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Permit D15-0060 - AGCI - TENANT IMPROVEMENT
AGCI 16300 CHRISTENSEN RD 213 D15-0060 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 2523049078 Permit Number: D15-0060 Address: 16300 CHRISTENSEN RD 213 Issue Date: 3/27/2015 Permit Expires On: 9/23/2015 Project Name: AGCI Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE, PALO ALTO, WA, 94301 Contact Person: Name: NANCY ANDERSON Phone: (206) 373-7130 Address: 16040 CHRISTENSEN RD STE 101, TUKWILA, WA, 98188 Contractor: Name: PATTISON GENERAL CONTRACTOR Phone: (425) 978-8222 Address: 15235 NE 90TH ST BLDG U, REDMOND, WA, 98052 License No: PATTIGC917C7 Expiration Date: 2/27/2017 Lender: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE, PALO ALTO, CA, 94301 DESCRIPTION OF WORK: NEW TENANT: TENANT IMPROVEMENT TO BUILD WALLS, ADD DOOR, PATCH CARPET, DEMO 2 EXISTING WALLS AND RELOCATE ELECTRICAL Project Valuation: $8,000.00 Fees Collected: $424.58 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical, Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan neIization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No r Permit Center Authorized Signature: Date: 3 �7v�s I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: -,r- Date: Print Name: P'S-�C �a r"', / / CCU This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Maintain fire extinguisher coverage throughout. 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 18: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 21: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 25: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 28: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKh iLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ft://www.TukwilaWA.wov Building Permit No. Project No. Date Application Accepted: 3-(orf Date Application Expires: use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATIONi �pc �King Co Assessor's Tax No.: Site Address: t � ADD C° piS�N� Qc `` *213 Suite Number: 'A 3 Floor: Tenant Name:New Tenant: ...Yes No PROPERTY OWNER Name: Address: City: t k �� State Zip4�1 CONTACT PERSON — person receiving all project communication Name: Address: b City: v�.� ` l State: / , Zip l•� Phone: , Fax: L_ S t , l-c Email: C-6 113 GENERAL CONTRACTOR INFORMATION Company Name: i\ , ° C— Address: 6 2 %tr— VL/ p City: \ State: , _ ! Zip- W Phone:2, Sz[. Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: 1(1 Architect Name: Address:a 2-Ci City: T State: Zip kAW,Qww- Phone: � jFax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:�� Address: � City: \ State: Ck ts, Zipjq; �` H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 1 of 4 BUILDING PERMIT INFORMATIt - 206-431-3670 Valuation of Project (contractor's bid price): $ <3 i ct�(p Existing Building Valuation: $ Will there be new rack storage? ❑ .... Yes A. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2 nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: �' 4 Compact: Handicap: Will there be a change in use? ❑ ....... Yes el[21,....No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ....Sprinklers ❑ .......Automatic Fire Alarm ❑....... None El ....... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes �... No If "yes, attach list of materials and storage locations on a separate 8-112 " x I I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Linet2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 1 PUBLIC WORKS PERMIT INFC 1ATION - 206-433-0179 lr Scope of Work (please detailed information) Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ... Water District # 125 El ... Highline ❑. Renton ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ ...Valley View [_1 ... Renton El ... Seattle ❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which an ❑ .. Civil Plans (Maximum Paper Size — 22" x 34" ❑ .. Technical Information Report (Storm Drainage) El ... Geotechnical Report El.. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) El ... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Prouosed Activities (mark boxes that apaly): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours El ... Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ ... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... Work in Flood Zone ❑... Storm Drainage El ... Abandon Septic Tank El ... Curb Cut ❑ ... Pavement Cut El ... Looped Fire Line ❑ .. Permanent Water Meter Size (1) " ❑ .. Temporary Water Meter Size (1) " ❑ .. Water Only Meter Size........... " ❑ .. Sewer Main Extension............ Public ❑ ❑ .. Water Main Extension............ Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Name: Mailing Water Meter Ref ind/Billinl=_: Name: Mailing Address:. ❑... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation ❑... Utility Undergrounding WO # (2) WO # (3) WO # WO # (2) WO # (3) WO # WO # ❑ .. Deduct Water Meter Size " Private ❑ Private ❑ Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: City State Zip Day Telephone: H: Wpplications\Forms-Applications On Line\2012 ApplicationsTertnit Application Revised - 2-7-12.docx Revised: February 2012 City State Zip Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: OR AUTHORIZED AGENT: C. , � Print Name: Mailing Address: LO4-C-:) `-11\eAS�Q.r�Se,r� 'C�C_�(�3a City State Zip Dat f1=1 S Day Telephone: H:\Applications\Forms-Applications On Line12012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 DESCRIPTIONSACCOUNT PermitTRAK QUANTITY PAID $424.58 D15-0060 Address: 16300 CHRISTENSEN RD 213 Apn: 2523049078 $424.58 DEVELOPMENT $412.22 PERMIT FEE R000.322.100.00.00 0.00 $247.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $160.62 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $12.36 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: i R000.322.900.04.00 0.00 $12.36 $424.58 Date Paid: Friday, March 06, 2015 Paid By: NANCY ANDERSON Pay Method: CREDIT CARD 037656 Printed: Friday, March 06, 2015 2:21 PM 1 of 1 SYSTEMS F7A LIM 3 INSPECTION RECORD 0060 Retain a copy with permit INSPECT IV71 NO, PERMIT NO. CITY OF L TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1 (�06) 431-3670 CS. Permit Inspection Request Line (206) 438-9350 -L-k " + PrXctvei,� V(�� tits Type of Ins ection., 0 -1 ntq AOdress Called�/ Wecial instructions'. Z"/ 3 Dhte ks- p.m. Requester: PhoneNo:No: .� 12-7 t $7 E] REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. a C2-))INSPECTION RECORD 01-T-006 a INSPECTION NO. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'eft: PA,9 e--A LL) ype 09"spection, ro1 Adores: f / L 64('T J Date Callecit Special Instructions'. *? Date Wa a.m. p.m. Requester: rone No: Inspector: Date_ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IN - INSPECTION RECORD f,5-- 006 0 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ve ypeInspection'r I-LyR4 ((kq A dress: A4 , GPI f S ek Date Called: special Instructions'. Cate Wanted., a.m. P.rn. Reqde—sftr: Alle- 'a G Phone Na: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must The paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1 ,5 - 5 C7 9,b INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspectii.Qn: Address: ' Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. L COMMENTS: f7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: e I Date: I Hrs.: /,- a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 - PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0060 DATE: 03/06/15 PROJECT NAME: AGO SITE ADDRESS: 16300 CHRISTENSEN RD - SUITE 213 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: MID Building Division W Firevention Planning Division &-AO-t Wb)ic Aoi�s U Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/10/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/07/15 Approved ❑ Approved with Conditions 9 Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PATTISON GENERAL CONTRACTOR Page 1 of 2 4nWashington State Department of Labor & Industries FlomC IhiCiO en Espanol COnUICf Search L&I ,,3_r3z A-L Index Help My Secure t,U4c1 Safety Claims & Insurance Workplace Rights Trades & Licensing PATTISON GENERAL CONTRACTOR Owner or tradesperson 15235 NE 90th Street PATTISON, MICHAEL WINFIELD REDMOND, WA98052 425-497-8222 Principals KING County PATTISON, MICHAEL WINFIELD, PRESIDENT PATTISON, JAN LA REE LOUISE, VICE PRESIDENT Doing business as PATTISON GENERAL CONTRACTOR WA UBI No. Business type 602 182 087 Corporation Parent company PATTISON INC License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. Active. ....................................................................... Meets current requirements. License specialties GENERAL License no. PATTIGC917C7 Effective — expiration 02/27/2009— 02/27/2017 Bond .......... FIRST NAT INS CORP $12,000.00 Bond account no. 6519060 Received by L&I Effective date 02/20/2008 02/27/2009 Expiration date Until Canceled Insurance .. ................. Continental Western Ins Co $1,000,000.00 Policy no. CWP6011067 Received by L&I Effective date 02/17/2015 02/24/2014 Expiration date 02/24/2016 Insurance history Savings No'savings accounts during the previous 6 year period. Lawsuits against the bond or savings https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 03/27/2015 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT c 0 ¢ I 0 0 / 0 U r7 N I I U U 0 0 I r` 0 0 I Q w U) 0 0 N 0 0 a0 L & And I.D. Inside Diameter (Dim.) L Angle INSUL. Insulation At INT. Interior Centerline Jan. Janitor N Diameter or Round JT. Joint # Pound or Number KIT. Kitchen (E) Existing K.O. Knock Out ACOUS. Acoustical LAB. Laboratory ACT. Acoustical Tile LAM. Laminate AD. Area Drain LAV. Lavatory ADJ. Adjustable LKR. Locker AFF. Above Finish Floor LT. Light AGGR. Aggregate AL. Aluminum MAX. Maximum APPROX. Approximate M.C. Medicine ARCH. Architectural MECH. Mechanical ASB. Asbestos MEMB. Membrane ASPH. Asphalt MET. Metal MFR. Manufacturer BD. Board MH. Manhole BITUM. Bituminous MIN. Minimum BLDG. Building MIR. Mirror BLK. Block MISC. Miscellaneous BLKG. Blocking M.O. Masonry Opening BM. Beam MTD. Mounted B.O.C. Bottom of Concrete MUL. Mullion B.O.M. Bottom of Mullion B.O.P. Bottom of Panel N. North B.O.R. Bottom of Reveal N.I.C. Not In Contract BOT. Bottom NO. Number B/S. Building Standard NOM. Nominal N.T.S. Not To Scale CAB. Cabinet O.A. Overall C.B. Catch Basin OBS. Obscure GEM. Cement O.C. On Center CER. CFCI. Ceramic CONT. Furnished/CONT. Installed O.D. Outside Diameter (Dim.) CFOI. CONT. Furnished/Oner Installed OFCI. Owner Furnished/CONT. Installe C.I. Cast Iron OFOI. Owner Furnished/Owner Installe C.G. Corner Guard OFF. OPNG. Office CLG. Ceiling OPP. Opening CLKG. Caulking Opposite CLO. Closet PRCST. Pre -cast CLR. Clear PL. Plate C.O. Cased Opening P.LAM. Plastic Laminate COL. Column PLAS. Plaster C.O.M. Center of Mullion PLYWD. Plywood CONC. Concrete PR. Pair CONN. Connection PT. Point CONST. Construction P.T.D Paper Towel Dispenser CONT. Continuous P.T.D/R Combination Paper Towel CONTR. Contractor PTN. Partition C.O.R. Center of Reveal P.T.R. Paper Towel Receptacle CORR. Corridor P.J. Panel Joint CPT. Carpet CTSK. Countersunk Q.T. Quarry Tile CNTR. Counter CTR. Center R. Riser C.W. Cold Water RAD. Radius R.D. Roof Drain D. Deep REF. Reference DBL. Double REFR. Refrigerator DEPT. Department RGTR. Register D.F. Drinking Fountain REINF. Reinforced DA. Detail REQ. Required DIA. Diameter RESIL. Resilient DIAG. Diagonal RM. Room DIFF. Diffuser R.O. Rough Opening DIM. Dimension RWD. Redwood DISP. Dispenser R.W.L. Rain Water Leader DN. Down D.O. Door Opening S. South DR. Door S.C. Solid Core DWR. Drawer S.C.D. Seat Cover Dispenser DS. Downspout SCHED. Schedule D.S.P. Dry Standpipe S.D. Soap Dispenser DWG Drawing SECT. Section SH. Shelf E. East SHR. Shower EA. Each SHT. Sheet E.J. Expansion Joint SIM. Similar EL. Elevation S.N.D. Sanitary Napkin Disp. ELEC. Electrical S.N.R. Sanitary Napkin Recept. ELEV. ElCvator SPEC. Specification EMER. Emergency SQ. Square ENCL. Enclosure S.ST. Stainless Steel E.P. Electrical Panelboard S.SK. Service Sink EQ. Equal STA. Station EQPT. Equipment STD. Standard E.W.C. Electric Water Cooler STL. Steel EXST. Existing STOR. Storage EXPO. Exposed STRL. Structural EXP. Expansion SUSP. Suspended EXT. Exterior SYS. Symmetrical F.A. Fire Alarm TRD. Tread F.B. Flat Bar T.B. Towel Bar F.D. Floor Drain T.C. Top of Curb FDN. Foundation TEL. Telephone F.E. Fire Extinguisher TER. Terrazzo F.E.C. Fire Extinguisher Cab T. & G. Tongue and Groove F.H.C. Fire Hose Cabinet THK. Thick FIN. Finish T.O.C. Top of Concrete FL. Floor T.O.P. Top of Panel FLASH. Flashing T.O.R. Top of Reveal FLUOR. Fluorescent T.O.RC. Top of Deep Recess F.O.C. Face of Concrete T.O.M. Top of Mullion F.O.F. Face of Finish T.O.W. Top of Wall F.O.M. Face of Mullion T.P. Top of Pavement F.O.S. Face of Stud T.P.D. Toilet Paper Dispenser FPRF. Fireproof T.V. Television F.S. Full Size T.W. Top of Wall FT. Foot or Feet TYP. Typical FTG. Footing FURR. Furring UNF. Unfinished FUT. Future U.O.N. Unless Otherwise Noted UR. Urinal GA. Gauge GALV. Galvanized VERT. Vertical G.B. Grab Bar VEST. Vestibule GL. Glass GND. Ground W. West GR. Grade W/ With GYP. Gypsum W.C. Water Closet WD. Wood H.B. Hose Bibb W/O Without H.C. Hollow Core WID Waterproof HDWD. Hardwood WSCT. Wainscot HDWE. Hardware WT. Weight H.M. Hollow Metal HORIZ. Horizontal HR. Hour HGT. Height SYMBOLS LEGEND ALIGN / XX DETAIL REFERENCE OFFICE - ROOM NAME `� XXX SHEET NUMBER 101 ROOM NUMBER XX f DETAIL SECTION REFERENCE XXX - SHEET NUMBER NEW DOOR ### XX SECTION REFERENCE DOOR NUMBER XXX SHEET NUMBER (REFER TO DOOR SCHEDULE) - ELEVATION REFERENCE EXISTING DOOR XXX -•- SHEET NUMBER FEc FIRE EXTINGUISHER 1 ELEVATION VIEW o CABINET W/ FIRE + ELEVATION REFERENCE EXTINGUISHER X 4 XXX f SHEET NUMBER oFE WALL -MOUNTED FIRE EXTINGUISHER 3 X KEYNOTE INDICATOR e- WALL MATERIAL TYPE 1 TYPE NUMBER X EQUIPMENT TAG FLOOR MATERIAL TYPE BC TYPE NUMBER REVISION CLOUD PL MISC. MATERIAL TYPE & DELTA NUMBER 1 TYPE NUMBER GENERAL PROJECT NOTES GENERAL NOTES: 1. THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM TO STATE AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THIS PROJECT. 2. THE TERM "ARCHITECT" OR "DESIGNER" AS USED IN THESE DOCUMENTS REFERS TO WARE MALCOMB. 3. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OF PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING DEMOLITION AND/OR CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER OR ARCHITECT. 5. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. 6. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER AND TENANT. 7. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN, QUESTION OR RELATED WORK. 8. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS -BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION ALLOWED. 9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, OR BOTH. 10. THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE SUPPLEMENTARY TO ARCHITECTURAL CONSTRUCTION DRAWINGS. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 11. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 12. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, U.O.N. 13. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 14. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 15. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER / TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 16. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS - SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM THE ARCHITECT. 17. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD INCLUDE DETAILED, FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION OF SHOP ITEMS AFTER RECEIVING ARCHITECT'S OR DESIGNER'S APPROVAL OF SHOP DRAWINGS. 18. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING, AND BROUGHT TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE HIM (GENERAL CONTRACTOR) FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. 20. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR CODES. 21. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER CONTRACT DOCUMENTS AS NEEDED. 22. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. 23. CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACTOR DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. 24. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR EMERGENCY RESPONDER RADIO COVERAGE TESTING AND COMPLIANCE. ARCHITECT W"E MALCOMB VICKI SOMPPI 22002 64TH AVE W., SUITE 2C PH: (425) 670-6706 MOUNTLAKE TERRACE, WA 98043 FAX: (425) 774-8219 DRAWING NOTES: 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N. 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 6. DETAILS ARE USUALLY KEYED AND NOTED TYPICAL ONLY ONCE WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. INTERIOR / EXTERIOR NOTES: 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. JOB SITE NOTES: 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREME NOISE CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL SITES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND CORRIDOR CARPETS. 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL CODES. 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN ISSUANCE OF A BUILDING OR GRADING PERMIT. 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS. 9. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE DONE SO IN ACCORDANCE WITH STATE & LOCAL CODES. 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. VICINITY MAP = t a .h. z 5 n w a 1 w BUILDING DEPARTMENT: BUILDING CODES: OCCUPANCY CLASSIFICATION: FIRE PARTITION: TYPE OF CONSTRUCTION: SPRINKLERED: NUMBER OF STORIES: ASSESSOR'S PARCEL NO.: PROJECT SCOPE: TENANT OCCUPANCY: DEFERRED SUBMITTAL: PROJECT DATA CITY OF TUKWILA 2012 INTERNATIONAL BUILDING CODE 2012 NATIONAL ELECTRIC CODE 2012 INTERNATIONAL MECHANICAL CODES 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 2009 ICC/ANSI 117.1 PER IBC CHAPTER 3 (SECTION 302) - B PER IBC CHAPTER 7 - N/A PER IBC CHAPTER 6 (SECTION 602) - V-B YES 3 252304-9039 THIS PROJECT IS A TENANT IMPROVEMENT OF AN EXISTING OFFICE SPACE FOR USE AS THE SAME. INTERIOR RENOVATIONS TO INCLUDE MINOR INTERIOR DEMOLITION, A NEW PARTITION WALL WITH AN EXISTING RELOCATED DOOR, LIGHTING CHANGES ARE ONLY RELATED TO THE LOCATION OF THE NEW WALL AND A NEW SWITCH AND CIRCUITING FOR THE NEW OFFICE. NO EXTERIOR WORK IS INCLUDED. NO CHANGE OF USE OR INCREASE IN OCCUPANCY IS ANTICIPATED. OFFICE (B) 1,288 S.F. DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. SHEET INDEX ARCHITECTURAL A0.1 TITLE SHEET A0.2 GENERAL NOTES A0.3 SITE PLAN A1.1 OCCUPANCY & EXIT PLAN A2.1 DEMOLITION, PARTITION, POWER/SIGNAL & REFLECTED CEILING PLANS A3.1 WALL & MISC. DETAILS A4.1 CEILING DETAILS ELECTRICAL BIDDER DESIGN (UNDER SEPARATE PERMIT) MECHANICAL BIDDER DESIGN (UNDER SEPARATE PERMIT) PLUMBING BIDDER DESIGN (UNDER SEPARATE PERMIT) SPRINKLERS BIDDER DESIGN (UNDER SEPARATE PERMIT) FIRE ALARM BIDDER DESIGN (UNDER SEPARATE PERMIT) FILE COATI Part mal 5 - DD( ) Flan review approval is subject to errors and omissions. Approval Of construction documents does not aufho; ize the Violation of any adopted code or O dinance. Receipt Of approvad Field Copy and conditions is acknowledged: By: Date: �3 -- CRY of Tukomla BUILDWIG D"VISION C:�yn a�iT R-42U., Llc'chanical E:e�uctr �IC81 h i 7i`bing Kas Piping Ci'y f T+.jl:wila DiVISION ►�9112-:1-N9 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2015 Ci of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of Ivor k tvithout prior approval of TukGvila Building Division. NOT E: Revisions will require a new plan submittal and may include additional plan review fees. l PLANNTNI, � APPP.OVEED - lN!o changes *cart he Made,, to these plans without approval from the Planning Division of DCD f Approved By: _ bVt J P,,,� In Q Date: RECEIVED N CITY OF TUKWILA MAR- 0 >6 2015 No SCALE PROJECT SITE PERMIT CENTER Y 0 z ¢ 0 z w w 0 z w 0 U w 0 o- 0 Of o_ m 0 U J w of ¢ w O Li U O z w _ 0 c� O a- m w m J J Cn U z o_ w o- U U) 0 z ¢ LJ m 0 w _ z O 0 w w w m J J 0 z Cn z O Cn z w 0 0 w J U o- w > O w 0 z w 0 w U w o- o_ w Y v_ F- J J _ a7 z 0 Cn z w 0 z w m 0 U J ¢ w or _ z w 12 w w o- CD m o_ w U x w Y o- w 0 z z 0 0 w Cn w m 0 z J J ¢ o. z ¢ O U J w of w O CD o' 0 U 0 z r Of w o_ 0 o_ o_ w w of ¢ u7 z 0 U L.� U w o_ 0 z ¢ [n CD z o- 0 w Cn w U w 0 0 w rn 0 v N A 6 3 C1 > o\ bo Ch ' O :. v N LO 00 N Ca 5 0 ! '4C i1. t to 15 N Pw w 0H Mz WU �0 cs z_ 65 2: U Q 0 W U I o 0 Z� w z Go oC o_ W GC M N W Q U N W Q W U) - Z > W �e W U) ~ NN N � 0L ry .L U C) 0 M CD Y Q w w Q W LU W W J Y It 2 w W_ � W a - Of O 0 w U) w Q� i 0 N I N PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6007-00 SHEET CAUTION: IF THIS SHEET IS NOT 30%42" IT IS A REDUCED PRINT 1 1 0 s N 0 Q I 0 0 co 0 U 1-1 I I D 0 Q O 0 I r- 0 0 m I Ln Q w V) 1-1 N, F_ 0 N O n W .> L_ 0 > Elf NOTES DEMOLLTION NOTES FINISH NOTES . . C EILINGNOTESACCESSIBILITY PARTITION PLAN NOTES . I FIRE AUTHORITY NOTES 1. ALL ITEMS ARE FOR REFERENCE ONLY, ANY ITEM NOT SHOW SHALL BE 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA I 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. I 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING . 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN REFERENCED IN THE 2012 INTERNATIONAL BUILDING CODE AND SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO STANDARD LIGHT FIXTURES, SWITCHES, EXIT. SIGNS, ETC. LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. ADVANCE. ICC/ANSI-117.1-2009. WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME 2. CONTRACTOR TO VERIFY. DIMENSIONS FOR ALL PLUMBING PARTITION. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING 2. ANY DISCREPANCIES CONTAINED HEREIN DO NOT RELIEVE THE CONTRACTOR OR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. COLOR AND MANUFACTURER. BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE OWNER FROM COMPLYING WITH CURRENT STATE AND FEDERAL ACCESSIBILITY IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE CONTRACTOR TO VERIFY OMITTED FINISHED WITH ARCHITECT PRIOR TO ORDERING 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N. STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT STANDARDS. COURSE OF THE DEMOLITION WORK. PRODUCTS. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY STANDARDS. DISCREPANCIES ON PLANS 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED C LED WITHIN THE WALL 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STATE AND 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL 3. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION CONSTRUCTION. 3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN FEDERAL ACCESSIBILITY STANDARDS. UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP APPROVED OR NOTED. ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN I 4. REFER TO 2012 INTERNATIONAL BUILDING CODE, CHAPTER 11 AND DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR 0'-4" OF ADJACENT PERPENDICULAR PARTITION. 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF ICC/ANSI-117.1-2009. FOR CURRENT AND UP TO DATE INFORMATION. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE CLARIFICATIONS. COMBUSTIBLE BUILDING MATERIALS TO THE SITE. WITH STATE & LOCAL CODES. 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS 1 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. SHALL BE REPORTED TO THE ARCHITECT. COMPLIANCE WITH LOCAL FIRE AUTHORITY. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT CONDITION. WALL SURFACE. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE 7. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE 6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. MOISTURE OR WHERE TILE IS USED. PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-O" 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING A. THREE (3) 12 X 12 SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, AND SPRAY BOOTH. PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH 7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. 8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL REQUIRED. IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT CODES. i 7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. 8. NO COMBUSTIBLE MATERIALS SHALL BE USED 1N THE PLENUM SPACE, INCLUDING ' ; SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING STATE & LOCAL FIRE CODES. TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL DRAWINGS. THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO FABRIC AND VINYL FINISHES AND COLOR. 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER AS NOT TO DAMAGE ADJOINING CONSTRUCTION. SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE C. THREE 3 12" X 12" SAMPLES OF ALL FLOOR COVERING. O SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY CONTRACTOR SHALL COORDINATE ALL CLEAN -OUT LOCATIONS WITH EQUIPMENT, ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING ARCHITECT. (NO EXCEPTION) AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT MORE. UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM FOR APPROVAL PRIOR TO INSTALLATION. DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. 10. ALL SPRINKLER HEADS AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND 9. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER ALARM REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM 11. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS. BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. CONJUNCTION WITH THE EXECUTION OF HIS WORK. 6. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT ARCHITECTURAL PATTERN., G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD . BEFORE PLACING FULL ORDERS. LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING FABRICATION. LOCAL FIRE CODES. CONSTRUCTION: PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS 7. SUBMIT SEAMING PLAN FOR CARPET TO ARCHITECT FOR APPROVAL PRIOR TO 11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. THAT ARETOMAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION CARPET ORDER. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, INSTALLATION. APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE -PROTECTION NOT LESS THAN 24-HOURS IN ADVANCE. 8. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. OTHER SPECIAL ITEMSREQUIRING CUSTOM SHOP FABRICATED WORK. SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS M 0PERIMETER12. 9. ALL PAINT FINISH 0F METAL PARTS OF DOORS, HANDRAILS, LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. CENTER OF 24%24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF; WALLS. 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN SPECIFICATIONS. NOTED. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO . 10. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF ALL ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. OVERLAPPING. 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. INCLUDED. FROM FIRE DEPARTMENT PRIOR TO ORDERING. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING 11. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. ENGINEER. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE 2-A-10B: C (FOR OFFICE), OR 10-A-80B: C (FOR WAREHOUSE), SHALL BE CONTRACTOR. 12. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. PROVIDED WITHIN 75'-O" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY FEET OR PORTION THEREOF ON EACH FLOOR. CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE RESPONSIBLE FOR ALL FLOOR PREPARATION. COORDINATED WITH THE ARCHITECT. CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE 13. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N. 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF DONE IN A LEGAL MANNER. 14. WHERE FLOOR -MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT 16. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. TRIM CARPET. FOOT-CANDLE AT THE FLOOR LEVEL. APPROVAL. IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 15. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND 17. EMERGENCY LIGHTING SHALL BE 2 SEPARATE SOURCES OF POWER AND SHALL O 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK MATERIALS IN CLOSELY FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.O.N. COMPLY WITH THE NEC. ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & PACKED PILES OR ON PALLETS, OR IN RACKS WHERETHETOP OF STORAGE 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. EXCEEDS 12'-O" IN HEIGHT, AND 6'-O" FOR GROUP "A" PLASTICS AND CERTAIN TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE 16. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. 18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR OTHER HIGH -HAZARD COMMODITIES . HIGH -PILED STOCK SHALL BE APPROVED ) DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR 18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR 17. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. TO INSTALLATION. SEPARATE PLAN SUBMITTAL IS REQUIRED- FOR HIGH -PILED STORAGE IN REFINISH) EXISTING WALLS, FLOORS,. OR CEILING IN THE AREAS OF THE BUILDING CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. ACCORDANCE WITH STATE & LOCAL FIRE CODES. NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 18. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE HAVE DIRECTIONAL EXIT SIGNS. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND ON FINISH PLANS. CODES. 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE 19. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, 20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. SHOWING THE SPECIFIC RATING. IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH FIXTURES COME IN DIRECT CONTACT WITH INSULATION. WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS ARE OPEN TO THE FLOOR. 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE AND FIRE CODES. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF 20. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND PAINT OR WALL COVERING MATERIAL. CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. 