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Permit D16-0087 - CONAM MANAGEMENT - TENANT IMPROVEMENT
CONAM MANAGEMNET 16000 CHRISTENSEN RD SUITE 250 D16-0087 Parcel No: Address: 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 2523049077 16000 CHRISTENSEN RD 250 Project Name: CONAM MANAGEMENT Permit Number: 016-0087 Issue Date: 4/22/2016 Permit Expires On: 10/19/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: BRCP RIVERVIEW PLAZA LLC 248 HOMER AVE , PALO ALTO, WA, 94301 NANCY ANDERSON 16040 CHRISTENSEN RD STE 100 , TUKWILA, WA, 98188 PATTISON GENERAL CONTRACTOR 15235 NE 90TH ST BLDG U, REDMOND, WA, 98052 PATTIGC917C7 BROADREACH CAPITAL PARTNERS Address: 248 HOMER AVE , PALO ALTO, CA, 94301 Phone: (206) 373-7130 Phone: (425) 978-8222 Expiration Date: 2/27/2017 DESCRIPTION OF WORK: TENANT IMPROVEMENTS DEMO WALLS, ADDITION OF WALLS, NEW KITCHENETTE, NEW PAINT, NEW CARPET, PRIVACY FILM RELITES Project Valuation: $65,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $1,946.32 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No 0Permit Center Authorized Signature: Witt.4I I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: G_--� �s" / t �V1 lA.sr\� Print Name: •P'N) Pr- QU S\r-) Date:44 t22 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 22: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 26: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 23: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 28: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING t CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Di6-00&7 Project No. Date Application Accepted: 0 3(3°4 Date Application Expires: $, (304 (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 Site Address: 16000 Christensen Road, Tenant Name: ConAm Management King Co Assessor's Tax No.: 2-_ j 2 5O -y -q.931. Suite Number: 250 Floor: PROPERTY OWNER Name: Nancy Anderson Name: Broadreach Capital Partners City: Tukwila State: WA Zip: 98188 Address: 248 Homer Ave. Email: nancya@unicoprop.com City: Palo Alto State: CA 96 Zip: CONTACT PERSON — person receiving all project communication Name: Nancy Anderson Address: 16040 Christensen Road City: Tukwila State: WA Zip: 98188 Phone: (206) 373-7130 Fax: Email: nancya@unicoprop.com GENERAL CONTRACTOR INFORMATION Company Name: Pattison General Contractors Address: 15235 NE 90th St., Building U City: Redmond State: WA Zip: 98052 Phone: (425) 497-8222 Fax: Contr Reg No.: PATTIGC917C7 Exp Date: Tukwila Business License No.: H:\Applications\Fomes-Applications On Line \2011 Applications\Permit Application Revised - 8.9.11.docx Revised: August 2011 bh New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Name: Broadreach Capital Partners Company Name: Ware Malcomb Company Name: Architect Name: Vicki Somppi Address: 3015 112th Ave. NE #205 City: Bellevue State: WA Zip: 98104 Phone: (425) 670-6706 Fax: Email: vsomppi@waremalcomb.com State: ENGINEER OF RECORD Name: Broadreach Capital Partners Address: 248 Homer Ave. 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: Broadreach Capital Partners Address: 248 Homer Ave. City: Palo Alto State: CA Zip: 94301 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 65,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Tenant Improvements demo walls, addition of walls, new kitchenette, new paint; new carpet, privacy film relites Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes VJ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2nd Floor 3,946 3,946 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes VJ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 4 PUBLIC WORKS PERMIT INFORMATION — 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 O ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O 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 apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards E l ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control El ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours E l .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone El .. Storm Drainage El .. Abandon Septic Tank El .. Curb Cut El .. Pavement Cut El .. Looped Fire Line ❑ ...Permanent Water Meter Size... El ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size E l ...Sewer Main Extension Public El ❑ ...Water Main Extension Public ❑ El .. Grease Interceptor El .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding WO #_ WO # WO # ❑ ...Deduct Water Meter Size Private ❑ Private El FINANCE INFORMATION Fire Line Size at Property Line El ...Water El ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:WpplicationsWoms-Applications On Line \201 I ApplicationsTermit Application Revised - 8.9.1I.does Revised: August 2011 bh Page 3 of 4 e'• PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: l`_Th� �(� �•�---J Date: 03/29/2016 Print Name: Nancy Anderson, Property Manager, UNICO Day Telephone: (206) 373-7130 Mailing Address: 16040 Christensen Road, Suite #100 H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Tukwila City WA 98188 State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $1,946.32 D16-0087 Address: 16000 CHRISTENSEN RD 250 Apn: 2523049077 $1,946.32 DEVELOPMENT $1,889.21 PERMIT FEE R000.322.100.00.00 0.00 $1,142.25 PLAN CHECK FEE R000.345.830.00.00 0.00 $742.46 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $57.11 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8064 R000.322.900.04.00 0.00 $57.11 $1,946.32 Date Paid: Wednesday, March 30, 2016 Paid By: UNICO Pay Method: CREDIT CARD 025027 Printed: Wednesday, March 30, 2016 10:59 AM 1 of 1 ISYSTEMS INSPION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: rllOA%wl MAnJAV,E` e -At Type of Inspection: 11 1)GDM,- rvAL Address: /0000 ei-te/Srr,JSCA/ 0 Date Called: Special Instructions: 2 Sa PALL. Date Wanted:a.m. 7// ?/4 p.m. Requester: / Phone No: 266 • gri —465'/ DAApproved per applicable codes. Ll Corrections required prior to approval. COMMENTS: Inspector/ 7— Avvl Date: �Z /16 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ��_ Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 /G -cogs 7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: CO WAIN) PVI/ViAGEw1r/fr Type of Inspection: 6-/AV/V6- Address: Mom e eneigreAzd 2� Date Called: Special Instructions: Date Wanted. 