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HomeMy WebLinkAboutPermit D15-0283 - 16040 BUILDING - OFFICES AND BREAKROOMDEAN DOERING 16040 CHRISTENSEN RD 210 D15-0283 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 2523049039 Permit Number: D15-0283 Address: 16040 CHRISTENSEN RD 210 Issue Date: 1/7/2016 Permit Expires On: 7/5/2016 Project Name: DEAN DOERING Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE, PALO ALTO, WA, 94301 Contact Person: Name: NANCY ANDERSON Address: 16040 CHRISTENSEN RD STE 100, 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 Project Valuation: $20,000.00 Fees Collected: $824.42 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILASEWER.SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: 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 n Permit Center Authorized Signature: Date: I hearby certify that I have read and examined th 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. Sign Prin ature: A2a)��Date: / t Name: '2�,3 l.Y�, (] 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: 4: 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) 1: 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) 2: 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) 3: 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) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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) 10: 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) 14: 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) 12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 11: 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). 15: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 16: 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. 17: 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. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 20: ***BUILDING PERMIT CONDITIONS*** 21: 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. 22: 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. 23: 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. 24: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 25: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 26: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 27: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING I CITY OF TUK4 .,LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h!tp://www.TukwilaWA.p,ov Building Permit No. Project No. Date Application Accepted: Date Application Expires: T 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" SITE LOCATION i- ,_,� 1, Site Address:_ Tenant Name: PROPERTY OWNER Name: Address: City:7State: Zip AQ �� ` CONTACT PERSON — person receiving all project communication Name: 2J �ih�C Q Address: City: , 1 State:V3q� Zip - Phone: Phone: U Email: GENERAL CONTRACTOR INFORMATION Company Name: Address: t,5 U—S City: Stag T Zi Phone: Contr Reg No.: Z� Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: t74A Suite Number:_ Floor: 2- New Tenant:..... Yes .. No ARCHITECT OF RECORD Company Name: Architect Name: `� \ Address: 2 C0 t7 Z� City: V* State: Zip: Phone: Fax: 4 S. 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�g C• State: Zip: H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 1 of 4 BUILDING PERMIT INFORMATII .206-431-3670 A. Valuation of Project (contractor's bid price): $t Cx-pC�) Existing Building Valuation: Describe the scope of work (please provide detailed information): > Will there be new rack storage? ❑ .... Yes XZ"'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 I' Floor 2nd Floor P 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 PROTECTIONIHAZARDOUS MATERIALS: .... Sprinklers ......Automatic Fire Alarm [I ....... None El ....... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes ."Er.... No If `yes', attach list of materials and storage locations on a separate 8-112" x 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:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 PUBLIC WORKS PERMIT INF 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 ❑ .. Tukwila ❑ ... Water District # 125 ❑... Highline ❑. Renton ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ ...Valley View ❑. Renton ❑... Seattle ❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aor ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ ... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance El ... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... Work in Flood Zone El ... Storm Drainage El ... Abandon Septic Tank El ... Curb Cut ❑... Pavement Cut ❑... Looped Fire Line ❑ .. Permanent Water Meter Size (1) " ❑ .. Temporary Water Meter Size (1) " ❑ .. Water Only Meter Size........... " ❑ .. Sewer Main Extension............ Public ❑ ❑ .. Water Main Extension............ Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Mailing Water Meter Refund/Billing: Mailing El ... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation El ... Utility Undergrounding WO # (2) WO # (3) WO # WO # (2) WO # (3) WO # WO # ❑ .. Deduct Water Meter Size " Private ❑ Private ❑ Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: City State Zip Day Telephone: H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 City State Zip Page 3 of 4 I PERMIT APPLICATION NOTES — ti 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 Name: v re Mailing Address: (� kc Date: \ S Day Telephone: Z©\o City State Zip H:VApplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $824.42 D15-0283 Address: 16040 CHRISTENSEN RD 210 Apn: 2523049039 $824.42 DEVELOPMENT $800.30 PERMIT FEE R000.322.100.00.00 0.00 $482.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $313.50 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.12 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT:• • R000.322.900.04.00 0.00 $24.12 $824.42 Date Paid: Monday, November 02, 2015 Paid By: NANCY ANDERSON Pay Method: CREDIT CARD 012879 Printed: Monday, November 02, 2015 11:38 AM 1 of 1 L11._k Ll LJ SYSTEMS INSPECTION RECORD Retain a copy with Permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t .r 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: e c I^ ction, Type of InAk/ /U Address: 16 at Calle - Special Instructions: �lfJ1 Cate Wanted: e1:5) P.M. Requester: Phone No: I Approved per applicable codes. E Corrections required prior to approval. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS P CTiON 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 Projec�.%v VV O J� Type of Inspec Zl�v Address: 16 i to , ailed: Special Instructions: Date Wanted: < a.m. p.m. Requester: Phone No: f pproved per applicable codes. n Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L INSPECTION RECORD Retain a copy with permit INSPECTION N(;. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Pefrnit Inspection Request Line (206) 438-9350 Project- atl� r e' Type of Inspection: Ad4ress: e -SeO4 AM - Cal I Special Instructions: Date Wanted: Jrn. Requester: Phone No: R- Approved per applicable codes. E I Corrections required prior to approval. INSPECTION RECORD ID157-0 Retain a copy with permit INSPICTION NO. PERMIT NG. CITY OF TUKWIL.,A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA; 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspe Ad/dresss�� f w 1, � to • alle�j: O Special Instructions: Date Wanted: p.m, Requester: ^.rn Phone No: Approved per applicable codes. 1-1 Corrections required prior to approval. i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. December 8, 2015 Prepared by Ware Malcomb, Inc. Permit Documents -Dean Doering RE: Permit Number #D15-0283 Building Department: Allen Johannessen 1. Plan submittals: Min. size 11x17 to maximum size of 24x36) all sheets shall be the same size. The plans have been reformatted to comply with this requirement. 2. Architectural plans produced by an architect or engineer shall have wet stamp and wet signature on each sheet. Our signature architect has a digital stamp fixed to all plans and has signed all the plans in blue ink. 2 sets of architectural plans stamps and signed by our signature architect, Davina Duerr have been provided per your request. We will note the format and wet stamp for future plans. Sincerely, Ware Malcomb, Inc. Vicki Somppi, Project Manager WARE MALCOMB architecture I planning I interiors graphics I civil engineering waremalcomb.com I facebook I twitter I linkedin :.%L. ri C;TY OF _i'l;I.!XiLA DEC 2 4 2015 PERMIT CENTER ORKECMN !_TRHL,, City of Tukwila Department of Community Development November 30, 2015 NANCY ANDERSON 16040 CHRISTENSEN RD STE 100 TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0283 DEAN DOERING - 16040 CHRISTENSEN RD STE 210 Dear NANCY ANDERSON, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (BUILDING REVIEW NOTES) 1. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Architectural plans produced by an architect or engineer shall have wet stamp and wet signature on each sheet (See General Note above). Please provide all plan sheets wet stamped and signed. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0283 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0283 DATE: 12/24/15 PROJECT NAME: DEAN DOERING SITE ADDRESS: 16040 CHRISTENSEN RD - STE 210 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: �& t�wU 1 Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 12/24/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/21/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0283 DATE: 11/02/15 PROJECT NAME: DEAN DOERING SITE ADDRESS: 16040 CHRISTENSEN RD - SUITE 210 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # DEPARTMENTS: W Gow Building Division Revision # after Permit Issued , .. /yw c, Fire Prevention Planning Division Public Works a Structural ❑ Permit Coordinator P PRELIMINARY REVIEW: DATE: 11/03/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/01/15 Approved ❑ Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I -30^Is- 1AKDepartments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone:206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us I REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I 12 "mil 1 a Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Dean Doering D 15-0283 Project Address: 16040 Christensen Rd — Suite 210 Contact Person: Number: D� • 313.1 �3O -�w�� L0 ) Summary of Revision: — r s I P AirG1M I_ 2015 cl lwl— . ci NTFp Sheet Number(s): "Cloud" or highlight all areas of revision includin da/e� of Received at the City of Tukwila Permit Center by: ' 1 ❑ Entered in TRAKiT on \applications\ orms-applications on lineVevision submittal Created: 8-13-2004 Revised: PATTISON GENERAL CONTRACTOR Page I of 2 Washington State Department of Labor & Industries Home tnicio t>n Espanol Contact. Search L&I A-Z Index Help MV Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing PATTISON GENERAL CONTRACTOR Owner or tradesperson 15235 NE 90th Street Bldg U Principals REDMOND, WA 98052 PATTISON, MICHAEL 425-497-8222 WINFIELD, PRESIDENT KING County PATTISON, JAN LA REE LOUISE, VICE PRESIDENT Doing business as PATTISON GENERAL CONTRACTOR WA UBI No. Business type 602 182 087 Corporation Parent company Governing persons PATTISON INC JAN LL PATTISON MICHAEL W PATTISON; ZACHARY V MASON; 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 0212712009— 02/2712017 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 ........................I-- Continental Western Ins Co $1,000,000.00 Policy no. CWP6011067 Received by L&I Effective date 02/17/2015 02/24/2014 Expiration date 02/24/2016 Insurance history https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 01/07/2016 UAU I IUN: It- H15 51-ILL 1 15 NU 114"XMb 11 15 A KLUUIULU HKIN rn 3 v 0 a co N 0 i v 0 i 0 U rn c 0 0 C a) ('II 0 0 I r cV N I UJ a w 0 Y 0 N O n ry 1-11 a> IIIIII' , IIIIIII • & And F.A. Fire Alarm PRCST. Pre —cast Z_Angle F.B. Flat Bar PL. Plate @ At F.D. Floor Drain P.LAM. Plastic Laminate Centerline FDN. Foundation PLAS. Plaster F. E. Fire Extinguisher PLYWD. Plywood N Diameter or Round F.E.C. Fire Extinguisher Cab PR. Pair # Pound or Number F.H.C. Fire Hose Cabinet PT. Point (E) Existing FIN. Finish P.T.D Paper Towel Dispenser FL. Floor P.T.D/R Combination Paper Towel ACOUS Acoustical FLASH. Flashing PTN. Partition A.D. Area Drain FLUOR. Fluorescent P.T.R. Paper Towel Receptacle ADJ. Adjustable F.O.C. Face of Concrete P.J. Panel Joint AGGR. Aggregate F.O.F. Face of Finish AL. Aluminum F.O.M. Face of Mullion Q.T. Quarry Tile APPROX. Approximate F.O.S. Face of Stud R. Riser ARCH. Architectural FPRF. Fireproof RAD. Radius ASB. Asbestos F.S. Full Size R.D. Roof Drain ASPH. Asphalt FT. Foot or Feet REF. Reference FTG. Footing REFR. Refrigerator BD. Board FURR. Furring RGTR. Register BITUM. Bituminous FUT. Future REINF. Reinforced BLDG. Building REQ. Required BLK. Block GA. Gauge RESIL. Resilient BLKG. Blocking GALV. Galvanized RM. Room BM. Beam G.B. Grab Bar R.O. Rough Opening B.O.C. Bottom of Concrete GL. Glass RWD. Redwood B.O.M. Bottom of Mullion GND. Ground R.W.L. Rain Water Leader B.O.P. Bottom of Panel GR. Grade B.O.R. Bottom of Reveal GYP. Gypsum S. South BOT. Bottom H.B. Hose Bibb S.C. Solid Core H.C. Hollow Core S.C.D. Seat Cover Dispenser CAB. Cabinet HDWD. Hardwood SCHED. Schedule C.B. Catch Basin HDWE. Hardware S.D. Soap Dispenser CEM. Cement H.M. Hollow Metal SECT. Section CER. C.I. Ceramic Cast Iron HORIZ. Horizontal SH. SHR. Shelf Shower C.G. Corner Guard HR. Hour SHT. Sheet CLG. Ceiling 9 HGT.. Height SIM. Similar CLKG. Caulking S.N.D. Sanitary Napkin Disp. CLO. Closet I.D. Inside Diameter (Dim.) S.N.R. Sanitary Napkin Recept. CLR. Clear INSUL. Insulation SPEC. Specification C.O. Cased Opening INT. Interior SQ. Square COL. Column Jan. Janitor S.ST. Stainless Steel C.O.M. Center of Mullion JT. Joint S.SK. Service Sink CONC. Concrete KIT. Kitchen STD. Station CONN. Connection K.O. Knock Out