22.. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, OR ANY SPECIAL KNOWLEDGE OR EFFORT. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC 21. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW ENVELOPE, U.O.N. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION 5. PROVIDE DUST BARRIERS AND FROM THE CONSTRUCTION 1 AROUND OPENINGS, TO A F C UC CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS SYSTEM PER APPLICABLE `CODES INCLUDING IF NECESSARY FIR HORNS, STROBE AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR 23.. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS O LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE AND SOFFITS FOLLOWING REMOVAL OR INSTALLATION OF ANY SURFACE MOUNTED ALARMS. SUBMIT SHOP DRAWINGS THE FIRE MARSHAL FOR APPROVAL. ARCHITECT FOR APPROVAL, PRIOR TO. INSTALLATION. WARRANTIES AND ADHESIVE PRODUCTS. OR RECESSED FURNISHINGS, RECEPTACLES, UTILITY PIPING, SHELF STANDARDS & ALL OTHER SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING THE ED FOR 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES 22. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND MPLIANCE pa AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEW FINISH TO MATCH EXISTING C�ED THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE FLOORING TRANSITIONS AMONG THE DIFFERING FLOORING MATERIAL EXISTING FINISH TO PROVIDE CONSISTENT & CONTINUOUS FINISH. MAR 8 2015 ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE 23. ALL ALL BEEN TAKEN. ISPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS .OF EGRESS AND ENSURE THAT 24. FEATHER SUB -FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL *"I(volet lxwgl.y of ILDING DIVISION EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE FLOORING TO CARPET, FOR FLUSH INSTALLATION. REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND 25. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING POWER & SIGNAL NOTES DOOR NOTE LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE FLOOR TYPES MEET, VERIFY COLOR. REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: 26. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL A. FULL HEIGHT WALL FROM FLOOR TO CEILING. MANUFACTURER'S MAINTENANCE SPECIFICATIONS. SUB -CONTRACTOR. GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY. B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. 2 ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 27. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET . 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS 3 ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE 14. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET . POWER &SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. WALL STUD. 28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED 4. LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED SHALL BE OPERABLE 15. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. NO MORE THAN 2" APART. HARDWARE (LEVER OR PUSH TYPE). VERIFY CONDITION AT EXISTING DOORS. 16. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48-HOURS IN 29. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE MOUNTED BETWEEN 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING PER ADVANCE WITH THE OWNER. ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE +15" TO BOTTOM RECEPTACLE AND +48" TO TOP OF RECEPTACLE FROM FINISH THE REQUIREMENTS OF THE ADA: LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT - INTERIOR DOORS - 5 POUNDS 17. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, AND TO MAINTAIN PRODUCT'S WARRANTY. - EXTERIOR DOORS - 5 POUNDS CHIPS AND CRACKS. 6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES TO BE -FIRE DOORS - 15 POUNDS 18. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE 30. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND PROPERLY MEMBERED AND ALIGNED S0, AS TO LEAVE NO EVIDENCE OF CENTERED AT +18" A.F.F., U.O.N. 6. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. C 7. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, THE SPECIFIC RATINGS. JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING BE 19. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR RECEIVING NEW PAINT FINISH -APPLICATION. SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. 7. ALL HARDWARE TO BE LEVER -TYPE PER STATE OF ALL GOVERNING CODES & CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL STANDARDS AND THE ADA. THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO 31. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR 8. LOCATIONS FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO BUCKLING AND HIDE ALL SEAMING OR BUMPS. WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR 8, OPENING HARDWARE IS TO BE CENTERED BETWEEN 34" AND 48" ABOVE FINISH MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE FLOOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND MATCH NEW. INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY 32. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF IPOWER FEED. INSPECTOR. SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH 9WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE 9. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL . PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. 20. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 10. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY FIRE DEPARTMENT. 1 33. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER 11. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. SPECIAL CONVENIENT LOCATIONS. THROAT THICKNESS' FOR EACH LOCATION. 21. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM 34. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE 11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, 12. ALL DOOR FRAMES TO BE FACTORY FINISHED. TO PREVENT VANDALISM. PATCHED AND REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED AND LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. ALIGNED, SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET 13. ALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. 22. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDED CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, 14. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT APPROVAL FROM THE OWNER. SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING MORTAR U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER EXCEED 1 /2" ABOVE FINISH FLOOR SURFACE. BED/BONA COAT AND WALL TILES. ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 23. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, 13. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS 15. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR BOND COAT THICKNESS TO ALL WALL TILES ARE TO HAVE A MORTAR BED 35. / DIFFERENT, MATCH BUILDING STANDARD. NOT ABLE TO REFINISH TO "AS NEW" CONDITION. REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A ACCOMMODATE THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING 16. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. STANDARD COLOR COVER PLATE. KNOWLEDGE OR EFFORT. 24. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT 36. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING 15. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL 17. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPENABLE FOR STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) TRANSLUCENT GLASS TILES. INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION 18. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE, INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS DOOR. AND RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR WITH TENANT. MUST VERIFY WITH DESIGNER AND OWNER . PRIOR TO CONSTRUCTION. . THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). DESIGN BUILD NOTES 17. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO . 25. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. GLAZING NOTES POSSIBLE. 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT * 26. EXISTING DOORS TO REMAIN U.O.N. 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. BOXES AT. EACH LOCATION. 1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATINFIeCE D 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO 19CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT . AND THICKNESS OF THE GLASS. CITY OF TUKWILA INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. LOCATIONS. SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR REFERENCE 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. MAR O�6 2015 ONLY. 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. PERMIT CENTER 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED LIGHT FIXTURES. 4. ALL GLAZING WITHIN A 24" ARC OF EITHE OF D ND WITHIN 6 " OF THE FLOOR SHALL BE TEMPERED. (SAFETY 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH � CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE 5. ALL GLASS SHALL COMPLY WITH THE REQ ME S D. t'Q. A RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF CODES AND THE U.S. PRODUCT SAFETY C NS FETY .ANDARDS R ROOF -MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. ARCHITECTURAL GLAZING MATERIALS. - 6. WHERE JOINTS ARE REQUIRED IN MULTIPLE LI E SITUATIONS, SILICON. IS TO B PROVIDED U.O.N. I Y 0 z z z J d LLJ Lu u z w L z o U w = (D g - 0 0 - W CV) 0 a_ U LLI - m m 0 Q 0 0 1 Q w O a LL_ 0 w v")+ U 0 000 rn 0 z 9 0 F__ u o N � M F- 0 3 = CD u o ed of. 14mm u �+..a� to, w .5 �° °° m � bo by J 0 .� y N n .� D Q �Lfi O RS , O u +� O >_ C) z Q m w Of cn 0 >_ z Q LJ w F- (/1 Lo cr) o= OF -a: zw0o z w c if � of �w m > LD w L" m a= a = m O z cn z . 0 `� coz � r a N w ■ C/ W w o w N z Q w 0 w v w of � _-- m w CL Z U Lu J = U� _3� (D W z z 3: cf)o > w �e w < WF- ::) in W VJ z w F- wF_ of�TT � w _r m 0 U 0 U J 0 w O � cM _ 3: IT-, F- z Lai w 0 Q r ■ m F- m w C) x w Y 0 w = F- 0 z a z 0 0 Li w m F- 0 z J Q = V) 0 z Q m 0 0 1 a w Orf w 0 F- = c2 a_ 0 0 0 z Q F- ry w n 0 a w = F- w Q C/� z 0 I= a U = U w m w cn w _ F- Y ix 2 w cc W w O� z J 9 w z w N �__ 2 w � x " w m 0 w 0 w D cn Ln w i co 0 N I N PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6007-00 !11 CAUTION: 0, 0 Q i 0 0 0 U N1 I I U U Q O O I r 0 0 I a w cn N C3 n N 7 ry / IF THIS SHEET IS NOT 30"x42 IT IS A REDUCED PRINT 0 00 oll 9 N� y GJ O Sri L6 U y _ ++ R, tC •� ��Oyy O �•'u N, �w 0 Z wV o � Y ao sa w W OC CM N W F- C) N Q � z U wQ wU) _3 U _z Q >w Y � w c) _ Fy U 0 0 M C� Y Q W O U C L N o O i O LL z Q J � W W� � �� F o w 0 w Ln Lu Q I N � N I N PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6007-00 t 0') CD 0 0 / 0 C) / N I I U CD Q O O I 0 0 1 Q w 0 0 N 0 n N / CAUTION. IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT I 0 00 N m bo 3 cu z 0 F-4 u u 't)�c[yi+ N 0 � Z O �Iliz Z �~..: cn UM r W� 3 0 Qa � o sa w o°D (D o� W CG M N w Q Cn N Q � J � Q Z V Lu J ULL' -z w w U) NN �yy L.L I..L U 0 0 M co T11- Y Q W z L.L X W Q w 0 z U z < LL Y U W� O 0 0 w V L W Q C.0 N � I N PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6007-00 SHEET CAUTION: N Q i 0 0 CD / 0 U / N I I U . U Q O O I r 0 O m I Q w 0 6 N Q W / IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT I SEE SHEET AO.1 & A0.2 FOR GENERAL NOTES & INFORMATION LIGHTING NOTES PLAN SPECIFIC NOTES D1 REMOVE EXISTING DOOR AND RELITE AND USE FOR THIS SUITE, IF DOOR FIELD VERIFY EXISTING CEILING GRID LOCATIONS AND NOTIFY ARCHITECT OF ANY NOTABLE DISCREPANCIES. AND FRAME ARE IN GOOD REPAIR. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT, IF APPLICABLE. ALIGN NEW WALL AT MULLION CONTRACTOR SHALL OBTAIN APPROVAL FROM PROJECT MANAGER FOR ALL THERMOSTAT LOCATIONS. RELOCATED DOOR, VERIFY IF RELITE IS TO ALSO BE RELOCATED. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. r3 RECIRCUIT LIGHTING AS REQUIRED FOR THIS OFFICE AND PROVIDE NEW LIGHT SWITCH (WITH OCCUPANCY SENSOR PER LOCAL CODES). CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE FOR EGRESS TRAVEL ILLUMINATION FOR EMERGENCY PATH LIGHTING WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL AS REQUIRED BY CODE. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, FA I AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS, TO MEET ALL APPLICABLE � CODES. IOI-OII. BREAK ARE 0 EN OF ICE OFFICE EX BREAK AREA EX EXEC. OPEN OFFICE OFFICE CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO 201:F— 1 203 ` 201 202 203 L INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE FOR REFERENCE ONLY. A 1 CONTRACTOR SHALL PROVIDE SEISMIC BRACING @ ALL NEW & RELOCATED LIGHT FIXTURES. 2 Zf CONTRACL PROVE LAMPS W/ TYPE IC RAT ED HOUSINGS WHERE TCCOMEH WALL LEGEND IOR N D RECCTIDCONTACT WITH INSULATION FIXTURES 3 I \ I�il--�_-_ CONTRACTOR TO PROVIDE DAYLIGHT ZONE CONTROLS AS REQ. BY CODE AND EXISTING PARTITION 0 EX 020ICE i `�\ i i i ii ,% `� ~/ JURISDICTION. _---------------- EXISTING CONSTRUCTION TO BE REMOVED 014E i I I 2F PARTITION TO UNDERSIDE OF CEILING A3.1 I I I I II II II II II II II II II CEILING LEGEND 1 EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN E EXISTING 2'x4' 24 HOUR FLUORESCENT LIGHT FIXTURE TO REMAIN REFLECTED CEILING PLAN DEMOLITION, PARTITION PLAN SCALE: 1 /8"=1'-0" 1 RELOCATED EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE SCALE: 1 /8"=1'-0" 0 EXISTING CEILING -MOUNTED EXIT SIGN TO REMAIN NOTE: THERE ARE NO CHANGES IN THE NUMBER OF FIXTURES IN THIS SUITE AND NO INCREASE IN THE NUMBER OF WATTS USED. LIGHTS ARE SIMPLY RELOCATED PER THE PLAN TO ACCOMMODATE THE NEW WALL LOCATION. DOOR SCHEDULE SEE ACCESSIBILITY DOOR DETAILS A3.1/19 DOOR & FRAME: B/S DOOR AND FRAME ASSEMBLY A PROVIDE AND INSTALL B/S DOOR AND FRAME ASSEMBLY. MATCH EXISTING IN SUITE. HARDWARE: B/S DOOR HARDWARE SHALL BE ADA COMPLIANT LEVER STYLE. 1 PROVIDE AND INSTALL B/S HARDWARE SET WITH LATCH. 00 �a� 1 Ow Off, RECEIVED OF KWtLA 0CIT 015 E I NTER 0 z a o J } z z J d U ICI V z w Z 0 o U w V 0 0 (� 0 U Lu m 0 tJ 0 U J Q w Of a W o c+� LIJ et± U O 0 o O1 z � 0 V O N a� O bo >�C w \Ocq 00 u .-I p `r'N N P bA 'V N 5 Q•, w+ U z Q 0- w Of 0 Z Q W L m 0 w z O 0 w w w m J J Q 2 c O z Q z 0 `� M z Ld r 0 N w U W L w o U) W U Nz W Q 0 Q W W J CK Q w 0— Z Y � J U wQ = Ln L1J cn w Z z Lu O Y z � F w W co Of 3: m 0 U 0 U J Q O W O M F z w w W Q m W U x w O 0-1 0 z Q z O w W m I— O z J Q cn 0 z Q m O U J Q WI Q Li O _ c� r a_ O U 0 Z Q F- m w a_ O Of W W S H w a z O a U L.