ WITH ' FLR WALL CLG cz, EQUIV EQUIVALENT EMERGENCY Lo Y EX EXAMPLE W/O WITHOUT •0-�► BATTERY PACK W/ SPEAKER AND EXCL EXCLUDE WP WEATHERPROOF [EXIT SIGN LTJ 0.<_ STROBE iii SWITCHES/CONTROLS Project 0_1 -X- 5T ST STROBE LIGHT ZHK35000 u, EXH FN EXHAUST FAN FLR WALL CLG XFER TRANSFER ffi l Sheet Title o EXIST EXISTING LIGHT SWITCH -TIME F ' SPEAKER c� XFMR TRANSFORMER ST OPERATED ! ELECTRICAL COVER EXT EXTERNAL ____�______.___._.____-____-- a _F_ SMOKE DETECTOR SHEET "'- ®D DUCT DETECTOR co ! MANUAL N_ D O— PULLSTATION Original drawing Is 42 x 30. Do not scale contents of this drawing. cV t- -. Sheet Number co 1--- , -t7 E001 a, o l2 REFERENCE ON LES NOT APPROVED �� ELECTRICAL SPECIFICATIONS ELECTRICAL NOTES: ELECTRICAL NOTES CONTINUED: EQUIPMENT NOTES: FIRE ALARM NOTES: 1. ALL WORK SHALL COMPLY WITH APPLICABLE 2014 OREGON ELECTRICAL 28. ALL GEN-BACKED CIRCUIT JUNCTION BOXES SHALL BE PAINTED RED WITH 1. DISCONNECT SWITCHES SHALL BE MANUFACTURED BY 'EATON BASE BUILDING SYSTEM: SILENT KNIGHT SPECIALTY CODE (OESC) BASED ON NEC 2014, 2014 OREGON ENERGY PANEL TAG AND CIRCUIT NUMBER INDICATED ON COVERS. PROVIDE SEPARATE CUTLER-HAMMER' OR APPROVED EQUAL BY 'SQUARE D' OR 'SIEMENS'. EFFICIENCY SPECIALTY CODE (OEESC) WITH FEDERAL AND STATE NEUTRALS FOR EACH GEN-BACKED CIRCUIT. 1. FURNISH AND INSTALL A COMPLETE OPERATIONAL CODE APPROVED SYSTEM 01:if REGULATIONS, AND ALL REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING 2. BRANCH OVERCURRENT PROTECTIVE DEVICES: BOLT-ON CIRCUIT INCLUDING ALL NECESSARY MATERIALS, LABOR, TESTING, PROGRAMMING, §: JURISDICTION. 29. COORDINATE AND VERIFY ALL ABOVE CEILING REQUIREMENTS (PLENUM, BREAKERS, REPLACEABLE WITHOUT DISTURBING ADJACENT UNITS. MODIFICATIONS, COORDINATION, ETC.., AS OUTLINED BELOW (INCLUDE ALL OF NON-PLENUM, AIR HANDLING, ETC.) AS REQUIRED BY LOCAL AUTHORITY BEFORE THE ASSOCIATED COST OUTLINED BELOW IN BIDS). '' 2. OBTAIN AND PAY FOR ALL PERMITS, INSPECTION FEES, TAXES, ETC. AS THE INSTALLATION AND PURCHASE OF ELECTRICAL EQUIPMENT, MATERIALS 3. PANELBOARDS: NEMA PB 1, LIGHTING AND APPLIANCE BRANCH-CIRCUIT FARMERS REQUIRED FOR THEIR PORTION OF THE WORK. AND DEVICES, AND THE ORDERING OF LIGHTING FIXTURES. TYPE. BRANCH OVERCURRENT PROTECTIVE DEVICES: BOLT-ON CIRCUIT 2. PROVIDE COMPLETE SYSTEM FIELD SURVEYS, FINAL DESIGN, SHOP BRE3. PREPARE AND SUBMIT TO ALL LOCAL AND GOVERNMENTAL AGENCIES AND 30. PROVIDE ALL RACEWAY REQUIREMENTS FOR A COMPLETE OPERATING BUS. DOCUMENTATION, REPLACEABLE WITHOUT DISTURBING ADJACENT UNITS. COPPER PERMIT/CONSTRUCTION PREPARATION, DO UM NTATION, ET. ENGINEERING DRAWNGSINDITEE AREA OF SYSTEM(S) HNSURANCE UTILITY COMPANIES, SHOP DRAWINGS AND/OR INSTALLATION DETAILS WHICH CONTROL, COMMUNICATION AND FIRE ALARM SYSTEMS. RACEWAY SYSTEM COVERAGE WITHIN CONTRACT LIMITS AND RECOMMENDED LOCATIONS OF ARE REQUIRED BY THESE AGENCIES FOR THEIR APPROVAL, INCLUDING FIRE SHALL INCLUDE EMT CONDUIT ROUTED TO THE CABLE TERMINATION LOCATION DEVICES. CONTROL AND COMMUNICATION NOTES: ALARM SYSTEM. WITH BUSHING ON END AND 4"X4"X2-1/8" DEEP JUNCTION BOXES WITH SINGLE GANG DRYWALL RING OPENING MOUNTED FLUSH HORIZONTALLY IN WALLS 3. IDENTIFY AND LABEL ALL RACEWAYS AND JUNCTION BOXES CONCEALED 1. PROVIDE A COMPLETE EMPTY METAL RACEWAY SYSTEM CONSISTING OF ALL Project 4. VISIT THE SITE TO DETERMINE THE FULL EXTENT OF WORK, BECOME FAMILIAR MINIMUM SIZE CONDUIT IS 3/4". COORDINATE QUANTITY OF CABLES PER DEVICE ABOVE CEILING TILE OR EXPOSED RUNS AS ADA EVERY 20 FEET AND AT CONDUIT, FITTINGS, BUSHINGS, PULLBOXES (PLENUM APPROVED AS WITH THE LOCAL CONDITIONS AND CODES RELATING TO THE WORK BEFORE AS NOTED ON DIRECTED BY SYSTEM INSTALLER. CONTRACTOR TO PROVIDE REQUIRED), OUTLET BOXES, ETC. FOR A FULLY FUNCTIONAL SYSTEM. CONDUIT TERMINATION WITH PERMANENT RED MARKING PEN. FARM ERS H I LLS BORO SUBMITTING A PROPOSAL. FAILURE TO DO SO WILL NOT RELIEVE THE FIRESEALS FOR ALL PENETRATIONS THROUGH FIRE RATED FLOORS AND WALLS ROUTING DENOTED ON DRAWINGS IS DIAGRAMMATIC AND ELECTRICAL OFFICE RELOCATION CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. AFTER INSTALLATION OF COMMUNICATION CABLING. CONTRACTOR SHALL COORDINATE ENTIRE CONDUIT INSTALLATION WITH THE 4. ALL REQUIRED SEPARATE (DEDICATED) CONDUIT RACEWAY SHALL BE 314" COMMUNICATIONS CONTRACTOR AND WITH FIELD CONDITIONS PRIOR TO MINIMUM. CONDUIT, BOXES, SUPPORTS, CABLING AND WIRING SHALL BE Prepared For 5. NOTIFY THE ARCHITECT AND ENGINEER IN WRITING OF ANY EQUIPMENT, 31. COORDINATE THE REQUIREMENTS OF THE ENTIRE COMMUNICATION SYSTEM FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. MAXIMUM MATERIALS, INSTALLATIONS, ETC. THAT ARE DEFICIENT OR IN VIOLATION OF PRIOR TO BID AND INSTALLATION. INSTALLATION. CONDUIT FILL OF 40% SHALL BE MAINTAINED AND SCHEDULED ON SUBMITTAL FARMERS INSURANCE LOCAL CODES AND REGULATIONS. 2. MINIMUM CONDUIT SIZING FOR A COMMUNICATIONS OUTLET SHALL BE 3/4 DRAWINGS TO FIRE DEPARTMENT. TIGARD, OR 32. ALL ITEMS SUSPENDED FROM DECK SHALL USE TOGGLE BOLTS. INCH UNLESS NOTED OTHERWISE. 6. FURNISH AND INSTALL ALL MATERIAL, LABOR, EQUIPMENT, DEVICES, 5. INSTALLATION OF ALL NEW SYSTEM DEVICES, COMPONENTS AND THE Contract No: 16.24752.00 FIXTURES, SERVICE REQUIREMENTS, ETC. NECESSARY FOR A COMPLETE AND 33. ANY CORING, ANCHOR SHOOTING, FLOOR CUTTING OR TRENCHING SHALL BE 3. ALL MODULAR JACKS AND PLATES FOR WALLS SHALL BE PROVIDED BY THE REMOVAL AND/OR RELOCATION OF EXISTING DEVICES INCLUDING ALL DEVICE FULLY OPERATIONAL ELECTRICAL SYSTEM/INSTALLATION. COMPLETED AFTER HOURS. COMMUNICATIONS CONTRACTOR. ALL WALL BOX OUTLETS SHALL BE FINAL TERMINATIONS AND MOUNTING SHALL BE PROVIDED BY THE ELECTRICAL INSTALLED BY E.C. IN A 4" X 4" X 2-1/8" DEEP JUNCTION BOXES WITH A SINGLE CONTRACTOR. HIRE THE LANDLORD'S FIRE ALARM SUBCONTRACTOR FOR 7. PERFORM WORK IN ACCORDANCE WITH THESE DRAWINGS. WHERE MORE 34. ELECTRICAL CONTRACTOR SHALL LIST ALL CORES ON A SEPARATE TERMINATION OF TENANT'S FIRE ALARM DEVICES AT LANDLORD'S BASE STRINGENT REQUIREMENTS ARE SET FORTH BY THE ARCHITECTURAL DRAWING. ALL CORES SHALL BE REVIEWED AND APPROVED BY STRUCTURAL GANG DRYWALL RING OPENING. MOUNTING OF PLATE SHALL BE AS SPECIFIED BUILDING FIRE ALARM PANEL. BY THE ARCHITECT. DRAWINGS OR LOCAL CODES AND REGULATIONS, THE GREATER ENGINEER. REQUIREMENTS SHALL GOVERN. 6. PROVIDE ALL INTERCONNECTING CABLING AND TERMINATIONS INCLUDING 4. EXACT TERMINATION LOCATION OF ALL COMMUNICATIONS CONDUITS SHALL 35. ALL CORES OR TRENCHING SHALL REQUIRE A FLOOR SCAN. IF AN AREA HAS BE COORDINATED WITH THE COMMUNICATIONS CONTRACTOR. ELECTRICAL DEVICES AND AUXILIARY EQUIPMENT FOR INTERFACE WITH THE EXISTING + 8. SHALL FURNISH THREE (3) COPIES OF THE FOLLOWING SHOP DRAWINGS FOR A LAYER OF PLYWOOD THE AREA MUST BE X-RAYED. X-RAYS SHALL BE CONTRACTOR SHALL STUB ALL CONDUITS AS REQUIRED BY THE BUILDING FIRE ALARM STROBE AND SPEAKER RISER SYSTEMS. ALL DEVICE REVIEW. SHOP DRAWINGS SHALL IDENTIFY EQUIPMENT SELECTIONS AND COMPLETED AFTER HOURS, COMMUNICATIONS CONTRACTOR AND PROVIDE AN INSULATED GROUNDING TERMINATIONS SHALL BE APPROVED BY THE LOCAL FIRE DEPARTMENT WITH INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, AND AND ALL OTHER BUSHING FOR EACH CONDUIT. APPROPRIATE TERMINAL BOXES, ENCLOSURES, ETC. APPROPRIATE INFORMATION REQUIRED FOR REVIEW: PANELBOARDS, TRANSFORMERS, LIGHTING FIXTURES AND LAMPS, WIRING DEVICES AND EXISTING CONDITION ELECTRICAL NOTES 5. COMMUNICATIONS CONTRACTOR SHALL PROVIDE ALL RISER AND 7. V.I.F. AVAILABLE, EXISTING CAPACITY PRIOR TO BIDS. SUBMIT AN ALTERNATE Hellmuth, Obata + Kassabaum, Inc. DISCONNECT SWITCHES, FIRE ALARM DEVICES, HORIZONTAL CABLING, TERMINATIONS, TERMINAL BLOCKS, SUPPORTS, COST INCLUDED IN BID SUBMITTAL BY ELECTRICAL CONTRACTOR WHICH 9530 Jefferson Boulevard 1. VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO BID AND INSTALLATION AND TESTING, JACKS, PLATES, LABELING, ETC. FOR A COMPLETE AND FULLY INCLUDES ALL WORK AND MATERIALS TO REUSE EXISTING RISER CAPACITY OR Culver City, CA 90232 USA 9. PROVIDE A WRITTEN GUARANTEE THAT GUARANTEES ALL WORK FOR ONE COORDINATE AND ADAPT ALL NEW WORK TO THE EXISTING CONDITIONS. ANY OPERATIONAL SYSTEM. ALL COMMUNICATIONS WORK SHALL BE COORDINATED INSTALL NEW RISER CAPACITY DOWN TO THE EXISTING FIRE ALARM SYSTEM t +1 310 838 9555 f +1 310 838 9586 YEAR FROM THE DATE OF FINAL COMPLETION AS ACCEPTED BY THE OWNER. NECESSARY MODIFICATIONS TO THE EXISTING CONDITIONS MUST BE REVIEWED WITH THE TENANT. CONTROL PANELS. PROVIDE ALL RISER CONDUIT INCLUDING PULLBOXES AND ALL DEFECTS IN MATERIAL INSTALLATION AND WORKMANSHIP SHALL BE BY THE ARCHITECT/ ENGINEER AND MUST BE MADE AT NO ADDITIONAL COST TO ACCESS FOR A COMPLETE INSTALLATION. 2lll eproduction&Intellectual property rights reserved 0 01 REMEDIED WITHOUT COST TO OWNER. THE OWNER. 6. PROVIDE A PULLSTRING FOR EACH EMPTY COMMUNICATIONS CONDUIT. In Association with 8. COORDINATE THE EXACT SIZE AND TYPE OF CEILING MOUNTED DEVICE FOR 10. PROVIDE TO THE OWNER AS-BUILT DRAWINGS FOR ALL CONTRACT WORK. 2. PERFORM WORK IN A NEAT AND ORDERLY MANNER AND USE CARE NOT TO 7. ALL CONDUIT BENDS SHALL BE WIDE RADIUS TYPE. E.C. SHALL PROVIDE WALL APPLICATIONS INCLUDING DRYWALL RINGS OR SPECIAL DEEP DAMAGE EXISTING STRUCTURES THAT ARE TO REMAIN. ANY AREA DAMAGED BY PLENUM RATED PULLBOXES FOR ALL RUNS WHERE MORE THAN THREE 90 BACKBOXES, PROVIDE SPECIAL OUTLET BOXES WITH APPROPRIATE EXTENSION 11. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. INSTALL EQUIPMENT TO THE CONTRACTOR IS TO BE REPAIRED AT NO COST TO THE OWNER AND SHALL DEGREE CONDUIT BENDS OCCUR OR WHERE CONDUIT RUN EXCEEDS 10041111111 RINGS AND FOR THE DEVICE. MEET THE FIELD CONDITIONS WITH COORDINATION FROM APPROVED SHOP MATCH THE EXISTING AREA. ALL REPAIR WORK WILL NEED TO BE APPROVED BY LINEAR FEET. SIZE AND LOCATE PULLBOXES AS REQUIRED, DUE TO EXISTING DRAWINGS. 9. THE SYSTEM INSTALLATION AND ALL COMPONENTS SHALL BE BUILDING THE ARCHITECT/OWNER. FIELD CONDITIONS, AND TO COMPLY WITH CODE. SYSKA SY STANDARD AND UL LISTED FOR FIRE PROTECTION SERVICE. (UL STANDARD 1480) 12. COORDINATE ALL WORK WITH THE RESPECTIVE TRADES AND VERIFY AND COMPLY WITH REQUIREMENTS OR FEDERAL REGISTER VOL. 56 NO. GROUP LOCATIONS AND REQUIREMENTS FROM THE ARCHITECTURAL DRAWINGS FIELD 3. VERIFY THE NUMBER OF SPACES AND SPARE BREAKERS ON ALL ELECTRICAL 8. PROVIDE FIRESEAL FOR ALL CONDUITS OR SLEEVES THAT PENETRATE AAmembereompangofSRGroup,l". PANELS AND PROVIDE NEW BREAKERS AS NECESSARY. NOTIFY THE ENGINEER FIRERATED FLOOR OR WALL. INSTALL FIRESEAL AFTER ALL WIRING HAS BEEN 144-4.28.3. MEASUREMENTS AND SUPPLIER SHOP DRAWINGS. Syska Hennessy Group, Inc. PRIOR TO BID AND INSTALLATION IF THERE IS NOT ENOUGH SPACE ON EXISTING PULLED. 33 330 N,Wabash Ave. PANELS TO ACCOMMODATE NEW CIRCUITING SHOWN ON FLOOR PLANS, 10. ALL DEVICE FINISHES SHALL BE RED SUBJECT TO APPROVAL OF THE FIRE Suite 1505 13. PROVIDE FOR RESTORATION OF ANY BASE BUILDING SURFACES AFFECTED 9. COMMUNICATIONS CONTRACTOR SHALL: DEPARTMENT. Chicago, IL 60611 BY NEW CONSTRUCTION TO THEIR ORIGINAL CONDITION. Tel:312.588.3560 4. RE-CIRCUIT OR REWORK ANY DEVICES NECESSARY TO INSURE THE PROPER A. FURNISH, INSTALL, AND LABEL ALL CABLES AND JACKS AS DIRECTED Fax: 312.588.3579 PERFORMANCE OF REMAINING EQUIPMENT, DEVICES AND CIRCUITS. BY THE TENANT. 11. PROVIDE COMPLETE INSTALLATION SHOP DRAWINGS OF ALL EQUIPMENT, www.syska.com 14. CHECK ALL DRAWINGS AND SPECIFICATIONS OF OTHER TRADES ANDDEVICES, POINT TO POINT DIAGRAMS INDICATING WIRING, TERMINATION, INCLUDE IN THEIR BID ANY ADDITIONAL WORK REQUIRED BY THIS TRADE. 5. COORDINATE WORK WITH OTHER CONTRACTORS, AND RELOCATE B. INSTALL, SWEEP TEST, AND REPLACE DEFECTIVE CABLING AS RACEWAY AND RISER DIAGRAMS FOR ENGINEER APPROVAL PRIOR TO 15. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND EQUIPMENT AS REQUIRED TO AVOID ANY CONFLICTS WITH OTHER TRADES. ALL REQUIRED. INSTALLATION AND SUBMITTAL FOR FIRE DEPARTMENT APPROVAL. Key Plan CHANGES SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO MOUNTING HEIGHTS OF ALL LIGHT FIXTURES SWITCHES, POWER AND 12. THE ADA COMPLIANT VISUAL ALARMS SHALL MEET THE FOLLOWING MINIMUM IMPLEMENTATION OF WORK. C. PROVIDE AS-BUILT RECORDS OF ALL CABLE LAYOUTS AND COMMUNICATIONS OUTLETS. ALL OUTLETS SHALL BE MOUNTED HORIZONTALLY TERMINATIONS, INCLUDING A WRITTEN CABLE TEST REPORT. REQUIREMENTS; UNLESS OTHERWISE NOTED. ELECTRICAL ENGINEERING DRAWINGS SHALL BE 6. ALL EXISTING ELECTRICAL WORK THAT IS DEMOLISHED SHALL BE REMOVED USED FOR CIRCUITING INFORMATION ONLY. NUMBERED CIRCUITS SHOWN ON FROM THE SITE AND PROPERLY DISPOSED OF. CREDIT SHALL BE GIVEN TO THE D. PROVIDE CABLE SLACK LENGTHS AT ALL ENDS AS DIRECTED BY A. THE LAMP SHALL BE A XENON TYPE OR EQUIVALENT. PLAN ARE FOR THE CONVEYANCE OF DESIGN INTENT ONLY. ACTUAL FIELD OWNER FOR ALL SALVAGEABLE ITEMS. TENANT AND REQUIRED BY THE JACK LOCATIONS CONDITIONS WILL AFFECT CIRCUITRY. THE BALANCING OF LOADS ON THE B. THE COLOR SHALL BE CLEAR OR NOMINAL WHITE. PANELS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. INDICATE THE 7. COORDINATE THE INTERRUPTION OF EXISTING SYSTEMS AND POWER WITH E. TERMINATE ALL CABLING PER MANUFACTURER'S REQUIREMENTS. ACTUAL CIRCUIT NUMBERS INSTALLED ON THE AS-BUILT DRAWINGS. THE OWNER, AND INCLUDE ALL OVERTIME HOURS REQUIRED IN THE ORIGINAL C. THE INTENSITY SHALL BE A MINIMUM OF 75 CANDELA. 16. PROVIDE TEMPORARY POWER FOR ALL TRADES, DURING CONSTRUCTION BID PROPOSAL, D. THE FLASH RATE SHALL BE A MINIMUM OF 1 HZ AND A MAXIMUM OF 3 AND REMOVE ALL TEMPORARY POWER AT THE COMPLETION OF 8. THE ENGINEER OR ENGINEERING DRAWINGS DO NOT MAKE AN REFERENCES FIRE SEAL SYSTEM: HZ. CONSTRUCTION. OF WHETHER OR NOT HAZARDOUS OR CONTAMINATED MATERIALS ARE Professional Seals - 1. PROVIDE 3M FIRESEAL SYSTEMS FOR ALL CORES AND RACEWAY E. STROBES SHALL BE PLACED 80 INCHES ABOVE THE HIGHEST FLOOR o PRope PRESENT AT THE SITE (ASBESTOS, PCB'S, ETC.)AND THEREFORE DOES NOT ,� ciiv� s 17. ALL EQUIPMENT, MATERIAL, WIRING DEVICES, ETC. SHALL BE NEW, UL PENETRATIONS IN FIRE RATED WALLS AND FLOORS. FIRESEAL ALL WALL AND LEVEL OR 6 INCHES BELOW THE CEILING, WHICHEVER IS LOWER. ` Fy, s'o CONSTITUTE CONTACT WITH SUCH MATERIALS. IF THESE MATERIALS ARE �, v LISTED, AND OF COMMERCIAL GRADE UNLESS NOTED OTHERWISE ON SUSPECTED, THE OWNER, ARCHITECT AND ENGINEER SHALL BE INFORMED. FLOOR PENETRATIONS, ETC. UTILIZING UL LISTED 3M PRODUCTS INSTALLED AS 893�PIw�, f DRAWINGS. PER MANUFACTURER'S INSTRUCTIONS TO MAINTAIN EXISTING AND NEW FIRE F. A VISUAL DEVICE SHALL BE LOCATED WITHIN 50 FEET HORIZONTAL 9. PERFORM ALL ELECTRICAL DEMOLITION WORK REQUIRED IN ORDER TO RATINGS. PLANE MEASUREMENT OREGON �' 18. ALL CONDUITS SHOULD BE SUPPORTED IN COMPLIANCE WITH CODE 77 "� „� w�' COMPLETE THE PROJECT SCOPE OF WORK AS OUTLINED IN THE CONTRACT o �' ae, 2a° REQUIREMENTS AND INSTALLED IN A MANNER AS TO AFFORD MINIMUM DOCUMENTS. THE FULL EXTENT OF THE DEMOLITION REQUIREMENTS ARE NOT 2. VERIFY EXACT FIRE RATING CONDITIONS AND LOCATIONS PRIOR TO FINAL 13. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIRE ALARM /9c. cp,0� 7 //1 INTERFERENCE WITH OTHER TRADES. ALL CONDUITS ABOVE CEILING SHALL BE BIDS. VERIFY EXACT QUANTITIES OF PENETRATIONS IN THE FIELD PRIOR TO COMMAND PANEL PROGRAMMING FOR EXISTING AND NEW STROBE INITIATION r RIGIDLY SUPPORTED BY SUITABLE HANGERS FROM THE STRUCTURAL SLAB SHOWN ON THESE DRAWINGS. REVIEW THE ARCHITECTURAL, DEMOLITION AND BIDS. 21 CONTRACT DRAWINGS WITH THE EXISTING CONDITIONS TO DETERMINE THE CIRCUITS SUBJECT TO LOCAL FIRE DEPARTMENT REVIEW AND APPROVAL. ALL EXPIRES: 7d (7 DECK OR FRAMING ABOVE, INDEPENDENT OF THE CEILING, CEILING SUPPORT WORK TO BE PERFORMED INCLUDING MATERIALS AND LABOR SHALL BE No. Description Date SYSTEM AND OTHER TRADE COMPONENTS. ALL CONDUITS SHALL BE EXTENT OF DEMOLITION REQUIRED. REROUTE, REMOVE OR RELOCATE ANY 3. ALL OPEN CONDUIT SLEEVE PENETRATIONS SHALL BE FIRE SEALED INSIDE INCLUDED WITHIN CONTRACT. COMPLETE: 1 90%REVIEW June 262017 CONCEALED UNLESS OTHERWISE NOTED ON DRAWINGS. EXISTING ELECTRICAL MATERIAL, EQUIPMENT AND DEVICES THAT INTERFERES AND OUTSIDE BY ELECTRICAL CONTRACTOR AFTER ALL CABLING IS 2 BID/PERMIT July 06 2017 WITH THE NEW WORK OR THE REMOVAL OF EXISTING CEILINGS AND WALLS. COMPLETELY INSTALLED. FIRE SEAL METHODS AT SLEEVES SHALL BE A. ALL SUBMITTALS AND FIRE DEPARTMENT INSPECTIONS SHALL BE 19. ALL CONDUITS SHALL BE GALVANIZED STEEL ELECTRIC METALLIC TUBING VERIFY WITH THE OWNER WHAT ELECTRICAL EQUIPMENT, DEVICES FIXTURES, PROVIDED BY ELECTRICAL CONTRACTOR AND SHALL BE SUBJECT TO THE SCHEDULED IN ADVANCE AND BE EXECUTED EXPEDITIOUSLY SO AS TO ETC. SHALL BE TURNED OVER TO THE OWNER OR REMOVED FROM THE (EMT), 3/4" MINIMUM, WITH INSULATED THROAT STEEL COMPRESSION TYPE APPROVAL OF THE CABLING CONTRACTOR. PROVIDE CAPS FOR UNUSED MEET THE OCCUPANCY DATE. CONNECTORS AND COUPLINGS. CONDUITS LARGER THAN 2" SHALL BE ELECTRIC PREMISES. REVIEW THE REMOVAL AND RELOCATION OF EQUIPMENT WITH THE CONDUIT SLEEVES AND FIRE SEAL TO MAINTAIN THE ORIGINAL FIRE RATING OF METALLIC TUBING (EMT). CONDUITS EXPOSED TO THE WEATHER SHALL BE OWNER, ARCHITECT AND ENGINEER PRIOR TO WORK. COORDINATE ALL THE FLOOR SLAB INCLUDING EXISTING CORES THAT ARE NOT TO BE REUSED. B. PERFORM AND COORDINATE ALL FUNCTION AND DEVICE TESTING. FOR A HEAVY WALL GALVANIZED STEEL RIGID CONDUIT. REMOVAL WORK WITH OTHER TRADES. COMPLETE OPERATIONAL SYSTEM AS OUTLINED BELOW (INCLUDE ALL OF 10. AS A RESULT OF EXISTING ELECTRICAL WORK TO BE REMOVED, THE LIGHTING CONTROL SYSTEM COMMISSIONING REQUIREMENTS: THE ASSOCIATED COSTS OUTLINED BELOW IN BIDS): 20. ALL BACKBOXES SHALL BE GALVANIZED STEEL OF THE KNOCKOUT TYPE AND CONTRACTOR SHALL COMPLETELY REMOVE ALL ELECTRICAL MATERIALS SHALL BE PROPERLY SUPPORTED. PROVIDE CONDUIT LOCKNUTS AND 1) ALL SYSTEM DEVICE TESTING, BALANCE AND FUNCTION TESTS BUSHINGS, BLANK COVERS, PLASTER RINGS, DEVICES AND COVER PLATES AS EQUIPMENT, DEVICES, ETC. BACK TO THE FIRST OUTLET UNAFFECTED BY THE 1. OWNER SHALL PROVIDE COMMISSIONING SERVICES TO CONDUCT AND SHALL BE PROVIDED FOR ALL WORK INSTALLED AND MODIFIED CHANGE. CERTIFY THE FOLLOWING FUNCTIONAL TESTS FOR THE LIGHTING CONTROL Q REQUIRED FOR A COMPLETE INSTALLATION. ALL UNUSED KNOCKOUTS SHALL BE SYSTEM: WITHIN CONTRACT LIMITS OF CONSTRUCTION, INCLUDING SEALED, 11. RING OUT CIRCUITS IN EXISTING PANEL AFFECTED BY THE WORK. WHERE ADJACENT AREA OUTSIDE OF CONTRACT AREAS AFFECTED BY ADDITIONAL CIRCUITS ARE NEEDED, RE-USE CIRCUITS AVAILABLE FOR REUSE. WORK IN THIS CONTRACT. 0 21. LIQUID TIGHT FLEXIBLE STEEL CONDUIT SHALL BE USED FOR FINAL A. CONFIRM SEQUENCE OF OPERATION OF LIGHTING CONTROL PANELS, z CONNECTION TO ALL MOTORS. INSTALL NEW CIRCUIT BREAKERS AS REQUIRED. REMOVE ALL EXISTING WIRE INCLUDING AUTOMATIC TIMER CONTROL, LOCAL OVERRIDE OF AUTOMATIC 2) REPLACEMENT OF ALL DEFECTIVE AND/OR INSTALLED MATERIALS, o NO LONGER IN USE FROM PANEL TO EQUIPMENT. TAG UNUSED CIRCUITS AS TIMER AT 1 HOUR SETTING. WIRING, COMPONENTS AND DEVICES SHALL BE PROVIDED BY I- SPARE. WHERE EXISTING CIRCUITS ARE INDICATED TO BE REUSED, USE 22. FIRE RATED SEALS SHALL BE PROVIDED FOR ALL CONDUIT PENETRATIONS SENSING MEASURING DEVICES TO VERIFY CIRCUITS FEEDING PROJECT AREA ELECTRICAL CONTRACTOR AND/OR FIRE ALARM CONTRACTOR. L THROUGH FIRE RATED FLOORS, WALLS AND CEILINGS. ARE NOT IN USE. ALL LOADS AND CIRCUITS TO EXISTING PANELBOARDS SHALL B. PROVIDE THE FOLLOWING FUNCTIONAL TESTS FOR VACANCY LU BE BALANCED BETWEEN PHASES. SENSORS AND PHOTOSENSORS: 3) PROVIDE ALL WRITTEN COMPLETE TEST REPORTS AND SUBMIT TO 23. ALL WIRE AND CABLE SHALL BE 600 VOLT, COPPER, THERMOPLASTIC ENGINEER. (NI cp INSULATED TYPE THWN. MINIMUM WIRE SIZE TO BE#12 AWG. ALL WIRE#10 AWG 12. DEVICES WITHIN A COMMON WALL SHALL BE OFFSET, NOT BACK TO BACK, a.) CONFIRM THE SENSITIVITY AND TIME-OUT ADJUSTMENTS FOR AND SMALLER TO BE SOLID AND ALL WIRE#8 AND LARGER TO BE STRANDED. WITH SOUND ATTENUATED PADS. EACH VACANCY SENSOR YIELDS ACCEPTABLE PERFORMANCE; VERIFY 4) PROVIDE ALL NECESSARY INSTRUMENTATION AND MONITOR TEST LU VACANCY SENSOR TURNS LIGHTS OFF AT 15 MINUTES. EQUIPMENT. w 24. ALL BRANCH CIRCUITS SHALL BE GROUPED INTO PHASE BALANCED U) HOMERUNS WITH A MAXIMUM OF SIX CIRCUITS PER HOMERUN. BRANCH CIRCUIT C. EQUIPMENT AND SERVICE: b.) CONFIRM THAT EACH PHOTOSENSOR CONTROLS REDUCE o WIRING WHICH EXCEEDS 75' IN LENGTH FROM PANEL TO CENTER OF LOAD ELECTRIC LIGHT LEVELS BASED ON THE AMOUNT OF USABLE DAYLIGHT IN THE o SHALL BE MINIMUM#10 AWG. THE AMPACITY OF MULTIPLE BRANCH CIRCUITS OR 1) ALL EQUIPMENT SHALL BE BUILDING STANDARD TYPE. in CONDUCTORS IN ONE CONDUIT SHALL BE RATED PER CODE AND DE-RATED AS SPACE. SENSOR SHALL BE SET AT 30 FOOT-CANDLES. REQUIRED. 2) APPROVED FIRE ALARM SYSTEM NEW EQUIPMENT AND DEVICES N PROVIDE A WRITTEN REPORT OF ALL OF TESTS AND OBSERVATIONS. RECORD SHALL BE COMPATIBLE WITH EXISTING FIRE ALARM SYSTEM DEFECTIVE MATERIALS AND WORKMANSHIP AND UNSATISFACTORY TEST EQUIPMENT MANUFACTURERS TO MAINTAIN SYSTEM UL RATING Project Tu 0_1 25. VERIFY ALL EQUIPMENT PLUG CONFIGURATIONS BEFORE PURCHASE AND No: ZHK35000 w INSTALLATION OF ALL RECEPTACLE REQUIREMENTS. RESULTS, WITH A RECORD OF REPAIRS AND ADJUSTMENTS TO THE OWNER AND AUTHORITY HAVING JURISDICTION APPROVAL. 'O WITHIN 90 DAYS OF SYSTEM INSTALLATION AND STARTUP. Sheet Title o 26. ALL CIRCUIT BREAKERS SHALL BE BOLT ON TYPE MATCHING PANELBOARD SPECIFICATIONS °- MANUFACTURER AND WITH AIC RATING TO MATCH AIC RATING OF PANELBOARD. co 27. PROVIDE ADEQUATE IDENTIFICATION ON ALL ELECTRICAL ITEMS INCLUDING to cs" ENGRAVED PLASTIC LAMINATE NAMEPLATES ON ALL PANELBOARDS, ti TRANSFORMERS, DISCONNECT SWITCHES AND MOTOR STARTERS. PROVIDE Q ENGRAVED INSCRIPTIONS ON COVER PLATES OF LOCAL USER DISCONNECT Original drawing is 42 x 30. Do not scale contents of this drawing. co SWITCHES, MANUAL STARTERS AND PILOT LIGHT SWITCHES. PROVIDE A NEW Sheet Number N- TYPE WRITTEN, UPDATED PANEL DIRECTORY FOR ALL NEW AND EXISTING E002 -ice PANELS. LABEL ALL BRANCH CIRCUIT WIRING AT EACH BREAKER. 0 a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SHEET NOTES 1. ALL EQUIPMENT IS EXISTING TO REMAIN U.N.O. 2. ALL NEW FEEDERS SHALL BE ROUTED IN EMT TYPE CONDUIT.ALL NEW CONDUCTORS SHALL BE Arri* THHN/THWN WITH A TEMPERATURE RATING OF 90 DEGREES C. t'''W - A FARMERS INSURANCE \/ Project FARMERS HILLSBORO EXISTING OFFICE RELOCATION Prepared For FARMERS INSURANCE TIGARD, OR 3000A, 208/120V, 30, 4W SECTION 1600A, 208/120V, 30, 4W SECTION 800A, 208/120V, 30, 4W SECTION Contract No: 16.24752.00 -- - - - - - - - - - - - - - -- - -- - - - -POWER DISTRIBUTION EQUIPMENT: T - - - F � EXISTING SWITCHBOARD I I I SWBD1 I CONTRACTOR SHALL VERIFY ACTUAL 1 20$0 20ML0 V FAULT CURRENT AVAILABLE FROM THE 30 4W ELECTRICAL UTILITY COMPANY. GEAR i O MANUFACTURER SHALL PERFORM A II SHORT CIRCUIT CALCULATION TO , 1 i r r + ENSURE POWER DISTRIBUTION ' LEGEND EQUIPMENT IS RATED FOR THE FAULT I 1 CURRENT AVAILABLE. NOTIFY THE 400A - 1200A ' : 200A 200A 400A 800A ' 200A 200A 200A 200A 200A 200A ' ENGINEER IF EQUIPMENT AIC RATINGS I O NEW LOAD AT SWBD1 IS NEW I NEED TO BE MODIFIED. 1 L I 2 2 O , , 494.373 KVA EXISTING Hellmuth, Obata + Kassabaum, Inc. - L - - SPARE - - - - _ - _ _ - SPARE - I SPARE - SPARE SPARE - SPARE - SPARE SPARE - - I 1,372.24 AMPS 9530 Jefferson Boulevard J Culver City, CA 90232 USA NEW (2) SETS 4#3/0, 1#3G IN 2"C. O SHEET KEYNOTES t +1 310 838 9555 f +1 310 838 9586 1. PROVIDE AND INSTALL NEW FUSES: CLASS R WITH 20production&intellectual property rights reserved 15 NEW 4#3/0, 1#6G IN 2"C. FUSE KIT IN EXISTING SPARE SWITCH. PROVIDE In Association with I AND INSTALL NEW FEEDER AND PROVIDE CONNECTION TO EXISTING PANELBOARD. 2. PROVIDE NEW FUSES: CLASS R WITH FUSE KIT IN illit EX. PANEL NEW NEW DOUBLE TUB EXISTING SPARE SWITCH. PROVIDE AND INSTALL 0 EXISTING o L PANEL M3 PANEL M2 NEW CONNECTION TO NEW PANELBOARD. SYSIM HENNESSY 225A MLO 225A MLO 400A MLO GROUP 208/120V 208/120V 208/120V 3. NEW EM LIGHTING INVERTER. PROVIDE AND Amember company ofSHGroup,Inc . 30, 4W 30, 4W 30, 4W INSTALL TYPE "3-EM-4-S-B-120-20-10-M" LIGHTING Syska Hennessy Group, inc. 10KAIC 65KAIC 65KAIC INVERTER MANUFACTURED BY "MYERS POWER 330 N.Wabash Ave. SYSTEM" OR APPROVED EQUAL. 