STD. StandardSTL. CONSTR. Construction Steel CONT. Continuous STOR. Storage C.O.R. Center of Reveal LAB. Laboratory STRL. Structural CORR. Corridor LAM. Laminate Suspended CTSK. Countersunk LAV. LavatorySUS SYS. Symmetrical CNTR. Counter LKR. Locker TRD. Tread CTR. Center LT. Light T.B. Towel Bar DBL. Double T.C. Top of Curb DEPT. Department MAX. Maximum TEL. Telephone D.F. Drinking Fountain M.C. Medicine TER. Terrazzo DET. Detail MECH. Mechanical T. & G. Tongue and Groove DIA. Diameter MEMB. Membrane THK. Thick DI Dimension MET. Metal T.O.C. Top of Concrete DIM.M. Dispenser MFR. Manufacturer T.O.P. Top of Panel DN.P. Down MH. Manhole T.O.R. Top of Reveal D.O. Door Opening MIN. Minimum T.O.RC. Top of Deep Recess DR. Door MIR. Mirror T.O.M. Top of Mullion DWR. Drawer MISC. Miscellaneous T.O.W. Top of Wall DS. Downspout M.O. Masonry Opening T.P. Top of `Pavement D.S.P. Dry Standpipe MTD. Mounted T.P.D. Toilet Paper Dispenser DWG Drawing MUL. Mullion T.V. Television T.W. Top of Wall E. East N. North TYP. Typical EA. Each N.I.C. Not In Contract E.J. Expansion Joint NO. Number UNF. Unfinished EL. Elevation NOM. Nominal U.O.N. Unless Otherwise Noted ELEC. Electrical N.T.S. Not To Scale UR. Urinal ELEV. Elevator Overall VERT. Vertical EMER. Emergency O.A. Obscure VEST. Vestibule ENCL. Enclosure OBS. On Center W West E.P. Electrical Ponelboard O.C. Outside Diameter (Dim.) W/ With EQ. Equal O.D. Office W.C. Water Closet EQPT. Equipment OFF. Opening WD. Wood E.W.C. Electric Water Cooler OPNG. Opposite W/o Without EXST. Existing OPP. WP Waterproof EXPO. EXP. Exposed Expansion WSCT. Wainscot EXT. Exterior WT. Weight SYMBOLS LEGEND ALIGN OFFICE ROOM NAME ROOM NUMBER NEW DOOR ### DOOR NUMBER (REFER TO DOOR SCHEDULE) EXISTING DOOR EC FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER 0FE WALL —MOUNTED FIRE EXTINGUISHER X KEYNOTE INDICATOR X EQUIPMENT TAG REVISION CLOUD & DELTA NUMBER / XX — — DETAIL REFERENCE XXX SHEET NUMBER XX ~— DETAIL SECTION REFERENCE XXX SHEET NUMBER XX SECTION REFERENCE XXX SHEET NUMBER X ELEVATION REFERENCE XXX SHEET NUMBER 1 ► --- ELEVATION VIEW ELEVATION REFERENCE x 4 XXX �— SHEET NUMBER 3 P WALL MATERIAL TYPE TYPE NUMBER FLOOR MATERIAL TYPE eC1 TYPE NUMBER PL MISC. MATERIAL TYPE 1 TYPE NUMBER 1J` A .:t., 3,>r,Y,:5:N.1a.•x,i,A'Yrt,:iara? g" 2. 4.1t,. .. fifty Yr`tt`£'w'rN i Y. rr .,,7�,; b.,�t. i. SxM1 Sr � A{t . �', ;ba „1 J" i�;, to .,:r � �. "rs.;'€�. . et :3;4"'" °. ��. �r;�#��s,,, {k #.,,..< 4^ `,';,... ".;;rt� r ;�:,, ✓., j �. `Ater k, E `sr? ��+ =t } ::t`n•, f. c � . r � 't'v? `r>` •�, z, Y � S'r ,�$� 3, �o ?t9` ,;a $1,1• }, 2'r'+}.,. ✓" �l{ {ar, e„ �= ri`. 'xA". S<;: }}tt t s :.s ,tray Y... ,P s'tra'�, x � '{t a1`"i" Qr,., a � � ~�,. �, .fat �x .M1}; s. s;•.. .l,rs 'z,.: „�' >�,A iJ,Y" �" ��" °trt. { �k ',i, a € 1„,,:. � ,,r,, `•?, � as � ta{ks ?L a,, r it �;t �, �: tsa s �`��as,.ausYs-,As�.. an`,t;f"n,{{,3:.,:•{. bra '; z,�{ '� ,tYM1�*.asra�,S:�. s4:��a:;e tx<. �aAa>=R,b�usasau��;5;q,.a. �"S ''x � �:'3 '`� sksk�a,N�°'s�. ��� � 'nrDn ,,,,,{ t,`..�r,.a„a ,{...t a, iYE "�`rtb�A�•.,{' r?+�aukaa � ";t>u�gJ°.ar, a..,. > BUILDING DEPARTMENT: CITY OF TUKWILA BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE OCCUPANCY CLASSIFICATION: FIRE PARTITION: TYPE OF CONSTRUCTION: SPRINKLERED: NUMBER OF STORIES: _ ASSESSOR'S PARCEL NO.: PROJECT SCOPE: TENANT OCCUPANCY: 2012 NATIONAL ELECTRIC CODE 2012 INTERNATIONAL MECHANICAL CODES 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 2009 ICC/ANSI 117.1 PER IBC CHAPTER 3 (SECTION 302) — B PER IBC CHAPTER 7 — N/A PER IBC CHAPTER 6 (SECTION 602) — V—B YES 3 252304-9039 THIS PROJECT IS A TENANT IMPROVEMENT OF AN EXISTING OFFICE SPACE FOR USE AS THE SAME. INTERIOR RENOVATIONS TO INCLUDE A NEW PARTITION WALLS, MILLWORK WITH A SINK, AND LIGHTING. NO EXTERIOR WORK IS INCLUDED. NO CHANGE OF USE OR INCREASE IN OCCUPANCY IS ANTICIPATED. OFFICE (B) VICINITY MAP 873 S.F. PROJECT SITE-16040 NO SCALE UNICO 16040 Christensen Road, Suite #100 Tukwila, WA 98188 NAME OF CONTACT PERSON: NANCY ANDERSON PH: 206.373.7130 EMAIL: nancya@unicoprop.com GENERAL CONTRACTOR ADDRESS NAME OF CONTACT PERSON: CITY, STATE, ZIP PH: EMAIL: ARCHITECT 22002 64th AVE SW, SUITE 2C MOUNTLAKE TERRACE, WASHINGTON 98021 PM VICKI SOMPPI PH: (425) 582-5509 vsomppi@waremalcomb.com P�1BtONS . -� a Ganges shall bo made to the scope of work without prior approval of Tukwi!a Building Division. NOTE: Revision, will require a new plan submittal and may inslude additional plan review fees. S�.�!^„ U'_ Pr7i_cki T REQU IRE-D FOR: Mechanical Electrical Plumbing Gas Piping City of Tukvvlla 131.11!..flING DIVISION M COPY Permit No.•'� Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions' 0 edged: By: Date: h I City of Tulmila BUILDING DIVISION SHEET INDEX ARCHITECTURAL ( B SHEETS ) A0.1 TITLE SHEET A0.2 GENERAL NOTES A0.3 GENERAL NOTES A0.4 SITE PLAN AO.5 OCCUPANCY & EXIT PLAN A1.1 DEMOLITION, PARTITION, & REFLECTED CEILING PLANS A2.1 CEILING DETAILS A3.1 WALL & MISC. DETAILS ELECTRICAL BIDDER DESIGN (UNDER SEPARATE PERMIT) MECHANICAL BIDDER DESIGN (UNDER SEPARATE PERMIT) SPRINKLERS BIDDER DESIGN (UNDER SEPARATE PERMIT) FIRE ALARM BIDDER DESIGN (UNDER SEPARATE PERMIT) DEFERRED SUBMITTALS: 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. RE IEV D FOR CODE COMPLIANCE APPROVED JAN 0 5 201 City of Tukwila BUILDING DIvism ARRECT N LT R# I 't . )I:: i J�-',-A;iLA DEC 2 4 2015 PERMIT CENTER m 0 W Z 0 W a 0 V) s m 0 S a 2 W 3 W a m W U W W Y 3 iE 0 } Z Z 0 8 W m 0 0 Z Q Cn 0 Z a m 0 -1 a W 3 0 x c� a. a 0 0 W a 0 a. a W F_ W a cn Z 0 F U 'a Cd J 00 Go Q) 5 00 rn bo t u 0 m o0 •0 + a�i "o ai rn ON r, •A 0 A o �I� W OC U W o F_ T_ N U zw O U) aC _J -SU) �^Q VJ Q °� < e� Z.I °6 W W CD z Z CL W F- ry W U) W >_ O �v Q WW\ ( W H W W _ � U) Y Qo W �M o- w � 0 N W LO Q o 0 06 N PA / PM: VSS DRAWN BY: VSS JOB NO.: SEA15-523: •-00 NN l.i/`1V 1 IVIV. IF- 1-II0 0117-ICC 1 10 IVV 1 41t XJV 1 1 10 m RCUVL✓GU I""RIIV 1 rn 3 _c! N 0 I N N c0 0 0 a 0 U a) s U rn .L a) 0 C)I c a a) in I 0 I N N co I LLJ i a �3 a N a FL a� No DEMOLITION NOTES PARTITION PLAN NOTES POWER & SIGNAL NOTES FIRE AUTHORITY NOTES 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA 23. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONNSTRUCTION. SUB -CONTRACTOR. ADVANCE. WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES 2. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITION. 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N.. 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT COURSE OF THE DEMOLITION WORK. 24. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE STANDARDS. FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) CONSTRUCTION. WALL STUD. 3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS 5. DOORS OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR 0'-4" OF ADJACENT, PERPENDICULAR PARTITION. NO MORE THAN 2" APART. 