� U w a_ vI Y vJ 2 Z Lu U 0 w Q Z° O E_ ^Q^ 1..1� Z Y _O W � w w J O CD w w W U) N Q Ln W � Q� N ° N PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6007-00 CAUTION: IF THIS SHEET 1S NOT 30x42 IT IS A REDUCED PRINT I NOTES FOR ALL WALLS: MEMBER DEPTH: FLANGE WIDTH: . SEE METAL STUD CHART FOR GAUGE. o (EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" - 162 X INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC REPORT ESR-1338: • SEE FLOOR/PARTITION PLAN AND/OR GENERAL 3�: ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS NOTES SHEET FOR ANY REQUIRED NSULATION. r " 32" MIN. 32" MIN. 32" MIN. - MAX. METAL STUD SPACING SHALL BE 24" O.C. INCHES. FOR ALL T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. • A , LL WALL STUDS TO BE 3-5/8", U.O.N. a DEPTH IS THE INSIDE DIMENSION. -MIN. FASTENER SIZE SHALL BE No. 6, 1-1/4' SCREWS 600 S 162 - 54 - MAX. FASTENER SPACING SHALL BE 12" FIELD & 8" AT EDGES. ALL -BRACES TO BE 3-1/2" 25 GA. METAL o J STYLE: MATERIAL THICKNESS: 3 STUDS OR WIRE HANGERS AT 8' O.C. U.O.N. Z t�(ST (EXAMPLE: STUD OR JOIST SECTION =S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL=1/1000 - • ALL RESTROOM WALL STUDS TO BE 6" AND w J THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE FULLY INSULATED, U.O.N. w L1J 00 THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL - TYP. 0 THICKNESS REPRESENTS 95% OF THE DESIGN �� \� UNDERSIDE OF ROOF OR DECK ABOVELij S = STUD OR JOIST, T = TRACK, U = CHANNEL, THICKNESS. /Z2- 18" 0 F = FURRING �i HINGED )DOOR SLIDING )DOOR FOLDING) DOOR INTERIOR NON-STRUCTURAL NON-COMPOSITE:(S) STUD SPACING 5 PSF (S) STUD SPACING 5 PSF o MEMBER 1CLEAR WIDTH OF DOORWAYS {IN.)o.c. U240 MEMBER (IN.)O.C. U2400J 250S125-18 12" 10'-6" 40OS125-43 12" 20'-9cy 0 0 250S125-18 16" 9'-7" 40OS125-43 16" 18'-10"( LLI `J250S125-1824" 8'-3"40OS125-43 24" 16'-5" m cbJ cn Elf r--r-------� 1/,/ / / , . /r / / , ,/; /�/ /i / / /,, Q � 250S125-43 12" 14'-4" 40OS125-68 (50 KSI) 12 23'-8" m1 i 1 42" MIN. 0250S125-43 16" 13'-0„40OS125-68 (50 KSI) 16" 21'-6" a ocn 1 !MIN. ,- w en co 1 12"I MIN * I 250S125-43 24" 11'-5" 40OS125-68 (50 KSI) 24" 18'-10" a ' 1 `� cn FCEILINGE 1 CEILING LINE o I I 1 1 , i ; i%G% // ;/ ,/ / / < z �O FRONT APPROACH PULL SIDE HINGE APPROACH, PULL 316 ////,/. /// // // %// ////// :// 0/00,% /�/�j '� / �// / /; %;' • :ot' 6005125-33 12" 26'-2"CD �3 (*) IF BOTH CLOSER AND LATCH ARE PROVIDED 362S125-33 12" 1T-7" 600S125-33- 16" 23'-9" 1 1 I o b (8) 362S125-33 16" 16'-0" 60OS125-33 24 20'-6» i 07 w N FRONT APPROACH, PUSH SIDE / - I w o ao 362S125-33 24" 14'-0" ///�i / // r %i 1 . 1 i m en o� Lfi L� r------------� / / / // / // // / . , ri / \�\ icf) ed I� bA u N S1 w EXTERIOR 1 NON -RATED FULL HEIGHT FULL HEIGHT I I LOW WALL NON -RATED I NON -RATED o 600S125-54 (50 KSI) 12 30 -9 1 1 I z WALL - PARTITION 1-HR RATED - NON -RATED 1 PARTITION PARTITION I PARTITION Q 36 MIN. i o362S125-54 (50 KSI) 12" 20'-6" 60OS125-54 (50 KSI) 16" 27'-11 RING TITION TITION 1 w 24 tMI.BTO LAB TO HEIGHT SLAB TO I SLAB TO 6"Of 00 1 362S125-54 (50 KSI) 16 18 -7" 600S125-54 (50 KSI) 24' 24 -5 >, I 1 I I cn 1 - 1 1 a SLAB TO 6 - HEIGHT NOTED SLAB TO _ SLAB TO I NOTED (SEE UNDERSIDE OF I ABOVE CEILING, o __-__- _- I ___� 362S125-54 (50 KSI) 24" 16'-3" / i/ /// / ___--_ _ ' / / /' '// l '/ BOVE SEE PLAN NDERSIDE OF NDERSIDE OF i 1 PLAN SPECIFIC CEILINGM&I O.N. �/. / / // ////// //'/// / /'»/ ILING - CIFIC OR FLOOR - OR FLOOROTES) I Q // '. 1 ■ F I F 1 I I * ! . i'/ / / / D ABOVE D ABOVE I (C) O 54' MIN. IF CLOSER IS PROVIDED. '/. /;, „/ �i,/T //, - N ES) - I I z P SIDE /' / // // / ; % / / / '� � / / / /i/ :;/'>i �� �� /i/ //I a 2-1 2 1 I ILLJ HINGE APPROACH, PULL / / ;, �: / I w � o / r/ LATCH APPROACH, PULL SIDE / %i r% '// '%/%, TAL STUDS , m �T! r /� /�/% //� 800S125-43 12" 36 -1" U.O.N. - - i i mo U �' co 40OS125-18 12" 14'-9" • 80OS125-43 16" 32'-9" . _ I i = w Q o 3 L________ _- L_ _—_—____--J 40OS125-18 16" 12'-10"• 80OS125-43 24" 28'-8" aw x I I I z i i z 40OS125-18 24" 10'-5" • "� "'/ � %�/ I 1 �I FINISH FLOOR LINE zo sa w 1 » 1 = / / , // : i/� // i /�/ // / 1 24 IN. -------------- //Z ------------J/�j�/ // / / // /jLij fffff/// �/Jjj 80OS125-68 (50 KSI) 12' 41 -11 m Lai 11 /� ll 11B11 11�11 "D11 "Ell IIC11 TYP. "Gll J NOTE: ALL STUD INFORMATION IS BASED ON: 800S125-68 (50 KSI) 16" 38'-1" /�'\ r v Q STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 80OS125-68 (50 KSI) 24" 33'-4" _ (*) 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED. (*) 48" MIN. IF CLOSER IS PROVIDED. LIMITING WALL HEIGHT TABLE-L/240 WALL TYPE SCHEDULE Z a _(j HINGE APPROACH, PUSH SIDE LATCH APPROACH, PUSH SIDE SCALE: NONE IWAMT-Height-table-L_240-SSMA 2 SCALE: 1/2"=1'-0" IWAMT-Wall_type_schedule1-SEA 2 z 0 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES z co w ROOF/FLOOR DECK, SEE N STRUCTURAL DRAWINGS o a ------ 20" MAX. >20"-25" MAX. o i 1 1ui (n I I z I o' ♦^ x x x o U) 18" iMIN. z < < < w z o 00 bi A , ------ 0 ---� X 'n � � PURLIN OR 4x BLOCKING w (A) (A) (B) — — — — — Q PULL SIDE UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH Q z N. r-------- i r---------I _ W Q i I z_ i i z_ i X x W THA (2)T# 0 WWOODBSCREWS � W 12" MIN. a x x vo cn w z I 0000 0 I o0 � - _ 00 �p �y T� V7 > Lu i I ------- i n L--------- J n i.C� ,�� d G�® C'® ®�' ,� 3-5/8" MTL. 25 GA. ,,� w x X z L.L. �,Q�� (350S125-18) STEEL STUDS � �..- -- s 't®1�j OR WIRE HANGERS > 10 - R STAGGER @ 8' O.C.) w (A) 10" MAX. (B) „ ��` (STAGGER MAX. 24 MAX. E- B UNOBSTRUCTED HIGH OBSTRUCTED HIGH SIDE n/ CK () () REACH Ct�y ®® PUSH SIDE PUSH SIDE, DOOR PROVIDED SIDE REACH O o WITH BOTH CLOSER AND LATCH REACH RANGES WALL BRAC AT PURLIN w C) MANEUVERING CLEARANCE AT RECESSED DOORS AND GATES 1 3 8 3 w � SCALE: 1/4"=1'-0 IACMI-AC_Reach_range_308_ADA SCALE: 3' = 1'-0' a M INSULATION WHERE OCCURS, � r „ 48" MIN. SEE RCP w 48 MIN. DOOR JAMB ro '' BRACE TO STRUCTURE, n %� ALTERNATE SIDES. USE Q SIDELITE 45 D G ' METAL STUDS AT 8'-0" O.C. m MAX., MATCH WALL STUD SIZE — DOOR IN OPEN ;'� & GAUGE (3 5/8" 20 GA. (A) (B) POSITION x MIN.) PROVIDE BENT LEG & x FASTEN TO TOP TRACK, MAX. W LENGTH OF BRACE 25'-0". 0 SUSPENDED ACOUSTICAL U) 0 PARTIAL PLAN SEE RCP Y CEILING, THERMOSTAT o SCRIBE WALL BOARD TO Lu w 48" MIN. CEILING GRID & TRIM NEAT & v TRUE a �---� - - OF LIGHT SWITCH/SENSOR w 5 8" GYP. BD. z / TOP TRACK SECURED TO o Lijcf)EACH SIDE OVER. WALL BRACES W/ (2) #8 0 - o ¢ NOTE: STUDS, SEE u) 3 1/2" METAL SMS. cn �r PROVIDE METAL BLOCKING BETWEEN ;,� I METAL STUD INSULATION WHERE OCCURS, m J (C) STUDS TO MOUNT LIGHT TABLE FOR SIZE SEE WALL TYPE SCHEDULE SWITCH/SENSOR & THERMOSTAT AT & SPACING 0 F DIMENSION INDICATED W o DOORS IN SERIES AND GATES IN SERIES cn (OR @ GLASS FRONT) ' z U ATE LT. SWITCH / T-STAT SIDELITE PARTITION TO UNDERSIDE OF CLG5 � `� DOORS, DOORWAYS & GATES Q Q o SCALE: 1/4"=1'-0" IACDR-AC_Doors_ 1 v 14 SCALE: 3/8"=1'-0" IMIMI-Light_switch_T_stat-01 v SCALE: 3"=1'-0" IWAMT-Uc_hd_dia_brc_ct-01 4 -i �( Q J `�/ a I INSULATION WHERE OCCURS, LO ry J cn j SEE WALL TYPE SCHEDULE Q a Q 5/8„ GYP. BD. EACH SIDE o w I OVER 3 1/2" METAL. STUDS, o SEE METAL STUD TABLE FOR o � CD co SIZE & SPACING >_ o w o (TYPE-X AT FIRE RATED o WALLS) �' G 0 z N Q BOTTOM TRACK WITH .145 DIA. en K x 1 1 /4" POWDER DRIVEN w w T FASTENER AT 24" O.C. PER o o N ICC-ESR 1799 N a 0 4" RESILIENT BASE w o @ GYP. BD. WALLS Iz- U.O.N. #10 SCREWS (TYP.) o a CD FINISH FLOOR o PA / PM: VSS w Q N NOTES: < DRAWN BY: KF 1. PROVIDE ACOUSTICAL SEALANT � (OR FIRE CAULKING AT FIRE w JOB NO.: SEA15-6007-00 v: a � ii. °' � a' RATED WALLS) AT BOTH SIDES OF can d d RECEIVE© WALL BOTTOM. z N CITY OF TUKWILA 2 RE UL 19 FOR F SHEET R L BLIES. MAR 0 12015 WALL BASE PERMIT CENTER ■ 24 15 10 w SCALE: 3"=1'-0'.' IWAMT-Base_typ-01 w CAUTION. IF THIS SH EET IS NOT 30x42 IT IS A REDUCED PRINT I L 0) -a I 0 0 i 0 U N U c� Q 0 0 I 0 0 0 I Q w Cn U 0 N a_ o' Y SEISMIC BRACING PERSPECTIVE 8" r z Q WOOD CONDITIONS WALL o DETAILS REFERENCE: NORTHWEST WALL AND CE L ING BUREAU . o ��� ATTACHED z REFERENCE 401 —REVISED 10/2009 2X SUBPURLIN OR 4X PURLIN OR GLB O�o� MOLDING REQ. COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE z SUSPENSION SYSTEMS FOR ACOUSTICAL „ AT IN. 4 3 ATTACHMENT, SEE ATTACHMENT DETAILS THIS o U LAY —IN CEILINGS SEISMIC DESIGN CATEGORIES wooD UNATTACHED 1-0 2" MIN. WALLS SHEET w � CONNECTION @ CENTERLINE o D, E, AND F. MEMBER CEILING BRACING Of 0 3 TURNS 8" vERTICAL WIRE WALL UNATTACHED WALL COUNTER SLOPE/SPLAYED o HANGER-300# MIN. MOLDING REQ. SEISMIC BRACING WIRE ATTACHMENT U OO \ Q� SPREADER BAR OR EQUAL TO MAX. RECOMMENDED LENGTH FOR VERTICAL. BRACING -VERTICAL STRUT MAY BE EMT CONDUIT, KEEP PERIMETER COMPONENTS METAL STUDS OR PROPRIETARY COMPRESSION POST. Q FROM SPREADING APART CEILINGS W/ PLENUMS <12" DO NOT REQUIRE LATERAL FORCE BRACING. w 3/4' MIN. AT *PROVIDE ENGINEERING IF PLENUM > 11'-0" o 2X SUBPURLIN OR 4X 2„ MIN. UNATTACHED WALLS INSTALLATION w o 0 PURLIN OR GLB COMPRESSION STRUT EMT• WOOD NOTES: WALL MOLDINGS: CONNECTION @ CENTERLINE 1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL MEMBER FLANGE 2 INCHES WIDE, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. ELECTRICAL METALLIC TUBING 1/2" TO 5-10" 3/4„ TO 7'-8" 1" TO 9'-9" 't .� N �1r U Z Q a_ w of Cn a z 2"MIN. SPREADER BARS: SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO Q 2X6 MIN. SUBPURLIN OR 4X THE MAIN BEAM. WIRES ARE ARRAYED 90° FROM EACH OTHER w V wo PURLIN OR GLB 1. SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS & AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF in cc co AND CROSS BARS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. THE CLG. HANGER WIRES SHALL BE 12 GA. &4' O.C. OR 10 m �_ .;_� z o PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. GA. & 5' O.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE CO aQ3 8 MUST BE SUPPORTED WITHIN 8 OF EA. WALL. _ U o -- (2) 5/16 X2 LAG SCREWS 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED F- 30 0. DIRECTLY TO CLOSURE ANGLES. 12 GA. HANGER WIRE SPACED z 5< w 5a MTL STUD VERTICAL BRACE 4' O.C. ALL WIRE TIES TO BE o z o� 3. WIRE TYING IS ACCEPTABLE ALTERNATIVE TO SPREADER BARS. 3 TIGHT TURNS AROUND w o SIZE PER CHART DETAIL 1, E ITSELF WITHIN 3 INCHES. 4. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. OPTIONAL VERICAL BRACING Q} SHALL BE 12' O.0 (MAX) AND m 5. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, BEGIN < 6' FROM WALLS -SEE PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. �CHART FOR SIZES AND VERIFY LOCAL CODE REQ. VERT. � SPREADER READER BAR & WALL MOLDING STRUTS MUST BE POSITIVELY ATTACHMENTS(WOOD DECK ATTACHED TO THE SUSPENSION z Q 70SYSTEM AND THE STRUCTURE Cn SCALE: N.T.S. ICEWC-Wire_conn_wd-SEA 11 SCALE: N.T.S. ICEAC-Wall-SEA ABOVE (WHEN USED.) o x LAT. FORCE BRACING 4 EA. w Co Q 41. 12 GA. WIRE SECURED TO �_ r "> MAIN RUNNER WITHIN 2'-0" o N �r OF CROSS TEE AND SPLAYED 90° FROM EA. OTHER @ a 2" 2 12'-0" O.C. BOTH DIRECTIONS m W W/ FIRST POINT WITHIN 4'-0" FROM EA. WALLLu '^ MAIN BEAM o Q �/, LLJ NOTES: CROSS TEE �z 1. CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL m ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING uj FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENT. .J Q 2. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND Y Z PERIMETER HANGER WIRE SPLAY WIRES. ,Q- 3. FOR CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILNG TO THE wui STRUCTURAL SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED. a V, 4. LATERAL FORCES BRACES SHALL BE 12' O.C. (MAX) AND BEGIN NO FURTHER THAN 6' FROM u= W v♦ WALLS. z Z 5. SEISMIC SPLAY WIRES ARE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A o ___-- --� MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR z W ___------ THE ACTUAL DESIGN LOAD WITH A FACTOR OF 2, WHICHEVER IS GREATER. w ------ ; - 6. POWDER DRIVEN SHOT -IN -ANCHORS WHEN USED FOR SEISMIC APPLICATTONS ARE PART OF A o w PRESCRIPTIVE PATH IN SEISMIC APPLICATIONS CAT. D, E, AND F, AND SHALL HAVE AN z W co VJ _-------- ICC-ES APPROVAL AND REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED .� WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FORM THIS T 3/4" MIN. FLANGE REQUIREMENT. 7. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. U 0 U POP RIVET SUSPENDED CEILING BRACING W o SCALE: N.T.S. ICEAC-Su sp_vertical_strut-SEA < O M _ CD (: NOTES:. z 1. FOR CEILING AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL® COS w HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS A•IPPIR0 a ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. i m 0 0 0 o- 3 TURNS Ljj m m 1. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, VERTICAL WIRE PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE HANGER-200# MIN. ANGLE. 2. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD) SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS. THERE SHALL BE A MINIMUM 3/4' CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN -ATTACHED WALLS. STEEL STUDS 1-5/8 X 20 GA. TO 12'-0" DBL 1-5/8 X 20 GA TO 15-0" 2-1/2" X 20 GA TO 13'-6" DBL 2-1/2" X 20 GA TO 15-0" 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS °- w DESIGNER REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED C1 DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE ®NlSkot4 t lkp.OIN MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. 0 3. IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS <2500 SF BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL o EXCEED A MINIMUM OF 6" ABOVE THE LEVEL PLANE OF THE GRID AND SHALL BE PERIMETER HANGER WIRE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A A POINT a AT LEAVE LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. o 2. OTHER THAN PARTITIONS AND SOFFITS, SEIMIC JOINTS MAY NOT BE USED AS PART OF _ _- 0 m A FIRE RATED CELING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS ___----' PROVIDED. ------- i ---" m Q 3/4" MIN, FLANGE Cn 0 SEISMIC SEPARATION JOINT POP RIVET z m 0 9 12 SCALE: N.T.S. ICEAC-Seismic-SEA 0 0 a w NOTES: w 0 1. FOR CEILING AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL _ HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS o ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND Of PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. CD x 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE z a DESIGNER OF RECORD AND NOTED ON THE PLANS.. IF A SEISMIC SEPARATION JOINT IS a REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED r DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREEof w MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. 0 3. IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO .AREAS d Li <2500 SF BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL = EXCEED A MINIMUM OF 6" ABOVE THE LEVEL PLANE OF THE GRID AND SHALL BE Y w U) J w a� W z_ J_ W U c' Lu o- 0 w 0 w Cn w Q i �. 0 N I N INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A A POINT Q NOTES: AT LEAVE LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. o PA/PM: VSS 1. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 LBS. PER S.F. 2. OTHER THAN PARTITIONS AND SOFFITS, SEIMIC JOINTS MAY NOT BE USED AS PART OF DRAWN BY: KF A FIRE RATED CELING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS 2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C. PROVIDED. w JOB NO.: A15-6007-00 FWXEIVED a_ CHANGES. PERMIT9. ILA 3. IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. E ER Q LATERAL FORCE BRACING SEISMIC SEPARATION JOINT 401 w SCALE: N.T.S. ICEAC- Lateral -force _bracing -SEA Cn SCALE: N.T.S. ICEAC-Seismic_separation-SEA _ w _