208V INPUT AND Suite 1505 Chicago, IL 60611 120V OUTPUT VOLTAGE, 2.8KVA. CONNECT Tel:312.588.3560 LIGHTING FIXTURES INDICATED WITH "EM"AND Fax:312.588.3579 EXIT SIGNS. 90 MIN BACK-UP TIME PER NEC.REFER www.syska.com TO SHEET E3-01 FOR ADDITIONAL INFORMATION. Key Plan 1000A, 208/120V, 30, 4W SECTION 800A, 208/120V, 30, 4W SECTIONS 600A, 208/120V, 30, 4W SECTION [ POWERDISTRIBUTJONEQUIPMENT: r--- r I I I I -1 CONTRACTOR SHALL VERIFY ACTUAL FAULT CURRENT AVAILABLE FROM THE I Professional Seals '".; ' ELECTRICAL UTILITY COMPANY. GEAR I 1 ��` 'i.�o P o'fSsra MANUFACTURER SHALL PERFORM A I I I I I I I I �.�; SHORT CIRCUIT CALCULATION TO I I X89317 ' ENSURE POWER DISTRIBUTION ' / / EQUIPMENT IS RATED FOR THE FAULT OREGON •a v CURRENT AVAILABLE. NOTIFY THE ' ; 200A 200A 0 200A El 200A 200A 600A ' ' 200A 200A ; 400A 200A ' -p� CY aB, 2°• Qt �•'j� zei ENGINEER IF EQUIPMENT AIC RATINGS- I" C. GP I I NEED TO BE MODIFIED. J O O O I i O. I 2/11j - - - EXPIRES: � 1 ! 1-7 L_ - - - - - - - - SPARE - SPARE 1 L - - _ _ - SPARE - SPARE No. Description Date 1 90%REVIEW June 26 2017 2 BID/PERMIT July 06 2017 EXISTING -- o = NEW 4#3/0, 1#6G IN 2"C. NEW 4#3/0, 1#6G IN 2"C. 20�2P EX. PANEL NEW DOUBLE TUB EX. PANEL EX. PANEL c> NEW 2#10, 1#10G IN 3/4"C. NEW PANEL K EX. PANEL E B PANEL I F G 225A MLO M .Q- 225A MLO 225A MLO 225A MLO 225A MLO ■© 208/120V 400A MLO 6 208/120V 2081120V 208/120V 208/120V 30, 4W 208/120V g 30, 4W 30, 4W 30, 4W 30, 4W 35KAIC 30, 4W 0 10KAIC 35KAIC 10KAIC 10KAIC 10KAIC CD 0 w Z J w J C.7 Z (!J co O O w I- w w 2 [f) 0 Q 0 a 0 a Lo M w Project Z il No: ZHK35000 w 1 SINGLE LINE DIAGRAM O E0-03 N.T.S. Sheet Title 0 SINGLE LINE DIAGRAM Co O N T T Original drawing Is 42 x 30. Do not scale contents of s drawing. NSheet Number co i` E003 O ` REFERENCE ONLY NOT APPROVED WITH THIS PERMIT RM 140,141A,142(Common Space Types:Office-Enclosed 638 sq.ft.) ❑ In malls and arcades,auditoriums,single-tenant retail spaces,industrial facilities and arenas,the area controlled shall not exceed I A:A:2'X 4':Other: 1 9 61 549 20,000 square feet. S Co nference:(Commpn Space Types:ConferenceiMeeting/Muitipurppse 547 sq.ft.) Plans reference page/section: COMcheck Software Version 4.0.6.1 A A 2X4':Other: 1 6 61 366 14.Holiday scheduling.Automatic lighting shutoff operating on a time-of-dayscheduled basis has an automatic holidayschedulingfeature ■ ■ ■ Womens RR,Locker,Shower(Common Space Types:Restrooms 555 sq.ft.) ❑ Y 9 9 P 9 Sti, Interior L�ght�ng Compliance B:fi"Open LED Downlight:Other: 1 56 616 that turns off all loads for at least 24 hours,then resumes the normally scheduled operation. E:E:LED STRIP LIGHT:Other: 1 9 3 27 Exception(s): FARMERS CertificateMen's RR,Locker,Shower(Common Space Types:Restrooms 573 sq.ft.) T ❑ Retail stores and associated malls,restaurants,grocery stores,places of religious worship,theaters and exterior lighting zones. B:B:6"Open LED Downlight:Other: 1 14 56 784 ❑ Single zone electronic time control devices and self-contained wall box preset lighting controls. E:E:LED STRIP LIGHT:Other: 1 7 3 21 INSURANCE Section 1: Project Information Gym(Gymnasium/Exercise Center Exercise Area 871 s4.ft) '! L Plans reference page/section: A:A:2'X 4':Other: 1 13 61 793 Energy Code:2014 Oregon Energy Efficiency Specialty Code L] 15.Exterior lighting controls,Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a Project Title:ZHK35000 Mezzanine(Common Space Types:Office.-Open Plan 3470 sq fl.);- -:.., - photosensor and a time switch,or an astronomical time switch.Lighting designated for dusk-to-dawn operation shall be controlled by Project Type:Alteration D:D:6'Suspended Linear Fixture:Other: 1 38 50 1900 an astronomical time switch or photosensor. F:F:4'Linear:Other: 1 2 33 66 Plans reference page/section: Construction Site: Owner/Agent: Designer/Contractor: P 9 Hallway 137(Common Space Types:Corridor/Transition 367 sq.ft) Project 6600 SW Hampton Street PAC Trust Pacific Parkway Center Syska Hennessey Group LED 2:B:6"OPEN LED DOWNLIGHT:Other: 1 8 56 448 ❑ 16.Tandem wiring.The following luminaires located within the same area shall be tandem wired: Tigard,OR 97224 330 N Wabash 1.Fluorescent luminaires equipped with one,three or odd-numbered lamp configurations,that are recess-mounted within 10 feet FARMERS H I L LS BO RO Suite 1505 Total Proposed Watts= 21571 center-to-center of each other. Chicago,IL 60611 2. Fluorescent luminaires equipped with one,three or any odd-numbered lamp configuration,that are pendant-or surface-mounted OFFICE RELOCATION 3125883560 Section 4: Requirements Checklist within 1 foot edge-to-edge of each other. Exception(s): Section 2: Interior Lighting and Power Calculation In the following requirements,blankcheckboxesidentifyrequirementsthattheapplicanthasnotacknowledgedasbeingmet. Checkmarks Prepared For 9 9 ❑ Where electronic high-frequency ballasts are used. identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference pagelsection'identifies where in A B C D the planslspecs the requirement can be verified as being satisfied. ❑ Luminaires on emergency circuits. FARMERS INSURANCE Area Category Floor Area Allowed Allowed Watts Lighting Wattage: ❑ Luminaires with no available pair in the same area. (ft2) Watts I ft2 (B x C) Huddles 1,2,3(Common Space Types:Office-Enclosed)(CeilingHeight 8 ft.) 394 0.97 382 ❑ 1. Total proposed watts must be less than or equal to total allowed watts. TIGARD, OR yp g Allowed Wattage:35808 Proposed Wattage:21571 Plans reference page/section: W Outer Open Office(Common Space Types:Office-Open Plan)(Ceiling 3668 0.93 3411 Complies:YES Height 8 ft.) ❑ 17.Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control W Inner Open Office(Common Space Types:Office-Open Plan)(Ceiling 4310 0.99 4267 Mandatory Requirements: of the nonexempt lighting. Contract No: 16.24752.00 Height 12 ft.) ❑ 2. Exit signs.Internally illuminated exit signs shall not exceed 5 watts per side. Plans reference page/section: NW Open Office(Common Space Types:Office-Open Plan)(Ceiling Height 12 874 0.99 865 ft.) Plans reference page/section: ❑ 18.Each dwelling unit in a building is metered separately. Reception(Common Space Types:Lobby)(Ceiling Height 9 ft.) 656 0.9 590 3. Daylight zone control.All daylight zones areprovided with individual controls that control the lights independent ofgeneral area lighting❑ 9 P 9 9 Plans reference page/section: N Conference(Common Space Types:Conference/Meeting/Multipurpose) 230 1.11 255 in the non-daylight zone.In all individual daylight zones larger than 350 sq.ft.,automatic daylight controls is provided.Automatic (Ceiling Height 9 ft.) daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control, , �) ,_tit ; 2--,:-.ii:7� a y : a q,, � aa,. ; ^.. ..-im ...:. .«x,.... ;; ... -.� .\a d i-a^ :..a. . Y�'.:-.. . .boa ; �?me.... � i.. j V. ,,... _1. NE Open Office(Common Space Types:Office-Open Plan)(Ceiling Height 12 803 0.99 795 while maintaining a uniform level of illumination.Contiguous daylight zones adjacent to vertical fenestration may be controlled by a '� � ° �� •� ft.) single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations(i.e.,north,east, O E Outer Open Office(Common Space Types:Office-Open Plan)(Ceiling 5190 0.99 5138 south,west).Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical fenestration. Section 5: Compliance Statement Height 12 ft.) Exception(s): -I- RM 110, 111 (Common Space Types;Office-Enclosed)(Ceiling Height 9 ft.) 237 0.97 230 ❑ Retail spaces adjacent to vertical glazing(retail spaces under overhead glazing are not exempt). Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and E Inner Open Office(Common Space Types:Office-Open Plan)(Ceiling Height 4077 0.99 4036 ❑ Display,exhibition and specialty li htin9 other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2014 Oregon Energy Y 12 ft.) RM 121-125(Common Space Types:Office-Enclosed)(Ceiling Height 9 ft.) 792 0.97 768 ❑ HID lamps 150 watts or less. Efficiency Specialty Code requirements in COMcheck Version 4.0.6.1 and to comply with the mandatory requirements in the Requirements S Inner Open Office+Hallway(Common Space Types;Office-Open Plan) 3495 0.99 3460 ❑ Spaces required to have occupancy sensors. Checklist. (Ceiling Height 12 ft.) RM 104-107(Common Space Types:Office-Enclosed)(Ceiling Height 9 ft.) 426 0.97 413 Plans reference page/section: Tim Campbell - Associate Partner //4(74'717(-1107/06/17 HellmuthLounge(Common Space Types:Lounge/Recreation)(Ceiling Height 8 ft.) 2007 0.73 1465 ❑ 4. Interior lighting controls.At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor area and Name-Title Signa Date , Obata + Kassabaum, Inc. Large Conference(Common Space Types:Conference/Meeting/Multipurpose) 995 1.11 1104 each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area served by the controls or are 9530 Jefferson Boulevard (Ceiling Height 10 ft.) a remote switch that identifies the lights served and indicates their status. Culver City, CA 90232 USA W Mens,Womens,Uni,Mothers Room(Common Space Types:Restrooms) 662 0.82 543 Exception(s): t +1 310 838 9555 f +1 310 838 9586 (Ceiling Height 9 ft.) ❑ Lighting systems serving areas designated as security or emergency areas that must be continuously lighted. MDF(Common Space Types:Electrical/Mechanical/Data Center)(Ceiling Height 207 0.95 197 ❑ Lighting in public areas such as concourses,stairways or corridors that are elements of the means of egress with switches that 9 ft.) are accessible only to authorized personnel. All reproduction&intellectual property rights reserved r Janitor Closet(Common Space Types:Active Storage)(Ceiling Height 9 ft.) 88 0.63 55 2015 ❑ Lighting for warehouses,parking garages or spaces using less than 0.5 watts per square foot. Training(Common Space Types:Classroom/Lecturelrraining)(Ceiling Height 9 1185 1.23 1458 In Association with ft.) ❑ Lighting for contiguous,single-tenant retail spaces. Storage RM(Common Space Types:Active Storage)(Ceiling Height 9 ft.) 347 0.63 219 Plans reference page/section: RM 140, 141A, 142(Common Space Types:Office-Enclosed)(Ceiling Height 9 638 0.97 619 ft.) ❑ 5. Sleeping unit controls.Master switch at entry to hotel/motel guest room. S Conference(Common Space Types:ConferencelMeetinglMultipurpose) 547 1.11 607 rilir (Ceiling Height 9 ft.) Plans reference page/section: Women's RR,Locker,Shower(Common Space Types:Restrooms)(Ceiling 555 0.82 455 0 Height 9 ft.) sy ��� p._. ......___W_�._.�___ ____.�...___., .__ _..._..�,___. _�_.________...._.__ G RO U P Project Title: ZHK35000 Report date: 07/05/17 Project Title: ZHK35000 Report date: 07/05/17 Project Title:ZHK35000 Report date: 07/05/17 A member company of SFGroup,Inc Data filename: PACHOW1EP_EIZHK350001Design_InformationlLightinglComcheck.cck Page 1 of 5 Data filename:P;ICHOIMEP_EIZHK350001Design_InformationlLightinglComcheck.cck Page 3 of 5 Data filename: P:ICHOIMEP_E1ZHK350001Design_Information1Lighting1Comcheck.cck Page 5 of 5 Syska Hennessy Group, Inc. 330 N.Wabash Ave. Suite 1505 Men's RR,Locker,Shower(Common Space Types:Restrooms)(CeilingHeight 573 0.82 470 ❑ 6. Egress lighting.Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut off during P YP ) g Chicago, IL 60611 9 ft.) periods that the building space served by the means of egress is unoccupied. Gym(Gymnasium/Exercise Center:Exercise Area)(Ceiling Height 9 ft.) 871 0.72 627 Exception(s): Tel:312.58$.3560 Buildingexits as defined in Section 1002 of the Oregon Structural SpecialtyCode. Fax:312.588.3579 Mezzanine(Common Space Types:Office Open Plan)(Ceiling Height 8 ft.) 3470 0.93 3227 ❑ 9 www,syska.com Hallway 137(Common Space Types:Corridor/Transition)(Ceiling Height 12 ft.) 367 0.41 150 Plans reference page/section: Total Allowed Watts= 35808 (a) Allowed watts per sq.ft.adjusted for ceiling height. ❑ 7. Additional controls.Each area that is required to have a manual control shall have additional controls that meet the requirements of Sections 505.2.2.1 and 505.2.2.2. Section 3: Interior Lighting Fixture Schedule Plans reference page/section: Key Plan ❑ 8. Light reduction controls.Each space required to have a manual control also allows for reducing the connected lighting load by at least A B C D E 50 percent by either Fixture ID: Description/Lamp I Wattage Per Lamp I Ballast Lamps! #of Fixture (C X D) 1)controlling(dimming or multi-level switching)all luminaires;or Fixture Fixtures Watt. 2)dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps;or Huddles 1,2,3(Common Space Types:Office-Enclosed 394 sq.ft.) 3)switching the middle lamp luminaires independently of other lamps;or A:A:2'X 4':Other: 1 6 61 366 4)switching each luminaire or each lamp. W Outer Open Office(Common Space Types:Office-Open Plan 3668 sq.ft.) Exception(s): G:0:6'Suspended Linear Fixture:Other: 1 43 21 903 ❑ Only one luminaire in space. H:H:8'WALL MOUNTED Linear Fixture:Other: 1 4 42 168 ❑ An occupant-sensing device controls the area. W Inner Open Office(Common Space Types:Office-Open Plan 4310 sq.ft.) ❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit. D:D:6'Suspended Linear Fixture:Other: 1 35 50 1750 ❑ Electrical and mechanical room. NW Open Office(Common Space Types:Office-Open Plan 874 sq.ft.) ❑ Areas that use less than 0.6 Watts/sq.ft. C:C:2'PEDANTS:Other: 1 14 36 504 Plans reference page/section: Reception(Common Space Types:Lobby 656 sq.ft.) C:C:2'PEDANTS:Other: 1 6 36 216 ❑ 9. Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas.This automatic control device shall function on either: Professional Seals F:F:4'LINEAR:Other: 1 4 33 132 1)a scheduled basis,using time-of-day,with an independent program schedule that controls the interior lighting in areas that do not sca PAI 4- . N Conference(Common Space Types:Conference/Meeting/Multipurpose 230 sq.ft.) exceed 10,000 square feet and are not more than one floor;or �iG ss .7 ca NGtN �c 1° A:A:2'X 4':Other: 1 2 61 122 2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space;or CN NE Open Office Common Space Types:Office-Open Plan 803 sq.ft.) 3)a signal from another control or alarm system that indicates the area is unoccupied. 7'267317'4E4r,1' P c P YA A q ) C:C:4"Surface Downlight:Other: 1 12 36 432 Exception(s): • E Outer Open Office(Common Space Types:Office-Open Plan 5190 sq.ft.) ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. D:D:6'Suspended Linear Fixture:Other: 1 44 50 2200 Plans reference page/section: / .1 ,. � OREGON p v RM 110, 111 (Common Space Types:Office-Enclosed 237 sq.ft.) ?2. �( AN, Z4(-71/❑ 10,Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. df, .08, 2- .eA:A:2'X 4';Other: 1 2 61 122 41� C. Gp� 7 E Inner Open Off€ce(Common Space Types:Office-Open Plan 4077 sq.ft.) Plans reference page/section: D:0:6'Suspended Linear Fixture:Other: 1 38 50 1900 ❑ 11.An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space. F:F:4'Linear:Other: 1 1 33 33 Exception(s): EXPIRES: j 1 1'7 RM 121-125(Common Space Types:Office-Enclosed 792 sq.ft-) ❑ Classrooms and lecture halls. No. Description Date A:A:2'X 4`:Other: 1 12 61 732 ❑ Conference,meeting and training rooms. 1 90%REVIEW June 26 2017 S Inner Open Office+Hallway(Common Space Types:Office-Open Plan 3495 sq.ft.) ❑ Employee lunch and break rooms. 2 BID/PERMIT _ July 06 2017 D: D:6'Suspended Linear Fixture:Other: 1 24 50 1200E ❑ Rooms used for document copying and printing. •Q F:F:4'Linear;Other; 1 5 33 165 ❑ Office spaces up to 300 square feet. RM 104-107(Common Space Types:Office-Enclosed 426 sq.ft.) LI Restrooms. (} A:A:2'X 4':Other: 1 6 61 366 ❑ Dressing,fitting and locker rooms. © Lounge(Common Space Types:Lounge/Recreation 2007 sq.ft.) L.1.- A:A:2'X 4':Other: 1 25 61 1525 Plans reference page/section: QB:B:6"OPEN LED DOWNLIGHT:Other: 1 3 56 168 ❑ 12.Additional controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a O Large Conference(Common Space Types:Conference/Meeting/Multipurpose 995 sq.ft.) space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and E.L A:A:2'X 4':Other: 1 12 61 732 supply rooms up to 1000 square feet. W,Mens,Womens,Uni,Mothers Room(Common Space Types:Restrooms 662 sq.ft.) Plans reference page/section: W A:A:2'X 4':Other: 1 2 61 122 U W B:B:6"Open LED Downlight:Other: 1 16 56 896 ❑ 13.Occupant override.Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an override switching device U E:E: LED STRIP LIGHT:Other: 1 9 3 27 that: 1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled by that switch,or Z so that the area being lit is annunciated,3)is manually operated,4)allows the lighting to remain on for no more than 2 hours when an Q MDF(Common Space Types:Electrical/Mechanical/Data Center 207 sq.ft.) override is initiated,and 5)controls an area not exceeding 2,000 square feet. J A:A:2'X 4':Other: 1 2 61 122 Exception(s): 0 M Janitor Closet(Common Space Types:Active Storage 88 sq.ft.) ❑ In malls and arcades,auditoriums,single-tenant retail spaces,industrial facilities and arenas,where captive-key override is 0 A:A:2'X 4`:Other 1 1 61 61 utilized,override time is permitted to exceed 2 hours. (' Training(Common Space Types:Classroom/LecturefTraining 1185 sq.ft.) Z A:A:2'X 4':Other: 1 12 61 732 2 Storage RM(Common Space Types:Active Storage 347 sq.ft.) (.9 A:A:2'X 4':Other: 1 5 61 305 7 DC E Project Title: ZHK35000 Report date: 07/05/17 Project Title: ZHK35000 Report date: 07/05/17 W I- Data filename: P:ICHOIMEP_E\ZHK350001Design_Information1LightinglComcheck.cck Page 2 of 5 Data filename: P:ICHOIMEP_E\ZHK35000)Design_InformationlLightinglComcheck.cck Page 4 of 5 Z_ a 0 LU I- i-- W W 2 CO CI Q 0 0 0 0 LC) CO Y 2 N Wl i2 No: ZHK35000 W 2 Sheet Title 0 Z 0 INTERIOR LIGHTING a COMPLIANCE N CERTIFICATE c M Q N T ti Original drawing is 42 x 30. Do not scale contents of this drawing. O N Sheet u m er co l- -D E 0 0 4 m a 0 REFERENCE O s PENT NOT APPROVED WITH THI SO 0 Oa D • B i A -\11,--- : . - - -- - - - - -- - _ . .— - - - - _.. _ _ _ _ _ _ _ -- - - !. - - - _ _.-_._ _ _ _ _ _ _ _ ! - _ _ __ _ _ _ _ _ _ _ pt _ _ _ - _ _ _ _ _ _ _ _ 1_ - ► _ € � �" � SM FARMERS INSURANCE 1 1 ! I 1 L ! I .. 1 • s _____k • -0 1 ! 1 € 1 1 ! it Project 11 1 1 11 FARMERS HILLSBORO OFFICE RELOCATION 1 1 1 1 1 1 1 1 it ■ t Prepared For L rt c 1 1 — i I- - - - - - - --ti - - - - - - - - – — - _---- _ -____ - - - _____ - - - - - - - - - -•--- - - _ _ ,,. _ ____, , - _ 4110 FARMERS INSURANCE STRADP TC}7-- \ I H ___I D 1 t I I I 1 I ! II TI ARD, OR __ - I 1 Contract No: 16.24752.00 1 I I u 1 i 1 II I I IE I I I I + ! 1 Pi i ! i i { 1 1 � I I I I ! I TYP LE TYP I TYP D ! © I , © , ! 1 Hellmuth Obata + Kassabaum, Inc. I ! i I�° I 9530 Jefferson Boulevard i Culver City, CA 90232 USA ! 1 I ! ! 1 , ! i t +1 3108389555 f +1 310 838 9586 1 i All reproduction&Intellectual property rights reserved 0 I iI. 1I 1 i 2015 1 1 TYP In Association with i ! I © TYP I I 1 [ 0 i �--- iI f' 1 III sYsxAsY P A member company of SH Group,Inc. I I I J I i 1 i■■rr■ mti ! ! 1 , 1 I Syska Hennessy Group,Inc. 330 N.Wabash Ave. I I Suite 1505 1 € `: i 1 Chicago, IL 60611 I I I I Tel:312.588.3560 Fax:312.588.3579 1 ! 1 1 I ! i i www.syska.com I II I I ! 1 1 ! 1 ! ! I I I' i I Key Plan I 1} I TYP :, TYP 1 © ! i 1 © ' ! 3 / 77 Le 1 T� 1 I I I 1 ! 1 1 I I I I 1 1 I 1 1 ( I 1 I It I I I I I rt 1 1 1 I i 1 I 1 I I I I Professional Seals . . -i — - ft4,‘.:-.< –—_ _ _ _ __– — — _41w_ -___iiii_—_—-—-— - — -—_ —-— __ ...._ ......1___ _ _ ______ _ ___ _ 41i,:;i IV _ _ ______ _______ ,p,',.,:. -: .,-=::,,,, - 0 ripAU� I I I I I I X89317P;ii•iii; om. � �4) e)4. 1 011111111 -9 ,I It 1 h _i, .... . . 1 1 1 I . OREGON fri __ ._ ., _.., . AREA AREAA �'t3���Y 0e °1b �'v AREA_ _ _ 4:sw;:-!',,,,,:,477x-r7,777,':7c.:,,-7-.1.7', ,7*, 4.,7%:7r4';!Nrm,- 7.7,-‘B , --< - �..—.,.� � ._ ... ...�. � _� �R�A B q PI h p� 7 EXPIRES: 121311 17 No. Description Date I I ! I 1 90%REVIEW June 26 2017 1 1 1 1I I I I 2 BID/PERMIT July 06 2017 I § ! I I 1 1 ! I E I I I E POWER DEMOLITION PLAN - MEZZANINE North ELECTRICAL DEMOLITION PLAN -AREA A North .L (I) CD — 118"=1'-0" 118"=1'-0" 0 8' 16' J 0. Z 0 0 Lu 0 a U_ E 1— U J SHEET NOTES O SHEET KEYNOTES w Q 0 1. PROTECT EXISTING STRUCTURES FINISHES, 15 TO REMAIN SHALL BE PROTECTED FROM DUST LEGEND 1. DISCONNECT AND REMOVE EXISTING MOTOR UTILITIES, AND OTHER ITEMS SCHEDULED TO AND DEBRIS DURING THE DEMOLITION PROCESS. FOR OPERABLE DOOR. REMOVE ASSOCIATED u REMAIN. AREAS THAT ARE DAMAGED BY DEMO D____ SWITCHING AND CONTROLS. REMOVE EXISTING = SELECTIVE DEMOLITION SHALL BE PATCHED AND 6. CONTRACTOR SHALL DOCUMENT EXISTING _.. CIRCUIT AND ASSOCIATED WIRING/CONDUIT o REPAIRED, OR REPLACED AS NECESSARY, TO CONDITIONS AND ISSUE A REPORT TO THE EXISTING EX BACK TO SOURCE. ORIGINAL STATE AT NO ADDITIONAL COST TO OWNER AND ENGINEER WHICH WILL DOCUMENT Q OWNER. ANY ITEMS WHICH COULD BE MISCONSTRUED AS 2. TYPICAL FOR DEVICES MARKED 'D'. DISCONNECT in DAMAGE AS A RESULT OF DEMOLITION WORK. AND REMOVE EXISTING DEVICE. REMOVE 1 2. ANY AND ALL HAZARDOUS MATERIALS SHALL BE EXISTING CIRCUIT AND ASSOCIATED 1'"-11 PROPERLY DISPOSED OF OR RECYCLED PER 7. CONTRACTOR SHALL PROVIDE FOR REMOVAL WIRING/CONDUIT BACK TO SOURCE OR FIRST Project aI LOCAL AND APPLICABLE CODES, LAWS, AND AND PROPER DISPOSAL OF ALL EQUIPMENT DEVICE UNAFFECTED BY DEMOLITION. No: ZHK35000 LIJ REGULATIONS. ON-SITE THAT IS TO BE DEMOLISHED. Sheet Title 0 3. TYPICAL FOR ALL TEMP. LIGHTING WITHIN SCOPE 3. ALL DEMOLITION WORK REQUIRED IS NOT 8. ALL ABANDONED CORES ARE TO BE FILLED AND OF WORK: DISCONNECT AND REMOVE EXISTING ELECTRICAL LIMITED TO THAT INDICATED ON PLANS. SEALED PROPERLY. LIGHT FIXTURES INCLUDING EXIT SIGN. REMOVE DEMOLITION PLAN - ADDITIONAL REMOVAL/RELOCATION OF EXISTING ASSOCIATED WIRING AND CONDUIT BACK TO AREA A LP SYSTEMS WILL BE REQUIRED. 9. ANY ABANDONED OR EMPTY CONDUITS IN THE SOURCE/FIRST FIXTURE UNAFFECTED BY co "' CEILING AND RAISED FLOOR THAT ARE NOT TO DEMOLITION OR JUNCTION BOX. DISCONNECT N- 4. REFER TO MECHANICAL DRAWINGS FOR BE REUSED ARE TO BE REMOVED BACK TO AND REMOVE ASSOCIATED SWITCHES. TRACE Original drawing is 42 x 30. Do not scale contents of this drawing. o ADDITIONAL DEMOLITION REQUIRED. SOURCE. CIRCUITS BACK TO SOURCE. COORDINATE Sheet Number EXACT DEMO OF LIGHTING WITH ARCHITECT. a 5. EXISTING PANELS, GEAR, AND EQUIPMENT THAT 10, CONTRACTOR SHALL VERIFY CIRCUIT PRIOR TO ED2 0 1 _A o REMOVAL. a ENC H ��VIII NOTREFERAPPROVED WI _ , gi ,,,,, FARMERS INSURANCE Project I I FARMERS HILLSBORO 1 OFFICE RELOCATION I I I I I� _ I111HIIII1 � = _ i I - Prepared For AREAA RAFARMER FARMERS INSURANCE ,7_. -; _ _ _ _-_--7--.... _ - ._ _.. . - - _ - - - - . _ . - - _ - - _ - _ - - - TIGARD, OR AREAB Contract No: 16.24752.00 I l I 1 I I € 1 1 I 1 I 1 i ° til ! i 1 E E � : 0 � � � i � _ I i � eititi*MOy E IPAI?iEL B _ ; I + ,112,0Leiv„,k, E .'GAEL M 4141>4142q, I ,I I I , , _ EX l � TYP PANEL L� TYP , I -'�Y as ! x> D © SIIBD2 � �_�. ' © Hellmuth, Obata + Kassabaum, Inc. I ��' 9530 Jefferson Boulevard 1 I I I I Aullic___, ,I Culver City, CA 90232 USA -. — e t +1 310 838 9555 f +1 310 838 9586 D EX SWBD1 j ( All reproduction&Intellectual property rights reserved 0 [ 2015 I In Association with 1 1 I I I 1 — -— - ---- - - — - — - — - — — -Milt ,-- -4..--1-,,, :gre.-'---z,V14.. — — .... _ _ _ ..,. __ _ ,:-':s'qi,i .._ - - - --- -— -— -— -—- - 0 E I I1 4111111 O I [I [ V i�.iiCA HENNESSY GROUP 1 I I A member company of SH Group,Inc, Syska Hennessy Group,Inc. I I I I 1 I 3301 V.Wabash Ave. 1 TYP E TYP Suite 1505 I I L 60611 I © 1 1 © Chicago,. 18 ' Tel:312.588.3560 1 i Fax:312.588 3579 I I 1 I I I www.syska.com I I i i Key Plan 1 t i I EX D 1—L! I i , I FA ! PANEL I 1 I I I I Li I ®iyp O KNIGHT ENT 1 I I D+ O I I i MODEL -.,,,,,,, I I _ - #5207) - —§i1111....0- Le i----" - i . la- ,am.r" '" .._____.,..8. ..r. „ I I € .,^I I rd(/ Z ! 