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED COMBUSTIBLE BUILDING MATERIALS TO THE SITE. THE ORIGINAL FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MININUM AT ALL PLUMBING 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE MOUNTED BETWEEN 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ELEMENTS () WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES �° �� TO BOTTOM RECEPTACLE AND +48 TO TOP OF RECEPTACLE FROM FINISH 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. . SHALL BE REPORTED TO THE ARCHITECT. FLOOR. FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT COMPLIANCE WITH LOCAL FIRE AUTHORITY. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. 25. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE 7. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO 6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES TO BE 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE POSSIBLE. MOISTURE OR WHERE TILE IS USED. CENTERED AT +18" A.F.F., U.O.N. PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-0" 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING 26. EXISTING DOORS TO REMAIN U.O.N. AND SPRAY BOOTH. PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS 8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL 7. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, REQUIRED. CODES. SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE 7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR SUPPLIED BY TENANT, ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING STATE & LOCAL FIRE CODES. TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON DRAWINGS. 8. LOCATIONS FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO LE WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER AS NOT TO DAMAGE ADJOINING CONSTRUCTION. NOTES CEILING 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL CLEAN -OUT LOCATIONS WITH EQUIPMENT, PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE POWER FEED. ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT MORE. UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM FOR APPROVAL PRIOR TO INSTALLATION. 9. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. 9. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER ALARM REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING 11. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS. BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. CONJUNCTION WITH THE EXECUTION OF HIS WORK. STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO SPECIAL CONVENIENT LOCATIONS 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME FABRICATION. . LOCAL FIRE CODES. THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION COLOR AND MANUFACTURER. 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHTECT AND TENANT 11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY 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. DISCREPANCIES ON PLANS. OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS. U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN SPECIFICATIONS. ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. CLARIFICATIONS. ALL ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS 13. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION 9. THE THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INCLUDED. DIFFERENT, MATCH BUILDING STANDARD. FROM FIRE DEPARTMENT PRIOR TO ORDERING. INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE STANDARD COLOR COVER PLATE. 2-A-10B: C (FOR OFFICE), OR 10-A-80B: C (FOR WAREHOUSE), SHALL BE CONTRACTOR. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY 15. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL FEET OR PORTION THEREOF ON EACH FLOOR. CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE 7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL DONE IN A LEGAL MANNER. 8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING SUPPLY, FITTINGS &CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS WITH TENANT. HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR APPROVAL. 17. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS DIRECTED BY THE OWNER. SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TC BE CONFIRMED WITH REQUIRED TO MAINTAIN FLOOR FIRE RATING. 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY ARCHITECT. (NO EXCEPTION) ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONNAL FIRE EXTINGUISHERS & PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT �� " �� 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 10. ALL SPRINKLER HEADS AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND 18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM TO INSTALLATION. BOXES AT EACH LOCATION. BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT ACCORDANCE WITH STATE & LOCAL FIRE CODES. LOCATIONS. COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. HAVE DIRECTIONAL EXIT SIGNS. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE INSTALLATION. ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. DOOR NOTES 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24" x24 CEILING TILES OR IN 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS �� �� 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. CENTER OF 24"x24" PORTION OF 24%48" CEILING TILES, UNLESS OTHERWISE SHALL BE TAPED, SANDED SMOOTH TO A LEVEL 4 FINISH, SO AS TO RECEIVE AND FIRE CODES. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF PAINT OR WALL COVERING MATERIAL. CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. NOTED. 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OR ANY SPECIAL KNOWLEDGE OR EFFORT. ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENVELOPE, U.O.N. OF DISCREPANCY. 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION ENGINEER. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING 23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FIR HORNS, STROBE OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE AND SOFFITS FOLLOWING REMOVAL OR INSTALLATION OF ANY SURFACE MOUNTED LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE OR RECESSED FURNISHINGS, RECEPTACLES, UTILITY PIPING, SHELF STANDARDS & 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. COORDINATED WITH THE ARCHITECT. ALL OTHER SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING THE "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEV FINISH TO MATCH EXISTING 4. LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE ACCESSIBILITY NOTES THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE 16. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE EXISTING FINISH TO PROVIDE CONSISTENT & CONTINUOUS FINISH. HARDWARE (LEVER OR PUSH TYPE). VERIFY CONDITION AT EXISTING DOORS. ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 BEEN TAKEN. FOOT-CANDLE AT THE FLOOR LEVEL. 