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Permit D16-0209 - CANYCOM USA - TENANT IMPROVEMENT
CANYCOM 16000 CHRISTENSEN RD 308 D16-0209 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 308 Project Name: CANYCOM USA INC Permit Number: D16-0209 Issue Date: 8/29/2016 Permit Expires On: 2/25/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: 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 248 HOMER AVE , PALO ALTO, CA, 94301 Phone: (206) 373-7130 Phone: (425) 978-8222 Expiration Date: 2/27/2017 DESCRIPTION OF WORK: TENANT IMPROVEMENT: DEMO ONE WALL, REBUILD ONE WALL, PROVIDE NEW CARPET AND VCT. POWER AND DATA FOR WORKSTATIONS AS NEEDED. PAINT ALL WALLS Project Valuation: $20,057.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $857.74 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 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: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: te4plif Date: 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: Print Name: v-- — Date` Q((S v(\ /LW\ CD 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: 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. 16: 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) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 19: ***BUILDING PERMIT CONDITIONS*** 20: 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. 21: 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. 22: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 25: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 26: 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. 27: 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). 28: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 29: 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. 30: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0406 SUSPENDED CEILING 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. �D 1(0 - Project No. Date Application Accepted: Date Application Expires: (For office use only) -17 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, Tukwila, WA Tenant Name: CanyCom USA Inc. King Co Assessor's Tax No.: Suite Number: 308 PROPERTY OWNER Name: Nancy Anderson/UNICO Name: Broadreach Capital Partners LLC City: Tukwila State: WA Zip: 98188 Address: 248 Homer Avenue Email: nancya@unicoprop.com City: Palo Alto State: CA Zip: 94301 CONTACT PERSON — person receiving all project communication Name: Nancy Anderson/UNICO Address: 16040 Christensen Road, Suite #100 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: (206) 763-9570 Contr Reg No.: PATTIGC917C7 Exp Date: Tukwila Business License No.: HAApplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8.9-11.docx Revised: August 2011 bh New Tenant: Floor: 3 m Yes ❑ ..No ARCHITECT OF RECORD Name: Broadreach Capital Partners, LLC Company Name: Ware Malcomb Company Name: N/A Architect Name: Vicki Somppi Address: 3015 112th Ave. NE #205 City: Bellevue State: WA Zip: 98004 Phone: (949) 660-9128 Fax: Email: State: ENGINEER OF RECORD Name: Broadreach Capital Partners, LLC Address: 248 Homer Avenue Company Name: N/A 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, LLC Address: 248 Homer Avenue City: Palo Alto State: CA Zip: 94301 Page 1 of 4 • 1 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,057 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): demo one wall, rebuild one wall, provide new carpet and vet. Power and data for workstations as needed. Paint all walls. Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: IZ Sprinklers 121 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J 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 ❑ 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 \2011 Applications\Permit Application Revised - 8-9-11 .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 l st Floor 2'd Floor 3`d Floor 1,436 1,436 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: IZ Sprinklers 121 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J 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 ❑ 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 \2011 Applications\Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh Page 2 of 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 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for Tess than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...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 Tess than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line 11 ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 11 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # 0 ...Deduct Water Meter Size Private 0 Private 0 f) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications \Perm t Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OR OR AUTHORIZED AGENT: r `� Signature: \\ Ci.w./�-h \./vr•^^� Date: 07/27/2016 Print Name: Nancy Anderdn G,7 Day Telephone: (206) 373-7130 Mailing Address: 16040 Christ sen Road, Suite 100 Tukwila WA 98188 CityState Zip H:\Applications\Fomes-Applications On Line \201 I Applications\Pertnit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY PAID $857.74 D16-0209. ' Address: 16000 CHRISTENSEN RD 308 Apn: 2523049077 $857.74 DEVELOPMENT $832,64 PERMIT FEE R000.322.100.00.00 0.00 $501.90 PLAN CHECK FEE R000.345.830.00.00 0.00 $326.24 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $25.10 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9068 R000.322.900.04.00 0.00 z $25.10 $857 Date Paid: Wednesday, July 27, 2016 Paid By: NANCTANDERSON Pay Method: CREDIT CARD 053029 Printed: Wednesday, July 27, 2016 3:09 PM 1 of 1 CMM �SPECTION NO. Retain a copy with permit INSPECTION RECORD 'P/L-02-0 P/L - OZD PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type CA oQ of Ins ction: , G(0(q FKRI Address: I 16000 C.h.risttY4 . go(, Date Called: 43(5B Special Instructions: c 1( V✓/T I G"L€ Date Wanted: I I --f —16 p.m. Requester: ne06 -Erg T6 k( Pho'2-06- Approved per applicable codes. El Corrections required prior to approval. OMMENTS: or- 1-0 Inspector: I Date: 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 020 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' t: CA.AP/Ccm USA J C-, Tye of Inspection: SOSPexD& Ce!Ll4416- A dress: oda, Of f eIS IScid ON Date Called: pecial Instructions: Date Wlante�: /f/6.//4 a.m. CP'm` Requestef Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: /' ''1 Date: /eN REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ne)-1 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 Projeyci CAJ'Jam4 OSA >),j6- Type =ion: Address: /Ow C thos-r-66seeo>Zt Date Called: Special Instructions: 30e Date Wanted: /0//2//6 aJrr,, im. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 41/11 Date: /0//z//, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /6-s-I-'� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ��� LI � Sprinklers: Type of Inspection: Address:,Contact Suite #: /0000 C6vtsl Monitor: Person: Special Instructions: k? a 8 Phone No.: ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: — b. -A-14 7— --- t -A55 — /---4,, 1 ee;,-- 4- , 4- 74 C/ / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:., yG cl-7 Date: /o/.?, // Hrs.: /. 