1 l ! I I t Professional Seals ='e 99 ? PR°F 1 �( �NpIN � SlQr 89317• �GOREGON I w� North OTHi 0B. (re Srf t� 0 ELECTRICAL DEMOLITION PLAN -AREA B 118"=1'-4" el) EXPIRES: 7-121 i No. Description Date 0 8' 16' 1 90%REVIEW June 26 2017 2 BID/PERMIT July 06 2017 E •F Q CD O Z a Z 0 1= 0 2 w 0 Q U_ l- U w SHEET NOTES O SHEET KEYNOTES 0 0 1. PROTECT EXISTING STRUCTURES FINISHES, IS TO REMAIN SHALL BE PROTECTED FROM DUST LEGEND 1. DISCONNECT AND REMOVE EXISTING MOTOR iL1Jn UTILITIES, AND OTHER ITEMS SCHEDULED TO AND DEBRIS DURING THE DEMOLITION PROCESS. FOR OPERABLE DOOR. REMOVE ASSOCIATED REMAIN. AREAS THAT ARE DAMAGED BY DEMO 0 SWITCHING AND CONTROLS. REMOVE EXISTING s SELECTIVE DEMOLITION SHALL BE PATCHED AND 6. CONTRACTOR SHALL DOCUMENT EXISTING CIRCUIT AND ASSOCIATED WIRING/CONDUIT CD REPAIRED, OR REPLACED AS NECESSARY, TO CONDITIONS AND ISSUE A REPORT TO THE EXISTING EX BACK TO SOURCE. o ORIGINAL STATE AT NO ADDITIONAL COST TO OWNER AND ENGINEER WHICH WILL DOCUMENT o OWNER. ANY ITEMS WHICH COULD BE MISCONSTRUED AS 2. TYPICAL FOR DEVICES MARKED 'D'. DISCONNECT Lo DAMAGE AS A RESULT OF DEMOLITION WORK. AND REMOVE EXISTING DEVICE. REMOVE z 2. ANY AND ALL HAZARDOUS MATERIALS SHALL BE EXISTING CIRCUIT AND ASSOCIATED in-' PROPERLY DISPOSED OF OR RECYCLED PER 7. CONTRACTOR SHALL PROVIDE FOR REMOVAL WIRING/CONDUIT BACK TO SOURCE OR FIRST Project dl LOCAL AND APPLICABLE CODES, LAWS, AND AND PROPER DISPOSAL OF ALL EQUIPMENT DEVICE UNAFFECTED BY DEMOLITION. No: ZHK35000 2 REGULATIONS. ON-SITE THAT IS TO BE DEMOLISHED. Sheet Title 1 3. TYPICAL FOR ALL TEMP. LIGHTING WITHIN SCOPE U 3. ALL DEMOLITION WORK REQUIRED IS NOT 8. ALL ABANDONED CORES ARE TO BE FILLED AND OF WORK: DISCONNECT AND REMOVE EXISTING ELECTRICAL il LIMITED TO THAT INDICATED ON PLANS. SEALED PROPERLY. LIGHT FIXTURES INCLUDING EXIT SIGN. REMOVE DEMOLITION PLAN - ADDITIONAL REMOVALIRELOCATION OF EXISTING ASSOCIATED WIRING AND CONDUIT BACK TO AREA B 4 SYSTEMS WILL BE REQUIRED. 9. ANY ABANDONED OR EMPTY CONDUITS IN THE SOURCE/FIRST FIXTURE UNAFFECTED BY CO CEILING AND RAISED FLOOR THAT ARE NOT TO DEMOLITION OR JUNCTION BOX. DISCONNECT T r 4. REFER TO MECHANICAL DRAWINGS FOR BE REUSED ARE TO BE REMOVED BACK TO AND REMOVE ASSOCIATED SWITCHES. TRACE Original drawing is 42 x 30. Do not scale contents of this drawing. N ADDITIONAL DEMOLITION REQUIRED. SOURCE. CIRCUITS BACK TO SOURCE. COORDINATE 75 Sheet Number EXACT DEMO OF LIGHTING WITH ARCHITECT. g 5. EXISTING PANELS, GEAR, AND EQUIPMENT THAT 10. 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I F'3fi 123 I No. Description Date M2.581fi0 � � II) IIP 111 I I so�ro REVIEW Jane zs zo17 CR , 20 1.19 I _ 1 F:3: =`-f:d I �� 5 . 8.1921 s z BID/PERMIT Ju1y0620t7 O _ � 6.27,29,3133 B:12141fi,18 .27,29,31,3 EBB = M2:79181 M2:75177 ,. .__ 1l_� II - 1 l M2: F:38 Wm a I 1--� 1.10 1 i a92 I € 1 �1V�92 I I 2v �1EN S RR Q 1 €� 0 1 NE PANEL K; . ' EC. RM. >, , , 4 NEMA TiF �, 13-7 � 12 .;. �,y .a.�� 173 oM 71 - :38 ° F �, 5-20R � � .�.a EX ,A1 EL G 11 00 i If I 13 t North North POWER PLAN - MEZZANINECD POWER PLAN -AREA A 0.)/ 1I8"=1 0" 1 I 1/8"=1'-0" CD 0 8' 16' LLEGEND NEW sa. (9 EXISTING EX 0 z SHEET NOTES _ 0 SHEET KEYNOTES w 1. ELECTRICAL CIRCUIT NUMBERS ARE SHOWN FOR COORDINATE INSTALLATION REQUIREMENTS AND 11. ALL IT CABLE TO BE RUN IN HARD PIPE IN OPEN 1. COORDINATE DOOR HARDWARE DEVICE WITH MANUFACTURER GBI14412JKT). ROUTE 1#6G IN 314"C. AND BOND TO BUILDING STEEL ARCHITECT AND AN INSTALLER. PROVIDE ALL CONDUIT AND DESIGN INTENT ONLY. VERIFY CIRCUIT LOCATIONS WITH INSTALLER PRIOR TO ROUGH-IN. CEILING AREAS; HANGER SYSTEM IS NOT PRIOR TO INSTALLATION. PROVIDE CONDUIT, BACKBOXES, AND IN BASE BUILDING ELECTRICAL ROOM. BOND ALL DATA RACKS, BOXES FORA COMPLETE INSTALLATION. 14. PROVIDE AND INSTALL NEW DUAL CHANNEL WIREMOLD TYPE '4000' NUMBERING IN FIELD AND MAKE THE NECESSARY ACCEPTABLE IN THIS AREA. PROVIDE 3" CONDUIT WIRING AS REQUIRED FOR A COMPLETE SYSTEM AND INCLUDE CABLE TRAYS, FLOORING WITH 1#6G. BY LEGRAND OR APPROVED EQUAL FOR EQUIPMENT. COORDINATE o CHANGES. EACH CIRCUIT SHALL BE INSTALLED 6. COORDINATE MECHANICAL EQUIPMENT POWER BETWEEN MDF AND TRAINING ROOM 145 FOR IT CONNECTION TO FLOOR FIRE ALARM DOOR UNLOCKING CIRCUIT. 10. PROVIDE HARDWIRED CONNECTION TO NEW TURNSTILES WITH EXACT MOUNTING HEIGHT AND REQUIREMENTS WITH ARCHITECT w WITH 2#12, 1#12G IN 314"C. U.N.O. REQUIREMENTS WITH MECHANICAL DRAWINGS. CABLING TO CLOSED CEILING ROOMS AT THIS TYPICAL FOR ALL NEW DOOR HARDWARE. 5. PROVIDE (1)-4'X8'X314" FIRE-RATED PLYWOOD BACKBOARD, 2#12, 1#12G IN 314"C. COORDINATE INSTALLATION WITH AND FURNITURE INSTALLER. I- REFER TO EQUIPMENT WIRING SCHEDULE FOR AREA AND A 3" CONDUIT ACROSS HALLWAY 137. MOUNTED VERTICAL. MANUFACTURER. w 2. VERIFY WITH ARCHITECTURAL DRAWINGS ALL EQUIPMENT POWER CONNECTION 2" CONDUIT BETWEEN LOUNGE 103 AND HUDDLE 2. TRENCH AND PROVIDE CONDUIT FOR POWER TO FEED OPEN 15. SECURITY: cr) EXACT MOUNTING HEIGHTS AND LOCATIONS OF REQUIREMENTS. 110. OFFICE FURNITURE SYSTEM AS INDICATED. COORDINATE 6. COORDINATE ALL DEVICE REQUIREMENTS IN IDF ROOM WITH 11. PROVIDE DEDICATED CIRCUIT TO NEW PROJECTOR AND 1.1. BACKBOX AND 1" CONDUIT FOR EACH OF (5) EXTERIOR ALL DEVICES. VERIFY RECEPTACLE AND INSTALLATION WITH IT INSTALLER AND PROVIDE QUANTITY TO OWNER: PROJECTOR SCREEN. COORDINATE AV REQUIREMENTS WITH AV CAMERAS- LOCATIONS TBD BY SECURITY. o FACEPLATE COLOR WITH ARCHITECT. 7. REFER TO SHEET E0-01 FOR VOLTAGE DROP ACCOMMODATE IT CABLING; PROVIDE 1-112" CONDUIT FOR IT 6.1. PROVIDE (2) DEDICATED NEMA L5-30 OUTLET AT 18"AFF. INSTALLER, PROVIDE AND INSTALL REQUIRED RACEWAY AND 1.2. TURNSTILES- (1) - 1", (1) - 2"CONDUIT TO EACH TURNSTILE G. INFORMATION. REFER TO SHEET E0-02 FOR CABLING FROM TRENCH TO ABOVE PLENUM CEILING. PROVIDE GPR PROVIDE AND INSTALL 2#10, 1#10G, 3/4"C. BACKBOX FOR A COMPLETE SYSTEM. LANE -ADJACENT TO RECEPTION DESK = 3. COORDINATE EXACT FLOOR CORE LOCATION ELECTRICAL SPECIFICATIONS. SCAN PRIOR TO TRENCH. ALTERNATE: UTILIZE EXISTING WALKER 6.2. PROVIDE (2) DEDICATED QUAD OUTLET AT 92"AFF. 1.3. INTERCOM MASTER STATION AT RECEPTION DESK N WITH ARCHITECT FOR FURNITURE IN-FEED SO AS DUCT SYSTEM IF POSSIBLE. FURNITURE SYSTEM BASIS OF DESIGN: 12. TRENCH FLOOR AND PROVIDE SAW-CUT FOR TYPE EFB6S FLOOR 1.4. CARD READER IN 102 AND AT TURNSTILES ADJACENT TO Lu TWO (2) DUPLEX RECEPTACLES PER DESK; 4-CIRCUIT 4#12, 7. PROVIDE AND INSTALL HARD WIRED CONNECTION TO FURNITURE BOX MANUFACTURED BY LEGRAND FOR HARDWIRED CONNECTION ENTRANCE DESK Project Itil NOT TO INTERFERE WITH FURNITURE SYSTEM OR 8. WHEN TWO DEVICES ARE SHOWN ADJACENT TOTO CONFERENCE ROOM TABLETOP SYSTEM. COORDINATE WITH 1.5. HARDWIRED DEDICATED TO SECURITY PANEL + FIRE ALARM No: ZHK35000 '�' THE DEVICES SHALL BE MOUNTED 2#12NEU, 2#12G. PROVIDE HANDLE TIE FOR CIRCUIT BREAKERS SYSTEMS TYPE 4FFATC BY LEGRAND OR APPROVED EQUAL, SEATING LOCATION. EACH OTHER, Sheet Title o UNDER A COMMON COVERPLATE. SHARING A NEUTRAL. REFER TO SHEETS E2-02 FOR ADDITIONAL QUANTITY AS REQUIRED TO ACCOMMODATE IT CABLE. EXISTING WALKER DUCT. COORDINATE RACEWAY REQUIREMENTS TIE IN NOTE AT MDF AND IDF. 4. COORDINATE EXACT WALLICOLUMN FURNITURE INFORMATION. COORDINATE LOCATION AND INSTALLATION REQUIREMENTS WITH WITH IT, AV AND FURNITURE INSTALLER. PROVIDE GPR SCAN POWER PLAN - AREA A FURNITURE VENDOR,AND IT INSTALLER. PROVIDE GPR FLOOR PRIOR TO TRENCH. PROVIDE AND INSTALL(1) - 1-1/2"C. FROM 1. TYPICAL DESK LAYOUT AND REQUIREMENTS: 0: IN-FEED LOCATION WITH ARCHITECT TO 9. CONTRACTOR SHALL PROPERLY BALANCE LOADS a DETERMINE THE PROPER COLUMN FACE AND BETWEEN PHASES FOR NEW WORK. 3. PROVIDE WALL MOUNTED CONNECTION TO OPEN OFFICE SCAN PRIOR TO FLOOR CORE. FLOOR BOX TO AV CREDENZA FOR AV CABLING. PROVIDE (1) - 1.1. FURNITURE SYSTEM BASIS OF DESIGN: o HEIGHT REQUIRED. FURNITURE SYSTEM. COORDINATE INSTALLATION WITH IT 8. COORDINATE ALL RACEWAY REQUIREMENTS FOR SERVER ROOM 1-1/4" CONDUIT FROM FLOOR BOX TO NEAREST ABOVE CEILING TWO (2) DUPLEX RECEPTACLES PER M INSTALLER; PROVIDE 1-112" CONDUIT FOR IT CABLING. FURNITURE WITH IT INSTALLER. COORDINATE AND INSTALL(1)-3" AND (1) -2" LOCATION FOR IT CABLING. PROVIDE (1)- 1" CONDUIT BETWEEN DESK; 4-CIRCUIT 4#12, 2#12NEU, 2#12G. M 10. ALL FIRE ALARM DEVICES TO MATCH EXISTING 5. REFERENCE PANEL SCHEDULES ON E6 SERIES BUILDING STANDARD AND TYPE. SYSTEM BASIS OF DESIGN: TWO (2) DUPLEX RECEPTACLES PER CONDUIT INTERCONNECTING CONDUIT BETWEEN MDF AND IDF. AV CREDENZA AND WALL MOUNTED SCREEN SYSTEM. PROVIDE HANDLE TIE FOR CIRCUIT a DRAWINGS FOR CIRCUITING REQUIREMENTS. DESK; 4-CIRCUIT 4#12, 2#12NEU, 2#12G. PROVIDE HANDLE TIE FOR PROVIDE PENETRATIONS TO WALKER DUCT SYSTEM BASIS OF102,#3,#4BREAKERS SHARING A NEUTRAL. Original drawing is 42 x 30. Do not scale contents of this drawing. N n it CIRCUIT BREAKERS SHARING A NEUTRAL. DESIGN RECTANGULAR 12" X 4". 13. PROVIDE AND INSTALL (1)-1 CONDUIT BACK TO THE NEAREST � CIRCUIT#(TYP.) Sheet Number MDF/IDF AND JUNCTION BOX FOR EACH OPEN OFFICE WAP IN OPEN PIAhl CIRCUIT INFORMATION 4. PROVIDE AND INSTALL TELECOM GROUND BAR (12" X 4 X 0.25" 9. PROVIDE POWER AND LOW VOLTAGE ROUGH-IN FOR WALL OFFICE CEILING AREA, ESTIMATED QUANTITY (35), LOCATION TBD E 2 0 i _A O COPPER BAR WITH WALL BRACKET AND INSULATORS, HARGER MOUNTED DISPLAY. COORDINATED REQUIREMENTS WITH ON IFC SET. a. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT e. EF., FARMERS INSURANCE Project i ��` 1:46 i FARMERS HILLSBORO , Ct .. iLIP �t _ . I OFFICE RELOCATION :2,4 :2,4,6,8 M2:1/3/5 M2:7 13 6 t.48 0 r� [0 I -i.-.-- ® RP MOTHERS UNISEX I, ST I ROOM RESTROOM (TYP.} l 1:48 13 Prepared For C, c 0 W Mr (TYP.) FARMERS INSURANCE AREA A -.. .-�.. . _ .- -`� _ . ., -.rr:. :'__�_.�.._.� _'.rte::.. r ..... ...... ... �.. r'-' ...__ _._ �. - .,. ...: M7kt. . .. �� _ _ ...., ... .� r:�:� ., ST _ _ 1 - - - _ - - - - R E " TIGARD, OR AREA B I I K:29 rla K:21 �' III F:30 R A B I 1 ISCLOET 0 1 PRP F:3: p.: - �� IVA - COPY 13 STORAGE -- B: t,S, ' " F:38 i l 0 30 EBB EBB 114 F:38 . u-F 0 iC] FF F36 ins ►� on ,®� Contract No. 16.24752.00 1 I I F:3 1 1 111111 MOM I F:34 ,,,,,,;.1; .., 1.20 1.19 ' 1 F:3:m- -8;1' 2 17 1 O _ 6:27,29,31 33 6:12 16,18 :2T,29,31,3 �R '" ABB M2:79/81 M2:75/77 'III £ _ L P Yo : cli .10 i l M2:� -� NE NEL K EC. 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O � � ;� � U WOMEN'S R F ��� ® 330 N.Wabash Ave. 145 PROJ J 10 10 J PROJ 14141A OFFI C F:18 I 1 ' �B:3 J O7;5:� OM M2:67169 sults 15a5 SCREEN 0 S ` F:18 _� O ,i i _ �,,,+, , ,.» Chicago, it sos11 mm 1 iJHALLWA . I� �� 1 - 1 "LIF‘ 1 TeL 312.588.3560 -?e1F:4 II 1 F:B� F:18I 1 s WOME 'S i 4. ° -� , F ` �� �s.% EBB Fax:312.588 3579 t l 11 I I I OCKER wwwsyska.corn a m' z, OMEN'S .. ENS MEN'S LOC CE,I F:40 10 10 F:42 ' /�11JIIJ�72 ® ` SHOWED �� M2:63/65 1________-.-..__ ____ F:39 F:39 F.3. 3n1 7z 72 I ,1 ; SHOWER I 1 1 1 1 1 1 1 1 I 9 F:20 i 1`2 SP: .,:�F:4 .... I I I 1 , PROD; I PRO F:8 I _ ..,� rrr+ii; pf, O ! ST WP WP ST r F.20-2-11 ._... . KeyPlan LI all MAIL G p l �. ] 1 i € I ".' RA '""" u RA' IF 1 LAPID` t �x � 100M � ® '.TORAG ,:.z F: 3,:.. R MEI 9OL F:20 3 Q®Ci1F:20 F:20 TM �w� _ _ _ = �� 72 F:20 72 F 3 • i • .. M2:28/30 M2:24/26 , ... -® F:12 I -_ . '= F:20 iF INN MI Ill _ MB ill _ Ei °CI cm :16Rift immim sori moo i GYM44-11 1 i J:iP. i l . CSC F:16 IL ' EX I , _ ..:;• . . 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ELECTRICAL CIRCUIT NUMBERS ARE SHOWN FOR COORDINATE INSTALLATION REQUIREMENTS AND 11. ALL IT CABLE TO BE RUN IN HARD PIPE IN OPEN 1. COORDINATE DOOR HARDWARE DEVICE WITH INSTALLATION WITH IT INSTALLER; PROVIDE 1-112" 314"C. `t'if) DESIGN INTENT ONLY. VERIFY CIRCUIT LOCATIONS WITH INSTALLER PRIOR TO ROUGH-IN. CEILING AREAS; HANGER SYSTEM IS NOT MANUFACTURER PRIOR TO INSTALLATION. PROVIDE CONDUIT FOR IT CABLING. FURNITURE SYSTEM BASIS 6.3. PROVIDE (5) DEDICATED QUAD OUTLET AT 92" 10. PROVIDE DEDICATED CIRCUIT TO NEW PROJECTOR NEW li NUMBERING IN FIELD AND MAKE THE NECESSARY ACCEPTABLE IN THIS AREA. PROVIDE 3" CONDUIT CONDUIT, BACKBOXES, AND WIRING AS REQUIRED FOR OF DESIGN: TWO (2) DUPLEX RECEPTACLES PER DESK; AFF. AND PROJECTOR SCREEN. COORDINATE AV EXISTING EX z CHANGES. EACH CIRCUIT SHALL BE INSTALLED 6. COORDINATE MECHANICAL EQUIPMENT POWER BETWEEN MDF AND TRAINING ROOM 145 FOR IT A COMPLETE SYSTEM AND INCLUDE CONNECTION TO 4-CIRCUIT 4#12, 2#12NEU, 2#12G. PROVIDE HANDLE TIE REQUIREMENTS WITH AV INSTALLER. PROVIDE AND o WITH 2#12, 1#12G IN 314"C. U.N.O. REQUIREMENTS WITH MECHANICAL DRAWINGS. CABLING TO CLOSED CEILING ROOMS AT THIS FLOOR FIRE ALARM DOOR UNLOCKING CIRCUIT. FOR CIRCUIT BREAKERS SHARING A NEUTRAL. 7. COORDINATE ALL RACEWAY REQUIREMENTS FOR MDF INSTALL REQUIRED RACEWAY AND BACKBOX FOR A REFER TO EQUIPMENT WIRING SCHEDULE FOR AREA AND A 3" CONDUIT ACROSS HALLWAY 137, TYPICAL FOR ALL NEW DOOR HARDWARE. WITH IT INSTALLER. PROVIDE AND INSTALL(2) -4" COMPLETE SYSTEM. 0 2. VERIFY WITH ARCHITECTURAL DRAWINGS ALL EQUIPMENT POWER CONNECTION 2" CONDUIT BETWEEN LOUNGE 103 AND HUDDLE 4. PROVIDE AND INSTALL TELECOM GROUND BAR (12" X 4 CONDUIT TO IT SERVICE ENTRANCE LOCATION. Mli" i M EXACT MOUNTING HEIGHTS AND LOCATIONS OF REQUIREMENTS. 110. 2. PROVIDE AND INSTALL WALKERDUCT FLUSH MOUNTED X 0.25" COPPER BAR WITH WALL BRACKET AND PROVIDE AND INSTALL (1)- 3" AND (1)- 2" 1 III = ALL DEVICES. VERIFY RECEPTACLE AND SERVICE FITTING FOR POWER AND IT FEED TO INSULATORS, HARGER GBI14412JKT). ROUTE 1#6G IN INTERCONNECTING CONDUIT BETWEEN MDF AND IDF. ' FACEPLATE COLOR WITH ARCHITECT. 7. REFER TO SHEET E0-01 FOR VOLTAGE DROP SYSTEMS FURNITURE. COORDINATE INSTALLATION 314"C. AND BOND TO BUILDING STEEL IN BASE BUILDING COORDINATE IT SERVICE ENTRANCE LOCATION WITH , PLAN CIRCUIT INFORMATION Pro a ct Ill INFORMATION. REFER TO SHEET E0-02 FOR WITH IT INSTALLER AND PROVIDE QUANTITY TO ELECTRICAL ROOM. BOND ALL DATA RACKS, CABLE LANDLORD. PROVIDE PENETRATIONS TO WALKER DUCT No j ZHK35000 3. COORDINATE EXACT FLOOR CORE LOCATION ELECTRICAL SPECIFICATIONS. ACCOMMODATE IT CABLING; PROVIDE 1-1/2" C. FEED TRAYS, FLOORING WITH 1#6G. SYSTEM BASIS OF DESIGN RECTANGULAR 12" X 4". �; 2,#3,#4 Sheet Title o WITH ARCHITECT FOR FURNITURE IN-FEED SO AS INTO SYSTEMS FURNITURE FOR IT CABLING MIN N-CIRCUIT#(TYP.) NOT TO INTERFERE WITH FURNITURE SYSTEM OR 8. WHEN TWO DEVICES ARE SHOWN ADJACENT TO ALTERNATE: FURNITURE SYSTEM BASIS OF DESIGN: 5. PROVIDE (1) -4'X8'X314" FIRE-RATED PLYWOOD 8. PROVIDE AND INSTALL NEW DUAL CHANNEL WIREMOLD POWER PLAN - AREA B a SEATING LOCATION. EACH OTHER, THE DEVICES SHALL BE MOUNTED TWO (2) DUPLEX RECEPTACLES PER DESK; 4-CIRCUIT BACKBOARD, MOUNTED VERTICAL. TYPE '4000' BY LEGRAND OR APPROVED EQUAL FOR 1. TYPICAL DESK LAYOUT AND REQUIREMENTS: a UNDER A COMMON COVERPLATE. 4#12, 2#12NEU, 2#12G. PROVIDE HANDLE TIE FOR EQUIPMENT. COORDINATE EXACT MOUNTING HEIGHT 4. COORDINATE EXACT WALL/COLUMN FURNITURE CIRCUIT BREAKERS SHARING A NEUTRAL.ALTERNATE: 6. COORDINATE ALL DEVICE REQUIREMENTS IN MDF AND REQUIREMENTS WITH ARCHITECT AND FURNITURE FURNITURE SYSTEM BASIS OF DESIGN: TWO co IN-FEED LOCATION WITH ARCHITECT TO 9. CONTRACTOR SHALL PROPERLY BALANCE LOADS TRENCH AND PROVIDE CONDUIT FOR POWER TO FEED ROOM WITH OWNER: INSTALLER. (2) DUPLEX RECEPTACLES PER DESK; I- DETERMINE THE PROPER COLUMN FACE AND BETWEEN PHASES FOR NEW WORK. OPEN OFFICE FURNITURE SYSTEM AS INDICATED. 6.1. PROVIDE (1) DEDICATED NEMA L6-30 OUTLET AT 4-CIRCUIT 4#12, 2#12NEU, 2#12G. PROVIDE aj� HANDLE TIE FOR CIRCUIT BREAKERS Original drawing is A2 x 30. Do not scale contents of this drawing. c.i HEIGHT REQUIRED. PROVIDE GPR SCAN PRIOR TO TRENCH. REFER TO 1$ AFF. PROVIDE AND INSTALL 2#10, 1#10G, 9. PROVIDE POWER AND LOW VOLTAGE ROUGH-IN FOR nSHARING A NEUTRAL. Sheet Number10. ALL FIRE ALARM DEVICES TO MATCH EXISTING SHEETS E2-02 FOR ADDITIONAL INFORMATION. 3/4"C. WALL MOUNTED DISPLAY. COORDINATE -6 5. REFERENCE PANEL SCHEDULES ON E6 SERIES BUILDING STANDARD AND TYPE. 3. PROVIDE WALL MOUNTED CONNECTION TO OPEN 6.2. PROVIDE (1) DEDICATED NEMA L5-30 OUTLET AT REQUIREMENTS WITH ARCHITECT AND AN INSTALLER. E201 . B o DRAWINGS FOR CIRCUITING REQUIREMENTS. OFFICE FURNITURE SYSTEM. COORDINATE 18" AFF. PROVIDE AND INSTALL 2#10, 1#10G, PROVIDE 1-1/4"C. FROM BACKBOX TO ABOVE CEILING. 0_ REFERENCE ONLY NOT APPROVED WITH THIS PERMIT H le fi # D • S I € € - €-- E -- - - _____- - - - - ''-iii — - - 14" - - - - _ _ - _ i. t _ - - - - - € - - - - - _ I I 4FF € i ! 1 1 i i t ! 1 I i FARMERS INSURANCE ► i i I t ',� I . 0 r. . 1 a s In 1 I € € 0 i ► r.3 NEN Pin L 1" Foi p-----1,. , f € Eli F E "�JDDE _ �.� HUDDLE ,.. • Project I i 201A ® 262 MI MI P aIIILMIIERS HILLSBORO I �1',,`,ts‘'4 '''''', „ffi, t IONa0 1 0 1 I - € FARM ! OM MX i � .. ..i; , ' 0 C4 £. I t ,..>� OEPTION ,din 101 Illls 7III 0 , ! OFFICE RELOCATION [[ MIMI MEI= 1 , � � _ _ - - - - - - _ �_ S INSURANCE I ed For F t MER IPFAIPIKWII AR 1 ««!!-4111111111111.11.11 LTIGARD, OR 111.1111111111 i 1 0 HO € t JO * 11 II ;- , t 1 t , Contract o 16 2752 OQ t N MR MI mit 11.1:i. a � "EN GF I IJE E ! !ii t i 264 I 4 1 1 El �� I „.: Iii 1111 c 4111 • c w” E MO* .11111r 1 0 , _..4=., i [ED , 3 til IE s F ,..-4611111r I 11.111111i121111Plimilmillii."7:121171 '''ILL'; , LI - i h III ' 1 1 1 [0 ilvalliollmill-lionollisiallimi ' [0 ', [0 WS - . ; Ji ' 111 -1111111 lwillitaki itii•igmmwm....4... „ uua_...._._ MI 0 il ---immii ..... + q, , 0 1Loi , , L...4 ,, , .. .'mimill rnn .............., .. _, 1 I t € .., r��r wHiallirme. 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V i "" ...... . embr company of SH Group,lnc STORAGE ` Am � GI GP iIII i Syska Hennessy Group, Irtc. i t I I I i !ill .1111 DI 330 N.Wabash Ave. I_ i % rSuite 1505 € 1 `la; i Chicago, IL 60611 - jr,mi 11111111111111111E1 i , Fr-1 Tel:312.588.3560 0 0 . ,,,� 11111 Fax:312.588.3579 € i C T ,, -,.....,, k c . I , ,, E;; I i t 1 r www.syska.com amaxxw I L.I 3 III iit 1111 pli I di0105 Mk : ,_ . . t I _ I € 6 I la 4 IS j 3 110II 1 I ! i ❑ I t 2 la, Key Plan ,r_� I P ;". AI I . I 0 1 1 '4441 I -'1/4=r- 0 11 c'P 01 . ifi ' 1€ I E I 1 I i 111111.1. lElrliffillhomminmalmalbul 1• m l 11 �IEtI rrriii. 1 .. I 4 i (I 11 O di fEla a i nom . - ED . .: 1 ---I 1 iMil 111Nri a„...„,... a cjii ,,, ,,, a ..--e Ri : lir 114 ,FF I IMMIN immialli -0-Fallanum Ammounel disai is I 11 RGE C MNl ,3”, 1111 met ...Z Ai c5 11rE)• mommill MIN MIR FIN C ri. r� ..,.� . G 1i$ i t € '..r, z jt. 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STORAGE i11 EXPIRES 1 ��I� 17 Vim, Milli t i € i I .�A CLO ET dn, I I 121 ( 0 € € w ft 123 No. Description Date 111 ( 3. 4 ?�` ' _ .: � a -�� 11111 [ 90%REVIEW June 26 2017 / o 'a. ill Dta1 ; . . :_.w I I 1 2 BID/PERMIT July 62017 1 ul 0 _. - __ , — - 1 _ _ 1 ,dt or No �trzeire : is► � - ' 892 ---"K t 1NC It?i F( ' R i r, 1 ` � Ati mom.,..1}rrrrw- I i ter Ir 1 i,, n�. l � i MDF1.4r is i i ■ North POWER PLAN - MEZZANINE 1WALKER DUCT PLAN -AREA A 118"=1'-0" (I)0 118"= 1'-0" NGD , orth 0 8' 16' E — . .. 0 a 1- U 0 LU SHEET NOTES 1. DRAWING IS PROVIDED FOR REFERENCE ONLY. 0.1 65 PROVIDE GRP SCAN IN FIELD TO DETERMINE w LOCATION OF EXISTING WALKER DUCT SYSTEM. - w CO 0 0 r 0 0 0 L) CO WProject I No: ZHK35000 LU Sheet l e O 0 WALKER DUCT PLAN - U 2 AREA A a co T M M Original drawing is 42 x 30. Do not scale contents of this drawing. N Sheet Number coco , E 2 0 2 .A _ O O I. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SM FARMERS INSURANCE Project . ............... ........ FARMERS HILLSBORO i bLcli OFFICE REL ATION l ! % i ti t o . ..- . . .. w�... �... O C . ..,..,,*-1, .471,-,6-,*;* - ,, 1 MU I HE.R(7! lit\lr:-.;77A ,,,,, iIII! Prepared For ROOM RESTROOM p AREA A �S n �� I I a FARMERS INSURANCE AREA A EA w _ - I W.w,.r _ TIGARD, OR AREA B bA SLO ET114 COPY STORAGE B re • _. I it NI , ' ' 13 iilla.4 ` Contract No: 16.24752.00 „ ,„,„. , „. i , c, .......... U { v a /SIL10 + li I I -lk, r Y 3 1?F � ri . of a I Ili I e X11 ! t ili I I 1 MDF iAt 11 0 I ME i--- MEM MIMI NIP MIIMMINt. i 11 + gA . �. q_ : amr_., la' H1UDDLE aiI . , 124 , .. l lME” t i�l '� I i MA Hellmuth, Obata + Kassabaum, Inc. I dlIl III I s eir-i111rAFAIMPWArl* " Ar MEN'gsR ' %, i I mi tis alli a._ M1 alliri1 I iI all allirMN irippm I, i 11111 C7 9530 Jefferson Boulevard Apr : rag So. ,.. 1 OFFI ,E Culver City, CA 90232 USA I t +1 310 838 9555 f +1 310 838 9586 { f a {.. : ... :. _ a . : I � �� IIF � I r _ IN III MI Ilk rllrn fIt* All reproduction&intellectual Property rights reservedI — r ----r....1,--- I 1 2015 !'i .... i` q In Association with E t o — i — — — — — — — — — — B — -� AY— = _ _ — ____ — — — — — _ _ _ _ — — _ d — _ _ 1 — CI I t i I 1 { I I ! Pr l4 r 0 .... , ............, a j 1L l y ,i _ . L W/1/7"/"'%/4 i - .. - c NM i lwtlt r _® � it 1 i GROUP A member company of SH Group,Inc MULTI- (\f � r\ r� A A - TRAINING TRAINING i � PURPOSE of 13a � WOMEN'S RR MENS RR SyskaHennessyGroup, Inc. d t-, G 1 nu u i 136 330 N.Wabash Ave. 145 1='.? R 1w3 Suite 15055I186.1110�� 1 1, OFFIt I 1 111 - �' , ALLWAV r Chicago, IL 60611 I� � T;;14,-;./(0 TeF 312 58 3560 r-- 137 VtO M E 'S Ar /2,1--------7,-,----. . ' _ . a Fax:312.588,3579 ���� �� ! a ., d LOCKER iKER G N;, rbc ,,. www.syska.com 134 OMEN'S IJ @] D MEN' MEN'S LOCKER �� -� SHOWER i31 T SIw�OVV1R i , i R - 135 X 32 I 1 1 ll )� i� MAIL "t Gj. _ ,,. ► Key Plan 1....._� wrr rrra ILAPTO' ROOM coIff a. 1 I i TORAG ! i 2 1 1 °38 1 62 62 F-1.1 I 1 i 111 I , 1433 I GYM 1 k 1 1-1 u j F r., i ` CSC J L ; El lab I I P ROOM ' ..� i I i i 143.A l i _ [ i i III" ,, ____ _____ 4 - I. i'/A ....._"). _ , .,,......„___, ,, .„.,..., ;,„„ ---:, j I [ I i IProfessional Seals ���,ca PRop�.ss cr:d P;X" i i OREGON t,, :44 4 �� G 4i North oT4r c a c aW�@ 7/S 11 `1� WALKER DUCT PLAN -AREA B ED 1/8"=1'-0" EXPIRES: I2.`3j/ 17 No. Description Date 0 8' 16' 1 90%REVIEW June 26 2017 2 BIDIPERMIT July 06 2017 IIIIIIf E 0 C.7 — - 0 11 I- 0 D rt w J SHEET NOTES N N 1. DRAWING IS PROVIDED FOR REFERENCE ONLY. CO PROVIDE GRP SCAN IN FIELD TO DETERMINE I LOCATION OF EXISTING WALKER DUCT SYSTEM. w 2 U) Cl a U Q CD CD ro 2 I�LJ Project 11 No: ZHK35000 w Sheet Title O U WALKER DUCT PLAN - AREA B a_ co N M M Original drawing Is 42 x 30. Do not scale contents of this drawing- N Sheet Number co ti -O E202 . B a) 0 CL REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 41100 A 1 I T _ _ _ _ _ _ _ _ _ _ _ _ _ _ ______ ____ _____ _ _ _ _.., e_.... ____ _ _ _ _ _ _ 0 ri, e l � € FARMERS € i I INSURANCE L fiiiiiiiiiiiidligiWadirammaimanowi---"'"....riimro — — — 1.€ ! _ I { € € I l I € Project - i E € I € FARMERS H I LLSBORO OFFICE RELOCATION Prepared For € i I _ _ _ _ _ - __ 1t - - - - - _ _ - - - - - - - - - - - -- - - _ _ _ - - ___ - - - _ --_ _ - _ - 0 FARMERS INSURANCE € I ! * i € I � € i - TIGARD, OR Contract No: 16.24752.00 ll € € t € o + q 1 M3:22 ! € r € IS v Hellmuth, Obata + Kassabaum, Inc. 9530 Jefferson Boulevard Culver City, CA 90232 USA 1 1 1 1 1 1 t +1 310 838 9555 f +1 310 838 9586 .7 All reproduction&Intellectual property rights reserved I I ! € I I I 2015 i { In Association with III I ! �' " S i -- - - -— " _ - -_a___ ,,. .. - - - _ _—_ - - ::. — — — — - - - - — _ _ � � ° GROUP A member ompany of SH Group,Inc. EXISTING RTU ---- _11 Syska Hennessy Group,Inc. 330 N.Wabash Ave. EXISTING RTU EXISTING RTU EXISTIN RTU EXISTING RTU EXISTING RTU EXISTING RTU EXISTING RTU Suite 1505 Chicago, IL 60611 Tel:312.588.3560 Fax:312.588.3579 www.syska.com I I l �" "I Key Plan ,, M 2:4 2 ,e. F I i .1 I I C /r, 1 t € 1 ! I Imo- r•� Professional Seals cc-442e19317:104; I I I �-�' / AREA A t t t 1 I a I I AREA A 1'o,,Z,OREGON N, 4,� - - ... � — — � — — — � — — � ... — _.. — — — — — — C G i ----(t ��- �� AREA B B ! i r M2:8110 € i ° I i EXPIRES: 1 ��1 i f? i ` ( No. Description Date i ! I W I I r I I € 90%REVIEW June 26 2017 2 BID/PERMIT July 06 2017 I WP M2:9 M2:94711 1 I 1 1 I i S. lir 1 1 € ! I . I North 40 POWER ROOF PLAN -AREA A 118"= 1'-0" CD 0 8' 16' E --� E_ col g —J 11 LL 0 0 w d.' LLJ 0 1. M O N W U] I— LLJ Lu s 0 U ES 0 SHEET NOTES 0 SHEET KEYNOTES c N 1. ELECTRICAL CIRCUIT NUMBERS ARE WITH MECHANICAL DRAWINGS. 1. PROVIDE AND INSTALL NEW GFI OUTLET w SHOWN FOR DESIGN INTENT ONLY. 4. REFER TO EQUIPMENT WIRING MOUNTED TO THE SIDE OF CONDENSING UNIT. Project 0` VERIFY CIRCUIT NUMBERING IN SCHEDULE FOR EQUIPMENT POWER PROVIDE IN-USE COVER BY LEGRAND TYPE No: ZHK35000 Lu FIELD AND MAKE THE NECESSARY CONNECTION REQUIREMENTS. "WIUCASTI" OR APPROVED EQUAL. Sheet Title o CHANGES. PROVIDE AND INSTALL 5. REFER TO SHEET E001 FOR POWER ROOF PLAN - 2#12,1#12GRD IN 3/4"C. FOR EACH VOLTAGE DROP INFORMATION. CIRCUIT U.N.O. 6. REFER TO SHEET E002 FOR AREA A 0 2. REFERENCE PANEL SCHEDULES ON ELECTRICAL SPECIFICATIONS. M E6.01 SHEET FOR CIRCUITING 7. CONTRACTOR SHALL INFORM c.o. REQUIREMENTS. COORDINATE LANDLORD PRIOR TO WORK ON THE 0 INSTALLATION REQUIREMENTS AND ROOF. REPAIR/MODIFY EXISTING Original drawing Is 42 x 30. Do not scale contents of this drawing" CN LOCATIONS WITH INSTALLER PRIOR ROOF AS NECESSARY Sheet Number co ti TO ROUGH-IN. 8. CONTRACTOR SHALL VERIFY E 2 0 3 .A 3. COORDINATE MECHANICAL LOCATION OF EXISTING BEAMS. 