71/z/g Requester: Phone No: IS.Approved per applicable codes. L_.J Corrections required prior to approval. COMMENTS: Inspector: Date: ho REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Ply-ocB7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 f dq f kt- Project: 1.4-t CO K a Type of/Inspectiion: J Cofrq ' Address: a Call d: / 6-AZi (JC' AT- awl Special Instructions: -afI i,)(Fi fr leill Date Wanted: 7 —6 — V I o Ng Re et k - ((1VQ eq & - cLvAL Afp Phone No: 206-qZ--)-`Ci/ ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ) Pea i c," / 6-AZi (JC' AT- awl 2-0Z--- , J Or-6cL- _ �&rte 67,N 2 0$ z) ptv 6- & - cLvAL Afp e_ Date: ,326# REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DfC `665 7 Project: Type of lasetion: j, a Go Address: ` 0®0t -t:.�i pat Called: . *-0 Special Instructions: C4(( (r44V E--€ Date Wanted:Q C ((1 —(4 a.m. p.m. Re I Phone o: zoo --'3)-- tf - 76 0 pproved per applicable codes. DCorrections required prior to approval. COMMENTS: Date: - Ib REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �6-ods 7] 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)„431-3670 Permit inspection Request Line (206) 438-9350 V -GC r�9 GO v�r7_ Pr ect: RI. �a Ty.- • ns• -c'•0, _ ,...., . c _�. �` Alge'8.60 aryl'sfeloekI`6 O Cal�I d0 Special Instructions: VIM A /"i Date anted: � a.m. p.m. Re stet; Phon ` , 67,4_ (6c 1 qM pproved per applicable codes. Approved Corrections required prior to approval. MENTS: Ai/ 6:AA)11. v(c(r.((_7 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 9/6-m) �- t,7) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:� (-At po w >l Cr e,J:- Type of Inspec inn: ' S? ItitJil-L Address: ( 0 elciA Suite #. �. so 11 , Pre -Fire: Contact Person: Special Instructions: Phone No.: 0 j pproved per applicable codes. Corrections required prior to approval. COMMENTS: P oe. s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Ai1 c." P2- Date: 7 r" / / 6 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ''&Q—')0S-7 1i-3- ,D?c, Fire Alarm: Type of IInn'spection: PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (.4 Sprinklers: Fire Alarm: Type of IInn'spection: ,' Address: / Suite #: /6 Oa /iii � (iii/ l my,; , n � 14' Contact Person: F Special Instructions: Phone No.: i VApproved per applicable codes. Corrections required prior to approval. COMMENTS: /ej u v Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspector: ---e n� c 3 Date: /./.3//67 Hrs.: I. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0087 DATE: 03/30/16 PROJECT NAME: CONAM MANAGEMENT SITE ADDRESS: 16000 CHRISTENSEN RD - SUITE 250 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Ato Hco Building Division DIA -- Public Worr)c�imp PAA A -Wei 1-43-1c Fire Prevention 1111 Structural n 4. AJ,/A- i --I-10 Division Permit Coordinator w PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 03/31/16 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/28/16 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW D Staff Initials: 12/18/2013 PATTISON GENERAL CONTRA 'TOR Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Lab©r & Industries Page 1 of 2 Search L&I A -Z Index Help My I.,&I Workplace Rights Trades & Licensing PATTISON GENERAL CONTRACTOR Owner or tradesperson Principals PATTISON, MICHAEL WINFIELD, PRESIDENT PATTISON, JAN LA REE LOUISE, VICE PRESIDENT Doing business as PATTISON GENERAL CONTRACTOR WA UBI No. 602 182 087 Parent company PATTISON INC 15235 NE 90th Street Bldg U REDMOND, WA 98052 425-497-8222 KING County Business type Corporation Governing persons 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 License specialties GENERAL License no. PATTIGC917C7 Effective — expiration 02/2712009— 02/27/2017 Bond ................. FIRST NAT INS CORP Bond account no. 6519060 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 02/20/2008 02/27/2009 Expiration date Until Canceled Insurance .............................. Charter Oak Fire Ins Co $1,000,000.00 Policy no. DTC08G246583-15 Received by L&I Effective date 03/01/2016 02/24/2016 Expiration date 02/24/2017 Insurance history https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 04/20/2016 H: \Riverview Plaza Tukwila\SEA15-6220-00_Conam_—_Suite_11-250_Relocation\Architectural\Cad\CD\6220_A01.dwg UAU I IUN: II- 11-115 SI -ILL 115 NU 114" Xib" I I 16 IA (L=000CU VI IIN I ABBREVIATIONS ACOUS A.D. ADJ. AGGR. AL. APPROX. ARCH. ASB. ASPH. BD. BITUM. BLDG. BLK. BLKG. BM. B.O.C. B.O.M. B.O.P. B.O.R. BOT. CAB. C.B. CEM. CER. C.I. C.G. CLG. CLKG. CLO. CLR. C.O. COL. C.O.M. CONC. CONN. CONSTR. CONT. C.O.R. CORR. CTSK. CNTR. CTR. DBL. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. D.S.P. DWG E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. EXST. EXPO. EXP. EXT. And Angle At Centerline Diameter or Round Pound or Number Existing Acoustical Area Drain Adjustable Aggregate Aluminum Approximate Architectural Asbestos Asphalt Board Bituminous Building Block Blocking Beam Bottom of Concrete Bottom of Mullion Bottom of Panel Bottom of Reveal Bottom Cabinet Catch Basin Cement Ceramic Cast Iron Corner Guard Ceiling Caulking Closet Clear Cased Opening Column Center of Mullion Concrete Connection Construction Continuous Center of Reveal Corridor Countersunk Counter Center Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Door Drawer Downspout Dry Standpipe Drawing East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Electrical Panelboard Equal Equipment Electric Water Cooler Existing Exposed Expansion Exterior F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. FIN. FL. FLASH. FLUOR. F.O.C. F.O.F. F.O.M. F.O.S. FPRF. F.S. FT. FTG. FURR. FUT. GA. GALV. G.B. GL. GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. I.D. INSUL. INT. Jan. JT. KIT. K.O. LAB. LAM. LAV. LKR. LT. MAX. M.C. MECH. MEMB. MET. MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. N. N.I.C. NO. NOM. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. Fire Alarm Flat Bar Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cab Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Mullion Face of Stud Fireproof Full Size Foot or Feet Footing Furring Future Gauge Galvanized Grab Bar Glass Ground Grade Gypsum Hose Bibb Hollow Core Hardwood Hardware Hollow Metal Horizontal Hour Height Inside Diameter (Dim.) Insulation Interior Janitor Joint Kitchen Knock Out Laboratory Laminate Lavatory Locker Light Maximum Medicine Mechanical Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Mounted Mullion North Not In Contract Number Nominal Not To Scale Overall Obscure On Center Outside Diameter (Dim.) Office Opening Opposite PRCST. PL. P.LAM. PLAS. PLYWD. PR. PT. P.T.D P.T.D/R PTN. P.T.R. P.J. Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ. RESIL. RM. R.O. RWD. R.W.L. S. S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S.SK. STA. STD. STL. STOR. STRL. SUSP. SYS. TRD. T.B. T.C. TEL. TER. T. & G. THK. T.O.C. T.O.P. T.O.R. T.O.RC. T.O.M. T.O.W. T.P. T.P.D. T.V. T.W. TYP. UNF. U.O.N. UR. VERT. VEST. W. W W.C. WD. W/O WP WSCT. WT. Pre—cast Plate Plastic Laminate Plaster Plywood Pair Point Paper Towel Dispenser Combination Paper Towel Partition Paper Towel Receptacle Panel Joint Quarry Tile Riser Radius Roof Drain Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader South Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Shelf Shower Sheet Similar Sanitary Napkin Disp. Sanitary Napkin Recept. Specification Square Stainless Steel Service Sink Station Standard Steel Storage Structural Suspended Symmetrical Tread Towel Bar Top of Curb Telephone Terrazzo Tongue and Groove Thick Top of Concrete Top of Panel Top of Reveal Top of Deep Recess Top of Mullion Top of Wall Top of Pavement Toilet Paper Dispenser Television Top of Wall Typical Unfinished Unless Otherwise Noted Urinal Vertical Vestibule West With Water Closet Wood Without Waterproof Wainscot Weight CONAM RELOCATION RIVERVIEW PLAZA II 16000 CHRISTENSEN RD, STE. 250 TUKWILA, WA 98188 (For Tenant Improvement Permit Only) b(64)067. F,12>V4e fl ijF:io I i subjectto errors "m!s .a3 .o . /�i{' S>p^r�y l edocumentsf 3 .i Vim d ein ,. th9 sAe ✓l, oiv adopted cots or erdi 1anc3. k ico of appror,.,i r dd Copy and coxnd:i n3 iS ackn M dLc 1: Date: � 1 f City of Tukwila BUILDING DIVISION PROJECT DATA OWNER / DEVELOPER SHEET INDEX BUILDING DEPARTMENT: CITY OF TUKWILA BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE 2012 NATIONAL ELECTRIC CODE 2012 INTERNATIONAL MECHANICAL CODES 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 2009 ICC/ANSI 117.1 OCCUPANCY CLASSIFICATION' PER IBC CHAPTER 3 (SECTION 302) — B FIRE PARTITION' PER IBC CHAPTER 7 — N/A TYPE OF CONSTRUCTION' PER IBC CHAPTER 6 (SECTION 602) — V—B SPRINKLERED: YES NUMBER OF STORIES. 3 ASSESSOR'S PARCEL NO.: 252304-9039 PROJECT SCOPE' THIS PROJECT IS A TENANT IMPROVEMENT OF AN EXISTING OFFICE SPACE AND AN EXPANSION INTO THE ADJACENT SUITE TO ADD OFFICE SPACE. INTERIOR RENOVATIONS TO INCLUDE MINOR INTERIOR DEMOLITION AND SOME NEW INTERIOR WALL AND DOORS. NO CHANGE OF USE OR INCREASE IN OCCUPANCY IS ANTICIPATED. TENANT OCCUPANCY: OFFICE (B) — SUITE 250— CONAM — 3293 USF TOTAL OCCUPANTS 3293 USF/900 — 33 OCCUPANTS UNICO 16040 Christensen Road, Suite #100 Tukwila, WA 98188 CONTACT: NANCY ANDERSON PH: 206.373.7130 EMAIL:nancya@unicoprop.com ARCHITECT WARE COMB 3015 112TH AVE; NE, SUITE 205 BELLEVUE, WASHINGTON 98004 PM VICKI SOMPPI PH: (425) 582-5509 vsomppi@waremalcomb.com DESIGN BUILD NOTES 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR REFERENCE ONLY. 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED LIGHT FIXTURES. 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ROOF—MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. ACCESSIBILITY NOTES 1. ALL ITEMS ARE FOR REFERENCE ONLY, ANY ITEM NOT SHOWN SHALL BE REFERENCED IN THE 2012 INTERNATIONAL BUILDING CODE AND ICC—A117.1-2009. 2. ANY DISCREPANCIES CONTAINED HEREIN DO NOT RELIEVE THE CONTRACTOR OR OWNER FROM COMPLYING WITH CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. 4. REFER TO 2012 INTERNATIONAL BUILDING CODE, CHAPTER 11 AND ICC—A117.1-2009 FOR CURRENT AND UP TO DATE INFORMATION. ARCHITECTURAL A0.1 A0.2 A1.1 OCCUPANCY & EXIT PLAN A2.1 DEMOLITION, PARTITION & REFLECTED CEILING PLANS A3.1 A3.2 ( 6 SHEETS ) TITLE SHEET GENERAL NOTES MISCELLANEOUS DETAILS CEILING DETAILS REVISIONS No changes shalt be made to the s of work withct.+t prior approval of Building Division. require a new plan submittal and may iric:ude additional plan review fees. ELECTRICAL BIDDER DESIGN (UNDER SEPARATE PERMIT) MECHANICAL BIDDER DESIGN (UNDER SEPARATE PERMIT) SPRINKLERS SEPARATE PERMIT REQU1► ED FOR: "�chani BIDDER DESIGN (UNDER SEPARATE PERMIT) FIRE ALARM BIDDER DESIGN (UNDER SEPARATE PERMIT) DEFERRED SUBMITTALS: Q-Cicctrica1 it �jt �mblr ilJ'Cas Pip City of Tukwila �..,. DIViSi' 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. SYMBOLS LEGEND VICINITY MAP SITE PLAN OFFICE 101 FEC ALIGN ROOM NAME ROOM NUMBER NEW DOOR DOOR NUMBER (REFER TO DOOR SCHEDULE) EXISTING DOOR FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER oFE WALL—MOUNTED FIRE EXTINGUISHER KEYNOTE INDICATOR EQUIPMENT TAG REVISION CLOUD & DELTA NUMBER C DETAIL REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER SECTION REFERENCE SHEET NUMBER ELEVATION REFERENCE SHEET NUMBER ELEVATION VIEW ELEVATION REFERENCE SHEET NUMBER WALL MATERIAL TYPE TYPE NUMBER FLOOR MATERIAL TYPE TYPE NUMBER MISC. MATERIAL TYPE TYPE NUMBER N NO SCALE PROJECT SITE 16000 -SUITE 300 7, i f f 7 j / I.vfvvLu I-oF CODE CQMPLIANCE - APPROVED APR 19 2016 City of Tukwila BUILDING DIVISION PROJECT SITE -16000 -SUITE 250 CITY PARK 44111Nit ///7::: 4444 ;fy. � 1 1111114_1J 111 t,.J 1111 III111i11 _JIi1111 l „I j11Lill 11' 1111111111111 1 .1 I till i�11'11illillI 111111) ;-1. it ii1111111Illi11;1 ,� ,F : 111 1111 I111TI I 1111 I I I1 I 1 ;' 11:;11111 1 CHRISTENSEN ROAD 1111111i 111111111 o io 25 so I 100 20L RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE U a) 3015 112 th avene ne. suite 205 16000 CHRISTENSEN RD, STE. 250 00 CO J_ H TITLE SHEET REMARKS ISSUED FOR REVIEW ISSUED FOR PERMIT JOB NO.: SEA15-6220-00 DATE CD 0 N tri reiO 03.24.2016 PA / PM: VSS DRAWN BY: VSS/MJW JOB NO.: SEA15-6220-00 SHEET A0.1 Thu, 24 Mar 2016 HARiverview Plaza Tukwila\SEA15-6220-00_Conam_—_Suite_II-250_Relocation\Architectural\Cad\CD\6220_A02.dwg C:AU I ION: II- I HIS S -ILL I IS NU 114"Xib" I I I5 H KCUUUtU I -11 -KIN 0 w U z W a' Txs C.) .0 T� O •Nr:4• .131 CCS Cl)2,) E . a ¢..E do 'o 3015 112 th avene ne. suite 205 O W 0 W 0 Cl. w Y F� ,ISE z F i Q N ,I$I N(-) : 1 1190 W CL W 2 > W p > U CL AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOM THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB 16000 CHRISTENSEN RD, STE. 250 CO N"'" CO d) Q J I - GENERAL NOTES REMARKS FIRE AUTHORITY NOTES DEMOLITION NOTES PARTITION PLAN NOTES GENERAL PROJECT NOTES 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN ADVANCE. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT STANDARDS. 3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH LOCAL FIRE AUTHORITY.ACCESSIBILITY 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-0" AND SPRAY BOOTH. 7. FIRE SPRINKLER SYSTEM(S)VERIFY AND ALL CONTROL VALVES, INCLUDING EXTERIOR SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER STATE & LOCAL FIRE CODES. 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR MORE. 9. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE -PROTECTION SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION FROM FIRE DEPARTMENT PRIOR TO ORDERING. 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: 2 -A -10B: C (FOR OFFICE), OR 10 -A -80B: C (FOR WAREHOUSE), SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12'-0" IN HEIGHT, AND 6'-0" FOR GROUP "A" PLASTICS AND CERTAIN OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING AND FIRE CODES. 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FOR HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE DONE IN A LEGAL MANNER. 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSUREOF5. PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: A. FULL HEIGHT WALL FROM FLOOR TO CEILING. B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN ADVANCE WITH THE OWNER. 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, CHIPS AND CRACKS. 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY INSPECTOR. 25. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY FIRE DEPARTMENT. 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 11. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS. 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ALL CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS INCLUDED. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING,STIFFENERS BRACING BACK-UP AND/OR AS FOR THE BRACING, BACK-UP PPLATES WALL -MOUNTED SUPPORTING SUSPENDED BRACKETS EQUIPMENTS REQUIREDOR BUILT-IN ITEMS. REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECTS APPROVAL. 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. 18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION. 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE DIRECTIONAL EXIT SIGNS. 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS Sc FINISH LEGEND. 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL. 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, U.O.N. 23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS AND SOFFITS FOLLOWING REMOVAL OR INSTALLATION OF ANY SURFACE MOUNTED OR RECESSED FURNISHINGS, RECEPTACLES, UTILITY PIPING, SHELF STANDARDS & ALL OTHER SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING THE DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEW FINISH TO MATCH EXISTING FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH EXISTING FINISH TO PROVIDE CONSISTENT & CONTINUOUS FINISH. GENERAL NOTES: 1. THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM TO STATE AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THIS PROJECT. 2. THE TERM "ARCHITECT" OR "DESIGNER" AS USED IN THESE DOCUMENTS REFERS TO WARE MALCOMB. 3. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OF PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING DEMOLITION AND/OR CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER OR ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. 6. 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. 7. 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. 8. 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. 9. 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. 10. 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. 11. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, U.O.N. 12. 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. 13. 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 DRAWING 1. 2. 3. 4. 5. 6. 7. 8. INTERIOR 1. 2. 3. 4. 5. 6. 7. 8. JOB 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. NOTES: 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. ' ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. / EXTERIOR NOTES: WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 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. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. 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. 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. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. C I L I G OTES CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 14. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE 1. SEE ELECTRICAL ENGINEERING STANDARD LIGHT I-1XIUKES, 2. ALL REPLACEMENT COLOR AND MANUFACTURER. 3. FIELD VERIFY EXISTING DISCREPANCIES ON 4. WHERE DISCREPANCIES ETC. OCCUR ON THE PLANS SHALL GOVERN. CLARIFICATIONS. 5. FIELD VERIFY ALL CLEARANCES ARCHITECT OF ANY 6. PLACEMENT OF LIGHT INTERFERENCE MUST 7. CONDUITS ABOVE CEILING 8. NO COMBUSTIBLE MATERIALS ALUMINUM FLEX, ALUMINUM 9. ALL JUNCTION BOXES SERVICE SHALL BE SHALL BE INSTALLED ARCHITECT. (NO EXCEPTION) 10. ALL SPRINKLER HEADS CONCEALED. HEADS ARCHITECTURAL PATTERN. LOCATIONS FOR ARCHITECT'S 11. ALL GYPSUM BOARD G.C. TO PROVIDE A INSTALLATION. 12. LOCATE RECESSED SPEAKERS, FIRE SPRINKLERS, DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING SWITCHES, EXIT SIGNS, ETC. FLUORESCENT LAMPS TO MATCH BUILDING STANDARD -SAME CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY PLANS. IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES,THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. MUST BE A MINIMUM OF 12"ABOVE THE CEILING GRID. SHALL BE USED IN THE PLENUM SPACE, INCLUDING CONDUIT, AND POT METAL CONNECTORS. AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD APPROVAL PRIOR TO INSTALLATION. CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE CODES AND THE NEC. LOCATIONS SHALL BE THE ARCHITECT. POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE WITH A LIGHT INTENSITY OF NOT LESS THAN 1 THE FLOOR LEVEL. SHALL BE (2) SEPARATE SOURCES OF POWER AND SHALL NEC. AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR REQUIRED BY THE FIRE DEPARTMENT. PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE DIRECT CONTACT WITH INSULATION. 