0 v 1 i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII 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 -cool PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Cr,J Li(--oon. 7.. Type of Inspection: (.' Co'.'---Q- Address: ) b b oo Suite #: 3o3 cr k., 5 IL:kl-Qit' 1--0 Contact Person: Special Instructions: Phone No.: 7 - Approved per applicable codes. Corrections required prior to approval. COMMENTS: DK "�o Co . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f i 5 .5--2-- Date: /0/1`ii l to Hrs.: l $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: D16-0209 DATE: 07/27/16 PROJECT NAME: CANYCOM USA INC SITE ADDRESS: 16000 CHRISTENSEN RD - SUITE 308 X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: C VP Building Division N/A- 7-)—t f° Public Wor Structural Atik AtA)c Fire Prevention /fl- Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/28/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 08/25/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PATTISON GENERAL CONTRACTOR Horne Espar"rol Contact Safety & Health Claims & Insurance C16 Washington State Department of 4 Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My 1..8: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 02/27/2009— 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 Savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 8/8/2016 \\Wma—arch.com\wm\SEA\16\6163\00\Architectural\Cad\CD\6163_AO1.dwg UAU 1 IDN: 11- 1 HIS SHEL 1 IS NU 1 24"x3b" 1 1 IS A REDUCED I-'RIN 1 ABBREVIATIONS REMARKS V�t���: RV�, 16000 (For Tenant CANYCOM C U KW P`AZA' Improvement RISTENSEN AVE ILA WA 98188 / Permit S�fi„, q Only) �,�,, .. � g3 «:: �, 308 & And F.A. Fire Alarm PRCST. Pre -cast L 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 f. Diameter or RoundW # F.E.C. Fire Extinguisher Cab PR. Pair Pound or NumberR 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 S.C. Solid Core H.B. Hose Bibb S.C.D. Seat Cover Dispenser CAB. Cabinet H.C. Hollow Core SCHED. Schedule C.B. Catch Basin HDWD. Hardwood HDWE. Hardware S.D. Soap Dispenser CEM. Cement SECT. Section CER. Ceramic H.M. Hollow Metal SH. Shelf C.I. Cast Iron HORIZ. Horizontal SHR. Shower C.G. Corner Guard HR. Hour SHT. Sheet CLG. Ceiling 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 5 ST. Stainless Steel C.O.M. Center of Mullion Jan. Janitor CONC. Concrete JT. Joint S.SK. Service Sink CONN. Connection KIT. Kitchen STA. Station STD. Standard CONSTR. Construction K.O. Knock Out SIL. Steel CONT. Continuous STOR. Storage C.O.R. Center of Reveal LAB. Laboratory STRL. Structural CORR. CorridorLAM.Laminate Suspendedi CountersunkLAV.LavatorySYS. Symmetrical,, Counter LKR. LockerTRD.TreadNUMBER CTR. Center LT. Light T.B. Towel Bar DBL. Double T.C. Top of Curb MAX. Maximum TEL. Telephone DEPT. Department p D.F. DrinkingFountain M.C. Medicine TER. Terrazzo MECH. Mechanical T. & G. Tongue and Groove DET. Detail MEMB. Membrane THK. Thick DIA. Diameter MET. Metal DIM. Dimension T.O.C. Top of Concrete MFR. Manufacturer T.O.P. Top of Panel DISP. Dispenser MH. Manhole DN. Down 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. Dr Stand i e MTD. Mounted T.P.D. Toilet Paper Dispenser y p p MUL. Mullion T.V. Television DWG Drawing T.W. Top of Wall E. East N. North TYP. Typical EA. Each N.I.C. Not In Contract E.J. Expansion Joint N0. Number DNF. 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 Panelboard 0•C• Outside Diameter (Dim.) W/ With EQ. Equal p•p, 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. Waterproof , EXPO. Exposed WP p EXP. Expansion WSCT. Wainscot EXT. Exterior WT. Weight GENERAL CONTRACTOR PROJECT DATA SHEET INDEX BUILDING DEPARTMENT' CITY OF TUKWILA ARCHITECTURAL (� SHEETS TBD BUILDING CODES: 2015 INTERNATIONAL BUILDING CODE AO.1 TITLE SHEET STREET ADDRESS NAME CITY, WA 98028 PH: EMAIL: (STATE OF WASHINGTON AMENDMENTS) 2015 INTERNATIONAL EXISTING BUILDING CODE (STATE OF WASHINGTON AMENDMENTS) : • •` INTERNATIONAL MECHANICAL CODE ... 20 / UNIFORM PLUMBING CODE P/621 2 INTERNATIONAL FIRE CODE A0.2 GENERAL NOTES AO 2a GENERAL NOTES A1.1 EXITING & EGRESS PLAN A2.1 DEMO, DEMO CEILING, PARTITION, RCP, POWER/SIGNAL/DATA & FINISH PLANS ARC H I T CTLE A INTERNATIONAL EXISTING BUILDING CODE 1 WASHINGTON STATE ENERGY CODE 009 ICC/ANSI OCCUPANCY CLASSIFICATION' B A3.1 WALL, ACCESSIBILITY & MISC. DETAILS A4.1 CEILING DETAILS copy ELECTRICAL ■ &r OX? TYPE OF CONSTRUCTION' V -B SPRINKLERED' Y BIDDER DESIGN/UNDER SEPARATE PERMIT is subject to errors and or�fi33ions. WAREi COMB OF STORIES'2 :21:11:7771d:c t'ton doclanrtents does n(1t ^ '�fSUSP. MECHANICALCTSK. orize ASSESSOR'S PARCEL NO ' 252304-9077 f�C33;dj®+Bb(t�tc$ir�rtt�rl.�OiCNTR. BIDDER DESIGN/ UNDER SEPARATE PERMIT i of approved Field Copy and conditions 13 acknowled ed: 3015 112TH AVE NE MELISSA WERHBERG BELLEVUE, WA 98004 PH: (425) 670-6706 X 2010 a : PLUMBING yN�nh��--- 1 PROJECT SCOPE THE PROJECT SCOPE IS A TENANT IMPROVEMENT OF BIDDER DESIGN/ UNDER SEPARATE PERMIT Date: 1 AN OFFICE SPACE TO BE USED AS OFFICE. INTERIOR RENOVATIONS TO INCLUDE I OR DEMOLITION, NEW PARTITION AND FINISHES. SPRINKLER Cil/ of Tukwila , TENANT OCCUPANCY: TENANT AREA 1,203 U.S.F. !BUILDING DIVISION BIDDER DESIGN/ UNDER SEPARATE PERMIT LEGAL DESCRIPTION' PARCEL 2: DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DEIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. • THAT PORTION OF THE W.M. GILLIAM DONATION LAND CLAIM NO. 40 AND OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AND OF GOVERNMENT LOT 1 IN SECTION 25 TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 1 OF CITY OF TUKWILA SHORT PLAT NO. 78 -16 -SS AS RECORDED UNDER KING COUNTY RECORDING NO. 7906050098; THENCE NORTH 00' 14' 00" WEST, 188.41 FEET; THENCE SOUTH 89' 47' 00". EAST, 10.00 FEET; THENCE NORTH 00' 14' 00" WEST, 6.52 FEET; „ „ THENCE NORTH 10' 34 00 WEST, 17.37 FEET; THENCE SOUTH 63' 07 11 EAST, 88.05 FEET; THENCE SOUTH 42' 04 00 EAST, 70.22 FEET; THENCE SOUTH 57' 57 21 EAST, 102.40 FEET; THENCE SOUTH 84' 35 20 EAST, 121.50 FEET; THENCE NORTH 71' 04' 07" EAST, 25.00 FEET; THENCE SOUTH 02' 13' 37" WEST, 106.77 FEET; THENCE NORTH 87' 46' 23" WEST, 6.67 FEET; THENCE SOUTH 02 13' 37" WEST, 0.99 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY 25.15 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 72' 03' 23" TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY 6.86 FEET ALONG THE ARC OFA TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 62.00 FEET, THROUGH A CENTRAL ANGLE OF 06' 20' 30" TOA POINT ON SAID CURVE; THENCE SOUTH 06' 34' 56" WEST, 66.28 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY 146.87 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 935.00 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 06' 32' 25" EAST, THROUGH A CENTRAL ANGLE OF 09' 00' 01" TO A POINT ON SAID CURVE; THENCE SOUTH 15' 32' 26" WEST, 33.50 FEET TO A POINT OFGURVATU4E; __THENCE WESTERLY 9.43 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 968.50 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 15' 32' 26" EAST, THROUGH A CENTRAL ANGLE OF 00' 33' 29" TO -A POINT ON SAID CURVE; THENCE SOUTH 16' 05' 55" WEST, 20.97 FEET; THENCE SOUTH 00' 14' 00" EAST, 34.00 FEET; THENCE NORTH 89' 46' 00" EAST, 29.50 FEET; THENCE. SOUTH 00' 14' 00" EAST, 144.50 FEET; THENCE SOUTH 89' 46' 00" WEST, 69:00 FEET; THENCE SOUTH 00' 14' 00" EAST, 8.50 FEET; THENCE SOUTH 89' 46' 00" WEST, 115.50 FEET TO POINT"A"; THENCE NORTH 00' 14' 00" WEST, 341.00 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF LYING WITHIN THE 30 FOOT CITY OF SEATTLE PIPELINE RIGHT-OF-WAY AS RECORDED UNDER KING COUNTY RECORDING NO. 4106155; (ALSO KNOWN AS REVISED LOT 2, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. 