0 EQUIPMENT POWER REQUIREMENTS PROVIDE OFFSETS AS REQUIRED. a REFERENCE ONLY NOT APPROVED WITH THIS PERM! I / „_ ,,, IF .F--flil ..441&.,-, sm FARMERS INSURANCE Project _ # i i FARMERS HILLSBORO OFFICE RELOCATION IPrepared For AREAA AREAA FARMERS INSURANCE ^'A ._ i M . i .r .�.� �.”, — AREA B � TIGARD, OR AB I i I M2:8/1' 1 l # I 1 l Contract No: 16.24752.00 AlEkI I il3 I i I v 1 ` WP M2:9 M2:9® 1 E i v 11 :: 1 + ii ., 1 i Hellmuth, Obata + Kassabaum, Inc. Ia i` n 1 1 �� ._... .. # M2:11 I 1 � l � i • 9530 Jefferson Boulevard # m I, Culver City, CA 90232 USA © t +1 310 838 9555 f +1 310 838 9586 ( I ( EXISTING RTUt‘) I i All reproduction&intellectual property rights reserved RTU 2015 i 10 In Association with . - __--._..1_-T. _ - _.� - —_ _ _ ______—_ -L-- _ - - — _ _ _ _ _ _ _ _ _ _ _ _ ___� _ - _ _ ._ _ _ _- _ _..._._,._ _ ..._ �..__ _ _ _ _ ._ __ _ — _ -_ __ �_ _ - M2:214I6 Ilk I 0` 1 1iti 40 -gG:26 i WP0 ear 1 1 LiI 1 1 1 I SYSICA SY t L `Ih GROUP 1 1 l_.. t l i iii /��� G:28 G:26 I I' A member company of SH Group,Inc, 4 r 010 6 Al © Syska Hennessy Group,Inc. 330 N,Wabash Ave. I' © ©O I 1 I i Suite 1505 i i i t Chicago, IL 60611 I =` I 1 1—�M2:11 1 i 1 I c Tel 312.588.3560 # M2:16/18 M2:12114 WP I ! Fax 312.588.3579 I I ii i I 1 ' t com I ;'` I I 1 1! I ( 1 Key Plan i I ll # # i i 1 )4 - . l # I I 1 NI. ! i E 1 I 1 w ' 1 I 1 11 I # i l 1 1 1 1 1I 1J/A 1 t # _ 11111111,11111111 , I I I <.., I .. 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REFER TO SHEET E002 FOR AREA B v 2. REFERENCE PANEL SCHEDULES ON ELECTRICAL SPECIFICATIONS. co E6.01 SHEET FOR CIRCUITING 7. CONTRACTOR SHALL INFORM co REQUIREMENTS. COORDINATE LANDLORD PRIOR TO WORK ON THE QINSTALLATION REQUIREMENTS AND ROOF. REPAIR/MODIFY EXISTING Original drawing is 42 x 30. Do not scale contents of this drawing. LOCATIONS WITH INSTALLER PRIOR ROOF AS NECESSARY Sheet Number coN-- TO ROUGH-IN. 8. CONTRACTOR SHALL VERIFY 3. COORDINATE MECHANICAL LOCATION OF EXISTING BEAMS. E203 ,.. B E EQUIPMENT POWER REQUIREMENTS PROVIDE OFFSETS AS REQUIRED. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT H6:4" iD D A ,. A I I 1 ‘ - 1 t I i 1 I I I 1 1 FARMERS � 4 � 4: o E 1 INSURANCE 1 E I d"""rat .. . .. . . ,.. • • G 8 C P PC • PC LSE 1lL r •15EM1 ® _ _ __ a �w ." - l . .. . Project • 201A • 202 � • II i . G:19', •c .. - �� 6 0 .. , OS • 'G:19" . , •19 ./.G:1>v •G:19� .I . � ii=• . .• . . , 11 , I , . 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UNLESS NOTED OTHERWISE, THE SWITCH BASIS OF DESIGN, STAND ALONE 2, OPEN OFFICE DIMMING/PHOTOCELL SYSTEM OPERATION, 3,1, DIMMING POWER PACK TYPE PROVIDE CONNECTION TO BAS, SQUARE FEET, PROVIDE AND INSTALL ,Q FIXTURE SCHEDULE. REFER TO PANEL SHOWN INA ROOM/AREA SHALL CONTROL ALL CEILING MOUNTED PIR/ULTRA-SONIC LIGHTING CONTROL BASIS OF DESIGN: COORDINATE TIMER CONTROL RMJS-BT-DV-B MANUFACTURED PROVIDE AND INSTALL 2#12, LOCAL PHOTOCELL AND PANEL CKT LOAD SCHEDULES FOR FURTHER INFORMATION. LIGHT FIXTURES IN THE ROOM/AREA. VACANCY SENSOR. ACCEPTABLE SETTINGS WITH OWNER. BY LUTRON; QUANTITY AS 1#12G IN 3/4°C. AND PROVIDE APPURTENANCES FOR AUTOMATIC EM 1 472W I`l MANUFACTURES: 2.1. DIMMING POWER PACK TYPE PROVIDE CONNECTION TO BAS, REQUIRED FOR SYSTEM 120V CONNECTION TO VIVE HUB DAYLIGHTING DIMMING CONTROL. EM 2 578W LL I Project I2. CIRCUIT NUMBERS ARE SHOWN FOR DESIGN RMJS-8T-DV-B MANUFACTURED PROVIDE AND INSTALL 2#12, OPERATION. PROVIDE AND POWER SUPPLY, EM 3 486W No: ZHK35000 a 6. COORDINATE EXACT LOCATION OF ALL LU INTENT ONLY, CONTRACTOR TO VERIFY CIRCUIT EQUIPMENT •WITH ALL TRADES PRIOR TO • LEVITON TYPE 0210 BY LUTRON; QUANTITY AS 1#12G IN 314"C. AND PROVIDE INSTALL 2#12, 1#12G IN 314"C• 3.4. CEILING MOUNTED VACANCY 5• PROVIDE WALL MOUNTED STAND ALONE EM 4 718W sneer Title o NUMBERS 1N THE FIELD AND MAKE NECESSARY INSTALLATION. • WATT STOPPER TYPE DT-300 REQUIRED FOR SYSTEM 120V CONNECTION TO VIVE HUB AND PROVIDE 120V CONNECTION SENSOR TYPE LRF2-0CR2B-P-WH PIR/ULTRASONIC DUAL RELAY VACANCY CHANGES AS REQUIRED: INSTALL 2#12, 1#12GRD • SENSOR SWITCH TYPE OPERATION. PROVIDE AND POWER SUPPLY. TO DIMMING POWER PACKS. MANUFACTURED BY LUTRON. SENSOR TYPE LUTRON MS-A202-WH, LIGHTING PLAN - AREA ci: IN 314"C. FOR EACH CIRCUIT. NCM-PDT INSTALL 2#12, 1#12G IN 314"C. 2.4. LIGHTING CONTROL 3.2. WALL MOUNTED MANUAL 3.5. LIGHTING CONTROL SENSOR SWITCH WSX PDT, OR A 0_ • PROVIDE MANUAL OVERRIDE AND PROVIDE 120V CONNECTION MANUFACTURER APPROVED DIMMING CONTROL SWITCH TYPE MANUFACTURER APPROVED APPROVED EQUAL. SHALL BE SET TO 3. REFERENCE E6 SERIES DRAWINGS FOR LIGHTING WALL- SWITCH FOR ALL TO DIMMING POWER PACKS. EQUAL: PJ2-3BRL-GWG-L01 EQUAL: VACANCY. COORDINATE SENSOR `Y' CONTROL AND OPERATION SCHEDULES. CEILING MOUNTED 2.2. WALL MOUNTED MANUAL 2.4.1. LEVITON MANUFACTURED BY LUTRON. 3.5.1. LEVITON LOCATION WITH MANUFACTURER PRIOR OCCUPANCY SENSORS. DIMMING CONTROL SWITCH TYPE 2.4.2. NLIGHT 3.3. VIVE HUB TYPE HJS-I-FM 3.5.2. NLIGHT TO INSTALLATION. rOriginal drawing Is 42 x 30. Do not scale contents of this drawing. 4. REFER TO SHEET E001 FOR VOLTAGE DROP COORDINATE SENSOR PJ2-3BRL-GWG-L01 2.4.3. WATTSTOPPER MANUFACTURED BY LUTRON; 4. DAYLIGHTING ZONE. ALL LIGHTING Sheet Number co LOCATION WITH MANUFACTURED BY LUTRON. QUANTITY AS REQUIRED FOR FIXTURES WITHIN THIS ZONE SHALL BE INFORMATION. REFER TO SHEET E002 FOR MANUFACTURER PRIOR TO 2.3• VIVE HUB TYPE HJS-I-FM 3. CONFERENCE DIMMING/PHOTOCELL SYSTEM OPERATION, CONTROLLED SEPARATELY FROM E 3 0 1 _A ELECTRICAL SPECIFICATIONS. B INSTALLATION. MANUFACTURED BY LUTRON; LIGHTING CONTROL BASIS OF DESIGN: COORDINATE TIMER CONTROL OTHER OPEN OFFICE LIGHTING. ALL CL REFERENCLIL, NOT APPROVED WITH THIS PER MI l FARMERS INSURANCE Project : - ' W I • I I _ I '-�' 'G:15- -_ I r r I - s FARMERS HILLSBORO c --� d e EM:3e1 _ - I I ttI ( -�. - i � iflej 1 I OFFICE RELOCATION 12 G:27I„• ' EM:3 ! G: I ` LARGE CONF. ' I I ' _____r____1_0:2 - =� : .. G:25G:23 LARGE CON . _ � �THER a M:1 1EM:2 1 I I I UNISE EM:3 n cc 108 •n 109fell I M.2 I Pre ared For G:11 G:11 M:2I L — ROOM RESTROCt1 + •© G:7 Elll.. G .--.—_. .— G13 — -- G-13 —J G:9 �.—�. — t p AREAA — —Ill- —• - i X ".—' I c AREAA FARMERS INSURANCE 10.41 Om. 'IIAR � '`'Fre° Fes+ - -.. ..,............. ..... -... .... -... ..... ......,.,..... ... �— ..... ..... -.... -- - -... .....,.. .... ......`-_ - kY•a.,e�,h,;...g - "'" __. w.w �..�ww� iiia=UMW Ili _ i•i' - �� - _....--......�__ _... F AREA B G:25IIIAIIl `' I A B OR- cc EM:3 cc 11fl cc ee ee flee I` � p , R Q I 1 OS Contract No: 16.24752.00 JAN. LO' . . EM:3 '� , 7 -. 11111M1-- �� k 1 1 S 1 '■'.I ...4.1....: �" G:25 G:7 G:7 JawE �� G 9 G:9 G 9 :9 :9 I G:11 dF • �O 122 �. G:25 I I � .I�r � `OL PANEL , � 11 G:25 :25 - _ ii I G:25 G:25 . '4 e_ T G:25-1 I D c LD 3, . L IPC' � - EM: ' n cc ' n cc , ' .A _ ee -ti r 0 Ill, 1 cMGIM F 25 E, ,3 l , ® PA, EL B _ IN ER R I in Mg iI �- ' ,1 I - M.3 PANEL 1 1 .a" G 5IIEM: M.2 G 11 :t ill_ ,.. I E I 1 - � .- __ 1 I G:7 G:7 G:7 G:7 AN '; � �5 E� :5 I ;_.� J r n7 - 1111111/1/111 ex EM:2® ; ..,..._, G:25©/, 'G:25�� EM: , � I ,} � ._� 1 I SWBD I p,q,ec v� - , , PANEL L n ° cc ; r I .A I 0 0 I I q. eL 0 0 CONCEALED 1-1/2"CO (2) 3/4" CONDUIT FOR POWER NOTES: gii 19FOR TEL/DATA, f�l0CABLES BY OTHERS ���_1 6 MAXIMUM DIAMETER SLEEVE. SLEEVE TO BE SIZED TO ALLOW 112 OF � 0 "h. ANNULAR SPACEAROUNDCONDUIT. 141..,,. ; ', FIN. SLAB . - IN. SLAB ['' 4-4A PMERS O BACKER ROD SET SO THAT TOP OF ROD IS 1" INTO OPENING. r " OAPPLY GENEROUS PORTION OF FIRE BARRIER CAULK COVERING ALL EXPOSED •• •+. .!'.j- ' EDGES OF SLEEVE AND FILLING ALL VOIDS FROM BACKER ROD TO OUTSIDE • • s Q . " .„ Q 1--1 INSURANCE EDGE OF SLEEVE AND BETWEEN CONDUIT AND SLEEVE. • !' f; . ,� ,. ..*� SOLID WALL 4 FLOOR SLAB (CONSTRUCTION VARIES). REFER TO STRUCTURAL DRAWINGS FOR ' --"�` �` =. _ TYPE AND THICKNESS. I I 0 20 _ OSTEEL CONDUIT (4" MAXIMUM) CENTERED IN OPENING. MAXIMUM (1) ONE ' I Project CONDUIT PER OPENING. 0 0 FARMERS H I LLSBORO ��•�� , OFFICE RELOCATION 6 STANDARD WEIGHT STEEL PIPE SLEEVE. SLEEVE TO EXTEND 2"ABOVE /.:,' ,; �;. 1 .<:71:!7:;.7.,41 OFINISHED SLAB. I '' plw4. ,- ``s 21 CI PROVIDE A 114" BEAD OF FIRE BARRIER CAULK AROUND SLEEVE COLLAR AT VW, 0 ` c '=° 0 Prepared For �� �FINISHED SLAB. 0 ` 0`�A 0 4iii". 2 GANG POWER COMPACTMENT FARMERS INSURANCE 8 BEND METAL HANGER OVER TOP OF SLEEVE AND POSITION SO THAT TOP OF Y TIGARD, OR INTUMESCENT ELASTOMERIC MATERIAL IS RECESSED 1/4" TO 3/8" BELOW TOP OF COLLAR. Contract41 No: 16.24752.00 OINTERLOCKING INTUMESCENT ELASTOMERIC FILL MATERIAL KIT. KIT SIZED CONDUIT AND SLEEVE THRU FLOOR SLAB CONDUIT THRU EXISTING FLOOR SLAB MOVEABLE PARTITION FOR OPENING DIAMETER. - 10 FILL MATERIAL WALL WRAP SET INTO SLEEVE COLLAR WITH ALUMINUM 7—FURNITURE SYSTEM FOIL SIDE SHOWING. INSIDE WALL OF SLEEVE TO BE CAULKED WITH FIRE O BARRIER CAULK PRIOR TO INSTALLING WALL WRAP. (1) .Ain 11 END CAP OF INTUMESCENT ELASTOMERIC MATERIAL CUT TO FIT IN FIELD AND glIP --_, WV 4 GANG, 4" DEEP + il CAULKED AROUND EDGE TO SECURE CAP TO SLEEVE COLLAR. 0 \\\ J-BOX AT +12", VERIFY �, o12 COMMUNICATION SYSTEM CABLES. MAXIMUM 30% FILL. CABLES TO BE RIGIDLY 00 go' ' EXACT LOCATION WITH FIN.SLAB '�� :': ARCHITECT ,J. SUPPORTED ON BOTH SIDES OF OPENING. WHERE SLEEVES ARE FOR FUTURE .. rU. CABLES, PROVIDE END CAPS. I110 I d: 'a pli .' F'v.- O13 CAULK BEADS AROUND CABLES ON BOTH SIDES OF END CAP. APPLY SEVERAL 0 © ; I / 0Tt / Hellmuth, Obata + Kassabaum, Inc. BEADS OF CAULK AROUND MULTIPLE LAYERS OF CABLES. ` ' ��' '+'6► t 9530 Jefferson Boulevard ��_� 2 GANG TELE/DATA ' '` Culver City, CA 90232 USA �-- t +1 310 838 9555 f +1 310 838 9586 14 DRY WALL REFER TO ARCHITEON CTURAL WITH RAL DRAW NGS�OR WALLAYERSLONSTRUCF GYPSUMTION� BOARD. lO COMPARTMENT �� Q -' -- \ All reproduction&Intellectual property rights reserved i 15 STEEL PIPE SLEEVE WITH ANCHOR TABS ON ONE SIDE SECURED TO WALL WITHPY110 . i.- 2015 TOGGLE BOLTS (DRYWALL) OR LEAD EXPANSION ANCHOR (MASONRY OR CONCRETE). 0 ��' In Association with PROVIDE SLEEVES FOR ALL CONDUITS AT EXTERIOR WALL ABOVE GRADE AND ALL O�l411111:144!4 5 � " �+ 2-- PROVIDE 1.25" TO 4" DIAMETER THROUGH INTERIOR WALLS. FOR CONDUITS © 15 GROMMETED ,,,,„. BUILT-IN LESS THAN 1.25" PENETRATING FIRE AND/OR SMOKE PARTITIONS ON BUILDING � ������������ OPENING COVER rir INTERIOR, SLEEVE MAY BE OMITTED. ® .,� o PLATEck, POWERTRACK O TELIDATA ` INSIDE PARTITION 16 MASONRY OR CONCRETE PARTITION. REFER TO ARCHITECTURAL DRAWINGS. " ' OUTLET(TYP) COVER PLATE SYSICA HENNESSY 17 INTUMESCENT ELASTOMERIC CAULKING COMPOUND FORCED INTO ANNULAR SPACE TO BE READILY SNAP-IN GROUP WITH A MINIMUM 1/4" BEAD APPLIED TO PIPE AND OVER EDGE OF SLEEVE AT ACCESSIBLE RECEPTACLE Amember company"15HGroup.1 SLEEVE/WALL JOINT. (TYP) TEL/DATA Syska Hennessy Group, Inc. RACEWAY 330 N.Wabash Ave. 18 ESCUTCHEON AT WALL CONDUITS WHERE EXPOSED TO VIEW. CABLE & SLEEVE THRU FLOOR SLAB CONDUIT& SLEEVE THRU WALL IN PARTITION Suite 1505 POWER INFEED FLEXIBLE Chicago, IL 60611 19 16 GAUGE ROUND SHEET METAL. DAM EXTENDED 2"ABOVE FINISHED SLAB. ARMORED CABLE PROVIDED Tel:312.588.3560 BY FURNITURE SYSTEM Fax:312.588.3579 6" MAXIMUM DIAMETER CORED HOLE SIZED TO ALLOW 1/2" OF ANNULAR SPACE www.syska.com 20 AROUND CONDUIT. OBTAIN WRITTEN APPROVAL FROM ARCHITECT PRIOR TO CORE DRILLING STRUCTURAL MEMBERS. Key Plan SCALE: NONE r0 CABLE AND CONDUIT PENETRATIONS 0_i WORKSTATION ELECTRICAL RISER DIAGRAM SCALE: NONE SYMBOL DESCRIPTION ® KEY NOTES: 4" X4" JUNCTION BOX Ma CARD READER (BY OTHER) INSTALL THE BOX 1 FEET TOP OF FINISHED CEILING 0 PROVIDE 4"X4" ELECTRICAL BOX WITH SINGLE GANG MUD RING EL ELECTRIFIED LOCKSET (BY OTHER) FOR CARD READER. (UNSECURED TH ELECTRIFIED TRANSFER HINGE (BY OTHER) J-BOX r SIDE OF THE DOOR) o C DOOR CONTACTS (BY OTHER) �� FINISHED CEILING Professional Seals PROF • f PROVIDE HOMERUN CONDUIT ��� SSS J ABOVE CEILING JUNCTION BOX 1/2"C ® 1/2"C 112"C ® TO CONTROL PANEL WITH 314" f c`� � G NE �o�� 112 C CONDUIT OR PLENUM RATED �i REQUEST TO EXIT (BY OTHER) 1 5' 19317 I , -I CABLE. RUN PIPE TO 4.1110 - ROUTE CONDUIT TO TOP OF UNSECURED SIDE. �,�OREGON �.'`, � "Th FRAME AND EXTEND WIRING oT �'08, 2��`4�7 f/1? TO DEVICE. ��' C. �R� ! ! PROVIDE 4"X4" ELECTRICAL BOX \ . . t 4" ® WITH SINGLE GANG MUD RING EXPIRES: I� ��t I7 i FOR INTERCOM. (UNSECURED No. Description Date . 1 1 90%REVIEW June 26 2017 1 SIDE OF THE DOOR) I 2 BID/PERMIT Ju1y062017 1 + , I I I DOOR CONTACT HOLE € 314" PRE-DRILLED �►0 1 1 (BY OTHER) II v 6 i 1 EL 1 1 DOOR CONTACT HOLE ; 1 ' 3/4" PRE-DRILLED AT DOOR HEADER (BYOTHER) I �_ 6�� — 6„ il1 WIRING (BY OTHER) AL. UNSECURED SIDE CA i[TH. C • 1— ; I , 1 0 --(— SECURED SECURED SIDE TH EL 1ELECTRIFIED Cd _ TRANSFER HINGE oJ (BY OTHER) C/5 ,i J .7C TO ACCESS CONTROL PANEL J 42" AFF 0 PLAN VIEW m u tlil— w U) o FINISHED FLOOR 0I ' u7 1 . c' N `t'1 ME & DOOR PREPPED BY OTHER. Project a No: ZHK35000 w • PROVIDED FLEX, BACKBOXES& TERMINAL CAN. Sheet Title 0 • EXACT CARD READER, REX,CONTACT, INTERCOM & PUSH BUTTON LOCATION TO BE FIELD VERIFIED WITH VENDOR. DETAILS • ACCESS CONTROL HARDWARE (CONTACT, READER, REX& CABLE) BY OTHER. 2 • DOOR HARDWARE (ELECTRIFIED HINGES, ELECTRIFIED LOCKSET, LOCAL POWER SUPPLY) PROVIDE & INSTALLED BY OTHER. M ti Original drawing is 42 x 30. Do not scale contents of this drawing. Q N Sheet Number co i - -6 0 E501 DOOR DETAIL: REFER TO SECURITY DRAWINGS FOR SEPARATION OF SCOPE OF WORK. SCALE: NONE REFERENCE ONLY NOT APPROVED WITH THIS PERMIT O SHEET KEYNOTES 1. DISCONNECT AND REMOVE EXISTING 20A/1P BREAKERS. PROVIDE AND INSTALL NEW 20A/2P NEW BRANCH PANEL VOLTAGE PHASE WIRE BUS SIZE AIC RATING EXISTING BRANCH PANEL VOLTAGE PHASE WIRE BUS SIZE AIC RATING EXISTING BRANCH PANEL VOLTAGE 1 PHASE WIRE BUS SIZE AIC RATING BREAKER TO MATCH EXISTING PANEL TYPE I cSEC 1) 1201 208 3 4 225A MLO 35,000 B 120/ 208 3 4 225A N MLO 10,000 F 120/ 208 3 4 225A I N MLO 10,000 AND AIC RATING. WAllt L=LIGHTS, =RECEPT.,M=ME H,K=KITCHEN,P= UB-PANEL,C=CONTINUOUS L=LIGHTS, =RECEPT.,M=ME H,K=KITCHEN,P= UB-PANEL,C=CONTI UOUS MANUFACTURER:SQUARE D L=LIGHTS, =RECEPT.,M=ME H,K=KITCHEN,P= UB-PANEL,C=CONTI UOUS MANUFACTURER:SQUARE D NEMA 1 NEMA 1 NEMA 1 2. DISCONNECT AND REMOVE EXISTING 20A/1P W w t # W w w w 1# U W w, LOAD p BKR A B C Y BKR 0 O LOAD LOAD 8 p BKR Y A B C Y BKR p 8 LOAD LOAD p p BKR E A B c Y BKR p o LOAD BREAKERS. PROVIDE AND INSTALL NEW 30A/2P 5 0 0 `' CL 0 0 0 " 0- 0 `' 0 0 0 BREAKER TO MATCH EXISTING PANEL TYPE WS RECEPTACLE S R 1 20 1 990 WS RECEPTACLES EXISTING LOAD 1 20 1 EXISTING LOAD WS RECEPTACLES R 1 20 1 1,170 RECEPTACLES 1,080 2 20 1 R ELECT.ROOM LIGHTING 2 20 1 PHONE BOARD 540 2 20 1 R AND AIC RATING. FARMERS WS RECEPTACLES R 1 20 3 990 WS RECEPTACLES HAND DRYER R 1 20 3 1,000 EXISTING LOAD WS RECEPTACLES R 1 20 3 1,170 RECEPTACLES 1,080 4 20 1 R 4 20 1 EXTERIOR CANS 1,0$0 4 20 1 R 3. DISCONNECT AND REMOVE EXISTING 20A/1 P INSURANCE WS RECEPTACLES R 1 20 5 990 WS RECEPTACLES HAND DRYER R 1 20 5 1,000 EXISTING LOAD WS RECEPTACLES ' R 1 20 5 1,170 RECEPTACLES 1,080 6 20 1 R ' 6 20 1 IRRIGATION CONTROL 540 6 20 1 R BREAKER. PROVIDE AND INSTALL NEW 30A11 P WS RECEPTACLES R 1 20 7 990 W3 RECEPTACLES HAND DRYER R 1 20 7 1,000 EXISTING LOAD WS RECEPTACLES R 1 20 7 1,170 RECEPTACLES BREAKER TO MATCH EXISTING PANEL TYPE 1,080 8 20 1 R 8 20 1 RISER ROOM LIGHTS 1,080 _8 20 1 R WS RECEPTACLES R 1 20 9 900 RECEPTACLES HAND DRYER R 1 20 9 1,000 EXISTING LOAD WS RECEPTACLES R 1 20 9 1,260 REFRIGERATOR AND AIC RATING. 720 10 20 1 R 10 20 1 FIRE ALARM - 1,200 10 20 1 K _ WS RECEPTACLES R 1 20 11 900 WS RECEPTACLES WS RECEPTACLES R 1 20 11 1,080 WS RECEPTACLES WS RECEPTACLES R 1 20 11 1,260 RECEPTACLES 1,080 12 20 1 R 1,080 12 20 1 R 1,080 12 20 1 R Project WS RECEPTACLES R 1 20 13 900 WS RECEPTACLES WS RECEPTACLES R 1 i 20 13 1,080 WS RECEPTACLES WS RECEPTACLES R _1 20 13 1,260 RECEPTACLES FARMERS H I LLSBORO 1,080 14 20 1 R 1,080 14 20 1 R 720 14 20 1 R WS RECEPTACLES R 1 20 15 900 WS RECEPTACLES WS RECEPTACLES R 1 20 15 1,080 WS RECEPTACLES WS RECEPTACLES R 1 20 15 1,260 RECEPTACLES OFFICE RELOCATION 1,080 16 20 1 R 1,080 16 20 1 R _ 1,080 16 20 1 R WS RECEPTACLES R 1 20 17 540 WS RECEPTACLES WS RECEPTACLES R 1 20 17 1,080 WS RECEPTACLES DED.CIRCUIT R 1 20 17 1,000 RECEPTACLES 1,080 18 20 1 R _ 1,080 18 20 1 R - 1,440 18 20 1 R WS RECEPTACLES R 1 20 19 540 WS RECEPTACLES WS RECEPTACLES R 1 20 19 990 WS RECEPTACLESO L5-30 C 1 30 19 1,000 RECEPTACLES Prepared For 1,440 20 ` 20 1 R 990 20 20 , R 1,440 20 20 1 R FARMERS INSURANCE WS RECEPTACLES R 1 20 21 540 WS RECEPTACLES WS RECEPTACLES R 1 20 21 990 WS RECEPTACLES C 2 30 21 1,250 DED.OUTLET 1,440 -22 20 1 R _ 990 22 20 1 R 2 L6 3a 1,000 22 20 1 R WS RECEPTACLES R 1 20 23 540 WS RECEPTACLES WS RECEPTACLES R 1 20 23 990 WS RECEPTACLES O C 30 23 1,250 DED.OUTLET TIGARD, OR 1,440 24 20 1 R - 990 24 ' 20 1 R 1,000 24 20 1 R RECEPTACLES R 1 20 25 1,080 WS RECEPTACLES WS RECEPTACLES ' R 1 20 25 990 WS RECEPTACLES DED.CIRCUIT C 1 20 25 1,000 _ DED.OUTLET 1,440 26 ' 20 1 R 990 26 20 1 R 1,000 26 20 1 R Contract No: 16.24752.00 WS RECEPTACLES R 1 20 27 1,350 WS RECEPTACLES WS RECEPTACLES R 1 20 27 1,080 WS RECEPTACLES DED.CIRCUIT C 1 20 27 1,000 DED.OUTLET 720 28 20 1 R _ 1,080 28 20 1 R 1,000 28 20 ' 1 R WS RECEPTACLES R 1 20 29 1,350 - WS RECEPTACLES WS RECEPTACLES R 1 20 29 1,080 WS RECEPTACLES DED.CIRCUIT C 1 20 29 1,000 RECEPTACLES 720 30 20 1 R1,080 30 ' 20 1 R 1 1,440 30 20 1 R WS RECEPTACLES R 1 20 31 1,350 WS RECEPTACLES WS RECEPTACLES R . 1 20 31 1,080 WS RECEPTACLES DED.CIRCUIT C 1 20 31 1,000 PRINTER 720 32 20 1 R 1,080 32 20 1 R 1,200 32 20 1 R WS RECEPTACLES R 1 20 33 1,350 WS RECEPTACLES WS RECEPTACLES R 1 20 33 , 1,080 WS RECEPTACLES DED.CIRCUIT C 1 20 33 1,000 _ COPIER 720 34 20 1 ' R 1,080 34 20 1 R 1,000 34 20 1 R O WS RECEPTACLES R 1 20 35 1,440 WS RECEPTACLES EXISTING LOAD 1 20 35 SPARE RECEPTACLES R 1 20 35 360 PRINTER 1,080 36 20 1 R POST LIGHTS _ 36 20 1 R 1,000 36 20 1 R WS RECEPTACLES R 1 20 37 1,440 WS RECEPTACLES EXISTING LOAD 1 20 37 _ SPARE REFRIGERATOR K 1 20 37 1,200 RECEPTACLES : ÷ PI 1,080 38 20 1 R CONTROL 38 20 1 R 1,620 38 20 1 R WS RECEPTACLES R 1 20 39 1,440 WS RECEPTACLES 2 20 39 , SPARE REFRIGERATOR K 1 20 39 1,200 PROJECTOR/SCREEN 1,080 40 20 1 R EXTERIOR PARKING LOT40 20 1 R _ _ 1,500 - 40 20 1 R TRAINING 145 WS RECEPTACLES R 1 20 41 1,440 WS RECEPTACLES LIGHTING 20 41 SPARE SPARE 1 20 41 PROJECTOR 1 SCREEN 1,080 42 20 1 R 42 20 1 R 1,500 42 20 1 R TRAINING 144 15,210 PHASEA RECEPT-VA @ per NEC 27,140 TCL VA 44,280 9,280 PHASEA RECEPT-VA @ per NEC 19,600 TCL VA 29,200 15,400 PHASEA RECEPT-VA @ per NEC 21,670 TCL VA 45,440 14,310 PHASE B LIGHTS-VA@ 100% - DEMAND VA 55,808 10,460 PHASE B LIGHTS-VA@ 100% - DEMAND VA 19,600 16,000 PHASE B LIGHTS-VA@ 100% DEMAND VA 33,410 14,760 PHASE C MECHANICAL-VA@ 100% - HI-PH CONN.A 127 9,460 PHASE C _MECHANICAL-VA@ 100% - HI-PH CONN.A 87 14,040 PHASE C MECHANICAL-VA @ 100% - HI-PH CONN.A 133 Hellmuth, Obata + Kassabaum, Inc. 44,280 TCL KITCHEN-VA@ perNEC 0 DEMAND A '155 29,200 'TCL KITCHEN-VA@ per NEC 0 DEMAND A 54 45,440 TCL KITCHEN-VA@ per NEC 3240 DEMAND A 93 9530 Jefferson Boulevard SUB-PANEL-VA@ 100% - SUB-PANEL-VA@ 100% - SUB-PANEL-VA@ 100% - Culver City, CA 90232 USA CONTINUOUS-VA 100% 0 ,CONTINUOUS-VA 100% 0 CONTINUOUS-VA - 100% 8500 t +1 310 838 9555 f +1 310 838 9586 All reproduction&intellectual property rights reserved© 2015 In Association with NEW BRANCH PANEL VOLTAGE PHASE WIRE BUS SIZE AIC RATING EXISTING BRANCH PANEL VOLTAGE PHASE WIRE BUS SIZE AIC RATING EXISTING BRANCH PANEL VOLTAGEPHASE; WIRE BUS SIZE AIC RATING I(SEC 2) 120/ 208 3 4 225A MLO 35,000 L 120/ 208 3 4 225A I MLO 10,000 G 120! 208 3 4 225A J MLO 10,0004 L=LIGHTS, =RECEPT-,M=ME H,K=KITCHEN,P= UB-PANEL,C=CONTINUOUS L=LIGHTS, =R CEPT.,M=ME H,K=KITC-HEN,P= UB-PANEL,C=CONTINUOUS MFR:CUTLER-HAMMER L=LIGHTS, =R t 'ITCHEN,P- UB PANEL,C=CONTINUOUS MANUFACTURER: SQUARED p NEMA1 NEMA1 Q a LOAD BKR A B C BKR J LOAD NEMA1 W w xsLU W LOAD O O BKR A B C Y BKR O O LOAD O O Y Y O p LOAD O �' SKR ~ A B C ~ BKR J D LOAD U w 0 0 n- 0 - 0 0_ ' 0 0 0- U O O O O GROUP U d 0 0 R U COPIER R 1 20 43 1,000 RECEPTACLES 3 90 1 SPACE - AmembercompanyofSHGroup,Inc. 2 LIGHTING L 1 20 1 1,248 LIGHTING 1,080 44 20 ` 1 R PRINTER R 1 20 45 1,180 RECEPTACLES SPARE 90 3 .- SPACE LIGHTING L 1 20 3 650 1,208 2 20 1 L LIGHTING Syska Hennessy Group, Inc. 1,260 46 20 1 R 4 330 N.Wabash Ave. CONFR.TABLE +AV CREDENZA R 1 20 47 1,080 RECEPTACLES 90 5 SPACE 650 4 20 1 L 1505 LIGHTING L 1 20 5 1,189 LIGHTING Suite te RECEPTACLES 1,440 48 20 1 R 6 650 6 20 1 L ChIcago, IL 60611 PROJECTOR +SCREEN R 1 20 49 1,500 3 20 7 LIGHTING L 1 20 7 1,152 LIGHTING T81:312.588.3560 1,250 50 30 2 R L6-30 - 20 9 8 30 3 566 8 20 1 L Fax:312.588.3579 •PROJECTOR +SCREEN R 1 20 51 1,500 _ SPARE 10 30 SPARE LIGHTING L 1 20 9 744 SPARE www.syska.com 1,250 52 30 R SPARE 1 20 53 DED.CIRCUIT - 20 11 - 10 20 1 1 1,000 54 i 20 1 R 1 12 30 LIGHTING L 1 20 11 936 SPARE 3 60 13 EXISTING LOAD 12 20 1 WS RECEPTACLES R 1 20 55 1,080 DED.CIRCUIT 14 20 1 LIGHTING L 1 20 13 972 - SPARE 1,000 56 20 1 R 60 15 EXISTING LOAD - 14 20 1 Key Plan WS RECEPTACLES R 1 20 57 1,080 _ RECEPTACLES SPARE 16 20 1 LIGHTING L 1 20 15 1,056 SPARE 1,620 58 20 1 R 60 17 EXISTING LOAD - 16 20 1 WS RECEPTACLES R 1 20 59 1,080 EQUIPMENT#1 LIGHTING L 1 20 17 924 SPARE 1,000 60 20 1 R 18 20 1 18 20 1 WS RECEPTACLES R 1 20 61 1,080 EQUIPMENT#1 3 20 19 20 20 1 SPARE LIGHTING L 1 20 19 312 SPARE 1,000 62 20 1 R 20 20 1 WS RECEPTACLES R 1 20 63 1,080 EQUIPMENT#4 SPARE - 20 21 - - LIGHTING L 1 20 21 720 1,200 64 20 1 R - - 22 30 2 SPARE 1,100 22 20 2 L � WS RECEPTACLES R 1 20 65 1,080 EQUIPMENT#4 20 23 LIGHTING L 1 20 23 432 NEW LIGHTING INVERTER n 1,200 06 20 1 R 24 30 1,100 24 20 L ` ' / WS RECEPTACLES R 1 20 67 1,080 DISPOSAL SPARE 1 20 25 LIGHTING L 1 20 25 896 EF 1.3 1,000 68 20 1 R 26 20 -3 150 - 26 20 1 M WS RECEPTACLES R 1 20 69 1,080 EQUIPMENT#3 SPARE 1 20 27 28 20 SPARE LIGHTING L 1 20 27_ 910 - • EF-1.4 1,092 - 70 20 1 R 150 28 20 1 M COPIER R 1 20 71 1,200 EQUIPMENT#3 EXISTING LOAD 1 20 29 - - EXISTING LOAD 1 20 29 r EXISTING LOAD 1,092 72 20 1 R 30 20 30 20 1 PRINTER R 1 20 73 1,000 EQUIPMENT#3 2 40 31 3 20 31 SPARE 1,092 74 20 . 1 R EXISTING LOAD 40 33 32 30 2 SPARE 32 20 1 Professional Seals RECEPTACLES R 1 20 75 1,080 EQUIPMENT#4 20 33 o R04.0 RECEPTACLES R 1 20 77 1,200 900 76 20 1 R EQUIPMENT#4 EXISTING LOAD 1 20 35 34 30 _ EXISTING LOAD 20 35 34 30 3 f �`` NGlltiiq s�'o 36 20 3 SPARE `� f, 1,200 78 20 1 R 36 30 c&--,, 893I7PI» EF-1.5 M 1 20 79 150 EQUIPMENT#2 SPARE 1 20 37 SPARE EXISTING LOAD 1 20 37 1,000 80 20 1 l R 38 20 38 30 -. TURNSTILES R 1 20 81 900 EQUIPMENT#9 - 2 30 39 2 30 39 REFRIGERATOR K 1 20 83 1600 1,200 $2 20 1 R RECEPTACLES SPARE 40 20 30 41 40 40 2 30 41 EXISTING LOAD EXISTING LOAD SPARE �, �GOREGON N1, �,� 42 1,080 84 20 1 R 0 PHASE A RECEPT-VA@ per NEC TCLVAO 1 0 „42 40 /'/ C Cp,\4` �713B ri- �1/11 p 14, 312 PHASEA RECEPT-VA@ per NEC 27,318 TCL VA 45,986 5,946 PHASE A RECEPT-VA@ perNEC - TCL VA 17,715 0 PHASE B LIGHTS-VA@ 100% - DEMAND VA 0 17,122 PHASE B LIGHTS-VA@ 100% - DEMAND VA 28,668 6,538 PHASE B LIGHTS-VA@ 100% 17,415 DEMAND VA 17,715 _ 14,552 PHASEC MECHANICAL-VA@ 100% 150 HI-PH CONN.A 142 0 PHASEC MECHANICAL-VA@ 100% HI-PH CONN. 0 5,231 PHASEC MECHANICAL-VA@ 100% 300 HI-PHCONN.A 54 EXPIRES: /213�� 17 45,986 TCL KITCHEN-VA NEC 1200 DEMAND A 80 0 TCL KITCHEN-VA@ per NEC 0 DEMAND A 0 17,715 TCL KITCHEN-VA per 0 DEMAND A 49 @ per o p Na. Description Date SUB-PANEL-VA@ 100% - - SUB PANEL VA@ 100/o SUB-PANEL-VA@ 100% - CONTINUOUS-VA 100%. 0 CONTINUOUS VA 100% 0 CONTINUOUS-VA 100% 0 1 90%REVIEW June 262017 2 BID/PERMIT July 06 2017 NEW BRANCH PANEL VOLTAGE PHASE WIRE BUS SIZE AIC RATING NEW BRANCH PANEL VOLTAGt PHASE WIRE BUS SIZE AIC RATING NEW BRANCH PANEL VOLTA PHASE WIRE BUS SIZE AIC RATING MLO 65,000 M2(SEC 2) 120/ 208 3 4 400A I MLO 65,000 M3 1201 208 3 4 225A J MLO 65,000 M2 (SEC 1) 120/ 208 3 4 400A 4U L=LIGHT =RECEPT.,M=ME: !