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING PER 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT 17. EMERGENCY LIGHTING SHALL BE (2) SEPARATE SOURCES OF POWER AND SHALL THE REQUIREMENTS OF THE ADA: -INTERIOR DOORS - 5 POUNDS 1. ALL ITEMS ARE FOR REFERENCE ONLY, ANY ITEM NOT SHOWN SHALL BE REFERENCED IN THE 2012 INTERNATIONAL BUILDING CODE AND EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE PROTECTORS AND COMPLY WITH THE NEC. DESIGN BUILD NOTES - EXTERIOR DOORS - 5 POUNDS -FIRE DOORS - 15 POUNDS ICC-A117.1-2009. REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE 18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR 6. RATED DOORS SHALL COMPLY WITH REQUIREMENTS ALL GOVERNING CODES & 2. ANY DISCREPANCIES CONTAINED HEREIN DO NOT RELIEVE THE CONTRACTOR OR 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. CO STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING OWNER FROM COMPLYING WITH CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES THE SPECIFIC RATINGS. 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STATE AND AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. 7. ALL HARDWARE TO BE LEVER -TYPE PER STATE OF ALL GOVERNING CODES & FEDERAL ACCESSIBILITY STANDARDS. A. FULL HEIGHT WALL FROM FLOOR TO CEILING. CODES. STANDARDS AND THE ADA. B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO 4 TO 2012 ING CODE, CH C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. B. OPENING HARDWARE IS TO BE CENTERED BETWEEN 34" AND 48" ABOVE FINISH CCEA1 2 09NTERNATIONAL CURUP INFORMATION.ER11D RENT D FIXTURES COME IN DIRECT CONTACT WITH INSULATION. SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR REFERENCE FLOOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND MATCH NEW. 14. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS ONLY. 9. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. LIGHT FIXTURES. 10. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. GLAZING NOTES 15. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH 11. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE THROAT THICKNESS' FOR EACH LOCATION. 16. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48-HOURS IN RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ADVANCE WITH THE OWNER. ROOF-MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. 12. ALL DOOR FRAMES TO BE FACTORY FINISHED. 1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS. 17. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, 13. ALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. CHIPS AND CRACKS. 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. 14. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT 18. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. 15. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF �� 4. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF NOT ABLE TO REFINISH TO AS NEW CONDITION. THE FLOOR SHALL BE TEMPERED. (SAFETY GLASS) 19. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL 16. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL 5. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO KNOWLEDGE OR EFFORT. CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO ARCHITECTURAL GLAZING MATERIALS. MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING 17. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPENABLE FOR INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. 6. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITE SITUATIONS, I-ICgN:• jS TO BE ` INSPECTOR. 18. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE, PROVIDED U.O.N. '�"E`- ..;'►'i t`: REVIEWED FOR 'yr C7f: (`A'iLA 20. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. DOOR AND RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. CODE COMPLIANCE DEC 2 4 2015 SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY APPROVED FIRE DEPARTMENT. JAN O 5 2016 PEWIT CENTER 21. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. City of Tukwilef 22. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING BUILDING DIVISIONWEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER. ftum =Ads r tt� ' (ry vY1 }U�yr},3 Y 0 3 e rn m 0 I 0 a z 0 U U v i E O i co cn 00 N on v v bo rn cd 0cl ao 00 rn � N v 0 v\0co b ON rq U) W o I. T- U zW O Q 0 < z 06 �U� C� _j z v Z o- W i>>�� W ry W \ O 0� CJ 0 W O Z > d' Q (o W H w W U) Y � O O¢ Of 0 V) J � w Z W �n V Q o Q od cV L FFT. PA / PM: VS DRAWN BY: VSS JOB NO.: SEA15-62Z'}-00 V/`1U I IVIV. If 1 1110 Jf1CC 1 10 IVIJ I 41t AJV 1 1 Ip rx I-.CVUVCV 1-RIIV 1 rn 0 al N N i 0 -0 0 C) 0 7 U (3) s U L 0) c 0 0 c 0 a� I 0 0 I N N CD I Uj w i 0 .3 F_ 0 N 0 a_ 3 a� 1. THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM TO STATE AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THIS PROJECT. 2. THE TERM "ARCHITECT" OR "DESIGNER" AS USED IN THESE DOCUMENTS REFERS TO WARE MALCOMB. 3. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OF PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING DEMOLITION AND/OR CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER OR ARCHITECT. 5. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. 6. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER AND TENANT. 7. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. 8. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS -BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION ALLOWED. 9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, OR BOTH. 10. THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE SUPPLEMENTARY TO ARCHITECTURAL CONSTRUCTION DRAWINGS. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 11. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 12. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, U.O.N. 13. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 14. THE. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 15. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER / TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 16. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS - SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM THE ARCHITECT. 17. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD INCLUDE DETAILED, FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION OF SHOP ITEMS AFTER RECEIVING ARCHITECT'S OR DESIGNER'S APPROVAL OF SHOP DRAWINGS. 18. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING, AND BROUGHT TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE HIM (GENERAL CONTRACTOR) FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. 20. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR CODES. 21. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER CONTRACT DOCUMENTS AS NEEDED. 22. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. 23. CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACTOR DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. 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 -AKE 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 OFHER SIMILAR WORK IN THE SAME BUILDING. INTERIOR / EXTERIOR NOTES: 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL 1AORK. 