81-40-BLA, RECORDED UNDER KING COUNTY RECORDING NO. 8112160540; SAID BOUNDARY LINE BEING A REVISION OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. 81-1-BLA RECORDED UNDER KING COUNTY RECORDING NO. 8102050389, WHICH REVISED CITY OF TUKWILA SHORT PLAT N0. 78 -16 -SS, RECORDED UNDER KING COUNTY RECORDING N0. 7906050098, ALSO UNDER KING COUNTY RECORDING NUMBERS 7906050097 AND 7906050099); TOGETHER WITH A 24 FOOT INGRESS, EGRESS, AND UTILITIES EASEMENT OVER A PORTION OF REVISED LOT 3 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. 81-40-BLA, LYING 12 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT POINT"A" AS DESCRIBED ABOVE; THENCE SOUTH 00' 14' 00" EAST, 73.00 FEET TO THE POINT OF BEGINNING OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 89' 46' 00 EAST, 46.50 FEET TO POINT"B"; THENCE CONTINUING NORTH 89' 46' 00" EAST, 69.00 FEET TO POINT"C"; THENCE CONTINUING NORTH 89' 46' 00" EAST, 69.00 FEET TO POINT"D"; THENCE CONTINUING NORTH 89' 46' 00" EAST, 12.50 FEET TO THE END OF THIS CENTERLINE DESCRIPTION; ALSO TOGETHER WITH THE FOLLOIVING 25 FOOT INGRESS, EGRESS AND UTILITIES EASEMENTS OVER PORTION OF REVISED LOTS 1 AND 3 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO, 81-40-BLA LYING 12.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; BEGINNING AT POINT"B", THENCE NORTH 00' 14' 00" WEST, 73.00 FEET TO THE END OF THIS CENTERLINE DESCRIPTION; BEGINNING AT POINT"C", THENCE NORTH 00' 14' 00" WEST, 98.50 FEET TO THE END OF THIS CENTERLINE DESCRPTION; BEGINNING AT POINT"D", THENCE NORTH 00' 14' 00" WEST, 226.00 FEET TO THE END OF THIS CENTERLINE DESCRIPTION. VICINITY MAP SITE PLAN - SCALE: 11128"=1'-0" SYMBOLS LEGEND R.EVlEV1/ED FOR , I ALIGN -1 REFERENCE ® -F-- DETAIL h I STS , a 1 E PERMIT �°isi FOR' FOR: r��+ ( ^echanical at-lcctrical I `iumbin { �; (i / / ,;� ' ' \ j, ` \ �` CAUG \ \ �•, 1 , - �`\/ `4 . ` y \~- �`��I lr �N v\\ CODE COMPLIANCE APPROVED P 04 2016 A--3- ' City of Tukwila ; ® SHEET NUMBER NAME OFFICE ROOM 101 ROOM NUMBER �- SECTION REFERENCE XX DETAIL XXX -� SHEET NUMBER NEW DOOR SECTION REFERENCE o �� ,.. GREEN RIVERS as Pipingi 0; -1 of Tukwila r�R�., '' � DIVISION :_ j I � •'`. %� _ - ,' r, P. t L / - ! ;; ._ �> . \�'�' \� `. • ��.___�; ` BUILDING DIVISION -■- # XX � DOOR NUMBER XXX (REFER TO DOOR SCHEDULE) SHEET NUMBER REFERENCE kf � l\ -I l_ T �T \\� \ `` Li., �` \t \ _ IIII I �..-.. I...J fr....,• � ` BAKER BLVD �``\ ' ` i% ; = • ��.. r j I 1. ~f �� ~ . �1 _ _ _ �I is .. ` t CITY , '` _._.- __ ,, A ELEVATION EXISTING DOOR SHEET NUMBER FEC FIRE EXTINGUISHER CABINET o 1 ELEVATION VIEW I PARK , , \ ._; i ( t ✓ /T _ _ \\ • i ' fr_ - i�%1 w d t r --;= __�.� �' 1/~ 1 i I ,I /% \1 �' • �/ ,� ' , ;,3 ,Z1PROJECT AREA ' 1 ~ • W/ FIRE EXTINGUISHER, REFERENCE ------ ELEVATION oFE WALL FIRE 4 2 Y r F-.. f' l�_- n ► I °' ' I "�. I.._ -MOUNTED SHEET NUMBER l I I , i , I . I \.,\ �........__. / RECEIVED LLI T` �Y ''i t' : __--_...... - ...-..-.---._.__._.._ I ` I� �.: r I ,Ji:I;i'I i'IIll1-1,11_ 0 1/1111111 1_f.l...t IIiliI� I IlililTi) I ) 3 E I CI TY OF TUKWILA EXTINGUISHER ' 4 �' 44' � %l r ; I.�L:..I ! ! 1��1___i��1' l l E I...l II E _'_.11.11_'_111.1 1...1..�...l...x ;_1.11�J_L� i I ..i JUL 2 216 X KEYNOTE INDICATOR WALL MATERIAL TYPE z Q ry } ' � � / J t .{,:, �� \.. ;'f i 1 IT i l 1111 ` i I i 1 I' i 1.1.1..1...1-... % l �� % � \� �i r I ...._.. t1 -% ! j.....__l :lit lJL^ II . _... ,_.111 I I1 I l TI-111:11.1111--111111t11 1 1..L l 1 I fTl. f11 1' ; 1 !_1_ l I I l 11._..' _.1 11.1 1. i Ii1C PERMIT CENTER P -.�- 0 TYPE NUMBER -�---- © EQUIPMENT TAG ';..Ui1 �I" �� ��� (�rl[liii11; i 1(Il�_l_��1lllllL 1 l' i1 1111 I i kli__i...iE._E BLVDr�REVISIONS R+� ./ �4 _ , / j11(11;1TiT1 FLOOR MATERIAL TYPESTRANDER oll�rl� � �h�lt I7o mado to the scopd t ,♦ r{ithor.t► prior approval of '\ _ ~ I _11 I � � I i 11 ' _u � I � I ,--. ' l.'.l 1 1 I I_�11 i I _ "� a i_I_i i , (� I_ ._. _ _..._... _......... 1 1_� 1 111 _ _ I , I___.Lj_ .......__1..J I I 1 TYPE NUMBER /� /x\ REVISION CLOUD & DELTA NUMBER MISC. MATERIAL TYPE N ,, �° ,Io �f�ttding Division_ a .............___ CHRISTENSEN READ j o io zs �o• ioo 7: �'itl rcqutre a riery -•--- ,� Klan submrttat _._ .-.____..................___.. PROJECT SITE „ ; la? inn,:du a dW Vanal plan review tees. Y `� <, 1 0209 TYPE NUMBER NO SCALE 3 >- w 0 F - w 0 0 w 0 U w 0 0 a m 0 J w u. 0 w U 0 z w 0 1- U 0 cc w J x >- U z a ccw 0 U Vl 0 } z co MwP- Q Y 1-1 O 5 O u) >CNuJZ Zzoz L-Y E50 5 ct m U 0 0 0 (0 ITITLE SHEET REMARKS ISSUED FOR PERMIT 1 AT JOB NO.: SEA16-6163-00 < 0 (0 o t ..) N 1 N. PA / PM: M. WEHRBERG DRAWN BY: AT JOB NO.: SEA16-6163-00 SHEET A0.1 Mon, 25 Jul 2016 \\Wma—arch.com\wm\SEA\16\6163\00\Architectural\Cad\CD\6163_A02.dwg UAU I IUN: II I H15 5l -ILL I I NU I Z4"X:ib" I I b A I-(CUUULU I w 0 1- w 0 U i 0 U w 0 Fe a m 0 J w CC 0 w U 0 z w 0 J w w 0 1- U C 0 0 U 0 z w 0- 0 0 a w z 0 F U w 0 z 0 0 z cc w N w op Maftu) Y H -111 o 5 a- <a >2= `'N Z Z z>W w >n m 0 0 cfl PA / PM: PARTITION PLAN NOTES DEMOLITION NOTES CONT. DEMOLITION NOTES GENERAL PROJECT NOTES 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. 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. 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 ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS INCLUDED. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S 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 &CONTRACTOR 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 & 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. 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 EXISTING FROM DAMAGE DURING THE PROGRESS OF THE IN KIND TO MATCHCONTRACTOR. WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSURE 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 EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND REQUIREMENTS. RELOCATE/ LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: FULL HEIGHT WALL FROM FLOOR TO CEILING A. . B. STUDS AT 24" 0.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. 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER. 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, 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 EXISTING BUILDING ELEMENT(S). 30. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. 31. EXISTING DOORS TO REMAIN U.O.N. 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 IAIGHT 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. 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 EXISTING 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 DURING C 0 0 DE EROUTING OF UTILITIES SERVING ADJACENT AREAS CONSTRU TI N. PR VI R THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER,BOTH, 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. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. 9. 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. 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. 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 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. 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 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 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 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 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 SOT IN THE SHOP DRAWIGS. 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 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. 22. 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. i DRAWING NOTES: 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE FROM DRAWINGS. LARGE SCALE DRAWINGS AND SMALLER SCALE DRAWINGS. 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, ACCURATELY LOCATE FINISHES IN THE SAME PLANE. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL THE SAME OR REPRESENTATIVE FOR ALL SIMILAR U.O.N. 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" FIRST OCCUR AND ARE REPRESENTATIVE OF ALL THROUGHOUT, U.O.N. 7, COLUMN CENTERLINES (GRID LINES)ARE SHOWN 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN THE WORK, THE DETAILS SHALL BE THE SAME AS THE SAME BUILDING. INTERIOR / EXTERIOR NOTES: 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING / DUCTS,PIPING,DOWNSPOUTS,E C ETC. ARETO PENETRATE SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, REQUIRED THAT AN APPROPRIATELY SIZED OPENING FURNISHED. CONTRACTOR SHALL COORDINATE THE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS ARCHITECT'S ATTENTION FOR CLARIFICATION. 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, LOCATE ACCESS DOORS/PANELS IN WALL & CEILING TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, WORK. CONTRACTOR SHALL SUBMIT A PLAN OF LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL RATING. 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY CEILINGS AS NEEDED TO REFURBISH THE LEASE DAMAGES CAUSED BY CONTRACTOR. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME DENSITY RATINGS FOR FINISH MATERIALS. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND BATTS SHALL BE NON-COMBUSTIBLE AND SHALL OZONE DEPLETING COMPOUNDS. 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% 8. OUR FIELD VERIFICATION IS BASED ON THOSE BUILDING IMMEDIATELY AND READILY. VISIBLE WITHOUT THE REMOVAL OF ANY PERMANENT ELEMENTS. JOB SITE NOTES: 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION CONSTRUCTION SHALL OCCUR AT NON -TYPICAL SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL ADVANCE PRIOR TO WORK. 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL SURROUNDING AREA FREE FROM DUST AND DEBRIS. CONFORMANCE WITH THE AIR AND WATER POLLUTION REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING LOCATION OF DISPOSAL SITES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, CORRIDOR CARPETS. 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, PER STATE AND LOCAL CODES. 6. IF TRENCHES OR EXCAVATIONS 5'-O" OR MORE ISSUANCE OF A BUILDING OR GRADING PERMIT. 7. NO HAZARDOUS MATERIALS SHALL BE USED OR WHICH DOES NOT COMPLY WITH THE LOCAL FIRE COUNTY REQUIREMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST AIR DISTRIBUTION SYSTEMS. 9. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION DONE SO IN ACCORDANCE WITH STATE & LOCAL 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY OF THE OCCUPANTS AND WORKERS AT 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING AND SITE WHILE JOB IS IN PROGRESS COMPLETED. REVIEWED FOR °CODE COMPypI{(_^iANCE f � /L11PPRO�45 [ ) AUBO424ig y oe TI. P I:E BULDI�OIG[3MSC�,�,s �,,..,e...�..�..�.� .; Nirk U 1 ON THESE DOCUMENTS OR MASONRY, FACE OF FINISH SLAB, U.O.N. OVER DIMENSIONS SCALED DETAILS TAKE PRECEDENCE OVER SHALL MEAN TO MEAN THAT THE CONDITION IS CONDITIONS THROUGHOUT, ONLY ONCE, WHEN THEY SIMILAR CONDITIONS FOR DIMENSIONING PURPOSES. OR NOTED FOR ANY PART OF FOR OTHER SIMILAR WORK IN ITEMS, SUCH AS LIGHTS, ANY BUILDING FOOTINGS, CEILINGS, ETC., IT IS OR CLEARANCE BE INSTALLATION OF ALL ITEMS THE INSTALLATION OF WORK. ANY CONFLICT OR SHALL BE BROUGHT TO THE SHALL PROVIDE AND CONSTRUCTION AS REQUIRED PLUMBING & ELECTRICAL ALL PROPOSED ACCESS PANEL TO INSTALLATION. BE PROTECTED TO MAINTAIN EXISTING WALLS AND/OR SPACE AND REPAIR ALL IN ACCORDANCE TO STATE & SPREAD AND SMOKE INSULATION) AND INSULATION NOT CONTAIN OR UTILIZE ASBESTOS -FREE. ELEMENTS WHICH ARE USE OF DEMOLITION OR TO THE JOB SITE/TENANT, NOISE - EXTREME NOISE BUSINESS HOURS. CONTRACTOR CIRCUMSTANCES IN KEEP THE PROJECT AND THE WORK SHALL BE IN CONTROL STANDARDS AND DEPOSITED AT AN APPROPRIATE REPRESENTATIVE OF THE GENERAL CLEANING OF THE JOB SHALL INCLUDE, BUT OF THE BUILDING, THE ELEVATORS, LOBBIES, AND WHERE REQUIRED IN DEPTH ARE REQUIRED, OBTAIN STORED WITHIN THE BUILDING AUTHORITY AND STATE & . OFF SUPPLY AND RETURN FROM ENTERING INTO BUILDING OR DEMOLITION SHALL BE CODES. PRECAUTIONS TO ENSURE THE ALL TIMES. THE COMPLETE SECURITY OF THE AND UNTIL THE JOB IS V CITY OFRECEITUICWIED LA JUL Z7 2016 PERMIT CENTER 7 �'v; .a `s�t ��� �� 'J,.f'.,�: R 1T E S LESIGN BUILD N O 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48"A.F.F. MULTIPLE SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR ONLY. 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND LIGHT FIXTURES. 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY ROOF -MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. SWITCHES PRIOR TO DESIGN. REFERENCE RELOCATED WHICH SHALL BE SCREENING OF w 0 1- w 0 U i 0 U w 0 Fe a m 0 J w CC 0 w U 0 z w 0 J w w 0 1- U C 0 0 U 0 z w 0- 0 0 a w z 0 F U w 0 z 0 0 z cc w N w op Maftu) Y H -111 o 5 a- <a >2= `'N Z Z z>W w >n m 0 0 cfl PA / PM: M. WEHRBERG DRAWN BY: AT JOB NO.: SEA16-6163-00 SHEET A0.2 Mon, 25 Jul 2016 \\Wma—arch.com\wm\SEA\16\6163\00\Architectural\Cad\CD\6163_A02a.dwg UAU I ION: II- I HIS SHEE I IS NUI 24"x3b" I I IS A I-(hUUUhU NMN I COMMENCEMENT OF ANY WORK. THE PROPERTY NGS AND SPECIFICATIONS ARE PC) g !E1 4s.) Wc4 .� aT .) tUvCS-J oo oD Q"- 0 CD- cp n1 W Z z z z 1-11 W m 0 co GENERAL NOTES FIRE AUTHORITY NOTES CEILING NOTES FINISH NOTES CONT. POWER & SIGNAL NOTES •CODE 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 DEPARTMENT3. 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. 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) 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 8c LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY 8c EXACT LOCATION FROM FIRE DEPARTMENT PRIOR TO ORDERING. 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: 2-A-106: 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. BUILDINGS) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12'-O" IN HEIGHT, AND 6'-O" 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 FIR HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME COLOR AND MANUFACTURER. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ON PLANS. 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATIONS. 