-I,K=KITCHEN,P= UB-PANEL,C=CONTINUOUS L=LIGHTS, =RECEPTM=MEZrAR=RITCHEN,P= UB-PANEL,C=CONTINUOUS L=LIGHTS, =RECEPT.,M=MEG�H,K=KETCFIEN� UB-PANEL,C=CONTI SNEMA1 - _ - NE:MA1 NEMA1 -- - W w ,* U W 1lJ w w Lt w w W w 1:k ;k w w 8 J H J - LOAD 8 -' BKR ~ A B C ~ BKR J 8 LOAD LOAD O p BKR Y A B C Y BKR U O LOAD LOAD 8 � BKR Y A B C Y BKR p 8 O Y Y O U 0- U U 0 U G U U a 0 v w 0 0 n U M 2 20 43 749 M 2 20 1 1,248 M 3 ' 45 1 4,000 1,248 44 20 2 M - ' 4,920 2 50 3 M EBB 1.17 M 20 45 749 EBB-1.21 EBB-1.09 M 20 3 500 1,248 2 20 2 M EBB 1.24 WH-1 M 45 3 4,9x0 4 50 M RTU-10 1,248 46 20 M 500 4 20 M M 45 5 4,000 M 2 20 47 749 M 2 20 5 1,248 cu Qo 4,920 6 ' 50 M EBB-1.16 1,248 48 20 2 M EBB-122 EBB-1.08 500 6 20 2 M EBB-1.23 R P-1 M 1 20 7 500 M 20 49 749 M 20 7 1,248E _ 1,248 50 20 M 500 8 20 M 2,600 8 40 2 M ACCU-1.1 M 2 20 51 2,160 M 2 20 9 1,248 - 0 EF-1.1 M 1 20 9 150 2,064 52 25 3 M 10 20 2 M 2,600 10 40 M M 20 53 2,160 - T - EBB-2.05 EBB-1.15 EBB-1.07 M 20 11 1,248 0 EF-1.2 M 1 20 11 150 2,600 12 40 2 M 2,064 54 ` 25 M ACT-1.01 - - - 500 12 20 M W ACCU-1.2 M 2 20 55 2,160 M 2 20 13 1,248 J M 3 25 13 2,064 2,064 56 25 M 2,600 14 40 M EBB-1.14 - EBB-106 500 14 20 2 M EBB-2.04 - M 25 15 2,064 M 20 57 2,160 M 20 15 1,248 Lu ACT-1.08 - 1,248 58 ' 2• 0 2 M EBB 2.01 500 16 20 M ,600 16 40 2 M M 25 17 2,064 ACCU-1.3 M 2 20 59 2,160 M 2 20 17 1,248 2,600 18 40 M 1,248 fi0 2• 0 M 1,248 18 20 2 M EBB-1.13 EBB-1.05 - _ EBB-2.03 M 3 30 19 2,520 - M 20 61 2,160 M 20 19 1,248 w 275 20 3• 0 2 M 1,248 62 20 ' 2 M EBB-2.02 1,248 20 20 M CRAC-1.1 M 2 20 63 500 M 2 20 21 1,248 EF-1.5 _ W ACT-1,07 M_ 30 21 2750 22 30 M 1,248 64 20 M 250 22 20 - 1 M EBB 1.12 M 20 65 500 SPARE EBB 1'04 M 20 23 1,248 SPARE WM 30 23 2,520 66 20 1 W275 24 3• 0 2 M 24 20 1 0 M 3 30 25 2,520 CRAC-1.2 M 2 20 67 500 SPARE M 2 20 25 1,248 - SPARE Q 275 26 30 M EBB-1.11 68 20 1 EBB-1.03 26 20 1 0 M 20 69 500 - SPARE M 20 27 1,248 SPARE o ACT-1.06 M 30 27 2,52070 20 1 28 20 1 cz>Q M 30 29 275 2,520 28 30 ` 2 M CRAC-1.3 M 2 20 _ 71 2,160 SPARE M 2 20 29 1,248 SPARE i� - 275 30 30 + - M ESB 1.10 72 20 1 EBB-1.02 30 20 ` 1 N - M 3 25 31 2,064 M 20 73 2,160 SPARE M 20 31 1,248 32 20 1 SPARE 74 20 1 �t j 2,064 _ 32 25 3 M M 2 20 75 500 SPARE M 2 20 33 1,248 SPARE MI M 25 33 2,064 Nrooject ZHK35000 ACT-1.05 2,064 34 25 M ACT 1.03 - - 76 20 1 34 20 1 E EBB-1.19EBB 1.01 M 20 35 1,248 - SPARE M 20 77 500 SPARE M M 25 35 2,064 - , l O 2,064 36 25 M 78 20 1 36 20 1 Sheet Title I M 3 25 37 2,064 l M 2 20 79 1,248 80 20 1 SPARE . M 2 45 37 3,936 - SPARE 749 38 20 2 M EBB-1.20 38 20 1_ . a ACT-1.04 M 25 39 2,064 _ EBB-1.18 M 20 81 1,248 - SPARE M 45 39 3,936 SPARE SCHEDULES 82 20 1 ACT-1.02 40 20 1 Q 749 40 20 M SPARE 1 20 83 SPARE M 45 41 3,936 SPARE co M 25 41 2,064 EF-1.6 84 20 1 42 20 1 -I 95 42 20 1 M 15,534 PHASEA RECEPT-VA@ per NEC - TCL VA 41,948 14,172 PHASEA RECEPT-VA @ 375 - 1TCL VA 41,018 ch 29,215 PHASEA RECEPT-VA @ per NEC - TCL VA 86,291 13,625 -PHASE B ' LIGHTS-VA 100% - DEMAND VA 41,948 100% - 2$,865 PHASE B LIGHTS-VA 100% - DEMAND VA 12$,239 @ ° 13,174 PHASE B LIGHTS-VA@ DEMAND VA 41,018 @ 12,789 PHASEC MECHANICAL-VA@ 100% 41,94$ HI-PH CONN.A 129 13,672 PHASEC MECHANICAL-VA@ 100% 41,018 HI-PH CONN.A 118 28,211 PHASEC MECHANICAL-VA@ 100% 86,291 HI-PH CONN.A 243 41,948 TCL KITCHEN-VA per NEC 0 DEMAND A 117 @ p 41,018 TCL KITCHEN-VA@ perNEC 0 DEMAND A 114 86,291 TCL KITCHEN-VA @ perNEC 0 DEMAND A 356 SUB-PANEL-VA 100% 100% Original drawing is 42 x 30. Do not scale contents of this drawing. o _ @ SUB-PANEL-VA@ EL-VA @ c� SUB-PANEL-VA@ 100% - CONTINUOUS-VA 100% 0, CONTINUOUS-VA 100% 0 Sheet Number c_5 CONTINUOUS-VA 100% 0 -o E601 a) 0 Et REFERENCE ONLY NOT APPROVED WITH THIS PERMIT NEW BRANCH PANEL VOLTAGEPHASE WIRE BUS SIZE AJC RATING AREA A AND AREA B: LIGHTING OPERATION AND CONTROL SCHEDULE K 1201 208 3 4 225A JI MLO 35,000 TIMECLOCK LOCAL CONTROL L=LIGHTS, 1:2ECEPT.,M=ME H,K4TCHEN,P= UB-PANEL,C=CONTINUOUS Auto-On Auto-Off Dimming 0,,,;‘,,,, _ NEMA 1 CONTROL - AREA TYPE ELP www * U w w On Off After-Hours Manual Dimmer Day-light Harvesting Type LOAD 861 BKR Y Av B C 0 BKR o- LOAD FARMERS a a 6 AM 9 PM Timeclock Manual 1 Hour On Override CORRIDOR WS RECEPTACLES R 1 20 1 540WS RECEPTACLES b 6 AM 9 PM Timeclock Manual 1 Hour On Override X - X 0-I0V OPEN OFFICE 2 20 1 R c 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE INSURANCE WS RECEPTACLES R 1 20 3 720 WS RECEPTACLES -- 4 20 1 R d 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE WS RECEPTACLES R 1 20 5 720 WS RECEPTACLES e 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE 6 20 1 R f 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE WS RECEPTACLES R 1 20 7 540 WS RECEPTACLES 8 20 1 R g 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE _ WS RECEPTACLES R 1 20 9 1,260 WS RECEPTACLES r h 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE 10 ' 20 1 R i 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE Project WS RECEPTACLES R 1 20 11 1,260 WS RECEPTACLES j 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-101/ OPEN OFFICE FARMERS H I LLSBORO 12 20 ' 1 R k 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE WS RECEPTACLES R 1 20 13 1,260 WS RECEPTACLES I 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10v OPEN OFFICE OFFICE RELOCATION 14 ' 20 1 R T. WS RECEPTACLES R 1 20 15 1,260 WS RECEPTACLES m 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE 16 20 1 R n 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE METER R 1 20 17 1,000 SPARE o 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V HALLWAY Prepared For 18 20 1 p 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE FARMERS INSURANCE PRINTER R 1 20 19 1,000 SPARE 20 20 1 ' q 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE COPIER R 1 20 21 1,000 SPARE r 6 AM 9 PM Timeclock Manual 1 Hour On Ovenide X X 0-10V OPEN OFFICE TIGARD, OR 22 20 1 s 6 AM 9 PM Timeclock Manual 1 Hour On Override X 0-10V OPEN OFFICE PAPER CUTTER R 1 20 23 1,000 SPARE t 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE 24 20 1u 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE Contract No: 16.24752.00 WATER COOLER R 1 20 25 500 SPARE 26 20 1 ' v 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE WATER COOLER R 1 20 27 500 SPARE w 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE 28 20 1 _ x 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE DEDICATED CIRCUIT R 1 20 29 1,000 SPARE y 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE 30 20 1 SPARE 1 20 31 - SPARE z Manual Vacancy X X 0-10V LOUNGE 32 20 1 ' aa Manual Vacancy X X 0-10V LOUNGE SPARE 1 20 33 SPARE bb Manual Vacancy 0-10V LOUNGE 0 34 20 1 cc 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE SPARE 1 20 35 SPARE dd 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V HALLWAY + 36 20 1 _ . SPARE 1 ' 20 37 SPARE ee 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE 38 20 1 _ SPARE 1 20 39 SPARE - if Manual Vacancy X 0-10V TYP. FOR DIMMING AREAS. REFER 40 20 1 TO RCP ADDITIONAL INFORMATION. SPARE 1 20 41 SPARE 42 20 1 TYP. FOR DIMMING AREAS. REFER 3,840 PHASE A RECEPT-VA@ per NEC 11,780 TCL VA 13,560 gg Manual Vacancy X X 0-10V Hellmuth, Obata + Kassabaum, Inc. 4,740 PHASE B ' LIGHTS-VA@ 100% - DEMAND VA 11,780 TO RCP ADDITIONAL INFORMATION. 9530 Jefferson Boulevard 4,980 PHASE C MECHANICAL-VA@ 100% - HI-PH CONN.A 41 Culver Cit CA 90232 USA 13,560 TCL KITCHEN-VA@ per NEC 0 DEMAND A 33 X 010V TYP. FOR DIMMING AREAS. REFER hh Manual Vacancyt +1310 838 9555 f +1 310 838 9586 SUB-PANEL-VA@ 100% - TO RCP ADDITIONAL INFORMATION. CONTINUOUS-VA 100% 0 _ ii 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE All jj 6 AM 9 PM Timeclock Manual 1 Hour On Override X X 0-10V OPEN OFFICE 2015product5on&intellectual property rights reserved 0 kk 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE In Association with II 6 AM 9 PM Timeclock Manual 1 Hour On Override 0-10V OPEN OFFICE mm Manual Vacancy 0-10V LOUNGE nn Manual Vacancy 0-101/ LOUNGE 41111111o EQUIPMENT FEEDER SCHEDULE Sysia HENNESSY ELECTRICAL INFO OCP WIRING LOCAL DISCONNECT CONTROLLER GROUP TAG DESCRIPTION AREA SERVED VOLT PHASE HP KW FLA MCA PANEL SIZE POLE SIZE GND COND SIZE POLE FUSE? SIZE TYPE NOTES Amemnercompany ofSHGroup,Inc WH-1 ELECTRIC WATER HEATER - 208 3 - 12 - - M2 45A 3 3#6 1#10 3/4" 60A 3 45A By Manufacturer RP-1 RECIRCULATION PUMP - 120 1 - .5 - - M2 20A 1 2#12 1#12 3/4" 30A 1 - By Manufacturer Syska Hennessy Group, Inc. 330 N.Wabash Ave. EF-1.1 EXHAUST FAN ROOF ABOVE WOMEN'S RESTROOM RM. 117 120 1 - .146 - - M2 20A 1 2#12 1#12 3/4" Manual Motor Starter w/ Thermal Overloads Suite 1505 } EF-1.2 EXHAUST FAN ROOF ABOVE MEN'S RESTROOM RM. 118 120 1 - .095 - - M2 20A 1 2#12 1#12 3/4" Manual Motor Starter w/ Thermal Overloads Chicago, IL 60611 EF-1.3 EXHAUST FAN ROOF ABOVE MEN'S RESTROOM RM. 130 120 1 - .146 - - G 20A 1 2#12 1#12 314" Manual Motor Starter w/Thermal Overloads Tel:312.588.3560 EF-1.4 EXHAUST FAN ROOF ABOVE WOMEN'S RESTROOM RM. 133 120 1 - .194 - - G 20A 1 2#12 1#12 3/4" Manual Motor Starter wl Thermal Overloads Fax:312.588.3579 EF-1.5 EXHAUST FAN ROOF ABOVE LOUNGE 103 120 1 - .095 - M3 20A 1 2#12 1#12 314" Manual Motor Starter wl Thermal Overloads www.syska.com EF-1.6 EXHAUST FAN ROOF ABV. IDF 105 120 1 - .095 - M2 20A 1 2#12 1#12 3/4" Manual Motor Starter w/ Thermal Overloads ACCU-1.1 AIR COOLED CONDENSER CRAC-1.1 208 1 - - - 25 M2 40A 2 2#8 1410 314" 60A 2 40A By Manufacturer NEMA 3R Disc. Sw. ACCU-1.2 AIR COOLED CONDENSER CRAC-1.2 208 1 - - - 25 M2 40A 2 2#8 1#10 3/4" 60A 2 40A By Manufacturer NEMA 3R Disc. Sw. ACCU-1.3 AIR COOLED CONDENSER CRAC-1.3 208 1 - - - 25 M2 40A 2 2#8 1#10 314" 60A 2 40A By Manufacturer NEMA 3R Disc. Sw. Key Plan CRAC-1.1 AIR CONDITIONER MDF 113 208 1 2.64 3.3 M2 30A 2 2#12 1#12 3/4" 30A 2 - By Manufacturer CRAC-1.2 AIR CONDITIONER TRAINING ROOM 144 208 - 1 - - 2.64 3.3 M2 30A 2 2412 1#12 3/4" 30A 2 - By Manufacturer CRAC-1.3 AIR CONDITIONER TRAINING ROOM 145 208 1 - 2.64 3.3 M230A 2 2#12 1#12 3/4" 30A 2 - By Manufacturer RTU-10 NEW ROOF TOP UNIT - 208 3 - - - 41 M2 50A 3 3#8 1#10 3/4" 60A 3 50A By Manufacturer NEMA 3R Disc. Sw. EBB-1.01 ELECTRIC BASEBOARD OPEN OFFICE 111H 208 1 - 2.5 12.0 - M3 20A 2 2410 1#10 314" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-1.02 ELECTRIC BASEBOARD OPEN OFFICE 111H 208 - 1 - 2.5 12.0 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-1.03 ELECTRIC BASEBOARD OPEN OFFICE 111H 208 1 - 2.5 12.0 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-1.04 ELECTRIC BASEBOARD RECEPTION 101 208 1 - 2.5 12.0 - M3 20A 2 2#10 1410 314" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-1.05 ELECTRIC BASEBOARD CONFERENCE 102 208 1 - 2.5 12.0 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-1.06 ELECTRIC BASEBOARD OPEN OFFICE 111A 208 1 - 2.5 12.0 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop_ EBB-1.07 ELECTRIC BASEBOARD OPEN OFFICE 111A 208 1 - 2.5 12.0 - T M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-1.08 ELECTRIC BASEBOARD OPEN OFFICE 111B 208 1 - 2.5 12.0 - M3 20A 2 2#10 1410 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-1.09 ELECTRIC BASEBOARD OPEN OFFICE 111C 208 1 - 2.5 12.0 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop Professional Seals EBB-1.10 ELECTRIC BASEBOARD OPEN OFFICE 111D 208 1 - 2.5 12.0 - M2 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop_ ��"tO PROp . EBB 1.11 ELECTRIC BASEBOARD MENS RESTROOM 130 208 1 - 1 4.8 M2 20A� 2 2#10 1#10 314" 30A 2 By Manufacturer Upsized for Volt Drop f �.� ,IGINES-i i© EBB-1.12 ELECTRIC BASEBOARD MENS LOCKERROOM 131 208 1 - 1 4.8 - M2 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop k, Y EBB-1.13 ELECTRIC BASEBOARD GYM 136 - 208 1 - 2.5 12.0 - M2 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop X39317P 04; EBB-1.14 ELECTRIC BASEBOARD GYM 136 208 1 - 2.5 12.0 - M2 20A 2 2#10 1#10 314" 30A 2 - By Manufacturer Upsized for Volt Drop 001r EBB-1.15 ELECTRIC BASEBOARD GYM 136 208 1 - 2.5 12.0 - M2 20A 2 2#10 1410 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop -a A OREGON ,,, EBB-1.16 ELECTRIC BASEBOARD LARGE CONFERENCE 138 208 1 - 1.5 7.2 - M2 20A 2 2#12 1#12 3/4" 30A 2 - By Manufacturer .. `ti t,08 2d,Q4 / EBB-1.17 ELECTRIC BASEBOARD MAIL ROOM 142 208 1 - 1.5 7.2 - M2 20A 2 2#12 1412 3/4" 30A 2 - By Manufacturer y�, C SAO 7/5-ri? EBB-1.18 ELECTRIC BASEBOARD CSC ROOM 143 208 1 - 1.5 7.2 - M2 20A 2 2#12 1#12 3/4" 30A 2 - By Manufacturer J EBB-1.19 ELECTRIC BASEBOARD JANITOR'S CLOSET 114 208 1 - 1 4.8 - M2 20A 2 2#12 1#12 3/4" 30A 2 - By Manufacturer EXPIRES: 0-13// i-7 EBB-1.20 ELECTRIC BASEBOARD OPEN OFFICE 004A 208 1 - 2.5 12.0 - M2 20A 2 2#12 1412 3/4" 30A 2 - By Manufacturer EBB-1.21 ELECTRIC BASEBOARD OPEN OFFICE 004A 208 1 - 2.5 12.0 - M2 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop No. Description Date EBB-1.22 ELECTRIC BASEBOARD OPEN OFFICE 004A 208 1 - 2.5 12.0 - M2 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop 1 90%REVIEW June 26 2097 2 BID/PERMIT July 06 2017 EBB-1.23 ELECTRIC BASEBOARD HUDDLE 001 208 1 - 1 4.8 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-1.24 ELECTRIC BASEBOARD HUDDLE 003 208 1 - 1 4.8 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-2.01 ELECTRIC BASEBOARD OPEN OFFICE 203 208 1 - 2.5 12.0 - M2 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-2.02 ELECTRIC BASEBOARD OPEN OFFICE 203 208 1 - 2.5 12.0 - M2 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-2.03 ELECTRIC BASEBOARD OPEN OFFICE 203 208 1 - 2.5 12.0 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop - EBB-2.04 ELECTRIC BASEBOARD HUDDLE 201A 208 1 - 1 4,8 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop EBB-2.05 ELECTRIC BASEBOARD HUDDLE 202 208 1 - 1 4.8 - M3 20A 2 2#10 1#10 3/4" 30A 2 - By Manufacturer Upsized for Volt Drop ACT-1.01 WALL MOUNT OPEN OFFICE 004A 208/120 3 1/5 5.6 17.2 - M2 25A 3 4#10 1410 3/4" 30A 3 - By Manufacturer Upsized for Volt Drop ACT-1.02 WALL MOUNT RECEPTION 101 208/120 3 1/5 11.2 32.8 - M3 45A 3 4#8 1#10 3/4" 60A 3 - By Manufacturer ACT-1.03 WALL MOUNT OPEN OFFICE 111D 208/120 3 1/5 5.6 17.2 - M2 25A 3 4#10 1410 3/4" 30A 3 - By Manufacturer Upsized for Volt Drop ACT-1.04 WALL MOUNT VESTIBULE 112B 208/120 3 1/5 5.6 17.2 - M2 25A 3 4#10 1#10 3/4" 30A 3 - By Manufacturer ACT-1.05 WALL MOUNT VESTIBULE 112A 208/120 3 1/5 5.6 17.2 - M2 25A 3 4#10 1#10 3/4" 30A 3 - By Manufacturer ACT-1.06 RECESSED MAIL ROOM 142 208/120 3 1/5 6 21.0 - M2 30A 3 4#10 1#10 314" 30A 3 - By Manufacturer 2 ACT-1.07 RECESSED TRAINING ROOM 144 208/120 3 1/5 6 21.0 - M2 30A 3 4410 1#10 3/4" 30A 3 - By Manufacturer 0 o ACT-1.08 WALL MOUNT HALLWAY 146 208/1205 3 1/5 5.6 17.2 - M2 25A 3 4#10 1#10 3/4" 30A 3 - By Manufacturer E a) 0 GENERAL SCHEDULE NOTES: 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL MECHANICAL EQUIPMENT REQUIREMENTS WITH MECHANICAL AND PLUMBING CONTRACTORS PRIOR TO ROUGH-IN, REFER TO MECHANICAL, PLUMBING, AND FIRE PROTECTION EQUIPMENT SCHEDULES rn cri FOR ADDITIONAL INFORMATION. U..1 2. ALL DISCONNECT SWITCHES SHALL BE LOCKABLE NON-DEFEATABLE BLADE TYPE. ROTARY TYPE DISCONNECTS ARE NOT SUITABLE FOR EQUIPMENT ISOLATION. J n 3. DISCONNECT SWITCHES SHALL BE MOUNTED AS CLOSE AS POSSIBLE TO LOAD. THE DISTANCE BETWEEN SWITCH AND LOAD MUST NOT EXCEED 25'. FINAL LOCATION OF DISCONNECT o SHALL BE SHOWN ON CONTRACTOR SHOP DRAWINGS AND COORDINATED IN FIELD PRIOR TO INSTALLATION. U co N O [D LIGHTING FIXTURE SCHEDULE AS SPECIFIED BY ARCHITECT 1- MARK FIXTURE VOLT. INPUT LAMP MOUNTING MANUFACTURER REMARKS W 1.1 TYPE WATTS TYPE TYPE NAME _ SERIES NO. 2 co A ^2'X4' MVOLT 61W LED RECESSED LITHONIA 2AVL rn U B 6" OPEN LED DOWNLIGHT 120V 56W LED RECESSED LITHONIA LD N6 0 0 0 it) C LED PENDANT 120V 36W LED CABLE MOUNT FOCAL POINT FSDL-22-CX-3000L-35K-1C-120-LD1-U-WH 10%V DIMMING Y_ D LED-LINEAR 120V 50W LED SUSPENDED FOCAL POINT FSM2LS-FL-625LF-35K-1C-120-LD1-GI-WH 10% ELV DIMMING LU Project lz E LED STRIP LIGHT 120V 3W/FT LED SURFACE WAC INVISILED LED-T24-21N-WT No: ZHK35000 ILI 2 Sheet Title 0 F 4'LINEAR 120V 33W LED SUSPENDED FOCAL POINT FSM2LS-FL-625LF-35K-1C-120-LD1-G1-WH 10% ELV DIMMING SCHEDULES 0_ G LED-LINEAR 120V 21W LED RECESSED FOCAL POINT FSM4ILP-FL-375LF-35K-1C-120-LD1-G1-WF 10% ELV DIMMING H LED-LINEAR 120V 42W LED WALL MOUNTED FOCAL POINT FV4LW-FL-625LF-35K-1C-120-WM-WH-8 co co co X EXIT SIGNS 120V 5W LED SURFACE ISOLITE PG SERIES OR APPROVED EQUAL TO MATCH BUILDING EXISTING. T T r` **ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR TRIM TYPES,COORDINATE WITH REFLECTED CEILING PLANS** Original drawing is 42 x 30. Do not scale contents of this drawing. CS N Sheet Number CO a E 6 0 2 a) 0 ci REFERENCE ONLY NOT APPROVED WITH THIS PER'- 1 ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES SHEET INDEX -A- MAX MAXIMUM ANNOTATION 16 PLUG SAFETY 1. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS. EXACT NO. TITLE SCALE ABAN ABANDON MECH MECHANICAL _ LOCATION SHALL BE COORDINATED WITH ALL TRADES, THE STRUCTURAL DRAWINGS, P001 PLUMBING COVER SHEET NONE ACS DR ACCESS DOOR MED MEDIUMTITLE MARK DETAIL PRESSURE ARCHITECTURAL DRAWINGS, AND/OR GENERAL CONTRACTOR AND CONSTRUCTION MANAGER. TITLE OR PLAN N0 - 1 IA REDUCING FOUND IN P-201 P002 SPECIFICATIONS NONE AFF ABOVE FINISHED FLOOR MER MECHANICAL EQUIPMENT ROOM P-201 SCALE: NTS . 2. LOCATION AND SIZES OF EXISTING PIPING ARE APPROXIMATE. VERIFY THE LOCATIONS AND SIZES P003 SCHEDULES NONE AG AIR GAP MFR MANUFACTURER 44 RELIEF VALVE OF EXISTING PIPING IN THE FIELD. IF ANY DISCREPANCIES OCCUR WITH THE CONTRACT DRAWINGS, P201-A PLUMBING PLAN -AREA A 1/8" - 1'-0" NOTIFY THE ARCHITECT AND/OR THE ENGINEER PRIOR TO COMMENCEMENT OF NEW WORK. • Skt AHJ AUTHORITY HAVING JURISDICTION MGCV MASTER GAS CONTROL VALVE ' DETAIL REFERENCE SEISMIC GAS P201-B PLUMBING PLAN -AREA B 118" - I-0" AMERICAN NATIONAL STANDARDS MIN MINIMUM OR MINUTE .1 DETAIL NO. - 1 ® r A rc M E R S ANSI INSTITUTE 50 FOUND IN P-501 CONTROL VALVE 3. ALL EXPOSED PIPING PENETRATIONS THROUGH WALLS OR CEILINGS SHALL BE PROVIDED WITH P501 DETAILS NONE AP ACCESS PANEL MS MOP SINK --- SOLENOID VALVE APPROPRIATE FIRE RETARDANT SEALANT AND ESCUTCHEONS. P601 RISER DIAGRAM NONE INSURANCE MIGHT MOUNTING HEIGHT SECTION MARK ASME AMERICAN SOCIETY OF -N- AlkSECTION N0.- 1 4. SEAL OPENINGS AROUND PLUMBING WORK AND PIPING THROUGH PARTITIONS, WALLS AND FLOORS MECHANICAL ENGINEERS P-501 FOUND IN P-501VALVE IN VERTICAL (NOT IN SHAFTS) WITH NON-COMBUSTIBLE MATERIAL AND ESCUTCHEONS. AMERICAN SOCIETY OF SANITARY NC NORMALLY CLOSED (DROP) ASSE 5. SUBMISSION OF A PROPOSAL SHALL BE EVIDENCE THAT A CAREFUL EXAMINATION OF THE SITE, ENGINEERS NATIONAL ELECTRICAL 0Project NEMA SHEET KEYNOTE VALVE IN VERTICAL DRAWINGS & SPECIFICATIONS HAVE BEEN MADE AND THE CONTRACTOR IS FAMILIAR WITH THOSE '� ASTM AMERICAN SOCIETY FOR TESTING MANUFACTURERS ASSOCIATION �_ ITEMS AND AREAS THAT WILL PRESENT DIFFICULTY TO THE PERFORMANCE OF THIS CONTRACT. FARMERS H I LLS BORO & MATERIALS NIC NOT IN CONTRACT (RISE) REVISION CLOUD LATER CLAIMS SHALL NOT BE MADE FOR LABOR, EQUIPMENT, ETC. NECESSARY TO COMPLETE ALL OFFICE RELOCATION e AW ACID WASTE NO NORMALLY OPEN, NUMBER (DELTA 1) D4-3 VALVED AND CAPPED WORK AS A RESULT OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN. AWWA AMERICAN WATER WORKS NP NON-POTABLE WATER -- OUTLET A. CONTRACTOR TO VERIFY THE EXISTING CONDITIONS BEFORE CONSTRUCTION; CONFIRMING Prepared For ASSOCIATION ,- -- 2 DETAIL SIZES AND LOCATIONS OF ALL EXISTING PIPING PRIOR TO START OF WORK. NTS NOT TO SCALE BOUNDARY B MISCELLANEOUS B. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE FARM ERS INSURANCE -B- -0- —--i P-201 DETAIL NO. -2 CONTRACTOR AT THE SITE BEFORE PROCEEDING WITH ANY WORK. TIGARD, OR BFF BELOW FINISHED FLOOR 1---- BFP BACK FLOW OC ON CENTER EQUIPMENT TAG; C. PRIOR TO STARTING DEMOLITION, DETERMINE LOCATIONS AND EXISTING CONDITIONS. PREVENTER Contract No: 16.24752.00 BFP BACKFLOW PREVENTOR AC DESIGNATION AC, -._- __.__.®�__._......_...� OD OUTSIDE DIAMETER .---- BLDG BUILDING DESIGNATION HOSE BIBB 6. THIS CONTRACTOR SHALL PAY FEES, GIVE NOTICE, FILE NECESSARY DRAWINGS AND OBTAIN ORD OVERFLOW ROOF DRAIN ® PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH WORK UNDER THIS BLW BELOW I UNDERGROUND NUMBER 1-1 - - CONTRACT AND COMPLY WITH LOCAL LAWS AND ORDINANCES. BLWDN BLOWDOWN OS&Y OPEN STEM AND YOKE POINT OF — © METER OSHA OCCUPATIONAL SAFETY AND S CONNECTION - - 7. PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR A BMS BUILDING MANAGEMENT SYSTEM HEALTH ACT _ F COMPLETE AND SAFE INSTALLATION OF MECHANICAL IN FULL CONFORMITY WITH REQUIREMENTS OF -C- POINT OF TP TRAP PRIMER _P_ Q M ALL AUTHORITIES HAVING JURISDICTION; ALL AS INDICATED ON DRAWINGS AND/OR HEREIN DISCONNECTION SPECIFIED FOR THE SYSTEMS INCLUDED. WORK SHALL BE INSTALLED IN A NEAT, WORKMANLIKE - + Pi CAP CAPACITY PIV POST INDICATOR VALVE � WALL HYDRANT CFM CUBIC FEET PER MINUTE PLUMBING LINES MANNER. INCLUDE ALL COSTS FOR PERMITS, LICENSES, CERTIFICATES, FILING AND INSPECTIONS PLBG PLUMBING REQUIRED BY AUTHORITIES HAVING JURISDICTION. CL CENTER LINE PLD PLENUM DRAIN WHA- w WATER HAMMER NEW PIPING - ARRESTOR 8. UNDER NO CIRCUMSTANCES WILL THIS CONTRACTOR, OR HIS WORKMEN, BE PERMITTED TO USE CLG CEILING POS POSITIVE ._. _ V VACUUM BREAKER ANY PART OF THE BUILDING AS A SHOP EXCEPT PARTS AS DESIGNATED FOR SUCH USE. Heilmuth, Obata + Kassabaum, Inc. CO CLEANOUT PSI POUNDS PER SQUARE INCH (E) EXISTING TO REMAIN � 9530 Jefferson Boulevard COND CONDENSATE -R_ _____.___ .__.__..-..__.__-- i 9. ALL EXISTING WATER PIPING WITHIN FIVE (5) FT. OF NEW CONNECTIONS SHALL BE PROVIDED WITH Culver City, CA 90232 USA CONN CONNECT, CONNECTION R RISE (D) , EXISTING TO BE FITTINGS NEW INSULATION. t +1 310 838 9555 f +1 310 838 9586 I DEMOLISHED - -- COORD COORDINATE RD ROOF DRAIN _� UNDERGROUND 1 f� CLEANOUT 10. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL ADDITIONAL INFORMATION. so reproduction&intellectual property rights reserved CU FT CUBIC FEET REC RECESSED - (BLW) - BELOW in Association with CU IN CUBIC INCH REFR REFRIGERATION _ _ o ' CLEANOUT TO GRADE 11. STORE MATERIALS IN DESIGNATED SPACES. COLD WATER CV CHECK VALVE REM REMOVABLE 12. UNNECESSARY NOISE SHALL BE AVOIDED AT ALL TIMES AND NECESSARY NOISE SHALL BE REDUCED CW COLD WATER READ REQUIRED __ __ HOT WATER c-- ELBOW DOWN TOA MINIMUM. ill -D- REV REVISED, REVISION - - ELBOW DOWN TO 13. ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF DEG DEGREE RM ROOM --- HOT WATER RETURN - - TEE THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE CONSTRUCTION - DOCUMENTS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL aeouP DEMO DEMOLITION RO REVERSE OSMOSIS I..__ _._ .._....____._._ —0 ELBOW UP INFORM THE OWNER, PRIOR TO SUBMITTING A PROPOSAL OF ANY WORK OR MATERIALS WHICH Amember company ofSHGroup Inc DF DRINKING FOUNTAIN V VENT Syska Hennessy Group,Inc. RPM REVOLUTIONS PER MINUTE i 1 VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR __.._......__....___ _ T i 330 N.Wabash Ave. DIA DIAMETER RR ROOF RECEPTOR C END CAP CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR. Suite 1505 VALVES Chicago, IL 60611 DN DOWN -5_ 14. REMOVAL OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE OF THE Tel:312.588.3560 DOM DOMESTIC -co Fax:31z.5aa.3579 S SOIL AUTOMATIC AIR VENT P-TRAP GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS. www.syska.com _ _..__ THE CONTRACTOR SHALL SURVEY THE SITE AND INCLUDE ALL CHANGES IN MAKING UP WORK DR DRAIN SA SHOCK ABSORBER DWG DRAWING SAN SANITARY ILII BACK WATER VALVE TEE DOWN PROPOSAL. DWH DOMESTIC WATER HEATER SCP SCUPPER TEE SIDE OUTLET 15. DISCONNECT, REMOVE AND/OR RELOCATE EXISTING MATERIAL, EQUIPMENT, AND OTHER WORK AS Key Plan _E_ SD STORM DRAIN Eoi BALANCING VALVE DOWN NOTED OR REQUIRED FOR PROPER INSTALLATION OF SYSTEM. (E)/EX EXISTING TO REMAIN SE SEWAGE EJECTOR 101 BALL VALVE _6_ TEE SIDE OUTLET UP 16. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED DURING CONSTRUCTION TO THEIR EJ EJECTOR SED SEWAGE EJECTOR DISCHARGE ORIGINAL STATE. -1- _.._.