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. 15. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS - SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM THE ARCHITECT. 16. 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. 17. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR THE DRAWINGSOR SPECIFICATIONS UNLESS NTRACTOR FROM EHEOHAS, I IN�WR�TINGE AND OBROUGHNS M 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. 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. 19. 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. 20. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER CONTRACT DOCUMENTS AS NEEDED. 21. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT, THE SHALL SUBMIT A SIGNED CERTIFICATE TO THERDEPARTMENTT,THEGENERAL OF BCONTRACTORDING AND SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. 22. CONTRACTOR SHALLNVERIFY ALL BUILDING STANDARDS SH WITH BUILDINGNODELANDLORD 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. x. ���` RECEIVED �.am. CITY OY T UWILA ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FR OUR FIELD VERIFICATION IS BASED ON 11-IOSEBUILDING ELEMENI� (,= IMMEDIATELY AND READILY VISIBLE WITHOUT THE USE OF DEMOLITTO ` REMOVAL OF ANY PERMANENT ELEMENTS. SITE NOTES: WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREM} CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES ADVANCE PRIOR TO WORK. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE LOCATION OF DISPOSAL SITES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, CORRIDOR CARPETS. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE PER STATE AND LOCAL CODES. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, ISSUANCE OF A BUILDING OR GRADING PERMIT. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED. WITHIN THE WHICH DOES NOT WITH THE LOCAL FIRE AUTHORITY AND STATE COMPLYOTS. COUNTY REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO AIR DISTRIBUTION SYSTEMS. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION DONE SO IN ACCORDANCE WITH STATE & LOCAL CODES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB COMPLETED. �. REVIEWED I C~PI 4f ,,,,,,,„,„•,..., 'r f'�� APR 19 TIE d1� �i•4 `,Tu k J�0 Six : z.,.._.. �.. �_ .... IN AND BE IN AND OF THE OF THE JOB BUT THE AND REQUIRED OBTAIN BUILDING Sc RETURN BUILDING SHALL BE THE OF THE IS DEMOLITIONNO1"ES 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER OWNER. EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF THE DEMOLITION WORK. 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RATING(S)OF THE ELEMENT(S). EXISTING BUILDING EL 30. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. 31. EXISTING DOORS TO REMAIN U.O.N. 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED. 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTINGCOORDINATED UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURINGFOOT-CANDLE CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24 -HOURS IN ADVANCE. 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. PARTITION PLAN NOTES CENTER OF 24"x24" NOTED. 13. PROVIDE SWITCHES ACTUAL LOCATION 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. 2. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITION.ILLUMINATED 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N. 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL CONSTRUCTION. 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 0'-4" OF ADJACENT PERPENDICULAR PARTITION. 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT. 7. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO MOISTURE OR WHERE TILE IS USED. 8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING DRAWINGS. ENGINEER. 14. WHERE EXIT SIGNS PER SAID WITH 15. PROVIDE BACK-UP 16. THE MEANS OF EGRESS BUILDING IS OCCUPIED AT 17. EMERGENCY LIGHTING COMPLY WITH THE 18. PROVIDE FIRE DAMPERS DUCTS PENETRATING SURFACES, AND AS 19. CONTRACTOR SHALL AUDIO-VISUAL ALARMS CODES. 20. CONTRACTOR SHALL FIXTURES COME IN GLAZING NJOTES MAR 30 2O D O O R NJ OT E S PETTITITCEFTER 1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS. 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. 4. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED. (SAFETY GLASS) 5. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS. 6. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITE SITUATIONS, SILICON IS TO BE PROVIDED U.O.N. 1. 2. 3. 4. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL GOVERNING CODES Sc STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE FINISH FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH BUILDING STANDARD AND CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 0 w U z W a' Txs C.) .0 T� O •Nr:4• .131 CCS Cl)2,) E . a ¢..E do 'o 3015 112 th avene ne. suite 205 O W 0 W 0 Cl. w Y F� ,ISE z F i Q N ,I$I N(-) : 1 1190 W CL W 2 > W p > U CL AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOM THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB 16000 CHRISTENSEN RD, STE. 250 CO N"'" CO d) Q J I - GENERAL NOTES REMARKS ISSUED FOR REVIEW ISSUED FOR PERMIT JOB NO.: SEA15-6220-00 DATE co 0 N L ri 0 03.24.2016 PA / PM: VSS DRAWN BY: VSS JOB NO.: SEA15-6220-00 SHEET A0.2 Thu, 24 Mar 2016 UAU I ION: II- I h1IS SI-1th I IS NU I Z4" Xib" 11 15 A h{LUUUI_IJ l -1 -(IN I FULL FLOOR PLAN — EXITING PLAN SCALE: 1/16"=1'-0" I TOTAL: I TOTAL: 77'-4" ®R rrm II OFFICE: B 3293 S.F. / 100 S.F. PER OCC. TOTAL OCCUPANTS = 33 EXITING AND OCCUPANCY PLAN SCALE: 1/8"=1'-0" SEE SHEET A0.2a & A0.2b FOR GENERAL NOTES PLAN SPECIFIC NOTES 1 2 3 EXISTING STAIR TO REMAIN. EXISTING ELEVATOR TO REMAIN. EXISTING BUILDING STANDARD EXIT SIGNAGE TO REMAIN. LEGENDS lIWED FOR ,COMPLIANCE APPROVED APR 19 2016 of Tukwila LJING DIVISION INDICATES AREA NOT IN CONTRACT (N.I.C.) OCCUPANCY & EXIT LEGEND EXISTING EXIT. COMMON PATH <100' WITH SPRINKLERS UNOBSTRUCTED PATH OF TRAVEL RECEIVED CITY OF TUKWILA MAR 30 2016 PERMIT CENTER NEW OR RELOCATED CEILING—MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING. N NEW R RELOCATED NOTE: EXIT SIGNS SHALL BE SELF—LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM STORAGE BATTERIES OR AN ON—SITE GENERATOR. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. w ni Oc I- E A O 42 P4 es I� aS N 3015 112 th avene ne. suite 205 CONAM RELOCATION N J 0 W_ ft w Ea" PA / PM: VSS DRAWN BY: KF/NR/MJW JOB NO.: SEA15-6220-00 SHEET A1.1 Thu, 24 Mar 2016 HARiverview Plaza Tukwila\SEA15-6220-00_Conam_ _Suite_II-250_Relocation\Architectural\Cad\CD\6220_A21.dwg CAU I IUN: II- I HIS SHEE I IS NU 124"x3b" I I IS A REDUCED 1 -1 -(IN I DEMOLITION/PARTITION PLAN SCALE: 1/8"=1'-0" 4',*4 8 *AM: ' �►O 1"410112115* f `�♦ai ♦♦♦���♦♦♦♦ ' �4,4±, rry, moi► -�44.• f , 1 l&IP:OW .4 tt...42RwilmiL thitteNever tL.''r witriaPaR-____OVe411 lw *--444k, ritraars,F., Ai 1 rotaii0±.44:• -----..„.4ox ]:,'.:A4K•41.1'44tfit 741:P., W 111 Va ♦_ - ®� "11507 �- �� ♦�r��- - � ► ►- - 'OMNI r re �' Iw' �'•�1 +..♦ice► t IlliS44" Irmo [0:41 �♦ �����♦ ����►� .♦. ,,; ''► � ♦��♦'� �� � % ...ia ►W CALAI�be SP PO % rr .4* 4,4400111/r I. Alf .0110...11 A._ 41i LeAPIP 'TOW EV4Vile �►� U,►.♦`.� ♦�♦� � ► i61 ♦♦♦�,► 1r! l ei♦O♦ 1741fr .►��� '.' s '� '���►'.'�''.'a►�-•�♦vim �'���'wr n • ♦�►?♦♦♦ ♦♦�♦♦♦�♦�,, :47.7i1:4•4•4%•ss REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" SEE SHEETS A0.1 AND A0.2 FOR GENERAL NOTES PLAN SPECIFIC NOTES DEMOLITION NOTES: D1 D2 D3 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS REQUIRED. TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN. KEEP DOOR TO RELOCATE PER NOTE 14. REMOVE DOOR ASSEMBLY. SAVE FOR POSSIBLE RELOCATION. REMOVE GLAZING ASSEMBLY. RETURN TO BUILDING STOCK. PARTITION NOTES: 1 2 3 4 5 7 8 9 10 11 12 13 14 15 PROVIDE NEW B/S CARPET, BASE, & PAINT THROUGHOUT. PAINT OR STAIN OAK TRIM THROUGHOUT. UPGRADE EXISTING CABINETRY AND COUNTERTOP, SET AT 2'-10" FOR ACCESSIBILITY AND PROVIDE NEW FLOORING. NEW DESIGN TO BE SIMILAR TO CURRENT TENANT KITCHEN INCLUDING CABINET DESIGN, SINK, DISHWASHER, AND FLOORING. PROVIDE PRIVACY FILM, 12" FROM TOP OF RELITE TO FLOOR, TYPICAL ON ON FULL HT. RELITES. PROVIDE GLASS WALL SYSTEM WITH BUTT JOINT GLAZING. NO PANEL TO EXCEED 4'-0". SET PER B/S. BACKING SUPPORT BEHIND WALL—MOUNTED EQUIPMENT LOCATIONS, AS NEEDED. SEE IN—FILL WALL TO MATCH ADJACENT CONSTRUCTION. REMOVE EXISTING KEY CODE ENTRY TO B/S LOCKSET. LOCK EXISTING DOOR IN PLACE, NO ACCESS. PROVIDE ELECTRICAL OUTLET FOR TENANT PROVIDED COFFEE MACHINE IF NONE EXISTS. HVAC SYSTEM TO BE CLEAN AND IN GOOD WORKING ORDER. PROVIDE P—LAM RECEPTION BUILT—IN DESK, WITH 3'-0" ACCESSIBLE OPENING, PER B/S PROVIDE B/S LOWER & UPPER CABINETS PER PLAN, VERIFY DIMENSIONS. RELOCATED DOOR AND FRAME FROM DEMOLITION AS THIS LOCATION. PROVIDE SUITE STANDARD 3'-0" DOOR & FRAME W/ LOCKING HARDWARE FOR THIS LOCATION. REFLECTED CEILING NOTES: 20 21 22 23 UPGRADE EXISTING LIGHTING THROUGHOUT. REPLACE ALL EXISTING CEILING TILES WITH NEW B/S CEILING TILES. TYPICAL INSTALLATION OF LIGHT SWITCHES AND T—STATS AT ROOMS WITH SIDELITES, SEE DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. REVIEWED FOR CODE COMPLIANCE APPROVED rY APR 19 2016 Yf LEGENDS of Tukwila NO DIVISIO RECEIVED CITY OF i'U KWILA MAR 3 0 2016 PERMIT CENTER WALL LEGEND INDICATES AREA NOT IN CONTRACT (N.I.C.) EXISTING CONSTRUCTION TO BE REMOVED EXISTING PARTITION NEW PARTITION TO BOTTOM OF CEILING GRID LIGHTING CALCULATIONS ALL EXISTING LIGHT FIXTURES TO REMAIN WITHIN TENANT SPACE, NO CHANGES IN TOTAL ENERGY USE. CEILING LEGEND E EXISTING B/S 2 x 4 FLUORESCENT LIGHT FIXTURE TO REMAIN RELOCATED EXISTING B/S 2 x 4 FLUORESCENT LIGHT FIXTURE ILLUMINATED EXIT SIGN (SEE EXIT PLAN—SHEET A0.3) B/S WALL—MOUNTED EMERGENCY PATH LIGHTING B/S CEILING MOUNTED EMERGENCY PATH LIGHTING $ B/S SINGLE SWITCH • B/S EXISTING SPRINKLER LOCATIONS (ANY CHANGES UNDER SEPARATE PERMIT—FOR REFERENCE ONLY) E R EXISTING RELOCATED K 3 z 0 F - z W W U z W 0 0 W z 0 0 Li U- E2 W m J J a z m z 0 U) z W 0 0 W J U U) W U z W W U W a. W F- ar U, z 0 U) W 0 a) 60 m •Eb 3015 112 th avene ne. suite 205 O LC) N W F- F- 0 - C/) 0 Z W C!) Z W I— C/) U 0 0 CO CO DEMOLITION, PARTITION & REFLECTED CEILING PLANS REMARKS ISSUED FOR REVIEW ISSUED FOR PERMIT JOB NO.: SEA15-6220-00 DATE 0 0 N u -i M 0 03.24.2016 PA / PM: VSS DRAWN BY: vss/MJw JOB NO.: SEA15-6220-00 SHEET A2.1 Thu, 24 Mar 2016 HARiverview Plaza Tukwila\SEA15-6220-00_Conam_—_Suite_II-250_Relocation\Architectural\Cad\CD\6220_A31—WALLS_DETS.dwg 32" MIN. 32" MIN. (A) HINGED DOOR 32" MIN. SLIDING (B)DOOR FOLDING(C) DOOR CLEAR WIDTH OF DOORWAYS z 0 CO 18" MIN. (A) FRONT APPROACH, PULL SIDE 36" MIN. z 0 m (C) 12 " MIN * L- Z 0 (*) IF BOTH CLOSER AND> LATCH ARE PROVIDEC (BFRONT APPROACH, PUSH SIDE 42" MIN. 1 I LC) ' J (D) HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE * cV 4;12)rMIN.* r r L_ -r (*) IF BOTH CLOSER AND LATCH ARE PROVIDED. (**) 48" MIN. IF BOTH CLOSER LSER AND LATCH PROVIDED. (E) HINGE APPROACH, PUSH SIDE * z 0 1 24" MIk Jyy (*) 54" MIN. IF CLOSER IS PROVIDED. (F) LATCH APPROACH, PULL SIDE 1 (*) 48" MIN. IF CLOSER IS PROVIDED. (G) LATCH APPROACH, PUSH SIDE MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS ob -4- 0 CO I- n X (B) PUSH SIDE 18"MIN. 1-27Ac (A) PULL SIDE oo r 12" MIN. (C) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH MANEUVERING CLEARANCE AT RECESSED DOORS r, r -q /748" MIN. \ DOOR 4, '1WIDTH / PT/ / M 60" MINS` (C) (A) (B) TWO DOORS IN SERIES DOORS, DOORWAYS & GATES SCALE: 1/4"=1'-0" IACDR—AC_Doors_404_IBC >20"-25" MAX. { UNOBSTRUCTED FORWARD REACH 10" MAX. UNOBSTRUCTED HIGH SIDE REACH (A) (B) OBSTRUCTED HIGH FORWARD REACH (A) 10" MAX. (B) OBSTRUCTED HIGH SIDE REACH > 10"- 24" MAX. MAXIMUM 0.5" 2" I, DOOR (48» MIN. \ DOOR J WIDTH i z I "1 WIDTH 'I 1 / / REACH DEPTH I \\ CCOO \ (51 mm) (125 mm) (150 mm) (B) TWO DOORS IN SERIES DOORS, DOORWAYS & GATES SCALE: 1/4"=1'-0" IACDR—AC_Doors_404_IBC >20"-25" MAX. { UNOBSTRUCTED FORWARD REACH 10" MAX. UNOBSTRUCTED HIGH SIDE REACH (A) (B) OBSTRUCTED HIGH FORWARD REACH (A) 10" MAX. (B) OBSTRUCTED HIGH SIDE REACH > 10"- 24" MAX. MAXIMUM 0.5" 2" 5" 6" 9" 11" REACH DEPTH (13 mm) (51 mm) (125 mm) (150 mm) (230 mm) (280 mm) MAXIMUM 48" 46" 42" 40" 36" 34" REACH HEIGHT (1220 mm) (1170 mm) (1065 mm) (1015 mm) (915 mm) (865 mm) REACH RANGES SCALE: 1/4"=1'— 0" IACMI—Reach_range_ICC-01 ��ROOF/FLOOR DECK, SEE STRUCTURAL DRAWINGS WALL BRACE AT PURLIN SCALE: 3" = 1'-0" PURLIN OR 4x BLOCKING METAL STUD WALL BRACE WITH (2) #10 WOOD SCREWS 3-5/8" MTL. 25 GA. (3505125-18) STEEL STUDS OR WIRE HANGERS (STAGGER © 8' O.C.) MEMBER DEPTH: (EXAMPLE: 6" =600 X 1/100 INCHES) ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION. STYLE: (EXAMPLE: STUD OR JOIST SECTION = S THE FOUR ALPHA CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE: S = STUD OR JOIST, T = TRACK, U = CHANNEL, F = FURRING FLANGE WIDTH: (EXAMPLE: 1 5/8" = 1.625" 162 X 1/100 INCHES) ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES. MATERIAL THICKNESS: (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. INTERIOR NON-STRUCTURAL NON -COMPOSITE: (S) STUD MEMBER , ,1:4!w,, SPACING (IN.) O.C. 5 PSF 0240 './ 6,./%;';'/, 250S125-18 361 *//7. 