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. 8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION) 10. ALL SPRINKLER HEADS AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO INSTALLATION. 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE NOTED. 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGINEER. 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. 16. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 17. EMERGENCY LIGHTING SHALL BE(2)SEPARATE SOURCES OF POWER AND SHALL COMPLY WITH THE NEC. 18. 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 THE FIRE DEPARTMENT. 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES. 20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION. 21. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM(BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS. 17. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 18. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS. "OPEN 19. FLOOR FINISHES TO CONTINUE UNDERNEATH 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 STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING 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. AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS 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 PRODUCTS 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 / ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, AND TO MAINTAIN PRODUCT'S WARRANTY. 30. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE 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 RECEIVING NEW PAINT FINISH APPLICATION. 31. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING BUCKLING AND HIDE ALL SEAMING OR BUMPS. 32. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS 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 WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 33. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. 34. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED ALIGNED, SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDED SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING MORTAR BED/BOND COAT AND WALL TILES. 35. ALL WALL TILES ARE TO HAVE A MORTAR BED BOND COAT THICKNESS TO / ACCOMMODATE THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. 36. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING TRANSLUCENT GLASS TILES. 37. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES. 38. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. aREVIEWWED FOR COMPLIANCE', APPROVED { AUG 0 4 2IM o C1t.3t of Tukwila BUILDMIpmatow RECEIVED CITY OF TUKWILA JUL 27 2016 PERMIT CENTER NOT AND FLOOR PATCH AS AT CARTS DRY OF TO OR OF ALL AND AND SCREW AND WATER HEIGHT 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE SUB -CONTRACTOR. 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST WALL STUD. 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED NO MORE THAN 2" APART. 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL MOUNTED BETWEEN +15" TO BOTTOM RECEPTACLE AND +48" TO TOP OF RECEPTACLE FROM FINISH FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT 6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES TO BE CENTERED AT +18" A.F.F., U.O.N. 7, ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. 8. LOCATIONS OF FURNITURE POWER FEEDS SHALL AND WIRE PER ELECTRICAL DRAWINGS. TENANTDS SHALLLL ACCOMMODATE RESPONSIBLECIRCUITS U PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE POWER FEED. 9• WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER SPECIAL CONVENIENT LOCATIONS. 11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 13. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS DIFFERENT, MATCH BUILDING STANDARD. 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING STANDARD COLOR COVER PLATE. 15. POWER SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT. 17. ALL ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION. 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT LOCATIONS. 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 ALL FLOOR FINISHES TO ARCHITECT FOR APPROVAL PRIOR TO 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 L EAS TO RECEIVE FLOORING. COMMENCEMENT OF ANY WORK. THE PROPERTY NGS AND SPECIFICATIONS ARE PC) g !E1 4s.) Wc4 .� aT .) tUvCS-J oo oD Q"- 0 CD- cp n1 W Z z z z 1-11 W m 0 co GENERAL NOTES REMARKS ISSUED FOR PERMIT 1 AT JOB NO.: SEA16-6163-00 ci co N I NI h PA / PM: M. WEHRBERG DRAWN BY: AT JOB NO.: SEA16-6163-00 SHEET Mon, 25 Jul 2016 \\Wma—arch.com\wm\SEA\16\6163\00\Architectural\Cad\CD\6163_A11.dwg CAU I IUN: 11 I HIS SHEL 1 15 NU 124"x3b" 1115 A l- EUUC:EU I -'I -<IN I OFFICE: B 1,203 S.F. / 100 S.F. PER OCC. TOTAL OCCUPANTS = 12 3/32" = V-0" f I I 0 4' 8' 16' 24' 48' EXIT AND EGRESS PLAN SCALE: 1/8"=1'-0" PLAN SPECIFIC NOTES 2 EXIT ACCESS STAIRWAY. EXISTING EXIT ELEVATOR. SEE SHEET A0.2 FOR GENERAL NOTES RELATING TO DOORS LEGEND EXIT ACCESS TRAVEL DISTANCE OCCUPANCY & EXIT LEGEND Z EXISTING EXIT. EXISTING CEILING—MOUNTED EXIT SIGN TO REMAIN j 9' EXISTING EMERGENCY PATH LIGHTING TO REMAIN. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0.4 2D16 City cc Tikalita LEN 0 1- z w O z w O 0 w ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO VERIFIED ON THE JOB SITE. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. THE PROPERTY RECEIVED CITY OF TUKWILA JUL 27 2016 PERMIT CENTER 0 C.) a w 4► Tcsw N ce Tcs cu E 0E EU cn 42 N G1 (L3 N — J bo IIn — J 0 0 z w z w 0) oc U 0 0 0 c0 EXIT AND EGRESS PLAN REMARKS ISSUED FOR PERMIT 1 AT JOB NO.: SEA16-6163-00 W < 0 c0 0 N 1 N 1 h PA / PM: M. WEHRBERG DRAWN BY: AT JOB NO.: SEA16-6163-00 Mon, 25 Jul 2016 \\Wma—arch.com\wm\SEA\16\6163\00\Architectural\Cad\CD\6163_A21.dwg CAU I IDN: 11 I HIS SHhE 115 NU I 24" x3ti" 1115 A REDUCED H -<IN I 3 >- u.a 0 1- z w w U W 0 U w 0 0 a 0 J cc w IL 0 w U 0 z w 0 1- 0 m w m >- a. a w cn U 0 >- z NGS AND SPECIFICATIONS ARE w ® g Oc •V 1I N o I yam.. W.I` VI C24 a, coM 0 I- o 51 < 0 N W Z 0 5 Lui-1) ZzW w 1:> (,)m 0 0 —J DEMO, DEMO CLNG, PARTITION, RCP, POWER/SIGNAL/DATA & FINISH PLANS REMARKS ISSUED FOR PERMIT 1 LEGENDS GENERAL NOTES: SEA16-6163-00 SEE SHEET A0.2 FOR ADDITIONAL GENERAL NOTES ®* INDICATES AREA NOT IN CONTRACT (N.I.C.) WALL LEGEND 1. FOR METAL STUD SIZES AND SPACING SEE LIMITING WALL HEIGHT TABLE L/240 2. ALL WALL STUDS TO MATCH B/S. 3. SEE KEYNOTE INFORMATION FOR ANY REQUIRED INSULATION. 4. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR ARCHITECT UPON COMPLETION. 5. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 6. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. 7. ALL DRYWALL CORNERS AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD. ALL EXPOSED EDGES TO BE FINISHED WITH METAL TRIM. 8. INTERIOR GYPSUM BOARD WALL SHALL CONFORM TO ICC REPORT ESR -1338. A F PLAN SPECIFIC NOTES 20 (0 a N EXISTING PARTITION - - _ _ EXISTING CONSTRUCTION TO BE REMOVED I ` N ® I S. 1 21 PARTITION TO UNDERSIDE OF CEILING A3.1 NOTE SEE METAL WALL STUD TABLE ON SHEET A3.1 TO SELECT APPROPRIATE WALL STUD SIZE FOR WALL HEIGHT. CEILING LEGEND __ ____.._.__._._.____..._._..._.......____ _._._.,._._._.__ . D3 c--- , 1 ._..___.._._..._ ._,_.._.. - - - - 1 ,1-„,1- j-� ,i-± I I +�� �- I E �® �� _Jr:iIP R 21 SEE SHEET A4.1 FOR CEILING DETAILS ____ ..