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 CCNTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. 8. OUR FIELD VERIFICATION IS BASED ON THOSE BUILDING ELEMENTS WHICH ARE IMMEDIATELY AND READILY VISIBLE WITHOUT THE USE OF DEMOLITION OR REMOVAL OF ANY PERMANENT ELEMENTS. 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 CO\ITROL 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.�SHALL INCLUDE BUT WHERE APPLICABLE CLEANING H 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. FINISH NOTES 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHED WITH ARCHITECT PRIOR TO ORDERING PRODUCTS. 3. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE APPROVED OR NOTED. 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH STATE & LOCAL CODES. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. 6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR. C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. 6. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS. 7. SUBMIT SEAMING PLAN FOR CARPET TO ARCHITECT FOR APPROVAL PRIOR TO CARPET ORDER. 8. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. 9. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. 10. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING. 11. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. 12. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION. 13. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N. 14. WHERE FLOOR -MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT TRIM CARPET. 15. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.O.N. 16. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. 17. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 18. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS. 19. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH ARE OPEN TO THE FLOOR. 20. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. 21. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR WARRANTIES AND ADHESIVE PRODUCTS. 22. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. 23. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. 24. FEATHER SUB -FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL FLOORING TO CARPET, FOR FLUSH INSTALLATION. 25. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT FLOOR TYPES MEET, VERIFY COLOR. 26. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER MANUFACTURER'S MAINTENANCE SPECIFICATIONS. 27. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. 28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. 29. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS AND TO MAINTAIN PRODUCT'S WARRANTY. 30. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO RECEIVING NEW PAINT FINISH APPLICATION. 31. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR BUCKLING AND HIDE ALL SEAMING OR BUMPS. 32. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 33. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. MILLWORK NOTES 1. CONTRACTOR MUST NOTIFY ARCHITECT / DESIGNER OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR TO ORDERING PRODUCTS. 2. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL PRIOR TO FABRICATION TO THE ARCHITECT. CABINETMAKER SHALL USE ON SITE FIELD FRAMING DIMENSIONS FOR ALL SHOP DRAWINGS AND FABRICATIONS. ANY SUBSTITUTIONS TO THE FOLLOWING SPECIFICATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. 3. CABINET MAKER TO COORDINATE & VERIFY WITH CONTRACTOR FINAL LOCATION FOR CANTILEVERED COUNTERS FOR IN -WALL SUPPORT BRACKETS, PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ALL APPLICABLE ACCESSIBILITY CODES AND STANDARDS WITH COUNTER TOP MATERIAL THICKNESS INCLUDED. 4. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM ARCHITECT/INTERIOR DESIGNER ON SHOP DRAWING SUBMITTALS OR BY LETTER. 5. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS & LOWER CABINETS IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL OTHERS TO HAVE PLASTIC LAMINATE EDGE BANDING U.O.N. 6. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, UNLESS APPROVED PRIOR TO EACH JOB. 7. ALL BASE CABINET ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS OR ELEVATIONS. 8. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE/POLYESTER OR APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED. 9. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH EXTERIORS. 10. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. 11. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED. 12. ALL PULLS TO BE 4" WIRE WITH A BRUSHED CHROME FINISH, UNLESS OTHERWISE SPECIFIED. 13. ALL DRAWERS TO HAVE ACCURRIDE (OR APPROVED EQUAL) - FULL EXTENSION GLIDES. 14. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR "FRONT TO BACK" FILING AND BE ABLE TO ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX TYPE FILE FOLDERS, UNLESS NOTED AS LATERAL. 15. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. WHERE NO BACKSPLASH IS SPECIFIED, COUNTER TOPS TO BE SCRIBED TIGHTLY TO BACK & SIDE WALLS. 16. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE OF BASE, UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST BE CAULKED SEALED, VERIFY EITHER MATCHING COLOR CAULK OR CLEAR SILICONE. 17. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, ESPECIALLY FOR SINKS U.O.N. 18. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE BANDING ON ALL DOORS TO MATCH FACE MATERIAL. REW EVVED FOR CODE ��COMPLIANCE JAN .0 5 2016 City of Tukwila ri III nING DIVISION DEC 2 4 2015 PERMIT CENTER LF 17, 0 W z 0 F a m z z 0 rn W m 0 z m 0 J a W a z a } m Ld W Y 3 Ld W 0 } z a 0 0 W m 0 W m 0 z a x m 0 a 0 a W W o r (D IN . U zW 0 U) `C U) J VJ < m Q Z J W U (D -j z Z EL W ryo W w W -0_ 0 0� (� WW U ® � C:) Zo W 0 w W � Y � OO 0 z �o J � W z W V ¢ N o � N PA / PM: VSS DRAWN BY: VSS JOB NO.: SEA15-62 ,7-00 SHEET No DIAL) 1 IVIV. 11 1 fIIJ JI—ICC 1 IJ IVIJ I LL+ AJu 1 1 ICJ fA I,%CVUI...FCV 1"INIIV 1 rn 3 -v �t- O I N N c� in v v i 0 L U N L U / C 0 C v N 0 O O I N N Uj w v 3 v N ry d 3 1/3 2"=1'-0" 0 16" 3211 64" 128" SITE PLAN (For Re REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 5 2016 City of Tukwila BUILDING DIVISION �,.... �. DEC 2 4 2015 PERMIT CENTER rence Only) SCALE: 1 "=40'-O" t jr, m 0 W F z 0 0 W W m s 0 z En Z 0 z w 0 0 Q U N W� O w U z W W W W W a W Y F 0 En W 0 m 0 J Q w Q 3 W W w a } m n W U W Y 0 3 w 0 r a z 0 0 W in D W m F- 0 z m 0 z .V ® 4 i E 1' E C y 40— W cp 0 CD r_ co J 00 N bA N v O� m " 0 C 00 a �+ v v o . 01% ON aI 14-4 3 F �a 1z: o �d t— �.n c:9 W w W o _ CV <C (D . zW O o U) `C J ©C Q z 06 �( C.