8, z,2/1:1',/%:,:/// 'L4j% 12" 10'-6" 12" 250S125-18 362S125-33 16" 16" 9'-7" 24" 250S125-18 3/?SJ25 3/;i7 j / 12.E 24" 8'-3" %16"i!7' */,40'4' '4 %'% •!'/';%/�i %:*17//aye 13'! / r,,��!/1// !/ / // // ,=/� !! ,:-//,;,/ /� 250;s12o3' %/j %%2,4vj, t9 , 9 250S125-43 / i1.- 71 �/ 352S125, 6S, (50'KSI) 12" 14'-4" 400S125-18 250S125-43 14'-9" 400S125-18 16" 13'-0" 400S125-18 250S125-43 10' 5" ,40002,5i/33 �/ 24" 11'-5" 015/,3 /747 :,4,2,,$„1.7:,,,,,-5/ /7, , ,1:4!w,, %4,4,i,4,',/// // 36251/25 /j- /%/ri/7 './ 6,./%;';'/, ',-,,7;,4Y/ 361 *//7. 8, z,2/1:1',/%:,:/// 'L4j% :4/9,7711',* 362S125-33 12" 17'-7" 362S125-33 16" 16'-0" 362S125-33 24" 14'-0" 3/?SJ25 3/;i7 j / 12.E /, mi, -r,,,/4/), 36251 /7'. /'/ i / %16"i!7' /! //j 3 2;5125jit3//// %;24/ %:*17//aye 362S125-54 (50 KSI) 12" 20'-6" 362S125-54 (50 KSI) 16" 18'-7" 362S125-54 (50 KSI) 24" 16'-3" 3625125/1 (50 KS1) ,, ,12''' /7 K21,.1;i 362j 2///77./1 /6859 / D )/ //� 6 7 / i1.- 71 �/ 352S125, 6S, (50'KSI) ' 24 /;./ /717//5 //' 400S125-18 12" 14'-9" 400S125-18 16" 12'-10"0 400S125-18 24" 10' 5" ,40002,5i/33 �/ ,'i12;, :/ /019 r7 / 015/,3 /747 7 1/9 %!4 ) ! QOS12�5/T33,�/, , ! s,24' %%/1)5/ 1, NOTE; ALL STUD INFORMATION IS BASED ON: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF 1J240 400S125-43 12" 20'-9" 400S125-43 16" 18'-10" 400S125-43 24" 16'-5" 03.24.2016 4/0/044/11/•,' (5 KSI) '/,' //iW V,10/l-27 49,14/i0/4(140,40Y /i4 7, Ol7' ?7'/,, 400S125-68 (50 KSI) 12" 23'-8" 400S125-68 (50 KSI) 16" 21'-6" 400S125-68 (50 KSI) 24" 18'-10" / /,0/:26ji2,' /a/ % /',!!/Z4247/*1 §QQS)S�/24 j jj!; 76, j. //7.,'",,,i;/'''":„.,,,a,,,,, 6" 6�1051,;27�% j///24 % / 600S125-33 12" 26'-2" 600S125-33 16" 23'-9" 600S125-33 24" 20'-6" //1/ ,/,,, 7 //i/, SOOQS)2 743' ,'.'.%:%/, i// z.,7,,// '* ;/ / %/1?'77/ // r -. " /i %2$, 9%// /%�/,�/%/ 6�0�512, 43j ,i / ! i!/!� ! / !/ j . '*/1;:74')!;'* /'006;50$%':'3 ,t 2 600S125-54 (50 KSI) 12" 30'-9" 600S125-54 (50 KSI) 16" 27'-11" 600S125-54 (50 KSI) 24" 24'-5" 600125 /68-/l5O KS!I), /1' %/, / 3j/ %/%7:,':;;",/ 500Sj2548 .(50 St):n§'-'z�/�% 30, -q / % OQS125 r 68 ,,-1,), 24»7 %/20 800S125-43 12" 36'-1" 800S125-43 16" 32'-9" 800S125-43 24" 28'-8" 400z125' 54/ (5 ''KS)) 7"2'%", a' , 9'// / 8 95125! 54 (50;:K,St) V ''/v/-3:' 2 /' ''6,0.1.G0' (50 KSi)/ /4%%/ %D'. ,' 7 j 800S125-68 (50 KSI) 12" 41'-11" 800S125-68 (50 KSI) 16" 38'-1" 800S125-68 (50 KSI) 24" 33'-4" LIMITING WALL HEIGHT TABLE—L/240 SCALE: NONE IWAMT—Height_table—L_240—SSMA W = MAX. 100 lb. PER STUD. 0 w IX 5 a w IX w IX IX w Z w F N I- Cn a U_ 0 Z0 16 GA. METAL STUD 16" O.C. © ALL BACKING STUD TRACKS 16 GA.X6"X1-1/2" UNPUNCHED METAL TRACK W/LEGS CLIPPED & BENT EA. STUD. ATTACH TO EACH STUD W/3(#10) SELF—DRILLING AND SELF—TAPPING SHEET METAL SCREWS (TO MIN. 3 STUDS) EXTEND BACKING 1 BAY BEYOND EDGE OF CABINET / EQUIP. NOTE: DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS BACKING DETAIL (IF REQ.) SCALE: N.T.S. NOTES: 1. PROVIDE ACOUSTICAL SEALANT (OR FIRE CAULKING AT FIRE—RESISTANCE RATED 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. a. a II 4 . il. V WALL BASE d 4 IWAMI—Wall_equip_backing-01 4 INSULATION WHERE OCCURS, SEE WALL TYPE SCHEDULE 5/8" GYP. BD. EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SIZE & SPACING (TYPE—X AT FIRE RATED WALLS) BOTTOM TRACK WITH WITH POWER—DRIVEN FASTENERS AT 16"O.C. MAX. ICC—ESR-1752 4" RESILIENT BASE © GYP. BD. WALLS U.O.N. #10 SCREWS (TYP.) FINISH FLOOR SCALE: 3"=1'-0" IWAMT—Base_typ-01 IIj)+ CAU I ION: II- I HIS 51-Itt I IS NU I 24"Xib" I I I5 /A KtUUUtU 1'I -(IN I NOTES FOR ALL WALLS: • SEE METAL STUD CHART FOR GAUGE. • SEE FLOOR/PARTITION PLAN AND/OR GENERAL NOTES SHEET FOR ANY REQUIRED INSULATION. • ALL WALL STUDS TO BE 3-5/8", U.O.N. • ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. UNDERSIDE OF ROOF OR DECK ABOVE INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC REPORT ESR -1338: - MAX. METAL STUD SPACING SHALL BE 24" O.C. - MIN. FASTENER SIZE SHALL BE No. 6, 1-1/4" SCREWS - MAX. FASTENER SPACING SHALL BE 12" FIELD & 8" AT EDGES. NON—RATED PARTITION SLAB TO UNDERSIDE OF CEILING WALL TYPE SCHEDULE SCALE: 1 /2"=1'-0" CEILING LINE FINISH FLOOR LINE IWAMT—Wall_type_schedule-01 REVIEWED FOR CODE COMPLIANCE 1� APPROVED APR 19 2016 ' City of Tukwila BUILDING DIVISION RECEIVED CITY OF 1 UKWILA MAR 30 2016 PERMIT CENTER c0 z X w 5/8" GYP. BD. ----43 EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SIZE & SPACING LARR # 25889 3 INSULATION WHERE OCCURS, SEE RCP BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS AT 8'-0" O.C. MAX., MATCH WALL STUD SIZE & GAUGE (3 5/8" 20 GA. MIN.) PROVIDE BENT LEG & FASTEN TO TOP TRACK, MAX. LENGTH OF BRACE 25'-0". SUSPENDED ACOUSTICAL CEILING, SEE RCP SCRIBE WALL BOARD TO CEILING GRID & TRIM NEAT & TRUE TOP TRACK SECURED TO WALL BRACES W/ (2) #8 SMS. INSULATION WHERE OCCURS, SEE WALL TYPE SCHEDULE PARTITION TO UNDERSIDE OF CLG. IWAM T—U c_hd_dia_brc_ct— 01 4 SCALE: 3"=1'-0" 0 0 z Lt - 0 I - z W S w 0 z W S S 0 0 W 0 CC 0 0- 0- 0 0 J S CC CC LU 0 W 0 0 z w ZF DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON 1 S 0 J S W CC 3 I- z W s W W ›- 0 0 X W 0 W 0 )- 0 0 0 W W I- 0 z J Cl) 0 z CO S 0 J CCS CC LU 0 x O 0 0 0 0 z THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY LI W CtS CtS "V g:4 as N 3015 112 th avene ne. suite 205 N .41 z 0 U 0 W z 0 U 0 N - LI E."" 00 Q N Q Q ▪ Z W W z W F— W / > _ U 0 0 V" - MISCELLANEOUS DETAILS REMARKS ISSUED FOR REVIEW ISSUED FOR PERMIT JOB NO.: SEA15-6220-00 DATE CD m 0 N i tri0 03.24.2016 PA / PM: VSS DRAWN BY: VSS JOB NO.: SEA15-6220-00 SHEET A3.1 CD Ca 2 N I- H: \Riverview Plaza Tukwila\SEA15-6220-00_Conam_ _Suite_II-250_Relocation\Architectural\Cad\CD\6220_A32—CLG_DETS.dwg C:AU I ION: II- I HIS SHEE I IS NO 124"x3b" I I IS A I- EDUUED IJKIN I THE COMMENCEMENT OF ANY WORK. 0 0 a m 0 J W 0 W 0 0 z W 0 00 m W m -J In )- 0 2 a. W. U N 0 >- z 0 w WRITTEN DIMENSIONS STALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON ALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COP PC) :114 NW a) tY '3 I I N 42 Ni .