__..._..____ _.____.___...._._i__....._ ____ __. _. =- D1 D2 7 7 i — J EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO BE REMOVED - SAVE FOR RELOCATION 'r 21 21 1,1 EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN R RELOCATED 2'x4' FLUORESCENT LIGHT FIXTURE ® EXISTING CEILING -MOUNTED EXIT SIGN TO REMAIN p—� EXISTING EMERGENCY PATH LIGHTING TO REMAIN. POWER SIGNAL LEGEND ___ ________ 1/8 -1 0 } } } } } } DEMOLITION „ 11 PLAN " COCAD3 1/8'-1'-0" } } } } } REFLECTED CEILING PLAN D1 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN. D2 REMOVE BI -FOLD DOOR ASSEMBLY. RETURN TO BUILDING STOCK. REMOVE ALL FLOOR FINISHES IN WORK ROOM. PREP FOR NEW FLOOR 0 4' 8' 16' 32' SCALE: 1/8 ,�- �- �� -1 0 4 8 1632' SCALE: �� � " 1/8 =1 -0 FINISHES PER FINISH PLAN. EXISTING 110v. DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. 1 EXISTING 110v. FOURPLEX RECEPTACLE, MOUNTED AT +18" A.F.F., U.O.N. iEXISTING 110v. DUPLEX RECEPTACLE, MOUNTED 6" ABOVE COUNTER OR SPLASH. FZE EXISTING DEDICATED 110v./20 AMP DUPLEX RECEPTACLE 11 EXISTING COMBINATION TELEPHONE/DATA OUTLET MUD RING, WALL -MOUNTED AT 18" A.F.F. 11c.R. EXISTING CARD READER %" EXISTING COMBINATION POWER/DATA OUTLET, FLOOR OUTLET. SYMBOLS LEGEND CR D20 EXISTING CEILING GRID AND TILES TO REMAIN. D21 REMOVE EXISTING B/S LIGHTING FIXTURE, SAVE FOR RELOCATION. D21 1 EXISTING MILLWORK/FINISHES TO REMAIN, U.N.O. 2 PROVIDE 3 NEW ADJUSTABLE SHELVES BR KET ON HEAVY-DUTY BRACKETS AND � �1i STANDARDS (PROVIDE BACKING IN WALL, AS REQUIRED). 8 11 A3.1 20 RELOCATED LIGHT FIXTURE. +44 ,€� 31 21 THE CEILING/LIGHTING IN THIS ROOM/AREA IS EXISTING TO REMAIN. T F_ IL. 1--._ 1 .9 cor 30 PROVIDE NEW POWER AND DATA FEEDS FOR WORKSTATIONS, AS NEEDED. ... __ ..,_.... ___. _._. _...-_ __.. _ _ (VERIFY REQ. WITH TENANT'S FURNITURE VENDOR). 3Qc, 31 VERIFY TENANT'S ELECTRICAL/DATA REQUIREMENTS IN WORK ROOM 300. -i� INDICATES LINE OF FLOOR TRANSITION ___._;_._ ____ _._._ _ II - r riI 30 � 32 DESKS AND FURNITURE SHOWN PROVIDED BY TENANT. / 1 .AL — — —- TYP. INDICATES LOCATION OF NON -TYPICAL WALL FINISH FINISH LEGEND - 40 PATCH FLOORING AT CONSTRUCTION AREA. � a �•-- REVIEWED CODE COMPLIANCE APPROVED AUG 0 city 0I Tukwila BUILDING RECEIVED CITY JUL PERMIT ,} s# FOR 4 2016 DIVISION OF TUKWILA 27 CENTER �_..._ 2016 `, . Via. ' :_...____....___._......._.._.___».__..._-.____- _-___.___..___ .__..._ __..___._ _.,... ,__._._ WALL FINISHES it .1. 1 1, .i. 1'8"=1'-°" } } } } mi } POWER/SIGNAL/DATA PLAN P ITEM: PAINT - TYPICAL THROUGHOUT, U.O.N. D20 Q MFR: T.B.D. COLOR/N0: T.B.D. FINISH: T.B.D. FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING PAINT SEE www.waremalcomb.com/ws/09900-001.pdf /RB\ ITEM: RUBBER BASE 1 MFR: T.B.D. COLOR/N0: T.B.D. SIZE: T.B.D. STYLE: 4" COVED FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING CERAMIC 11LE SEE www.waremalcomb.com/ws/09310-001.pdf FLOOR FINISHES 1/8"= 11-0 1 } } } } } DEMOLITION TYP. CEILING PLAN 4' 8' 16' _ 32' SCALE: 1 8"=1'-0" / 0 4' 8' 16' 32' SCALE: 1 /8"=1'-0"0 >j� 1 EXISTING VCT ITEM: VINYL COMPOSITION TILE - FIELD TILE I: 2 - 1 MFR: T.B.D. J RB v CONF. TYP. 305 VCT 1 COLOR/N0: T.B.D. SIZE: T.B.D. FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING RESILIENT FLOOR COVERING SEE www.waremalcomb.com/ws/09650-001.pdf RWORK OOM 1 300 0 ALIGN i 1 1L 1 � EXISTING1 STOR. EXISTING BREAK RM. I 40 I �: P 304 303 , . � Ic��� OPEN` OFFICE 11 �. ..., ..... v _ __1727171 q_� — J . — -��� - ��� 301 EXISTING OFFICE rrrli'-Ir — — I �,4 j 302 j II „j1 P L_ =Ic J=IICL .I— — 11 — —I —1 k 1/8"=1'-0" PARTITION PLAN 1�8"=1'-0” „...., FINISH PLAN 1 /8"=1'-0" 0 4 8 16 32' 4 8 16' 32' SCALE: 1 /8"=1'-0" �+SCALE: 3 >- u.a 0 1- z w w U W 0 U w 0 0 a 0 J cc w IL 0 w U 0 z w 0 1- 0 m w m >- a. a w cn U 0 >- z NGS AND SPECIFICATIONS ARE w ® g Oc •V 1I N o I yam.. W.I` VI C24 a, coM 0 I- o 51 < 0 N W Z 0 5 Lui-1) ZzW w 1:> (,)m 0 0 —J DEMO, DEMO CLNG, PARTITION, RCP, POWER/SIGNAL/DATA & FINISH PLANS REMARKS ISSUED FOR PERMIT 1 AT JOB NO.: SEA16-6163-00 DATE (0 a N I N I S. PA / PM: M. WEHRBERG DRAWN BY: AT JOB NO.: SEA16-6163-00 Mon, 25 Jul 2016 -a r ro L." -s5 ro co U 0 U 0 1 U O LE 0 0 r7 co w i 3 0 U 0 0 0 E • . v • r • ”•••• v • ■ ■ REMARKS ISSUED FOR PERMIT AT JOB NO.: MEMBER DEPTH: FLANGE WIDTH: NOTES FOR ALL WALLS: " _ ' 11• (EXAMPLE: 6 600 X 1/100 INCHES) SEE METAL STUD CHART FOR GAUGE. CO o N I Lo N NOTES:ALL (EXAMPLE: 1 5/8 = 1.625 —162 X MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC REPORT ESR -1338: • SEE FLOOR/PARTITION PLAN AND/OR GENERAL 1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR LANDINGS. 2. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS INCHES) ALL FLANGE WIDTHS INCHES. FOR ALL »T » SECTIONS MEMBER ARE TAKEN IN 1 100 INCHES. DEPTH IS THE INSIDE DIMENSION. STYLE: 600 © 162 - 54 MATERIAL THICKNESS: - MAX. METAL STUD SPACING SHALL BE 24"O.C. NOTES SHEET FOR ANY REQUIRED NSULATION. - MIN. FASTENER SIZE SHALL BE No. 6, 1-1/4"SCREWS • ALL WALL STUDS TO BE 3-5/8", U.O.N. - MAX. FASTENER SPACING SHALL BE 12" FIELD & 8" AT EDGES. • ALL BRACES TO BE 3-1/2" 25 GA. METAL SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL. (EXAMPLE: STUD OR JOIST SECTION =s ) 0.054 Ali STUDS OR WIRE HANGERS AT 8' 0.C. U.O.N. 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OR THE WRIST. 4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FINISH FLOOR OR GROUND. 6. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 7. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90' THE TIME REQUIRED TO MOVE THE DOOR TO (EXAMPLE: 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 957 OF THE DESIGN S = STUDR OR JOIST, T= TRACK, U = CHANNEL, THICKNESS. F = FURRING v • ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. , �— . TYP. UNDERSIDE OF ROOF OR DECK ABOVE A POSITION OF 12' FROM THE LATCH IS 5 SECONDS MIN. 8. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70' THE DOOR OR GATE SHALL MOVE TO INTERIOR NON-STRUCTURAL NON -COMPOSITE: \ i THE CLOSED POSITION IN 1.5 SECONDS MIN..a. L .__ 9. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: 9.1. INTERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX. 9.2. SLIDING OR FOLDING DOORS: 5 LBS (22.5 N) MAX. RPOSES ONLY, U.O.N. (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L1240 (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF U240 S ARE REQUIRED • ° 1 9.3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS (66.7 N). 250S125-18 12" 10'-6" 400S125-43 12" 20'-9" 1 9.4. EXTERIOR HINGED DOORS: 5 LBS (22.5 N) MAX. SWINGING DOOR AND GATE SURFACES 10" OF OR GROUND 250S125-18 16" 9'-7" 400S125-43 16" 18'-10" a ' 10. WITHIN THE FINISH FLOOR MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS 250S125-18 24" �� 8'-3" 400S125-43 24" 16'-5" IN THESE SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. ,,-;,,.,/,/,, ,, / ; ,,., '25,65,1 / - / , ,2/ /, -, //'` 4; :/ 4J,Joi �J„ 54! 0 SI,1; �' �/ / i / / ! 