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HomeMy WebLinkAboutPermit D18-0111 - VADIS - CONFERENCE ROOM, DOOR AND RELITEVADIS 16000 CHRISTENSEN RD 240 D18-0111 Parcel No: Address: City of Tukwila 7 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2523049077 16000 CHRISTENSEN RD 240 Project Name: VADIS Permit Number: D18-0111 Issue Date: 5/16/2018 Permit Expires On: 11/12/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TALON RIVERVIEW PLAZA LLC 720 OLIVE WAY STE 1020 , SEATTLE, WA, 98101 TAMARA MALONEY 16030 CHRISTENSEN RD #100 , TUKWILA, WA, 98188 DAVIS SCHUELLER INC 4601 CHENNAULT BEACH RD - SUITE 200, MUKILTEO, WA, 98275 DAVISSI105PN VADIS 16000 CHRISTENSEN RD #240 , TUKWILA, WA, Phone: (425) 289-4900 Phone: (206) 775-9400 ' Expiration Date: 7/1/2018 DESCRIPTION OF WORK: NEW CONFERENCE ROOM, DOOR AND RELITE Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $840.75 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-468: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature:, Date: 31/ //v I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: V//G/Wcer This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 23: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 11: 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) 8: 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) 9: 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) 10: 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) 12: Maintain fire extinguisher coverage throughout. 13: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 14: 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) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 20: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov l \ Building Permit No. IN -011 Project No. Date Application Accepted: Date Application Expires: ID (For office use on y) 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: I a eh rt5w Tenant Name: varils PROPERTY OWNER �� Name.• as IGYn V- 1 Lil 1 -GK/ T Waa' . I.1 -L Address: I W O$0 C h a s et e Rol a City: r.'l�.jState:,,, A.. T�tZipCi IW CONTACT PERSON - person receiving all project communication Name: -Ti Y22� la�y& ry)ot,t !I„) Address: ) 36 /`' itis M 1 ) ol 1 ` i CJI�J(rr, City: ,) I State: „� /� Zip: 1 J( YV d Phone: 7252 y� 00 Fax: Email: -�r nkm Ed, -Iola -•ryi w, u GENERAL CONTRACTOR INFORMATION Company Name: pm '� c _,_ , . . 1 �_- v�,��,Innat�/i�f J'�rw`I Address: Kea � /�j a„ t f/l 'i _! City: (t�t VA I Il: State: hi 4_ Zip: D10� 1' � �/I Phone: Fax: Contr Reg No.: Taw iss los? ExpDate: 71/ //( t! Tukwila Business License No.: H:WpplicationsWonns-Applications On Line 12011 Applications\Pennit Application Revised - 8-9-I1.docx Revised: August 2011 bh 10 King Co Assessor's Tax No..:252. JV 9 " I v 3 Suite Number: 1-110 Floor: New Tenant: ❑ Yes '$..No ARCHITECT OF RECORD Company Name: wag. (a,,, n r f,_ 1 17 Architect Name: bA� Jin Alums lum SDiten - Address: 2,) I _ 11.2,1%.1 V.p jt vn....., City: F...)e (Ie 1 t State: 1.04 Zip: c786 Phone: ZZs b x 1,3% Fax: ¢ Email: 1 con ne YL Ai voctnovacoW1 b • co ENGINEER OF RECORD Name: lift is irz Addres7 (rh eji s .�j v i J 9,U Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: lift is irz Addres7 (rh eji s .�j v i J 9,U City:_ i 1& State: to a- Zipyp Page 1 of 4 l � BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ V (0V 0 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): ntisi C cere,nu, ramh coOYL 1- (Z e LK_ Will there be new rack storage? ❑ Yes 1. No If yes, a -separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? I=1 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will th e be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2"d Floor Or j 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? I=1 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will th e be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 / PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District Tukwila ❑...Water District #125 0 ...Water Availability Provided er District .Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...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 ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis 0... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) 0 .. 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 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: \Applications\Forms-Applications On Line \2011 Applications\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 Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE ' S ' UT . ORIZED AGENT: Signature: Print Name: 1 l l A Mailing Address: Date: I/6 Day Telephone: qis 2 a _ I u_r UO r�dl 1 bo 9y/& H: ApplicationsWortns-Applications On Linet2011 Applications\Penult Application Revised - 8-9-1 I.docx Revised: August 2011 bh City State Zip Page 4 of 4 J 4 \J1 x90 Cash Register Receipt City of Tukwila Receipt Number R14498 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $521.01 D18-0111 Address: 16000 CHRISTENSEN RD 240 Apn: 2523049077 $521.01 DEVELOPMENT $496.41 PERMIT FEE R000.322.100.00.00 0.00 $491.91 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14498 R000.322.900.04.00 0.00 $24.60 $521.01 Date Paid: Wednesday, May 16, 2018 Paid By: TAMARA K MALONEY Pay Method: CHECK 2892 Printed: Wednesday, May 16, 2018 11:07 AM 1 of 1 ecrii SYSTEMS r 1 4 L4 ash Register`Recei City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID D18-0111 Address: 16000 CHRISTENSEN RD 240 Apn: 2523049077 $319.74 $319.74 DEVELOPMENT $319.74 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14299 R000.345.830.00.00 0.00 $319.74 $319.74 Date Paid: Friday, April 20, 2018 Paid By: TALON RIVERVIEW PLAZA LLC Pay Method: CHECK 002188 Printed: Friday, April 20, 2018 11:40 AM 1 of 1 .. / 4 !SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ► % \\%/ T� ofslnsp coon: �� It lA 75- Date Calle Address: Special Instructions: ,..c.;...k. #- 2 /...RD Date Wanted: �/ a.m. g'- 1 ' eLS p.m. Requester: PW1 ce ,--5-71, --CO( Approved per applicable codes.0p Corrections required prior to approval. COMMENTS: inspector: teo0P-, Dat, Z41 r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD D/4, -0 I ( ` Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: VADIs Type of Inspection/11".1." -1— Address: I(Qc106 CHRIS7 1 ( RD - Date Called: Special Instructions: 7Z> .C3'1 T Date Wanted: ip a.m. Requester: COTT-- ✓tS /,�lJt Yd Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ir-, o F'► okit F'/NAL p oie.nv j _ 601L-p,NG- 61•0- 0-5 �-- Inspector: Date: 7-1Z 7~/9 7~`LA 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 D - CO I 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:` / Vkcts S Type of Inspection: FrAr-1 I v`t Date Called: [� Address: / / (7C� l nVinckealroAi 0 Special Instructions: CieK-L ?fe-A i 0 Date Wanted: '7- 3 - z a.m. p.m. Requester:5 Z�c c.a I frr ao6) 57 0 -5%%5'5 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Fire,v \ r (cip-Ov.t( 4r,) 70 2127-P ! `l /f)src,l/ ,u16e, 12c 1612 /4 YDVeV Inspector: <op Date: 7, 3 2.4 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 16 ^1/11 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Permit Inspection Request Lin- (206) 438-9350 70 Project; /l n � '\v//.Arc�V I j - 'Typ�tt,r spectiont ler t YL Address: o • P I 8. d / _ ,� # , ._. Special Instructions: 2__L-1 ^ v Date WW!e/yanteWanted:X77 - 2x5 -.6m p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approva COMMENTS: (.)6 4(4, /Ud P4C( SSS (v.e,sis re_cc.kedul-evir Inspector: Date _z/A7 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 lig-01I 1 Project: , t5 Type of Inspectign: Fr/WII N15 Address: - I /6 toles 0 art .S in5o Dat Cal d: - Special Instructions: '1 ID ' (Ocp ( - Date Wanted: _ a.m3 _ �o/ Requester: saw__cJ Phre No: f 2r�).