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HomeMy WebLinkAboutPermit D19-0157 - E & M ELECTRICAL - NEW OFFICES, CONFERENCE ROOM AND OPEN OFFICE SEATINGE & M ELECTRICAL 16040 CHRISTENSEN RD 110 D19-0157 Parcel No: Address: �`^�xx ^��lF Tukwila .U�ovw��oa Deportment of Community Development 63VOSuuthcenterBoulevard, Suite #1OV Tukwila, Washington 9Ol88 Phone:ZU6'431'367D Inspection Request Line: Z06'438'93SU Web site; http://www.TukwilaWA,gov DEVELOPMENT PERMIT 2523049039 I6040[HR|STENSENKD1I0 Permit Number: D19-0I57 Issue Date: 6/19/2019 Permit Expires On: 12/16/20I9 Owner: Address: Contact Person: Name; Contractor: Name: Address: License No: Lender: Name: TALON RIVERVIEW PLAZA LLC 7ZOOLIVE WAY ST[l02O'3[ATTLE' WA, 98101 |REwEO]mNOR JOl5I12THAVE NE, STEZO5' 8ELLEVUE'WA, 98OU4 Phone: (425)582'5509 DPINC GENERAL CONTRACTORS Phone: (206)361-2989 l9936OALL|NGERWAY NE, S[xTTL[, WA, 98155 DPINCGCO66BU Expiration Date: 1/31/2020 SCOTT SULLIVAN DESCRIPTION OF WORK: SECOND GENERATION TENANT IMPROVEMENT FOR USE OF THE SAME INTERIOR. UPGRADES INCLUDE NEW OFFICES, CONFERENCE ROOM AND NEW OPEN OFFICE SEATING Project Valuation: $68743,00 Type ofFire Protection: Sprinklers: YES Fire Alarm: Type ufConstruction: VB Electrical Service Provided by: TUKVY|LA Fees Collected: $2,079.13 Occupancy per IBC: 8 Water District: TVKVV|LA Sewer District: TUKVV|LA Current Codes adopted bythe City mfTukwila: 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: VVACities Electrical Code: VVA[29646D: Code: Public Works Activities: [hann»|batinn/Sthping: Curh[ut/Accpss/3idewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OversioeLuad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: 0 Number O No Permit Center Authorized Signature: Date: y | haar6ycertify that | 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 provi§ons of any other state orlocal laws regulating construction orthe performance nfwork. |amauthorized tosign and obtain this development permit agree t the conditionsattached tnthis permit, Signature: Date: _ ������ Printmame: �l�/L��*^�� x/ ��''�'—~ This permit shall become null and void ifthe work isnot commenced within l8Odays for the date ofissuance, o,if the work is suspended -or abandoned for aperiod ofl80days from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmhttedforapprovai 3: All permits, Inspection record card and approved construction documents shall be kept at the site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted, 4: New suspended ceiling grid and light fixture Installations shall meet the seismic design requirements for nonstructural components. A5CE7'Chapter l3. 5: Partition walls shall not betied toasuspended ceiling grid. All partitions greater thac6feet inheight shall belaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing. 6: All constructionr shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector, No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot orparcel of�round'propedycap 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 onsatisfactory completion ofthis requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the Oty of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 22: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 23: Every exit sign and directional! exit sign shall have plainly legible letters not less than 6inches (152mm)high with the principal, strokes ofthe letters not less than 0J5 inch (l91nnm)wide. The word "EXD.shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not beless then 0.375inch (9.5mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|F[l0lI6l) 24k Exit signs shall beilluminated atall times. Tnensure continued illumination for aduration ofnot less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (|F[lU13f3) ZS: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 IUX) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress atfloor level, Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (|F[lOOU.l5) 29: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall beextended, altered oraugmented asnecessary tnmaintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall bedone inaccordance with applicable standards. (IFC9O1.4) 27: Sprinklers shall beinstalled under fixed obstructions over 4feet (1.2m)wide. (NFPAl3'8£533) 26: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. New sprinkler systems and all modifications tosprinkler systems involving more than 5Oheads shall have the written approval nfFactory Mutual orany fire protection eng|neor|icenoedbytheStatenfVVashinOtonandapprmvedbytheFire Marshal prior tosubmittal tuthe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 30: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA7O) 31: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8Ol1lnfthe International Building Code. 32: 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 cloor. 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #Z437) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 34: These plans were reviewed hyInspector 51l. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(Z06)57S44O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (20a)43D-935u 1700 BU|LD|NGF|N4t,~ 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYP5UMBOARD 0406 SUSPENDED CEILING CITY OF TUKWe1 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Peru No. Project No. Date Application Accepted: 41 —1 Date Application Expires: (i/ (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 16040 Christensen Road, Tukwila, WA Tenant Name: E&M Electrical King Co Assessor's Tax No.: 252304-9039 Suite Number: 110 Floor: 1 PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: IRENE CONNOR Address: 3015 112th AVENUE NE, SUITE 205 City: BELLEVUE State: WA Zip: 98004 Phone: (425) 582-5509 Fax: Email: iconnor@waremalcomb.com GENERAL CON TRACTOR INFORMATION Company Name: ..r. e)...1) . Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: El Yes ARCHITECT OF RECORD Company Name: ARE MALCOMB Architect Name: DAVINA WILLIAMS DUERR Address: 3015 112th AVENUE NE, SUITE 205 City: BELLEVUE State: WA Zip: 98004 Phone: (425) 582-5504 Fax: Email: dduerr@waremalcomb.com ENGINEER OF RECORD Company Name: NA 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: (..fy,\.--.\-- Address: vico -0 \.V,\ A--1‘"--- ki e., SE CitY: V;t9Ake,v oe State: \iij Zip: HAApplications \ Forms -Applications On Lincl20 I I ApplicationskPcnnit Application Revised - 8-9- I I .dacx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATIONC06-431-3670 Valuation of Project (contractor's bid price): $ 68,743 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): THE SCOPE OF THIS PROJECT IS A SECOND GENERATION TENANT IMPROVEMENT FOR USE OF THE SAME. INTERIOR UPGRADES INCLUDE NEW OFFICES, CONFERENCE ROOM AND NEW OPEN OFFICE SEATING. Will there be new rack storage? 0 Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lFloor 2rid Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N/A *For an Accessory dwelling, provide the following: N/AN/A Lot Area (sq ft): Floor area of principal dwelling:_ Floor area of accessory dwelling: N/A *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: N/A Cornpact: N/A Handicap: N/A Will there be a change in use? 0 Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: w1 Sprinklers El Automatic Fire Alarm D None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes No If "yes', attach list of materials and storage locations on a separate 8-1/1" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM Ej On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: ApplicationsTorms-Applications On Line \ 2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOR kTION — 206-433-0179 Scope of Work (please provide detailed information): NO UTILITY WORK Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District fl ...Tukwila 0 ...Water District #125 0 ...Water Availability Provided Sewer District ...Tukwila D...Sewer Use Certificate .. • Highline 0 ...Valley View 0.. Renton 0 ...Sewer Availability Provided .. Renton 0 .. Seattle Septic System: El 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") o ...Technical Information Report (Storm Drainage) 0 ...Bond 0.. Insurance 0 Easement(s) Proposed Activities (mark boxes that apply): ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut 1:1 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer E] ...Cap or Remove Utilities 0 ...Frontage Improvements El ...Traffic Control El ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 Geoteclmical Report .. ▪ Maintenance Agreement(s) 0 ...Traffic Impact Analysis El ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) o .. Right-of-way Use - Profit for less 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 59 15 D .. Grease Interceptor Channelization 0 .. Trench Excavation El .. Utility Undergrounding El ...Permanent Water Meter Size... , WO # 0 ...Temporary Water Meter Size .. 95 WO # 0 ...Water Only Meter Size ,, WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private n i__. 1=1 ...Water Main Extension Public 0 Private ID 95 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...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:\AppIicationsForms-Applicatios On Line \2011 Applications\Permit 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 Perrnit 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. BULLDLNG Signa Print Name: OR A HORIZED AGENT: Irene Connor Mailing Address: 3015 112th Ave NE, Suite 205 Date: 05/16/2019 Day Telephone: (425) 582-5509 Bellevue WA 98004 City State Zip I-1:1Applicattons‘Fonns-Applications On Line\ 2011 Applications \Pennit Application Revised I I,docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $1,293.73 D19-0157 Address: 16040 CHRISTENSEN RD 110 Apn: 2523049039 $1,293.73 DEVELOPMENT $1,233,31 PERMIT FEE R000.322,100,00.00 0.00 $1,208.31 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE $60.42 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17941 R000.322.900.04.00 0.00 $60.42 $1,293.73 Date Paid: Wednesday, June 19, 2019 Paid By: D P INC GENERAL CONTRACTORS Pay Method: CHECK 102532 Printed: Wednesday, June 19, 2019 1:13 PM 1 of 1 YS DESCRIPTIONS ACCOUNT PerrnitTRAK D19-0157 Address: 16040 CHRISTENSEN RD 110 Apn: 2523049039 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17669 R000,345.830.00,00 QUANTITY PAID 0.00 $785.40 $785.40 $785.40 $785,40 $785.40 Date Paid: Thursday, May 16, 2019 Paid By: SCOTT L SULLIVAN Pay Method: CHECK 1400 Printed: Thursday, May 16, 2019 10:08 AM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Ir., Retain a copy with permit ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 670 Permit Inspection Request Line (206) 438-9350 Project: d et TYfLn7On: t Address: Special ns u : Date Wanted: a.m. p.m. Reg e. : Phone N : Zi7to• 7 — 2 proved per applicable codes. E T Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43t-3670 Permit inspection Request Line (206) 438-9350 Project: Type' of inspe c '"e dernzrx7Geope/ Date Called: A Address: e/ ..5'%%/ lY ✓ , •Special instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: AE e411101.... �-mil Type of In c on: Address: /42 03 CAW/S Date Called: Special lnsIructions: Date Wanted: 2- a.m. p.m. Requester: Phone No: Approved per applicable codes. COIAMENTS: Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: pate Called: Special Instructions: Date Wanted: a.m. p.m. Requesie��� Phone No: e Approved per applicable codes. CO M ENTS: Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100. Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: Date Called: specialn on : / 0 'Date Wanted: a.m. p.m. Requester: Phone No: 2.4>C450 23 - LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 e4t-ilv- Cc/ /94.2-5 ;94-R Pew rc Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. ,Ii1 ai7 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 INSPECTION RECORD Retain a copy with permit P ojec : Type of inspection: /4%14 Address: / a 0 L fi grie*J5Wili Date Ca d: ZA Special Instructions: 110 Date Wanted: '7 23 a.m. 41-k. Requester: 3 ZiteetIt / Phone No: zoG gf 73 '7 Approved per applicable codes. Corrections required prior to approval. CDM MENTS: nspecto : Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COM COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0157 DATE: 05/16/19 PROJECT NAME: E & M ELECTRICAL SITE ADDRESS: 16040 CHRISTENSEN RD - SUITE 110 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division -\)$ N eks Public Wo ATI6 Fire Prevention Structural n Pri OlVi; Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 05/21/19 Structural Review Required •DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Notation: S4 Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 06/18/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping [D PW 0 Staff Initials: 12/18/2013 lioute EsTafiol C;on tact Search L&I Safety & Health Claims & Insurance °Ilk Washington State Department of Labor & Industries A-Z Endcx Help My L&i Workplace Rights Trades & Licensing DP INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, VVILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation Certifications & Endorsements License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. DPINCGC066BU Effective — expiration 01/31/1994— 01/31/2020 Bond Merchants Bonding Co (Mutual) Bond account no. WA28622 $12,000.00 Received by L&I Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co Policy no. CPA6015605 $1 ,000,000.00 Received by L&l Effective date 08/21/2018 09/15/2016 Expiration date 09/15/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Help us improve UAU I IUN: IF THIS SHE E I IS NU I . U x42__ 11 IS A REDUCED PRIN I ABBREVIATIONS GENERAL PROJECT NOTES Q W GENERAL NOTES: JOB SITE NOTES: O o w ea & And F.A. Fire Alarm PROSE Pre -cast z L Angle F.B. Flat Bar PL. Plate 1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, 1 ® At F.D. Floor Drain P.LAM. Plastic Laminate AND PROJECT -SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY w / U Centerline F.E. Fendation PLAS, pi aster Extinguisher PLYWD. Plywood LIMITATION OF THE FOLLOWING CONSTRSHOULD UCTION SHALL NOTI Y BUILDINGUR AT REPRESENTATIVE EPRESENTATIVE NON-TYPICAL OF SPECIAL CIRCUMSTANCES TRACTOR T Diameter or Round F.E.C. Fire Extinguisher Cab PR. Pair ADVANCE PRIOR TO WORK. E&M ELECTRICg # Pound or Number F.H.C. Fire Hose Cabinet PT. Point A. ALL APPLICABLE BUILDING CODES _<C (E) Existing. FIN. Finish P.T.D Paper Towel Dispenser B. ALL APPLICABLE SPECIALTY CODES INCLUDING .THE MOST CURRENT ISSUES AND 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND > FL. Floor P.T.D/R Combination Paper Towel SUPPLEMENTS SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN F ACOUS Acoustical FLASH. Flashing PTN, Partition C. THE PROJECT MANUAL AND ASSOCIATED. SPECIFICATIONS CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND 0 i A.D. Area Drain FLUOR. Fluorescent P.T.R. Paper Towel Receptacle D. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. v- ADJ. Adjustable f.O.C. Face of Concrete P.J. Panel Joint E. ALL APPLICABLE LANDLORD BUILDING STANDARDS X"I V E m0"UITE 0o t'�l L+ AGGR. Aggregate F.O.F. Face of Finish 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE - a F■t�i F.O.M. Face of Mullion Q.T. QuarryTile SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THEF AL Aluminum F.O.SH. Face of Sheathing 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL LOCATION OF DISPOSAL SIZES. o ID tm APPROX. Approximate 9 R. Riser ARCH. Architectural FPRF. Fireproof RAD. Radius CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN V IEW F"LAZA, c ASB. Asbestos F.S. Full Size R.D. Roof Drain ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT 4. CONTRACTOR SHALL BE .RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB%1bU R I g - ASPH. Asphalt FT. Foot or Feet REF. Reference THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT FTG. Footing REEF. Refrigerator DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE a J BD. Board FURR. Fuming RGTR. Register OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED PATH OF TRAVEL TO THE JOB SITE, PARKING. LOTS, ELEVATORS, LOBBIES, AND 3; T E P N R%j BITUM. Bituminous FUT. Future NONE. Reinforced OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR; MATERIALS, PRODUCTS AND CORRIDOR CARPETS. lo BLDG. Building REQ. Required SERVICES NECESSARY. OR APPROPRIATE FOR THE COMPLETED PROJECT AS BLK. Block GA. Gauge RESIL. Resilient CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED BLKG. Blocking GALV. Galvanized RM. Room PROVIDED BY SHE PROJECTS DESIGN TEAM. IN CASE OF CONFLICTS OR PER STATE AND LOCAL CODES. SM. Beam G.B. .Grob Bar R.O. Rough Opening OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN 'TUKW I LA o B.O.C. Bottom of Concrete GL Glass o RWD. Redwood DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN z B.O.M. Bottom of Mullion GND. Ground R.W.L. Rain Water Leader OTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. ISSUANCE OF A. BUILDING OR GRADING PERMIT. w B.O.P. Bottom of Panel GR. Grade o � B.O.R. Bottom of Reveal GYP. Gypsum S. South 3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY: 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING ui d WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & za BOT. Bottom H.B. Hose Bibb SAF Self Adhered Flashing u H.C. Hollow Core S.C. Solid Core COUNTY REQUIREMENTS. (For Tenant I rove met er it ly)CAB. Cabinet HDWD. Hardwood S.C.D. Seat Cover Dispenser A. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS m. y c C.B. Catch Basin HOWE. Hardware SCHED. Schedule B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES 8. CONTRACTOR SHALL BE .RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN CEM. Cement S.D. Soap Dispenser AND TYPICAL DETAILS AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING H.M. Hollow Metal P p m o CER. Ceramic SECT. Section C. WORK NOT PARTICULARLY SHOWN. OR SPECIFIED SHALL BE THE SAME AS AIR DISTRIBUTION SYSTEMS. HORIZ. Horizontal o ti C.I. Cast Iran HR. Hour SH. Shelf SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED ¢ m C.G. Corner Guard HGT. Height SHR. Shower D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE PROJECT DATA S H T TT.1 N D EX N n m. CLG. Ceiling SHT. Sheet THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. y `� CLKG. Caulking Sim, Similar REASONABLE PROTECTION OR COORDINATION EFFORTS. t' CLO. Closet I.D. Inside Diameter (Dim.) S.N.D. Sanitary Napkin Disp. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE ¢ CLR. Clear INSUL. insulation S.N.R. Sanitar Na kin Rece t. BUILDING AND SITE WHILE JOB IN PROGRESS AND UNTIL THE JOB IS w TNT. Interior Y p p ARCHITECTURAL t m sums> C.O. Cased Opening SPEC. Specification COMPLETED. BUILDING DEPARTMENT: CITY OF TUKWILA, WASHINGTON N COL. Column ipn. Janitor SQ. Square 4. THESE PLANS .AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE AO.1 TITLE SHEET o C.O.M. Center of Mullion JT Joint S.ST. Stainless Steel FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL _ CONIC. Concrete KIT. Kitchen S.SK. Service Sink CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND DRAWING NOTES: BUILDING CODES: 2015 INTERNATIONAL BUILDING CODE - WAC 51-50 AO.2 GENERAL NOTES ¢ - CONN. Connection K.O. Knock Out STA. Station PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, 2015 INTERNATIONAL EXISTING BUILDING CODE - WAC 51-50-480000 n+ CONSTR. Construction STD. Standard 2015 INTERNATIONAL MECHANICAL CODE - WAC 51-52 A0.3 ACCESSIBILITY DETAILS R5 AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER 1, UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS f-" CONT. Continuous STL. Steel AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH 2017 WASHINGTON CITIES ELECTRICAL CODE - NEC NFPA 70-2017 N C.O.R. Center of Reveal LAB. Laboratory 2015 INTERNATIONAL FIRE CODE - WAC 51-54 A1.1 OCCUPANCY AND EGRESS PLAN o LAM. Laminate STOP. Storage .CLAIMS. AND LIABILITY. OR CENTERLINE OF GRIDS. SY CORR. Corridor STRL. Structural 2075 WASHINGTON STATE ENERGY CODE -WAC 57-11 CTSK. Countersunk LAV. Lavatory SUSP. Suspended 2015 UNIFORM PLUMBING CODE AND STANDARDS - WAC 51-56 AND WAC 51-57 ADA DEMOUnON REFLECTED CEILING AND FLOOR PLANS Z t LKR. Locker p 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM BOOR SLAB, U.O.N. T C3 g CNTR. Counter SYS. Symmetrical REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF 2009 ICC A117.1 ANSI F- g� O' CTR. Center LT.. Light A2.7 REFLECTED CEILING AND FLOOR PLANS o •d �+. TRD. Tread QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED � / T.B. Towel Bar APPROPRIATE REQUESTS FOR INFORMATION (RFis). ERRORS AND OMISSIONS ARE FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER H. 4/-^� DBL. Double OCCUPANCY CLASSIFICATION: PER IBC CHAPTER 3 (SECTION 302) - B A3.1 POWER AND SIGNAL AND FINISH PLANS MAX. Maximum T.C. Top of Curb TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS. ARE REQUIRED TO SMALLER SCALE DRAWINGS. - DEPT. Department M.C. Medicine TEL, Telephone CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING D.F. DrinkingFountain A4.1 MILLWORK ELEVATIONS & DETAILS MECH. Mechanical TER. Terrazzo THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER 4. THE TERM "ALIGN', AS USED IN THESE DOCUMENTS, SHALL MEAN TO DET. Detail MEMEL Membrane T. & G. Tongue and Groove REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. FIRE PARTITION: PER IBC CHAPTER 7 - N/A Of DIA. Diameter MET. Metal THK. Thick SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY A5.1 DETAILS no DIM. Dimension MEN. Manufacturer T.O.C. Top of Concrete CONSEQUENCES. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS DISP. Dispenser MH. Manhole T.O.P. Top of Panel TYPE OF CONSTRUCTION: PER IBC CHAPTER 6 (SECTION 602) - V-B ¢ DN. Down THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, N MIN. Minimum T.O.R. Top of Reveal U.O.N. D.O. Door Opening MIR. Mirror T.O.RC. Top of Deep Recess 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY m DR. Door MISC. Miscellaneous T.O.M. To of Mullion EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY SPRINKLERED: YES SWIRL Drawer p 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY DS. Downspout M.O. Masonry Opening T.O.W. Top of Wall AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED rn FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS o P MTD. Mounted T.P. Top of Pavement PROCUREMENT, FABRICATION OR CONSTRUCTION. THROUGHOUT, U.O.N. NUMBER OF STORIES: 3 ABOVE GROUND rn D.S.P. Dry Standpipe MUL. Mullion T.P.D. Toilet Paper Dispenser z DWG Drawing T.V. Television 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. �_ E. East N. North T.W. Top of Wall 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY ASSESSOR'S PARCEL NO.: 252304-9039 Im EA. Each N.I.C. Not In Contract TYP. Typical TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF a E.J. Expansion Joint N0. Number UNF. Unfinished DEPICT SPECIFIC LOCATIONS.. THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN EL. Elevation NOM. Nominal U.O.N. Unless Otherwise Noted THE SAME BUILDING. PROJECT SCOPE: THE SCOPE OF THIS PROJECT IS A SECOND GENERATION TENANT IMPROVEMENT FOR USE OF THE SAME. ELEC. Electrical N.T.S. Not To Scale UR. Urinal S. CONTRACTOR RFI's ARE INTENDED TO OBTAIN INFORMATION NOT AVAILABLE FROM - N ELEV. Elevator VERT. Vertical THE PLANS AND SPECIFICATIONS. RFI's WILL NOT BE PROCESSED THAT CAN BE INTERIOR UPGRADES INCLUDE NEW OFFICES, CONFERENCE ROOM, AND OPEN OFFICE SEATING .� o: CO EVER. Emergency O.A. Overall INTERIOR 1 EXTERIOR NOTES: �' W O 00 9 Y VEST. Vestibule ANSWERED BY A REVIEW OF THESE DOCUMENTS, THAT REQUEST DIMENSIONS ELECTRICAL o N ENCL.P.Enclosure D.C. Obscure W. West THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT TENANT OCCUPANCY: OFFICE (B) 3,649 S.F. i '- ry E.P. Electrical Panelboard O.C. On Center With ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DESIGN BUILD - DEFERRED SUBMITTAL z EQ. Equal O.D. Outside Diameter (Dim.) W � Water Closet CONCERNING CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS. DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, o � � 0) EQPT. Equipment OFF. Office SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS LEGAL DISCRIPTION: FOR W H GILLIAM D C NO 40 & OF SW 1/4 OF SW 1/4 OF SEC 24-23-04 & - i.w WHERE APPROPRIATE, RFI"s SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE rn O O E.W.C. Electric Water Cooler OPNG. Opening WD. Wood PLANS AND SPECIFICATIONS NEEDS CLARIFICATION, AND WHAT INFORMATION IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE OF GL 1 OF SEC 25-23-04 DAF - COMM NW COR OF PARCEL 2 OF CITY OF 0 EXST. Existing OPP. Opposite W/o Without yypm Waterproofing Membrane REQUIRED. FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS TUKW9LA SHORT PLAT NO 78-16-SS RECORDING NO 7906050098 TH S a EXPO. Exposed WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF 64-09-52 E 24.88 FT TAP OF CURVE TH ELY 168 FT ALG ARC OF TANGENT n EXP. Ex ansion WRB Wheative Water STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR y a p Resistive Barrier 9. NO DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND CURVE TO LET RAD 935 FT THRU C/A 10-17-42 TO TPOB TH CONTG ELY � EXT. Exterior DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE N Z WSCT. Wainscot SPECIFICATIONS PROVIDED BY THE PROJECYS DESIGN TEAM ARE ALLOWED 746.87 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 935 FT TH RADIUS PT � WT. Weight WITHOUT THE EXPRESSED AUTHORIZATION APPROPRIATE OWNER ARCHITECT'S ATTENTION FOR CLARIFICATION, BEARING N 2-26 E THRU C/A OF 09-00-01 TAP ON SD CURVE TH N a REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR ACTOR WILL INDEMNIFY AND HOD E 66.06-34-56 E 66.28 FT TAP OF CURVE TH NELY 6.86 FT ALG ARC OF NON vzi IL_ HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND TANGENT CURVE TO ROT RAD 62 FT RADIUS PT BEARING S 22-03-30 E THRU - SYMBOLS CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED C/A OF 06-20-30 TAP OF REV CURVE TH NELY 25.15 FT ALG ARC OF ^ ^� SUBMITTALS WILL BE CONSIDERED ONLY IF THE PROPOSED SUBSTITUTION TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL < TANGENT CURVE TO LET RAD 20 FT THRU C/A 72-03-23 TAP OF TANGENCY TH N LL IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL N 02-13-37 E .99 FT TH S 87-46-23 E 6.67 FT 1H N 02-73-37 E 106.77 FT z THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. _ MECHANICAL g QUALITY TO WHAT IS SPECIFIED. TH N 71-04-07 E -41 FT TN N 48-35-00 E 60.21 FT TH S 89-47-47 E g T 170 FT. TH N S 03-44 5 55 0. TH S 41-40- -03-5 W FT 4&3H. S 29-47-54 E w X _5 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN DESIGN BUILD -DEFERRED SUBMITTAL A INTERIOR ELEVATION VIEW 49-1 FT TH S .85 FT 56 W 40.48 FT 1T1 S .80 FT 53 W 48.37 FT TH S ALIGN 10. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT RATING. 39-19-22 W 62.85 FT TH S 32-37-34 W 59.80 FT TH S 35-18-26 W 59,79 INTERIOR ELEVATION REFERENCE DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC FT TH S 39-40-01 W 63.82 FT TH S 40-00-29 W 66.84 FT TH S 29-07-34 ems' J O Y D X B ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT; AND EACH 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR W 35.76 FT TH S 31-16-45 W 11.29 FT TH N 77-25-04 W 105.59 FT TH N "" LPL/ OFFICE SHEET NUMBER DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL 12-34-56 E 28 FT TH N 77-25-04 W 30.59 FT TAP OF CURVE TH SWLY 52.96 SEPARATE PERMIT o . OFFICE ROOM NAME DAMAGES CAUSED BY CONTRACTOR. FT ALG ARC OF NON TANGENT CURVE TO ROT RAD 320 FT RADIUS PT BEARING RE UIRED FOR: J F- OOOD ROOM NUMBER C A. PREPARING All THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS N 69-42-59 W THRU C/A 09-28-59 TAP OF TANGENCY TH S 29-46-00 W [� Mechanical ¢ 0 / 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & ,,,,( � > FOR THE COMPONENTS OF ITS DESIGN BUILD UNDERTAKING. 49.36 FT 1H N 60-14-00 W 17.19 FT TH S 89-46-00 W 24.67 FT TH S u Electrical - WALL MATERIAL TYPE LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE p B. COMPLYING WITH THE PROJECYS REQUIREMENTS AND SPACE LIMITATIONS. DENSITY RATINGS FOR FINISH MATERIALS. 00-14-00 E 8.50 FT TH S 89-46-00 W 29.50 FT TH N 00-14-00 W 144.50 (� Plurnbing ¢ n/ C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. FT TH S 89-46-00 W 29.50 FT TH N 00-14-00 W 34 FT TH N 16-05-55 E ,..-f g L►� t -TYPE NUMBER D OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES 20:97 FT TAP - OF CURVE TH SELY 9.43 FT AEG ARC OF NON TANGENT CURVE IJ Gas Piping 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION City of Tukwila DOOR NUMBER HAVING JURISDICTION OVER THE PROJECT. TO LET RAD 968.50 FT RADIUS PT BEARING N 16-05-55 E THRU C/A lc�)BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE BUILDING DIVISION - FLOOR MATERIAL TYPE E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD 00-33-29 TAP ON SO CURVE TH N 15-32-26 E 33.50 FT TO TPOB LESS POR C FOR THE PORTIONS OF WORK WHICH THEY DESIGN. OZONE DEPLETING COMPOUNDS. LY WITHIN 30 FT CITY OF SEATTLE P L R/W -AKA REVISED LOT t OF CITY OF w 1 -TYPE NUMBER PLUMBING TUKWILA BURY LN ADJ NO 81-40 BLA RECORDING NO 8112160540 REVISING CITY m 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. OF TUKWILA SONY LN ADJ NO 81-1 BLA RECORDING NO 8102050389 EXISTING DOOR DESIGN BUILD -DEFERRED SUBMITTAL it PL -MISC. MATERIAL TYPE PROVIDE SUCH WRITTEN CERTIFICATION THAT THE CONSTRUCTION HAS BEEN a 1 TYPE NUMBER PERFORMED IN COMPLIANCE WITH THE PROJECTS APPROVED PLANS AND SPECIFICATIONS AS THE BUILDING OFFICIAL WITH JURISDICTION OVER THE PROJECT m MAY REQUIRE, OR AS. THE OWNER MAY REASONABLY REQUEST. `\ X DETAIL REFERENCE XXX KEYNOTE INDICATOR 12. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT REVISIONS. c"'> XX SHEET NUMBER TO THE SAME PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY No changes snail be made to the scone w s OR ON BEHALF OF THE PROJECT DESIGN TEAM, INCLUDING WITHOUT LIMITATION of word wdhout prior approval of the o XXX FINISH INDICATOR .THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING Tukwila Building COPYRIGHTS. A RECIPIENT IS GRANTED AT MOSTA TRANSFERABLE quire an. NOTE: Revisions will require a new plan DETAIL SECTION REFERENCE 0 NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; submittal antl may mdude additional plan review T XX REVISION AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR o SHEET NUMBER ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY FIRE PROTECTION z ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN < DESIGN BUILD -DEFERRED SUBMITTAL ® DETAIL SECTION REFERENCE RSSIONA STANDARD FORMATS AND CONVENTIONS AND WITH NO z XX SHEET NUMBER FIRE EXTINGUISHER CABINET GUARANTEE OF. THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF F COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE SO THAT ANY N W/ FIRE EXTINGUISHER USE WITH OR CONVERSION TO THE OTHER FORMS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE m X EXTERIOR ELEVATION REFERENCE o WALL -MOUNTED FIRE RISK. XX SHEET NUMBER EXTINGUISHER FILE P z Permit No. `t VICINITY MAP PROPERTY MANAGER ARCHITECT CONSULTANTS DEFERRED SUBMITTALS: Pautlanh :eweviovaos subject toorrorsana omissions Aoprovai of construchon documents does not gum: nze the vimaoon of any moored code or a DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND ordinance Receiv aoor red Fieio Copy and cons is acn wiedged.v ey o T TALON M MANAGEMENT PARTNERS T •g-r ,g TO N THE BUILDING DESIGN. IN GENERAL CONFORMANCE Dale: - -� r � WARE4a CU" 1`jl MI DE SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND i orm.w,a 1450 114TH AVE SE STE 205 SCOTT SULLIVAN ELECTRICAL ENGINEER CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. euaoirvc oivisioN - � 3 BELLEVUE, WA 98004 PH: (425) 289-4900 IRENE CONNOR DESIGN BUILD CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED l I :EVIEWED FOR o SSULLIVAN®talon-m.com 3015 112TH AVENUE NE, SUITE 205 98004. PH: 425) 670-6706 SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND 2JDE COMPLIANCE BELLEVUE..WASHINGTON. FAX: (425) 774-8219 PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL APPROVED iconnor@waremaicomb.com OF THE SUBMITTAL. a. SQoTOCEIA MECHANICAL ENGINEER DESIGN BUILD MAY 2,n4'0_19 I �W a _ �- Cdy of Tukwile BUILDING DIVISION w TUKWILA PARKWAY _ C, 181 PLUMBING ENGINEER a a DESIGN BUILD ---iiC il+Ei3 Y W o W C0 W J F- F 3 Y � � � w a=�a 00 00 N N m �uNo rn N 00 z a ¢ GREEN RtIER < MAY 16 ZO19 z 0 PAIPM: 1. CONNOR ¢ EEANS BLACK DR. w ? ® PERMIT CENTER LL DRAWN BY: JOB NO.: O.A SEA19-6042-07 n N BAKER BLVD. U N SHEET cp z m 4 � NO SCALE 0 15 7■ 1. N PROJECT SITE _ 3 0 Io C;AU I IUN: IF I HIS SHHU I IS NU I ,5U x42 11 IS A REDUCED HNIN 1 DEMOLITION NOTES FINISH NOTES CEILING DOTES FLOOR PLAN DOTES FIRE AUTHORITY NOTES PRE-CONST. MEETING = i a TW 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING 1. CONTRACTOR AND ARCHITECT TO REVIEWt. &APPROVE CHALK LINES OF PARTITION FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN 1. PRIOR TO START OF CONSTRUCTION, A PRE -CONSTRUCTION MEETING IS TO BE 10 ro ® D SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS,. ETC. LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. ADVANCE. HELD INCLUDING A RESPONSIBLE REPRESENTATIVE OF THE ARCHITECT, THE OWNER r z WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING AND THE GENERAL CONTRACTOR. THE DISCUSSION WILL BE IN REGARDS TO THE w c6 � COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME 2. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITION. BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE ARCHITECT -OWNER -CONTRACTOR AOC CORRESPONDENCE PROCESSES AND ( ) 0 'v SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHED WITH PRIOR TO ORDERING COLOR AND MANUFACTURER. 3, STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT PROCEDURES. AT A MINIMUM, THE FOLLOWING IS TO BE DISCUSSED: z •1 COURSE OF THE DEMOLITION WORK, ARCHITECT PRODUCTS. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N. STANDARDS. 2. AGO REGULARLY SCHEDULED MEETINGS m 0 " *4 0 DISCREPANCIES ON PLANS. 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL 3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN 2.1, WHEN 2. VERIFY LOCATIONS EXISTING MECHANICAL, PLUMBING AND ELECTRICAL 3. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION CONSTRUCTION. PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 2.2. WHERE 1 V A UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES; AIR DIFFUSERS, GRILLES, 2.3. HOW OFTEN p BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP APPROVED OR NOTED. ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE 70 BE LOCATED WITHIN 4. FIRE PREVENTION WATER SERVICE SHAM BE IN SERVICE PRIOR TO DELIVERY OF 2.4. IN PERSON VERSUS CONFERENCE CALLS 0 "- DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR 0'-4" OF'ADJACENT PERPENDICULAR PARTITION. COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 2.5. APPROXIMATE ALOTTED TIME PER MEETING a •� _ MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE CLARIFICATIONS. 0 w WITH STATE &LOCAL CODES. 6. CONTRACTOR - ACT SHALL USE 3 5/8" METAL STUDS MINIMUM A7 ALL PLUMBING 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN 3. CONSTRUCTION MEETING MINUTES ES a N 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY .WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES COMPLIANCE WITH LOCAL FIRE AUTHORITY. 3.1. FORMAT FOR THE MINUTES T � � ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. SHALL BE REPORTED TO THE. ARCHITECT. 3.2. CONTRACTOR TO AUTHOR THE MINUTES 0 >a LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT CONDITION. 6. FIRE SPRINKLER SYSIEM(S) SHALL MEET STATE &LOCAL FIRE CODES'AND BE ¢ C WALL SURFACE. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE 7. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-O" 4. FORMAL CHANGES IN THE WORK m - rt 6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. MOISTURE OR WHERE TILE IS USED. 4.1. ADDENDA AND BULLETINS ISSUED BY THE ARCHITECT N 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING E E LIMB G A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, AND SPRAY BOOTH. 4.2. CHANGE ORDER REQUESTS ISSUED BY THE CONTRACTOR a 9 J PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH 7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. 8. ALL PLUMBING SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL 4.3. CHANGE ORDERS ISSUED BY THE CONTRACTOR REQUIRED. IS REPRESENTATIVE OF. THE SURFACE TO REFINISHED. SUBMIT PAINT .WORK CODES. 7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES; INCLUDING EXTERIOR 4.4. TRACKING MECHANISMS wo SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. 8. NO COMBUSTIBLE MATERIALS SHALL BE USED. IN THE PLENUM SPACE, INCLUDING SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER 5. ALL EXISTING. CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING STATE & LOCAL FIRE CODES 5. REQUESTS FOR INFORMATION PROCESS o TELEPHONE,. PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON B. ONE 1 24" X 24"MOCK-UP WITH SAMPLE SEAM CENTERED OF ALL O ( ) DRAWINGS. 5.1. TRACKING MECHANISM o m THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED iN A CAREFUL MANNER SO FABRIC AND VINYL FINISHES AND COLOR. 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER 5.2 .DEFINE Cc: RECIPIENT LIST z AS. NOT TO DAMAGE ADJOINING CONSTRUCTION. SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE 5.3. STANDARD RESPONSE TIMES (2-5 WORKING DAYS IS STANDARD) � 2 °: 8 C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY CONTRACTOR SHALL COORDINATE ALL CLEAN -OUT LOCATIONS WITH EQUIPMENT, ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (TOO) OR '5 . 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING ARCHITECT. (NO EXCEPTION) AND CABINETS. SUBMIT A PLAN OF ALL. PROPOSED LOCATIONS TO ARCHITECT MORE. 6. SUBMITTAL PROCESS o' UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM. FROM DAMAGE. D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR COLOR/QUALITY CONTROL FOR APPROVAL PRIOR TO INSTALLATION. 