___ . -0- TEE UP EL ELEVATION SK SINK 1s1 i BUTTERFLY VALVE 17. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF THE BUILDING, EQ EQUAL SMP SUMP PUMP -III- UNION EXTERIOR SPACES AND ADJACENT STREETS, SIDEWALKS AND PAVEMENTS, FREE FROM MATERIAL EQUIP EQUIPMENT SMPD SUMP PUMP DISCHARGE N CHECK VALVE AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE EWC ELECTRIC WATER COOLER __IL VENT THROUGH PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. SQ FT SQUARE FEET EWH ELECTRIC WATER HEATER SPEC SPECIFICATION tRI DIAPHRAGM VALVE ROOF EWS EYEWASH STATION SS STAINLESS STEEL DRAIN VALVE DRAINS Professional Seals st U PROF�s -F- STD STANDARD __.._.....__ "v.' at 1Ee4r0 F FAHRENHEIT STRUC STRUCTURAL pir FLOAT VALVE ... E FCO FLOOR CLEANOUT _T_ ,; , FD FLOOR DRAIN T&P TEMPERATURE AND PRESSURE pa FUSIBLE LINK iii FLOOR DRAIN A. " 4 GON ' t ,tom �o �� FF EL FINISH FLOOR ELEVATION VALVE VALVE . _ .......__ .._. .m _ -14//Et 0 8 FLOOR SINK FLR FLOOR TD TRENCH DRAIN D4 GATE VALVE c/set/a TDH TOTAL DYNAMIC HEAD FLOOR SINK W/HALF FT FEET I FOOT No. Description Date TEMP TEMPERATURE 1:01GLOBE VALVE GRATE _w-..._..- -__...__ 1 90%REVIEW June 26 2097 -G- -- 2 BID/PERMIT July 062017 G GAS TP TRAP PRIMER I MASTER GAS 0 ROOF DRAIN GAL GALLON TS TAMPER SWITCH CONTROL VALVE ROOF DRAIN • GALV GALVANIZED TYP TYPICAL MOTORIZED BALL 0 OVERFLOW ITI GC GENERAL CONTRACTOR -U- VALVE © ROOF RECEPTOR GPF GALLONS PER FLUSH UGND UNDERGROUND GPH ` OS&Y GATE VALVE . _._._____._________-_._ PH GALLONS PER HOUR UL UNDERWRITERS LABORATORY ._ GPM GALLONS PER MINUTE UR URINAL Q TO PLUG VALVE c�' GR FL GROUND FLOOR -V- - a GWH GAS WATER HEATER V VENT VB VACUUM BREAKER Lu -H- Lu co HD HUB DRAIN VEL VELOCITY Lu HDC HANDICAPPED VIF VERIFY IN FIELD o 0 HLAV HANDICAPPED LAVATORY VOL VOLUME zHORIZ HORIZONTAL VOV VALVE ON VERTICAL Ed HTR HEATER VTR VENT THROUGH ROOF HEATING, VENTILATION, &AIR -W- o HVAC CONDITIONING W WIDTH OR WASTE a U) HW HOT WATER W/ WITH Lu HWCP HOT WATER CIRCULATION PUMP W/O WITHOUT co o HWP HOT WATER PUMP WC WATER CLOSET o CD -1- WCO WALL CLEANOUT CD ID INSIDE DIMENSION WFS WATER FLOW SWITCH IE INVERT ELEVATION WATER HAMMER ARRESTOR Project 0_1 IN INCH WHA-A (LETTER INDICATES P.D.I. SIZE) No: ZHK35000 in m -J- WM WATER METER Sheet Title 0 = JC JANITORS CLOSET WT WEIGHT PLUMBING COVER U a- -K- WTR WATER SHEET 2 a_ W KW KILOWATT WP WORKING WATER PRESSURE co. CNI 617 r` LAV LAVATORYg T Orf Ina!drawing is 42 x 30. Do not scale contents ofthis drawing. LBS POUND(S) Sheet Number co c. LPD LITERS PER DAY P001 o -M- a REFERENCE ONLY NOT APPROVED WITH THIS PERM/ 1.00 GENERAL SHALL BE CLEANED AND RESTORED TO ITS ORIGINAL C. WATER PIPING SERVING PLUMBING FIXTURES SHALL NOT DOUBLE NUTS. PROVIDE GALVANIZED METAL B. VACUUM BREAKERS: INCORPORATING CELLULOSE FILTER SHEET AND 1.01 GENERAL REQUIREMENTS CONDITION. OBTAIN APPROVAL OF BUILDING BE REMOVED UNTIL NEW PIPING IS INSTALLED AND PROTECTION SHIELDS ON INSULATED PIPING. 1. NON CONTINUOUS PRESSURE USE AND WITH NO ACTIVATED CARBON, 5 MICRON FILTRATION, UNDER A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, MANAGEMENT PRIOR TO INSPECTION, SHUTDOWN, CONNECTED TO THE EXISTING SOURCE OF SUPPLY. INSTALL HANGERS OVER INSULATION AND SHIELDS. BACK PRESSURE. COUNTER TYPE. PROVIDE TWO DOZEN SPARE s.} INCLUDING DIVISION 1 SPECIFICATION SECTIONS,APPLY COMMENCING WORK AND TESTING. 9. WHERE OVERHEAD CONSTRUCTION DOES NOT a. CAST BRASS BODY, WITH FULL SIZE ORIFICE. REPLACEMENT CARTRIDGES. Fi z7 T M L I TO THIS SECTION. E. PROVIDE WORKMANSHIP OF HIGHEST QUALITY. 2.00 PRODUCTS PERMIT FASTENING HANGER RODS IN REQUIRED b. CONFORMING TO ASSE STANDARD NO. 1011. E. PROVIDE ON WATER SUPPLY TO ICE MAKERS, COFFEE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2.01 BASE BID MANUFACTURERS LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING c. ATMOSPHERIC TYPE, EQUAL TO CONVRACO MAKERS, AND WATER DISPENSERS: MAXIMUM 1.02 PRINCIPAL WORK IN THIS SECTION REQUIREMENTS OF THE CURRENT STATE AND LOCAL A. THE FOLLOWING IS A LIST OF ACCEPTABLE BASE BID AS REQUIRED AND REVIEWED. 'APOLLO' MODEL AVB1 LF. TEMPERATURE 100°F, MAXIMUM PRESSURE 125 PSI, A. GENERAL ITEMS. BUILDING CODES. MANUFACTURERS: E. ACCESS DOORS: C. DRAINS: FLOW RATE 2 GPM. CUNO 'AQUA PURE' NO.AP200. B. PIPING, FITTINGS AND VALVES. F. PROVIDE ONE YEAR GUARANTEE AGAINST DEFECTIVE 1. STAINLESS STEEL SINKS: REFER TO PLUMBING 1. 12 INCH X 12 INCH NO. 4 FINISH STAINLESS STEEL 1. RECESSED GRATE DRAINS: C. PLUMBING EQUIPMENT. WORKMANSHIP AND MATERIAL. DRAWINGS. FLUSH TYPE, LOCATE AND SET AFTER REVIEW. a. CAST IRON RECESSED GRATE DRAIN WITH CAST 2.09 WATER HEATERS Project D. INSULATION G. MATERIAL FOR PLUMBING WORK SHALL BE NEW AND 2. BRASSWARE TRIM: DICK BROS., CHICAGO FAUCET STEEL DOOR AND FRAME WITH FLANGE, CONCEALED BRASS P TRAP. ZURN MODEL Z-415-I AND SEE SCHEDULE ON DRAWING P0-03. E. PLUMBING FIXTURES. BEST OF ITS KIND. CO., MCGUIRE, JAMCO, AND BRASSCRAFT. HINGES AND SCREWDRIVER OPERATED STAINLESS AUXILIARY TRAP PRIMER INLET FITTING. 3.00 EXECUTION FARMERS H I LLSBORO F. TESTING, FILING AND FEES. H. LOCATE PIPING SUCH THAT NONE PASSES THROUGH 3. FAUCETS: REFER TO PLUMBING DRAWINGS. STEEL CAM LOCK. KARP STYLE DSC 214M OR b. CHROME PLATED WHERE EXPOSED IN FINISHED 3.01 INSTALLATION G. CADD RECORD DRAWINGS. ELECTRICAL OR TELEPHONE ROOMS. SHOULD THIS NOT 4. BALL AND CHECK VALVES (INSIDE): COMBRACO KRP-150-FR IN FIRE RATED CONSTRUCTION. AREAS. F. DURING THE COURSE OF CONSTRUCTION, COVER OFFICE RELOCATION BE POSSIBLE, PIPING PASSING OVER ELECTRICAL OR "APOLLO," STOCKHAM VALVES AND FITTINGS, F, LABELING: B. TRAP PRIMERS: EXPOSED FITTINGS WITH BURLAP AND COVER PLUMBING 1.03 SUBMITTALS TELEPHONE ROOMS SHALL BE PROVIDED WITH DRIP WALWORTH CO., CRANE CO., WM. POWEL VALVE CO., 1. PROVIDE ON ALL PIPING, 10 FEET ON CENTERS, A. CONCEALED AUTOMATIC TRAP PRIMER. EQUAL TO MIFAB FIXTURES WITH PROTECTIVE HOUSINGS. UNCOVER AND A. PROVIDE FOUR (4) COPIES OF SUBMITTAL MATERIAL PANS, TO DISCHARGE INTO AN APPROVED RECEPTOR. NIBCO (USA), AND MILWAUKEE VALVE CO. INDICATING SYSTEM AND DIRECTION OF FLOW. MI-100. THOROUGHLY CLEAN FIXTURES AND FITTINGS WHEN Prepared For B. IF THIS CONTRACTOR SUBMITS SHOP DRAWINGS OF I. COMPLY WITH BUILDING STANDARDS. 5. BACKFLOW PREVENTERS: WATTS REGULATOR CO., G. DISSIMILAR METALS: B. CLEANOUTS: DIRECTED AND LEAVE FIXTURES IN PERFECT CONDITION SPECIFIED ITEMS AS LISTED IN THIS SPECIFICATION, THEN CLA-VAL CO., HERSEY PRODUCTS, INC., AND WILKINS. 1. PROVIDE BRASS OR COPPER WATER PIPING 1. PROVIDE CAST BRONZE CLEANOUTS IN ACCORDANCE AT COMPLETION OF PROJECT. FIXTURES THAT ARE NOT IN FARMERS INSURANCE THE SHOP DRAWINGS SHALL BE SUBMITTED FOR RECORD 1.05 SCOPE OF WORK 6. INSULATION: JOHNS MANVILLE, CERTAINTEED, KNAUF CONNECTED TO GALVANIZED PIPE AND FOR ANY WITH ANSI A112.36.2. FULL SIZE UP TO 4 INCH AND AT PERFECT CONDITION SHALL BE REPLACED BY THIS ONLY. A. PROVIDE REQUIRED LABOR, MATERIALS, EQUIPMENT AND INSULATION. OTHER DISSIMILAR METALS WITH DIELECTRIC LEAST HALF SIZE FOR LARGER PIPES WITH 4 INCH CONTRACTOR WITHOUT ADDITIONAL COST TO THE TIGARD, OR C. IF THIS CONTRACTOR ELECTS TO USE MANUFACTURERS CONTRACTOR'S SERVICES NECESSARY FOR A COMPLETE FITTINGS. MINIMUM. OWNER. OTHER THAN THOSE LISTED IN THIS SPECIFICATION, THE SAFE INSTALLATION OF WORK IN FULL CONFORMITY WITH 2.02 GENERAL ITEMS H. DRIP PANS: 2. LOCATE AT CHANGE IN DIRECTION OF MORE THAN 1. LAG PLUMBING FIXTURE CARRIER BASE PLATES OR Contract No: 16.24752.00 FOLLOWING IS REQUIRED: THE REQUIREMENTS OF AUTHORITIES HAVING A. ESCUTCHEONS: PROVIDE EXPOSED PIPING BOTH BARE 1. PROVIDE UNDER TANK TYPE WATER HEATER AS 450F AT BASE OF STACKS AND WHERE INDICATED ON FEET TO SLAB WITH LEAD EXPANSION SHIELDS AND 1. BEFORE COMMENCING WORK, THE CONTRACTOR JURISDICTION, AS INDICATED ON THE DRAWINGS AND/OR AND COVERED, WITH CP CAST BRASS ESCUTCHEONS SHOWN ON PLAN. PAN SHALL BE REINFORCED, DRAWINGS. INSERT BOLTS IN ALL BOLT HOLES. SHALL SUBMIT A LIST OF MANUFACTURE HEREIN SPECIFIED, INCLUDING THE FOLLOWING: WITH SET SCREWS ON BOTH SIDES WHERE PASSING PROPERLY SUPPORTED AND MADE WATER TIGHT. 3. PIPING IN OR BEHIND WALLS AND PARTITIONS 2. SEAL ALL SPACES BETWEEN FIXTURES, AND WALLS SUBSTITUTIONS, FOR REVIEW AND ACCEPTANCE. 1. SANITARY DRAINAGE AND VENT SYSTEM, INCLUDING THROUGH CEILINGS, WALLS OR PARTITIONS. PROVIDE ENCLOSED TYPE FOR PRESSURE PIPING. EXTEND OUT TO FINISH WALL AND PROVIDE CAST OR FLOORS, WITH A NON YELLOWING OR SHRINKING SUBSTITUTION WILL NOT BE ACCEPTED AT ANY CONNECTIONS TO EXISTING PIPING, PLUMBING B. VALVE TAGS AND CHARTS: PROVIDE 2 INCH SQUARE, 18 EXTEND 1" DRAIN PIPE TO SPILL TO SERVICE SINK OR BRONZE PLUGS WITH SATIN FINISH CHROME PLATED FLEXIBLE WATER SEALANT. OTHER TIME. FIXTURES AND EQUIPMENT. GAUGE ALUMINUM WITH STAMPED NUMBERED TAGS, FILL NEAREST FLOOR DRAIN AS DIRECTED OR INDICATED. BRASS, NICKEL BRONZE OR STAINLESS STEEL WALL 2. AFTER VERIFYING ALL FIELD CONDITIONS THIS 2. DOMESTIC WATER SUPPLY SYSTEM, INCLUDING IN WITH BLACK PAINT. PROVIDE ON CONTROL VALVES 2. PAN CONSTRUCTION SHALL BE STAINLESS STEEL. PLATES, EQUAL TO J. R. SMITH NO. 4532 IN FINISHED 3.02 TESTS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR CONNECTIONS TO EXISTING PIPING, VALVES, EXCEPT THOSE CONTROLLING A SINGLE FIXTURE AND 3. INDIRECT WASTE PIPING SHALL BE TYPE"L"COPPER AREAS, 1N UNFINISHED AREAS LESS WALL PLATE. A. TEST SYSTEMS AS REQUIRED BY BUILDING CODE. 0 REVIEW AND APPROVAL. PLUMBING FIXTURES AND EQUIPMENT. LOCATED ADJACENT TO FIXTURES. FASTEN WITH BRASS TUBING. B. PLUMBING FIXTURE ROUGHING, UNDERGROUND PIPING, 3. AT THE TIME OF EACH SUBMISSION, THIS 3. PLUMBING FIXTURES. HOOKS. PROVIDE FRAMED CHART LISTING OPERATION, 2.06 INSULATION PIPING IN FLOOR CONSTRUCTION OR PIPE CHASE WALLS, CONTRACTOR IS TO IDENTIFY ANY DEVIATION BY 4. INSULATION LOCATION AND PURPOSE OF VALVES. COORDINATE WITH 2.03 PIPING AND FITTINGS A. INSULATE WATER PIPING, VALVES WITH 4 LBS. DENSITY SHALL BE INSTALLED AND TESTED BEFORE + g 'CLOUDING' ON SHOP DRAWINGS. 5. CORE DRILLING, ROUGH CUTTING AND PATCHING. EXISTING BUILDING VALVE CHART. A. SANITARY DRAINAGE AND VENT PIPING: FIBERGLASS ONE PIECE MOLDED SECTIONAL PIPE CONCEALMENT. D. SUBMIT CATALOG DATA AND ILLUSTRATIONS OF THE 6. SHOP DRAWINGS. C. SLEEVES: PROVIDE NO. 18 USSG GALVANIZED STEEL 1. SERVICE WEIGHT CAST IRON NO-HUB WITH 24 GAUGE, COVERING. MAXIMUM K FACTOR: 0 23 AT 750F MEAN. C. TEST EQUIPMENT CONTROLS FOR PROPER FOLLOWING FIXTURE AND EQUIPMENT, THEIR SIZES, 7. TESTING, FILING AND FEES. SLEEVES EXTENDED THROUGH CONSTRUCTION IN 304 STAINLESS STEEL COUPLINGS WITH NEOPRENE B. FIRE RETARDANT ALL SERVICE JACKET ON PIPE PERFORMANCE AND MAKE NECESSARY ADJUSTMENTS IN MATERIAL, ROUGH-IN DIMENSIONS, UTILITY SIZES, 8. CADD RECORD DRAWINGS CEILINGS, WALLS AND PARTITIONS. FOR INSULATED GASKETS, RATED FOR 15 PSI AND REQUIRING A INSULATION. MAXIMUM FLAMESPREAD AND SMOKE THE PRESENCE OF A FACTORY-AUTHORIZED ELECTRICAL REQUIREMENTS, TRIM AND FINISHES. 9. DISINFECTION OF DOMESTIC WATER SYSTEM. PIPING, SIZED TO ALLOW INSULATION TO PASS THROUGH MINIMUM OF 100 INCH/LBS. OF TORQUE OR RATING 25/50. REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER. 1. SLEEVES 10.CONTROL AND ALARM WIRING. SLEEVE. PROVIDE 1/2 INCH SPACE BETWEEN PIPE GALVANIZED STEEL PIPE WITH GALVANIZED C. VALVES AND FITTINGS: PREMOLDED FIBERGLASS HellmutlT, Obata + Kassabaum, Inc. 2. ACCESS DOORS. 11.DRIP PANS. AND/OR INSULATION AND SLEEVE. FIREPROOF BY THREADED CAST IRON DRAINAGE FITTINGS, WITH FITTINGS OR RADIAL MITERED SEGMENTS OF PIPE 3.03 DISINFECTION 3. VALVES. B. THE RUN AND ARRANGEMENT OF PIPES SHALL BE SEALING ALL SLEEVES IN ACCORDANCE WITH BUILDING GALVANIZED THREADED MALLEABLE IRON VENT INSULATION TAPED ON, OR SEALED WITH, INSULATING A. DISINFECT DOMESTIC WATER PIPING SYSTEMS AS 9530 Jefferson Boulevard 4. HANGERS AND SUPPORTS. APPROXIMATELY AS SHOWN ON THE DRAWINGS. ADJUST CODE AND FIRE DEPARTMENT REQUIREMENTS. SLEEVES FITTINGS. CEMENT, FIBERGLASS REINFORCING CLOTH, AND MASTIC. REQUIRED BY BUILDING CODE. Culver City, CA 90232 USA 5. PIPE, FITTINGS AND JOINTS. LOCATION OF RUNS, IF REQUIRED, DUE TO EQUAL TO F&W MFG. CORP. FIG. NO. 202. 2. EXPOSED WASTE PIPING AT PLUMBING FIXTURES VAPOR SEAL INSULATION ON COLD WATER PIPING t +1 310 838 9555 f +1 310 838 9586 6. TRAP PRIMERS. INTERFERENCE WITH STRUCTURE OR OTHER TRADES D. HANGER AND PIPING SUPPORTS SHALL BE CHROME PLATED. VALVES AND FITTING. THICKNESS SAME AS REQUIRED ON 7. CLEANOUTS. AND UNNECESSARY CUTTING OF FLOORS AND WALLS. 1. SUPPORT MATERIALS: COPPER OR INSULATED B. WATER PIPING: PIPING. 8. INSULATION. INSTALLATION SHALL BE AS STRAIGHT AND DIRECT AS GALVANIZED FOR COPPER PIPING AND GALVANIZED 1. BRASS PIPE WITH THREADED CAST BRASS FITTINGS D. COLD WATER PIPING: 1 INCH THICK FIBERGLASS All reproduction&intellectual property rights reserved CD 9. PLUMBING FIXTURES, TRIM, TRAPS, ETC. POSSIBLE, EVENLY SPACED, FORMING RIGHT ANGLES OR FOR STEEL PIPING. OR TYPE 'L"COPPER TUBING WITH WROUGHT SECTIONAL PIPE COVERING WITH VAPOR BARRIER 2015 10.WATER FILTERS. PARALLEL LINE WITH BUILDING WALLS AND OTHER PIPES. 2. SUPPORT PIPING AT DISTANCES AS REQUIRED BY COPPER OR CAST BRONZE FITTINGS WITH 95-5 JACKET. NO STAPLES PERMITTED. In Association with 11.SOLDER. RISERS SHALL BE ERECTED PLUMB AND TRUE. CODE. SOLDERED JOINTS. E. HOT WATER PIPING: 1 INCH FIBERGLASS SECTIONAL PIPE 12.BACKFLOW PREVENTERS. 3. ALL PIPING SHALL BE INDEPENDENTLY SUPPORTED 2. EXPOSED WATER PIPING AT PLUMBING FIXTURES COVERING. 13.FUNNEL DRAINS 1.06 WARRANTY FROM STRUCTURE. PIPE SUPPORTED FROM PIPE, SHALL BE CHROME PLATED. F. PROVIDE SWEATPROOFING ON DRAINAGE PIPING, AS 14.WATER HEATERS A. PROVIDE ONE-YEAR WARRANTY AGAINST DEFECTIVE CHAIN, STRAP, PERFORATED BAR, OR WIRE HANGERS NOTED, FOR INSULATION ON COLD WATER PIPING, USING WORKMANSHIP AND MATERIALS. ARE NOT PERMITTED. 2.04 VALVES THE NEXT LARGER DIAMETER COVERING OVER HUBS FOR41111111111 1.04 QUALITY ASSURANCE 1.08 WORK NOT INCLUDED 4. PIPING 2 INCHES OR LESS PROVIDE ELECTROPLATED A. SHUT-OFF VALVES BRONZE BODY BALL VALVE WITH HORIZONTAL STORM WATER DRAINS AND DRAINAGE A. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL A. FINISHED PATCHING AND PAINTING. SOLID BAND HANGERS, HILTI ADJUSTABLE SWIVEL STAINLESS STEEL BALL AND STEM, VIRGIN TFE SEATS PIPING FROM ICE MAKER FLOOR DRAINS, PROVIDE ARRANGEMENT OF PIPING. PROVIDE NECESSARY B. TOILET ROOM ACCESSORIES, INCLUDING MEDICINE RING LH. AND SEALS, 600 PSI W.O.G., THREADED ENDS, EQUAL TO BETWEEN FIXTURE AND STACK. SYSKA HENNESSY SUPPORTS, PIPE, FITTINGS AND VALVES THAT ARE CABINETS, MIRRORS, GRAB BARS, ETC. 5. FOR HORIZONTAL PIPING 3 INCHES AND LARGER, COMBRACO 'APOLLO' 7OLF-100 SERIES, SOLDER JOINT GROUP REQUIRED FOR COORDINATION OF THIS WORK WITH C. ACCESS DOORS INSTALLATION. PROVIDE GALVANIZED "CLEVIS" HANGERS, HILTI ENDS, EQUAL TO COMBRACO 'APOLLO' 7OLF-200 SERIES. 2.07 PLUMBING FIXTURES: OTHER TRADES AND THE EXISTING STRUCTURE. D. ELECTRICAL POWER. SDC-EG. B. CHECK VALVES: BRONZE SWING TYPE, 125 PSI WSP, A. REFERENCE STANDARDS. Amember company ofSI Group,Inc B. VERIFY SIZES AND LOCATIONS OF EXISTING PIPING TO BE 6. SUPPORT HORIZONTAL BRANCH PIPING IN PIPE THREADED ENDS, EQUAL TO CONBRACO'APOLLO' MODEL 1. AMERICAN NATIONAL STANDARDS INSTITUTE: A117.1 Syska Hennessy Group,Inc. CONNECTED TO PRIOR TO START OF WORK. 1.09 PHASING CHASES FROM WALL BRACKETS SUPPORTED FROM 161TLF. SOLDER JOINT ENDS, EQUAL TO CONBRACO "SPECIFICATIONS FOR MAKING BUILDINGS AND 330 N.Wabash Ave. C. CAREFULLY EXAMINE EXISTING CONDITIONS BEFORE A. SUBMIT A PLUMBING PHASING SCHEDULE UPON AWARD STRUCTURE. 'APOLLO' MODEL 161SLF. FACILITIES ACCESSIBLE TO AND USABLE BY Suite 1505 SUBMITTING PROPOSAL. COORDINATE WORK TO OF CONTRACT TO BE APPROVED BY THE ENGINEER AND 7. TRAPEZE FOR MULTIPLE LINES, SUPPORTED BY A C. THERMOSTATIC MIXING VALVES: REFER TO DRAWINGS PHYSICALLY HANDICAPPED PEOPLE." Chicago, €L 60611 MINIMIZE 1NTERFERANCE WITH EXISTING AND NEW OWNER. MINIMUM OF TWO HANGERS. B. PANTRY SINKS: SEE SCHEDULE PLUMBING FIXTURE Tel:312.588.3560 FACILITIES. B. AT NO TIME SHALL THE BUILDING BE WITHOUT WATER OR 8. SUSPEND TRAPEZE AND/OR HANGERS FROM 2.05 PLUMBING EQUIPMENT SCHEDULE ON DRAWING P-501.00. REFER TO Fax:312.588.3579 D. CONNECTIONS TO EXISTING WORK: SHALL BE AT ODD SANITARY SERVICES EXCEPT IN AREAS OF NEW WORK. IF EXPANSION ANCHORS IN SOLID CONCRETE SLABS, A. FIXED AIR GAP: ARCHITECTURAL DWGS FOR MORE INFO. www.syska.com HOURS TO INSURE MINIMUM INTERFERENCE WITH WATER IS TO BE TURNED OFF, OR THE SANITARY SYSTEM EQUAL TO HILTI HDI OR FROM EXISTING STRUCTURAL 1. CHROME PLATED BRONZE BODY WITH SET SCREW ON REGULAR OPERATION OF EXISTING FACILITIES. PIPING RENDERED UNUSABLE, THEN TEMPORARY PIPING IS TO STEEL WITH BEAM CLAMPS EQUAL TO GRINNELL NO. INLET AND THREADED OUTLET. 2.08 WATER FILTERS: RUN 1N OTHER TENANTS' AREAS SHALL BE COORDINATED BE INSTALLED AS REQUIRED. 61, 87, 131 AND 225. PROVIDE RODS SIZED FOR PIPE 2. CONFORMING TO ANSI A112.1.2. D. VALVE IN HEAD DESIGN WITH AUTOMATIC SHUT OFF WITH THAT TENANT, INSTALLED ON OVERTIME AND AT SUPPORTED AND LOCK HANGER IN PLACE WITH WHEN THE CARTRIDGE IS REMOVED FOR REPLACEMENT TIMES CONVENIENT TO TENANT AFFECTED. WORK SPACE Key Plan Professional Seals 00 P R OFki .'.. .,SINE ce : -.-E "-. a - 4r •a AO l" EFT; , /E1., BO 141a‘" ft No. Description Date 1 90%REVIEW June 26 2017 2 BID/PERMIT July 06 2017 E Q C 0 to Z 0 F- 0 t� 0 LU CL U) c O O 0. C!) I- lii UJ CO 0 Q 0 0 0 0 ui m N No: ZHK35000 LU U ro�ec CL w Sheet Title O SPECIFICATIONS N M ‘-- .,- r-- rti Original drawing Is 42 x 30. Do not scale contents of this drawing. N- CD cNISheet Number co P 0 0 2 0 O d REFERENCE ONLY NOT APPROVED WITH THIS PERMIT PLUMBING FIXTURE ROUGH-IN PIPE SIZES FIXTURE SCHEDULE RISER AND AIR CHAMBER NIPPLE AND STOP INLET MINIMUM FIXTURE TYPE TAG LOCATION MATERIAL MANUFACTURER MODEL NUMBER FAUCETNALVE NOTES SYSTEM: TAG FIXTURE SIZE SIZE WASTE AND VENT SIZES TRAP SIZE REMARKSitill. . REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. PROVIDE N it 11 --- S-1, S-2 SINK 112 1/2" 1/2" 1/2" 1 1/2" 1 112 1 112 WITH BASKET STRAINER DRAIN, COMMERCIAL GRADE HEAVY PATTERN 414N. Sm --- WC-1, WC-2 WATER CLOSET 3/4" 3/4" 4" 2" 4" STOPS (NO PLASTIC PARTS), 17 GAUGE P-TRAP, ADA COMPLIANT. SINK SK-1 LOUNGE CAST IRON KOHLER K-5864-5U K-596 COORDINATE FAUCET HOLE LOCATIONS WITH ARCHITECT PRIOR TO FARMERS --- L-1, L-2 LAVATORY 1/2" 1/2" 1/2" 1/2" 1 112 1 112 2" _ INSTALLATION. PROVIDE WITH GARBAGE DISPOSAL PER ARCHITECT'S --- UR-1, UR-2 URINAL 1/2" 1/2" 2" 1 1/2" 2" SPECIFICATIONS. PROVIDE WITH TMV VALVE ASSE 1070 CERTIFIED . INSURANCE --- SH-1 SHOWER 1/2" 1/2" 1/2" 1/2" 4" 2" 4" REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. PROVIDE --- FD-1, FD-2 FLOOR DRAIN 4" 2" 4" AMERICAN STANDARD WITH GRID STRAINER DRAIN, COMMERCIAL GRADE HEAVY PATTERN STOPS SINK SK-2 MOTHER'S ROOM STAINLESS STEEL --- --- 7074.550 (NO PLASTIC PARTS), 17 GAUGE P-TRAP, ADA COMPLIANT. COORDINATE # TOTAL FAUCET HOLE LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. FIXTURES PROVIDE WITH TMV VALVE ASSE 1070 CERTIFIED . Project NOTES: T REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. MANUAL FARMERS HILLSBORO 1. ALL FIXTURE SUPPLIES SHALL INCLUDE A 12" MINIMUM HEIGHT AIR CHAMBER. WATER CLOSET WC-1 TOILET ROOMS VITREOUS CHINA AMERICAN STANDARD 2858.016 MANUAL FLUSH VALVE FLUSH, FLOOR MOUNTED, 1.6 GPF. PROVIDE WITH COORDINATING OPEN OFFICE RELOCATION 2. COORDINATE ALL FIXTURES WITH ARCHITECT FRONT, ELONGATED SEAT, AND WALL CARRIER. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. MANUAL Prepared For WATER CLOSET WC-2 TOILET ROOMS VITREOUS CHINA AMERICAN STANDARD 2854.016 MANUAL FLUSH VALVE FLUSH, FLOOR MOUNTED, 1.6 GPF, ADA COMPLIANT. PROVIDE WITH FARM ERS INSURANCE COORDINATING OPEN FRONT, ELONGATED SEAT, AND WALL CARRIER. DROP IN LAVATORY. REFER TO ARCHITECTURAL DRAWINGS FOR TIGARD, OR FLOOR DRAIN SCHEDULE SPECIFICATIONS. PROVIDE WITH GRID STRAINER DRAIN, COMMERCIAL KOHLER GRADE HEAVY PATTERN STOPS (NO PLASTIC PARTS), 17 GAUGE P-TRAP, Contract No: 16.24752.00 DRAIN TYPE TAG LOCATION MATERIAL MANUFACTURER MODEL NUMBER NOTES LAVATORY L-1 TOILET ROOMS VITREOUS CHINA KOHLER K-20000 K-15240-4NDRA ADA COMPLIANT. COORDINATE FAUCET HOLE LOCATIONS WITH CAST IRON BODY, 6" POLISHED NICKEL BRONZE STRAINER. SET GRATE ARCHITECT PRIOR TO INSTALLATION. PROVIDE WITH TMV VALVE ASSE 1070 FLOOR DRAIN FD-1 TOILET ROOMS CAST IRON ZURN ZN-415-B FLUSH WITH FLOOR. PROVIDE WITH TRAP PRIMER CONNECTION. CERTIFIED . AUTOMATIC FAUCET. WALL HUNG LAVATORY. REFER TO ARCHITECTURAL JANITOR'S CLOSET AND CAST IRON BODY, 6" POLISHED NICKEL BRONZE STRAINER. SET RIM FLUSH DRAWINGS FOR SPECIFICATIONS. PROVIDE WITH GRID STRAINER DRAIN, O FLOOR DRAIN FD-2 LOUNGE CAST IRON ZURN ZN-415-I WITH FLOOR. LAVATORY L-2 SINGLE TOILET ROOM VITREOUS CHINA KOHLER K-2035-4 KOHLER COMMERCIAL GRADE HEAVY PATTERN STOPS (NO PLASTIC PARTS), 17 II K-15240-4NDRA GAUGE P-TRAP, ADA COMPLIANT. COORDINATE FAUCET HOLE LOCATIONS . .. WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE WITH TMV VALVE ASSE 1070 CERTIFIED . URINAL UR-1 TOILET ROOMS VITREOUS CHINA AMERICAN STANDARD 6550.510 AUTOMATIC FLUSH REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. AUTOMATIC VALVE FLUSH VALVE. PROVIDE WITH WALL CARRIER. ELECTRIC WATER HEATER SCHEDULE REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. PROVIDE Hellmuth, Obata + Kassabaum, Inc. TEMP RECOVERY SHOWER SH-1 SHOWER ROOM --- --- --- AMERICAN STANDARD9530 Jefferson Boulevard 1662 221 WITH FLOOR DRAIN, FD-1, ADA COMPLIANT. PROVIDE WITH PRESSURE Culver City, CA 90232 USA MARK TYPE IN OUT GAL KW VOLTAGE PHASE @ 100°F LOCATION MANUFACTURER REMARKS BALANCE VALVE ASSE 1016 CERTIFIED . AND MODEL NO. t +1 310 838 9555 f +1 310 838 9586 (°F) (°F) (GPH) WALL MOUNT FAUCET WITH THREADED HOSE OUTLET. REFER TO WATER HEATERS SHALL HAVE LCD DISPLAY WITH BUILT-IN DIAGNOSTICAMERICAN STANDARD ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. PROVIDE WITH All reproduction&Intellectual property rights reserved 0 MOP RECEPTOR MR-1 JANITOR'S CLOSET TERRAZZO ACORN TDF-24-SSC2015 AND TROUBLESHOOTING INFORMATION. TANK SHALL BE RATED FOR 8354.112 STAINLESS STEEL CAPS ON ALL CURBS, HOSE AND HOSE BRACKET, AND In Association with 150PSI WORKING PRESSURE AND SHALL BE UL LISTED. HEATER TO BE STAINLESS STEEL WALL GUARD PANELS. FURNISHED WITH DUAL EXTRUDED HIGH DENSITY ANODES, 1 1/4"WATER FOUNTAIN DF-1 COMMON AREA STAINLESS STEEL ELKAY EDFPBM117RAC ___ PROVIDE WITH AP99 ACCESS PANELS. REFER TO CONNECTIONS, ALL OPERATING CONTROLS, AND ASME RATED ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. AnJANITOR'S PRESSURE AND TEMPERATURE SAFETY RELIEF VALVE. ALL INTERNALrir TANK TYPE 40 140 80 12 208 3 49 A.0 SMITH DVE-80 SURFACES OF THE HEATER EXPOSED TO WATER SHALL BE GLASS-LINED. WATER FILTER WF-1 LOUNGE ___ SEE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. FILTER TO SERVE o CLOSET "' --- --- ELECTRIC HEATING ELEMENTS SHALL BE MEDIUM WATT DENSITY SINK, COFFEE MAKER, AND ICE MAKERS. SCREW-IN TYPE. INTERNAL POWER CIRCUIT FUSING SHALL BE GROUPPROVIDED. HEATER TO COMPLY WITH ASHRAE STANDARDS FOR MINI PRIME, ELECTRIC TRAP PRIMER WITH 16 GUAGE STEEL BOX TRAP PRIMER TP-1 --- STEEL PPP, INC. MPB-500-115V --- ENCLOSURE WITH COVER. 115V, 1 PHASE. PROVIDE WITH DISTRIBUTION A member company[ASH Group,IN ENERGY EFFICIENCIES. CONTRACTOR SHALL PROVIDE DIELECTRIC UNIT AS REQUIRED. Syska Hennessy Group,inc. ON WATER CONNECTIONS. PROVIDE WITH EXPANSION TANK 330 N.Wabash Ave. EQUAL TO WATTS MODEL PLT-20. TOILET ROOMS, THERMOSTATIC MIXING VALVE, MIN. FLOW 0.25 GPM, ASSE1070 LISTED, Suite 1505 MIXING VALVE MV-1 MOTHER'S ROOM, LEAD FREE BRONZE LEONARD 170-LF --- WITH BRONZE BODY, INTEGRAL CHECK VALVES, SCREENS, AND Chicago, IL 60611 LOUNGE ADJUSTMENT CAP W/LOCKING FEATURE, OR APPROVED EQUAL. Fa312 Faxx:312..55 312.588.35609 NOTES: 9 NOTES: www.syska.com 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, ELEVATIONS AND QUANTITIES. 