� —j z v Z �- W ry WU) W >_ O 0v W o Z >� ED W w U) (- z YD:f Q < o Wo U) W M �H �I/ ) LO w I— N ¢ c6 CV IIIII�II�� PA / PM: .II��� VSS DRAWN BY. VSS JOB NO.: SEA15-622-4-00 SHEET ■r CAUTION: IF THIS SHEET IS NOT 24.x36" IT IS A REDUCED PRINT 3/3 2"=1'-0" 0 4' 8' 16' 20' a� 3 v L0 0 Q r N N 0 0 v 4 U -f+ L U / o) 0 C 0 m 0 0 0 i N N i Uj c-- w `1 f"- O N 0 3 N L N i E-305 ITS (B) SECOND FLOOR OCCUPANCY AND EXIT PLAN N LEGEND INDICATES EXISTING EXIT SCALE: 3/32"=1'-O" ® = = m m ® UNOBSTRUCTED PATH OF TRAVEL (< MAX. 300' INDICATES AREA NOT IN CONTRACT (N.I.C.) SEE SHEET A0.2 & A0.3 FOR GEN REVIEWED FOR C-om COMPLIANCE ED) APPROVED JAN .0 5 2016 City of Tukwila BUILDING DIVISION C O F 'i s"'A I L A DEC 2 4 2015 PERMIT CENTER Y K 3 } a 0 w 2 W U z W O U W O 0 W a m 0 J W re w 0 U 0 0 z W 0 0 m W m ¢ fN } U z ¢ a w U N 0 } z V) m 0 W F- z O 0 w Of W m _ N 0 Q ¢ z 0 z W 0 m 0 J W a 3 z W m W W ¢ } m n W X W Y 0 3 W W 0 } a z O 0 W m W m 0 z a _ O Q m 0 0 W 3 0 O U 0 W a O a W F W o: ¢ (N z O F U U W IL 0 Q N 0 s f� E C 0 L V• 1��a{�� N _tm As J 00 N N bA ON M N v " c� 00 r i V rn U s00 W W o U zw O oU) < _o CO �r �C �( z _I oz$ W— Cn C9 J z Z o- w W � ry O 0v wo O W z LL � w X Y � W ¢� W 0 � �� L7 N `} / U z Q C L0 U W I— N Q, U O cV PA / PM: VSS DRAWN BY: VSS JOB NO.: SEA15-622,4-00 SHEET :. k_10tAU 1 lull. II- 1 17110 JI-ICC 1 10 IVU 1 L.1• XJO 1 1 10 H mCVUI.rCU t"1"CIIV 1 DEMOLITION, PARTITION PLAN SCALE: 1 /4"=1'-0" REFLECTED CEILING PLAN SCALE: 1 /4"=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. SEE SHEET AO.1 & A0.2 FOR GENERAL NOTES & INFORMATION PLAN SPECIFIC NOTES �j PROVIDE NEW ENTRY DOOR W/ ADJACENT S.G. RELITE, SET MIN. 4 OFF THE EXISTING WALL (VERIFY IF CITY IS REQUIRING 20 MIN. DOOR AND FRAME AND FIRELITE RELITES) F2 PROVIDE 2 NEW OFFICE S.G. RELITES - MATCH SUITE STANDARD PROVIDE NEW SINK WITH BACK AND SIDE SPLASHES , UP/LOWER CABINETS SET AT 2'-10" MAX. HT., VERIFY W/ TENANT IF AN UNDER COUNTER REF. IS REQ. IF SO, LEAVE 24" OPEN PLACE FOR TENANT PROVIDED REF. VERIFY REF. WILL FIT UNDER 34" HIGH COUNTER. ® REMOVE CARPET AND PROVIDE VCT FLOORING IN BREAK AREA. PAINT ALL NEW AND AFFECTED WALLS. E5 PROVIDE INSULATION ABOVE CEILING GRID THROUGHOUT © PROVIDE NEW DOOR HERE. B/S DOOR TO COME FROM EX. BUILDING INVENTORY. F7 PROVIDE NEW SWITCHES AS REQUIRED FOR LIGHT CHANGES. Z A3.1 WALL LEGEND EXISTING PARTITION EXISTING CONSTRUCTION TO BE REMOVED PARTITION TO UNDERSIDE OF CEILING 2F A3.1 CEILING LEGEND 2'x4' SUSPENDED CEILING GRID &TILES TO REMAIN 2'x4' EXISTING FLUORESCENT LIGHT FIXTURE TO REMAIN DOOR SCHEDULE SEE ACCESSIBILITY DOOR DETAILS A3.1 RELOCATED EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE DOOR & FRAME: ® EXISTING SPRINKLER HEAD (FOR INFORMATION ONLY) B/S DOOR AND FRAME ASSEMBLY .A LIGHT SWITCH A PROVIDE AND INSTALL B/S DOOR AND FRAME ASSEMBLY. MATCH EXISTING E EXISTING IN SUITE. B PROVIDE AND INSTALL B/S RATED DOOR AND FRAME ASSEMBLY. MATCH N NEW EXISTING IN SUITE. HARDWARE: B/S DOOR HARDWARE SHALL BE ADA COMPLIANT LEVER STYLE. J7'x 6pLwc�k 1 PROVIDE AND INSTALL B/S HARDWARE SET WITH LATCH. 2 PROVIDE AND INSTALL B/S HARDWARE SET WITH SUITE LOCKSET. yz' `max�CAk REVIEWED FOR CODE COMPLIANCE APPROVED JAN A 5 2016 City of Tukwila BUILDING DIVISION Cff2r 'U, ;1 DEC 2 4 2015 PERMIT CENTER Y O 3 LL F- z W 2 W U W 0 U W 0 0 0 it a m 2 0 J a W 3 LL 0 V) m 0 W iE z 0 W W m d 2 0 z W z 0 W z W g 0 0 W U z QW W c> W fL a W Y F Q V) z 0 U) w 0 m 0 J a W a 3 0 Q m x W Y K 3 m W 0 } z Q z 0 w (n M W m 0 z Q W 0 rn '21 i EO O U d r� J 00 H N bo O� «i 0 0 v borJ3 �j o� 00 L0 u y �y U A � \o co a .� U o a °a VJ W o N U zw _ O � < W J W oo Q aC z W (D z T o- W D p'- 3: W cn W T= O ry wo It W U) zJ Li O V)Li �O of I- Z ¢ `` �<J W o Z OW ~U .I W _J a04 WW0 0 cq 06 cV PA / PM: VSS DRAWN BY: VSS JOB NO.: SEA15-62 400 SHEET l�/`'1V 1 IVIV. Ir 1 f11�7 Jf-7CC 1 1�7 IVV 1 L'i� XJV 1 1 1�7 f1 RCUVVCU I'RIIV I DETAILS REFERENCE: NORTHWEST WALL AND CEILING BUREAU REFERENCE 401-REVISED 10/2009 SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS SEISMIC DESIGN CATEGORIES D,E,AND F. NOTES: 1. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. WIRE AND TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. 2. HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4 FEET ON CENTER OR 10 GAUGE SPACED 5 ' O.C. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. 3. POWDER DRIVEN SHOT ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES.TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. 4. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK TO BACK 1 1/2" COLD —ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. 5. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. SHOT —IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. HANGER (SUSPENSION) WIRES SCALE: N.T.S. ICEWC—Wire—SEA Is 3 N Q N N i 0 i a L U N ..c U L / rn c 0 0I c 0 N 0 O 11 I N N Uj < w 0 '3 0 N N > 15 16 WOOD CONDITIONS c' IBPURLIN OR 4X V OR GLB :CTION @ CENTERLINE .R NS ,'AL WIRE :R-300# MIN. 2X SUBPURLIN OR 4X PURLIN OR GLB CONNECTION @ CENTERLINE MEMBER 3 TURNS VERTICAL WIRE HANGER-200# MIN. 2"MIN. 2X6 MIN. SUBPURLIN OR 4X PURLIN OR GLB z o -- (2) 5/16"X2"LAG SCREWS TL STUD VERTICAL BRACE IZE PER CHART DETAIL 1, ATTACHMENTS (WOOD DECK) SCALE: N.T.S. ICEWC—Wire—conn—wd—SEA STRUCTL CONCF CEILING COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE ATTACHMENT 5/16" DRILL —IN EXPANSION ANCHOR MINIMUM STEEL STRAP 1" WIDE X 2" LONG X 12 GAGE MINIMUM 3 TURNS COUNTER SLOPE/SPLAYED SEISMIC WIRE ASSEMBLY (PER ASTM C-636) VERTICAL HANGER WIRE ATTACHMENT ATTACHMENTS 2" MIN 2" MIN. Ulvh I I aunt=v WALLS UNM 1 1 Hl.MU WALL) ATTACHED WALL MOLDING REQ. UNATTACHED WALL MOLDING REQ. SPREADER BAR OR EQUAL TO KEEP PERIMETER COMPONENTS FROM SPREADING APART NOTES: WALL MOLDINGS: 1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. 1. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE 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. SPREADER BARS: 1. SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AND CROSS BARS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. 3. WIRE TYING IS ACCEPTABLE ALTERNATIVE TO SPREADER BARS. 4. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. 5. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. SCALE: N.T.S. ICEAC—Wall—SEA PERIMETER HANGER WIRE FLANGE POP RIVET NOTES: SHOT —IN ANCHOR 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 ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS STRUCTURAL CONCRETE REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE 3 TURNS 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 VERTICAL WIRE HANGER <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 INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A A POINT AT LEAVE LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. 2. OTHER THAN PARTITIONS AND SOFFITS, SEIMIC JOINTS MAY NOT BE USED AS PART OF A FIRE RATED CELING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS PROVIDED. SEISMIC SEPARATION JOINT SEISMIC BRACING PERSPECTIVE SLOPE/SPLAYED RACING WIRE :NT, SEE 'NT DETAILS THIS RACING COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE ATTACHMENT MAX. RECOMMENDED LENGTH FOR VERTICAL. BRACING —VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. CEILINGS W/ PLENUMS <12" DO NOT REQUIRE LATERAL FORCE BRACING. *PROVIDE ENGINEERING IF PLENUM > 11'-0" COMPRESSION STRUT INSTALLATION 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 TO 13'-6" DBL 2-1/2" X 20 GA TO 15'-0" SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER & AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CLG. HANGER WIRES SHALL BE 12 GA. &4' O.C. OR 10 GA. & 5' O.