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Permit D16-0299 - T-MOBILE - TENANT IMPROVEMENT
T -MOBILE 977 SOUTHCENTER MAIL D16-0299 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: D16-0299 977 SOUTHCENTER MALL Project Name: T -MOBILE Issue Date: 11/17/2016 Permit Expires On: 5/16/2017 Owner: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, OR, 92013 Contact Person: Name: WILLIAM CHAMBLISS Phone: (971) 347-5586 Address: 10250 NE MARX ST, PORTLAND, OR, 97220-1152 Contractor: Name: MARKET CONTRACTORS LTD Phone: (503) 255-0977 Address: 10250 NE MARX ST, PORTLAND, OR, 97220 License No: MARKEL*213JR Expiration Date: 9/28/2018 Lender: Name: T -MOBILE Address: 12920 SE 38 ST, BELLEVUE, WA, 98006 DESCRIPTION OF WORK: TENANT IMPROVEMENT: REPLACE CASHWRAPS AND SALES FLOOR FIXTURES. REPLACE FINISHES IN SALES AREA, NO CHANGES FOR BUILDINGTYPE, OCCUPANCY GROUP OR EXITING. FIX ON TRENCHES IN STRUCTURAL SLAB. Project Valuation: $71,783.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $2,072.46 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: filiu-C Date: «j/'7/i1 1 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 a d agree %e conditions attached to this permit. Signature: Print Name: (1/ fkof.t Date: ///( This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 14: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 15: Maintain fire extinguisher coverage throughout. 16: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 19: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 23: 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) 21: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 20: 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). 24: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 25: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 26: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 28: Post address on storefront per approved Westfield standards. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 0606 GLAZING 4000 SI -CONCRETE CONST 4028 SI-REINF STEEL -WELD CITY OF TUKti,, A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1) 1(0, Q ?' Project No. Date Application Accepted: Date Application Expires: 5-7)=17 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION 9,11'1 `p,_/t 4-j•P' 1 _itkra2t J q Site Address: '199 ai iMi C m rad/ Tenant Name: / ^ /)7n S, e King Co Assessor's Tax No.: Suite Number: New Tenant: PROPERTY OWNER / / /� j Name: /o/ / l Q 04 (� l/14of-61 55 , / Name: / ,6, , jC t-�i& ( n^ --✓' LL e.. Address: aeoc. 50L44.4 .„4„..1/ City: ClidC- State:q j Zip:C?5:69 CONTACT PERSON - person receiving all project communication / / /� j Name: /o/ / l Q 04 (� l/14of-61 55 Address: City: State: Zip: Phone: q7/75 Email: •, / 17 gN1rk61-„I.,. ,,,s, &^1 GENERAL CONTRACTOR INFORMATION Company Name: /)1 irxc4- L-ostircdoe'S Address: /0;46'0 Ira r 64 City: 770 e”4_'L „v." State: d Zip:p , Phone:5 0755'-097)Fax:50 3 o2 yg Contr Reg No.:/+�,Ma �� /2/3 � � Date: � a8 _vgo/e Tukwila Business License No.: 08_ i > j H: Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Floor: ❑ Yes 'I o ARCHITECT OF RECORD Company Name: 4,J,1i - TG 0 G , Architect Name: Address: 16 v35- (1l JC /c l ci /�% ,4 Zi(p� City: 