9. = ELECTRICAL SUBCONTRACTORS TO 6A. TRACKING MECHANISM w d 2 o THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR 10. ALL SPRINKLER HEADS AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND INSTALL WIRING FOR FIRE SPRINKLER, ALARM 6.2. ISSUANCE SCHEDULE BY THE CONTRACTOR cza m 1-0 REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN 7. RETURNABLE, SUBMIT TO CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A. UNIFORM 11. ALL MILLWORK SHALL CONFORM TO STATE &LOCAL WOODWORKING STANDARDS. BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT: 6.3. DEFINE Cc RECIPIENT LIST � 0 w p a 0 CONJUNCTION WITH THE EXECUTION OF. HIS WORK. WHERE MATERIALS ARE NOT SAMPLES ARCHITECT ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD 6.4. STAMPED REVIEWED AND APPROVED BY CONTRACTOR PRIOR TO SUBMISSION w . m I m o � 7. ALL EXISTING BUILDING UTILITIES BEFORE PLACING FULL ORDERS. LOCATIONS FOR ARCHITECTS APPROVAL PRIOR TO. INSTALLATION. 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 6.5. NON -REQUESTED SUBMITTALS MAY NOT BE REVIEWED m u , 3 w SHALL REMAIN IN OPERATION DURING 8. SUBMIT SEAMING PLAN FOR ALL FLOOR FINISHES TO ARCHITECT FOR APPROVAL FABRICATION. 6.6, STANDARD RESPONSE TIMES (7-10 WORKING DAYS iS STANDARD) 6 . . 1 n • c , CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS 11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. -' o a ,2 '� "5 � THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION PRIOR TO ORDER. G.C. TO PROVIDE A SUBMITTAL 4I111 ALL LINEAR DIFFUSER LOCATIONS PRIOR TO 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION 7. SUBSTITUTIONS ¢ z 22 C �n 'a R' ii > v SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, INSTALLATION. APPROVAL PRIOR TO MANUFACTURE ANY CABINET WORK, MILLWORK AND ANY EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND DINER FIRE -PROTECTION 7.7. REQUEST FORMS WITH REASONS AND BENEFIT FOR SUBSTITUTION B a•B �'0 .n >�u+ m vrI NOF OT LESS NOT LESS THAN 24-HOURS IN ADVANCE. 9. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS W17H LONG LEAD TIMES. T OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. I � 8. THE CONTRACTOR. WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL 10. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, 8. PAYMENT APPLICATIONS a UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND 12. IN LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN 8.1. PROCESS w SPECIFICATIONS CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS TO ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT ICT ,8.3. SUBMITTAL DATE . 11. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF NOTED. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET LOCATION THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY &EXACT LOCATION g,3.. ANTICIPATED TURN -AROUND $ 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. OVERLAPPING ALL ACCESSIBILITY CODES REQUIREMENTS W17H COUNTERTOP MATERIAL THICKNESS FROM FIRE DEPARTMENT PRIOR TO ORDERING. o THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. INCLUDED. 9. PUNCH LISTS y INDICATED UNLESS NOTED E. FIELD VERIFICATION OF EXISTING 72. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: 9.1. ONLY ONE PUNCH WALK TO. BE PROVIDED BY DESIGN TEAM QUANTITIES CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. ENGINEER. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, BRACING, 2-A-106:C (FOR OFFICE), OR 10-A-80B:C (FOR WAREHOUSE), SHALL BE 9.2. CONTRACTOR TO PUNCH AND MAKE CORRECTIONS OR CREATE A MINIMAL CONTRACTOR. REQUIRED BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE LIST OF. CORRECTIONS PRIOR TO DESIGN TEAM PUNCH. � 13. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. PROVIDED WITHIN 75'-O" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE 9.3. A FINAL WALK. WILL OCCUR ONLY IF THE ARCHITECT IS CONTRACTED TO DO m A�j ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY FEET OR PORTION THEREOF ON EACH FLOOR. SO• o 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY F THE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS COORDINATED WITH THE ARCHITECT. CATALOG CUT SHEETS FOR ARCHITECTS APPROVAL. w p CONTRACTOR. VERIFY. THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING RESPONSIBLE FOR ALL FLOOR PREPARATION. 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, AREA, AND THE LOCATION WITH THE THE DOF 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING .FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL Z Q IS OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL 8E RUBBISH DONE IN A LEGAL MANNER. 14. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N. 16. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & EQUIPMENT INDICATED ON PLAN. VERIFY. REQUIREMENTS WITH MANUFACTURERS COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO G■ C. INSTRUCTIONS o o IY , 1t. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY 15. WHERE FLOOR -MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL w w L7` ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. TRIM CARPET. AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS APPROVAL. IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. � E W SUBMITTALS REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS OCCUPIED. 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK MATERIALS IN CLOSELY ( u DIRECTED BY THE OWNER. 16. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.O.N. 17. EMERGENCY LIGHTING SHALL BE 2 SEPARATE SOURCES OF POWER AND SHALL O ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & EXCEEDS 12'-O IN HEIGHT, AND 6'-0"GROUP A" PLASTICS 1. AT THE START OF JOB PROVIDE A SCHEDULE OF ALL ANTICIPATED SUBMITTALS 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING BUT NOT LIMITED COMPLY WITH THE NEC. CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. .FOR AND CERTAIN AND DATES. FLAG SUBMITTALS WHICH ARE OR COULD BE CRITICAL PATH. FLAG a x TO MECHANICAL, PLUMBING OR ELECTRICAL) ITWILLBE NECESSARY FOR THE 77. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED SUBMITTALS THAT WILL BE REQUESTED TO BE EXPEDITED FASTER THAN THE 0 CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR 18. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT 18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR 18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION. BY THE ARE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN STANDARD 7-10 DAYS. 0 z a REFINISH EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING CUT OR BEND STRAIGHT BASE 70 MAKE CORNERS. SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. ACCORDANCE WITH STATE &LOCAL FIRE CODES. . NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED 19: ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL 2. A SUBMITTAL LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND A z COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, HAVE DIRECTIONAL EXIT SIGNS. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. CURRENT COPY IS TO BE INCLUDED WITH EACH SUBMISSION. o N 19. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE wCODES. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY � REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE / "OPEN ON FINISH PLAN, ENLARGED FINISH PLANS &FINISH LEGEND. SHOWING THE SPECIFIC RATING. 3. ALL SUBMITTALS MUST BE REVIEWED AND APPROVED WITH A STAMP AND o Q IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE 20. FLOOR FINISHES TO CONTINUE UNDERNEATH FLOOR" AREAS OF MILLWORK, 20. CONTRACTOR SHALL PROVIDE. LAMPS WITH TYPE IC RATED HOUSING WHERE SIGNATURE BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION. THE REVIEW o WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH FIXTURES COME IN DIRECT CONTACT WITH INSULATION. 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING WILL INCLUDE BUT NOT BE LIMITED T0: V 0 INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. ARE OPEN TO THE FLOOR. SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE AND FIRE CODES. 3.1. CONFIRMING THAT THE SUBMITTAL MEETS THE REQUIREMENTS OF THE o m � CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF 2t EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES PAINT OR WALL COVERING MATERIAL. CONTRACT DOCUMENTS. 00 CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION: 21. FLOORS SHALL SLOPED R FLOOR DRAINS. COORDINATE WITH PLUMBING AND STRUCTURAL IN RATED CONDITIONS, CONFIRM REMAINING FLOOR AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM BATTERIES, UNIT ( 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY 3.2. COORDINATION HAS TAKEN PLACE WITH ALL INTERCONNECTING TRADES �" � O 00 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. A DRAWINGS. FLOOR THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. EQUIPMENT OR AN ON -SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3.3. THE SUBMITTAL IS COMPLETE AND COMPREHENSIVE 0 L n/ THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS.. STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC 4. REQUESTS ON SUBMITTALS FOR DIMENSIONS WHICH CAN BE DISCERNABLE 0fl� L 11 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION 22• CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW ENVELOPE, U.O.N. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FIR HORNS, STROBE THROUGH MATHEMATICAL MEANS FROM INFORMATION ALREADY PROVIDED ON THE w 0 0) AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR 23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL CONTRACT DOCUMENTS WILL NOT BE PROVIDED. 0 w O ,Z OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. WARRANTIES AND ADHESIVE PRODUCTS. MILLWORK NOTES OR RECESSED AND SOFFITS FOLLOWINGOR UTILITY PIPING, NSHELF STANDARDS & ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL 5. SUBMITTALS NOT REQUESTED BY THE CONTRACT DOCUMENTS MAY OR MAY NOT c_ . ^� O 23. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH ALL OTHER SIMILAR ELEMENTS TO BE REMOVED DURING THE BE REVIEWED AT THE DESIGN TEAMS DISCRETION. w Y F_ 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS ED DURING DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND i. n CONTRACTOR NoFv AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEW FINISH TO MATCH EXISTING DOOR NOTES 6 . SUBMITTALS ARE TO BE ROUTED THROUGH THE ARCHITECT AND ARE NOT TO BE -' W Z NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE MUST ARCHITECT /DESIGNER OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH EXISTING FINISH 70 PROVIDE CONSISTENT &CONTINUOUS FINISH. SENT DIRECTLY 70 ARCHITECTS. CONSULTANTS UNLESS SPECIFICALLY AUTHORIZED z m ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE 24. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. BY THE ARCHITECT. 0 BEEN TAKEN. SPECIFICATION TYPES ARE TO BE A RUSH TRANSITION. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR 0 1. f'� t^ V! Q 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT 25. FEATHER SUB -FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL 70 ORDERING PRODUCTS. 7. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL Q GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IN CASE 7. MINOR CHANGES IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAMS N z - N EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE FLOORING TO CARPET, FOR FLUSH INSTALLATION. 2. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL PRIOR TO FABRICATION TO IMMEDIATELY REVIEW. IF A CHANGE RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR _ LL � JJJ - REQUIREMENTS. RELOCATE EXISTING:AND/OR-PROVIDE SMOKE PROTECTORS AND ON FRAMING THE ALL AND pp,' OF DISCREPANCY. SCHEDULE, .THE CONTRACTOR.. WILL ISSUE -A CHANGE .ORDER REQUEST FOR REVIEW 0 z : _. ,. Q.:: LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 26. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING SHOP SU SUBSTITUTIONS DRAWINGS FABRICATIONS. ITS Tl N TO THE FOR ALL SHOP DRAWINGS AND FABRICATIONS ANY SHE ,` POWER ER � SIGNAL NOTES AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO PROCEEDING. w J 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT FLOOR TYPES MEET, VERIFY COLOR. FOLLOWING SPECIFICATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO ARCHITECT Y 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. � �s BARRIERS WHERE FABRICATION. 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: 27. CONTRACTOR TO HEAT CHEMICAL SEAM VINYL FLOORING AS PER / THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". m E O y MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER 3. CABINET MAKER TO COORDINATE & VERIFY WITH CONTRACTOR FINAL LOCATION FOR CANTILEVERED COUNTERS FOR IN -WALL SUPPORT BRACKETS, PRIOR TO 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE REQUESTS FOR INFORMATION (BFI's) o 't W A. FULL HEIGHT WALL FROM FLOOR TO CEILING. 'X' MANUFACTURER'S MAINTENANCE SPECIFICATIONS. GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR SUB -CONTRACTOR. 4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS, 1. THE GENERAL CONTRACTOR IS TO REVIEW ALL PROSPECTNE RFI's AND MAKE EVERY EFFORT TO ANSWER THEM BEFORE SUBMITTING TO THE DESIGN TEAM. � O > h- B. STUDS AT 24" O.C., WITH 5/8" TYPE GYPSUM BOARD. C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET IN -WALL SUPPORT BRACKETS MUST MEET ALL APPLICABLE ACCESSIBILITY CODES AND STANDARDS WITH COUNTER TOP MATERIAL THICKNESS INCLUDED. 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. 5. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATINGS. < }' Ft ' 19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET 4. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM ARCHITECT/INTERIOR 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE 2. MINOR CHANGES IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. DESIGNER ON SHOP DRAWING SUBMITTALS OR BY LETTER. POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE 6 ALLti1EiO TO BE LEVER -TYPE PER GOVERNING CODES &ACCESSIBILITY REVIEW. IF A CHANGE RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR %EG^EI AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST STANDARDSARE SCHEDULE, THE CONTRACTOR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW * ry tl%,�vILA 29. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED 5. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS & WALL STUD. AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO PROCEEDING. z T OF 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION LOWER CABINETS IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL OTHERS TO 4. WHEN OUTLETS ARE GROUPED TOGETHER OR MORE), THEY TO BE SPACED 7, DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE FINISH w 16 2019 ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. HAVE PLASTIC LAMINATE EDGE BANDING U.O.N. {2 ARE FLOOR. ALL OTHER OPERABLE. PARTS OF DOOR HARDWARE AS DEADBOLTS, LOG MAY 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48-HOURS IN 30. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS JOINTS AT / 6. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, NO MORE THAN 2" APART. (SUCH KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH 3. AN Rn IS 70 BE MAINTAINED BY THE GENERAL CONTRACTOR AND A CURRENT COPY IS TO BE INCLUDED WITH EACH RA SUBMISSION ALONG WITH ANY CENTER ADVANCE WITH THE OWNER. ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE UNLESS APPROVED PRIOR TO EACH JOB. 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE MOUNTED BETWEEN +15" TO BOTTOM RECEPTACLE AND +48" TO TOP OF RECEPTACLE FROM FINISH FLOOR. IF EXISTING BUILDING STANDARD EXISTS,. MATCH BUILDING STANDARD AND CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. CRITICAL RESPONSE DUE DATES. } m PERMIT CENTER 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS 7. ALL BASE CABINET ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT 4. BFI's REGARDING METHODS AND MEANS OF CONSTRUCTION WILL NOT BE REVIEWED I w ITS AN CRACKS. CH D R AND TO MAINTAIN PRODUCT'S WARRANTY. FINISH PLANS OR ELEVATIONS 8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE .AND WILL BE REMOVED FROM THE RFI LOG. 0 31. PRIOR TO PAINTING WALLS MUST BE PATCHED AND REPAIRED CLEAN N DRY AND R 6. ALL NEW WALL MOUNTED 15 20 AND 30 AMP OUTLETS RECEPTACLES TO BE 9. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. 23. A7 FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE OF 8. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE/POLYESTER OR 'CENTERED AT +18" A.F.F., U.O.N. m o: EXISTING BOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED. 10. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME CHANGE ORDERS 3 PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. 7. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, THROAT THICKNESS' FOR EACH LOCATION. L A COMPLETE SCHEDULE OF VALUES OF THE BASE CONTRACT IS TO BE PROVIDED CONTRACT JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO 9. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE w 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR RECEIVING NEW PAINT FINISH APPLICATION. EXTERIORS SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. TO THE OWNER AND ARCHITECT PRIOR TO THE START ANY WORK. _ o CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL 11. ALL DOOR FRAMES TO BE FACTORY FINISHED, U.O.N.. - THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO 32. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR 10. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. 8. LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND 'z REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO BUCKLING AND HIDE ALL SEAMING OR BUMPS. WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR 12. ALL WALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. 2. ALL CHANGE ORDER REQUESTS ARE TO BE REVIEWED AND APPROVED BY THE a MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING 11. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED. PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE OWNER AND ARCHITECT PRIOR TO SUBMISSION OF A CHANGE ORDER. z0 INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY 33. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF POWER FEED. 13. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT INSPECTOR. SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.Q.N. HIGH 12. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR "FRONT TO BACK" FILING AND EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 0 w TRAFFIC WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL / BE ABLE TO ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX TYPE FILE 9. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE 3. CHANGE ORDER REQUESTS ARE TO INCLUDE A COMPLETE BREAKDOWN BY TRADE 25. COORDINATE EXISTING. SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. FOLDERS, UNLESS NOTED AS LATERAL PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. 14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF "AS ALONG WITH TRADE BACK-UP AND UNIT PRICING WHERE APPLICABLE, . SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY NOT ABLE TO REFINISH TO NEW" CONDITION. FIRE DEPARTMENT. 34. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND 13. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. WHERE N0. 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER 4. A CHANGE ORDER REQUEST AND CHANGE ORDER LOG IS TO BE MAINTAINED BY z CEILINGS TO MATCH ADJACENT PAINT COLOR AS. SPECIFIED. BACKSPLASH IS SPECIFIED, COUNTER TOPS TO BE SCRIBED TIGHTLY TO BACK & SPECIAL CONVENIENT LOCATIONS. 15. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL THE GENERAL CONTRACTOR AND SUBMITTED ALONG WITH EACH CHANGE ORDER 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION SIDE WALLS. KNOWLEDGE OR EFFORT. REQUEST. a PHASE. PROTECT ALL OPENINGS FROM .WEATHER CONDITIONS AND SECURE THEM 35. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE 11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, TO. PREVENT VANDALISM. PATCHED AND REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED AND 14. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. 16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPENABLE FOR ALIGNED, SO, AS 70 LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW OF BASE, UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. PROJECT SCHEDULE 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND BE CAULKED SEALED, VERIFY EITHER MATCHING COLOR CAULK OR CLEAR 12. CUT-OUTS FOR SWITCHES OUTLETS, ETC. AS REQUIRED BY THE CABINET 17. IF BUILDING STANDARDS 1. A COMPLETE CONSTRUCTION SCHEDULE OF ALL PORTIONS OF THE WORK TO BE WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDED SILICONE. CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE, PROVIDED TO THE OWNER m m APPROVAL FROM THE OWNER. SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING MORTAR U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER DOOR AND RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR AND ARCHITECT PRIOR TO START OF ANY WORK. 0 BED/BOND COAT AND WALL TILES. 15. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. � 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS ESPECIALLY FOR SINKS U.O.N. 2. THE SCHEDULE SHALL NOT EXCEED TIME LIMITS CURRENT UNDER THE CONTRACT INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR 36. ALL WALL TILES ARE TO HAVE A MORTAR BED/BOND COAT THICKNESS TO 13. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS DOCUMENTS. REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST; LICENSED BY THE STATE, FOR SUCH SERVICES ACCOMMODATE THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE i6. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE DIFFERENT, MATCH BUILDING STANDARD. GLAZING NOTES 3 SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. BANDING ON ALL DOORS TO MATCH FACE MATERIAL 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING 3.. THE SCHEDULE SHALL E REVISED AT APPROPRIATE INTERVALS AS REQUIRED BY o 37. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE 17. SEE SPECIFICATIONS ROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. �' STANDARD COLOR COVER PLATE. THE CONDITIONS OF THE WORK AND PROJECT AND THE CONTRACTOR SHALL s 29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING NOTIFY THE OWNER AND ARCHITECT 1F FOR ANY REASON THE SCHEDULE IS `2 FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO TRANSLUCENT GLASS TILES. 18. COUNTERTOPS SHALL HAVE A NOSING OF COUNTERTOP MATERIAL. AT LEAST 3" 15. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL 1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE EXTENDED. a STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) DEEP, WHEREBY THE COUNTER MATERIAL EXTENDS INTO THE INSIDE OF THE INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. AND THICKNESS OF THE GLASS. o OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING 38. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, CABINET, I.E. OVER THE DOOR PRESENT). 4. A THREE WEEK LOOK -AHEAD SHALL BE REVIEWED REGULARLY A7 EACH AGO INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH .(WHEN 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION 2• GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. MEETING WHICH WILL BE IN -LINE WITH THE OVERALL CONSTRUCTION SCHEDULE. z DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS 19. END PANELS AND FRONT EDGES OF EDGE PANELS WHICH ARE PROUD OF. THE CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND INTERIOR CABINET SHALL BE FACED 70 MATCH DOOR FRONTS. WITH TENANT. 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. ,I THE ORIGINAL FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES. ELEMENT(S). 20. ALL HINGED DOORS TO HAVE CLEAR SILENCERS TOP AND BOTTOM ON DOOR (NOT 17. ALL/ANY CARE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO 4. FIXED OR OPERABLE GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN THE a 39. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER CABINET). DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS BUILDING CODE SHALL BE TEMPERED GLASS(SAFETY GLASS). a30. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT REQUIRED TO MAINTAIN FLOOR FIRE RATING. R 10, NOTES POSSIBLE. OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. 21. ALL DRAWERS GLIDES. SHALL HAVE SILENCERS BUILT INTO THE GLIDE AND NOT 5. GLAZING IN SWINGING, SLIDING AND BIFOLD DOORS SHALL BE TEMPERED. .DESIGN LJUILD __ INSTALLED ON THE DRAWER OR DRAWER FRONT. 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT 1ne1me1- IInel n,-1 el 1nn.me1- cu e.I oo 1- ou'. unoec ne r. `w LU LU � illill I 32. ALTERNATE CONSTRUCTION WASTE DISPOSAL -RECYCLING OF ACOUSTICAL TILES A. CEILING MATERIAL BEING RECLAIMED MUST BE KEPT DRY AND FREE FROM DEBRIS. B. BEFORE DISPOSING OF CEILINGS, CONTACT THE ARMSTRONG RECYCLING CENTER OUN IKUL JUINI SPAUING tUK WALLS AND ULIUNGS WIIHUUI PLRIMLILK HLLIEF IS 30 LINEAR FEET OR 900 SQUARE FEET. OF SURFACE AREA, WITH PERIMETER RELIEF IS 50 LINEAR FEET OR 2.500 SQUARE FEET OF SURFACE AREA, EXTERIOR JOINT SPACING IS RECOMMENDED AT 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA. 22. ALL DRAWER GLIDES SHALL BE FULL EXTENSION. 23. ALL HINGES SHALL OPEN f105', EXCEPT WHERE CABINETS ARE ADJACENT TO THE WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP THE DOOR PULL FROM DAMAGING THE WALL. �.,n 1 - ` ... `VV""" 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT LOCATIONS OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED. 7. GLAZING IN WINDOWS: ALL GLAZING THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE TEMPERED: 7.1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF. 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER. UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO rn z o a 0 IZ PA! PM: I. CONNOR DRAWN BY: O.A JOB NO.: SEA19-6042-01 AT 877-276-7876, SELECT OPTION #4 TO TALK 70 A CONSULTANT. THEY. WILL THE 41. CONSTRUCTION JOINTS (EXPANSION JOINTSI AT GYPSUM BOARD ASSFMRI.IFS 7.2. THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. cunTrucc en CATED ON THE DRAWINGS FOR n w o- .", .,. . ...... ...... .. ...EE.., .. .,....., ...,.., L3. THE IVP tUGL IS GRLA TER THAN 36- ABOVE THE FLOOR. _...._ .__ .._ _.. _., _.. THE ............,., FOR ,....�. �..�....� �, REQUIREMENTS FOR RECYCLING. CONSULTANT WILL PROVIDE ASSISTANCE TO CONSTRUCTION JOINTS ARE REQUIRED AT CONTINUOUS GYPSUM BOARD SURFACES 7.4. WALKING SURFACE IS WITHIN 36" ONLY. z FACILITATE THE RECYCLING OF CEILING MATERIAL. WITH DISSIMILAR WALL STRUCTURE. a SHEET 8. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED 0 CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR LIGHT FIXTURES. 0 m z ARCHITECTURAL GLAZING MATERIALS. a ,I 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH > 9. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITE SITUATIONS, SILICON IS TO BE CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE ■ N PROVIDED U.O.N. RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF 1. ROOF -MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. 3 CAU I IUN: IF IHIS SHEEI IS NU SU X42 11 IS A HEDUCEL) HHINi 2 rn �k _& ------------ 60"MIN ACCESSIBILITY NOTES '60" MIN. '48' MIN. 0.241" TO 0.300" DOOR 4 WIDTH SINGLE BRAILLE CELL 1. "THE ACCESSIBILITY GUIDELINES AND CODES" MENTIONED BELOW REFER TO ALL APPLICABLE LOCAL/STATE BUILDING CODES REFERENCED ON THE PROJECT DATA SHEET OF THIS SET IN ADDITION TO THE FEDERAL REQUIREMENTS OF THE ADA (THE AMERICANS WITH DISABILITIES ACT). 2. DETAILS ON THIS SHEET ARE FOR REFERENCE ONLY, REFER TO THE ACCESSIBILITY GUIDELINES o 0 o o (C) (A) AND CODES FOR ALL ACCESSIBILITY REQUIREMENTS. ----Go 0 0 00, 3. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE ACCESSIBILITY GUIDELINES AND BLANK CELL SPACE CODES. BETWEEN WORDS L 48- MIN. m DOOR 4. ANY DISCREPANCY CONTAINED HEREIN DOES NOT RELIEVE THE GENERAL CONTRACTOR OR OWNER ��; q WIDTH WIDTH FROM COMPLYING WITH THE ACCESSIBILITY GUIDELINES AND CODES. o 6y__,RIII DOT CIRCULAR TURNING SPACE AISE 0 0( 00 48" MIN. ...... BASE--- P_ w �s c5 4— i7 1, 00 1 0 0 0.059" TO 0.06Y ----- ------ 12' 36" MIN. 12" o I 1 0 (0� MIN. MIN LID 9j _uIL -F NO RAISED DOT T-SHAPED TURNING SPACE (B) DOT HEIGHT 0.025" MIN. TO 0.037" MAX. TWO DOORS IN SERIES MEASURED CENTER TO CENTER. IN M, ------------ SIZE OF CLEAR FLOOR BRAILLE MEASUREMENT 48" MIN. *SPACE DOORS, DOORWAYS & GATE' SCALE: N.T.S. IACSI-Braille-l-CC-01 -------- ------- z I SCALE: 1/4"=I'-0" [A 0 AR NOTES: I �FR�AR�Yj E -------- 1 1. FLOOR CHID WIND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY NTH (FLOOR OR GROUND SURFACES & CHANGES N LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR LAN INDS. --------- ----------- �M ------ mmammmmmmimmmm " MIN. 2. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2' HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS ------- III NINE 1 30" MIN. BHA COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL) DETAIL 3. EL HANLDLES, PULLS, LATCHIES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND (B) PARALLEL BHA NOT REQUIRE TIGHT GRASPING PINCHING OR TWOING OR THE WRIST. SIZE AND POSITION OF CLEAR FLOOR (A) FORWARD A. THEFORCEREQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. ;6 ------- 5. SPACE 6. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 3f MIN. AND 48" MAX. ABOVE THE FINISH FLOOR OR GROUND. (a) (b) WHIR SLIDING DOORS ARE IN THE FULLY OPEN FOSDICK, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SAM DOOR D GATE CLOSERS SHALL BE ADJUSTED SD THAT FROM AN OPEN POSITION OF 90* THE TIME REQUIRED TO MOVE THE DOOR TO FRONT APPROACH SIDE APPROACH A POSITION OF IT FROM THE LATCH IS 5 SECONDS MIN. u I L DOOR AND DATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITON OF 70' THE DOOR OR GATE SHALL MOVE TO ILL CLOSED POSITION IN 1.5 SECONDS MIN. *1111121131111 ------- ------------ ------ - 9. TILE FORCE FOR PUSHING OR PULUNG OPEN A DOOR OR GATE SHALL BE AS FOLLOWS-. INTERIOR HINGED DOORS AND GATES. 5 LBS (22.5 N) MAX. q> 9SLIDING OR FOLDING DOORS: 5 IRS (22,5 N) MAX. 9:1. REQUIRED FIRE DOORS-. THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS (6&7 N). 0 22 . N. �4 MINI I EXTERIOR HINGED DOORS: 5 LOS (22.5 N) MAX --------- i. 4m �r VERTICAL A SMOOTH Ekk ID. SWINGING DOOR AND GATE SURFACES WITHIN 10' OF THE FINISH FLOOR OR GROUND MEASURED VERIICALLY SHALL HAVE POSITION AND HEIGHT ------------ ------- SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR CAL 0� J NTS -------- OF BRAILLE L 11127=1 IN THESE SURFACE SHALL BE WITHIN Ille OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE TEIDGE&D CHARACTER HEIGHT L (C) (d) CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. I WERE AUTOMATIC AND POWER -ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART OF A MEANS OF EGRESS THE 60" MIN, POCKET OR HINGE APPROACH STOP OR LATCH APPROACH CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32' MIN. WHEN OPERATED IN EMERGENCY MODE. AREA OF REFUGE 36" MIN. MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS MANEUVERING CLEARANCE SLIDING DOORS, GATES AND FOLDING DOORS MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL < IN AN ALCOVE, FORWARD APPROACH APPROACH 32" MIN. 32" MIN 32" MIN. 36" MIN CLEAR FLOOR OR GROUND SPAL&j� DOORS, DOORWAYS & GATES I, t + + '+ SCALE: 1/2"=V-0" IACMI-Floor-space-I -G, 12 SCALE: 1/4"=V-0" IACDR-2jCC-OI HEIGHT OF RAISED CHARACTER ABOVE NOTES: 4" MAX. FINISH FLOOR OR GROUND t ROM AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 4- 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSFIIGN OR PAD. (B) (C) CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT MAX A)L (A) (D) SHALL COMPLY WITH CARPET PILE HEIGHT FIGURE BELOW. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SIGN HINGED DOOR SLIDING DOOR FOLDING DOOR DOORWAYS WITHOUT DOORS SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE CARPET EDGE SHALL COMPLY WITH CHANGE IN LEVEL FIGURES BELOW. A, U -MITED I UNLIMITED, "MI D CLEAR WIDTH OF DOORWAYS > ----------- ------- v X > 12" 4 4- CENTERED ON TACTILE MEN- NOT IN < bMAX. MAX 18" CHARACTERS POST 112"1 MIN I PICTOGRAM v +T MIN. A FIELD CARPET PILE HEIGHT VERTICAL CHANGE IN LEVEL LOCATION OF SIGNS AT PICTOGRAM FIELD DOMINANT DIRECTION OF TRAVEL (A (B) DOORS LONG DIMENSION 1/2' MAX. <1_1_� LIMITS OF PROTRUDING POST MOUNTED PROTRUDING OBJECTS 1�� z OBJECTS I_ (A) PERPENDICULAR To FRONT APPROACH, PULL SIDE DOMINANT DIRECTION EXCEPTION HANDRAILS IF BOTH CLOSER AND LATCH ARE PROVIDE PIP 4 SIGN 4 M4 AIL A� V T P.� 7AJ OF TRAVEL SHALL BE PERMITTED TO (B) PROTRUDE 4-1/2- MAX. FRONT APPROACH, PUSH SIDE OM v - ------ < --------- ------------- ELONGATED OPENINGS IN FLOOR OR m 4> 4> INTERNATIONALGROUND SPACE BEVELED CHANGE IN LEVEL k SYMBOL IN SYMBOL 36" MIN. \t42" �Mft OF ACCESSIBILITY ILL] 1. i, �s OF ACCESS FOR HEARING LOSS FLOOR OR GROUND SURFACES REDUCED VERTICAL CLEAR. C ----- ------ - SIGNS CHANGES IN LEVEL 13 PROTRUDING OBJECTS rn SCALE: N.T.S. IACSI-SignsJCC-(,, 18 SCALE: N.T.S. JACMI-Floor-surfac SCALE: 114"=l'-T [AGMI-Protruding-objectsjCC-01 (C) (D) �, �u HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE 20" MAX. >20"-25" MAX. IN.- -10N Re �5� I ----------- _i _____ 24" MI < ?2" MIN ------ ---- --------- --- 17"-25 MAX. Ic! 5e MIN. IF CLOSER IS PROVIDED. (A) (B) - I ELEVATION PLAN (F) TO CLEARANCE UNOBSTRUCTED FOR H OBSTRUCTED HIGH FORWARD REACH LATCH APPROACH, PULL SIDE IF BOTH CLOSER AND LATCH ARE PROVIDED. rll_111�, � � 6 7�r �11 1 8.- r 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED. MIN -----x < (E) ---------- HINGE APPROACH, PUSH SIDE ----- 'IT < A m ;j i 52 24" IN. 51 ------------ 25" 11" MAX. 10" MAX. (A) 10" MA)L (B) > 10"_ MIN. (A) (B) OBSTRUCTED HIGH SIDE 24!' MAX. ELEVATION PLAN UNOBSTRUCTED HIGH REACH KNEE CLEARANCE SIDE RLAIF1 MAXIMUMDEPTH REACH DEP 11-%.) U 3 (51 (125mm) (,150.m) (230mm) F(2..mm)] (") 48 MIN. IF CLOSER iS PROV@EU. (G) I LATCH APPROACH, PUSH SIDE I REACH H HEIGHT I - 1220 M.)l (11,10 m.) 1 (1065 mm) J 1 ('015 —) 1 (915 mm) - 1 (865 m.) I KNEE AND TOE CLEARANCE REACH RANGES MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS SCALE: 1/4"=1'-O" IACMI-Knee-toe-clearJCC-01 SCALE: 1/4"=V-0" IACMI-Reach-rangeJCC-01* ----------- +V2&+ 48" MIN. SPOUT 7" Mill /'- OUTLET OUT OU ET r-.ECFIVED MAX. A 5" MIN. ;�l M 24" AN CITY OF I*=VILA MAY 16 2019 A -------- MEMBOW. PEWT CENTER (A) CLEAR WIDTH OF AN ACCESSIBLE ROUTE PULL SIDE 6.Q T1 5jI N 7EVTED FOR ,"--E EQUIPMENT PERMITTED IN _41'It/Z Mill. ------- --------- COMPLIANCE MAX. MIN. SHADED AREA STANDING 6" F8 ED, �5 <�5 DRINKING MAX. MIN. ED 1114AR 2� i , APPROVED WHEELCHAIR ACCESSIBLE APPROACH 55 '42" MIN. "I DRINKING FOUNTAIN FOUNTAIN LAVATORY URINAL IN 2 4 2019 A------- '41Id I N ' �-L QC14 yoffukwifa 2 mBUILDING DIVISIO N (B) (C) PUSH SIDE PUSH SIDE, DOOR PROVIDED F WITH BOTH CLOSER AND LATCH 42" MIN. L L 42- MIN. L L 36- MIN. L L 36- MIN. L -INSULATE EXPOSED FRONT & S11 E 1 44 1 PIPES AND SURFACES APPROACH FIXED TABLE OR (A) xtt (13) X < 48" MIRROR VATORY MIRROR NOT OVER A ACCESSORIES COUNTER MANEUVERING CLEARANCE AT RECESSED DOORS 180* TURN 180- TURN (EXCEPTION) LAVATORY CLEAR WIDTH CLEAR WIDTH AT 180' TURN MOUNTING HEIGHTS DOORS, DOORWAYS & GATES SCALE: 1/4'=l'-O" IACMI-CIeGr_Width_JCC-01(15 SCALE: 1/4"=1'-O" IACMI-Mounting-JltJCC-01 1O SCALE: 1/4"=V-0" IACDR-1_FCC-01� o 41 r z o 42 0) < < o z 9 < R..5 tb.5 R z LL :SIM < Ln uj ui C) co U) c/) LIJ < U, U, N 8 PA / PM: LCONNOR DRAWN BY: JOB NO.: I SHEET AO.0 SHEET AO.0 CAU I IUN: IF 1 HIS SHEE I IS NU I 5U x42 11 IS A REL)UUEL) PHIN I 1/811=11-011 0 4' a, 16' 32' '!LA PERMIT CENTER OCCUPANCY AND EGRESS PLAN SCALE: 1/8"=1'—O' SEE SHEET AO.1 & AO.2 FOR ADDITIONAL GENERAL NOTES OCCUPANCY & EGRESS NOTES FTJ EXISTING STAIR TO REMAIN. EXISTING ELEVATOR TO REMAIN. EXISTING TENANT SEPARATION WALL TO REMAIN. ® NEW TENANT SEPARATION WALL M EXISTING ACCESSIBLE RESTROOM FACILITY TO REMAIN. © EXISTING CORRIDOR TO REMAIN. MAXIMUM TRAVEL DISTANCE TO EXITS: (1017.2 SPRINKLERED BUILDING) B/BUSINESS 300 FEET MAX. LEGEND r IIEVVED FOR_ MAXIMUM TRAVEL DISTANCE APPROVED AREA NOT IN CONTRACT (N�-)E CO Lc.). city Of Tukwila AREA CLASSIFIED AS "B" OCCUPAN ING DIVISION AN OCCUPANT LOAD OF 15 PEI, 18 AREA CLASSIFIED AS "B" OCCUPANCY WITH AN OCCUPANT LOAD OF 20 PER IBC 2015 AREA CLASSIFIED AS "B" OCCUPANCY WITH AN OCCUPANT LOAD OF 100 PER lBC 2015 OCCUPANCY & EGRESS LEGEND REQUIRED EXIT. EXISTING EXIT. 6E EXISTING CEILING —MOUNTED EXIT SIGN TO REMAIN NQIF- ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. = -s � � 0 C.) LU O oo 00 Z)z Z (00 0 Qz pi z n U) W E r <If (.5 06 lqt D WO > e-0 Fy O O O z z D 0O PA I PM: LCONNOR rn F7 DRAWN BY: O.A JOB NO, SEA19-6042-01 SHEET A1.1 1 ,,�31 �A31 MAY 16 2019 O CAU I IUN: IF I HIS SHEE I IS NU I .5U x42 11 IS A KEUUCEU PRIN I ..,,.4 FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2-1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, S. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, :unit equipment or an on -site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0 1 footcandle measured along the path of egress at floor level. Illumination levels shall be .permitted to decline to OS footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency fighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded: GENERAL NOTES: SEE SHEET AO.1 & AO.2 FOR ADDITIONAL GENERAL NOTES THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. _ 10 pi EXISTING CEILING GRID & TILES TO REMAIN THROUGHOUT, U.O.N. PATCH & REPAIR GRID AS REQUIRED AND REPLACE DAMAGED TILES.. AS NEEDED. D2 REMOVE EXISTING LIGHT FIXTURES THROUGHOUT AS INDICATED, U.O.N. SAVE FOR REUSE. CLEAN FIXTURES AS REQUIRED FOR "LIKE NEW" CONDITION. RE -LAMP AS REQUIRED. D3 I THE LIGHTING IN THIS ROOM IS EXISTING TO REMAIN. DEMOLITION FLOOR NOTES FD211 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN. D272 REMOVE DOOR ASSEMBLY. SAVE FOR POSSIBLE RELOCATION OR RETURN TO BUILDING STOCK. D23 CUT -IN SECTION OF WALL AS REQUIRED FOR NEW 3'-0" DOOR. D24 REMOVE MILLWORK & SINK. PREP AREA FOR NEW. BUILDING STANDARD UPPER & LOWER MILLWORK WITH NEW SINK. D 55 REMOVE POWER/SIGNAL OUTLETS AS SHOWN. D26 REMOVE ALL WALL AND FLOOR FINISHES THROUGHOUT. PREP FOR NEW FINISHES PER FINISH PLAN. p27 EXISTING EXTERIOR WINDOW BLINDS TO REMAIN, UNLESS DAMAGED BEYOND REPAIR. CLEAN EXISTING BLINDS AS REQUIRED FOR "LIKE NEW" CONDITION.. REPLACE ANY DAMAGED OR MISSING BLINDS TO MATCH EXISTING. 2016 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, S. Exterior landings and areas used for exit discharge. I ' DEMOLITION CEILING PLAN 0 4' 8' 16' 32' SCALE: 1/8"=V-0'. f- JIEVv`ED FOR JE COMPLIANCE L ROVED 2 4 2019 f Tukwila G DIVISION IaECEIVED CITY OE i U MVILA MAY 16 2019 LEGENDS PERMIT CENTER INDICATES AREA NOT IN CONTRACT (N.I.C.) CEILING LEGEND EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO BE REMOVED - SAVE FOR RELOCATION r ---- n EXISTING 2'x4' LIGHT FIXTURE TO BE REMOVED - SAVE FOR i___ RELOCATION ___ p- EXISTING 2'x4' EMERGENCY LIGHT FIXTURE TO BE REMOVED EXISTING 2'x4' LIGHT FIXTURE TO REMAIN ,if EXISTING CEILING -MOUNTED EXIT SIGN. TO REMAIN WALL LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED fn z J rY < 0� 0 J LL in Z Q U z J_ LJ U W F- w U > Y r W J LL W w 0 0 o 0 F N N 1_ N N 0 W N N G 0 N N o 0 Q PAt PM: 1. CONNOR- DRAWN BY: O.A JOB NO.: SEA19-6042-01 0 a SHEET N U Z QAU 0 N &Le I W91OW UAU I IUN: IF I HIS SHEE I IS NU 1 .50 x42 11 IS A KEUUUEU PKIN I LEGENDS INDICATES AREA NOT IN CONTRACT (N.LC.) INDICATES AREA OF CEILING FOR BID ALTERNATE C-ILEEILIING LEGEND I I EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED PROVIDE NEW 2'x2' LIGHT FIXTURE. i& EXISTING CEILING -MOUNTED EXIT SIGN TO REMAIN NOTE; ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. WALL LEGEND EXISTING PARTITION TO REMAIN C PROVIDE NEW PARTITION TO UNDERSIDE OF CEILING A5.1 NOTE: SEE METAL WALL STUD TABLE ON SHEET A5.1 TO SELECT APPROPRIATE WALL STUD SIZE FOR WALL HEIGHT. �.E.J SUITE. STANDARD DOORS ARE AND SHALL MATCH EXISTING BUILDING STANDARD SOLID CORE DOORS AND CLEAR ANODIZED FRAMES. A CONFIRM WITH PROPERTY MANAGEMENT AVAILAIBLITY OF BUILDING STOCK. IF NO STOCK AVAILABLE, PROVIDE AND INSTALL NEW DOOR AND FRAME ASSEMBLY TO MATCH SUITE STANDARD LISTED ABOVE. B CONFIRM WITH PROPERTY MANAGEMENT AVAILAIBLITY OF BUILDING STOCK. IF NO STOCK AVAILABLE, PROVIDE AND INSTALL NEW DOOR AND FRAME ASSEMBLY WITH SIDELIGHT. SIDELIGHT IS 24" WIDE. SIDE LIGHT AND FRAME TO MATCH EXISTING BUILDING STANDARDS LISTED ABOVE. C EXISTING DOOR AND FRAME ASSEMBLY TO REMAIN. D PROVIDE AND INSTALL NEW DOOR WITH TEMPERED GLASS INSET AND FRAME ASSEMBLY TO MATCH SUITE STANDARD LISTED ABOVE. HARDWARE: DOOR HARDWARE SHALL BE AN ACCESSIBLE LEVER STYLE. HARDWARE TO MATCH EXISTING BUILDING STANDARDS. 1/8-v-0° 1 PROVIDE AND INSTALL NEW PASSAGE SET HARDWARE SET WITH CLOSER TO I I I I I I REFLECTED CEILING PLAN ,, N MATCH SPECIFICATIONS LISTED ABOVE. 0 4' 8' 16' 32' SCALE: 1/8"=1'-0" 2 PROVIDE AND INSTALL NEW OFFICE/ENTRANCE FUNCTION LOCK SET HARDWARE SET AND WALL MOUNTED DOOR STOP TO MATCH SPECIFICATION LISTED ABOVE. 3 PROVIDE AND INSTALL NEW STOREROOM FUNCTION LOCK SET HARDWARE SET AND WALL MOUNTED DOOR STOP TO MATCH SPECIFICATIONS LISTED ABOVE. 4 EXISTING DOOR HARDWARE TO REMAIN. O 4" TYP. o O FLOOR PLAN SCALE: 1/8"=1'-O' GENERAL NOTES: SEE SHEET AO.1 & AO.2 FOR ADDITIONAL GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. REFLECTED CEILING NOTES 1. SEE SHEET A3.1 FOR FINISHES. 2. PROVIDE SOUND BOOTS AT ALL R/A DIFFUSERS AT ALL OFFICES, TRAINING ROOMS AND CONFERENCE ROOMS. FLOOR NOTES 1. FOR METAL STUD SIZES AND SPACING SEE LIMITING WALL HEIGHT TABLE L/240 2. ALL WALL STUDS TO BE 3-5/8 U.O.N. 3. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR ARCHITECT UPON COMPLETION. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 5. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. 6. ALL DRYWALL CORNERS. AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD. ALL EXPOSED EDGES TO BE FINISHED WITH METAL TRIM, 7. INTERIOR GYPSUM BOARD WALL SHALL CONFORM TO ICC REPORT ESR-i338. REFLECTED CEILING NOTES Ft THE CEILING/ LIGHTING IS EXISTING TO REMAIN THROUGHOUT. U.O.N. iA. BID ALTERNATE #1: THE CEILING/ LIGHTING IN THIS IS TO BE REPLACED TO MATCH EXISTING SUITE 110 CEILING/LIGHTING. 4g BID ALTERNATE #2: THE CEILING/. LIGHTING IN THIS IS TO BE REPLACED TO MATCH EXISTING CEILING/LIGHTING IN THE EXPANSION PORTION IDENTIFIED BY THE HATCHED AREA. M DASHED LINE INDICATES LOCATION OF UPPER CABINETRY TYPICAL INSTALLATION OF LIGHT SWITCHES 15 AND T-STATS THROUGHOUT, U.O.N., SEE A5.2 ® TYPICAL INSTALLATION OF LIGHT SWITCHES 16 AND T-STATS AT ROOMS WITH SIDELITES, SEE A5.2 FLOOR PLAN NOTES 21 NON -RATED INFILL WALL WHERE DOOR REMOVED. MATCH ADJACENT CONSTRUCTION. 22 PROVIDE NEW UPPER & LOWER CABINETRY WITH DRAWERS, BACK SPLASH AND SINGLE -BASIN STAINLESS STEEL SINK WITH FAUCET. PROVIDE GARBAGE DISPOSAL AND INSTA-HOT. 2-3-1 NEW REFRIGERATOR TO BE PROVIDED AND INSTALLED BY TENANT. F-247I PROVIDE NEW BACKING SUPPORT BEHIND WALL -MOUNTED EQUIPMENT LOCATIONS. SEE A5.1 r_2_5FI NOT USED. 26 NEW WALL MOUNTED PROJECTION SCRREN TO BE PROVIDED AND INSTALLED BY TENANT, SPECIFICATIONS: T.B.D. 27 SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY POTTER-ROEMER. CABINET TO BE ALTA SERIES #7013-DV, STEEL WITH RECOATABLE WHITE FINISH - PAINT (SEMI -GLOSS) TO MATCH ADJACENT WALL. EXTINGUISHER TO BE #3005, 2A:10B: C. SEE A5.1 rvR VIPLIANCE • ' ` AePROVED h Me.il2¢2M9 City of Tukwila BUILDING DIVISION nECEiVE-D CIT`! OF i"¢s'MVILA MAY 16 2019 PERPAIT CENTER Y ♦'�^ vJ Q Z W � J CL I 0 O Q o z Q Z J LLI � U rnw W K U a W o0 J o 0 I=- N rn rn w N o N 0 0 PA PM: I. CONNOR DRAWN BY: O.A JOB NO.: SEA19-6042-01 SHEET z m a z a UAU I ION: II- I HIS `;HEH I IS NO 1 .50 x42. 11 IS A KEL)UUUU FAIN I POWER AND SIGNAL PLAN SCALE: 1 /8"=l'-O' LEGENDS GENERAL NOTES: INDICATES AREA NOT IN CONTRACT (N.I.C.) POWER & SIGNAL LEGEND NOTE: ALL OUTLETS ARE EXISTING TO REMAIN, U.O.N. I� EXISTING SINGLE-PLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.Q.N. "C" DESIGNATES RECESSED TYPE SOCKET. I�EXISTING DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. "C" DESIGNATES RECESSED TYPE SOCKET. EXISTING HALF CONTROLLED DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. EXISTING FOURPLEX RECEPTACLE, MOUNTED AT +18" A.F.F., U.O.N. I� EXISTING COMBINATION TELEPHONE/DATA OUTLET MUD RING, WALL -MOUNTED. AT 18" A.F.F.; U.O.N. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. I� EXISTING JUNCTION BOX, WALL -MOUNTED. (Hel EXISTING BLANK PLATE (� EXISTING DEDICATED 110,/20 AMP DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. SEE SHEET AO.1 & A0.2 FOR ADDITIONAL GENERAL NOTES THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. POWER AND SIGNAL NOTES 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OF THE COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. 2. ARCHITECTURAL DIMENSIONS AND LOCATIONS TAKE PRECEDENCE. SEE ELECTRICAL DRAWINGS FOR COORDINATION. IF INCONSISTENCIES OCCUR CONTACT ARCHITECT FOR CLARIFICATION. 3. CONTRACTOR TO RELOCATE LIGHTING, SWITCHING AND ELECTRICAL CIRCUITING AS REQUIRED. 4. ALL TELEPHONE/ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN, U.O.N. PROVIDE NEW ELECTRICAL, DATA AND TELEPHONE OUTLETS AS INDICATED ON PLAN. 5. NEW DATA CABLING TO BE SUPPLIED AND INSTALLED BY TENANT (PLENUM RATED REQUIRED). 6. VERIFY POWER REQUIREMENTS FOR USER PROVIDE EQUIPMENT PRIOR TO INSTALLATION OF RELATED POWER & SIGNAL CONNECTIONS. EXISTING WALL -MOUNTED 4'-0"W X 4'-0"H X 3/4"THICK, FIRE -RATED FINISH NOTES ® PLYWOOD BACKBOARD PANEL. BOTTOM OF PANEL TO BE INSTALLED AT 3'-0" A.F.F. PAINT TO MATCH WALL. PROVIDE (2) 20 AMP DEDICATED 1. SEE MILLWORK ELEVATIONS FOR COUNTERTOP AND CABINETRY FINISHES. FOURPLEX OUTLETS, (1) FOR TELEPHONE EQUIPMENT & (1) FOR SECURITY. 2, PROVIDE APPROPRIATE SEALER FOR ALL NEW FINISHES PER MANUFACTURER'S RECOMMENDATION. 3. PROTECT FINISHES FROM MARS, MARKS, INDENTATIONS, AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTION METHODS RECOMMENDED IN WRITING BY MANUFACTURER. 4. INSTALLATION LEVELS OF GYPSUM BOARD FINISHING AS FOLLOWS: 4.1. LEVEL 1 FINISH: WHEN ABOVE FINISHED CEILINGS AND CONCEALED SYMBOLS LEGEND FROM VIEW. 4.2. LEVEL 2 FINISH: AS A SUBSTRATE FOR TILE. 4.3. LEVEL 3 FlNISH: WHEN SCHEDULED TO RECEIVE A HEAVY OR MEDIUM _X_ INDICATES LINE OF FLOOR TRANSITION TEXTURED FINISH. 4.4. LEVEL 4 FINISH: IN OFFICES AND OTHER AREAS THAT RECEIVE LOWER PUBLIC TRAFFIC AND VISIBILITY. X — X — �\ INDICATES LOCATION OF NON -TYPICAL WALL FINISH 4.5. LEVEL 5 FINISH: FOR ALL WALLS AND CEILINGS TO RECEIVE A - PAINTED FINISH, LIGHTLY TEXTURED FINISH. 5. ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB-1) AND CARPET INDICATES DIRECTION OF FLOORING INSTALLATION (C-1), U.O.N. pL1 FINISH LEGEND 6. PREPARE WALLS TO RECEIVE (2) COATS EGGSHELL PAINT, U.O.N. WALL FINISHES POWER & SIGNAL NOTES � ALL FURNITURE TO BE PROVIDED AND INSTALLED BY TENANT. VERIFY eITEM: PAINT - TYPICAL THROUGHOUT, U.O.N. 1 MFR: BENJAMIN MOORE COLOR/NO: 2131-60 SILVER GREY EXACT LOCATIONS WITH FURNITURE DEALER PRIOR TO INSTALLATION OF RELATED POWER & SIGNAL CONNECTIONS. FINISH: EGGSHELL EXISTING ELECTRICAL OUTLET TO REMAIN. P ITEM: PAINT -ACCENT -LOCATION T.B.D. 2 MFR: BENJAMIN MOORE COLOR/NO: 2135-30 NOCTURNAL GRAY FINISH: EGGSHELL RB ITEM: RUBBERE BASE MFR:R COLOR/NO: 193 BLACK BROWN FINISH NOTES SIZE: 4" TALL 700 SERIES F2_11 CONFIRM ALL FINISHES AND LOCATIONS WITH PROPERTY MANAGER. STYLE: STRAIGHT ® CARPET / COVED ® RESILIENT FLOORING FLOOR FINISHES eITEM: CARPET - TYPICAL THROUGHOUT, U.O.N. 1 MFR: INTERFACE STYLE: CT101 COMMON THEME COLOR/NO: 103975 PEWTER INSTALLATION: GLUE -DOWN C ITEM: CARPET - TYPICAL THROUGHOUT, U.O.N. 2 MFR: INTERFACE STYLE: CT101 COMMON THEME COLOR/NO: 103980 SAGE INSTALLATION: GLUE -DOWN VCT ITEM: VINYL COMPOSITION TILE - FIELD TILE 1 MFR: ARMSTRONG EXCELON IMPERIAL COLOR/NO: 54800 ZINC OXIDE SIZE: 12X12 qVCT ITEM: VINYL COMPOSITION TILE - FIELD TILE 2 _ MFR: ARMSTRONG EXCELON IMPERIAL COLOR/NO: 51899 COOL WHITE SIZE: 12X12 FLW1 ITEM: LUXURY VINYL TILE 1 MFR: INTERFACE COLOR/NO: A002 NATURAL WOODGRAINS/ A00206 WINTER GREY SIZE: 9X39 qLVT ITEM: LUXURY VINYL TILE 2 MFR: INTERFACE COLOR/NO: A002 NATURAL WOODGRAINS/ A00207 WASHED WHEAT SIZE: 9X39 MISCELLANEOUS PL FINISHES ITEM: PLASTIC LAMINATE 1 MFR: FORMICA COLOR/NO: 58 MATTE FINISH/6306-58 WENGE STRAND PL ITEM: PLASTIC LAMINATE 2 MFR: FORMICA COLOR/NO: 46 ETCHINGS/6696-46 CARRARA BIANCO PL ITEM: PLASTIC LAMINATE 3 MFR: FORMICA COLOR/NO: 58 MATTE FINISH/8839-58 ASHEN RIBBONWOOD PL ITEM: PLASTIC LAMINATE 4 MFR: FORMICA COLOR/NO: 58 MATTE FINISH/2770-58 SARUM GREY �vrCR _ ° \' rIPLIANCE rIPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION '1ECEWED CITY OF T UKWILA1 MAY 16 2019 PERIMIT CENTER 0I Y (n Z W J CL Z LL � o Q J Q Z � s Z g z � QW w � r,a W O O O O O� " EL W N cN p N•�— v 0 vi 0 PA PM: L CONNQR DRAWN BY: O.A JOB NO.: SEA19-6042-01 FINISH PLAN n SCALE: 1/8"=1'-O" L m" SHEET Ll VA3. 12 3 CAU I ION: IF I HlS SHUN I I`S NO I .5U x42* I I IS A HEDUCEU PHIN I MILLWORK/CABINETRY NOTES: PL 8 EQUAL SPACES SEE SHEET AO.1 & AO.2 FOR GENERAL NOTES SEE CEILING PLAN SEE SHEET A3.1 FOR FINISH INFORMATION FOR CUING HEIGHT 3/4- MELAMINE TOP W/EDGE OPEN BAND FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING INTERIOR ARCHITECTURAL WOODWORK SEE www.waremalcomb.com/ws/06402-ODI.pdf < FRAMELESS CONCEALED HINGE, TYP. z z 1. ALL MILLWORK SHALL CONFIRM TO THE CURRENT WOODWORK INSTITUTE STANDARDS ( CUSTOM GRADE / PREMIUM GRADE 1. ALL CABINETRY SHALL 3/4" FRENCH CLEAT 1 a. CONFORM TO THE CURRENT WOODWORK INSTITUTE STANDARDS ( CUSTOM FASTENED TO STUDS, TYP. BREAK GRADE / PREMIUM GRADE 1/4" MELAMINE BACK, TYP. OO R106M 2. SHOP DRAWINGS FOR ALL CABINETRY AND MILLWORK ARE REQUIRED TO BE LIm SUBMITTED TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 3/47 PLASTIC LAMINATE rpL 2 1 SEE ELEVATIONS FOR EXTERIOR FINISHES SPECIFICATIONS. < CABINET DOOR, TYP. - FINISH -1/2 o BOTH SIDES & PROVIDE EDGE BAND AT ALL 4 EDGES 7 1 1 4. DOOR PULLS SHALL BE: e SATIN CHROMIUM WIRE PULLS. CLEAR 5. COUNTERTOPS SHALL HAVE BACK -SPLASHES ONLY WHERE SHOWN ON I ELEVATION. e BRUSHED STAINLESS WIRE 6. CABINET INTERIORS SHALL BE WHITE MELAMINE, INCLUDING EDGES. X-5 S-1. L L L � PULLS MOUNTED HORIZONTALLY, WITH 1 1/2—. 3 EQLSPACES I EQ.PAGES; 7. INTERIOR SHELVING SHALL BE COVERED IN WHITE MELAMINE. COUNTER -SUNK SCREWS & +/-13'-3- I 8. DOORS SHALL BE OF FLUSH OVERLAY CONSTRUCTION. CAPS TYP. - PROVIDE SILENCERS. AT DOORS L 9. DOORS EDGES SHALL BE EDGE BANDED TO MATCH THE FRONTS. 18 t7 REFRIGERATOR 10. INTERIOR OF DOOR SHALL BE FACED WITH SAME MATERIAL AS THE FRONTS. 11. EACH CABINET DOOR TO BE NO LESS THAN 12" WIDE AND NO GREATER THAN o MILLWORK ELEVATION 18" ODE U.O.N. 12. VERIFY ALL EQUIPMENT CLEARANCES. SCALE: 3/8"=I*-O" 3/4- PLASTIC LAMINATE COUNTERTOP 3/4' PLASTIC LAMINATE + /2" BACKSPLASH WITH 1/4" 2 r � RADIUSED COVE MELAMINE DRAWER BACK k7777777777777-- k SIDES 3/4- MELAMINE DRAWER BOTTOM 3/4- PLASTIC LAMINATE DRAWER FACE 3/16" DIA. HOLES FOR SHELF SUPPORTS, TYP. 3/4- MELAMINE SHELF (I- IF OVER 3'-0" WIDE), TYP. - PROVIDE EDGE BANDS AT FRONT & BACK 3/4" x 3" STRETCHER, TYP. 2 x 4 WOOD STRETCHERS AT 2-0" D.C. PLASTIC LAMINATE BASE UPPER/LOWER CABINETS SCALE: 1"=l'-O" IMWCB-Up_jow_dms_spIash-OV� 3/4' PLASTIC LAMINATE 2'-0' COUNTERTOP 3/4- PLASTIC LAMINATE 1/2" BACKSPLASH WITH 1/4- < RADIUSED COVE _77z7zzzz L— 3/4" x 3" STRETCHER, TYP. STAINLESS STEEL SINK W/OFFSET DRAIN, 6- DEEP MAX. 3/4- PLASTIC LAMINATE FALSE FRONT TO ALIGN WITH MIN. i ADJACENT DRAWERS 1:6 FOOD WASTE DISPOSER AT MAX. LOCATIONS INDICATED PER d SLOPE-! PARTITION PLAN 1/4" MELAMINE BACK, TYP. 6- DRAIN & HOT WATER PIPING MAX TO BE WRAPPED WITH INSULATION AS REQUIRED FRAMELESS CONCEALED HINGE, �4y TYP. MIN.. ACCESSIBLE INTEGRAL NEE TOE CLEARAN TOE -KICK LOWER CABINET AT SINK SCALE: 1"=1'-O" IMWCB-Low-sink-splash-01 r EVIEWED FOR ,,jDE COMPLIANCE APPROVED MAY 242919 City of Tukwila BUILDING DIVISION V IIECEi EO CITY OF WKWILA MAY 16 2019 PEFMIT CENTER C) 151 E O o g� rn rn C) WO co CO 0 --- 1zo 00 0) WO Z 0 N z F— z W _jF co 0 o LL] 3: Fr, W 5; c) 06 0 W �e < LLJ > 9 Fy z z 0 cn w W 1 1 1 1 1 1 1 1 0 o" co W z 0 _j W 0 w ova 00 wss o PA / PM: I.CONNOR DRAWN BY. O,A JOB NO.: SEA19-6042-01 O < SHEET o A4.1 UAU I IUN: IF T HIS SHEH I IS NU I 5U x42 11 IS A KHUUC;HU PRIN I MEMBER DEPTH: FLANGE WIDTH: (EXAMPLE: 6" = 600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" - 162 X ALL MEMESER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. DEPTH IS THE INSIDE DIMENSION. 6OO S 162 - 54 STYLE: MATERIAL THICKNESS: (EXAMPLE: STUD OR JOIST SECTION =S) (EXAMPLE:..0.054 IN. = 54MILS; 1 MIL=1/1000 THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN S= STUD OR JOIST, T- TRACK, U= CHANNEL, THICKNESS. F = FURRING INTFR R N W-.RTRI I(.TI IRAI Nr1N_( MPr1CITF- (s)STUD MEMBER SPACING (IN_) O.C. 5PSF U240 250S125-18 12" 10'-6" 25OS125-18 16" 9'-7" 24" !22�5OS125-18 ON WE/ *I WANYWON/ 250SI25-43 12" 14'-4" 250SI25-43 TV 13'-0" 250S125-43 24" 11'-5" 362S125-33 12" 17'-7" 362S125-33 16" 16 -0" 362S125-33 24" 14' 0" **T i/ "�OW/ 362S125-54 (50 KSI) 12" 20'-6" 362S125-54 (50 KSI) 16" 18'-7" 362S125-54 (50 KSI 24" 16'-3" r . 7/� 7i 3' lei � �� i �� ✓��/ 400S125-18x 12" 14'-9" 40OS125-18X 16" 12'-10"0 40OS125-18x 24" 10'-5" [1M ALL STUD INFORMATION IS BASED ON: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) (S) STUD MEMBER SPACING (IN.) O.C. 5 ESE L1240 400S125-43 12" 20'-9" 40OS125-43 16" 18'-10" 4`0OS125-43 24" 16'-5" / %G .mgm��i� 40OS125 68 (50 KSI) 12" 23'-8" 400S125-68 (50 KSI) 16" 21'-6" 400S125-68 (50 KSI 24" 18'-10" 60OS125-33 12" 26'-2" 60OS125-33 16" 23'-9" 60OS125-33 24" 20'-6" 25-54 (50 KSI) r 12"30'-9" 25-54 (50 KSI) 16" 27'-11" 25-54 (50 KSI 24" 24'-T BOOS125-43 12 36 -1" BOOS125 43 16" 32'-9" 80OS125 43 M 0�(( 24" 28'-8" 800S125-68 (50 KSI 12" 41'-11" 800S125-68 (50 KSI) 16" 38'-1" 800S125-68 (50 KSI 24" 33'-4" WALL TYPE NOTES 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO [CC-ESR-1336 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPACING BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. 3. MAX. STUD SPACING SHALL BE 24". 4. MINIMUM FASTENER SIZE SHALL BE #6 - 1-1/4" SCREWS. 5, MAXIMUM FASTENER SPACING SHALL BE 12" FIELD AND 8" AT EDGES. 6. ALL WALL STUDS TO BE 3-5/8", U.O.N. 7. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. ® DESIGN BUILD METAL STUD: 1. STEEL STUDS AND RUNNERS: MINIMUM BASE -METAL THICKNESS: a. 25GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW: 1) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES, TYPICAL LOCATIONS: WITHSTAND .LATERAL LOADING (AIR PRESSURE) OF 5 PSF WITH DEFLECTION LIMIT NOT MORE THAN L/240 OF PARTITION HEIGHT. 2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OR a OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR PRESSURE) WITH DEFLECTION LIMIT NOT MORE THAN L/360 OF PARTITION HEIGHT, o MINIMUM. 20 GAGE STUDS AT 16" ON CENTER ow o 3) WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED OR ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS. a 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, F PROVIDE MINIMUM 22 GAGE STUDS. z 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. 0 6) CEILINGS: AT CEILINGS USING MOLD -MILDEW RESISTANT GYPSUM, FRAMING. TO BE 16 INCHES O.C. FOR 5/8" GYPSUM. 7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMING WHICH IS EXPOSED TO WIND smw.¢ LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE. TILE THICKER THAN a z 3/4 INCH, ETC) '-a b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED SPANS, PROVIDE ""- STRUCTURAL CALCULATIONS. oa --- DECK LINE BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL 1\ STUDS ® 4'-0- O.C, MATCH ---- WALL STUD SIZE & GAUGE (3 2 5/8" 20 GA, MIN.) BEND WEB & FASTEN TO TOP TRACK. ah MAX. LENGTH OF BRACE 25'-0" WALL TYPE PATTERN 0 WALL TAG MODIFIERS: C2= 2-1/2" METAL STUDS C3= 3-5/8" METAL STUDS C4= 4" METAL STUDS C6= 6" METAL STUDS C8= 8" METAL STUDS 5/8" GYPSUM 4 BOARD EACH SIDE OVER METAL STUDS, - SEE METAL STUD TABLE FOR SPACING LARR # 25889 WALL TYPE -C SCALE: 1-1 /2"=1'-O" CEILING TYPE AND HEIGHT PER CEILING PLAN INSULATION FOR SOUND ATTENUATION TOP TRACK SECURED TO WALL BRACE W/ (2) #8 SHEET METAL SCREWS BOTTOM TRACK FASTENED TO FLOOR ® 16"O.C. MAX. WALL BASE WHERE OCCURS, SEE FINISH PLANS ACOUSTICAL SEALANT FLOOR LINE WALL TO UNDERSIDE OF CEILING IWAMT-Wall-type-C-01 V WOOD ROOF/FLOOR DECK PURLINS OR 2x BLOCKING ATTACHED TO DECK SUPPORTS WITH HANGERS WOOD SCREWS ICC-ESR-2236 1-1/2"x4" 12 GA. ANGLE CLIP. MATCH BRACE/STRUT WIDTH WITH (2) #10 SCREWS, TYP. METAL DIAGONAL BRACE AS SHOWN ON WALL TYPE [CC ESR-3064P LIMITING WALL HEIGHT TABL"-L/O DESIGN BUILD METAL STUD n I WALL SWAY BRACE SCALE: NONE IWAMT-Height-taSCALE: N.S.C. IWAMT-Design-Build-Metal-Stud # SCALE: 3"=1'-O" IWAMT-Dia-brc_hd-wd-01 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES. METAL STUD PARTITION PER WALL TYPE SCHEDULE. FRY DRYWALL MOLDING ENCLOSURE EXISTING SILL BELOW. END OF WALL PAINTED BLACK BLACK NEOPRENE GASKET COMPRESSED AT LEAST20% OR APPROVED SEALANT AT � � RATED PARTITIONS. CE OF MULLION EXISTING EXTERIOR WINDOW SYSTEM PARTITION AT WINDOW n SCALE: 3"=1'-O" IPISF-Partition_window-01 0 (TINGUISHER CABINET (F ROUGH OPENING W/ J FIELD. Vill (2) LAYERS 5/8 TYPE "X" GY BEHIND F.E.C. W/ FURRING CH, TO MAINTAIN 1-HR RATING. 5/8" TYPE "X" GYP. BO TYP. �— VARIES PER MANUFACTURER. METAL STUDS WHERE OCCUR. NOTE : MOUNT FEC SO HIGHE ONE -HOUR WALL PART OF CABINET OR EXTINGUISHER NON -RATED .INSTALLATION DOES NOT EXCEED 48" AFF. INSTALLATION FIRE EXTINGUISHER CABINET n SCALE:: 3"= 1'-O" IFPMI-FEC-01 STRUCTURAL WEB MEMBER STEEL BEAM mil/ /_ /-BOTTOM CHORD POWER DRIVEN FASTENERS ICC-ESR-1752 \ 1-1/2"x4" 12 GA. \ POWER DRIVEN \ ANGLE CLIP, MATCH \ FASTENERS \ RACE/STRUT WIDTH \ ICC-ESR-1752 \\�11) 1 (1 SCREWS, \\ \ 1-1/2"x4" 12 GA. ANGLE CLIP, MATCH RACE/STRUT \ WIDTH WITH (2) #10 SCREWS, TYP. A-ATSTEELBEAM B-AT OPEN -WEB STEEL JOIST BRACE CONNECTIONS SCALE: 1-1/2"=1'-O" IWAMT-Dio_brc_conn_stI_ftmg_Gi J c COMPLIANCE APPROVED MAY 24 2019 City of Tukwila ION POWER -DRIVEN FASTENERS AT 16"O.C. MAX. ICC-ESR-1752 LARR # 22668 #10 SCREWS (TYP.) ACOUSTICAL SEALANT CONCRETE FLOORnr-CEV En CITY 0Ix i iBtidV LA MAY ] 6 2019 PERMIT CENTER WALL BASE FULL HEIGHT NON -RATED WALL/ A \ SCALE: 3"=1'-O" IWAMT-Base-typ-01 4 W =MAX. 100 lb. PER STUD. I �16 GA. METAL STUD 16" O.C. ® ALL BACKING STUD TRACKS 16 GA.X6"X1-1/2" UNPUNCHED METAL TRACK W/LEGS CLIPPED & BENT l EA. STUD. ATTACH TO EACH STUD W/3(#10) SELF -DRILLING l i l AND SELF -TAPPING SHEET I i I METAL SCREWS (TO MIN. 3 STUDS) EXTEND BACKING 1 I<r I BAY BEYOND EDGE OF CABINET / EQUIP. NOTE: I I I DO NOT CUT FLANGES BETWEEN SUPPORTING \ TllDS l 1 1 BACKING DETAIL FOR MISC. EQUIP. � SCALE: N.T.S. IWAMI-Wall-equipyacking-Ot 5 N 9 = '' 45 W N ym u z Y W H 0 J w 5 Y � � g w W - w a=7'ia 0 m 0 O NN N w w$N m p N .r 0 � vi 0 PA/PM: I. CONNOR DRAWN BY: O.A JOB NO.: SEA79-6042-01 0 a SHEET l z - rn = g CAU I I UN: 11­ IHIS SHEEI IS NU 5U x42 11 IS A NEDUCED IJHINI DOOR JAMB DOOR IN OPEN POSITION DOOR HANDLE LIGHT SWITCH/SENSOR THERMOSTAT nSIDEUT-E PARTIAL PLAN NOTE: PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION INDICATED (OR @ GLASS FRONT) LT. SWITCH / T-STAT @ SIDELITE SCALE: 3/8"=1'-O" IMIMI-LIght_switch_T_st-I_d* WOOD CONDITIONS 2X SUBPURLIN OR 4X PURLIN OR GLB ONNECTION 0 CENTERLINE EMBER 3 TURNS VERTICAL WIRE ANGER-300# MIN. 2X SUBPURLIN OR 4X PURLIN OR GLB -WOOD —-CONNECTION 0 CENTERLINE MEMBER -3 TURNS -VERTICAL WIRE HANGER-200# MIN. 2' MIN ATTACHED WALL MOLDING REQ. UNATTACHED WALL --'MOLDING REQ. 1-11 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 DEEM ED TO BE EQUIVALENT TO WALLS. T SPREADER BARS: MIN. SUBPURLIN OR 4X 1. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR ZLIN OR GLB 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. 5/16-X2-LAG SCREWS 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED STUD VERTICAL BRACE DIRECTLY TO CLOSURE ANGLES. PER CHART DETAIL 1, 3. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS "THIN 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. ATTACHMENTS (WOOD DEEM I SPREADER BAR & WALL MOLDING 0� SCALE: N.T.S. ICEWC-Wire-c.n',_SEA SCALE: N.T.S. ICEAC-Wall SEA / 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 INIfERNIATIONAL 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 PARTM6NS 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 BEA4'' ; 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 >Y 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 THESEWIRES 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 I INC. FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. NOTES: 1. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. WIRE AND TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. 2. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 ' D.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 "THIN 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 WARES. COME REEF. & GEN. REQS. n I HANGER (SUSPENSION) WIRES n' SCALE: N.T.S. ICEAC-Code-ref-gen-req-01 -SEA SCALE: N.T.S. ICEWC-WIRE-SEA NOTE: PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION INDICATED DOOR HANDLE LIGHT SWITCH/SENSOR THERMOSTAT nn II NOTES: 1. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN.4 LBS. PER S.F. 1 ALL WIRE -TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4, O.C. CHANGES. 3. CHANGES TO CEILING PLANES WILL REQUIRE POSITIVE BRACING. E� 1:1 A RA LT. SWITCH / T-STAT INSTALLATION LATERAL FORCE BRACING SCALE: 3/8"=1'-O" [MIMI-Light_s.itch_T_stct-02(* SCALE: N.T.S. ICEAC-l_ate.I_force_brucIng-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 > ll'-O" MAX. RECOMMENDED LENGTHS FOR VERITCAL STRUTS EMT CONDUIT 1/2' TO 5'-10" 3/4" TO 7'-8" I- TO 9'-9" STEEL STUDS 1-5/8 X 20 GA. TO 12'-C DBIL 1-5/8 X 20 CA TO 15*-e 2-1/2' X 20 GA TO 13'-6" DBIL 2-1/2* X 20 GA TO IF-G" 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 MIRES SHALL BE 12 GA. &4' D.C. OR 10 GA. & 5' O.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EA. WALL. 12 GA. HANGER WIRE SPACED 4' D.C. ALL WIRE TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. OPTIONAL VERTICAL BRACING SHALL BE 12' O.0 (MAX) AND BEGIN < 6' FROM WALLS -SEE CHART FOR SIZES AND VERIFY LOCAL CODE REQ. VERT. STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE (WHEN USED.) LAT. FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2'-0' OF CROSS TEE AND SPLAYED 2„ 90* FROM EA. OTHER 0 12'-0" O.C. BOTH DIRECTIONS W/ FIRST POINT WITHIN 4'-O- FROM EA. WALL MAIN BEAM CROSS TEE NOTES: 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' D.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 MIRES 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 (PAI's). 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 RED. B. 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. BRACING A SUSPENDED CEILING or'v_% LING CING SCALE: N.T.S. ICEAC-Susp-vertical-strut-SEA 1. 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 RED. 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 UEU 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. I IlEegiVEn CITY 0RLKVv'ILA MAY 16 2019 u15-7 PERMIT CENTER SEISMIC SEPARATION JOINT SCALE: N.T.S. ICEAC-Seismic-separation-SEA W _j < UJ yYW 00 w o ❑ PA I PM: 1. CONNO DRAWN BY: JOB NO: SHEET A 5.2