2. PROVIDE WATER STOPS ON ALL WATER CONNECTIONS TO PANTRY FIXTURES AND EQUIPMENT. REFER TO MANUFACTURER STANDARDS FOR CONNECTION REQUIREMENTS. ALL FINAL WATER CONNECTIONS TO PANTRY EQUIPMENT BY PLUMBING CONTRACTOR. Key Plan BACKFLOW PREVENTER SCHEDULE I CONNECTION TAG NAME FIXTURE SERVED MATERIAL SIZE MANUFACTURER MODEL COMPLIANCE NOTES BFP-1 LEAD FREE IN-LINE DUAL CHECK WATER CONNECTION TO LOUNGE LEAD FREE BRONZE 3/8" WATTS LF7C ASSE 1024 PUMP SCHEDULE VALVE EQUIPMENT NOTES: MARK TYPE HP PH VOLT RPM LOCATION MANUFACTURER AND REMARKS MODEL NO. ( ) 1N-LINE HOT IN-LINE OIL LUBRICATED CENTRIFUGAL PUMP OF ALL BRONZE CONSTRUCTION, 1" NPT FLANGED RP WATER 1 115 --- JANITOR'S B&G SERIES 100 CONNECTION AND INTERNAL THERMAL OVERLOAD PROTECTION. PROVIDE AQUASTAT ON HOT WATER 1 RECIRCULATING CLOSET RETURN LINE TO CONTROL PUMP OPERATION. Professional Seals PUMP 01,Gi E i `vo REC1ON ,i7 40 EXPANSION TANK SCHEDULE ��4ELRA�4'� SYSTEM DIMENSIONS 921F6:-41a R : _ TAG TANK TYPE LOCATION CAPACITY CONNECTION MANUFACTURER WEIGHT MODEL NUMBER NOTES No. Description Date (GAL) (NPTM-IN) DIA (IN) HT (IN) (LB 1 90%REVIEW June 26 20172 BID/PERMIT July 06 2017 ET-1 ASME DIAPHRAGM JANITOR'S CLOSET 6.4 3/4 12 14 AMTROL 17 ST-12C 1, 2, 3 TANK NOTES: 1. WORKING PRESSURE 150 PSI, MAX OPERATION TEMP 200°F, FACTORY PRE-CHARGE 40 PSI. 2. POLYPOPYLENE LINER MATERIAL, WITH BUTYL DIAPHRAGM. 3. PROVIDE UNISTRUT SUPPORT AS DICTATED BY FIELD CONDITIONS. E ci 6 0 cry LU 0 LU U CO cis ca Q a. C/] I— LLl w CI) 0 Q U 0 0 0 Lo CO 2 L J Project a No: ZHK35000 LL! Sheet Title J O SCHEDULES m 01 a) T I--- Original drawing is 42 x 30. Do not scale contents of this drawing. T C N Sheet Number cD N- -6 P003 a) 0 0_ REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 0 OD se D0 B A 4 1111 4111 I I I I I I I I I I 1 I FARMERS t:: I INSURANCE 1 :i, 0 •*.•••11..1..0 0 i _ 1 I — I 0HUDDLE HUDDLE Project :'.!1 I i 20' 22 I I i I CONF. I I FARMERS HILLSBORO ° 1t2 RECEPTION OFFICE RELOCATION 1 ( • I ( Prepared For - - _T= _ — FARMERS INSURANCE 1 1111 , 11f l TIGARD, OR 1 I 1 I I I I ( ( Contract No: 16.24752.00 OPEN OFFICE III 20=1 I I I I 1 I I 0FD-2 I I 1 1111111111— -61 ' -I 0 I -1-•I I II s I io I,1 iii 1 IWD 0 1 DW F-- . SK-1 ;orisp1Ni ,:, 41, O l _GD �W ' /1 I; E; . .; PHONE• WF-1© '° ROO Hellmuth, Obata + Kassabaum, Inc. 11 la i / _ 1109530 Jefferson Boulevard ' 1111'1111111i!'1... : � 0,i,,, 1 . fCulver City, CA 90232 USA iCM Ot It +1 310 838 9555 f +1 310 838 9586 I 1 II I ' /~'44 4" I i Y 1 I 1 All reproduction&intellectual property rights reserved ' 2015 HUDDLE In Association with 111 I I 1 1 1 1 1 I i LOUNGE I ummil I I E' i •_ f 103ri i ell I I I I i 1 I I I I 1 -air Q „, 0 ;I: 4 T,. °:4 It! — ----, 111121- CI GROUP ST RAC A . I r p. A member company of SH Group,inc Syska Hennessy I I I - IIL I I 330 N.Wabash AGeraup, Inc. Suite 1505 — Chicago, IL 60611 II • somum _ Tel:312.588.3560 II, I< * ' Fax:312.588.3579 I I I, I I IM1 I 1�i I DF � ( ( www.syska.com r I�� — I awwwwrr.rwaa s ».rww,rr 1 1 I I Key Plan 1 I 1 I I I I '� 3' 11 I l �, 4rr , - 77// OF 1 3' 1 glj ■' .,'C I 13 - 1 I ! I M I I 1 CONNECT TO NEAREST :' NDERGROUND /. % ' .►'S$NI RYcI QCATiON AND ELEVATION F O CONF BE VERIFIED IN FIELD. SEE KEYNOTE#8 IF',9 I I1 I I I 1 I I INVERT ELEVATION CANNOT BE MET. I I 1 I . 1 H D E I R -- - z [ ' Lt; zI . I - Professional Seals I 1 I I Ii t I I I ' �rss E , ki (-1 i t _ _.. �. Orr € �r ,c a MOTHERS UNISEX �. I ( ter- I I 1 I. k i I ROOM RESTROOM 374-ff.'314r' I I I __ay"4., ..,_ �r 1 AREA A f- u i 115 11 314 AREA A ;� ktl4�Q? I, ,« :;: .c .wfr�rR. -_..'' wrxww� ::.`: ��...,, _ i. �� .ai1..Z.' Tlll:" Sii. MMi�W: .: ... �jww� "via so'tE -� - — — — _ _ _ _. _ -L AREA B - R B ,� A I D • __ E 7 1 I I 1 I Cy C, - COPY : � STCRAGE� AEXPIRES: 04rAr L sHo I 1 I j + f LJ I No ion Date I 21 De r N --.' - - --_ � ��` script' q-1— a r 11r y� I~ - - un 26 2017 lam__ . - l- -- 4�. 2 BI[31PERMIT J y fi 2017 tel` ,rer �,: ul 0 I MIDI I I I I I 1 RR l- I I ,F Tirirt. f. 1 i 1 - 7-WOMEN'S,, I• Vie_ 1 MDF 1 I I i 1 I North North CD 2 PLUMBING PLAN - MEZZANINECD 0PLUMBING PLAN -AREA A 118"=1'-0" 118"=1'-0" o 8' 16' E y a (r V 0 Z CD0_ 2 Cm _1 a. t� Q CV a_ U) I- LU LU CO in Q U cp c) SHEET NOTES 0 SHEET KEYNOTES Lo l� N 1. CONTRACTOR TO VERIFY ALL 1. 3/4" DCW DROP, 1" DCW DROP, 3" V DRAIN THROUGH AIR GAP. 8. ***ALTERNATE: PROVIDE OPEN SITE 9. 3"X4" UP TO VTR. COORDINATE EXACT N wl EXISTING FIELD CONDITIONS PRIOR DROP, 3" SAN DN TO 4" SAN THROUGH DRAIN UNDER SINK IN LIEU OF FLOOR LOCATION WITH ROOF LAYOUT IN Project Lu TO COMMENCING WORK. SLAB. 5. PROVIDE WATER FILTER, WF-1, TO DRAIN TO SERVE INDIRECT DRAIN FIELD. No: ZHK35000 SERVE SINK, COFFEE MAKER, AND ICE FROM ICE MAKER. PROVIDE PUMP TO Sheet Title 0 2. EXISTING SLAB TO BE PATCHED TO 2. 314" FILTERED DCW DROP, 2" V DN MAKERS. SERVE THE ICE MAKER. PROVIDE PLUMBING PLAN - MATCH EXISTNG AFTER THE ABOVE GROUND, SELF CONTAINED m INSTALLATION OF ALL 3. 4" TRAPPED AND VENTED SAN UP TO 6. PROVIDE 3/4" VALVED DCW WITH EJECTOR PUMP UNDER THE SINK AND AREA A UNDERGROUND WORK. FD WATER HAMMER ARRESTOR AND PUMP THE SANITARY FOR THE n BFP-1 FOR HOT/COLD WATER LOUNGE AREA TO THE JANITOR'S cn 3. CONTRACTOR TO X-RAY SLAB PRIOR 4. (2) 3/4" VALVED FILTERED DCW WITH DISPENSER. CLOSET AND DROP THE 3" PUMP 0 TO SAW CUTTING OF SLAB. WATER HAMMER ARRESTOR AND DISCHARGE UNDERGROUND TO Original drawing Is 42 x 30. Do not scale contents of this drawing. CNI w BFP-1 TO SERVE FREEZER WITH ICE 7. PROVIDE 3/4" FILTERED DCW WITH CONNECT TO THE UNDERGROUND Sheet Number r- MAKER AND ICE MAKER. PROVIDE 1" WATER HAMMER ARRESTOR AND SANITARY SERVING THE JANITOR'S 0 DRAIN FROM ICE MAKER TO BFP-1 FOR COFFEE MAKER. CLOSET. F.) 2 0 -I ■.. O INDIRECTLY DISCHARGE TO FLOOR a REFERENCE ONLY NOT APPROVED WITH THIS PERMI F SM FARMERS ; ..° INSURANCE Project li i I I , FARMERS HILLSBORO I v r _ X14, OFFICE RELOCATION R• An: -. . MOTHERS 1SEX 0 3l4" • Prepared For I i .111F 11W ® ROOM ►-�IVi DF-1/6.— � � -- 314rr I I 117 AREAA ©L-2 A FARMERS INSURANCE .... ...... I� ......-fes■--:a.�.r __. '�`�� �� eAlhi,AS -4TIGARD, O R AREA B CONNECT NEW 2" DCW TO NEAREST CL `ET 2rr ! `� Memo J• o FCO COPY STORAGE , 0 REA B 1 4 I I ( Contract No: 16.24752.00 EXISTING DCW. LOCATION TO BE .:. I � 0 WC- L FD-2 i �Ii� iz VERIFIED IN FIELD. CONTRACTOR -'IOf; i\___.- ; ,`- -i i r !' .. i — TO VERIFY THAT EXISTING COLD - --- - WATER SERVICE SIZE IS ADEQUATE ;-.-M_.��. ,_4n_ _� _ I _ I N M ST` �' I t y Ir FOR NEW WATER REQUIREMENTS. MR-1 I U ' 4- - 4--- � I I I �' ��� �� I r---- SO . i ± iliq it • 14 ,t (A 0 i I ! 1110111011.101 I I i HUDDLE 1• 1• IIIA . ,— _ rt;. II 101/ oir ArAir 124 4" I I ;I — I I + �'"" III ��► (2) ��} Hellmuth, Obata Kassabaum, Inc. . � ; 9530 Jefferson Boulevard � � ° 'I OFFICE Culver City, CA 90232 USA I AOr 4 1 .41 ' ' '`� ••N ,CTTOpEAREST DERGROUND t +1 310 838 9555 f +1 3'10 838 9586 Ii� I I 411 �` SANITARY. LOCATION AN_ ELEVATION TO BE VERIFIED IN FIEL . _ An reproduction&intellectual property rights reserved el fl 1 _... O In Association with — Y —� Ill 146 U U U U U U i.II cc, 0 0 0 0 0 0 O WC-1 L____ ®DF-1 FD-1 0 eriipr II -,--,71-77J----- _ _ s :. W _ _ T - _ _..__ _ �_ I — � ii '� Lm f2" 1 R �.1 g`I ! 13, 1 < : 1 I E �. f k k a J I I• 1j`¢1, V i f,7 t",/,/,,,,/,/i 1 i I tri , i u, i► 1 I 1 I io, 1,0; 1 '--- r I b ► 1 'i 1 �► 1, , ,, n "� 4" .I .' _— ' 1\11tm< 1iso 1 -- -- --- — € I :I k ' 1 `i {,. #- , + � � �+� _� �_ �t..a:�,l. _� GROUP 7 1/.I 1 CON . e r� a F a r�. f I 1 . • 1 . :1 0memberw pa y of 5 Group. G ., — .{ "� '-' '�€ I E f F `�. i '�, 1 f• a i E! I €.i.� . A m n H r In L. I ` WOMEN'S , i ' 1 j `4 i0' Syska Hennessy Group, Inc. TRAINING TRAININGPURPOSE ! y, I 01 k s ® 7O 0 330 N.Wabash Ave. l i ! I ; r 314" I 314" • I 145 i 1 1 OFFICE a: QFD-1 (4)__�_.. I I (4 L-- Suite 1505 CONK CT TO NEAREST UNDEIRbUNDI� 14 - ,' ,,may. on - ..- rs it 0 .0 0� Chicago, IL 60611 SANITARY. LOCATION AND ELEVATION TO '� � , HALLWA WO E �'S I 0 L , k� 1 rr 1 i A! s �A, _ 1� ® t 1� �� � � � Tel 312.588.3560 1 BE VERIFIED IN FIELD. 137 ,mow. Fax 312.588.35 7s l i I I ! I-- — LOCKER a n LI - ' - , $ :,1 , =�` .: ` MEN'S LOCKER www.syska.com ,3 OEC SJ ,,,� 3.� SHOW R .. S .=VVER © �� I l It...J�.. � 135 1 1.,_ �� ,. ' ' � ' MAIL L RG 1 1 . ) 1 1 . I M I- 11 1 1 1 1 . J Key Plan I I 1 ILAPTO ROOM OI�II�. d.�, E WO row 1 STORAG 142 a MINI 1 J^L! t El 1 1433 GYM , ' ire I n-- --- ^_ 1 I I Ijr I I CSC 1 I _ €36 .. I I ROOM ENECIO : 1 .. ...�......,..._ t J 1 m, i ,.....„, Professional Seals EXISTING WATER METER , „ GINE-5> kr )))9� 48ER 1Q North 41�EL sO, PLUMBING PLAN -AREA B 01/8"_ 1e_On CD f/i/a, No. Description Date 0 8' 16' 1 90%REVIEW June 26 2017 2 BID/PERMIT July 06 2017 E .` Q 0. Q 0 0 Z_ m J 0_ r O CV 0_ co 1— w w up J 0 Q U 0 Q SHEET NOTES O SHEET KEYNOTES a Lo 1. CONTRACTOR TO VERIFY ALL 1. REMOVE EXISTING BACKFLOW 4. 2" DCW DROP, 3" V DROP, (2) 2" DN, (2) SH. EXISTING FIELD CONDITIONS PRIOR PREVENTOR. RELOCATE BACKFLOW 1/2" DCW DN Project Ql TO COMMENCING WORK. PREVENTOR TO JANITOR'S CLOSET 10. 3/4" DCW DROP, 3/4" DHW DROP, (2) 2" No: ZHK35000 w 114. TRENCH AND PATCH EXISTING 5. 1" DCW DROP, 1" DHW DROP, 2"V V DN. Sheet Title O 2. EXISTING SLAB TO BE PATCHED TO SLAB AS REQUIRED TO MODIFY DROP, 2" V DN PLUMBING PLAN - a MATCH EXISTNG AFTER THE UNDERGROUND PIPING. 11. 4" TRAPPED AND VENTED SAN UP TO INSTALLATION OF ALL 6. 1 1/2" DCW DROP, 3" V DROP, (2) 2"V MR. AREA B N UNDERGROUND WORK. 2. REINSTALL RELOCATED BACKFLOW DN, (2) 1/2" DCW DN PREVENTOR. TRENCH AND PATCH 12. 3/4" DCW DROP, 2" V DROP, 2" SAN DN 3. CONTRACTOR TO X-RAY SLAB PRIOR EXISTING SLAB AS REQUIRED. 7. 4" SAN DN, 2" V DN TO 4" SAN THROUGH SLAB O TO SAW CUTTING OF SLAB. Original drawing is 42 x 30. Do not scale contents of this drawing. N 3. 3/4" DCW DROP, 3/4" DHW DROP, 2" V 8. 4" TRAPPED AND VENTED SAN UP TO 13. 3"X4" UP TO VTR. COORDINATE EXACT Sheet Number co DROP, 2" SAN DN TO 4" SAN THROUGH FD. LOCATION WITH ROOF LAYOUT IN a SLAB. FIELD. p2oi _ g 0 9. 4" TRAPPED AND VENTED SAN UP TO a. REFERENCE WITH PERMIT NOT APPROVED W - - FARMERS INSURANCE Project FARMERS HILLSBORO OFFICE RELOCATION Prepared For FARMERS INSURANCE TIGARD, OR Contract No: 16.24752.00 \ 4 \ 4 4 4 4 4 A 4 4 4 4 4 4 4 4 4 4 44 .4 A ,,, % 4 A 4 ( ) 4 A 4 A WITH INCOMPRESSIBLE INSULATING — 4 4 4 BLOCK AT HANGER , a 4 4 4 F7 .ii INSERT SHIELD o II 14 r =.) t—1 A 4 PIPE DIAMETER SHIELD THICKNESS LENGTH USSG + STEEL ROD I UP TO 3" 6" 18 4" UP TO 6" 8" 16 , 8"AND LARGER 12" 16 . DOUBLE LOCKNUTS IMP CLEVIS HANGER Hellmuth, Obata + Kassabaum, Inc. WITHOUT INCOMPRESSIBLE INSULATING 9530 Jefferson Boulevard - {------ - — BLOCK AT HANGER Culver City, CA 90232 USA SHIELD t +1 310 838 9555 f +1 310 838 9586 PIPE SHIELD THICKNESS DIAMETER LENGTH USSG All reproduction&Intellectual property rights reserved 0 \iir . UP TO 3" 12" 18 2015 bres„...000 UP TO 4" 15" 16 In Association with _ UP TO 5" 18" 16 8"AND LARGER 24" 14 GALVANIZED METAL SHIELD --. e SYSICA HENNESSY GROUP A member company a SH Group,Inc Syska Hennessy Group,Inc. 330 N.Wabash Ave. Suite 1505 SCALE: NONE Chicago, IL 60611 Tel:312.588.3560 INSULATED PIPE SUPPORT (3) Fax:312.588.3579 www.syska.com CLEANOUT AND ACCESS Key Plan COVER. TOP OF COVER TO BE FLUSH WITH FINISHED FLOOR ELEVATION / SLOPED TO DRAIN FLOOR LINE/FINISHED FLOOR TOPPING SHALL BE SEALANT OR CHALK BETWEEN DRAIN STRAINER AND FINISHED FLOOR ... FINISHED FLOOR FLASHING CLAMP WITH 4 LB. SHEET LEAD (OR APPROVED MATERIAL) :-":::••.:'1. ..'• ..m '‘.','':a.,' !.-:•:.:..;,-...:.: FLASHED 36" x 36" AROUND DRAIN , ,,'•••••.,"'.': ,',...:' '' Professional Seals i to PR OFf ''' ' ' - • --'' te *411s/Ct ‘7L. MO1111.11.---- '- ' . ,,--1 e- , 4 . cr :,f1 I.Z • • • . 6 , • ..c7 ' 4 .. • . — •*";`,--'1-10, -- • • 4 ,- 4 i - *... o 4 4110. ,, •--' 4 • ' 411,0i41 GON ' ao 1/8 CAST . 14, 48 AP 4S'' IRON BEND • i „ lAitEL R .43 , '- r •., . ' . < • . ER 4 04 . • BALANCE OF PIPING SAME AS . 4 • IZTD __ EMS: oia CLEANOUT TO FLOOR/GRADE i WATER PROOF Date \ No. Description MEMBRANE 1 90%REVIEW June 26 2017 CONCRETE SLAB 2 BID/PERMIT July 06 2017 NOTE: FOR CLEANOUT THAT IS NOT TO BE LOCATED IN CARPETED AREA. SCALE: NONE SCALE: NONE FLOOR CLEANOUT DETAIL (5 ) FLOOR DRAIN DETAIL 0-. ( ) >a 5 > LI >a i 5 E \ r T&P RELIEF VALVE ._, 4" DIA. MIN. ci SHEET LEAD FLASHING. MOP Q5 —T 1 T IN WITH ROOFING MATERIAL , Ii 1 VENT STACK AND TURN DOWN INTO TOP r-- Lu o OF STACK E EXPANSION Lo 0_ FINISHED ROOF LEVEL X TANK Cr) I— w STORAGE TYPE --5 CIRCULATOR WITH = co AQUASTAT CONTROL . osionniu --- ' —-5-1-' HEATER < iz 7 rm." ____ ,7 0 A 6 LI \_ (7, V DRAIN VALVE u, SPILL TO F.D. = INJDRAIN CU- ROOF STRUCTURE - REFER TO VALVE ,..." I Project ARCHITECTURAL DRAWINGS FOR DETAILS. ., . 4 „ A 4 -1 4 4 4 a .• , 4" CONCRETE FOUNDATION 4. ., No: ZHK35000 4 4 4 4 4 4 V SECURE AS INDICATED OR REQUIRED ) Sheet Title = NOTES: (..) i /, BY GENERAL CONSTRUCTION METHODS. DETAILS 0_ s 1. PROVIDE REMOTE TYPE THERMOMETERS IF MOUNTED 4" F.D. i j HIGHER THAN 6 FT.ABOVE FLOOR. < co 2. INSTALL THERMOMETERS AND AQUASTATS IN OVERSIZED TEES. Lr) ai C2 , SCALE: NONE SCALE: NONE I-- Original drawing Is 42 x 30. (Do not scale contents of this drawing. hi VENT THROUGH ROOF DETAIL 0_) WATER HEATER DETAIL CAI A Sheet Number co P 5 0 1 0 0 a. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ir.-,,,,A ly 7,_ .,.,„. s,c s— FARMERS INSURANCE ROOF 2r, 1112" 2" 1112" 2„ 1112" [2" 1" 314" J c - r1 - - - - - - - - - - - - - - - - - - Project r.�, _ r 1 —__— --_ ---4 may_—_ ---1-119017N _ --_ --- —__ --- --_ --- --- -=' FARMERS HILLSBORO MI r e JANITOR'S 1 112" 314 MOTHER'S4 3/4" „ _ 314" WOMEN'S RR ?-3/4" MEN'S RR 314 .- t 314 K N lol --- OFFICE RELOCATION „ LOUNGE I I CLOSET 1 112" ROOM 2 117 ?_2,, 118 314" WATER HAMMER 314 103 7- 114 REFERJTER 1 UNISEX . Prepared For 115 RESTROOM ARRESTOREQUALDRAWITO WATTS LF05 FARMERS INSURANCE 314" • 4)-314" 116 314"-C 314" 314" --314 314"_ - • EATER DETAIL 1 „ „ , I (TYPICAL) I I BFP-1 (TYPICAL) 3/4" OUTLET BOX(TYPICAL) TIGARD, OR 314 1 112 314 I -i -1- 314 2" 3/4"—r± 314 �- 314 F MR 1 , ! SK WC L L L WC WC WC WC WC WC UR WC L L DF CM SK WD DW DW DW 1REEZER W/ IM IM ----- -- - _ - -- — — T --- — - — — Contract No: 16.24752.00 -1. i 1 f LT] IIIJ 1 1 I 14_14 -__1- -,67,7,„ _II_ 1 A •Ita II _-- - n-- _ n _ 1 __ . 314" 1ST FLOOR -2" _2r, - WATER FILTER <WH> 1 + PI ROOF Hellmuth, Obata + Kassabaum, Inc. F2" 1 1 F2" 2" 9530 Jefferson Boulevard Culver City, CA 90232 USA �_- _ _ _ _ _ _ _ - _ _ _ _ _ _ -7 t +1 310 838 9555 f +1 310 838 9586 $------ -- F1" - -- - - -- -- — -- -- -- -T I S-----—--—ii— �ry All reproduction&intellectual property rights reserved r, „ I M 2015 314 314 - WOMEN'S RR WOMEN'S MEN'S MEN'S RR In Association with 133 SHOWER SHOWER 130 135 132 1 01" Ail cb-2rr 1„�cb 314r, 1„ icy Q 2,r o WC WC WC WC WC WC WC L L L L A7SH OF SH' L L L UR UR WC WIII _C 1 WC WC SY » . `� - T GROUP - i ILI j A member company of SH Group,Inc — - n _� O — - a 5yska Hennessy Group,Inc. Y -3/4” rr - r{ 330 N.Wabash Ave. 314 314 314 314 1ST FLOOR Suite 1505 2" 2"- -3/4" --314" 314" -314" 2" 2"- Chicago, !L 60611 Tel:312.588.3560 Fax:312.588.3579 www.syska.com Key Plan 3"X4" VTR f 3"X4" VTR „ 3" 3" 3 -� _fl ROOF ril r_l_ r--- 3" 3" 4F2" r--- -�— �.- , Professional Seals L---1 L'----, L---1 L—T -f -tI` 1 l L I i oN'oetNE 's/o I 1 ` ' -2�� LOUNGE JANITOR'S 3" 4 MOTHER'S UNISEX �1 1/2" WOMEN'S RR MEN'S RR „ 103 '` --- .00 ' CLOSET ROOM RESTROOM 197 —3" -3" -3 —3 —2 4-2OREGON et 4 118 �� 'A,.4 114 115 2"� 916 p 'IEL RO . r 1 r--r----t r-----1 r T—"4 T T 9 1 T� T r J r----r--1 G r I I I I I 1 I I 2"-� 2"� cp-211 BOWS: if/7/d I c-2" -2" 2"�y 2" 4-2" 4-2" $-2" 2" 4-2" 4,-2" ( -2" 2" No. Description Date SK L L L DF UR L L SK DW DW DW 1 90%REVIEW June 26 2017 2 BID/PERMIT July 06 2017 tr\I u-\.. Pir-i ru wco , L'Lli\ ,-L.J ru ruf-u FD i_ MR WC 2" G WC l FD WC WC WC WC WC FD —2" d 3 FD FLOOR 4"_ 4r, 4"--c=.\_,_ 4„ 4"-c=:, 4„-0 4,r� I 4„ r� � \-� "'� NOTE; PROVIDE In) -Y ici . 14” III 4r, 4„ ALTERNATE FOR 4" 4" 4" -4" 4" -4" -4" -4" -4" 3"X '"VTR_4" -4" -4„ 4,r 4r, 1- PUMPING IF REQUIRED. 4, el-. - - 1-LY E E- S— ROOF T I Dr----J r r J l ---T T , —iI C-9 WOMEN'S RR i 3'r WOMEN'S 3" 3"- 3" MEN'S 3" 0 133 4-3" SHOWER SHOWER it - MEN'S RR n -3" 3" r--3" 135 132 1 112"� 3" 130 - -3 3"- —4 1----.---6--,-----T-1 1--T�--1"----T...--, 1------1 IL r r $ r r r r 1 -1r r T-4--r--- -r 1 I I 1 1 1 I 1 I 1 I I 1 I i 1 E. I I I I 1 I I I I I I 16"--1D2"-1 1 I I 1 2" 2" 1 2" I 6"—(1)2"-4) 4'2" 2" 42°!c �jn— n 2"z --� --- 2"-- 2"- 4� 2n�� 2" �t' K 0 2"—+ L L L L L L DF UR UR oidfurLo '/� � � WCO 0 j2„ 2" -, /-+ = WC FD WC WC WC WC WC WC 2" �- SH 2"---a SH FD WC WC WC WC 1ST FLOOR wl 4 4 .- 4" -. 41 -. 4 .. 4 -- 4 :> Li" 4( .. 4 .. 4" Project I11 1.---1 Q ii-_-___ZI No: ZHK35000 : O —� Sheet Title o 4"- 4"- :4" 4"-•- 4"- 4„_ 41 4"- 4„ 4"- 4” 4„- 4" 4"- 4" RISER DIAGRAM a E, 0 r Original drawing Is 42 x 30. Do not scale contents of this drawing. O N co Sheet Number N- -6 P601 O r REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES SHEET INDEX -A- NIC NOT IN CONTRACT ANNOTATION VALVES 1. CONTRACTOR SHALL VERIFY EXISTING PIPING RUNS AND CONDITIONS WITH THE NEW WORK PRIOR NO. TITLE SCALE AFF ABOVE FINISHED FLOOR NO NORMALLY OPEN, NUMBER TO START. AFG ABOVE FINISHED GRADE NTS NOT TO SCALE qR AUTO AIR RELIEVE Faa1 FIRE PROTECTION COVER SHEET NONE TITLE MARK DETAIL VALVE 2. CONTRACTOR SHALL OBTAIN ALL PERMITS AND FILE ALL WORK INCLUDING HYDRAULIC CALCULATION F002 SPECIFICATIONS NONE TITLE - „ - 1'-O�r AHJ AUTHORITY HAVING -0- OR PLAN N0. - 1 WITH THE AUTHORITY HAVING JURISDICTION AND OWNERS INSURANCE CARRIER. F201 A FIRE PROTECTION PLAN -AREA A 118 JURISDICTION FP-201 SCALE: NTS t AUTOMATIC AIR OC ON CENTER �� FOUND IN FP-201 X VENT F201-B FIRE PROTECTION PLAN -AREA B 118" - 1'-0" W - ' ! AMERICAN NATIONAL 3. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO START OF WORK. ANSI STANDARDS INSTITUTE OD OUTSIDE DIAMETER F501 DETAILS NONE FARMERS ALARM PANEL OS&Y OPEN STEM AND YOKEDETAIL REFERENCE Al ANGLE VALVE AP Alk 4. SPRINKLER HEAD LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL REFLECTED CEILING OCCUPATIONAL SAFETY AND DETAIL N0. - 1 PLANS. AS AUTOMATIC SPRINKLER OSHA HEALTH ACT F 01 FOUND IN FP-501 161 BALL VALVE DRAININSURANCE ASD AUTOMATIC SPRINKLER DRAIN -P- 5. ALL SPRINKLER HEADS SHALL BE INSTALLED AT CENTER OF CEILING TILES. ASME AMERICAN SOCIETY OF PRV PRESSURE REDUCING VALVE SECTION MARK N CHECK VALVE MECHANICAL ENGINEERS 1 s SECTION N0. - 1 -_._____ 6. SCHEDULE DRAINDOWN OF EXISTING SPRINKLER SYSTEM WITH OWNER PRIOR TO START OF WORK. AMERICAN SOCIETY FOR PSI POUNDS PER SQUARE INCH FP-501 rtl ALARM CHECK VALVE ASTM TESTING & MATERIALS -R- �. FOUND IN FP-5D1 i 7. TESTING OF SPRINKLER AND STANDPIPE SYSTEM IN ACCORDANCE WITH NEPA AND LOCAL CITY Project BUILDING CODE. FARMERS HI LLSBORO AUTO AUTOMATIC (R) REMOVE EXISTING O SHEET KEYNOTE MISCELLANEOUS AUX AUXILIARY —__ - OFFICE RELOCATION REC RECESSED BACKFLOW 8. CONTRACTOR SHALL FILE AN APPLICATION FOR A "LETTER OF NO OBJECTION" WITH CITY FIRE AV ALARM VALVE REQD REQUIRED MA REVISION CLOUD BFP PREVENTOR DEPARTMENT FOR THE ALTERATION WORK INDICATING DETAILED SCOPE OF WORK, DATE AND TIME Prepared For AMERICAN WATER WORKS (DELTA 1) AND THE DURATION OF DISCONNECTION, AND TEMPORARY FIRE PROTECTION MEASURES TO BE AWWA REV REVISED, REVISION EC ENCLOSED SIGHT PROVIDED IN THE AFFECTED AREA. FARMERS INSURANCE ASSOCIATION -g RM ROOM —— inkDETAIL CONE TIGARD, OR RPZ REDUCED PRESSURE ZONEBOUNDARY B FIRE EXTINGUISHER 8FF BELOW FINISHED FLOOR ♦`—/ FP-201 Ci RV RELIEVE VALVE �r DETAIL NO. -2 . CABINET Contract No: 16.24752.00 BFG BELOW FINISHED GRADE _S- FIRST DETECTION BFP BACKFLOW PREVENTOR I EQUIPMENT TAG; 8 BELL AND LIGHT BLDG BUILDING SL SLEEVE AC DESIGNATION AC, FIRST DETECTION SP SPRINKLER, SPRINKLER PIPING ® DESIGNATION SHORN AND LIGHT -C- NUMBER 1-1 �-- --- COMBINED FIRE SP HD SPRINKLER HEAD 10 G1 FIRE HOSE CABINET CFSP STANDPIPE/SPRINKLER SQ FT SQUARE FEET I POINT OF I + q CLG CEILING STD STANDARD i CONNECTION FIRE HOSE VALVE WI 6-9 REDUCER CAP AND COL COLUMN STP STANDPIPE 1 POINT OF I CHAIN CONN CONNECT, CONNECTION -T- Q DISCONNECTION FIRE HOSE VALVE WI ® REDUCER ON RACK CP CHROME PLATED TS TAMPER SWITCH Helimuth, Obata + Kassabaum, Inc. FIRE PROTECTION LINES9530 Jefferson Boulevard CR CASING RELIEF VALVE TYP TYPICAL __. -_. _ __. 0 I FIXED AIR GAP Culver City, CA 90232 USA CTV CONTROL VALVE -U- NEW PIPING t +1 310 838 9555 f +1 310 838 9586 CV CHECK VALVE UL UNDERWRITERS LABORATORY . . FMT FLOW METER All reproduction&Intellectual property rights reserved 0 CVO CAPPED AND VALVED OUTLET UNO UNLESS NOTED OTHERWISE (E) EXISTING TO REMAIN 2015 _ FLOW SWITCH In Association with -D -V_ EXISTING TO BE (D) EXISTING TO BE DEMOLISHED VERT VERTICAL (D) DEMOLISHED © MANUAL PULL DCDA DOUBLE CHECK DETECTOR VO VALVED OUTLET STATION FITTINGS ASSEMBLY -W- GRAPHICAL ill DEMO DEMOLITION W/ WITH ANNUNCIATOR DIA DIAMETER 0 RISER MOTOR GROUP W/O WITHOUT __"........_..._._.._____ ® R.. .W DN DOWN WT WEIGHT C CAPPED OUTLET CONTROLLER DR DRAIN AmembercompanyofSHGroup Inc. OC OPEN SIGHT CONE WTR WATER _._._._______.._..___�.._____.._�._.... �_____ Syska Hennessy Group, Inc. DWG DRAWING CONCENTRIC _.__.__._. Suite 15330 N.05bash Ave. -E- WWP WORKING WATER PRESSURE ; REDUCER Q PRESSURE GAUGE Chicago, IL 0611 3560 -Z- ECCENTRIC Fax: 312. 88.3579 (E)/EX EXISTING TO REMAIN om ZCV ZONE CONTROL VALVE 1 REDUCER __-_ - PS PRESSURE SWITCH (ER) EXISTING TO RELOCATE 'T' III r EL ELEVATION iFLOW ORIFICE__w I PP PURGE PANEL Key Plan ELEC ELECTRIC 1 ELECTRICAL PIPING CONN - EQUIP EQUIPMENT `� j BOTTOM ® SIGHT GLASS -F- 0 PIPING CONN - UP (F) FUTURE - --- SMOKE DETECTOR °F FAHRENHEIT C PIPING CONN - DOWN ® SPRINKLER FLR. F FIRE SERVICE I CNTL. ASSEMBLY FCA o FLOOR CONTROL VALVE I I UNION SPRINKLER FLR. ASSEMBLY CNTL. ASSEMBLY FD FLOOR DRAIN ' ' 3 STRAINER WITH PRV I TEST MASTER FDC FIRE DEPARTMENT CONNECTION TEE Professional Seals I-11MODULE FE FIRE EXTINGUISHER THERMOMETER �sz .��� � l�s�� FEC FIRE EXTINGUISHER CABINET SPRINKLER HEADS LJ GAUGE ...c,.- a -- FH FIRE HYDRANT -.- WATER SPRAY 0 DO NOT ENTER FHC FIRE HOSE CABINET 4 l R WARN SIGNILIGHT ��'��''�o, '�,�- NOZZLE - — '� .VRECTION FHV FIRE HOSE VALVE - — —.---- WATER FLOW 8e� • LP—E-NDANT SPRINKLER SWITCH �N� L © FHVC FIRE HOSE VALVE CABINET • �- FLR FLOOR PENDANT ON DROP I WATER MOTOR WPM4/at Q I GONG No. Description Date FM FACTORY MUTUAL GLOBAL NIPPLE - 1 90%REVIEW June 26 2017 _ _ FP FIRE PROTECTION METAL FIRE SIDEWALL ® EXTINGUISHER 2 BID/PERMIT July 06 2017 FT FEET( FOOT SPRINKLER - " I FULLY SPRINKLERED SIDEWALL 0 -G- V SPRINKLER _ ' SPACE GAL GALLON ® { NON- SPRINKLERED _ T__...__.. ..__..... E SPACE E GALV GALVANIZED _Q 0 UPRIGHT SPRINKLER WET STANDPIPE GC GENERAL CONTRACTOR 46 i HOSE STATION (.9 GPM GALLONS PER MINUTEUPRIGHT SPRINKLER ' DRY STANDPIPE GV GATE VALVE � ION RISER NIPPLE � w HOSE STATION w — --.._._..._..._.__. = -H- w H HEIGHT ® WINDOW SPRINKLER o HCLG HUNG CEILING SPRINKLER WITH z GUARD o HDS HEADS w HORIZ HORIZONTAL FIRE DEPARTMENT CONNECTIONS o HVAC o HEATING, VENTILATION, &AIR FREESTANDING LU CONDITIONING ceSIAMESE CONN i l� HZ HERTZ SIAMESE E; -I- CONNECTION IN INCH UJ ? SINGLE CONNECTION l _ -J- QJC JANITORS CLOSET mi. FIRE PUMP o -M- ES MAX MAXIMUM FREESTANDING TEST M HEADER = MECH MECHANICAL INJwam WALL MOUNTED Project l MFR MANUFACTURER TEST HEADER No: ZHK35000 LU MIN MINIMUM OR MINUTE PUBLIC TWO OUTLET Sheet Title o MTD MOUNTED HYDRANT ao MOUNTING HEIGHT PUBLIC 2 OUTLET FIRE PROTECTION 2 MTGHT 0.-- WIPUMPER CONN COVER SHEET cL -N- HYDRANT co N NC NORMALLY CLOSED WALL TWO OUTLET 11 "' NATIONAL ELECTRICAL HYDRANT h NEMA _ C‘; MANUFACTURERS ASSOCIATION Original drawing is 42 x 30. Do not scale contents of this drawing. N Sheet Number co NATIONAL FIRE PROTECTION NEPA ASSOCIATION F001 m 0 a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT FIRE PROTECTION SPECIFICATIONS FIRE PROTECTION SPECIFICATION: .4111°11:,A 1.00 GENERAL 1.05 DEMOLITION 2.03 PIPE AND FITTINGS sna 1.01 PRINCIPAL WORK IN THIS SECTION A. IN DEMOLITION WORK, UNUSED PIPING SHALL NOT BE ABANDONED'IN PLACE. A. PIPE: i A R R S PIPING SHALL BE REMOVED BACK TO SOURCE OR POINT OF DISCHARGE,AND THE A. SPRINKLER SYSTEM. RESULTING OPENINGS PLUGGED OR CONNECTED TO. 1. STANDARD WEIGHT SCHEDULE 40 STEEL PIPE, SEAMLESS OR WELDED MILD 1.02 QUALITY ASSURANCE STEEL,ASTM A-120, A-135 OR A-53 FOR STANDPIPE AND SPRINKLER SUPPLY INSURANCE B. DISCONNECT, REMOVE AND CAP OR PLUG EXISTING UNUSED PIPING AS NOTED PIPING. OR REQUIRED TO PERMIT NEW INSTALLATION. A. PROVIDE WORKMANSHIP OF HIGHEST GRADE. INSTALL ALL PIPING AND 2. SCHEDULE 10 STEEL PIPE MAY BE USED FOR SPRINKLER SYSTEM DIAMETERS SPRINKLER HEADS IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS, C. THE CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING UNUSED 2-112" IN. AND LARGER WITH WALL THICKNESS IN ACCORDANCE WITH NFPA 13- REQUIREMENTS OF NFPA-13 2007, TIGARD FIRE DEPARTMENT, OWNER'S INSURANCE PIPING WITHOUT INTERRUPTING EXISTING REQUIRED FUNCTIONING SYSTEMS. 