11. WHERE AUTOMATIC AND POWER—ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART OF A MEANS OF EGRESS THE _ m ' /' ; " // 7/�T " , ""'/// ' '' "'' // '' / , , / / _ _ CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32 MIN. WHEN OPERATED IN EMERGENCY MODE. � ,'"' 250S125T33�/' /;; , , ,,. / � ,!l6„/T ;''// // / :/�;'1��0;,; */;c400, ;/,' /// �/ ,//,�1%`;,i 'g i / /�i0;r2 : Z w .. szs g50 ti -' 3 /./ T/ /;'' , / - / ��?5 // / //�// /19/ / ; / / X40512 ; 54 (5 , „,/%, r 24% , , ','//' , 7 USE FOR FUF 250S125-43 12" 14'-4" 400S125-68 (50 KSI) 12" ,7/ 23'-8" THAT WEB S 1 1 250S125-43 16" 13'-0" 400S125-68 (50 KSI) 16" 21'-6" 250S125-43 24" / » 11 —5 400S125-68 (50 KSI) 24" 1 18 10" 4. 1 � ,,--,� 32" 32" 32" » MIN. MIN. MIN. 36 MIN. 00125 2�7 ;!',i T, %%12" ,% .'ii„r / ;, v� k I i , i `\ CEILING LINE ,;,„ „ ,,4 i I I 11/ 362S125--1"$' /� / ' ;12 /j14,.— 6D SJ 5 27/ /.�,i/ / "'i6';z / — I I i T1/11' n; �CN / ;%' it%;' � � 2S12 ,, 6 ,/1 ,,:11)"0"44i /% � 24 1 ;17, 7,/ % — 4 62512548 LTi /' /,,/, �,./„ ' '1,'.'. /,/4/,//. / /9112/! T 600S125-3312" 26'-2” 1 1 \ //-/, :/ ; /,,// - ;'/// ,/ — 362S125 33 12" 1 Il 17 —7 600S125-33 16" 1 "x 23 —9 �.✓.,. � �. • .. ' �A„� �.:-���. ,, .�; r 362S125-33 16" 16'-0" 600S125-33 24" 20'-6" ...e Ix, A HINGED DOOR SLIDING B C D DOOR FOLDING DOOR DOORWAYS WITHOUT DOORS 362S125-33 24 14 0 a//n'/ / ,,-///// W.4/;,4i ;/ ,,,�,,� /,i, ,,, 5¢F CLEAR WIDTH OF DOORWAYS 3 S., 5,: ,�_ :., T ,.2 T,, /„ // /��T 09444.,7?/ . / , /. . „ . Tr:'� /, r ;/� ,� r1�/ ,, •, � -,,� >_ .. r,,, ,. ;_ " :-�. -sae 3 25T 5 . ,3. / i 4 /, ,�, 304-1,45-.4k,/,'% /, / 2/T P4/5.71/,4 6005125-54 50 KSI 12 30-9 � NON—RATED 1 "" " d REVIEWED FOR 362S125-54 (50 KSI) 12" 20'-6" 600S125-54 (50 KSI) 16" 27'-11" 1 I PARTITION -. . � 1 a.., � CODE COMPLIANCE 1i PLIANCE z - - 12 MIN * 362S125-54 (50 KSI) 16" 18'-7" 600S125-54 (50 KSI) 24" 24'-5" • I SLAB TOco APPROVED o 18" MIN. 'r60012x5; �,. 362S125-54 (50 KSI) 24"16 -3 F)8 (y%Oj I)�jl" �'1,0,2; %/f3rQ� %" 1 UNDERSIDE CEILING OF AUG 0 4 2016 � i/r ;%,,..;,, / ' :/ - : - ; 36251 5--6 ).;// . ,. //i./ . „.,/,'i' - 2 1 -;� � 5 I' 40:,0,%(‘,0-;1,<§ 2 , / 6 / T € 11 1_,- � _ ,, . ,KSI .//1r;/// ' , �' �.1 , ,',$9'4S. „mow,,, �:. L . /',//4674 47 ., ,- 5 Si % 3 2 21 ,K I) �,, � , q 11/ �. �/%,moi 7,,,/,/ 51.25.- lin ,6$, .5p Sl< '� Y 1 /, / �4/, T /%'/,, 2•'�2 /�; `) 1 �,.. � I I I (A) ,�<, >�,, =-> i-; ,.,{ //,' -/. 3/6 S fLS Si ESQ'%K51): : f, �,� / /" h, /1 /%�i4/ ;;/� ' &"."/*, ,, ,, ,/,, ,/� „) 800S125-43 /�,, 12"36'-1"1 ,/T/ ham;, f ' : ,�� :, nom € 1 ..,� .-.. ' e��,q�1 ^^ t�6 yTukwila �� ©1 �t.A iAVViICII ,� BUILDING DIVISION FRONT APPROACH, PULL SIDE1 IF BOTHCLOSER AND LATCH 400S125-18 12"14 t » —9 800S125-43 16"32'-9"� • (*) (B) ARE PROVIDED 400S125-18 16" 12'-10"0 800S125-43 24" 28'-8" '�` — ' FRONT APPROACH, PUSH SIDE 400S125-18 24" 1 » 10 —5 //./, , / /, / ' NP,§, 2� i 4%/(59;KSJ)'' //// n /; ////f2/-; / >i' ,�-;,ii -/ / ;;9;/ 1� r . r ,:' ,, ' x �\ IE3 I FINISH FLOOR LINE ///f2 4.00 � '. /, , 5,4 /, "''// �1/ /3 �!: »:^>;"sem I ,:'�..1. r \ ,/ /, -/ ;1 .. :'; .'' % �� ./ -/, , : l 9„ /. — '8�OQS�25`.: , 5;0. K I ,., _ , 5 �, . _ , ��Y ... ,. ;.:. � 1%/ ' OOS12 33, �///�4 / / 1' , // �//�/! 1 n. / /, ;17 /3 / /i% ii'/, / .<, ,/ // /< , , 00 125 „54, 50/KSI ,.,CC,,,:,�, •,�,/ ) / 2 '' ":/� i. / /, /• / /, 30'T i, .'//gip: r `�-_' 4005125�A 'Agbi ///- ; ,. /;/24/ / 4%1,5,, J// 800S125-68 (50 KSI) 12 41'-11" 1111 1111 1111 IID 11 36" MIN. rb 42" MIN. 800S125-68 50 KSI) ( 16" ,1 38 —1 II E., 11 F 11 UGH v G �t `n NOTE; ALL STUD INFORMATION IS BASED ON: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI) 24" 33'-4" P J LIMITING WALL HEIGHT (C) fD) TABLE—L/240 WALL TYPE SCHEDULE 1 0 HINGE APPROACH, PULL . SIDE HINGE APPROACH, PULL SIDE SCALE: NONE IWAMT—Hei ht_table—L_240—SSMA 9 SCALE: 1/2"=l'-0" IWAMT—WaII_type_schedulel—SEA MIN.* • �12' \ r , �` INSULATION IF REQUIRED * r r i 1 - i 1 NOTES: 1. PROVIDE ACOUSTICAL ; �r' :.: Z 1/8 RESILIENT FLOORING EALANT 5 8" GYPSUM BOARD EACH N 1 24"MI (VCT, STATIC DISSIPATIVE TILE, FIRE (ORSIDE CAULKING ATMETAL OVER METAL STUDS, SEE (E) ROOF/FLOOR FINISH 2 MI 1 VIP STUD TABLE FOR SIZE & SURFACE. 1___1_ ' EPDXY FLOORING) FIRE—RESISTANCE RATED SPACING (TYPE—X AT FIRE '21 .u�,, WALLS AT BOTH SIDES OF`' ' ° (*) 54" MIN. IF CLOSER IS PROVIDED. F LATCH APPROACH, PULL SIDE SCHLUTER — RENO—U, EDGE PROTECTING PROFILE, FINISH: BRUSHED ALUMINUM. WALL BOTTOM... 2. REFERENCE UL# BW—S-0001 FOR ; : RATED WALLS) BOTTOM TRACK �-.3.) ° 4' .. •a , a .a a. a • - G 4 -. . . ° , • : ° '' a ° d a a °a '..�- - —) (E) CONCRETE FILLED STEEL DECK. (3) MIN. POWDER—DRIVEN FASTENER FIRE—RESISTANCE RATED ; WITH WITH POWER—DRIVEN :� • 4 a° I_ 0.145 SHANK DIAMETER (*) IF BOTH CLOSER AND LATCH (**) 48" MIN. IF BOTH CLOSER ARE PROVIDED. AND LATCH PROVIDED. WALL ASSEMBLIES. 3. ALL JOINTS OR , i FASTENERS AT 16 O.C. MAX. ' / 11 u /� // + + / n % / RAMSET/REDHEAD CATALOG NUMBER 1500 SERIES MIN. 1-1 8" EMBED / ICC—ESR-1752 / PER ICC (E) HINGE APPROACH, PUSH SIDE i 1 1» 1 24 MIN. * Z CARPET PENETRATIONS IN FIRE—RESISTANCE WALLS ARE REQUIRED BE PROTECTED WITH RATED TO A UL .:::Al I ;' / / / -o / / / / / / ESR -1799 R c., �� �,..� ,, R) ::. 4" RESILIENT BASE © GYP. / / L 1 1 2 x / 1 1/2 x 16 GA. EXTEND �r i��.m. LISTED FIRE STOP r.• BD. WALLS U.O.N. / / OVER (3) MIN. FLUTES, TYP. SYSTEM. / / • a 4••• ° •N #10 SCREWS (TYP.) / / (3) #10 SCREWS TO BRACE, TYP. '' ,1!1-11111 ._';' / 2-1/2" MTL. 25 GA. (*) 48" MIN. IF CLOSER IS PROVIDED. ° ii. ° a' a V / / / (250S125-18) STEEL STUDS OR WIRE (G) LATCH APPROACH, PUSH SIDE FINISH FLOOR© / / / (STAGGERG 8' O.C.) MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS CARPET TO RESILIENT FLOORING ADD FLAT STUD W/ SCREWS 6 WHEN BRACE 1E"CEED WALL BASE WALL SWAY BRACE EXS S 6'-0", TYP. 11 (7)SCALE: SCALE: FULL IFLTR—Carpet_resilient_floor_02 SCALE: 3"=1'-0" IWAMT—Base_typ-01 \ r 3"=l'-0" IWAMT—Dia_brc2_hd_md—SEA Z - » 18 MIN. ACCESSIBILITY NOTES w. MAX. 100 Ib. PER STUD.N L� �,�/ ' ��:' �� 1 00 /// 16 GA. METAL STUD 16" O.C. �� BRACE TO STRUCTURE, \ � , ALL ITEMS ARE FOR REFERENCE ONLY, ® ALL BACKING STUD TRACKS ��;' ALTERNATE SIDES. USE A PULL SIDE . ANY ITEM NOT SHOW 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 45 DEG „ %' . ,i' ;%� IJ METAL STUDS AT 8'-0" 0.C. MAX., MATCH WALL STUD SIZE & GAUGE (3 5/8" 20 GA. \ r \ COMPLYING WITH CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. i d• I ��s` ,�' MIN.) PROVIDE BENT LEG & 16 GA. X6 X1-1/2 \ ' �'„, FASTEN TO TOP TRACK, MAX. z -- 2 z 2� 12" MIN. 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. tee; UNPUNCHED METAL TRACK W/LEGS CLIPPED & BENT EA. STUD. ATTACH TO EACH i�r ' :. LENGTH OF BRACE 25'-0". EXISTING SUSPENDED oo o0 4. REFER TO 2012 INTERNATIONAL BUILDING CODE, CHAPTER 11 AND ICC—A117.1-2009 FOR i I I STUD W/3(#10) SELF—DRILLING :?' . ACOUSTICAL CEILING ` A j A CURRENT AND UP TO DATE INFORMATION. 1 1 �.�'�^�� AND SELF—TAPPING SHEET z ; ..' . - (B) PUSH SIDE MANEUVERING x"' (C) PUSH SIDE, DOOR WITH BOTH CLOSER CLEARANCE AT RECESSED DOORS PROVIDED AND LATCH x 1 1 I I 1 .A ; 1 1 I 1.j' ‹� ' 1 �. ' METAL SCREWS (TO MIN. 3 STUDS) EXTEND BACKING 1 BAY BEYOND EDGE OF CABINET / EQUIP. NOTE: DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS 0BD.----" o 1 5/8" GYP. BD. --" -- EACH SIDE OVER METAL STUDS, SEE METAL STUD TABLE FOR SIZE & SPACING :: `- ; = . I, • • • 1 . . .. " :: SCRIBE WALL BOARD TO CEILING GRID & TRIM NEAT & TRUE TOP TRACK SECURED TO WALL BRACES W/ (2) #8 SMS. RECEIVED CITY OF TUKWILA JUL 21 2016 DOORS, DOORWAYS GATES BACKING DETAIL FOR MISC. EQUIP PARTITION �� TO UNDERSY PERMIT CENTER G.