�/o —56.'ts ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: frvA %Aft di elL tAfxeiL -316 0 ft_o,cf arpreod s) Co 1-447:1 is AMY" rz4 Date& REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION NUMBER INSPECTION RECORD Retain a'copy with' permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:���' S Sprinklers: Y Type of Inspection: -In--- Address: /6i4oid c / y� #: ( fJPO n Contact PersonfSuite Special Instructions: 24,0 Phone No.: 766 576-5-64 Approved per applicable codes. riCorrections required prior to approval. COMMENTS: —ror - 514 ( /.01/ Aeofi-ev&--73 Needs Shift Inspection: t( Sprinklers: Y Fire Alarm: if Hood & Duct: Monitor: ti/, oivly Pre -Fire: 75 Permits: Occupancy Type: R Inspector: Date: ?1,z dice / SC H rs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ( INSPECTION NUMBER INSPECTION RECORD Retain a copy With permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: k f0 tj Sprinklers: L/,e-e-, Type of Inspection: C a„'d--,/ Address:O y #: ar „lG� n dA Contact Person:Suite 1V��uc(1 v-�^- Special Instructions: li 2 4 v Phone No.: .I Approved per applicable codes. Corrections required prior to approval. COMMENTS: ef-e) coN/2-/ Needs Shift Inspection: (..Q `� Sprinklers: L/,e-e-, Fire Alarm: Ve Hood & Duct: Monitor: „ Pre -Fire: Occupancy Type: A Permits: Inspector: et- Date: WZg(i< Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from. the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0111 DATE: 04/23/18 PROJECT NAME: VADIS SITE ADDRESS: 16000 CHRISTENSEN RD 240 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 1114)C E -H Building Division 10 14u -\%c Worlts AIA 4uit, Fire Prevention Structural fr141,13 A1/1f Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/24/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 05/22/18 ❑ Approved with Conditions lir ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 DAVIS SCHUELLER INC Home Espanol Contact Safety & Health Claims & Insurance ilakji Washington State Department of tki Labor & Industries Search L&I A -Z Index 1leIp Page 1 of 3 My L&T Workplace Rights Trades & Licensing DAVIS SCHUELLER INC Owner or tradesperson Principals SCHUELLER, KENNETH E, PRESIDENT STOCKBURGER, JAMES A, VICE PRESIDENT SCHUELLER, DANETTE, SECRETARY SCHUELLER, KENNETH E, TREASURER DAVIS, BILL E, PRESIDENT (End: 06/26/2014) SCHUELLER, KENNETH E, VICE PRESIDENT (End: 06/26/2014) DAVIS, BARBARA D, TREASURER (End: 06/26/2014) Doing business as DAVIS SCHUELLER INC WA UBI No. 601 273 797 4601 Chennault Beach Rd Suite 200 MUKILTEO, WA 98275 425-775-9400 SNOHOMISH County Business type Corporation Governing persons BARBARA DAVIS BILL E DAVIS; KEN SCHUELLER; DANNETTE SCHULLER; 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. DAVISSI105PN Effective — expiration 10/15/1990— 07/01/2018 Bond CBIC Bond account no. SF2518 $12,000.00 Received by L&I Effective date 10/31/2003 10/15/2003 Expiration date Until Canceled Help us improve https://securelni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 5/16/2018 W: \SEA\17\6229\01 \Architectural\Cad\CD\6229_A01.dwg CAU I IU\. II- I HI $ SHE± I I:$ ABBREVIATIONS GENERAL PROJECT NOTES (E) ACOUS A.D. ADJ. AGGR. AL. APPROX. ARCH. ASB. ASPH. BD. BITUM. BLDG. BLK. BLKG. BM. B.O.C. B.O.M. B.O.P. B.O.R. BOT. CAB. C.B. CEM. CER. C.I. C.G. CLG. CLKG. CLO. CLR. C.O. COL. C.O.M. CONIC. CONN. CONSTR. CONT. C.O.R. CORR. CTSK. CNTR. CTR. DBL. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. D.S.P. DWG E. EA. E.J. EL. ELEC. ELEV. EMER. EN CL. E.P. EQ. EQPT. E.W.C. EXST. EXPO. EXP. EXT. And Angle At Centerline Diameter or Round Pound or Number Existing Acoustical Area Drain Adjustable Aggregate Aluminum Approximate Architectural Asbestos Asphalt Board Bituminous Building Block Blocking Beam Bottom of Concrete Bottom of Mullion Bottom of Panel Bottom of Reveal Bottom Cabinet Catch Basin Cement Ceramic Cast Iron Corner Guard Ceiling Caulking Closet Clear Cased Opening Column Center of Mullion Concrete Connection Construction Continuous Center of Reveal Corridor Countersunk Counter Center Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Door Drawer Downspout Dry Standpipe Drawing East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Electrical Panelboard Equal Equipment Electric Water Cooler Existing Exposed Expansion Exterior F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. FIN. FL. FLASH. FLUOR. F.O.C. F.O.F. F.O.M. F.O.SH. FPRF. F.S. FT. FTG. FURR. FUT. GA. GALV. G.B. GL. GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. I.D. INSUL. INT. Jan. JT. KIT. K.O. LAB. LAM. LAV. LKR. LT. MAX. M.C. MECH. MEMB. MET. MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. N. N.I.C. NO. NOM. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. Fire Alarm Flat Bar Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cab Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Mullion Face of Sheathing Fireproof Full Size Foot or Feet Footing Furring Future Gauge Galvanized Grab Bar Glass Ground Grade Gypsum Hose Bibb Hollow Core Hardwood Hardware Hollow Metal Horizontal Hour Height Inside Diameter (Dim.) Insulation Interior Janitor Joint Kitchen Knock Out Laboratory Laminate Lavatory Locker Light Maximum Medicine Mechanical Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Mounted Mullion North Not In Contract Number Nominal Not To Scale Overall Obscure On Center Outside Diameter (Dim.) Office Opening Opposite PRCST. PL. P. LAM. PLAS. PLYWD. PR. PT. P.T.D P.T.D/R PTN. P.T.R. P.J. Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ. RESIL. RM. R.O. RWD. R.W.L. S. SAF S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S.SK. STA. STD. Sm. STOR. STRL. SUSP. SYS. TRD. T.B. T.C. TEL. TER. T. & G. THK. T.O.C. T.O.P. T.O.R. T.O.RC. T.O.M. T.O.W. T.P. T.P.D. T.V. T.W. TYP. UNF. U.O.N. UR. VERT. VEST. W. W/ W.C. WD. W/0 WPM WRB WSCT. WT. Pre -cast Plate Plastic Laminate Plaster Plywood Pair Point Paper Towel Dispenser Combination Paper Towel Partition Paper Towel Receptacle Panel Joint Quarry Tile Riser Radius Roof Drain Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader South Self Adhered Flashing Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Shelf Shower Sheet Similar Sanitary Napkin Disp. Sanitary Napkin Recept. Specification Square Stainless Steel Service Sink Station Standard Steel Storage Structural Suspended Symmetrical Tread Towel Bar Top of Curb Telephone Terrazzo Tongue and Groove Thick Top of Concrete Top of Panel Top of Reveal Top of Deep Recess Top of Mullion Top of Wall Top of Pavement Toilet Paper Dispenser Television Top of Wall Typical Unfinished Unless Otherwise Noted Urinal Vertical Vestibule West With Water Closet Wood Without Waterproofing Membrane Wheather/Water Resistive Barrier Wainscot Weight SYMBOLS OFFICE OFFICE 0000 ALIGN ROOM NAME ROOM NUMBER DOOR NUMBER EXISTING DOOR DETAIL REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER EXTERIOR ELEVATION REFERENCE SHEET NUMBER C 1 INTERIOR ELEVATION VIEW INTERIOR ELEVATION REFERENCE SHEET NUMBER WALL MATERIAL TYPE TYPE NUMBER FLOOR MATERIAL TYPE TYPE NUMBER MISC. MATERIAL TYPE TYPE NUMBER KEYNOTE INDICATOR FINISH INDICATOR VISION REN FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER WALL -MOUNTED FIRE EXTINGUISHER 1. GENERAL NOTES: ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY AND PROJECT -SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION OF THE FOLLOWING: A. ALL APPLICABLE BUILDING CODES B. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND SUPPLEMENTS C. THE PROJECT MANUAL AND ASSOCIATED SPECIFICATIONS D. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS E. ALL APPLICABLE LANDLORD BUILDING STANDARDS 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS__.___ DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. 3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY: A. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS C. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME REASONABLE PROTECTION OR COORDINATION EFFORTS. 4. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED CLAIMS AND LIABILITY. 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR INFORMATION (RFIs). ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS.. 8. CONTRACTOR RFI's ARE INTENDED TO OBTAIN INFORMATION NOT AVAILABLE FROM THE PLANS AND SPECIFICATIONS. RFI's WILL NOT BE PROCESSED THAT CAN BE ANSWERED BY A REVIEW OF THESE DOCUMENTS, THAT REQUEST DIMENSIONS THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION CONCERNING CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS. WHERE APPROPRIATE, RFI's SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE PLANS AND SPECIFICATIONS NEEDS CLARIFICATION, AND WHAT INFORMATION IS REQUIRED. 9. NO DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM ARE ALLOWED WITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNER REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR WILL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION SUBMITTALS WILL BE CONSIDERED ONLY IF THE PROPOSED SUBSTITUTION IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN QUALITY TO WHAT IS SPECIFIED. 10. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT; AND EACH DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING. B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS. C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD FOR THE PORTIONS OF WORK WHICH THEY DESIGN. 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL PROVIDE SUCH WRITTEN CERTIFICATION THAT THE CONSTRUCTION HAS BEEN PERFORMED IN COMPLIANCE WITH THE PROJECT'S APPROVED PLANS AND SPECIFICATIONS AS THE BUILDING OFFICIAL WITH JURISDICTION OVER THE PROJECT MAY REQUIRE, OR AS THE OWNER MAY REASONABLY REQUEST. 12. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF THE PROJECT DESIGN TEAM, INCLUDING WITHOUT LIMITATION THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE SO THAT ANY 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 RISK. JOB SITE NOTES: 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL SITES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND CORRIDOR CARPETS. 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL CODES. 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN ISSUANCE OF A BUILDING OR GRADING PERMIT. 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. DRAWING NOTES: 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N. 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. INTERIOR / EXTERIOR NOTES: 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. \U I ,5U x42 I I I5 A HEDUUhU NKI\ 16000 CHRISTENSEN ROAD, SUITE 240 TUKWILA, WASHINGTION 98188 (For Tenant Improvement Permit Only) PROJECT DATA SHEET INDEX BUILDING DEPARTMENT: BUILDING CODES: CITY OF TUKWILA, WASHINGTON 2015 INTERNATIONAL BUILDING CODE - WAC 51-50 2015 INTERNATIONAL EXISTING BUILDING CODE - WAC 51-50-480000 2015 INTERNATIONAL MECHANICAL CODE - WAC 51-52 2015 INTERNATIONAL FIRE CODE - WAC 51-54 2015 WASHINGTON STATE ENERGY CODE - WAC 51-11 2015 UNIFORM PLUMBING CODE AND STANDARDS - WAC 51-56 AND WAC 51-57 2009 ICC A117.1 - ANSI OCCUPANCY CLASSIFICATION- PER IBC CHAPTER 3 (SECTION 302) - B FIRE PARTITION- PER IBC CHAPTER 7 - N/A TYPE OF CONSTRUCTION- PER IBC CHAPTER 6 (SECTION 602) - V -B SPRINKLERED- YES NUMBER OF STORIES. 3 ABOVE GROUND ASSESSOR'S PARCEL NO: 252304-9039 PROJECT SCOPE: TENANT OCCUPANCY: THE SCOPE OF THIS PROJECT IS A SECOND GENERATION TENANT IMPROVEMENT FOR USE OF THE SAME. INTERIOR UPGRADES INCLUDE NEW CONFERENCE ROOM AND NEW SIDELIGHT ADJACENT TO ENTRANCE DOOR. OFFICE (B) 3,057 S.F. VICINITY MAP PROPERTY MANAGER NO SCALE ANDOVER PARK W ARKWAY ANDOVER PARK E EVANS BLACK DR. BAKER BLVD. CHRISTIANSEN ROAD PROJECT SITE GREEN RIR 1450 114TH AVE SE STE 205 BELLEVUE, WA 98004 PINNACLE ARCHITECT TAMARA MALONEY PH: (425) 289-4900 tmaloney@?pinnacle-commercial.com WARE ;» COMB 3015 112TH AVENUE NE, SUITE 205 BELLEVUE. WASHINGTON. 98004 IRENE CONNOR PH: (425) 670-6706 iconnor©waremalcomb.com DEFERRED SUBMITTALS: DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. ARCHITECTURAL A0.1 TITLE SHEET A0.2 GENERAL NOTES A0.3 ACCESSIBILITY NOTES & DETAILS A1.1 SECOND FLOOR - OCCUPANCY AND EGRESS PLAN AD.1 DEMOLITION FLOOR AND REFLECTED CEILING PLANS A2.1 REFLECTED CEILING, FLOOR, AND FINISH PLANS A3.1 DETAILS ELECTRICAL ( 7 SHEETS ) BIDDER DESIGN (UNDER SEPARATE PERMIT) MECHANICAL BIDDER DESIGN (UNDER SEPARATE PERMIT) rSEP A.R \T E PERMIT -,� ° I FOR: I ,echanical C lectricat O'Rurnbing Cily of Tawas 4...Fam,,R3 DMVll I PLUMBING BIDDER DESIGN (UNDER SEPARATE PERMIT) IREVISIONS^�� ----)iso changes =haft ho made to the scope I ;ernr% �..._ t�: �, of prior approval of -711 .,a Building Division. N- ); .. , a : :ric will require a new plan submittal i and may include additional plan review fees. I FIRE PROTECTION BIDDER DESIGN (UNDER SEPARATE PERMIT) Fl copy Permit Noe . t Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnance. Receipt cf approvei Field Copy and conditions is aowledged: Date: X67/10/'/ City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APP, 2 J 2Ji3 PERMIT CENTER >- m F- a_ w 0 X w 0 w I- 0 z 0 0 w V) Li) m F- 0 z J J U) 0 z m 0 0 J w Ct. 0 F- a 0 0 0 z >- F- a- w 0 0_ w w e7 z 0 I- 0 L 0 w a U) 0 z U) z 0 w U) w F- N QC a3 Car) U -14‹ o L fi4 .� g 'lc< CD a J U a) bo U c • 0 N w C/) O NGTON 98188 C/) z w (!) Ct U 0 O O r TITLE SHEET I REMARKS DRAWN BY: P.C.P. JOB NO.: SEA1 7-6229-01 w Q 0 REMARKS CLIENT REVIEW SET PERMIT SUBMITTAL SET DATE CO 04.11.2018 0 N Ili 0 PA/PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA1 7-6229-01 SHEET A0.1 Tue, 10 Apr 2018 W: \SEA\17\6229\01 \Architectural\Cad\CD\6229_A02.dwg UAU HUN. I- I HIS $HJI I 15 NUI ,5U x42 I I I5 A HEDUUU I -KI\ W 0 12 .v g CICD 41‹ ac a� -J 3015 112th avenue NE, suite 205 Lon Lit C VADIS REMODEL GENERAL NOTES FINISH NOTES CEILING NOTES FLOOR PLAN NOTES FIRE AUTHORITY NOTES PRE -CONST. MEETING DEMOLITION N DATE 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF THE DEMOLITION WORK. 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING4.2. PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED.4.4. 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM6.1. DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24 -HOURS IN ADVANCE. 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE DONE IN A LEGAL MANNER. 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF' DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: A. FULL HEIGHT WALL FROM FLOOR TO CEILING. B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE.WALL 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN ADVANCE WITH THE OWNER. 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES,7. CHIPS AND CRACKS. 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY INSPECTOR. 25. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY FIRE DEPARTMENT. 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER. 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH REPAIR / THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). 30. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. 31. EXISTING DOORS TO REMAIN U.O.N. 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHED WITH ARCHITECT PRIOR TO ORDERING PRODUCTS. 3. INSTALL.MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE APPROVED OR NOTED. 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH STATE & LOCAL CODES. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. 6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR. C. THREE (3) 12" X 12"SAMPLES OF ALL FLOOR COVERING. D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. 7. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS. 8. SUBMIT SEAMING PLAN FOR ALL FLOOR FINISHES TO ARCHITECT FOR APPROVAL PRIOR TO ORDER. 9. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. 10. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. 11. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING. 12. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. 13. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION. 14. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N. 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 TRIM CARPET. 16. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND FULL TILE FROM WALL ADJACENT TO DOOR SWING,U.O.N.EXCEEDS 17. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. 18. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 19. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS. 20. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR"AREAS OF MILLWORK, INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH ARE OPEN TO THE FLOOR. 21. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOROR THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. 22. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR WARRANTIES AND ADHESIVE PRODUCTS. 23. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. 24. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. 25. FEATHER SUB -FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL FLOORING TO CARPET, FOR FLUSH INSTALLATION. 26. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT FLOOR TYPES MEET, VERIFY COLOR. 27. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER MANUFACTURER'S MAINTENANCE SPECIFICATIONS. 28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. 29. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. 30. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE+48" LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS AND TO MAINTAIN PRODUCT'S WARRANTY. 31. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY9. AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND.THROAT JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO RECEIVING NEW PAINT FINISH APPLICATION. 32. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR BUCKLING AND HIDE ALL SEAMING OR BUMPS. 33. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 34. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. 35. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED AND ALIGNED, SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDED SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING MORTAR BED/BOND COAT AND WALL TILES. 36. ALL WALL TILES ARE TO HAVE A MORTAR BED BOND COAT THICKNESS TO ACCOMMODATE THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. 37. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING TRANSLUCENT GLASS TILES. 38. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES. 39. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. 