( 4‹ a) -J 3015 112 th avene ne. suite 205 O �- 1 ` Q N Q O a. J �W 2 5 O W Z p. > i/ 16000 CHRISTENSEN RD, STE. 250 CO Co 00 F - PA / PM: VSS DRAWN BY: vss/MJw JOB NO.: SEA15-6220-00 BRACING PERSPECTIVE DETAILS NO REFERENCE LAY D, -IN E, AND REFERENCE:„SEISMIC CEILINGS WALL AND 401 -REVISED SYSTEMS SEIS F. CEILING BUREAU 10/2009 FOR ACOUSTICALALL IC DESIGN CATEGORIES WALLATTACHED 8 / HW MOLDING REQ. 2" MIN. 3/4" UNATTACHED WALLS ';SEISMIC MIN. ATiiIuIIJiI COUNTER SLOPE/SPAYEDSUSPENSION BRACING WIREATTACHMENT, SEE = ATTACHMENT DETAILS THIS '\0� ��� �lir \� SHEET -.6\ \ PLUMB 1/6 1 8" MAX .r MAX. 45' ANGLE `/ `' •: MAX. 45' ANGLE wALL/ O,, 8 UNATTACHED WALL CEILING BRACING �•, `\ COUNTER SLOPE/SPLAYED MOLDING REQ. SEISMIC BRACING WIRE ATTACHMENT OO ' t �� \ ., SPREADER BAR OR EQUAL TO . KEEP PERIMETER COMPONENTS FROM SPREADING APART 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. 3/4" MIN. AT 0 2" MIN. UNATTACHED WALLS �n tI--o� *PROVIDE ENGINEERING IF PLENUM > 11'-0" COMPRESSION STRUT INSTALLATION EMT: •NOTES: ELECTRICAL METALLIC TUBING NOTES: WALL MOLDINGS: 1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL 1/2" TO 5'-10" 4C°41 FLANGE 2 INCHES WIDE, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL 3/4" TO 7'-8" MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. 1" TO 9'-9" 1. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, 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 14 PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. STEEL STUDS AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED 1-5/8 X 20 GA. TO 12'-0" 2. THE GRID SHALL BE ATTACHED METHOD) SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE DBL 1-5/8 X 20 GA TO 15'-0" p‘liksi GRID ANDDEEMED INDEPENDENT SUPPORTEDTOWALLS. AND LATERALLYTHERESHALL BRACEDBEA TO THEMINIMUM STRU3/4" CTURECLEARANCE ABOVE 2-1/2" X 20 GA TO 13'-6" ARE TOBEEQLYUIVALENT FROM THE END OF THE GRID SYSTEM AT UN -ATTACHED WALLS. DBL 2-1/2" X 20 GA TO 15'-0" WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO 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. SPLAY 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 IS ACCEPTABLE ALTERNATIVE TO SPREADER BARS. 3. WIRE TYING3 4. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 4' O.C. ALL WIRE TIES TO BE TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. OPTIONAL VERICAL BRACING 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. SPREADER BAR & WALL MOLDING 6L. Aiht,4R.- � �S - SHALL BE 12' O.0 (MAX) AND BEGIN < 6' FROM WALLS -SEE CHART FOR SIZES AND VERIFY LOCAL CODE REQ. VERT. STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE 10 SCALE: N.T.S. ICEAC-Wall-SEA \\ ABOVE (WHEN USED.) SCALE: N.T.S. ICEWC-Wire-SEA WOOD CONDITIONS x .......4.....„,. ...� �� '''''T.,""'''''''\....,..,... LAT. FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2'-0" OF CROSS TEE AND SPLAYED 90' FROM EA. OTHER © 12'-0" O.C. BOTH DIRECTIONS W/ FIRST POINT WITHIN 4'-0" FROM EA. WALL 1;5::' 1 NOTES: MAIN BEAM 2X SUBPURLIN OR 4X PURLIN OR GLB 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 WOOD 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. CONNECTION CENTERLINE MEMBER I I PERIMETER HANGER WIRE 3. FOR CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILNG TO THE STRUCTURAL SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED. A 3 TURNS 4. LATERAL FORCES BRACES SHALL BE 12' O.C. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS. I) -.5. SEISMIC SPLAY WIRES ARE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A VERTICAL WIRE C�‘4P -'i II MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR A - �: HANGER -300# MIN. 1111________THE -"' """J ~ - LL` -- ACTUAL DESIGN LOAD WITH 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. LIEU 2X SUBPURLIN OR 4X PURLIN OR GLB 3/4" MIN. -': FLANGE 7. RIGID BRACING MAY BE USED IN OF SPLAY WIRES. POP RIVET SUSPENDED CEILING BRACING WOOD SCALE: N.T.S. ICEAC-Susp_vertical_strut-SEA V.41 CONNECTION ® CENTERLINE DOOR JAMB mac_ 1 MEMBER 3 TURNS NOTES:(1I1ED �., ,. FOR re CQMPLIAN C I.1. eVERTICAL �. r WIRE HANGER -200# MIN. 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. ~ AP MED APR 19 2016 C° a v _ - DOOR IN OPEN POSITION SIDELITE 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 x RECEIVED `� CITY TUKWILA CI of Tukwila WILDING DIVISIC I REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MAR 3 O 2016 S I II OF 3/4 INCH. PARTIAL PLAN MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM 2"MIN 2X6 MIN. SUBPURLIN OR 4X 3. IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS � �ERMIT CENTER DOOR HANDLE LIGHT SWITCH/SENSOR PURLIN OR GLB <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 THERMOSTAT -AT zIIM INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A A POINT LEAVE LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY NOTES: i I NOTE: PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION INDICATED7 M 1 (2) 5/16"X2"LAG SCREWS MTL STUD VERTICAL BRACE SIZE PER CHART DETAIL 1, 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 GEEING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS PROVIDED. 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. LT. SWITCH (OR @ GLASS FRONT) / T -STAT@ SIDELITE 16, ATTACHMENTS(WOOD DECK) SEISMIC SEPARATION JOINT 3. IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. LATERAL FORCE BRACING SCALE: N.T.S. ICEWC-Wire_conn_wd-SEA 12 SCALE: N.T.S. ICEAC-Seismic_separation SEA v SCALE: N.T.S. ICEAC-Lateral_force_bracing-SEA SCALE: 3/8"=1'-0" IMIMI-Light_switch_T_stat-01 THE COMMENCEMENT OF ANY WORK. 0 0 a m 0 J W 0 W 0 0 z W 0 00 m W m -J In )- 0 2 a. W. U N 0 >- z 0 w WRITTEN DIMENSIONS STALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON ALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COP PC) :114 NW a) tY '3 I I N 42 Ni .( 4‹ a) -J 3015 112 th avene ne. suite 205 O �- 1 ` Q N Q O a. J �W 2 5 O W Z p. > i/ 16000 CHRISTENSEN RD, STE. 250 CO Co 00 F - PA / PM: VSS DRAWN BY: vss/MJw JOB NO.: SEA15-6220-00 SHEET A3.2 Thu, 24 Mar 2016