5ci3 c4,/, State: /.J Phone: zzi 80 -gg$-e'(ZQx: Sl °...9 _2223 Email: 4(6 ENGINEER OF RECORD Company Name: e rr %i E. & Engineer Name: G V ��JJ M c'Ll ,7L. `L .,444,,1 du( E4sd- Address: ,3 3 it , City: H /so:L� e : / C�2 Phone: 620 - 709 341: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ---ii. - '�'`,ten C?zi? Address: d. Q 2� /_4 E. / 51_ City:[ (, 4.0 St2te 4 Zip. Page 1 of 4 BUILDING PERMIT INFORMATI9 - 206-431-3670 Valuation of Project (contractor's bid price): $ 7119 03. 04.3 Existin Building Valuation: $ Describe the scope of work (please provide detailed information): t,4CerA % iJ 11-' cSG1(-5 Roo Fx712A ela5r 17cpL.cc,el,1 Pn rs4s f'r1 �q 145 AY i Z t -/Z. ,/ (,!o/,S arbr{ /2, Q✓ f .- �rt t r ,( 0f t %r ave c�r 3 Will there be new rack storage? ❑ ....Yes EKlo 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): n o ( Floor area of principal dwellin *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Handicap: i4/1C I/ Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: /'Yl. 4 l Will there be a change in use? Compact: r ic.l ❑ Yes Ld No If "yes", explain: FIRE PRO ECTION/HAZARDOUS MATERIALS: Sprinklers II1' Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? E Yes Er No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor / % 61 _1.3..,,,,3 M r) -ice -c4 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): n o ( Floor area of principal dwellin *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Handicap: i4/1C I/ Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: /'Yl. 4 l Will there be a change in use? Compact: r ic.l ❑ Yes Ld No If "yes", explain: FIRE PRO ECTION/HAZARDOUS MATERIALS: Sprinklers II1' Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? E Yes Er No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 2 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 O NER��THO' '' ED :: GENT: Signature: 41' Print Name: 61 l / l.G /44 'VhG Gil tc? /mss Mailing Address: /O0150 4 6 /)Qc esA S 7- H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Date: / --2 -16 Day Telephone:gen-y/7-668G Via, -7.44 2 q7 Z2 State Zip City Page 4 of 4 • [ PUBLIC WORKS PERMIT INF MATION — 206-433-0179 Scope of Work (please/ - provide detailed information): 2. �� ti L.� ^ s . . t c.s Laf- r/'sLes "4 sSc%Arra, csc/ Reft sAd rl x=c( 61(0(.6 ;?e1L-c ce (2t cip ©FEx/ f,`1.5 e.A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 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 ❑ ... Maintenance Agreement(s) 0 .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) ❑ ... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0...Work in Flood Zone 0... Storm Drainage .. Abandon Septic Tank .. Curb Cut ..Pavement Cut ..Looped Fire Line ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public 0 ❑ .. Water Main Extension Public 0 WO # WO # WO # Private 0 Private 0 0...Grease Interceptor 0... Channelization Q•... Trench Excavation ❑... Utility Undergrounding (2) " WO # (3) (2) " WO # (3) ❑ .. Deduct Water Meter Size " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 3 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $2,072.46 D16-0299 Address: 977 SOUTHCENTER MALL Apn: 9202470010 $2,072.46 DEVELOPMENT $2,011.64 PERMIT FEE R000.322.100.00.00 0.00 $1,216.45 PLAN CHECK FEE R000.345.830.00.00 0.00 $790.69 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $60.82 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9778 R000.322.900.04.00 0.00 $60.82 $2,072.46 Date Paid: Wednesday, November 02, 2016 Paid By: JASON STEVENS Pay Method: CREDIT CARD 012072 Printed: Wednesday, November 02, 2016 8:27 AM 1 of 1 e. SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit `)k_019/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 f/e/ Project:„.„- l — M013)/..6 Tge of Inspection: bUILbiAR> •JAZ_ Address: Q77 c w 4U - Date Called: Special Instructions: Date Wanted:,..., %X 6o / p.m. Requester: ICL Phone No: q7/ -347 -ss” 6 .Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: M Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pill -Oz/moi Project:q `/ Me 'JZ Type of Inspection: RO?L`Di�t/G rA1AL. Address: .977 Sovn4O iz e i 1L Date Called: Special Instructions: Date Wante : i 2, z K p. . Reques e . Phone to: %7 I - 3117 -ss -0 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 6c, -moi CAL.,n%c. Z imAscrger 6oC.6 ACC 2C"f12e �'1r E S1eILri'Y SsJi &- -t' AbA aukai2 - .S PMd Inspector: Al) ill Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)/6-0zgq PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: iYIG$91.C-" Type of Inspection: 5I - /V r 6Z -ft, ler 616 Address: q7-) Sairit6OPT HO Date Called: Special Instructions: Date Want d: �i�„ Request : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: txm Inspector// 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 b)6 -©Z9'/ Project: 7 /*Ai LIF Type of Ins ction: S) - Ceiv0Wre £Lsr Address: q77 SaffliCeArree MIL Date Called: Special Instructions: Date Wanted: Crm, )) / I6 p.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,,rtf6iA' : e ().0A)D,J6,5,kr- tiacr I L A -WA/ - Inspector: Date:I1e x 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 IN TION 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:Ty `� 141c L31 LL_ e of Inspection: caucgere S 6 Address: �q�� ell 7 � �'t, l . �.JAIL Date Called: Special Instructions: Date Wanted. // % ` /ig /GP a.m p.m. Requester. ' /`I, (I CL/AM Phone No: Crii ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: per- ��,01/&i is (70,.)r-146,6Adireki -CenelCAt-- APM174 Inspector: /6 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I b - 'OZ '71 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project_-- /moi•t Sprinklers: Type of Inspection: ,ivti Address:,Contact Suite #: 77 5c A/ Person: Special Instructions: Occupancy Type: Phone No.: i Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ---;#___�!??/,s5 Date: /z////6 Hrs.: /. o $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 rERMIT COORD COPY.. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0299 DATE: 11/02/16 PROJECT NAME: T -MOBILE SITE ADDRESS: 977 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS. Building Division 111 Works /A— co Vubl�c w' AWC II4s—t Fire Prevention111 Planning Division firef Permit Coordinator DATE: 11/03/16 KB AM- 11---i(0 Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/01/16 Approved Corrections Required ❑ Approved with Conditions ❑ 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 0 Ping 0 PW 0 Staff Initials: 12/18/2013 MARKET CONTRACTORS LTD Home Espanol Contact • Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 [ A -'L Index Help My L C1 Workplace Rights Trades & Licensing MARKET CONTRACTORS LTD Owner or tradesperson Principals SORENSEN, STEVE F, PRESIDENT ROGERS, RICHARD C, VICE PRESIDENT HUGHES, MICHELLE W, TREASURER BODEN, JOHN T, CHIEF FINANCIAL OFFICER BUTTKE, ROBERT G (End: 01/01/1980) BROWN, PATRICIA J, SECRETARY (End: 01/01/2008) DILLON, LENNARD, CHIEF EXECUTIVE OFFICER (End: 07/13/2005) BOONE, MICHAEL L, CHIEF EXECUTIVE OFFICER (End: 07/13/2005) Doing business as MARKET CONTRACTORS LTD WA UBI No. 600 320 592 10250 NE MARX STREET PORTLAND, OR 97220-1152 503-255-0977 Business type Corporation Governing persons MICHELLE HUGHES RICHARD ROGERS; STEVE SORENSEN; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MARKEL*213JR Effective — expiration 04/19/1979— 09/28/2018 Bond TRAVELERS CAS & SURETY Bond account no. 104541142 Active. Meets current requirements. $12,000.00 Received by L&l Effective date 08/01/2005 08131/2005 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600320592&LIC=MARKEL*213JR&SAW= 11/17/2016 449 SD.EVO 2.5 00 00 0T -C; rn Z O H C7 Z Z2d�-� w~�Q OtiaD ■ ow)� CONSULTING ENGINEER REVISIONS COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 10354 S/Z6/16 BLAIR S. LEACH STATE OF WASHINGTON DATE: 08.19.2016 SHEET: SCALE: DRAWN BY: NTS A-0 TDS PROJECT No.: 320104759 1 1 2 J 3 , 4 5 6 1 7 1 8 1 9 1 10 I 11 I 12 ® SEPARATE PERMIT REQUIRED FOR: � 6echanical SOU.. e��... ._ �,...C .M_._..N R......City r?tumbing 1 Gas PipIng of Tukwila8t-. I _ SAP# 449 • - �c' DIVISION ' ! r Pian review aper®9�vs! ies subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Recti t 977 S SPACE # of approved Field Copy and f; io is acknowledged: ' - By: ry (Al T U W I LWAS I GTO 98188 �o manges s ati be ade . Date: / / - / 7 - /6 of �y to thg scop work without prior approval of Tukwila Building Division. City of Tukwila NOV:- •Fevision, will require a new plan submittal BUILDING DIVISION and may include additional plan review fees. _ 0 SCOPE OF WORK - TENANT IMPROVEMENT OF EXISTING SOUTHCENTER a SPACE - ALTERATION LEVEL 1: MALL2 aaa® uen r, I oOfr, e.,,,,nr;u S153,dZt 8153rd. 1. EXISTING STOREFRONT TO REMAIN. 2. EXISTING LAY -IN CEILING GRID TO REMAIN. 3. EXISTING PLUMBING AND FIXTURES TO REMAIN. "'"`"`"''"" MALL RESTROOMS 4. EXISTING RTU AND MECHANICAL SYSTEMS TO REMAIN. `t rs rn .. i iukw ,,Pkt.y ,nkaniaPI.M s159ihsl Bl�tS, l�I, I,a,md, oallnu.. - OBAn semen . 4 �= s� ,�r �,. 5 r/ Westfield?244SomerMaII _ to .m±d Biker Blvd o ® (g ° _.. .,O Q ,Il:F rl,l,,.y 5. REPLACE CASHWRAPS AND SALES FLOOR FIXTURES. 6. REPLACE FINISHES IN SALES AREA. 7. REPLACE FINISHES IN BACK OF HOUSE. 8. REPLACE LIGHTING IN SALES AREA. SEE SHEET E-2. 9. NO CHANGES PROPOSED FOR BUILDING TYPE, OCCUPANCY GROUP, OR EXITING. 10. EXISTING FIRE SAFETY EQUIPMENT TO REMAIN. W rr`�1�J CO - e0+ar sl,heCltresecrkerac,my _ _', E9 SCOPE- OF WORK tlh5, s . '69th SI S:,undel Blvd Shander Blvd . : C, Sookenter Placa d g I nth St 5144th S,40 NORTH 40 NORTH 1. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. 2. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 3. DURING CONSTRUCTION, THE GENERAL CONTRACTOR IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE SPACE. o D1 VICINITY MAP D5 KEYPLAN D9 FIRE DEPT. NOTES NTS TUKWILA, WASHINGTON NTS SOUTHCENTER MALL 2 - LOWER LEVEL WHEN REQUIRED 1. PROJECT DESCRIPTION: TENANT IMPROVEMENT PHONE & SERVICE SALES OF RECORD: A. ALL WORK AND MATERIALS SHALL B. ALL WORK SHALL BE PERFORMED BE INSTALLED IN ACCORDANCE WITH ALL CODES HAVING JURISDICTION. IN CONFORMANCE DWG. # DRAWING TITLE MOBILE (RETAIL) CLIENT (OWNER): ARCHITECT REGULATIONS. WITH THE BUILDING MANAGEMENT'S RULES AND ARCHITECTURE T Mobile AAD: FITCH, INC. 2. PROJECT LOCATION: SOUTHCENTER MALL 2 977 SOUTHCENTER MALL, SPACE #244 - 12920 SE 38th STREET 16435 NORTH SCOTTSDALE ROAD C. MODIFICATIONS TO THE BASE BUILDING STRUCTURE, CORE AREAS AND UTILITY SYSTEMS ARE NOT IN THIS A-0 ARCHITECTURAL DATA SHEET TUKWILA, WASHINGTON 98188 BELLEVUE, WASHINGTON 98006 SUITE 195 SCOTTSDALE, ARIZONA 85254 CONTRACT, EXCEPT AS NOTED ON THESE DRAWINGS. THESE DRAWINGS OR AS REQUIRED TO COMPLETE THE WORK INDICATED ON A-1 EXISTING CONDITIONS & DEMOLITION PLAN 3. GOVERNING CODES: ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE PHONE: 480.998.4200 FAX: 480.998.7223 D. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND PAY FOR ALL FEES, CHARGES AND PERMITS REQUIRED A-1.1 PHASING FLOOR PLAN --- 0 REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND CONSTRUCTION STUDIO DIRECTOR: SHANE MOLNAR AS WELL AS FOR HAULING, RIGGING AND TRANSPORTATION CHARGES. A-1.2 NOT USED LOCAL CODES HAVING JURISDICTION. PROJ ECT MANAGER: EMAIL: shane.molnar@fitch.com E. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR (HEREINAFTER A-2 FLOOR / FIXTURE PLAN BUILDING: 2015 INTERNATIONAL BUILDING CODE REFERRED TO AS THE AGREEMENT) WITH CONDITIONS OF THE CONTRACT (GENERAL, SUPPLEMENTARY AND MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE JONES LANG LASALLE OTHER CONDITIONS). DRAWINGS, AGREEMENT, OTHER DOCUMENTS SPECIFICATIONS, ADDENDA ISSUED PRIOR TO THE EXECUTION OF THE LISTED IN THE AGREEMENT AND MODIFICATIONS ISSUED AFTER EXECUTION OF A-3 PARTIAL CEILING PLAN PLUMBING: 2015 UNIFORM PLUMBING CODE 12920 SE 38TH STREET BELLEVUE, WASHINGTON 98006 ENGINEERING FIRM: THE AGREEMENT. A-4 INTERIOR ELEVATIONS REVIEWED FOR ELECTRICAL: 2015 NATIONAL ELECTRIC CODE CONTACT: HEIDI MONAHAN F. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION 'CODE COMPLIANCE PHONE: 206-724-6750 DON PENN CONSULTING AND COMPLETION OF THE WORK BY THE CONTRACTORS. PERFORMANCE BY THE CONTRACTOR SHALL BE A-5 BASE AND FLOORING DETAILS APPROVED ENERGY: 2015 WASHINGTON STATE ENERGY CODE 2009 ACCESSIBLE EMAIL: HEIDI.MONAHAN@am.jll.com REQUIRED ONLY TO EXTENT CONSISTENT THEM AS BEING NECESSARY TO PRODUCE WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THE INTENDED RESULTS. A-6 INTERIOR DETAILS ACCESSIBILITY: ICC/ANSI A117.1 120-3-20A / 2010 ADA STANDARDS ENGINEER 635 WESTPORT PARKWAY G. THE NOT BE A-7 NOT USED NOV 1 6 2016 FIRE: 2015 INTERNATIONAL FIRE CODE SUITE 300 GRAPEVINE, TEXAS 76051 CONTRACT DOCUMENTS SHALL KIND (1) BETWEEN THE ARCHITECT CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY AND CONTRACTOR, (2) BETWEEN THE OWNER AND A SUBCONTRACTOR OR A-8 SPECIFICATIONS 47 144( 4. CONSTRUCTION TYPE: II -B - FULLY SPRINKLERED PHONE: FAX: 817.251.8411 CUB -SUBCONTRACTOR, OR (3) BETWEEN CONTRACTOR. ANY PERSONS OR ENTITIES OTHER THAN THE OWNER AND A-9 SPECIFICATIONS City• Of Tukwila PROJECT CONTACT: HANS OPLINGER E-MAIL: HOplinger@donpenn.com H. EXECUTION OF THE CONTRACT BY CONTRACTOR IS A REPRESENTATION THAT THE CONTRACTOR HAS VISITED BUILDING DIVISION m 5. OCCUPANCY: M (MERCANTILE) THE SITE AND HAS BECOME FAMILIAR PERFORMED. THE CONTRACTOR SHALL WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK AND ENGINEERING 6. GROSS LEASED PREMISES: 1,767 SQ. FT SHALL NOTIFY ARCHITECT AND/OR ACCOMPLISHING THE INTENT OF THE ENGINEER IF A CONDITION EXISTS WHICH PREVENTS THE CONTRACTOR FROM DRAWINGS. E-1 ELECTRICAL SPECIFICATIONS 7. OCCUPANT LOAD: PUBLIC AREA: 1,133 S.F.: 30 = 38 BACK -OF -HOUSE: 482 S.F. a 300 = 2 I. THE TERM "WORK" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, E-2 LIGHTING FLOOR PLAN ACCESSORY:152 0 WHETHER COMPLETED OR PARTIALLY AND SERVICES PROVIDED OR TO COMPLETED, AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S E-3 POWER FLOOR PLAN RECEIVED CITY OF TUKWILA (HALLWAY TOILET ROOM(S) OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR PART OF THE PROJECT. E-3.1 FIXTURE FEED WIRING DETAILS WINDOW DISPLAY) J. G.C. SHALL NOT CUT OR DISTURB DETERMINE IF POST TENSIONED SLAB EXISTING STRUCTURAL SYSTEM. THE G.0 SHALL X-RAY/PACHOMETER SLAB TO OR IF DESIGN IS IN CONFLICT WITH EXISTING STRUCTURAL SYSTEMS WHEN E-3.2 n FIXTURE FEED WIRING DETAILS NOV 02 2016 TOTAL NUMBER OF OCCUPANTS = 40 THE FOLLOWING OCCURS: • TENANT SPACE IS LOCATED IN A SECOND FLOOR E-4 ELECTRICAL PANELS 8. EXIT REQUIREMENTS: TWO EXITS REQUIRED WHEN OCCUPANT LOAD IS GREATER THAN 49 OR COMMON PATH OF TRAVEL EXCEEDS 75 FT. • LOWER LEVEL EXTENDS BELOW THE TENANT SPACE E-5 LIGHTING CONTROLS PERMIT CENTER ONE EXIT REQUIRED. TWO EXITS PROVIDED. • ABSENCE OF STRUCTURAL DRAWINGS • ABSENCE OF STRUCTURAL DRAWINGS FROM ARCHITECTS AND/OR LANDLORD INCLUDED WITH CONTRACT DOCUMENTS EN -1 ENERGY CALCULATIONS (ONE EXIT IN SALES AREA - ONE EXIT IN BOH) • G.C. SHALL ONLY INCLUDE AN ALLOWANCE ABOVE OCCUR. (TYP.) IN HIS BID FOR THE X-RAY/PACHOMETER WHEN ANY OR ALL OF THE _ Q42DEPARTMENT MAX TRAVEL DISTANCE = 250' K. PROVIDE CONTROL KEY AND MASTER KEY AS REQUIRED BY CONTRACT. PERFORM ALL REQUIRED CLEANINGS AS 9. EXIT ILLUMINATION: EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN PER CONTRACT INCLUDING, BUT NOT SUPPLY/RETURN AIR GRILLS, FLOORING LIMITED TO, ALL STOREFRONT WINDOWS, MULLIONS, CEILINGS, AND FLOOR WAX, TOILET ROOMS, TOILET ROOM CAULKING,AND ON SHEET E2. WALK -OFF MAT. REMOVE ALL TRASH AND DEBRIS FROM THE SITE. STACK ALL BOH ITEM, SALES AREA EQUIPMENT, MERCHANDISING ACCESSORIES, AND COLLATERAL NEATLY BY TYPE (SEE LABEL COLOR). 