40. CONTROL JOINTS AT GYPSUM BOARD ASSEMBLIES: THE MAXIMUM RECOMMENDED CONTROL JOINT SPACING FOR WALLS AND CEILINGS WITHOUT PERIMETER RELIEF 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. 41. CONSTRUCTION JOINTS (EXPANSION JOINTS) AT GYPSUM BOARD ASSEMBLIES: CONSTRUCTION JOINTS ARE REQUIRED AT CONTINUOUS GYPSUM BOARD SURFACES WITH DISSIMILAR WALL STRUCTURE. 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME COLOR AND MANUFACTURER. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ON PLANS. 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATIONS. 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF ABOVE THE CEILING GRID. 12" 8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES .5.3. SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION) - 10. ALL SPRINKLER HEADS AT HARD LID CEILINGS ARE TO BE FULLY RECESSED AND CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO INSTALLATION. 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKEDETECTORS, EXIT SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE NOTED. 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGINEER.2-A-10B: 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. 16. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 17. EMERGENCY LIGHTING SHALL BE (2)SEPARATE SOURCES OF POWER AND SHALL COMPLY WITH THE NEC. 18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES. 20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION. 21. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES,UNIT EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10.ALL 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITION. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL CONSTRUCTION. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN O'-4" OF ADJACENT PERPENDICULAR PARTITION. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO MOISTURE OR WHERE TILE IS USED. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING DRAWINGS. PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE.ELECTRICALLY CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ALL ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS INCLUDED. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING,STIFFENERS,BRACING,9.2. BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & C ONPLAN. VERIFY REQUIREMENTS WITH EQUIPMENT INDICATED L N. Q MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE DIRECTIONAL EXIT SIGNS. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, U.O.N. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS RECESSEDANUNTED ORDSOFFITS FURNISHINGS, SH NGS,LLOWING MRE RECOVAL EPTACLES, UTILITY PIPING, NG,R INSTALLATION OF NSHELFY FSTANDAACE ORDS & ALL OTHER SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING THE DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEW FINISH TO MATCH EXISTING FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH EXISTING FINISH TO PROVIDE CONSISTENT & CONTINUOUS FINISH. 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN ADVANCE. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT STANDARDS. 3.UNOBSTRUCTED ALL-WEATHERAPPARATUS ACCESS ROAD SHALL BE IN AN FIRE AP ARATU CCE PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH LOCAL FIRE AUTHORITY. 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-0". 7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER STATE & LOCAL FIRE CODES. 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR MORE. 9. ELECTRICALESUBCONTRACTORS TO INSTALLUWIRING FOR FIRE SPRINKLER, ALARM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE -PROTECTION SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION FROM FIRE DEPARTMENT PRIOR TO ORDERING. 13. AT LEAST ONE(1)FIRE EXTINGUISHER WITH A MINIMUM RATING OF: C (FOR OFFICE),OR 10 -A -80B: C (FOR WAREHOUSE),SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE �� „ " " 12 -0 IN HEIGHT AND 6 -0 FOR GROUP A PLASTICS AND CERTAIN ' OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING AND FIRE CODES. 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY ANY SPECIAL KNOWLEDGE OR EFFORT. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FOR HORNS, STROBE AUDIO LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, VISUAL SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. 1. PRIOR TO START OF CONSTRUCTION, A PRE HELD INCLUDING A RESPONSIBLE REPRESENTATIVE AND THE GENERAL CONTRACTOR. THE DISCUSSION ARCHITECT -OWNER -CONTRACTOR (AOC) CORRESPONDENCE PROCEDURES. AT A MINIMUM, THE FOLLOWING 2. AOC REGULARLY SCHEDULED MEETINGS -CONSTRUCTION MEETING IS TO BE OF THE ARCHITECT, THE OWNER WILL BE IN REGARDS TO THE PROCESSES AND IS TO BE DISCUSSED: THE ARCHITECT THE CONTRACTOR DAYS IS STANDARD) BY CONTRACTOR PRIOR TO SUBMISSION BE REVIEWED DAYS IS STANDARD) BENEFIT FOR SUBSTITUTION BY DESIGN TEAM CORRECTIONS PRIOR TO DESIGN TEAM THE ARCHITECT IS CONTRACTED TO DO 2.1. WHEN 2.2. WHERE 2.3. HOW OFTEN 2.4. IN PERSON VERSUS CONFERENCE 2.5. APPROXIMATE ALOTTED TIME PER 3. CONSTRUCTION MEETING MINUTES CALLS MEETING BY BY CONTRACTOR 3.1. FORMAT FOR THE MINUTES 3.2. CONTRACTOR TO AUTHOR THE 4. FORMAL CHANGES IN THE WORK MINUTES THE 4.1. ADDENDA AND BULLETINS ISSUED CHANGE ORDER REQUESTS ISSUED 4.3. CHANGE ORDERS ISSUED BY TRACKING MECHANISMS 5. REQUESTS FOR INFORMATION PROCESS 5.1. TRACKING MECHANISM 5.2. DEFINE Cc: RECIPIENT STANDARD RESPONSE 6. SUBMITTAL PROCESS LIST TIMES (2-5 WORKING BY THE CONTRACTOR LIST AND APPROVED MAY NOT TIMES (7-10 WORKING REASONS AND WALK TO BE PROVIDED AND MAKE OCCUR ONLY IF TRACKING MECHANISM 6.2.ISSUANCE SCHEDULE I A H 6.3. DEFINE Cc RECIPIENT 6.4. STAMPED REVIEWED 6.5. NON -REQUESTED SUBMITTALS 6.6. STANDARD RESPONSE 7. SUBSTITUTIONS 7.1. REQUEST FORMS WITH 8. PAYMENT APPLICATIONS 8.1. PROCESS 8.2. SUBMITTAL DATE 8.3. ANTICIPATED TURN -AROUND 9. PUNCH LISTS 9.1. ONLY ONE PUNCH CONTRACTOR TO PUNCH PUNCH. 9.3. A FINAL WALK WILL SO. G.C. G C I C� S T R U CT I O C� S SUBMITTALS 1. AT THE START AND DATES. SUBMITTALS STANDARD 2. A SUBMITTAL CURRENT 3. ALL SUBMITTALS SIGNATURE WILL INCLUDE 3.1. CONFIRMINGC CONTRACT 3.2. COORDINATION 3.3. THE SUBMITTAL 4. REQUESTS THROUGH OF JOB PROVIDE A SCHEDULE OF ALL ANTICIPATED SUBMITTALS FLAG SUBMITTALS WHICH ARE OR COULD BE CRITICAL PATH. FLAG THAT WILL BE REQUESTED TO BE EXPEDITED FASTER THAN THE 7-10 DAYS. LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND A COPY IS TO BE INCLUDED WITH EACH SUBMISSION. MUST BE REVIEWED AND APPROVED WITH A STAMP AND BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION. THE REVIEW BUT NOT BE LIMITED TO: THAT THEBSUBMITTAL MEETS THE REQUIREMENTS OF THE DOCUMENTS. HAS TAKEN PLACE WITH ALL INTERCONNECTING TRADES IS COMPLETE AND COMPREHENSIVE ON SUBMITTALS FOR DIMENSIONS WHICH CAN BE DISCERNABLE MATHEMATICAL MEANS FROM INFORMATION ALREADY PROVIDED ON THE DOCUMENTS WILL NOT BE PROVIDED. NOT REQUESTED BY THE CONTRACT DOCUMENTS MAY OR MAY NOT AT THE DESIGN TEAMS DISCRETION. ARE TO BE ROUTED THROUGH THE ARCHITECT AND ARE NOT TO BE TO ARCHITECT'S CONSULTANTS UNLESS SPECIFICALLY AUTHORIZED IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S A CHANGE RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR THE CONTRACTOR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW BY THE OWNER AND ARCHITECT PRIOR TO PROCEEDING. FOR INFORMATION (BPI'S) CONTRACTOR IS TO REVIEW ALL PROSPECTIVE RFI's AND MAKE TO ANSWER THEM BEFORE SUBMITTING TO THE DESIGN TEAM. IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S A CHANGE RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR THE CONTRACTOR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW BY THE OWNER AND ARCHITECT PRIOR TO PROCEEDING. IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND A COPY IS TO BE INCLUDED WITH EACH RFI SUBMISSION ALONG WITH ANY RESPONSE DUE DATES. METHODS AND MEANS OF CONSTRUCTION WILL NOT BE REVIEWED BE REMOVED FROM THE RFI LOG. ORDERS SCHEDULE OF VALUES OF THE BASE CONTRACT IS TO BE PROVIDED AND ARCHITECT PRIOR TO THE START OF ANY WORK. ORDER REQUESTS ARE TO BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO SUBMISSION OF A CHANGE ORDER. REQUESTS ARE TO INCLUDE A COMPLETE BREAKDOWN BY TRADE TRADE BACK-UP AND UNIT PRICING WHERE APPLICABLE. ORDER REQUEST AND CHANGE ORDER LOG IS TO BE MAINTAINED BY CONTRACTOR AND SUBMITTED ALONG WITH EACH CHANGE ORDER 00 0 CV I 0 00 ,- N 0 I L LWO 23. K O ESALARMS. DOORNOTES CONTRACT 5. SUBMITTALS BE REVIEWED 1. CONTRACTOR MUST NOTIFY ARCHITECT / DESIGNER OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR TO ORDERING PRODUCTS. 2. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL PRIOR TO FABRICATION TO THE ARCHITECT. CABINETMAKER SHALL USE ON SITE FIELD FRAMING DIMENSIONS FOR ALL SHOP DRAWINGS AND FABRICATIONS. ANY SUBSTITUTIONS TO THE FOLLOWING SPECIFICATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. 3. CABINET MAKER TO COORDINATE & VERIFY WITH CONTRACTOR FINAL LOCATION FOR CANTILEVERED COUNTERS FOR IN -WALL SUPPORT BRACKETS, PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ALL APPLICABLE ACCESSIBILITY CODES AND STANDARDS WITH COUNTER TOP MATERIAL THICKNESS INCLUDED. 4. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM ARCHITECT/INTERIOR DESIGNER ON SHOP DRAWING SUBMITTALS OR BY LETTER. 5. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS & LOWER CABINETS IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL OTHERS TO HAVE PLASTIC LAMINATE EDGE BANDING U.O.N. 6. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, UNLESS APPROVED PRIOR TO EACH JOB. ALL BASE CABINET ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS OR ELEVATIONS. 8. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE/POLYESTER OR APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED. 9. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH EXTERIORS. 10. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. 11. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED. 12. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR "FRONT TO BACK" FILING AND BE ABLE TO ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX TYPE FILE FOLDERS, UNLESS NOTED AS LATERAL. 13. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. WHERE NO BACKSPLASH IS SPECIFIED, COUNTER TOPS TO BE SCRIBED TIGHTLY TO BACK & SIDE WALLS. 14. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE OF BASE, UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST BE CAULKED SEALED, VERIFY EITHER MATCHING COLOR CAULK OR CLEAR SILICONE. 15. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, ESPECIALLY FOR SINKS U.O.N. 16. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE BANDING ON ALL DOORS TO MATCH FACE MATERIAL. 17. SEE SPECIFICATIONS/PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. 18. COUNTERTOPS SHALL HAVE A NOSING OF COUNTERTOP MATERIAL AT LEAST 3" DEEP, WHEREBY THE COUNTER MATERIAL EXTENDS INTO THE INSIDE OF THE CABINET, I.E. OVER THE DOOR (WHEN PRESENT). 19. END PANELS AND FRONT EDGES OF EDGE PANELS WHICH ARE PROUD OF THE INTERIOR CABINET SHALL BE FACED TO MATCH DOOR FRONTS. 20. ALL HINGED DOORS TO HAVE CLEAR SILENCERS TOP AND BOTTOM ON DOOR (NOT CABINET). 21. ALL DRAWERS GLIDES SHALL HAVE SILENCERS BUILT INTO THE GLIDE AND NOT INSTALLED ON THE DRAWER OR DRAWER FRONT. 22. ALL DRAWER GLIDES SHALL BE FULL EXTENSION. 23. ALL HINGES SHALL OPEN ±105', EXCEPT WHERE CABINETS ARE ADJACENT TO THE WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP THE DOOR PULL FROM DAMAGING THE WALL. 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL GOVERNING CODES & STANDARDS. NOTIFY THE IMMEDIATELY IN CASE 6. SUBMITTALS SENT DIRECTLY BY THE ARCHITECT. 7. MINOR CHANGES REVIEW. IF SCHEDULE, AND APPROVAL REQUESTS 1. THE GENERAL EVERY EFFORT 2. MINOR CHANGES REVIEW. IF SCHEDULE, AND APPROVAL 3. AN RFI LOG CURRENT CRITICAL 4. RFI's REGARDING WILL CHANGE 1. A COMPLETE TO THE OWNER 2. ALL CHANGE OWNER AND 3. CHANGE ORDER ALONG WITH 4. A CHANGE THE GENERAL REQUEST. AL OTES ARCHITECT OF DISCREPANCY. 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. SIG 1. COORDINATE TELEPHONE/DATA INSTALLATION SUB -CONTRACTOR. 2. ALL EXISTING ELECTRICAL DEVICES 3. ALL OUTLETS TO BE INSTALLED AT POWER 8c SIGNAL PLAN. DIMENSION OUTLET BOX. NON -DIMENSIONED OUTLETS STUD.STANDARDS. 4. OUTLETSOR WHEN ARE GROUPED TOGETHER MORE THAN 2"APART. 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES +15"TO BOTTOM RECEPTACLE AND FLOOR. SEE NOTE 6, BELOW, FOR GENERAL 6. ALL NEW WALL MOUNTED 15, 20, AND CENTERED AT +18"A.F.F., U.O.N. 7. ALL TELEPHONE AND DATA CABLE TO SUPPORTED INDEPENDENTLY FROM SUSPENDED SUPPLIED BY TENANT; ALL PULLS AND 8. LOCATIONS OF FURNITURE POWER FEEDS WIRE PER ELECTRICAL DRAWINGS. PROVIDING FURNITURE POWER FEED, POWER FEED. 9. WHERE DEDICATED ELECTRICAL OUTLETS PANEL SYSTEM, THE PANEL SYSTEM 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT SPECIAL CONVENIENT LOCATIONS. 11. WHERE ELECTRICAL WORK IS SPECIFIED LAMPS AND FIXTURES ARE TO BE PROVIDED 12. CUT-OUTS FOR SWITCHES, OUTLETS, CONTRACTOR ARE TO BE COORDINATED U.N.O. ALL RECEPTACLES WHERE MILLWORK ELEVATIONS OF THE MILLWORK ITEM 13. ALL WALL COVER PLATES SHALL BE DIFFERENT, MATCH BUILDING STANDARD. 14. ALL SEPARATE CIRCUIT RECEPTACLES STANDARD COLOR COVER PLATE. 15. POWER/SIGNAL AND REFLECTED CEILING INFORMATION OF THE CONTRACTOR. 16. TENANT TO PROVIDE AND INSTALL THE CABLING. CONTRACTOR TO COORDINATE WITH TENANT. 17. ALL/ANY CORE DRILL LOCATIONS SHALL DRILLING. ALL UNUSED CORE DRILLS REQUIRED TO MAINTAIN FLOOR FIRE 18. ALL TELEPHONE AND COMPUTER WIRES CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR BOXES AT EACH LOCATION. 19. CONTRACTOR SHALL OBTAIN APPROVAL LOCATIONS. f WITH APPROPRIATE ARE TO REMAIN, UNLESS NOTED OTHERWISE. LOCATIONS SHOWN BY DIMENSIONS ON THE ALL OUTLETS FROM THE CENTERLINE OF THE ARE TO LOCATED AT THE NEAREST (2 MORE),THEY ARE TO BE SPACED OR LESS SHALL BE MOUNTED BETWEEN TO TOP OF RECEPTACLE FROM FINISH MOUNTING HEIGHT 30 AMP OUTLETS/RECEPTACLES TO BE BE TEFLON COATED PLENUM RATED CABLE,AND CEILING SYSTEM. CABLING TO BE TERMINATIONS BY GENERAL CONTRACTOR. SHALL ACCOMMODATE CIRCUITS AND TENANT SHALL BE RESPONSIBLE FOR GENERAL CONTRACTOR SHALL INSTALL THE ARE NOTED WITHIN THE FURNITURE SHALL ACCOMMODATE THIS REQUIREMENT. TO SLIDING PANELS/WALLS AND OTHER IN CONJUNCTION WITH CABINET WORK, BY THE GENERAL CONTRACTOR. ETC. AS REQUIRED BY THE CABINET WITH THE ELECTRICAL CONTRACTOR, OCCURS SHALL BE LOCATED PER IN QUESTION. WHITE, UNLESS BUILDING STANDARD IS TO BE ORANGE COLOR WITH BUILDING PLANS ARE FOR THE GENERAL EXACT LOCATIONS SHOULD BE VERIFIED. TELEPHONE AND DATA COMMUNICATION SCHEDULING AND OTHER REQUIREMENTS BE VERIFIED WITH DESIGNER PRIOR TO SHALL BE PLUGGED AND CAPPED AS RATING. SHALL BE PULLED BY TENANT SHALL PROVIDE PULL WIRES AND FROM ARCHITECT FOR ALL THERMOSTAT b s 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". 4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS. 5. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATINGS. 6. ALL HARDWARE TO BE LEVER -TYPE PER GOVERNING CODES & ACCESSIBILITY 7. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE FINISH FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH BUILDING STANDARD AND CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. 8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. 10. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME THICKNESS' FOR EACH LOCATION. 11. ALL DOOR FRAMES TO BE FACTORY FINISHED, U.O.N.. 12. ALL WALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. 13. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH TO "AS NEW" CONDITION. 15. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPENABLE FOR EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. 17. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RECITES, HARDWARE, DOOR AND RECITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. GLAZING NJOTE S DESIGN U I L ® N OT S 1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS. 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. 4. FIXED OR OPERABLE GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN THE BUILDING CODE SHALL BE TEMPERED GLASS (SAFETY GLASS). 5. GLAZING IN SWINGING, SLIDING AND BIFOLD DOORS SHALL BE TEMPERED. 6. GLAZING ADJACENT TO DOORS: ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE 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. 7.2. THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR. 7.3. THE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR. 7.4. WALKING SURFACE IS WITHIN 36 . 8. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS. 9. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITE SITUATIONS, SILICON IS TO BE PROVIDED U.O.N. 1. LIGHT SWITCHES SHOULD 2. CONTRACTOR INSTALLATION. SWITCHES ONLY. 3. CONTRACTOR LIGHT FIXTURES. 4. CONTRACTOR CONFORMS RESPONSIBLE ROOF -MOUNTED SHALL BE INSTALLED BE GANGED TOGETHER UNLESS TO VERIFY ALL SWITCH NUMBER OF SWITCHES INDICATED ON THE DRAWINGS SHALL PROVIDE SEISMIC SHALL VERIFY AND PROVIDE TO THE OWNER'S HVAC SPECIFICATIONS. FOR ALL ROOF PENETRATIONS MECHANICAL UNIT REQUIRED AT +48"A.F.F. MULTIPLE SWITCHES OTHERWISE SPECIFIED. LOCATIONS WITH THE ARCHITECT PRIOR TO FOR OPEN AREA IS BIDDER DESIGN. FOR OPEN AREA ARE FOR REFERENCE BRACING AT ALL NEW AND RELOCATED A COMPLETE HVAC SYSTEM WHICH CONTRACTOR SHALL BE AND PATCHING, ANY SCREENING OF BY GOVERNING JURISDICTION. RECEIVED CIT,; OF TUKWILA e� 1 232 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MY 1 2018woof • City of Tukwila BUILDING DIVISION W 0 12 .v g CICD 41‹ ac a� -J 3015 112th avenue NE, suite 205 Lon Lit C VADIS REMODEL GENERAL NOTES REMARKS DRAWN BY: P.C.P. JOB NO.: SEA1 7-6229-01 DATE REMARKS CLIENT REVIEW SET PERMIT SUBMITTAL SET DATE 00 0 CV I 0 00 ,- N 0 PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA1 7-6229-01 SHEET A0.2 Tue, 10 Apr 2018 W: \SEA\17\6229\01 \Architectural\Cad\CD\6229_A03.dwg UAU HUN: H- I H15 $H JT I I NUI .5U x42 I I I $ A KEUUUEU HKIN (a) FRONT APPROACH (c) POCKET OR HINGE APPROACH (b) SIDE APPROACH (d) STOP OR LACH APPROACH MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES AND FOLDING DOORS DOORS, DOORWAYS & GATES SCALE: 1/4"=1'-0" IACDR-2_ICC— 01 (C) (B) TWO DOORS IN SERIES (A) DOORS, DOORWAYS & GATES SCALE: 1/4"=1'— 0" IACDR—Series_ICC-01 ACCESSIBILITY NOTES 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 AND CODES FOR ALL ACCESSIBILITY REQUIREMENTS. 3. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE ACCESSIBILITY GUIDELINES AND CODES. 4. ANY DISCREPANCY CONTAINED HEREIN DOES NOT RELIEVE THE GENERAL CONTRACTOR OR OWNER FROM COMPLYING WITH THE ACCESSIBILITY GUIDELINES AND CODES. NOTES: 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SUP RESISTANT. 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL COMPLY WITH CARPET PILE HEIGHT FIGURE BELOW. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE SHALL COMPLY WITH CHANGE IN LEVEL FIGURES BELOW. CARPET PILE HEIGHT VERTICAL CHANGE IN LEVEL (A) DOMINANT DIRECTION OF TRAVEL 1/2" MAX.4 LONG DIMENSION PERPENDICULAR TO DOMINANT DIRECTION OF TRAVEL ELONGATED OPENINGS IN FLOOR OR GROUND SPACE eN (B) BEVELED CHANGE IN LEVEL FLOOR OR GROUND SURFACES CHANGES IN LEVEL SCALE: N.T.S. IACMI—Floor_surface_Ievel_ICC-01 SIGN 4" ',t4" X DMAX. MAX. co POST N V (A) (B) LIMITS OF PROTRUDING POST MOUNTED PROTRUDING OBJECTS OBJECTS EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4-1/2" MAX. REDUCED VERTICAL CLEARANC PROTRUDING OBJECTS SCALE: 1/4"=1'-0" IACMI—Protruding_ob jects_ICC-01 TACTILE "EXIT" SIGN CHARACTERS Sc BACKGROUND OF SIGNS TO BE NON—GLARE FINISH AND TO CONTRAST WITH EACH OTHER (STANDARD COLOR: WHITE ON BLUE BACKGROUND, UNLESS APPROVED OTHERWISE). COLOR & CONTRAST OF SIGN TO BE DISTINCTLY DIFFERENT THAN COLOR & CONTRAST OF WALL. SANS—SERIF UPPERCASE CHARACTERS, RAISED 1/32" PER LOCAL APPLICABLE ACCESSIBILITY STANDARDS CORRESPONDING (GRADE 2) BRAILLE PER LOCAL APPLICABLE ACCESSIBILITY STANDARDS SCALE: 3"= 1'-0" IACSI— Exit—ALL UNOBSTRUCTED FORWARD REACH 10" MAX. UNOBSTRUCTED HIGH SIDE REACH 20" MAX. >20"-25" MAX. (A) (B) OBSTRUCTED HIGH FORWARD REACH (A) 10" MAX. (B) OBSTRUCTED HIGH SIDE REACH MAXIMUM 0.5" 2" 5" 6" 9" 11" REACH DEPTH (13 mm) (51 mm) (125 mm) (150 mm) (230 mm) (280 mm) MAXIMUM 48" 46" 42" 40" 36" 34" REACH HEIGHT (1220 mm) (1170 mm) (1065 mm) (1015 mm) (915 mm) (865 mm) REACH RANGES SCALE: 1/4"=1'— 0" IACMI—Reach_range_ICC-01 8 24" 48" MIN. 24" CLEAR WIDTH OF AN ACCESSIBLE ROUTE 4 42" MIN. /— 42" MIN. ile_ / (A) X < 48" 180' TURN CLEAR WIDTH SCALE: 1/4"=1'-0" 36" MIN. 36" MIN. �j' / _ •jam (B) X < 48" 180' TURN (EXCEPTION) CLEAR WIDTH AT 180' TURN IACMI—Clear_width_ICC-01 0 / / / I CIRCULAR TURNING SPACE 48" MIN. r � L 48" MIN. z co N) 60" MIN. CO M z N r L J SIZE OF CLEAR FLOOR SPACE L J Z 0 M L BASE r---. ' z 0 12" 1, 36" MIN. 12" MIN. MIN. T—SHAPED TURNING SPACE r 1 L J 30" MIN. (B) PARALLEL SIZE AND POSITION OF CLEAR FLOOR (A) FORWARD SPACE MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH CLEAR FLOOR OR SCALE: 1/2"=1'-0" 60" MIN. MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH GROUND SPACE IACMI—Floor_space_ICC-01 NOTES: 1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR LANDINGS. 2. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL. 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OR THE WRIST. 4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FINISH FLOOR OR GROUND. 6. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 7. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90' THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12' FROM THE LATCH IS 5 SECONDS MIN. 8. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70' THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. 9. THE FORCE FOR PUSHING OR PUWNG OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: 9.1. INTERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX. 9.2. SLIDING OR FOLDING DOORS: 5 LBS (22.5 N) MAX. 9.3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS (66.7 N). 9.4. EXTERIOR HINGED DOORS: 5 LBS (22.5 N) MAX. 10. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. 11. WHERE AUTOMATIC AND POWER -ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART OF A MEANS OF EGRESS THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32" MIN. WHEN OPERATED IN EMERGENCY MODE. (A) HINGED DOOR 32" MIN. ,36" MIN. Jr N (B) (C) (D) SLIDING DOOR FOLDING DOOR DOORWAYS WITHOUT DOORS CLEAR WIDTH OF DOORWAYS 18" MIN. (A) FRONT APPROACH, PULL SIDE (C) HINGE APPROACH, PULL SIDE (*) IF BOTH CLOSER AN LATCH ARE PROVIDE (B) FRONT APPROACH, PUSH SIDE (*) IF BOTH CLOSER AND LATCH ARE PROVIDED. (**) 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED. (E) HINGE APPROACH, PUSH SIDE (D) HINGE APPROACH, PULL SIDE z 0 r (*) 54" MIN. IF CLOSER IS PROVIDED. (F) LATCH APPROACH, PULL SIDE (*) 48" MIN. IF CLOSER IS PROVIDED. (G) LATCH APPROACH, PUSH SIDE MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS z c d (B) PUSH SIDE 00 A X (A) PULL SIDE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila BUILDING DIVISION E R C IV 4 �.d� t 6.. Ll IINET TUKWILA PERMIT CENTER (C) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH MANEUVERING CLEARANCE AT RECESSED DOORS DOORS, DOORWAYS & GATES SCALE: 1/4"=1'-0" IACDR-1 _ICC -01 SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS W cts 0 (I) Tts o U tncD _/ w J O v Q.Fp C O cc oo O cu i Looll VADIS REMODEL nztN w vJ 0 z VJ z U O C 0 NGTON 98188 T U IOW I LA, WASH ACCESSIBILITY NOTES & DETAILS REMARKS I DRAWN BY: P.C.P. JOB NO.: SEA17-6229-01 DATE REMARKS CLIENT REVIEW SET PERMIT SUBMITTAL SET DATE 03.15.2018 04.11.2018 ■ PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA17-6229-01 SHEET A0.3 Tue, 10 Apr 2018 W: \SEA\17\6229\01 \Architectural\Cad\CD\6229_A11.dwg CAU HUN: II- I HIS SHS± I 1 $ \U I .5U x42 I I I$ A KEUUULiU HI -<11\ CONFERENCE: B 367 S.F. / 15 S.F. PER OCC. TOTAL OCCUPANTS = 25 BREAK: B 45 S.F. / 15 S.F. PER OCC. TOTAL OCCUPANTS = 3 CONFERENCE: B 250 S.F. / 15 S.F. PER OCC. TOTAL OCCUPANTS = 17 ASSEMBLY: B 154 S.F. / 15 S.F. PER OCC. TOTAL OCCUPANTS = 10 (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE ( ROOM (E) OFFICE (E) OFFICE TANCE = 64'-1 0" (E)FFICE OPEN O (E) OFFICE 1/8"=1'-0" 0 4' 8' 16' 32' SECOND FLOOR —OCCUPANCY AND EGRESS PLAN SCALE: 1/8"=1'-0" b SEE SHEET A0.1 & A0.2 FOR ADDITIONAL GENERAL NOTES OCCUPANCY & EGRESS NOTES 4 5 6 EXISTING LOBBY WITH STAIR TO REMAIN. EXISTING ELEVATOR TO REMAIN. EXISTING STAIR TO REMAIN. EXISTING TENANT SEPARATION WALL TO REMAIN. EXISTING RESTROOM FACILITY. AREA OPEN TO BELOW. WALL—MOUNTED TACTILE "EXIT" SIGN AT LOCATIONS INDICATED. SEE COMMON PATH DISTANCE TO EXITS: (1016.2.1 SPRINKLERED BUILDING) B/BUSINESS 100 FEET MAX. LEGEND •♦•♦ MAXIMUM TRAVEL DISTANCE. AREA NOT IN CONTRACT (N.I.C.). AREA CLASSIFIED AS "B" OCCUPANCY WITH AN OCCUPANT LOAD OF 100 PER IBC 2015 AREA CLASSIFIED AS "B" OCCUPANCY WITH AN OCCUPANT LOAD OF 15 PER IBC 2015 OCCUPANCY & EXIT LEGEND REQUIRED EXIT. EXISTING EXIT. EXISTING CEILING—MOUNTED EXIT SIGN. SHADED QUADRANT INDICATES FACE OF LETTERING. EXISTING WALL—MOUNTED EXIT SIGN. SHADED QUADRANT INDICATES FACE OF LETTERING. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 112018 City of Tukwila BUILDING DIVISION ;RECEIVED CITY OF TUKWILA An 2. 0 2M PERMIT CENTER VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. QC� a) C.) 2 L.T..1 cz4 s D-‹ ti J 0 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE J W D O w 0 0 d - N w VJ 0 z (i) z ctw F- U C C 0 C NGTON 98188 TU KW I LA, WASH SECOND FLOOR - OCCUPANCY AND EGRESS PLAN REMARKS DRAWN BY: P.C.P. JOB NO.: SEA17-6229-01 DATE REMARKS CLIENT REVIEW SET PERMIT SUBMITTAL SET DATE 0 0 N tri ri 0 04.11.2018 PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA17-6229-01 SHEET A1 .1 Tue, 10 Apr 2018 W: \SEA\17\6229\01 \Architectural\Cad\CD\6229_AD1.dwg CAU I IU\: II- I H15 $HJL I I $ \U I .5U x42 I I A HEUUUEU HHIN (E) STORAGE 1249 DEMOLITION REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" 1 1/8"=1'-0" 0 4' 8' 16' 32' .4 " • "WA iti-+-47-1-7,411 • off DEMOLITION FLOOR PLAN SCALE: 1 /8"=1'-0" N SEE SHEET A0.1 AND A0.2 FOR GENERAL NOTES DEMOLITION CEILING NOTES 1 EXISTING CEILING GRID & TILES TO REMAIN THROUGHOUT, U.O.N. PATCH & REPAIR GRID AS REQUIRED AND REPLACE DAMAGED TILES AS NEEDED. DEMOLITION FLOOR NOTES 10 11 CUT -IN SECTION OF WALL AS REQUIRED FOR NEW 3'-0" WIDE SIDELITE. EXISTING MILLWORK TO REMAIN. LEGENDS • INDICATES AREA NOT IN CONTRACT (N.I.C.) CEILING LEGEND EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN El EXISTING 2'x2' FLUORESCENT LIGHT FIXTURE TO REMAIN EXISTING 2'x4' EMERGENCY FLUORESCENT LIGHT FIXTURE TO REMAIN r -1 EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO BE REMOVED - I- - J SAVE FOR RELOCATION O EXISTING WALL -WASHING LIGHT FIXTURE TO REMAIN EXISTING CEILING -MOUNTED EXIT SIGN TO REMAIN WALL LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila BUILDING DIVISION 'RECEIVED Cfa m° OF T UKWIL A 2. 3. PERMIT CENTER. Leading Design for Commercial Real Estate V � � v a, VbU 3015 112th avenue NE, suite 205 VADIS REMODEL w VJ 0 ct z W 0) z cf) w i— ce U (0 C O Co r Co 0) z 0 H 0 z_ Q DEMOLITION FLOOR & REFLECTED CEILING PLAN REMARKS I DRAWN BY: P.C.P. JOB NO.: SEA1 7- 6229- 01 DATE REMARKS CLIENT REVIEW SET PERMIT SUBMITTAL SET DATE Do 0 N 04.11.2018 PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA1 7- 6229- 01 SHEET AD.1 Tue, 10 Apr 2018 W: \SEA\17\6229\01 \Architectural\Cad\CD\6229_A21.dwg CAU HUN: II- I H15 SH�� I 15 \U I ,5U x42 I I A KEUUUdU NKIN I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE c2 Tz-E3 c_, o J Q 3015 112th avenue NE, suite 205 VADIS REMODEL 0 CV W CiVJ 0 ft z �W VJ z W f Z U O 0 0 coco r C) z 0 F- c9 z Q J i REFLECTED CEILING, FLOOR AND FINISH PLANS (E) STORAGE DOOR SCHEDULE GENERAL NOTES:� SEE SHEET A0.1 AND A0.2 FOR ADDITIONAL GENERAL NOTES DOOR & FRAME: REFLECTED CEILING PLAN 1. SEE KEYNOTE INFORMATION FOR ANY REQUIRED INSULATION. FLOOR PLAN ©. A B HARDWARE: SUITE STANDDARD ARDS. DOORS ARE AND SHALL MATCH EXISTING BUILDING PROVIDE AND INSTALL NEW SUITE STANDARD DOOR AND FRAME ASSEMBLY WITH SIDELIGHT. SIDELIGHT IS 36" WIDE, FRAME TO MATCH EXISTING BUILDING STANDARD.. EXISTING DOOR AND FRAME ASSEMBLY TO REMAIN. VARE: 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. SEE KEYNOTE INFORMATION FOR ANY REQUIRED INSULATION. 4. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR ARCHITECT UPON COMPLETION. 5. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 6. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. 7. ALL DRYWALL CORNERS AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD. ALL EXPOSED EDGES TO BE FINISHED WITH METAL TRIM. 8. DIMENSIONS OF COLUMN FURRING IN A COMMON AREA ARE TO BE EQUAL DIMENSIONS WITH EDGES ALIGNED, U.O.N. 9. INTERIOR GYPSUM BOARD WALL SHALL CONFORM TO ICC REPORT -33 ESR 1 8. FINISH PLAN 249 z, -�� ` 'eee♦ '-�- REMARKS CLIENT REVIEW SET PERMIT SUBMITTAL SET °�°-- °°e°�' Foe 3 0 °°ee°. ,�, .:, ,e°eee® ,� WORK 'eeeee- ' OOM ►eee°� (E) OFFICE I 47 248 ,I .:eeee� 254 °°°eee°� (E) OFFICE (E) OFFICE (E) OFFICE (E) OF=10E OFFICE I = �eee� (EI ecce CON .RENCE(E) 253 I252 25 250 �� (E) OFFICE :_ eeee, ��'� ' .© 1 2 DOOR HARDWARE SHALL BE AN ACCESSIBLE LEVER STYLE. HARDWARE TO MATCH EXISTING BUILDING STANDARD.. PROVIDE AND INSTALL NEW PASSAGE SET HARDWARE SET WITH ' CLOSER TO MATCH SPECIFICATIONS LISTED ABOVE. EXISTING DOOR HARDWARE TO REMAIN. ® ® 'IWoo0 1 :eeeee® eee1 'ee TYP CONFERENCE (E) 0 OPEN FICE ,ee . . BOOM ►• E OPEN © 44 ►eek 240 . FFICF 243 ►e°eee4. 242 (E) OFFI E 1 r , A3.1 A3.1 ®� 24� ►;eeeeeeee• 1 (E KITCHEII 2 I 14 � ee°eeeee s000eeeeo� 241 ►eeeeeeeeee® °i;�!^!�e°°epi--=-e=i�iNiese�i������������e�������i����-�e��e�e��e�e��������e�� ►!,�o°°°°°°°°°°°°°°°°e°e°e°s°e°°°°e°e°e°°s♦eiei♦°oe° '.. e.� o a�oeeeeeeeeeeeeeeeoeeee0000eeee00000eeeesoeooee000eoeseeeeee♦eeeeee♦ A3.1 T 1. PROVIDE APPROPRIATE SEALER FOR ALL NEW FINISHES PER MANUFACTURER'S RECOMMENDATION. 2. 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. 3. INSTALLATION LEVELS OF GYPSUM BOARD FINISHING AS FOLLOWS: 3.1. LEVEL 1 FINISH: WHEN ABOVE FINISHED CEILINGS AND CONCEALED FROM VIEW. 3.2. LEVEL 2 FINISH: AS A SUBSTRATE FOR TILE. 3.3. LEVEL 3 FINISH: WHEN SCHEDULED TO RECEIVE A HEAVY OR MEDIUM TEXTURED FINISH. 3.4. LEVEL 4 FINISH: IN OFFICES AND OTHER AREAS THAT RECEIVE LOWER PUBLIC TRAFFIC AND VISIBILITY. 3.5. LEVEL 5 FINISH: FOR ALL WALLS AND CEILINGS TO RECEIVE A PAINTED FINISH, LIGHTLY TEXTURED FINISH. 4. ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB -1) AND CARPET (C-1), U.O.N. 5. PREPARE WALLS TO RECEIVE (2) COATS EGGSHELL PAINT, U.O.N. REFLECTED CEILING NOTES oi�io°����iee;>o�o�o�o�+e+�o�o�+�o�o�o�o�+�o�o�o�+eo�+o000�++�o�+�o�o�o�o�+�o�o�o�+�i��i�i�i�i�i�i�i�o�i�i�i�i�i�i�ioo�00000•�•000�o�o�o�o�o A.4"-,--41" _oe�"&44-4g ,_,ate,-_- ,_ -AL.',...:... ♦����► --�-- � �i-�-►�������►��'��►`i )-����' ���'�-� '�►'O �� �-��-�-�--�-� `i►-�'►-�►-��'lle�e�e�e� ��-����. ► �e,,•;••.:.e.�.e.� 7416, �.�.���.��.�� , N4P..e��...� 74., .... ,egoee.��e��..�.a.�.eir _' �,�= -tee= ooeoe., / // A3.1 SIM. 'II ' ..�.�� . Ali,.�6y4h, -I'lr I .. •r. .-.-,m'N _ ._ 1 �-, 4�i� NI1NI .�. REFLECTED CEILING PLAN S -0 " I LEGENDS SCALE: 1 /8"=1'-0" eeeee ♦:♦:♦:.:♦: INDICATES AREA NOT IN CONTRACT (N.I.C.) REFLECTED CEILING LEGEND EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN EXISTING 21x4' EMERGENCY FLUORESCENT LIGHT FIXTURE TO REMAIN ;`� :, B 2 ® 0 NOTE: EXISTING WALL -WASHING LIGHT FIXTURE TO REMAIN EXISTING CEILING -MOUNTED EXIT SIGN TO REMAIN ADDITIONALDIRECTIONAL EXITBEREQUIRED eeeee, �_eeeeee• °ecce°eee. v WALL PRIOR TO FINAL INSPECTION AND SUBJECTTO INSPECTOR. LEGEND �eeeeeee� °eoeoeo� ►oeoeoe�� • ,- 1 �� 1 44* ,� a©, a Q© B 2 °- - EXISTING CONSTRUCTION TO REMAIN •"' PARTITION TO UNDERSIDE OF CEILING ����' ° FINISH A3.1ee�ea� LEGEND A16 3.1 10 4 D 1 THE CEILING/LIGHTING THROUGHOUT IS EXISTING TO REMAIN, U.O.N. 4104P"-__;] B © ►eee°eee°°°ee°ee`°A 11 I 11'-5" 25'-5" 2 DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. 1 I °°eAt ,eeeeeeee°ee® B 2- K I I a© 3 TYPICAL INSTALLATION OF LIGHT SWITCHES r m $s eeeeeee♦ ," ,���` ►eeieeeeeeeeeee°e°e°e°ee°e°e°eee°e°eee°e°e°e°eee°e°e°e°ee°e°e°e°a°e°eee°e°e°e°e°e°e°e�e�e�e'V �.� . ��.f, ����,,eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee +i\o��oe°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i°i/.#'Y'.,eoeeoe ,,....�����► �� _._A.._._._._ A.._._._._.A_._._._._._ee£•_._._._._._._._._._._ ���s�������s������ � ._._.A_._._..1h,. A._._ ���������� 'V 'V 'V 'V 'V°e°e°eeee°e���°off iv A. A...♦♦'.._ 4 . FLOOR AND T -STATS AT ROOMS WITH SIDELITES,SEE A3.1 NOTES .� ...16. .�.�.♦'`,'°•>,•�.°•eco+. .4.....?._,,... � Nry �eYeo� ►�!��� �.�,.;1�'iee�►eeeeoeee♦ H eee Ir ♦1►eeo��e�e�e�e�eee�eee�e�e�e�e��eee��e� e�eee�4�!-�_� - i�e.re��!�� �e14 1",..-7-":-.---4--17:4-r 4/4".. �ee4„ FLOOR PLAN SCALE: 1 /8"=1'-0" 10 NEW WALLS OF THIS ROOM TO BE INSULATED WITH R-11, THERMAL BATT INSULATION. 11 NEW 20 MIN. TEMPERED GLASS FIXED WINDOW WITH INTERMEDIATE FINISH HORIZONAL MULLION IN FRAME TO MATCH DOOR FRAMES. ALIGN TOP OF FRAME WITH TOP OF DOOR FRAME AND BOTTOM OF FRAME AT FLOOR SIMILAR TO SIDELITES. NOTES SYMBOLS LEGEND - INDICATES LINE OF FLOOR TRANSITION © 30 EXISTING FINISHES TO REMAIN IN THIS ROOM. FINISH - ® - -\ INDICATES LOCATION OF NON -TYPICAL WALL FINISH LEGEND 31 NEW CONSTRUCTION TO MATCH EXISTING ADJACENT FINISHES. a> - �������.� ►eeeeeeeeee �I WALL FINISHES ►eeeieiei� 'eeeee• eee°°e� °°°° = P ITEM: PAINT - TYPICAL THROUGHOUT, U.O.N. Q P MFR: MATCH EXISTING COLOR/NO: MATCH EXISTING FINISH: MATCH EXISTING ITEM: PAINT -ACCENT 'eeeet 30 30 30 30 30 30 30 30 ►e��e' 30 �°- FOR RE IE��� ED O CODE COMPLIANCE MAY 11 2018 City of Tukwila BUILDING DIVISION ►eoeoeoe� ,I, J RB MFR. MATCH EXISTINGAPPROVED COLOR/NO: FINISH: MATCH EXISTING MATCH EXISTING ITEM: RUBBER BASE 1.4. g ee 30 ►eeeeei gee 31 ,4 TYP FLOOR v MFR: MATCH EXISTING COLOR/NO: MATCH EXISTING SIZE: MATCH EXISTING STYLE: STRAIGHT © CARPET / COVED ® RESILIENT FLOORING FINISHES 4,I•.4 ���= °� 30 a 30 II �ee�•�I'�Lilk� i -� 30 �� EI r F; C �A OF jU��Jli 4 c5 ER►T cEI�TER °eI,eeeeewe`` -Zr' I L--ST: e°e°e�° eeeeeeeeee® C ITEM: CARPET - TYPICAL THROUGHOUT, U.O.N. �� ►ie!!ioies°iiii°iioiei°ie0� i°ii°i°i°°ire°i°iii°i°i°iioiii°i°si°eii°iiioeiiiisi°iei°°i•ee• ilie�����eooe°e000000eeoeoe000eoeee°eoe00000000000eoeoeoe°ooe00000co°pee°°°°°eee000ooeoeoeeoeee0000eoee°°oeeoeoej�e^eeeeeeo. ���i.�� '�°�I�e°e�`•°;•>��!!o°°i!:!+!o�•+!+�i�i�t.+o++�o�+++�o++o�e�+���i►s:!+++°o�•�o++�+!o•++++�e�+!e!o!+���+�+�+�+!�I,��'14;14tV: �♦ �eeeeeee� �•+•�°ee+•+•+• 1 MFR: MATCH EXISTING STYLE: MATCH EXISTING COLOR/N0: MATCH EXISTING INSTALLATION: GLUE -DOWN ►A. - .e� ,1,-• i �•�iI0, , -4r 'V'o'o' 'V 'o'+'� ►'� .►'+'4 V4 V.1,i- ,.i#, .:reVS/ ...., eoeoeoeeeeee "110 ..' / 4. 46WI . "1r.'o'."irs71r.v vdri s- '1Fir.+'���,eeeoe�e�,'�-_` 40goo.�eer�o4V•eo�i►4441� #,, �eieee00000kt44 �s.e'- 1/8"=1'-0h1 yz 611 FINISH PLAN /V ik OVO 0 4' 8' 16' 3 2' SCALE: 1 /8"=1'-0" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE c2 Tz-E3 c_, o J Q 3015 112th avenue NE, suite 205 VADIS REMODEL 0 CV W CiVJ 0 ft z �W VJ z W f Z U O 0 0 coco r C) z 0 F- c9 z Q J i REFLECTED CEILING, FLOOR AND FINISH PLANS REMARKS I DRAWN BY: P.C.P. JOB NO.: SEA17-6229-01 DATE REMARKS CLIENT REVIEW SET PERMIT SUBMITTAL SET Foe 3 0 PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA17-6229-01 SHEET A2.1 Tue, 10 Apr 2018 W: \SEA\17\6229\01 \Architectural\Cad\CD\6229_A31 \6229_A31.dwg (AU HUN: If I HI $ SHL± I I $ NW ,5U x42 I I I5 A KIUULhU HKIN C4 _7;1 W o Q v .< 0 1alia "FT P4 o a J O N {32 0 00 a' W � z� 0a' 3 � N gco 1 VADIS REMODEL I_ DETAILS 18 DRAWN BY: DOOR JAMB _'_ JOB NO.: �_- WALL TYPE NOTES: 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC -ESR -1338 2. SEE BASEDONG WALLLL HEIHGHTSTA ANDLE FOR METAL STUD SIZES ASSTUD OTEDAONEAND EACH WALL SPACING TYPE. 3. MAX. STUD SPACING SHALL BE 24". " 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. DECK LINE - BRACE TO STRUCTURE, ALTERNATE @4'-SIDESO.O.0USEMATCH METAL " , Ar A3.1 5/8" 20UD SIZE GA. MIN.) & BENDGAUGE (3 WEB IN OPEN POSITION SIDELITE ���'Atil�'„ rR41.^*St"' ^�4�& FASTEN TO TOP TRACK.�-"4. �`� MAX. LENGTH OF BRACE 25 0DOOR . ��►.�, + + DATE 03CO 00 N tri N -i 0 N -4' 0 \ RECEPTION IIIIIIIIIIIIIIIII!111111111111IIIIIIIIi � r� '' i1IIIIIIIIIIIIIIIII11111IIIIIIIIIIIIIIII INSULATION WHERE OCCURS SEE RCP SUSPENDED CEILING, ACOUSTICAL SEE RCP �- f i I PARTIAL PLAN 240 WALL TYPE PATTERN .. SCRIBE WALL BOARD TO CEILING \ \ T 18 DOOR HANDLE GRID AND TRIM NEAT AND TRUE I I 111::41111 ' LIGHT SWITCH/SENSOR A3.1 WALL TAG MODIFIERS: ;. TOP TRACK SECURED TO WALL THERMOSTAT C2= 2-1/2" METAL STUDSSCREWS -41 BRACEW/(2)#8SHEETMETAL/ rt -C4= � — NOTE:R PROVIDE STUDS SWITCH/SENSOR DIMENSION METAL BLOCKING BETWEEN TO MOUNT LIGHT & THERMOSTAT AT INDICATED / , C3= 3-5/8" METAL STUDS 4" METAL STUDS BOTTOM TRACK FASTENED TO FLOOR @ 16"O.C. MAX. C6= 6" METAL STUDS C8 8" METAL STUDS 5/8" GYPSUM trt, �0 LJ .° ` WALL BASE WHERE OCCURS, / BOARD EACH SIDE OVER METAL STUDS, cv SEE METAL STUD � SEE FINISH PLANS ACOUSTICAL SEALANT FLOOR LINE - LT. SWITCH (OR @ I T -STAT @ SIDELITE GLASS FRONT) MILLWORK ELEVATION 16 TABLE FOR SPACING .-< _1 �— LARR # 25889 WALL TYPE -C- WALL TO UNDERSIDE OF CEILING SCALE: 3/8"=1'-0" IMIMI-Light_switch_T_stat-01 11 i SCALE: 1-1/2"=1'-0" IWAMT-Wall_type_C-01 v / SCALE: 3/8"=1'-0" MEMBER DEPTH: FLANGE WIDTH: i 162 (EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" - X ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. DEPTH IS THE INSIDE DIMENSION. 6000 162 - 54 STYLE: MATERIAL THICKNESS: }' - �' ��I 5/8" TYPE 'X' GYP. BD. EACH w.• ::. r'� AO ,1/2" SIDE OVER METAL STUD. SEE STUD TABLE FOR SIZE AND SPACING INSULATION FOR SOUND (EXAMPLE: STUD OR JOIST SECTION =S ) 0.054 IN. 54 MILS; 1 MIL WOOD ROOF/FLOOR DECK PURLINS OR 2x BLOCKING (EXAMPLE: = =1/1000 THE FOUR ALPHA CHARACTERS UTILIZED BY IN. THICKNESS IS THE MINIMUM BASE AL THICKNESS IN MILS. MINIMUM BASE METAL THE DESIGNATOR SYSTEM ARE: METAL THICKNESS REPRESENTS 95% OF THE DESIGN S = STUD OR JOIST, T = TRACK, u= CHANNEL, THICKNESS. F = FURRING INTERIOR NON-STRUCTURAL NON -COMPOSITE: - ` / h ATTENUATION ATTACHED TO DECK SUPPORTS - METAL TRACK - s1=1111154' WITH HANGERS `- ( 3-5 8 METAL STUD NESTED / S SR CR-2236EWS @ 16" O.C. MAX. ICCWOO—DE \ �` IN METAL TRACK `r USE FOR FURRING PURPOSES ONLY, U.O.N. (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 STIFFENERS ARE REQUIRED AT ENDS DOOR FRAME PER SCHEDULE 11111101111111115811 1-1/2"x4" 12 GA. ANGLE CLIP. MATCH BRACE/STRUT 2505125-18 12" 10'-6" 400S125-43 12" 20'-9" �—� ` WIDTH WITH(2)#10 SCREWS, TYP. Z Z o 0 0 w o ,�, -i 0 w 0 i 250S125-18 16" 9'-7" 400S125-43 16" 18'-10" 250S125-18 24" 8'-3" 400S125-43 24" 16'-5" \ \ \ A \ METAL DIAGONAL BRACE AS SHOWN ON WALL TYPE 1\ \ 2 ,'4; �; „2/3/ A1/27 , jj � 7,,,,„,„7,,,,,,,/,,,, ; ,8g 54 5�Pj/i� l "��///,�� 2jj // w DOOR PER SCHEDULE 2 01% %���� . /:/-i %//� ,, , A ,g 2``�% i ; ' .5'„ i1 � �: // � //, j5t}5 2 %a � � /2,'rj//., i1/Ni // % r te ii/,' �'/ l � ..,7% 250S125-43 12" 14'-4" 400S125-68 (50 KSI) 12" 23'-8" DOOR HEAD(JAMB SIM. WALL SWAY BRACE 250S125-43 16" 13'-0" 400S125-68 (50 KSI) 16" 21'-6" 250S125-43 24" 11'-5" 400S125-68 (50 KSI) 24" 18'-10" 4,6,,,,i,,,,,,,,.„8„ ,,,,,,„„i„, ,/ // "�,� /% i//,1,.,,,,/i %% „4'�/Q�,i „„/„,4.,,,,,,,„ S�2" � , ,)4,,,,;,„/„.„./,i.,�,,.//„,,,)„,.„0,,,„,i //; ;? % %' �,, %ri' / ;ATES THAT WEB STIFFENERS ARE REQUIRED AT ALL 0 INDICATES THAT DORT POINTS AND CONCENTRATED LOADS ��' / / ' 4r ///, 7 1727 *,05,,-,/://' � �% � C% , SCALE: 3” = 1'-0” IDRAL-Head-074 SCALE: 3”=1'-0” IWAMT-Dia_brc_hd_wd-01 �� ci$ ���� /�4/j, %% ��, % 600S125-33 12" 26'-2" STRUCTURAL WEB MEMBER BEAM INSULATION FOR SOUND 362S125-33 12" 17'-7" 600S125-33 16" 23'-9" 362S125-33 16" 16'-0" 600S125-33 24" 20'-6" 362S125-33 24" 14'-0"0/6g1/725/7/3//7/7 //V 28V----,7V�STEEL j„,/i; �` ATTENUATION/.. 5/8” TYPE 'X' GYP. BD. EACH ',,,,,,,, iii:; „,� / , �� , � ; 76110,55// --/if , , , / / / 7i �/ BOTTOM CHORD POWER DRIVEN I FASTENERS @\A/, >i�/ t.: :` �:: i .5 A - SDE OVER METAL STUD. SEE/44c/j57.774,/ STUD TABLE FOR SIZE AND SPACING. METAL TRACK ri»i//%� /1%WW/i, i y/i ///�i// �� i iii iiir�,//. ; % ' % 0 } i 3 � % �'%j�/ . /./.. //601, ;; j ;i i5i7/`� ��/ %///,i`%%ice% 600S125-54 (50 KSI) 12" 30'-9" 3625125-54 (50 KSI) 12" 20'-6" 6005125-54 (50 KSI) 16" 27'-11" 3625125-54 50 KSI ( ) 16 " �_ �� 18 7 6005125-54 50 KSI ( ) �� 24 24 5 '- " 3625125-54 (50 KSI) 24" 16'-3" ;68;(5 �, �� $%, % alb ?iii /d/,,;1/ /" ji},/� 3%O�j j/,i//i, ii II ! IIIIIIIIIIIIIIIIIIIl : "I�1II!III'III' IIIIIIIIII�III,.. III n• � 16" MAX. ICC -ESR -1752 ,..IIIIIIIIIIIIIIII i;�,,,,�,�� �, �,�,�„� � r , .,',/,':- � ;�� � /14 ,.���,,;,; ,,,,,, ,�;. ,,, „- ,, 0�a��� 67 ,'% //8/j, (%�•S'-i :i; /}„`/r��i,/ ii i r��,�#'7X ,f //1” i/,,/} �,/}i�, 011///,/, 68�(C1 <,, „/�;,,,/ ,<,/, :4 /// %Ii,�� %/%i' � !/,,ri /IIW POWER DRIVEN FASTENERS © 16" MAX. ICC-ESR-1752 1-1 /2"x4" 12 GA. ANGLE 1-1 MATCH RACE/STRUT \\ 1-1/2"x4" \ ANGLE \ RACE \WITH \\TYP. \ _ —\ 12 GA. \ CLIP, MATCH \ STRUT STRUT WIDTH \ (2) #10 SCREWS, \ \ \ \ ACOUSTICAL CEILING TILE. �� WITH WALL ANGLE(WHERE /, /„,,, '//��,�/, ,,�,��, ; ,,,/ ,,2 `/,6 /t Q ; `ak/ j///�,i / % ' .4Y/--, 7/;55% : 800S125-43 12 ” 36'-1” OCCURS) 3-5/8" METAL STUD NESTED IN METAL TRACK , 400S125 -18x 12" 14'-9" 0 800S125-43 16" 32'-9" 400S125 -18x 16" 12'-10"O 800S125-43 24" 28'-8" x 24"1°'-5"0 ,, ,,,, „ „/„ ////i $0Q,S 75j�5%� i } / ,,, , / , / ,�/' / i// .,, ,,,` /RACE/ / / , , ,, / � % % O" ��'/i/g//V/ / / i;�%*,0*,/�/--�4#ji'/, / "// %' //./;y47-//, /P/ ALUMINUM WINDOW FRAME 4*/*43�f /� /, �/ Xf�// , % jj%�3;ri ! . f8tlfjS%.i/SCJ,,/ ,,(,j.,'/, i-,, ;/r/� ,. ,��,✓i %,.7//4941,, / :;',/ // j '(%;'�/ / ,, ;**/,/,,,o//// ///,,,//// �/ 2' , , //r/r�/�„/ri���/ ���57; 7 /�, 800S125-68(50 KSI)12" 41'-11" WIDTH WITH (2) #10 SCREWS, TYP. A- AT STEEL BEAM B - AT OPEN -WEB STEEL JOIST BRACE CONNECTIONS FIXED NOTE; ALL STUD INFORMATION IS BASED ON: 800S125-68 (50 KSI) 16” 38'-1" z WINDOW HEAD (JAMB GLASS. & SILL SIM) STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI) 24" 33'-4" ICC ESR -3064P LIMITING WALL HEIGHT TABLE -L/240 SCALE: 1-1/2"=1'-0" IWAMT-Dia_brc_conn_stl_frmg-01 SCALE: 3"= 1'-O" IWIAL-Window_head-01 SCALE: NONE IWAMT-Height_table-L_240-SSMA 8 FIXED GLASS. DESIGN BUILD METAL STUD: 1. STEEL STUDS AND RUNNERS: MINIMUM BASE -METAL THICKNESS: a. 25 GAGE 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 OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR PRESSURE) WITH DEFLECTION LIMIT NOT MORE THAN L/360 OF PARTITION HEIGHT, MINIMUM 20 GAGE STUDS AT 16" ON CENTER 3) WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED OR ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS. 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, PROVIDE MINIMUM 22 GAGE STUDS. 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. 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 LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE TILE THICKER THAN 3/4 INCH, ETC) b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED SPANS, PROVIDE STRUCTURAL CALCULATIONS. DESIGN BUILD METAL STUD DOOR 5/8" TYPE 'X' GYP. BD. EACH SIDE OVER METAL STUD. SEE FRAME PER SCHEDULE STUD TABLE FOR SIZE AND SPACING. DOOR PER SCHEDULE 17:__ ��` 1190031611MENSIONESIERN ,,,,T T �_ it om i -, ' INSULATIION WHERE OCCURS SEE INTEGRAL DOOR / FLOOR PLAN & WINDOW / JAMB SCALE: 3"= 1'-0" IDRAL-Jamb-03_integral 14 SCALE: N.S.C. IWAMT-Design_Build-Metal_Stud �+ cOlOr REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1.1 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR ter.. 2.0 PERMIT CENTER C4 _7;1 W o Q v .< 0 1alia "FT P4 o a J O N {32 0 00 a' W � z� 0a' 3 � N gco 1 VADIS REMODEL I_ DETAILS REMARKS ' DRAWN BY: P.C.P. JOB NO.: SEA17-6229-01 DATE REMARKS CLIENT REVIEW SET PERMIT SUBMITTAL SET DATE 03CO 00 N tri N -i 0 N -4' 0 PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA17-6229-01 SHEET A3.1 Tue, 10 Apr 2018