2007. THREADED OR CUT GROOVED CONNECTIONS NOT PERMITTED FOR THIS UNDERWRITERS AND TIGARD BUILDING CODE. PIPE. Project D.ALL EXISTING PIPING REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER B. FITTINGS: B.ALL MATERIAL, FIRE PROTECTION ITEMS, ETC., SHALL BE NEW AND BEST OF ITS AND SHALL BE DISPOSED OF BY THIS CONTRACTOR AS DIRECTED BY THE OWNER. FARMERS H I L LS BO RO KIND, UNLESS OTHERWISE NOTED. 1. CAST IRON THREADED: STANDARD WEIGHT, EXCEPT AS NOTED, ANSI 6- 1.06 WORK NOT INCLUDED: 16.4. OFFICE RELOCATION C. TYPE AND SIZE OF MATERIALS APPROVED BY LOCAL FIRE DEPARTMENT, NFPA A. FINISHED PATCHING. AND OWNER'S INSURANCE UNDERWRITERS. 2. CAST IRON FLANGED FITTINGS AND FLANGES: STANDARD WEIGHT, EXCEPT AS 1.07 PHASING NOTED, ANSI B-16.3. Prepared For D. SYSTEM AS INSTALLED SHALL MEET REQUIREMENTS OF LOCAL AUTHORITIES A. CONTRACTOR SHALL SUBMIT A FIRE PROTECTION PHASING SCHEDULE UPON FARMERS INSURANCE HAVING JURISDICTION AND OWNER'S INSURANCE UNDERWRITERS AND RECEIVE AWARD OF CONTRACT TO BE APPROVED BY THE ENGINEER, CONSTRUCTION 3. MALLEABLE IRON: THREADED AND BANDED, STANDARD WEIGHT, EXCEPT AS APPROVAL OF SAME BEFORE FINAL PAYMENT. MANAGER AND OWNER. NOTED, ANSI B-16.3. TIGARD, OR E. PROVIDE ALL NECESSARY SUPPORTS, AND THAT ARE B. AT NO TIME SHALL THE BUILDING BE WITHOUT FIRE PROTECTION EXCEPT IN 4. GROOVED END MALLEABLE IRON FITTINGS AND COUPLINGS WITH APPROPRIATE REQUIRED FOR THE INSTALLATIONRYSUP OF PIPEPWORKFITTINGS COORDINATEDATAWITH ALL OTHER AREAS OF NEW WORK. IF WATER IS TO BE TURNED OFF, THEN TEMPORARY PIPING PRESSURE RATING, SIMILAR TO VICTAULIC: SUBJECT TO REVIEW BY THE ENGINEER. Contract No: 16.24752.00 TRADES AND THE EXISTING STRUCTURE. DRAWINGS ARE DIAGRAMMATIC AND IS TO BE INSTALLED AS REQUIRED OR A FIRE WATCHMAN SHALL BE PROVIDED, INDICATE GENERAL ARRANGEMENT OF PIPING. 5. REDUCERS AND INCREASERS: OF THE TAPERED TYPE. NO BUSHINGS SHALL C. REMOVAL OF EXISTING PIPING SHALL BE DONE IN A SATISFACTORY MANNER TO BE PERMITTED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. F. THIS CONTRACTOR SHALL CONFIRM SIZES AND LOCATIONS OF ALL EXISTING THE ENGINEER AND COORDINATED WITH THE GENERAL CONSTRUCTION SECTION. PIPING TO BE CONNECTED TO PRIOR TO START OF WORK. D. WORK AREA SHALL BE CLEANED UP AND BROOM SWEPT AT THE END OF EACH 6. CONNECTIONS TO EXISTING PIPING MAY BE MALLEABLE IRON OR WORK DAY. DUCTILE IRON MECHANICAL T-OUTLETS, SIMILAR TO VICTAULIC STYLE 920. G. CONNECTIONS TO EXISTING WORK: SHALL BE AT ODD HOURS TO INSURE MINIMUM INTERFERENCE WITH REGULAR OPERATION OF EXISTING FACILITIES. ALL 2.00 PRODUCTS C. DISSIMILAR METALS: PIPING RUN IN OTHER TENANTS'AREAS SHALL BE COORDINATED WITH THAT TENANT, INSTALLED ON OVERTIME AND AT TIMES CONVENIENT TO TENANT 2.01 BASE BID MANUFACTURERS 1. PROVIDE BRASS OR COPPER PIPING CONNECTED TO GALVANIZED PIPE AND FOR AFFECTED. ALL WORK SPACE SHALL BE CLEANED AND RESTORED TO ITS THE FOLLOWING IS A LIST OF BASE BID MANUFACTURERS: ANY OTHER DISSIMILAR METALS WITH DIELECTRIC FITTINGS. ORIGINAL CONDITION. OBTAIN APPROVAL OF BUILDING MANAGEMENT PRIOR TO INSPECTION SHUTDOWN OR COMMENCING WORK. A. PIPING: BERGER, WHEATLAND TUBE CO., NORTHWEST PIPE&CASING CO., 2.04 SPRINKLER HEADS LACLEDE STEEL. H. VERIFY ALL GOVERNING DIMENSIONS IN THE BUILDING. B. FITTINGS: WARD FITTINGS, VICTAULIC, GRINNELL AND STAR PIPE PRODUCTS, INC. A. ALL SPRINKLER HEADS SHALL BE NEW. ALL NEW SPRINKLER HEADS SHALL BE I. CAREFULLY EXAMINE EXISTING CONDITIONS BEFORE SUBMITTING PROPOSAL. APPROVED BUILDING STANDARD. Hellmuth, Obata + Kassabaum, Inc. COORDINATE ALL WORK TO MINIMIZE INTERFERENCE WITH EXISTING AND NEW C. SPRINKLER HEADS: GRINNELL, VIKING, TYCO, RELIABLE, STARR AND VICTAULIC. 9530 Jefferson Boulevard FACILITIES. B. IN THE FINISHED CEILING AREAS, SPRINKLERS SHALL MATCH EXISTING (MAKE, Culver City, CA 90232 USA D. HANGERS AND SUPPORTS: HILTI PER BUILDING STANDARD. MODEL, MANUFACTURER, RESPONSE TYPE, FINISH AND TEMPERATURE t +1 310 838 9555 f +1 310 838 9586 J. SUBMISSION OF PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT REQUIRED RATING). WHERE TENANT SPACE HAS EXISTING UPRIGHT SPRINKLERS, THE EXAMINATION OF FIELD CONDITIONS AND CONTRACT DRAWINGS HAS BEEN MADE. NEW UPRIGHT SPRINKLERS SHALL MATCH EXISTING UPRIGHT SPRINKLERS LATER CLAIMS FOR EXTRA LABOR, EQUIPMENT AND MATERIALS REQUIRED DUE TO 2.02 GENERAL ITEMS (MAKE, MODEL, MANUFACTURER, RESPONSE TYPE, FINISH AND TEMPERATURE All reproduction&intellectual property rights reserved(5) DIFFICULTIES, WHICH COULD HAVE BEEN FORESEEN,WILL NOT BE RECOGNIZED. RATING). ONLY NEW SPRINKLERS SHALL BE USED. SPRINKLERS SHALL BE 2015 A. ESCUTCHEONS LISTED FOR THE MAXIMUM SYSTEM PRESSURE BUT NOT LESS THAN 175 PSI. In Association with K. PROVIDE ONE YEAR GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND PROVIDE HIGH PRESSURE RATED SPRINKLERS WHERE THE MAXIMUM SYSTEM MATERIALS. 1. PROVIDE EXPOSED PIPES WITH APPROVED TYPE, SINGLE PIECE, CAST BRASS OR PRESSURE EXCEEDS 175 PSI. ACCEPTABLE MANUFACTURERS OF THE CAST IRON ESCUTCHEONS, FIRMLY HELD IN PLACE. SPRINKLERS ARE VIKING, RELIABLE, TYCO,AND VICTAULIC. 1.03 SUBMITTALS 2. PROVIDE PENDANT SPRINKLER HEADS WITH SPECIAL TYPE CHROME PLATED C. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SPRINKLER LOCATIONS1111 A. PROVIDE FOUR (4) COPIES OF SUBMITTAL MATERIAL ESCUTCHEONS, FIRMLY HELD IN PLACE. WITH THE ARCHITECT'S REFLECTED CEILING PLANS. SPRINKLER LOCATION ON a THE SHOP DRAWINGS ARE SUBJECT TO APPROVAL BY THE ARCHITECT. B. IF THIS CONTRACTOR SUBMITS SHOP DRAWINGS OF SPECIFIED ITEMS AS LISTED B. VALVE TAGS AND CHARTS: PROVIDE 2 IN. SQUARE, 18 GAUGE ALUMINUM WITH SYSICA HENNESSY IN THIS SPECIFICATION, THEN THE SHOP DRAWINGS SHALL BE SUBMITTED FOR STAMPED NUMBERED TAGS, FILL IN WITH BLACK PAINT. PROVIDE ON CONTROL D. SPRINKLER SHALL BE PLACED IN THE CENTERLINE OF TILES IN BOTH RECORD ONLY. DIRECTIONS, UNLESS SHOWN OTHERWISE. GROUP VALVES. FASTEN WITH BRASS HOOKS. PROVIDE FRAMED CHART LISTING OPERATION, LOCATION AND PURPOSE OF VALVES. COORDINATE WITH EXISTING Amember company oFSHGroup.Inc C. IF THIS CONTRACTOR ELECTS TO USE MANUFACTURERS OTHER THAN LISTED IN BUILDING VALVE CHART. E. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE MAKE Syska Hennessy Group,Inc. THE SPECIFICATION, THE FOLLOWING IS REQUIRED AND MODEL OF EXISTING SPRINKLERS, CONTRACTOR SHALL REMOVE ANY 330 N.Wabash Ave. 1. PROVIDE FOR HYDRAULICALLY CALCULATED SYSTEMS: EXISTING SPRINKLERS WHICH ARE SUBJECT TO RECALL AND REPLACE WITH Suite 1505 1. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL SUBMIT A LIST OF NEW SPRINKLERS AS SPECIFIED ABOVE. THE CHARACTERISTICS(ORFICE SIZE, Chicago, IL 60611 MANUFACTURE SUBSTITUTIONS, FOR REVIEW AND ACCEPTANCE. SUBSTITUTION WILL A. PERMANENTLY ATTACHED NAMEPLATE INDICATING THE LOCATION(S)AND THE TEMPERATURE RATING, STYLE, RESPONSE TYPE AND FINISH)OF THE NEW Tel:312.588.3560 NOT BE ACCEPTED AT ANY OTHER TIME. BASIS OF DESIGN(S), DISCHARGE DENSITY(IES) OVER DESIGNED AREA(S)OF SPRINKLERS SHALL MATCH THE CHARACTERISTICS OF THE EXISTING Fax:312.588.3579 DISCHARGE, INCLUDING GALLONS PER MINUTE AND RESIDUAL PRESSURE DEMAND SPRINKLERS BEING REPLACED. www.syska.com 2. AFTER VERIFYING ALL FIELD CONDITIONS THIS CONTRACTOR SHALL SUBMIT SHOP AT BASE OF RISER SUPPLIED Y THE SPRINKLER PIPING. SUCH NAMEPLATES DRAWINGS FOR REVIEW AND APPROVAL. SHALL BE PLACED AT THE CONTROLLING SHUT-OFF VALVE, FOR THE SYSTEM F. SPRINKLERS WITH 0-RINGS ARE NOT ACCEPTABLE. 3. AT THE TIME OF EACH SUBMISSION, THIS CONTRACTOR IS TO IDENTIFY ANY CONTAINING THE HYDRAULICALLY DESIGNED LAYOUT. G. MAINTAIN A MINIMUM CLEARANCE OF 18"OR GRATER BETWEEN SPRINKLER DEVIATION BY'CLOUDING' ON SHOP DRAWINGS. C. SLEEVES: PROVIDE NO. 22 USSG GALVANIZED STEEL SLEEVES EXTENDED DEFLECTORS AND THE TOP OF STORAGE. Key Plan 4. SUBMIT THE FOLLOWING: THROUGH CONSTRUCTION IN CEILINGS, WALLS AND PARTITIONS. FIREPROOF BY 2.05 FIRE EXTINGUISHERS SEALING ALL SLEEVES IN ACCORDANCE WITH BUILDING CODE, U.L. FIRE RESISTANCE A. PIPE AND FITTINGS. RATING AND FIRE DEPARTMENT REQUIREMENTS. SLEEVES SIMILAR TO F&W MFG. A. INSTALLATION AND PLACEMENT OF FIRE EXTINGUISHERS SHALL CORP. FIG. NO. 202. CONFORM TO THE REQUIREMENTS OF NFPA-10 AND THE REQUIREMENTS OF THE TIGARD FIRE DEPARTMENT. B. SUPPORTS. 1. SUBMIT METHOD AND MATERIAL TO ENGINEER FOR RECORD. B. CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ALL FIRE C. SPRINKLER HEADS. D. HANGERS AND PIPING SUPPORTS: EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS WITH THE ARCHITECT. D. SLEEVES. 1. SUPPORT MATERIALS: GALVANIZED STEEL. C. FIRE EXTINGUISHER: 1.04 SCOPE OF WORK 2. SUPPORT PIPING AT A DISTANCE AS REQUIRED BY CODE, EXCEPT SUPPORT HORIZONTAL PIPING AT LEAST EVERY 12 FT. NO BRANCHES 2 FT. OR LONGER 1. FEC: PROVIDE CABINET MOUNTED DRY CHEMICAL FIRE EXTINGUISHER A. PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT AND CONTRACTOR'S WITHOUT SUPPORT. IN THE SPACE WHERE INDICATED ON THE DRAWINGS. DRY CHEMICAL SERVICES NECESSARY OR REQUIRED FOR COMPLETE, SAFE INSTALLATION OF FIRE FIRE EXTINGUISHER SHALL BE EQUAL TO POTTER ROEMER MODEL PROTECTION WORK IN FULL CONFORMANCE WITH REQUIREMENTS OF ALL 3. ALL PIPING SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. PIPE 3010, 10 POUND PRESSURIZED EXTINGUISHER WITH UL RATING OF Professional Seals AUTHORITIES HAVING JURISDICTION; ALL AS INDICATED ON THE DRAWINGS AND/OR SUPPORTED FROM PIPE, CHAIN, STRAP, PERFORATED BAR, OR WIRE HANGERS ARE 4A:80B:C. PROVIDE RECESSED-TYPE FIRE EXTINGUISHER CABINET. �tGC3 PRQpFS HEREIN SPECIFIED INCLUDING THE FOLLOWING: NOT PERMITTED. VERIFY CABINET FINISH AND LETTERING WITH ARCHITECT. s 'Nci1NE /0 4. PIPING 2 IN. OR LESS PROVIDE ELECTROPLATED SOLID BAND HANGERS, 2. WALL MOUNTED FIRE EXTINGUISHER: PROVIDE WALL MOUNTED DRY . >• cu°' E 1. FIRE PROTECTION SYSTEMS INCLUDING CONNECTIONS TO EXISTING PIPING AND GRINNELL AUTO-GRIP ADJUSTABLE SWIVEL RING FIG. 70. CHEMICAL FIRE EXTINGUISHER IN THE PRINTER AREAS WHERE EQUIPMENT. INDICTED ON THE DRAWINGS. DRY CHEMICAL FIRE EXTINGUISHER 10"` 2. ADDING AND RELOCATING SPRINKLER HEADS. 5. FOR HORIZONTAL PIPING 2-1/2 INCH AND LARGER, PROVIDE GALVANIZED SHALL BE EQUAL TO POTTER ROEMER MODEL 3020, 20 POUND -' oJ 'CLEVIS' HANGER, EQUAL TO ANVIL INTERNATIONAL NO. 260. PRESSURIZED EXTINGUISHER WITH UL RATING OF 20A:120B:C. PROVIDE 9 ip 3. CORE DRILLING, ROUGH CUTTING AND PATCHING. 6. SUSPEND HANGERS FROM EXPANSION ANCHORS IN SOLID CONCRETE SLABS, WITH WALL MOUNTING BRACKET. �j417EL R��' 4. SHOP DRAWINGS. SIMILAR TO H1LTI HDI OR FROM EXISTING STRUCTURAL STEEL WITH BEAM CLAMPS D. PROVIDE FIRE EXTINGUISHER SIGNAGE MOUNTED ABOVE THE FIRE ..14/a SIMILAR TO GRINNELL NO. 61, 87, 131 AND 225. EXTINGUISHER, LOCATED 80"ABOVE FINISHED FLOOR. SIGNAGE EXPIRES: 5. HYDRAULIC CALCULATIONS SIGNED AND SEALED BY CONTRACTOR'S SHALL BE EQUAL TO SAFETY MEDIA INC. COMMERCIAL SAFETY No. Description Date 7. PROVIDE RODS SIZED FOR PIPE SUPPORTED AND LOCK HANGER IN PLACE WITH PRODUCTS 3-D FIRE EXTINGUISHER SIGN MODEL SI57E2, 5"WIDE BY 6" PROFESSIONAL ENGINEER. DOUBLE NUTS. HIGH (EACH SIDE), PLASTIC, 3-D ANGLE MOUNT, FLUSH SIDE PANELS 1 90%REVIEW June 26 2017 EQUIPPED WITH HOLES FOR MOUNTING. 2 BID/PERMIT July 062017 6. TESTING, FILING AND FEES 8. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING HANGER RODS 7. CADD AS-BUILT DRAWINGS. IN REQUIRED LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND E. PROVIDE FIRE EXTINGUISHER S1GNAGE MOUNTED ABOVE THE FIRE REVIEWED. EXTINGUISHER CABINET OR COMBINATION FIRE EXTINGUISHER/FIRE HOSE CABINET, LOCATED 80"ABOVE FINISHED FLOOR. SIGNAGE SHALL E. LABELING BE EQUAL TO SAFETY MEDIA INC. COMMERCIAL SAFETY PRODUCTS 3-D FIRE EXTINGUISHER SIGN MODEL SI57E, 5"WIDE BY 6"HIGH (EACH SIDE), 1. PROVIDE ON MAIN PIPING IN OR AT CEILING, 10 FT. ON CENTERS, INDICATING PLASTIC, 3-D ANGLE MOUNT, FLUSH SIDE PANELS EQUIPPED WITH SYSTEM, SIZE AND DIRECTION OF FLOW, SETMARK SNA TYPE. ADHESIVE TYPE HOLES FOR MOUNTING. MARKERS WILL NOT BE PERMITTED. 2. PAINT EXPOSED PIPING, EQUIPMENT AND APPURTENANCES RED. 3.00 EXECUTION 3.01 TESTS A. TEST ENTIRE SYSTEM PIPING HYDROSTATICALLY FOR ONE HOUR AT 200 PSI -Q- OR AT 50 PSI ABOVE MAXIMUM WORKING PRESSURE, WHICHEVER IS GREATER (7 AND IN ACCORDANCE WITH ALL REQUIREMENTS OF LOCAL BUILDING CODE. z 0 U W o_ Cr) N O LL Cn I- LLI Cf) D U 0 co w No: ZHK35000 Project � O Sheet Title SPECIFICATIONS (r1 Original drawing is 42 x 30. Do not scale contents of this drawing. N CD Sheet Number F002ti O O E REFERENCE ONLY NOT APPROVED WITH THIS PERMIT H to 0 40 10 ,E3,,,„114111 :_x ----_ FARMERS '' .... 1 ""'. 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I ���� I 1 _ �� 1 I I I �� � : ''� Helimuth, Obata + Kassabaum, Inc. i / 1 3 ( 11 — - U D D "„,, _4 D D a D1 ' x' • • I w .� 9530 Jefferson Boulevard 'NC"""I.” - ms { { •i , ,, G M ,,G I k ��, .. r r INAIIIIIKIG Culver City, CA 90232 USA 1 Y.. i tl ma, � ■ I k 4 la �1'1I I I , I al „ ' t +1 310 838 9555 f +1 310 838 9586 . = 1111111111111111111111111111,1 4601 ' r.fr ° 16101111111111 r t '' Ell 111111111111111 ., p , a d • II RIM milm a 0 , ._ , 7 All reproduction&intellectual property rights reserved 1 iI 1I Ii F t i4161.�'„ MIIIIIIIIIIIIIIIINII I = 2015 JJ i i k i � 1111 ;� In Association with I i ISI { i { I i f 1 { D D "j..11111 L71 ISM IIIIII 111111111111111111111111111Mal IIII D D I t►' G D 0 D "Er WM O111111 11111111111111 - 0 1111 1111 11 F _ 11111 IIIIII RIP MEM III 1 .11111111011111111 al 1i k � ,� 1.1011111111 1 IIIIIIAw■IF ( IiNI!iIi •s� Irr.� I _ _ - - a • oMI= Po ( Pr o { is I i {. . 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AREA A I 1.5i ,,0 9t-a° I0 AREA A A rra ,�� AREA BMEW =, EL R D U REA B I k k i i i mil 1RES:444(afr m�� ins • =� �' I I • t(------: - ot -rp ��� � � I �i I1 I♦ bwMil i r1. No. DescriptionDateJAI�1. GL�O ■ • I !• �� (�� .�.` lili .1 �1J�j�j t1 90%REVIEWJune 26 2017 t i wy ... iS I I � ��a/�� � , L I kv i , liddrE--- Airiiiirringicoetrznayniiiii:ro .� I 2 81131PERMIT- July 06 2017 20 AMP DED .s..r.�rlrr «lt.....II WHIM - �_�. �� E ELEC. RM. QUAD OUTLETS s '�` MDF I ! -: it N E I I 122swami i I € •N i •N "�E n , . �, _ . -0"i r€ ., ... . I RD �D .,D North North E2 CD FIRE PROTECTION PLAN - MEZZANINE FIRE PROTECTION PLAN -AREA A 1/8"=1'-0" Cr) 118"= 1'0" 0 8' 16' 1111 — (D 0 z a Z 0 I= 0 w I- 0 CCa w 1Ct 0 CV IL CO I— w w CO 0 Q 0 CD SHEET NOTES 0 SHEET KEYNOTES N 1. DRAWINGS ARE DIAGRAMMATIC IN COORDINATED WITH ARCHITECT. 1. PROVIDE UPRIGHT SPRINKLER HEADS NFPA REQUIREMENTS. ALL DROP, _ wl NATURE. CONTRACTOR SHALL PER LOCAL BUILDING CODE AND NFPA CLOUD TYPE CEILINGS SHALL BE Project ZHK3s000 w VERIFY ALL EXISTING CONDITIONS IN STANDARDS IN THE OPEN TO DECK PROVIDED WITH SPRINKLERS o THE FIELD. STRUCTURE AREAS. VERIFY FINAL INSTALLED ABOVE AND BELOW PER Sheet Title LOCATION WITH ARCHITECTURAL NFPA 13 REQUIREMENTS. FIRE PROTECTION et)- 2. EXISTING UPRIGHT SPRINKLERS TO CEILING PLAN, STRUCTURAL CONTRACTOR SHALL COMPLY WITH BE REMOVED OR RELOCATED AS MEMBERS, AND MECHANICAL NFPA 13 RULES FOR OBSTRUCTIONS PLAN - AREA A 00 REQUIRED TO COORDINATE WITH EQUIPMENT/DUCTWORK. IN AREAS OF OPEN CEILING 9. NEW CEILING LAYOUT. PROVIDE CONTRACTOR SHALL COORDINATE CONSTRUCTION. co NEW UPRIGHT SPRINKLER HEADS ALL SPRINKLER BRANCH PIPING AND N.- AS REQUIRED PER NFPA 13 SPRINKLERS WITH DUCTWORK AND Original drawing Is 42 x 30. Do not scale contents of this drawing. CV REQUIREMENTS. CONDUIT IN OPEN CEILING AREAS Sheet Number THAT ARE GREATER THAN 48" IN F20 1 _A a, 3. FINAL LOCATION OF ALL FIRE WIDTH AND PROVIDE ADDITIONAL ET. EXTINGUISHERS TO BE SPRINKLERS ABOVE AND BELOW PER REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ... : S6: FARMERS . INSURANCE Project I 1 ! 1 - q - - i 1 l FARMERS H I LLSBORO rIP , , 9 ._ . - - OFFICE RELOCATION I MOTI tER UNISE LARGE CONI=. LARGE CON . l41 - -_ - e Prepared For Li i I El ROOM RESTROOt1 � ! . i_ F ., 1 � � .r , , e AREAA O AREAA FARMERS INSURANCE TIGARD, OR AREA B M _ B ismilmtmesuunal =1111111111 ,i ! ! 1 �rk ;�:,� Apo � li ! • ��► • - ! ! ! Contract No: 16.24752.00 i ill .•. JAN. C O . .e �.,,, ,,,,�, 1 — men i NI 1141 1 JAN] r �, CR 11111100 t2-14 1 .dlfrAkratttdtr4*11EZt.r -I -mill 20 AMP DED ..�, EX. ELEC. RM. ar Air ! ! QUAD OUTLETS '• MDF 1 l� t� f E ! 122 ,...au NT t 3 i 7, D D ,_ A ‘s:ooryir, 7 u c EL,*211": inostria , NceLe____ /".,,,-\\r N (.2 i e .401..J - , III D D 1 .,. ,1: F -D 0 bilk .1 I 1 1 V er,,A2110 In= GE_3._ --, __ell - s 'EC I + q , ll I , ,, , a_ ,..., _ $111ki a v\i•,,iii- • , -to .2 L I ,....# ...NI i$:: :ra. • - — I i . _ v _ , 61111111J111111111 rzJ [QED QUAD OUTLET0 rr 92AFFirr 11 lit ill iti • inka MEN'S•" ' 6,3 E I ! D, -D D D il D Hellmuth, Obata + Kassabaum, Inc. "P r mamma 111.4,01 9530 Jefferson Boulevard 20 AMP I--� A •.� Culver City, CA 90232 USA I Ad4 1� y /num e.'" _ - IMO t +1 310 83$ 9555 f +1 310 83$ 9586 12i 1 HALLWAY ! ! a- ., All reproduction&Intellectual property rights reserved 0 I ! 2015 611; — — — --- mr.-_,,;,-i,.; - —— e'- — - —- —- - -if - t- ( 146 ( ! ! +� I I In Association with F ,_, ___ __.7.. 1 MULTI- E F i 4" PURPIOSEill' ! , Ii , " - ill W M 3 3Q ire I -„�e,�rr a .1m t C f ditivii k i l �, I n VI , 111111111it NMI _ r , , - - ! o AIM lul r!� �rrr� -i ;I ` ' .4 4I ..,FSA. _ 4Ta }� f • �.: \�/ f�4.%tel/I14 irma .► �/ i /. „ M1211111111 t 4.0N 'j GROUP ! ! -,IIIII„Pr�r:yrngr �C�Ilrsrs ' �� s i � '��- lll�wlwwu� � � PillMIMI ? k i A member company of SH Group.Inc. - 111111111111111VM In ea III II • phi Cl o on i:: 8 .s.. r d :1‘\!'llihl- 11� Wel II � .3.�f .. • I • • '” i ...e, 330 N.Wabash Ave. p, Mill �� S ska Hennes Group,Inc. -• III OHIO! iffil 111110111111111111 Illp 11111111111111101111111 �uit mill ��r,e I ill I III�,� F N N N E ►� �i ► Suite 15Q5 ! i1_. tollirms � �� ,�, T �13=4 � w�1111711111 11111111111111114111111111111 B IN , Fax:312.588.3579 11111111111111111011111111111 �= cp WOM `r li, , c —_ _ www.syska.cam � € .���� O�� �m �,`� : ;�. �. LOC IRTai •CI _ N'S ' •N EN'S. SC.-11._ ,WOME S „MIMI 11111K3 Mk I 111 ■�� M � - �� �R -- tLOMA 111111 r r, MEI MI Ur. 7771 117 MD Ilrisou ION . MIN Mira= i:3 �..32 ® ���� f�I �/ , Key Plan o MN 1111111111111111111111111111111111111.11. ® RAIN1St �r,F 12-''' � 111111111111111111 N 11�� 111 Ct �i 11 II I � ..�,., ter. C NM= MINI Mill I 114-t .r. ■ 111111M11111111117 E1111111113 IIIN & 1111W"----1111.116"- wa+i III MINIM 1101.11.1 1111161.11111111111111011AMSIONIMOMMEMIEME. 111111.11111.11111 111 N : ill MN III II 11111130111 A.,;A.,`,A;A:,,,/AIA".A.A.WAMMWNMIMMlrAlgAel 1111111111 111Millailar IF arldrial 111=1111 AR 1111101 MIEN IIIII 111111.111.... . m 1 o I CR immumoniftim „ mmuniummnimemai ' ME 111111111, 111111 NM. • uulor 11a 111111 MI 11111 111411111 =bps • ..a, . • . ammaimuim Num /A 1111111101111 4 111111111111 103',.*.A. 11111111111111111 ' .1.,: mocicram Imo ii i _ IRM iitill : El :r r■r+r . T_ , • El gli ‘ ,,,, f ! ! IF ! 1 ! I EXISTING INCOMING WATER SERVICE Professional Seals tO PR Ort tom 'N . sea 4,1 • OREGON ' 0 9 If; .. eNorth ��iet RO' FIRE PROTECTION PLAN -AREA B U) 118"= i'-0" IE : 4/7/el No. Description Date 1 90%REVIEW June 26 2017 O 8' 16' r �` 2 BID/PERMIT July 06 2017 w l E CD g a Z 0 H 0 w 1- 0 w 1 0 N Lt_ Cl) i- Lu w 2 co 0 Q U 0 Q SHEET NOTES O SHEET KEYNOTES Q io M 1. DRAWINGS ARE DIAGRAMMATIC IN COORDINATED WITH ARCHITECT. 1. PROVIDE UPRIGHT SPRINKLER HEADS NFPA REQUIREMENTS. ALL DROP, wl NATURE. CONTRACTOR SHALL PER LOCAL BUILDING CODE AND NFPA CLOUD TYPE CEILINGS SHALL BE Pro Poject ZHK35000 Lu VERIFY ALL EXISTING CONDITIONS IN STANDARDS IN THE OPEN TO DECK PROVIDED WITH SPRINKLERS 2 THE FIELD. STRUCTURE AREAS. VERIFY FINAL INSTALLED ABOVE AND BELOW PER Sheet Title o LOCATION WITH ARCHITECTURAL NFPA 13 REQUIREMENTS. FI RE PROTECTION 2. EXISTING UPRIGHT SPRINKLERS TO CEILING PLAN, STRUCTURAL CONTRACTOR SHALL COMPLY WITH BE REMOVED OR RELOCATED AS MEMBERS, AND MECHANICAL NFPA 13 RULES FOR OBSTRUCTIONS PLAN - AREA B M REQUIRED TO COORDINATE WITH EQUIPMENT/DUCTWORK. IN AREAS OF OPEN CEILING 4 NEW CEILING LAYOUT. PROVIDE CONTRACTOR SHALL COORDINATE CONSTRUCTION. CO NEW UPRIGHT SPRINKLER HEADS ALL SPRINKLER BRANCH PIPING AND AS REQUIRED PER NFPA 13 SPRINKLERS WITH DUCTWORK AND 2. EXISTING SPRINKLERS TO REMAIN. Original drawing is 42 x 30. Do not scale contents of this drawing. a REQUIREMENTS. CONDUIT IN OPEN CEILING AREAS Sheet Number cc N. THAT ARE GREATER THAN 48" IN 3. PROVIDE CORROSION RESISTANT F201 _ B 0 3. FINAL LOCATION OF ALL FIRE WIDTH AND PROVIDE ADDITIONAL SPRINKLER IN SHOWER. a EXTINGUISHERS TO BE SPRINKLERS ABOVE AND BELOW PER REFERENCE ONLY NOT APPROVED WITH TI-IIS PERMIT rmi, —_-_-- , A s%, FARMERS INSURANCE Project FARMERS HILLSBORO OFFICE RELOCATION Prepared For FARMERS INSURANCE TIGARD, OR Contract No: 16.24752.00 SPRINKLER PROVIDE TEE FITTING FOR DRY DEFLECTOR TYPE SPRINKLER HEAD ri!J] UPRIGHT ?: SPRINKLER �r� D, REDUCER I ' l '� -- + 1" 1" - 1" DROP NIPPLE NIPPLE NIPPLE Hellmuth, Obata + Kassabaum, Inc. 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 All reproduction&intellectual property rights reserved PIM 1" BRANCH 1" BRANCH ^ 2015 ;; TEE TEE � l 1 In Association with `J ! 'fI' REDUCER BRANCH PENDENT SPRINKLER BRANCH PIPE FINISHED CEILING ,��'l�, (OF TYPE SPECIFIED) PIPE 61110 SPRINKLER SYSKASY UPRIGHT CONCEALED COVERPLATE GROUP A member company of SH Group,Inc. Syska Hennessy Group,Inc. 330 N.Wabash Ave. Suite 1505 SCALE: NONE Chicago, IL 60611 Tel:312.588.3560 SPRINKLER CONNECTION _3 Fax:312.588.3579 www.syska.com 1" ARM-OVER EXISTING SPRINKLERS SHALL BE REMOVED Key Plan AND REPLACED WITH NEW CONCEALED PENDENT TYPE SPRINKLERS AT NEW LOCATION (EACH SPRINKLER BRANCH OUTLET Ns, BRANCH LINE SHALL SUPPLY NO MORE THAN TWO (2) SPRINKLERS) ESCUTCHEON 4it‘p* TERMINATE SLEEVE FLUSH WITH FINISHED r 1 Ni .� WALL SURFACES STANDARD WEIGHT STEEL PIPE 4SEAL OR CAULK SLEEVE 1 \ I SLEEVE OF SIZE TO PASS PIPE. 4 THRU FIRE WALLS IN A 7 EQUAL DISTANCE SMOKE TIGHT MANNERli°1°51I- FINISHED ESCUTCHEON PLATE FLUSH PIPE TO BE CENTERED IN riame AGAINST WALL AND OF SIZE TO Professional Seals EQUAL DISTANCE cr SLEEVE- DO NOT SUPPORT COMPLETELY COVER OPENING 00 P+R0 ,� i° DETAIL NOTES: PIPE FROM SLEEVE FINISHED WALL SURFACE ��' • CONCEALED PIPING PIPING EXPOSED TO VIEW 1. ALL SPRINKLER HEADS SHALL BE MOUNTED IN s!`� CENTER OF SUSPENDED CEILING TILE. INTERIOR WALLS 14::ORES ti 43 2. IF THE MAXIMUM PRESSURE AT THE SPRINKLER ER %%)_, eEXCEEDS 100 PSI, THE UNSUPPORTED LENGTH �EL ROS BETWEEN THE END SPRINKLER IN A PENDANT Ems: f/yer POSITION OR DROP NIPPLE OR ARM-OVER AND THE LAST HANGER ON THE BRANCH LINE SHALL No. Description Date 1 90%REVIEW June 26 2017 NOT BE GREATER THAN 12 INCHES. 2 BID/PERMIT July 06 2017 SCALE: NONE SCALE: NONE TYPICAL SPRINKLER ARM-OVER DETAIL (_5 , PIPE SLEEVES THRU WALL (2) �;'. :::. o - nni° — EXPANDABLEINSERTE :::: .. 1.4'-''' EXPANDABLE INSERTimi SHIELDSIMILARTOHILTI.QSHIELDCONCRETE SLABv THREADEDROD GALVANIZED CONNECTOR SIMILAR TO oTHREADED ROD THREADED ROD GRINNELFIG. 136_1GALVANIZED TIMI GALVANIZED CLEVES HANGERLu DOUBLE LOCKNUTS 0o 1\ DouBLELoc:NuTs a 48" MAX. DISTANCE TO TOP BAND HANGER Lu FIRE EXTINGUISHER OF EXTINGUISHER ADA `= REQUIREMENT co /AIi i W �.� :• / Project dl ••• •++ No: ZHK35000 It] '•.• hyr. FINISHED FLOOR ''••••,, // Sheet ritfe O i -....___°°# i r�/� DETAILS 15... UP TO 2" FOR 21/2" PIPE AND LARGER 0. Lp d- "' SCALE: NONE SCALE: NONE I,- Original drawing Is 42 x 30. Do not scale contents of this drawing. Q TYPICAL FIRE EXTINGUISHER CABINET DETAIL 4� TYPICAL FIRE PROTECTION PIPE SUPPORT 1 J Sheet Number co F501cu 0 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT