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Home My WebLink AboutPermit D15-0058 - 4 ELEMENTS - TRAFFIC TECH - OFFICES AND WORK ROOM4 ELEMENTS TRAFFIC TECH 16040 CHRISTENSEN RD SUITE 305 D15-0058 ukwila City of T • 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: 2523049039 Permit Number: D15-0058 Address: 16040 CHRISTENSEN RD 305 Issue Date: 3/27/2015 Permit Expires On: 9/23/2015 Project Name: 4 ELEMENTS -TRAFFIC TECH Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE, PALO ALTO, WA, 94301 Contact Person: Name: NANCY ANDERSON Address: 16040 CHRISTENSEN RD STE 101, TUKWILA, WA, 98188 Contractor: Name: PATTISON GENERAL CONTRACTOR Address: 15235 NE 90TH ST BLDG U, REDMOND, WA, 98052 License No: PATTIGC917C7 Lender: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE, PALO ALTO, CA, 94301 DESCRIPTION OF WORK: Phone: (206) 373-7130 Phone: (425) 978-8222 Expiration Date: 2/27/2017 TENANT IMPROVEMENT: ADD TWO OFFICES, ELECTRICAL, ADD NEW COUNTER TOP, NEW DISHWASHER, COUNTER AROUND THREE WALLS IN WORK ROOM Project Valuation: $27,900.00 Fees Collected: $1,103.22 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 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/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 Permit Center Authorized Signature: Date: -r 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. Date: �—2_`�1— 1 � 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). 27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 17: Maintain fire extinguisher coverage throughout. 18: 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) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: 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) 26: 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) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 23: 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). 28: 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. 31: 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. 25: 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 1LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hW://www.TukwilaWA.jzov SITE LOCATION Site Address:11 Tenant Name: Building Permit No. .S w O Project No. ? Date Application Accepted: Y� Date Application Expires: For office use only) 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" PROPERTY OWNER Name: C-C _�> Address: T-A� State: Zi '� CONTACT PERSON — person receiving all project communication Name: Address: City State: Zip Phone: _-,13,,)Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: Address: City: \ State:j, �4 Phone: Cc &)$Z Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: Suite Number � Floor: New Tenant: ❑ ..... Yes ,E-. No ARCHITECT OF RECORD Company Nam Architect Name: n Address: C City:State:l� �WZi Phone: : 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:., Citf: \ State: \ Zip H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Pagel of 4 BUILDING PERMIT INFORMATI - 206-431-3670 Valuation of Project (contractor's bid price): $ 2 —1A W Describe the scope of work (please provide detailed information): Existing Building Valuation: $, Will there be new rack storage? ❑ .... Yes -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 lst Floor 2 nd Floor 3 nJ 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: Compact: Handicap: Will there be a change in use? ❑ ....... Yes �.... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ... Sprinklers El ....... Automatic Fire Alarm El ....... None ❑....... Other (specify) Will dere 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" z 11 " 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 Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 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 OWNER OR AUTHORIZED AGENT: Signature: Print N Mailing Date: Day Telephone:. H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 PUBLIC WORKS PERMIT INI .MATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District El.. Tukwila ❑ ... Water District # 12-1 ❑ .. Water Availability Provided Sewer District El.. Tukwila ❑ ...Valley View El.. Sewer Use Certificate ❑ ...Sewer Avail ility Septic System: ❑... Highline ❑... Renton ❑... Renton ❑... Seattle Provided ❑ On -site Septic System — For on -site septic systenj provide 2 copies of a current septic design approved Ll .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Ea. Proposed Activities (mark boxes that a ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No 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 ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size........... ❑ .. Sewer Main Extension............ Publi ❑ .. Water Main Extension............ Pub FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ ewer Mailing Address: IF Water Meter Refund/Billine: Mailing ❑... Abandon Septic ❑... Curb Cut ❑... Pavement t El ... Looped e Line County Health Department. El ... Geotechnical Report El.. Traffic Impact Analysis El ... Maintenance Agreem (s) ❑ .. Hold Harmless — (SAO) El.. Hold Harmless — (ROW) ❑...Right-of-w se -Profit for less than 72 hours El ... Right -of- v Use — Potential Disturbance ❑ .. orkin Flood Zone . SAV Drainage WO # (2) WO WO # (2) WO #_ WO # El.. Deduct Private ❑ Private ❑ Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment ❑... Grease Interceptor ❑... Channelization ❑... Trench Excavation ❑... Utility Undergrounding (3) WO # (3) WO # Meter Size " Day Telephone: City State Zip Day City State Zip H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 3 of 4 DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $1,103.22 D15-0058 Address: 16040 CHRISTENSEN RD 305 Apn: 2523049039 $1,103.22 DEVELOPMENT $1,070.90 PERMIT FEE R000.322.100.00.00 0.00 $646.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $420.10 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $32.32 TECHNOLOGY FEE TOTAL ., R000.322.900.04.00 0.00 $32.32 $1,103.22 Date Paid: Friday, March 06, 2015 Paid By: NANCY ANDERSON Pay Method: CREDIT CARD 058388 Printed: Friday, March 06, 2015 2:16 PM 1 of 1 RWYS7EM5 rc, INSPEI Retain a INS ION NO. MON RECORD 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 Pr o'e : Q ! � TYpe�frc,y q ct ft f ss Addreb600 ae l.pkt Date Caile . SpecialInstructions: AA Date W nted`6. _ (� a.m. Requester: p(( e.k/ Phone No: Inspector: - Date? I t 6 s (, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection. r� r(3) INSPECTION RECORD [®( Retain a copy with permit 605-81 INS ON 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 Project: Type,Afi`�pectic,�: (f�j CS��el�c ll Ad ess: Date Call . Special Instructions: Date Wanted: a.m. p.m. Re nester:� 61 /�!"l Phone 2110G'.t? y �� Inspector: Dat ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Z Retain a copy with permit P15 INSP TION 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 Pro'ect: 4 Type of Inspection: 1 Cr�r A ess: f Cifs- Ao( Date Called: Special Instructions: ft(�D Aek Date Wanted, `�� a.m. 6 / / p.m. Requ ter: r k�e Phone No: 2)IzC- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i 3 INSPECTION RECORD 'h Retain a copy with permit �/5— �000 INS ON NO. PERMIT 140. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'M V Type of Inspection: d-ress: �6ogo q"'T �ePut Dat Called: Spedress: Instructions: 0 Date W rated= a.m. p.m Requester, Pane No: Inspector: Daje:j REINSPEC11014 FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Catt to schedule reinspection. INSPECTION RECORD 00 ,r) 9 l Retain a copy with permit / - S — n c/ Co INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project- Type of Inspection: Address: Suite #: t(o Contact Person: Special Instructions: Phone No.: —1 DdApproved per applicable codes. Corrections required prior to approval. COMMENTS: -, 1,elle ✓ /l-� �- !/ S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: inspector: -�i'�� Date: S/j �" I Hrs.: $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 COOK® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0058 DATE: 03/06/15 PROJECT NAME: 4 ELEMENTS - TRAFFIC TECH SITE ADDRESS: 16040 CHRISTENSEN RD - SUITE 305 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: k i A, w C 1, 'S tA t) Building Division Fire Prevention Planning Division YA- Wo 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 Corrections Required ❑ (corrections entered in Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: 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 Washington State Department of Labor & Industries Home Inicio en Espanol Contact Search L&I t' A-1 Index Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing PATTISON GENERAL CONTRACTOR Owner or tradesperson 16235 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. CW P6011067 Received by L&I Effective date 02/17/2015 02/24/2014 Expiration date 02124/2016 Insurance history Savings 140 savings accounts during the previous 6 year period. Lawsuits against the bond or sav1.ings https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 03/27/2015 C;AU I ION: 11- I HIS SHEE I IS NO.1 .50"x42" 1 1 IS A KEUUC EL) PRIN ABBREVIATIONS & 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 MAX. Maximum AL APPROX. Aluminum 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 N. North B.O.P. B.O.R. Bottom. of Panel 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 CEM. Cement O.C. On Center CER. Ceramic O.D. Outside Diameter (Dim.) CFCI. CONT. Furnished/CONT. Installed OFCL Owner Furnished/CONT. Install CFOI. CONT. Furnished/Oner Installed OFOL Owner Furnished/Owner Install C.I. Cast. Iron OFF. Office C.G. Corner Guard OPNG. Opening CLG. Ceiling . OPP. Opposite CLKG. Caulking 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 CONE 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 DET 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. Elevator 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 GND. Glass Ground W. West GR. Grade W C. With GYP. Gypsum W Water Closet WD. Wood H.B. Hose Bibb W/o Without H.C. Hollow Core WP 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 3 XX OFFICE ROOM NAME / XSHEET NUMBER - 101 ROOM NUMBER XX f DETAIL SEC11ON REFERENCE XXX -+- SHEET NUMBER C) NEW DOOR i o # XX SECTION REFERENCE j) DOOR NUMBER A XXX -+- SHEET 'NUMBER (REFER TO DOOR F SCHEDULE) ELEVATION REFERENCE X A EXISTING DOOR XXX SHEET NUMBER v H FEc FIRE EXTINGUISHER 1 ELEVATION VIEW Oo CARIMFT W/ FIRF AAbAL _ M r%1A'r1^k1 occcDcnl(`C Nh EXTINGUISHER X 4 XXX f SHEET NUMBER c° dFE WALL -MOUNTED FIRE EXTINGUISHER 3 w 0 X KEYNOTE INDICATOR P - -- WALL MATERIAL TYPE 3 1 TYPE NUMBER N X EQUIPMENT TAG C -FLOOR MATERIAL TYPE D 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 O.R 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 COMPLE1ION 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 - SUBSTTTUTTONS 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 NLALCOMB. 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 INSTALLATON 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 N AF\ L No SCALE PROJECT SITE 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: CITY OF TUKWILA 2012 INTERNATIONAL BUILDING CODE 2012 NA11ONAL ELECTRIC CODE 2012 INTERNATIONAL MECHANICAL CODES 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 209 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 R:k 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, NEW PARTITION WALLS, MILLWORK AND LIGHTING. NO EXTERIOR WORK IS INCLUDED. NO CHANGE OF USE OR INCREASE IN OCCUPANCY IS ANTICIPATED. OFFICE (B) l4q.04 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. ARCHITECTURAL (7 SHEETS °; ac U A0.1 TITLE SHEET o Z A0.2 GENERAL NOTES z A0.3 SITE PLAN N A1.1 OCCUPANCY & EXIT PLAN o A2.1 DEMOLITION, PARTITION, POWER/SIGNAL & REFLECTED CEILING PLANS = - F- A3.1 WALL & -MISC. DETAILS zo A4.1 CEILING DETAILS w v_ On W w m J ¢ cn 0 z Z z 0 in z LO W o W. M _ a cn F W w ELECTRICAL o BIDDER DESIGN (UNDER SEPARATE PERMIT) w U z w 0 w U w = MECHANICAL a_ w -BIDDER (UNDER SEPARATE PERMIT) Y ¢ �- -DESIGN PLUMBING - o BIDDER DESIGN (UNDER SEPARATE PERMIT) Z z W 0 SPRINKLERS z BIDDER DESIGN (UNDER SEPARATE PERMIT) ao 0 U J FIRE ALARM UJ w BIDDER DESIGN (UNDER SEPARATE PERMIT) of 3 UJ ,.... w v RE��#EIrD FOR CQ+ E CO" I.DLIANCE ¢ 9 s 9 +„ m P i- F- o_ 18 Ci of TukvAlel BUILDING DIVISION w 0 FILE COPY r z rmit No. � � z �� o Plan review approval is subject to errors and omissions. N Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: Date: ti Clty of Tukwila BUILDING DIVISION 0 z J En 0 z Q O U J W 3 0 REVISIONS No changes shall be made to the scope a of work without prior approval of 0 Tukwi!a Bui11din9 Division. 0 fi�DTF: Revisions will require a new plan submittal a and may include additional plan review fees. I � w a_ 0 o: o_ w / w a: z 0 F=- U W a SENSE 101111101111110111. PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6033-00 RECEIVED 1 CITY OF TUKWILA Z SHEET MAR. 0.6 2015 N 0 Z PERMIT CENTER o A0E11 w A REVISION CLOUD MISC. MATERIAL TYPE & DELTA NUMBER TYPE NUMBER . - UAU I IUIN: I I Nlo JI-ILL I IJ 1'VU I Jv xy-L I I 10 H F\L-uul1LLJ F I\TIN I . Y PARTI1.TION PLAN NOTES FIRE AUTHORI Y NOTESMOLLTION N4�'ES FINISH NOTES CEILING NOTESACCESSIBILITY NOTES . . DE.Z* . . . u- . . APPROVED BY ARCHITECT. 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 � 1. ALL ITEMS ARE FOR REFERENCE ONLY, ANY ITEM NOT SHOW SHALL BE 1. DRAWINGS OF EXISTING. CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA 1. NO FINISH SUBS. . I . 0 . I TITUTIONS MAY BE MADE UNLESS REFERENCED IN THE 2012 INTERNATIONAL BUILDING CODE AND ICC-A117.1-2009. 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. 2 WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. 2. ANY DISCREPANCIES. CONTAINED HEREIN DO NOT RELIEVE THE CONTRACTOR OR 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 z OWNER FROM COMPLYING WITH CURRENT STATE AND FEDERAL ACCESSIBILITY 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 w STANDARDS. 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 0 COURSE OF THE "DEMOLITION WORK. PRODUCTS. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY STANDARDS. 0 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STALE AND DISCREPANCIES ON PLANS. 4. ALL CONDUIT PIPING 1N ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL = S. 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 STANDARD 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 0 UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN ~ 4. REFER TO 2012 INTERNATIONAL BUILDING CODE, CHAPTER 11 AND BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP APPROVED OR NOTED. 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-A117.1-2009 FOR CURRENT AND UP TO DATE INFORMATION. DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE 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. a WITH STATE &LOCAL CODES. 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING m 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS 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 m ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN AFLAME -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 m CONDITION. 6. PLACEMENT OF .:LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE 6. FIRE .SPRINKLER SYSTEM(S) SHALL MEET STATE &LOCAL FIRE.. CODES AND BE � WALL .SURFACE.. 7. USE WATER RESISTANT .GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO 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'-0" _ 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. Q PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS 7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE GELLING GRID. 8. ALL. PLUMBING WORK `SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL w REQUIRED. VINYL AND FABRIC FINISHES AND COLORS APPLIED ED A SUBSTRATE WHICH CODES. 7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR o 15 REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT 8, NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER w 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. . ALUMINUM FLEX, ALUMINUM CONDUIT, AND .POT METAL CONNECTORS. 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING STATE &LOCAL FIRE CODES. o TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON " _ DRAWINGS. z B. ONE (1) 24 X 24 MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER W. THESE :CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO 9. ALL FABRIC AND VINYL FINISHES AND COLOR. SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES � DAMAGE ADJOINING CONSTRUCTION. 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE AS NOT TO 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 O 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. ARCHITECT. (NO EXCEPTION). AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT MORE. . UTILITIES WHETHER SHOWN HER OR NOT AND TO PROTECT THEM FROM D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR QUALITY CONTROL. - FOR APPROVAL PRIOR. TO INSTALLATION. 0 DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR / 10. ALL SPRINKLER HEADS AT HARD LID CEILINGS ARE TO BE FULLY RECESSED AND 9. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM 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, o REPLACEMENT ON OF HIS WORK% 11. 6. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD 0° CONJUNCTION WITH THE EXECUTION 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 & m 7. ALL EXISTING BUILDING U1ILITIES SHALL REMAIN IN OPERATION DURING FABRICATION. LOCAL FIRE CODES. _, APPROVAL PRIOR TO J CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS 7. SUBMIT SEAMING PLAN FOR CARPET TO ARCHITECT FORA 11. ALL GYPSUM BOARD CEILINGS ARE TO BE. INSTALLED WITH LINEAR DIFFUSERS. a TEMPORARY SUSPENSION CARPET ORDER. 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 N THAT ARE TO MAINTAIN UNINTERRUPTED 'SERVICE. ANY G.C. TO OF SERVICE SHALL BE COORDINATE D 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 ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. SYSTEMS, SHALL BE SUBMITTED BY INSTALLING: CONTRACTOR. SUCH PLANS z 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. a- REQUIREMENTS OF ALL 9. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER TILES OR IN 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND w 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL Q SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24 x24 CEILING . ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. " IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS. 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN 0 UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND CENTER OF 24 x24 PORTION OF 24 x48 CEILING TILES, UNLESS OTHERWISE _ SPECIFICATIONS. NOTED. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS ;MUST MEET ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO U' 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 o 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. OVERLAPPING. INCLUDED. FROM FIRE DEPARTMENT PRIOR TO ORDERING. a THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. 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 INDICATED ENGINEER. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: t CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. 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 N CONTRACTOR. 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 75-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE o 12. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY 10. REMOVAL AND DISPOSAL OF DEMOLITION .DEBRIS IS THE RESPONSIBILITY OF THE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS 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 iE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSIERS WITH THE 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, PRIOR TO THE START D 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 zo OWNER P SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF DONE IN A LEGAL MANNER. . 16. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERSCE HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO w 14. WHERE FLOOR -MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT 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 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 FOOT-CANDLE AT THE FLOOR LEVEL. APPROVAL. IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. W ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO .THE START OF DEMOLITION. TRIM CARPET. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS 17. EMERGENCY LIGHTING SHALL BE 2 SEPARATE SOURCES OF POWER AND SHALL 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED. WITH 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY m DIRECTED BY THE OWNER. 15. ALL V.C.T. TO BE INSTALLED WITH FULL 11LE FROM VINYL THRESHOLD STRIP AND COMPLY WITH THE NEC. O ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE � FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.O.N. 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'-0" .IN HEIGHT, AND 6'-0" 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 z CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. TO INSTALLATION. SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN REFINISH) EXISTING WALLS, 17. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT cn FLOORS OR CEILING IN THE AREAS OF THE BUILDING ACCORDANCE WITH STATE & LOCAL FIRE CODES. z CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL O NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 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. z 18. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED CODES. w 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND ON FINISH PLANS. 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 o REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE " ,� 20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE ON FINISH PLAN; ENLARGED FINISH PLANS &FINISH LEGEND. SHOWING THE SPECIFIC RATING. In w 19. FLOOR FINISHES TO CONTINUE UNDERNEATH OPEN FLOOR AREAS OF MILLWORK ``' 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 PUBLIC AND TO ALLOW BUILDING OCCUPANCY. SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING cn INDICATED TO INSURE C SAFETY 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. w 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 o THICKNESS STILL CONFORMS AT MINIMUM RATING REQUIREMENT. 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, OR ANY SPECIAL KNOWLEDGE OR EFFORT. w 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. STAIRS, AND ACROSS CEILING OF RESIROOMS TO CREATE AN ACOUSTIC z 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 DETEC11ON o . 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION D COMPARE RESULTS CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AN 23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PAR111IONS SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FIR HORNS, STROBE w AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR LIGHTS, CONTROL PANEL. CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL _ . OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE WARRANTIES AND ADHESIVE PRODUCTS. AND SOFFITS FOLLOWING REMOVAL OR INSTALLATION OF ANY SURFACE MOUNTED ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHA a ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. OR RECESSED FURNISHINGS, RECEPTACLES, UTILITY PIPING, SHELF STANDARDS. & D FOR w 2. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH ALL OTHER SIMILAR `ELEMENTS INDICATED TO BE REMOVED DURING THE CODE COMPLIANCE 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES 2 DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND 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 APPROVED w THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. NOTIFY THE ARCHITECT .IMMEDIATELY IF THE STRUCTURE APPEARS TO BE FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH Molt 18 1�15 ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE 23. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL EXISTING FINISH TO PROVIDE CONSISTENT &CONTINUOUS FINISH. SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. zrn 0 BEEN TAKEN. 24. FEATHER SUB -FLOOR UP FOR TILE FLOORING TO CARPET AND B) VINYL Clt�l O� TUkwifal 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT ) EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE FLOORING TO CARPET, FOR FLUSH INSTALLATION. z LL REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND 25. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING NOTES POWER & SIGNAL NOTES DOOR NOTES �_ Z_ LIFE SAFELY EQUIPMENT FOR ADEQUATE COVERAGE. MILLWORK TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT % 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE FLOOR TYPES MEET, VERIFY COLOR. d REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM 1. CONTRACTOR MUST NOTIFY ARCHITECT DESIGNER OF ANY DISCREPANCY IN m REQUIREMENTS: 26. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER / BUT OMITTED FROM SCHEDULES 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL c MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER PLANS: FINISH ITEMS CLEARLY SHOWN IN PLANS, A. FULL HEIGHT WALL FROM FLOOR TO CEILING. MANUFACTURER'S MAINTENANCE SPECIFICATIONS. OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. SUB -CONTRACTOR. GOVERNING CODES &STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE m CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR OF DISCREPANCY. LL B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. TO ORDERING PRODUCTS. 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. a 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 2. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL PRIOR TO FABRICATION TO 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE 3 14. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET THE ARCHITECT. CABINETMAKER SHALL USE ON SITE FIELD FRAMING DIMENSIONS 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 REPRESENTATI WITH QUESTIONS PRIOR TO PROCEEDING. FOR ALL SHOP DRAWINGS AND FABRICATIONS. ANY SUBSTITUTIONS TO THE OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". 3 . AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. FOLLOWING SPECIFICATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO WALL STUD. 28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED FABRICATION. 4. LATCHING AND LACKING 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 LL LL ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. 3. CABINET MAKER TO COORDINATE & VERIFY WITH CONTRACTOR FINAL LOCATION NO MORE THAN 2" APART. HARDWARE (LEVER OR PUSH TYPE). VERIFY CONDITION AT EXISTING DOORS. a FOR CANTILEVERED COUNTERS FOR IN -WALL SUPPORT BRACKETS, PRIOR TO . a 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 GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR 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 a ADVANCE WITH THE OWNER. ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE IN -WALL SUPPORT BRACKETS MUST MEET ALL APPLICABLE ACCESSIBILITY CODES +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 AND STANDARDS WITH COUNTER TOP MATERIAL THICKNESS INCLUDED. FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT -INTERIOR DOORS - 5 POUNDS u 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. -LL 4. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED. FROM ARCHITECT/INTERIOR -FIRE DOORS - 15 POUNDS 30. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY DESIGNER ON SHOP DRAWING SUBMITTALS OR BY LETTER. 6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES TO BE 18. AT FLOOR -AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE CENTERED AT +18" A.F.F., U.O.N. 6. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & 3 EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING AND PROPERLY MEMBERED AND ALIGNED S0, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HE MUST BE SET AND 5. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS & STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING PER SPECIFICATIONS AND- MANUFACTURERS REQUIREMENTS. SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. LOWER CABINETS IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL OTHERS TO 7. ALL TELEPHONE AND DATA CABLE TO BE IEFLON COATED PLENUM RATED CABLE, THE SPECIFIC RATINGS. LL JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO HAVE PLASTIC LAMINATE EDGE BANDING U.O.N. SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE s 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 STALE OF ALL GOVERNING CODES & . CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL 6. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, STANDARDS AND THE ADA. a THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO 31. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR UNLESS APPROVED PRIOR TO EACH JOB. 8. LOCATIONS OF 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 FOR34" MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE 8. OPENING HARDWARE IS TO BE CENTERED BETWEEN NS AND A ABOVE FINISH `c 7. ALL BASE CABINET ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON POWER FEED. FLOOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND MATCH NEW. c 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 FINISH PLANS OR ELEVATIONS. Q INSPECTOR. SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH 9. WHERE 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 8. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE/POLYESTER OR PANEL.SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. a 20. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. 10. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED. c SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER FIRE DEPARTMENT. 33. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN .GYPSUM -_BOARD WALLS AND 9. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH SPECIAL CONVENIENT LOCATIONS. 11. CONTRACTOR IS RESPONSIBLE TO COORDINATE &VERIFY ALL DOOR FRAME CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. EXTERIORS. 1HRQAT THICKNESS' FOR EACH LOCATION. < 21. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION u PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM 34. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE 10. NO 3 4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. 11. WHERE ELECTRICAL WORK: IS SPECIFIED IN D. BY TC110N WITH CABINET WORK, 12. ALL DOOR FRAMES TO BE FACTORY FINISHED. u 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. c ' 13. ALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. ` ALIGNED, SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW 11. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED. 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET o 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 . ALL PULLS TO BE 4" WIRE WITH A BRUSHED CHROME FINISH, UNLESS OTHERWISE CONTRACTOR ARE TO BE .COORDINATED WITH THE ELECTRICAL CONTRACTOR, 12 U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER 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 SPECIFIED. ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. BED/BOND COAT AND WALL TILES. 23. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, 15. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF L II, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR 13. ALL DRAWERS TO HAVE ACCURRIDE (OR APPROVED EQUAL) - FULL EXTENSION 13. ALL WALL COVER PLATES SHALL BE WHITE UNLESS BUILDING STANDARD' IS c REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A 35. ALL WALL TILES ARE TO HAVE A MORTAR BED/BOND COAT THICKNESS TO GLIDES. DIFFERENT, MATCH BUILDING STANDARD. NOT ABLE TO REFINISH TO "AS NEW" CONDITION. -o ACCOMMODATE THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE N CONSULTANT OR SPECIALIST, LICENSED BY THE STALE, FOR SUCH SERVICES SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. o SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 14. ALL FILE PEDESTALS 'ARE TO BE CONFIGURED FOR "FRONT TO BACK" FILING AND 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 c al KNOWLEDGE OR EFFORT. BE ABLE TO ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX TYPE FILE STANDARD COLOR COVER PLATE. z n 36. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE FOLDERS, UNLESS NOTED AS LATERAL. to 24. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH. THAT 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 ; o FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO j TRANSLUCENT GLASS TILES. 15. ALL COUNTER TOPS TO BE. 24" DEEP, EXILING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. c ,n STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RAl1NG(S) UNLESS OTHERWISE SPECIFIED. WHERE NO INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. O OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING BACKSPLASH IS SPECIFIED, COUNTER TOPS TO BE SCRIBED TIGHTLY TO BACK & SIDE WALLS. 1.16. TENANT TO PROVLDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION 18. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RECITES, HARDWARE, c INSULA1ON IS DAMAGED/AFFECTED DURING THE COURSE. OF THE WORK, AS CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS DOOR AND RECITE FRAMES OR OTHER STANDARD DETAILS, .THEN CONTRACTOR DEFINED BY THIS PROJECT SCOPE THEN THE CONTRACTOR SHALL PATCH REPAIR MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUC110N. / 16. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE WITH TENANT. f THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED . OF BASE, UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST L THE ORIGINAL FIRE -RESISTANCE RATINGS) OF THE EXISTING BUILDING BUILD NOTES BE .CAULKED SEALED, VERIFY EITHER MATCHING COLOR CAULK OR CLEAR 17. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO i ELEMENT(S). DESIGN SILICONE. DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. GLAZING NOTES L ~ 25. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE 17. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, t o POSSIBLE. ESPECIALLY FOR SINKS U.O.N. 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT I I CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND . 11 ft. M 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES n 26. EXISTING DOORS TO REMAIN U.O.N. 18. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE BOXES AT EACH LOCATION. o SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. c co BANDING ON ALL DOORS TO MATCH FACE MATERIAL. 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT 1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING 1� ED . . 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO LOCATIONS. AND THICKNESS OF THE GLASS. CITY OF TUKWI A a INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. w 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR REFERENCE MAR. 0,i 2015 v ONLY. .3 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. 4 � 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED PERMIT CENTS : ~ LIGHT FIXTURES. 4. ALL . GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF a - THE FLOOR SHALL BE TEMPERED. (SAFETY GLASS) a 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH � CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ocomp 0 0 519 5. ALL GLASS SHALL COMPLY WM1H THE REQUIREMENTS OF STATE AND LOCAL 'L _ ARCHITECTURAL GLAZING MATERIALS. ROOF MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR 6. WHERE JOINTS ARE REQUIRED IN MULTIPLE CITE SITUATIONS, SILLCON IS TO BE j PROVIDED U.O.N. _ i . I . .J >- z J a Lu u V I= 00 0 t u N , I eo .B v 3 8 a) I B B a W l 2 � a��00 \,o Ro t � to . . c y . u g - C N u +� � RS O A m 0..5 tb 0 (V � ;11 w PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6033-00 SHEET AOm2 C;AU I ION: If- I HIS SHEE I IS NO I 50"x42" 11 IS A REDUCED PRIN 1/3 2"=1'-0" 0 16" 3211 64" 128" RECEIVED CITY QF TUKWILA MAR 0e-6 2015 PERMIT CENTER SITE PLAN (For Reference Only) SCALE: 1 "=20'-0" N ¢ p W Cr U V) 0 Z H N m O W S H Z O 0 W E Cr W W m J J 2 N 0 Z Q Z O Z w m 0 0 W J Q U Cn m LLI W U z W 0 W U W O_ W Y Q H J 2 (/7 N Z O N Z W 0 Z H H m 0 U J Q W Q Z W m W W cr ¢ m CL U X W Y Cr O 3 w 2 O z z 0 0 w V) W m 0 z 2 N 0 Z ¢ m O U J W m w O H cy- C� d O U 0 Z F- m W m O m a- W 2 F- W m V) z 0 U L� U W M N 0 Z U) C.7 Z a Of 0 W V) W F- w d+Cn O 00 C31 O bA N 3 l > 10 N So N N O g J Q of C9 W 9= U `o 0 W M I— u.i U c~n LL No LL J � Q Z Lu J w (%) / W � VJ F-�- ui (1) Z >_ � Lu �V � W o o w d- Y Q LLI C 0 U � N w o. ry L O L Z /J^ Y W w� W d V J u- W V) N ... UJ Q — 9 � 0 PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6033-00 .SHEET A003 CAUTION: IF THIS SHEET IS NOT 30"x42 IT IS A REDUCED PRINT 1/8"=V-0" THIRD FLOOR OCCUPANCY AND EXIT PLAN ■ 0 4' 8' 16' 0 3 a N; C i Lr C I s c c 4- 4- c L C C C CC I L a LL V c c r L n a 3 2' PLAN SPECIFIC NOTES r1 EXISTING STAIR TO REMAIN. F2 EXISTING ELEVATOR TO REMAIN. �3 EXISTING TENANT SEPARATION WALL TO REMAIN. ® EXISTING FULLY ACCESSIBLE RESTROOM FACILITY. �5 EXISTING CORRIDOR TO REMAIN. SEE SHEET A0.1 & A0.2 FOR GENERAL NOTES & INFORMATION LEGEND SCALE: 1 /8"=1.—O" INDICATES EXISTING EXIT = ® ® ® ® m UNOBSTRUCTED PATH OF TRAVEL INDICATES �+ FOR i R� ove® �NR I 2415 Of "la �� TutSlo DiVN N RECEIVED CITY OF TUKWILA MAR 0.-6 2015 PERMIT CENTER Y O } z Q LL 0 z w w U z W O U W _ H O CL m O U J W Of Q L.� O w U f= O Z W _ O F- H _ C.� O m W m J J Q _ N U Z Q o_ W of U U) m Z Q N m 0 W z O 0 W w w m J J Q 2 N Z Q N Z O N Z W W J U N 0 W U z W 0 W U W o_ W Y Q Ln (N Z 0 U) z w 0 z ui Of cd O U J Q W ¢ Z W w W U Q } m W U X W Y Of w 0 } Z Z 0 0 W U) W m 0 z J J Q _ cn 0 z m O J W cr W O _ c� } d O U 0 z of w a_ 0 a- W W Q U) z O F Q U L� U W o_ U) 0 Z ¢ 0 z a a: 0 W W J z z i Lj O Z o r� V Ot^ w U w Q m 0 00 a1 O bA U N v . N ti �+ � 4; y OC) N u) � L cC +O+ j iz ¢, . u bA o O N 4 c�� S1, w W 0 M U Q c~n � N � LjL J 0� Q Q a ZLij � w U) � > W I—' W c~n � Z >_ � W �U � W o d- J � W d- Y Q w z Q J F- x w ~¢ w z Q U Z n Y 7 U w o- W EL O 0 0 0 W N m o � r� PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6033-00 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 6 N Q t\ O O O N i I U C' O O I t` O O m I uj W N a v N ID o= 3 L 12'-0" IC 1 1'-6" 2_EEl2 10,_.O„ I 10'- --I EQ.; r N N I A 1 3' i D L EX. EX. OFFICE OFFICE T—o' WORK ROM i BREAK ROOM 109 108 106 F.E. 7 5 4 6 EQ AWX_11 . ENTRY SERVER Ak 105 EX. OFFICE 102 EX. CONE 103 17 DEMOLITION/PARTITION PLAN SCALE: 1 /8"=1'-0" REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" LIGHTING NOTES FIELD VERIFY EXISTING CEILING GRID LOCATIONS AND NOTIFY ARCHITECT OF ANY NOTABLE .DISCREPANCIES. 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. CONTRACTOR SHALL OBTAIN APPROVAL FROM PROJECT MANAGER FOR ALL THERMOSTAT LOCATIONS. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE 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, - AUDIO -VISUAL ALARMS AND OCCUPANCY SENSORS, TO MEET ALL APPLICABLE CODES. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN.. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE SEISMIC BRACING ® ALL NEW & RELOCATED LIGHT FIXTURES. CONTRACTOR SHALL PROVIDE LAMPS W/ TYPE IC RATED HOUSINGS WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION. CONTRACTOR TO PROVIDE DAYLIGHT ZONE CONTROLS AS REQ. BY CODE AND JURISDICTION. CEILING LEGEND EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN RELOCATED EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE ® EXISTING CEILING -MOUNTED EXIT SIGN TO REMAIN 0 EXISTING CEILING -MOUNTED FAN REMAIN EXISTING CEILING -MOUNTED EMERGENCY LIGHT TO REMAIN N LIGHT SWITCH LOCATION (PROVIDE NEW AS INDICATED W/ N) SEE SHEET 3.1 FOR MOUNTING/LOCATION DETAIL 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. SEE SHEET AO.1 & AO.2 FOR GENERAL NOTES & INFORMATION PLAN SPECIFIC NOTES FD-1-1 REMOVE ALL EXISTING UPPER/LOWER CABINETS, SINK, COUNTER AND DISHWASHER. PATCH THE WALL AND REPAIR FLOORING READY" TO RECEIVE PAINT AND NEW FLOORING AND NEW FIXTURES. PROVIDE B/S VERTICAL SAFETY GLASS RELITE ADJACENT TO NEW DOORS. PROVIDE NEW 5'-0" HORIZONTAL RELITE CENTERED IN WALL AND SET AT 3'-6" AFF WITH TOP OF FRAME TO MATCH EXISTING DOOR FRAME NOT USED. ® REPLACE UPPER/LOWER CABINETS, SINK AND PROVIDE NEW DISHWASHER W/ ALL REQUIRED HOOKUPS IN SAME LOCATION AS THE CURRENT FIXTURES. REMOVE CABINETS AND PATCH WALLS IF REQUIRED READY TO RECEIVE PAINT. © PROVIDE NEW 30" DEEP COUNTERTOP SET AT 29" HIGH WITH UNDERCOUNTER SUPPORTS AS REQUIRED. PROVIDE GROMMET HOLES FOR ELECTRICAL/PHONE/DATA AS REQUIRED. VERIFY W/ TENANT FOR LOCATIONS AND NUMBER PRIOR TO DRILLING. PAINT ALL NEW AND AFFECTED WALLS, TYP. NEW COPIER AND FAX LOCATION -VERIFY ELECTRICAL AND PHONE/DATA. aj FURNITURE BY TENANT, TENANT'S VENDOR TO VERIFY ADA REQUIRED CLEARANCES, FURNITURE SIZE, AND ELECTRICAL/PHONE/DATA REQ. WALL LEGEND DEMOLITION EXISTING CONSTRUCTION TO REMAIN 2F NEW B/S PARTITION WALL TO GRID A3.1 2F NEW B/S PARTIAL HT. PARTITION TO A3.1 4'-0" W/ WOOD CAP 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: �X B/S DOOR HARDWARE SHALL BE ADA COMPLIANT LEVER STYLE. 1 PROVIDE AND INSTALL B/S HARDWARE SET WITH LATCH. VERIFY W/ TENANT IF LOCKS ARE REQUIRED. S. o 058 RECEIVED CITY OF TUKWILA MAR 0=6 2015 PERMIT CENTER of 0 3 z ¢ 0 z w W U z w O U W 0 Of 0 a- m m O U J W 3 w O w U H 0 z W _ 0 c� O tr m W m J J _ a m W cy- N 0 r z uj V) m 0 W _ z 0 LLj W W m J J 0 Z ¢ U) z O V) Z W 0 0 W J U N Of 0 W U Z W W U W W Y H J J Q _ V) m z O V) z W m 0 z F- 3 m 0 U J W CK z W m W W m W U X W Y O W 0 z Z O 0 W V) W m F_ 0 z J J _ cn Z m m 0 J W O F- _ 0 } d O U 0 Z F w a 0 Of a_ w 2 I- W N z O F= U L.� U W CL z V) Z ¢ 0 W W x U Lu 0 rn 0 o,o u N > v N o� � o� N 0 a. bo u N a w U c~n LL No V— ry w � W Z � > WU) Y I'-' 0� W c~n � Z >_ 0� W IntoU � W o � J � C9 w Y Z W � Q CL U co W Q Z O ^Q^ 1..1� Z Y O �l lif F Lu 0 J r OW C c 0 W W = N Lo H ¢ T po � I ro PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6033-00 SHEET A201 L/ " V I I \l 1 V. 11 11 11�J `!I Il_I- I ICJ 1 V V I V V /♦ I L iv i "v v v`v I I % I I v I IT -3a- I�i M 0 CD LO 0 .r0 I U U 4- a 0 0 I rM r7 CD cD I w a '3 Y a N a Q 3 a� Y MEMBER DEPTH: FLANGE WIDTH: O (EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" N 162 X INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC REPORT ESR-1338: NOTES FOR ALL WALLS: ALL.MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS MAX. METAL STUD SPACING SHALL BE 24" O.C. • SEE .METAL STUD CHART FOR GAUGE. z INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. -MIN. FASTENER SIZE SHALL BE No. 6, 1-1/4" SCREWS SEE FLOOR/PARTITION .PLAN AND/OR GENERAL ¢ DEPTH IS THE INSIDE DIMENSION. " " NOTES SHEET FOR ANY REQUIRED INSULATION. 0 600 S 162 - 54 -MAX. FASTENER SPACING SHALL BE 12 FIELD & 8 AT EDGES. STYLE: MATERIAL THICKNESS: — — 8 • ALL WALL STUDS TO BE 3-5/8", U.O.N. (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 THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE FULLY INSULATED; U.O.N. TYPTHE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL w THICKNESS REPRESENTS 95% OF THE DESIGN i UNDERSIDE OF ROOF OR DECK ABOVE La z S = STUD OR JOIST, T = TRACK, U = CHANNEL, THICKNESS. F = FURRING �� o INTERIOR NON-STRUCTURAL NON -COMPOSITE: -- 0 .°• ; wci J z 0 w Zn 0 CL a 0 z a 0 w In MEMBER • ® • . ® • • r: "151Si%/i/�iVMEEM/ 1 (S) STUD SPACING 5 PSF - MEMBER (IN.) O.C. U240 1 0 0 40OS125-43 12" 20'-9"cy a 40OS125-43 16" 18'-10" _ 400S125-43 24" 16'-5" Q = • - m � oU. `` i 1 - m N t �� - Q 40OS125-68 (50 KSI) 12" 23'-8" w 0 40OS125-68 (50 KSI) 16" 21'-6" Q F ° i F 40OS125-68 (50 KSI) 24" 18'-10" CEILING LINE I CEILING LINE 0 k �\ / �` I w r 21 16 z 3 4 O _ _ _ 60OS125-33 12" 26'-2" 362S125-33 12" 17'-7" 60OS125-33 16" 23'-9" 0 362S125-33 16" 16'-0" 60OS125-33 24" 20'-6" _ 0° 'gift1 w 362S125-33 24" 14'-0" _ m = cn XTERIOR N -RATED LL HEIGHT IF L HEIGHT I I LOW WALL NON -RATED i N-RATED 60OS125-54 (50 KSI) 12" 30'-9" WALL 1 11TION HR RATED 1-RATED i i PARTITION PARTITION ARTITION ¢ 362S125-54 (50 KSI) 12" 20'-6" 60OS125-54 (50 KSI) 16" 27'-11" FURRING PARTITION PARTITION i » w� 1 SLAB TO 1 SLAB TO HEIGHT SLAB TO i SLAB TO 6 U 362S125754 (50 KSI) 16" 18'-7" 60OS125-54 (50 KSI) 24" 24'-5" ° SLAB TO 6" - HEIGHT NOTED SLAB TO _ SLAB TO I I NOTED (SEE UNDERSIDE OF ABOVE CEILING, o 362S125-54 (50 KSI) 24" 16'-3" BOVE E PLAN DERSIDE OF DERSIDE OF i PLAN SPECIFIC CEILING O.N. CEILING - SPECIFIC ROOF OR FLOOR ROOF OR FLOOR i i NOTES) � i ¢ �S) ECK ABOVE ECK ABOVE i ° USE 2-1 /2" " " ETAL STUDS - - i i i i 800S125-43 12 36 -1 U.O.N. - i i i o 40OS125-18 12" 14'-9" ® 80OS125-43 16" 32'-9" 40OS125-18 16" 12'-10" 80OS125-43 24" 28'-8" 400S125-18 24" 10'-5" I l I i FINISH FLOOR LINE zo LU 10'15 -- 5 80OS125-68 (50 KSI) 12" 41-11" 11 j\ 11 fl 11 11 11 11 D 11 11 C 11 If C 11 11 11 m NOTE: ALL STUD INFORMATION IS BASED ON: 800S125-68 (50 KSI) 16" 38'-1" /'-� G r TYP' STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 80OS125-68 (50 KSI) 24" 33'-4" LIMITING WALL HEIGHT TABLE-L/240 WALL TYPE SCHEDULE z 22 17 SCALE: NONE IWAMT-Height_table-L_240-SSMA 12 SCALE: 1 /2"=1'-O" IWAMT-Wall_type_schedule-01 2 0 V) z w ROOF/FLOOR DECK SEE ,� INSULATION WHERE OCCURS, o STRUCTURAL DRAWINGS SEE RCP a BRACE TO STRUCTURE, m ALTERNATE SIDES. USE METAL STUDS AT 8'-0" O.C. 4 D MAX., MATCH WALL STUD SIZE z & GAUGE (3 5/8" 20 GA. `t g © 0 0 MIN.) PROVIDE BENT LEG & w PURLIN OR 4x BLOCKING FASTEN TO TOP TRACK, MAX. w — — — LENGTH OF BRACE 25'-0". SUSPENDED ACOUSTICAL °- CEILING, SEE RCP �`' SCRIBE WALL BOARD TO a CEILING GRID & TRIM NEAT & TRUE N 5 8" GYP. BD. w / TOP TRACK SECURED TO 0 w EACH SIDE OVER N WALL BRACES W/ (2) #8 u, BRACE TO STRUCTURE, METAL STUDS, SMS. w ALTERNATE SIDES. USE SEE METAL STUD :{ METAL STUDS AT 8 -0 O.C. TABLE FOR SIZE INSULATION WHERE OCCURS, o MAX. W/ (2) #10 WOOD & SPACING SEE WALL TYPE SCHEDULE z SCREWS W/ 1-1/2" MIN. LARR # 25889 PENETRATION INTO PURLIN Cd O U _ J WALL BRACE AT PURLIN PARTITION TO UNDERSIDE OF CLG. W 23 18 13 SCALE: 3" = 1'-O" IWAMT-Dia-brc-hd_wd-01 SCALE: 3"=1'-O" IWAMT-Uc_hd_dia_brc_ct-01 3 ' z �i�i BRACE TO STRUCTURE, DOOR JAMB _ ALTERNATE SIDES. USE w METAL STUDS AT 8'-0" O.C. m MAX., MATCH WALL STUD SIZE ¢ SIDELITE % & GAUGE (3 5/8" 20 GA. >- ,; MIN.)PROVIDE BENT LEG & m — — — — DOOR IN OPEN 45 DEG. FASTEN TO TOP TRACK. MAX a- w POSITION �% LENGTH OF BRACE 25'-0" x - w TOP TRACK SECURED TO 171 WALL BRACE W/. (2) #8 0 PARTIAL PLAN Z SHEET METAL O FAR THERMOSTAT SUSPENDED C MPUA,N CEILING, SE PMOVE© z -j- - - OF LIGHT SWITCH/SENSOR z t - o ,� CEILING WALL NGLE t U PROVIDE METAL BLOCKING BETWEEN ° ,_. CEILING JOIST AT �V STUDS TO MOUNT LIGHT o- 5/8 GYP. BD. CEILING, SEE D w EACH SIDE OVER JOISTS TABLE o SWITCH/SENSOR & THERMOSTAT AT w METAL STUDS, z DIMENSION INDICATED SEE. METAL STUD � TABLE FOR SIZE �:' INSULATION WHERE OCCURS, ¢ & SPACING SEE WALL TYPE SCHEDULE cn (OR a0 GLASS FRONT) LARR # 25889 Z AT IDELITE PARTITION TO 6" ABOVE CEILING LT. SWITCH / T ST S "- ,_ „ o 24 19 14 SCALE: 3 8 =1 -0 IMIMI-Li ht_switch_T_stat-01 SCALE: 3 = 1 0 IWAMT-6ac_hd_dia_brc_ct_hl-01 4 / g ¢ 8" INSULATION WHERE OCCURS, m M 3/4" x WALL WIDTH 3" 2" 3" ., SEE WALL TYPE SCHEDULE 5 8" GYP. BD. EACH SIDE o CONTINUOUS W00D CAP, _-.5,wk•�.;: 2" X 2" X 14 GA. STEEL TUBE OVER METAL STUDS, SEE I - STAINED TO MATCH DOORS, WELDED TO 3=1/2"x8"x3/8" _ U.N.O. 4': METAL STUD TABLE FOR SIZE o U; N w THICK STEEL PLATE, 5 -0 O.C. - BLACK REVEAL, PAINTED &SPACING `- z STEEL PLATE BOLTED TO -SLAB (TYPE-X AT FIRE RATED °- 0 rT — n �' WITH (2) 5/8.' DIA. HILTI KB-TZ. WALLS) II II 3-5/8" X 25 GA. METAL ::::::::::::T ::::::::......... : STUDS AT 16" O.C.��'�- n`�'--'w�.....:_,•w.-?, s IMBED 3-1/8" LARR # 25889 Q "" �'`�' ICC. ESR-1917 z -PLAN VIEW - 1„ BOTTOM TRACK WITH .145 DIA. > J 1 p CORNER BEAD x 1 1 /4" POWDER DRIVEN w o- < II I STEEL BRACE, SEE _ FASTENER AT 24" O.C. PER o 0 b II II 3-5/8" X 25 GA. METAL ICC=ESR 1799 I - STUDS AT 16" O.C. 4" RESILIENT BASE # LARR 22668 u, 5/8" GYP. BD. EACH SIDE `a z ® GYP. BD. WALLS OVER METAL STUDS, SEE U.O.N. w METAL STUD TABLE FOR SIZE — n #10 SCREWS (TYP.) ¢ II II & SPACING a- ¢ II II 5/8" GYP. BD. EACH SIDE FINISH FLOOR N II II o OVER METAL STUDS, SEE o II II BASE, SEE FINISH PLANS o o METAL STUD TABLE FOR SIZE N ¢ II II `` I .' II II & SPACING NOTES: U w m II II 1. PROVIDE ACOUSTICAL SEALANT II II FINISH FLOOR (OR FIRE CAULKING AT FIRE w BASE, SEE FINISH PLANS a 11 • . n_ IL J I I I I u; 'a n. ° • ° RATED WALLS) AT BOTH SIDES OF N a V ° ° WALL BOTTOM. o ,� II II FINISH FLOOR RECEIVED 2 REFERENCE UL# U419 FOR FIRE N 6 -0 HIGH WALL MAX. ,. IL J CITY OF TUK RATED WALL ASSEMBLIES. 0 STRUCTURAL ENGINEERING °' << 6'-0" HIGH WALL MAX. z REQUIRED OTHERWISE. STRUCTURAL ENGINEERING MAR. O':6 205 ¢ LOW WALL LOW WALL REQUIRED OTHERWISE. WALL BASEof 25 2v SCALE: 3" - 1'-O" IWAMT-Lw_w_ca -01 15 » 1 SCALE: 3"=1'-O" IWAMT-Base_typ-01 w p SCALE: 3 - 1 -0 IWAMT-Lw_gp_cap-01 _ Am �u u - J z J a 0 V Z o U 0 w V w a 0 8 ON 0 on 3 � O a� N 1`n, v > � N � y 1 N O `d 6 8 a 1z: c p� N_ LLJ U `O Uj 0 M F'— W U Q c~n LjL N Q � Qaz�z Lli i>> VJ w �== � w co � Z > � Ljj 0�U � W o �r J 0 � W d- Y w o: J a 0 w 0 J Q 1= ¢ � w � w a a_ O w 0 w V) w no' PA / PM: VSS DRAWN BY: VSS JOB NO.: SEA15-6033-00 l�/-1V I IVIV. II 11 IIJ JI IL_I_ I IJ IVV I `JV A-r/ I I IJ /1 I\L_VVVL_V I IMIN 1 3 -a a I M M 0 i Lo 0 n I U 4- 0 I'' 0 0 I to 0 c0 I w a .3 0 N i Y SEISMIC BRACING PERSPECTIVE 8" z DETAILS REFERENCE: WOOD CONDITIONS WALL `0 NORTHWEST WALL AND CEILING BUREAU ATTACHED WALL z W REFERENCE 401—REVISED 10/2009 2X SUBPURLIN OR 4X OR MOLDING REQ. COUNTER SLOPE/SPLAYED z Ld PURLIN GLB SEISMIC BRACING WIRE SUSPENSION SYSTEMS FOR ACOUSTICAL 3/4" MIN. AT ATTACHMENT, SEE 0 0 LAY -IN CEILINGS SEISMIC DESIGN CATEGORIES WOOD � 2" MIN. UNATTACHED ATTACHMENT DETAILS THIS SHEET . D, E, AND F. ® CENTERLINE MEMBER � 0 CEILING CEILING BRACING _3TURNS 8" a� VERTICAL WIRE WALL UNATTACHED WALL COUNTER SLOPE/SPLAYED 0 HANGER-300# MIN. MOLDING REQ. SEISMIC BRACING WIRE ATTACHMENT U Q 0 \ �(� „ 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. a FROM SPREADING APART CEILINGS W/ PLENUMS <12" DO NOT REQUIRE LATERAL FORCE BRACING. 3/4" MIN. AT \ *PROVIDE ENGINEERING IF PLENUM > 11'-0" 2X SUBPURLIN OR 4X 2" MIN. UNATTACHED WALLS �1, w U 0 PURLIN OR GLB COMPRESSION STRUT INSTALLATION 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 3 TURNS TO SLIDE. f= 00 c� 0 m w 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. ELECTRICAL METALLIC TUBING 1/2" TO 5'-10" 3/4" TO 7'-8" 1" TO 9'-9" 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 ITO 13'-6" DBL 2-1/2" X 20 GA TO 15'-0" Q V) r U z a_ w o: U N 0 z 2"MIN. SPREADER BARS: SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO a 2X6 MIN. SUBPURLIN OR 4X THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER 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 -- 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 o MUST BE SUPPORTED WITHIN 8" OF EA. WALL. Li -- (2) 5/16 X2 LAG SCREWS 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. 12 GA. HANGER WIRE SPACED z MTL STUD VERTICAL BRACE 3. WIRE TYING IS ACCEPTABLE ALTERNATIVE TO SPREADER BARS. 4' O.C. ALL WIRE TIES TO BE 0 3 TIGHT TURNS AROUND o SIZE PER CHART DETAIL 1, � 4. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 ITSELF WITHIN 3 INCHES. 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 C 6' FROM WALLS -SEE m PERIMETER CLIPS MAY. BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. CHART FOR SIZES AND VERIFY ¢ LOCAL CODE REQ. VERT. N ATTACHMENTS(WOOD DECK SPREADER BAR WALL MOLDING STRUTS MUST BE POSITIVELY Z o ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ¢ SCALE: N.T.S. ICEWC-Wire-conn-wd-SEA 1 1 SCALE: N.T.S. ICEAC-Wall-SEA 7 ABOVE (WHEN USED.) 0 x LAT. FORCE BRACING 4 EA. z < P 12 GA. WIRE SECURED TO zn `n MAIN RUNNER WITHIN 2'-0" o d OF CROSS TEE AND .SPLAYED m 2„ 90' FROM EA. OTHER ® a 2'° 12'-0" O.C. BOTH DIRECTIONS cn W/ FIRST POINT WITHIN 4'-0" FROM EA. WALL NOTES: MAIN BEAM CROSS TEE z w 1. CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING w FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENT. a 2. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND Y PERIMETER HANGER WIRE SPLAY WIRES. 3. FOR CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CELLNG TO THE STRUCTURAL SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED. ¢ 4. LATERAL FORCES BRACES SHALL BE 12' O.C. (MAX) AND DEGIN NO FURTHER THAN 6' FROM WALLS. cn 5. SEISMIC SPLAY WIRES ARE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A 0 MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR z THE ACTUAL DESIGN LOAD WITH A FACTOR OF 2, WHICHEVER IS GREATER. w l 6. POWDER DRIVEN SHOT -IN -ANCHORS WHEN USED FOR SEISMIC APPLICATTONS ARE PART OF A o PRESCRIPTIVE PATH IN SEISMIC APPLICATIONS CAT. D, E, AND F, AND SHALL HAVE AN z ICC-ES APPROVAL AND REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF 1:� OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED 6E WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FORM THIS 3r 3/4" MIN. FLANGE REQUIREMENT. 7. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. 0 POP RIVET Q SUSPENDED CEILING BRACING w SCALE: N.T.S. ICEAC-Susp-vertical strut -SEA 3 NOTES: ►- z w 1. FOR CEILING AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL w HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND a PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. m 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE w DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS X REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED w DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE Y MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. 3. IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS w <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 PERIMETER HANGER WIRE 0 INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A A POINT Z AT LEAVE LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY ¢ SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. 0 F©R o REQ Gbpu��GE 2. OTHER THAN PARTITIONS AND SOFFITS, SEIMIC JOINTS MAY NOT BE USED AS PART OF __� w A FIRE RATED CELING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS PROVIDED. ------ r------- la Z�t=3 Lj -- 0 •ia I di 3/4" MIN. FLANGE C G t g�tt.�1t� o SEISMIC SEPARATION JOINT Z POP RIVET ¢ m 12 SCALE: N.T.S. ICEAC-Seismic-separation-SEA 0 J Q m w o' NOTES: U- 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 0 ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND } PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. o x 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE z DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS ¢ REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED } DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE W 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 ui ui <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 c,,, INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A A POINT a NOTES: AT LEAVE LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY c„ SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. zz 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 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. RECEIVED w CHANGES. CITY OF TUKWILA a, 0 3. IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. MAR 0`6 2015 Q U) w 00 e PERMIT CENTER z LATERAL FORCE BRACING SEISMIC SEPARATION JOINT 0 w SCALE: N.T.S. ICEAC-Lateral-force-bracing-SEA SCALE: N.T.S. ICEAC-Seismic-separation-SEA w -j Z LLJ ° tYl U vEO Ow oo l U LLI a a 0 0 a� 0 N Cc?W ,c . � y y • O ,� y c, l� � t� �1:14.5�b � N � o o �I~aZ. �ci Y w rr U J w Q Q � LIJ 0 z_ J_ W U Y a~ UJ w � w o_ a_ 0 0 w 0 c W,� �e m PA / PM: VSS DRAWN BY: KF JOB NO.: SEA15-6033-00