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EA. WALL. 12 GA. HANGER WIRE SPACED 4' O.C. ALL WIRE TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. OPTIONAL VERICAL BRACING . �P} SHALL BE 12' O.0 (MAX) AND BEGIN < 6' FROM WALLS —SEE °c CHART FOR SIZES AND VERIFY LOCAL CODE REQ. VERT. STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE (WHEN USED.) xx LAT. FORCE BRACING 4 EA. -P 12 GA. WIRE SECURED TO ;n "n MAIN RUNNER WITHIN 2'-0" OF CROSS TEE AND SPLAYED 90' FROM EA. OTHER 2" 2" 12'-0" O.C. BOTH DIRECTIONS W/ FIRST POINT WITHIN 4'-0" FROM EA. WALL NOTES: MAIN BEAM CROSS TEE 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 FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENT. 2. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. 3. FOR CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILNG TO THE STRUCTURAL SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED. 4. LATERAL FORCES BRACES SHALL BE 12' O.C. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS. 5. SEISMIC SPLAY WIRES ARE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A FACTOR OF 2, WHICHEVER IS GREATER. 6. POWDER DRIVEN SHOT —IN —ANCHORS WHEN USED FOR SEISMIC APPLICAITONS ARE PART OF A PRESCRIPTIVE PATH IN SEISMIC APPLICATIONS CAT. D, E, AND F, AND SHALL HAVE AN ICC—ES APPROVAL AND REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FORM THIS REQUIREMENT. 7. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SUSPENDED CEILING BRACING SCALE: N.T.S. ICEAC—Susp—vertical—strut—SEA REVIEWED FOR CODE COMPLIANCE APP QVED JAN 0 5 2016 City of Tukwila BUILDING DIVISION Ird :: f .i .: '.� i.7. 0 V C) F I it>>'.`A;ILA DEC 2 4 2015 PERMIT CENTER NOTES: 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. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C. CHANGES. 3. IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. Y 0 3 a 0 I_ Z W tu U W m 0 U W 0 Of 0 m a m 0 J < W a 3 IL 0 W U P 0 z W 0 x 0 m m W m tn U W U 0 a Fn m 0 W F Z 0 0 W 1z a W m < x 0 < In z 0 z W 2 0 0 U VI 0 0 W U Z. B W Ix a W `1 Q In z 0 W 0 m 0 0 < W Q 3 I- z W < } in I- w U W Y m 3 W 0 } a z 0 w W m 0 z 0 z < m 0 U W d' 3 IL 0 x a_ 0 U z W a 0 rr a W W < In Z 0 0 r- U W a z Z < 0 E E o CU 402 !�1 lT N N P4 G� J 00 N rn to � �n� 00 00 U W _ a\ .2 k cu 00 2 � W .004 VJ W o N ' 0 . ZW O U) J VJ 0 ,max z J_ W (� -I Z Z W L.L W _ W >_ O o� C [Q W W VJ .-I w NW Q <o W 0 Wo ' ^ N Z J_ W U LO CD < 0 00 r PA / PM: VSS DRAWN BY: VSS JOB NO.: SEA15-622;�-00 SHEET i� SCALE: N.T.S. ICEWC—Wire—conn—conc—SEA SCALE: N.T.S. ICEAC—Seismic—separation—SEA ti 111111 1 force —bra *. <.I/1V 1 1L.lIV. 1I 1 1 11\7 JI 1L_L_ I IV 1 V V 1 L`T A%JV 1 1 IV n l\1—VVV1_V 1 I%II1 1 32" MIN. 32" MIN. 32" MIN. HINGE ) D DOOR SLIDING DOOR FOLDING ) G N)DOOR CLEAR WIDTH OF DOORWAYS 18„WIN. FRONT APPROACH, PULL SIDE 36" MIN. HINGE APPROACH, PULL SIDE 12"MIN.* 12"1 MIN * i 00 (*) IF BOTH CLOSER AN LATCH ARE PROVID FRONT APPROACH, PUSH SIDE 42" MIN. HINGE APPROACH, PULL SIDE (*) 54" MIN. IF CLOSER IS PROVIDED. (F) LATCH APPROACH, PULL SIDE (*) IF BOTH CLOSER AND LATCH ARE PROVIDED. (**) 48" MIN. IF BOTH CLOSER LSER AND LATCH PROVIDED. HINGE APPROACH, PUSH SIDE 24 NtlN. (*) 48" MIN. IF CLOSER IS PROVIDED. (G) LATCH APPROACH, PUSH SIDE MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS PULL SIDE 12" MIN. PUSH SIDE PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH MANEUVERING CLEARANCE AT RECESSED DOORS 148" MIN. DOOR \WIDTH (C) (A) DOOR , I 48" MIN. DOOR WIDTH z WIDTH TWO DOORS IN SERIES MEMBER DEPTH: FLANGE WIDTH: (EXAMPLE: 6" = 600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" - 162 X ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. DEPTH IS THE INSIDE DIMENSION. STYLE: 600 S 162 - 54 MATERIAL THICKNESS: (EXAMPLE: STUD OR JOIST SECTION = S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1 /1000 THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN S = STUD OR JOIST, T = TRACK, U = CHANNEL, THICKNESS. F = FURRING INTERIOR NON-STRUCTURAL NON -COMPOSITE: FIRM1 / EMEE .IBIS NDTE: ALL STUD INFORMATION IS BASED ON: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) LIMITING WALL HEIGHT TABLE-L/240 SCALE: NONE DOOR JAMB DOOR IN OPEN POSITION THERMOSTAT IWAMT-Height_table-L_240-SSMA PARTIAL PLAN OF LIGHT SWITCH/SENSOR NOTE: PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION INDICATED (OR a@ GLASS FRONT) LT. SWITCH / T-STAY SIDELITE SCALE: 3/8"=1'-0" IMIMI-Light_switch_T_stat-01 ROOF/FLOOR DECK PURLIN OR 4x BLOCKING BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS AT 8'-0" O.C. MAX. W/ (2) WOOD SCREWS W/ 1-1/2" MIN. PENETRATION INTO PURLIN ICC-ESR-2236 NOTES FOR ALL WALLS: } • SEE METAL STUD CHART FOR GAUGE. z • SEE FLOOR/PARTITION PLAN AND/OR GENERAL o NOTES SHEET FOR ANY REQUIRED INSULATION. ,- 8 ALL WALL STUDS TO BE 3-5/8", U.O.N. - ALL RESTROOM WALL STUDS TO BE 6" AND Z ,- TYP. FULLY INSULATED, U.O.N. UNDERSIDE OF ROOF OR DECK ABOVE CEILING LINE LOW WALL NON -RATED PARTITION PARTITION F SLAB TO HEIGHT SLAB TO Z NOTED (SEE UNDERSIDE OF PLAN SPECIFIC CEILING NOTES) FINISH FLOOR LINE TYP. a. WALL TYPE SCHEDULEa. -0= SCALE: 1 2 1 2 / IWAMT-Wall-typea a x WHERE OCCURS, cn 0SEE x/NSULATION RCP z W BRACE TO STRUCTURE, z ALTERNATE SIDES. USE METAL STUDS AT 8'-0" O.C. MAX., MATCH WALL STUD SIZE & GAUGE (3 5/8" 20 GA. 2 MIN.) PROVIDE BENT LEG & 0 FASTEN TO TOP TRACK, MAX. < LENGTH OF BRACE 25'-0". 3 SUSPENDED ACOUSTICAL CEILING, SEE RCP SCRIBE WALL BOARD TO F- W CEILING GRID & TRIM NEAT & TRUE a TOP TRACK SECURED TO } m R WA . S W/ (2) .-#.$._ a ID SM . REW EVVED FOR 0 INS .I VO I&i ftE w 3. SE WALL A ME 3 JAN 0 5 2016 W 0 z City of Tukwila Z 0 PARTITION TO UNDERSIDE - vlslo N m SCALE: 3"=1'-0" IWAMT-Uc_hd_dia_brc_ct=01 0 z INSULATION WHERE OCCURS, SEE WALL TYPE SCHEDULE ` NOTES: :c 1 PROVIDE ACOUSTICALZ a SEALANT (OR FIRE CAULKING AT FIRE -RESISTANCE RATEDk. WALLS) AT BOTH SIDES OF WALL BOTTOM.. 2. REFERENCE UL# BW-S-0001 FOR FIRE -RESISTANCE RATED WALL ASSEMBLIES. 3. ALL JOINTS OR PENETRATIONS IN FIRE -RESISTANCE RATED WALLS ARE REQUIRED TO ?: BE PROTECTED WITH A UL • LISTED FIRE STOP SYSTEM. e 41• .Q a. d II I I. u 4. 4' a 5/8 GYP. BD. EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SIZE & SPACING (TYPE-X AT FIRE RATED WALLS) LARR # 25889 BOTTOM TRACK WITH WITH POWER -DRIVEN FASTENERS AT 16"O.C. MAX. ICC-ESR-1752 LARR # 22668 4" RESILIENT BASE @ GYP. BD. WALLS U.O.N. #10 SCF;sWS'v (' . )f is ; ". •A' I L A DEC 2 4 2015 PERMIT CENTER FINISH FLOOR 0 z 0 vJ F- o_ U) w a_ Y p+ o < W J N N LUJ J LO Q N 004 CV PA / PM: VSS DRAWN BY. VSS JOB NO.: SEA15-62Z, -00 r DOORS, DOORWAYS & GATES SCALE: 1/4"=1'-0" IACDR-AC_Doors-404_IBC V WALL BRACE AT PURLIN SCALE: 3" = 1'-0" IWAMT-Dia_brc_hd_wd-01 WALL BASE ,.. SCALE: 3"=1'-0"