}x}tw �� SCALE: 1/4"=1'-0" IACDR-1_ICC-01 SCALE: N.T.S. IWAMT—Wall_e ui backfin —01 8 q p_ g 1/— 1 11 SCALE: 3 —1 —0 .� Ap 0 3 6i 111111111111fill Iliii1111111111, MOM 0 a 0 1— w w U w 0 0 U w cc 0 a 0 J LA 1 0 w 0 O z w 0 1- 0 0 CO CO w 2 1/1 >- 0 z a w 0 U N 0 z THE JOB SITE. VERIFIED ON WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE m 0 0 w a w 14 W >- m 1— W U W 3 W 0 >- z z 0 W In LA 1- O z 0 z m 0 J LA 0 1- 1 0 U 0 z LA a 0 a. a w cc W 0 0 W m 0 Q In z �=1 W ® C 0) C.) •v -‹1:1 II E U 4�— W .0 r:4 N ctS o c M W < F- 0 — 0Q N W Z zzoz 0 5 E. m U 0 0 0 <e J WALL & ACCESSIBILITY & MISC. DETAILS REMARKS ISSUED FOR PERMIT AT JOB NO.: SEA16-6163-00 D CO o N I Lo N 1 PA / PM: M. WEHRBERG DRAWN BY: AT JOB NO.: SEA16-6163-00 \\Wma—arch.com\wm\SEA\16\6163\00\Architectural\Cad\CD\6163_A41.dwg (.CAU I ION: 11- HIS SHEL 1 15 NU 1 24"x3b" 1 1 15 A REDUCED 1 -1 -IN 1 WALL 2" MIN. 8 44i 3/4" MIN. AT UNATTACHED WALLS /I WALL 0, 2" MIN. 3/4" MIN. AT UNATTACHED WALLS 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. 2. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. 3. 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. T SPREADER BARS: 1. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL. 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. 3. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. 4. 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 SCALE: N.T.S. ICEAC-Wall-SEA STRUCTURAL CONCRETE CEILING CLIP 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 SHOT -IN ANCHOR STRUCTURAL CONCRETE 3 TURNS VERTICAL WIRE HANGER SCALE: N.T.S. ICEWC-Wire_conn_conc-SEA C) NOTES: 3/4" MIN. PERIMETER HANGER WIRE FLANGE POP RIVET 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 REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE 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 <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 POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. SEISMIC SEPARATION JOINT SCALE: N.T.S. ICEAC-Seismic_separation-SEA 15 16 DETAILS REFERENCE: NORTHWEST WALL AND CEILING BUREAU REFERENCE 401 -REVISED 12/2012 SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS SEISMIC DESIGN CATEGORIES D, E, AND F. REFERENCED SOURCES PER HIERARCHY: 2012 INTERNATIONAL BUILDING CODE, (IBC), (AM. SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) C635, ASTM C636, ASTM E 580/E580M, AND CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOC. (CISCA). GENERAL RECOMMENDATIONS: 1. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. 2. FOR FURTHER INFORMATION ON BRACING OF NON -LOAD BEARING PARTITIONS REFER TO THE NWCB TECHNICAL DOCUMENT #200-501 3. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 4. CEILINGS LESS THAN 144 SQ. FEET AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. 5. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. ELECTRICAL FIXTURES 1. LIGHT FIXTURES WEIGHING < 10 LBS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURES TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. 2. LIGHT FIXTURES WEIGHING > 10 LBS. AND < 56 LBS. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3. LIGHT FIXTURES WEIGHING > 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. 4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GA. WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. 5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES 1. TERMINALS OR SERVICES WEIGHING < 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. 2. TERMINALS OR SERVICES WEIGHING > 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SPRINKLERS 1. FOR CEILING WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 IN. OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 IN. IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INC. FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. CODE REF. & GEN. REQS. SCALE: N.T.S. ICEAC-Code_ref_gen_req-01-SEA PLUMB 1/6 !1 AX r-1 i NOTES: • MAX. 45' ANGLE '-�' MAX. 45' ANGLE 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 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 ' 0.C. 3. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. 4. POWDER ACTUATED FASTENERS (PAFs) ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. 5. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. 6. 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 ABLE TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. 7. 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 LATERAL FORCE BRACING (PERSPECTIVE) COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE ATTACHMENT, SEE ATTACHMENT DETAILS THIS SHEET CEILING BRACING COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE ATTACHMENT 1. VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. 2. CEILINGS W/ PLENUMS <12" DO NOT REQUIRE LATERAL FORCE BRACING. *PROVIDE ENGINEERING IF PLENUM > 11'-0" MAX. RECOMMENDED LENGTHS FOR VERITCAL STRUTS EMT CONDUIT 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' 0.C. OR 10 GA. & 5' 0.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EA. WALL. /11 NOTES: 12 GA. HANGER WIRE SPACED 4' 0.C. ALL WIRE TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. OPTIONAL VERTICAL BRACING SHALL BE 12' 0.0 (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 ABOVE (WHEN USED.) 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" 0.C. BOTH DIRECTIONS W/ FIRST POINT WITHIN 4'-0" FROM EA. WALL MAIN BEAM CROSS TEE 1. CEILINGS CONSTRUCTED OF SCREW -OR -NAIL ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. 2. CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED. 3. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. 4. LATERAL FORCES BRACES SHALL BE 12' 0.C. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS. 5. SEISMIC SPLAY WIRES ARE TO BE 4 - 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. 6. SEISMIC SPLAY WIRES SHALL BE 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. 7. POWDER ACTUATED FASTENERS (PAFs), WHEN USED FOR SEISMIC APPLICATIONS ARE PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, AND F, AND SHALL HAVE AN ICC -ES FOR 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 REQ. 8. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. 9. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. 10. CEILINGS WITH PLENUMS <12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. SUSPENDED CEILING BRACING SCALE: N.T.S. ICEAC-Susp_vertical_strut-SEA REVIEWED FOP' CODE COMPLIANCE APPOVv'D AUG 0 4 2016 Cay of Tukwila bUILDING NOTES: X I 41"111311111 I� RECEIVED CITY OF TUKWILA JUL 27 2016 PERMIT CENTER 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' 0.C. CHANGES. 3. CHANGES TO CEILING PLANES WILL REQUIRE POSITIVE BRACING. LATERAL FORCE BRAC NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCY SHALL BE BROUGHT TO TH 0 } < 0 0 w m 1- 0 z J 0 z < 0 0 2 w a 3 0 12 0 0 0 0 0 < THE PROPERTY 0 U a w bio N a) 0 aai N 0 m co Q N O � J »CNW Z� Q�> O - 5Q m 16000 CHRISTENSEN ROAD, TUKW PA / PM: M. WEHRBERG DRAWN BY: AT JOB NO.: SEA16-6163-00 SHEET SCALE: N.T.S. I g�`s sin e �,��ing-SE, w cn w Mon, 25 Jul 2016