10. MUNICIPAL REVIEW: CITY OF TUKWILA, WASHINGTON NO CHANGES PROPOSED FOR BUILDING TYPE, OCCUPANCY OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, #100 GROUP, OR EXITING. SPRINKLER SYSTEM TO BE 4f TUKWILA, WASHINGTON 98188 PHONE: (206) 431-3670 SUBMITTED UNDER SEPARATE PERMIT IF REQUIRED. Al CODE ANALYSIS A4 PROJECT TEAM A7 GENERAL NOTES Al0 DRAWING INDEX 1 i 2 3 4 5 1 6 7 1 8 1 9 10 ( 11 1 12 449 SD.EVO 2.5 00 00 0T -C; rn Z O H C7 Z Z2d�-� w~�Q OtiaD ■ ow)� CONSULTING ENGINEER REVISIONS COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 10354 S/Z6/16 BLAIR S. LEACH STATE OF WASHINGTON DATE: 08.19.2016 SHEET: SCALE: DRAWN BY: NTS A-0 TDS PROJECT No.: 320104759 449 SD.EVO 2.5 00 00 M� 00 J a) D Z Z O O J Z O z 0 I= Z I= O CD 2 W W CONSULTING ENGINEER REVISIONS COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 10354 8/7.6/16 BLAIR S. LEACH STATE OF WASHINGTON 08.19.2016 SHEET: 1/4"=1'-0" TDS PROJECT No.: 320104759 A-1 1 I 2 1 3 1 4 1 5 I 6 j 7 1 8 1 9 1 10 1 11 ' 12 NOTE: 10'-8" 7'-2 1 /2" ADJACENT 1'-1 3/4" .� / G.C. TO COORDINATE REMOVAL OF ALL CEILING EQUIPMENT a 0 0 0 1 0 1 © TENANT (TYCO SECURITY, CAMERAS, FIRE STROBES, SHOPPER TRAK, ETC.) I WITH SOLE SOURCE VENDOR OR e , es n cr c zs I� t-�� `" •' _ �� OWNER'S VENDOR AS REQUIRED. �� �� ��,= � �. _ o o., o' ,, a c" . �r o a 0 o NOTE: 1 o0 I SLAB PENETRATIONS SHALL BE MADE WITH PROPER LOCATIONA7 AND X-RAY IDENTIFICATION OF �L ® - ' in EXISTING REBAR AND/OR POST0 TENSION CABLES. ® `-, 0 0 A-5 I ,_ ® c? 5) - _ 0 ` 1 M I , CO u °O _ ® o� //I , // N p /7 I I \\ I // \\ A7 0 -t - - - - 1 _ -� 1 I - -}-t• i- I - • (INN A-5 ' ® ' i // 1 �� --- in I I -- - - \\.„ii o L_ a o I O 00 0 MALL 0 ' ■ CORRIDOR ______] i 0 0 • - -I --, ® MALL I Ili lli: _ e ; r i (/1/ I �- ., -1 --j "0 * 1 ( I 7 L 1 J \\ L _ _ / 10' 7 1/2" iA 0 2'-10 1/4" / O 0 ® i 0 0�� 0 00 r n 4 I N Z - I .J� /z \\ /%'C ��\, 1� _� r -_ 1 CO n., 0 ` I !. �/ 0 1 I I \\ 0 �:.. sf/ ., I O 0 r{ I �� ■ � i ■ .P I . ,. - n J_'_` - I ® A7 / � � A7 1 I ' A7 1 I I 1 I 1 � \ (1) illi) , jo 00 0 ! 4 iO ?' 4 .. , y.0 - 0 0 8'-0 1/4" 1® , 8'-6" I �, I 0 5'-2" 0 0 II 0 W / / 2'-1 1/2" 7 3/4" --/ ADJACENT TENANT DI EXISTING CONDITIONS AND DEMOLITION PLAN 1/4" = 1'-0" r.;) O EXISTING STOREFRONT SYSTEM AND ENTRY DOORS TO REMAIN. EXISTING FLOOR BOX AND/OR CONDUIT STUB -UP TO BE REMOVED IN THEIR ENTIRETY. REMOVE EXISTING POWER/DATA CABLING, CAP AND FILL WITH CONCRETE AS REQ'D TO PREPARE FOR INSTALLATION OF NEW FLOORING CD EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED. MATERIALS AS INDICATED IN THESE PLANS. 1. CHECK ELECTRICAL DRAWINGS PRIOR TO DEMOLITION WITH REMOVAL. PREPARE FLOOR FOR INSTALLATION OF NEW REGARD TO UTILIZING ANY EXISTING WIRING, LINES FLOORING MATERIAL PER MANUFACTURER'S SPECIFICATIONS. COMPONENTS ETC. G.C. MAY NEED TO PERFORM A MOISTURE TEST PRIOR TO ANY =EXISTING AND REPAIR PARTITION. PATCH I _ v O3 EXISTING STOREFRONT FINISH/MALL CONSTRUCTION TO REMAIN. GC TO VERIFY CONDITION AND 18 NOT USED. ALERT T -MOBILE PM IF CONDITION WARRANT REPAIR. 0 EXISTING WINDOW DISPLAY, TRACK AND CABLE SYSTEM TO BE REMOVED AND/OR O4 EXISTING FLOOR FINISHES TO BE REMOVED. PREPARE EXISTING CONCRETE FLOOR SURFACE RELOCATED PER SHEET A-2. WINDOW DISPLAY FIXTURES NOT BEING REUSED ARE FOR INSTALLATION OF NEW FLOORING MATERIALS AS INDICATED IN THESE PLANS. SEE FINISH TO BE RETAINED AND STORED IN THE BACK OF HOUSE FOR FUTURE USE. PATCH SCHEDULE SHEET A-2. AND REPAIR AS NEEDED. O EXISTING SERVICE DOOR TO REMAIN.CEILING 2p NOT USED. DEMOLITION / NEW FLOORING INSTALLATION. PROTECT ALL 2. PROVIDE TRASH CONTAINER AS REQUIRED AT LOCATION TO NEW FLOOR FINISHES UNTIL FINAL CLEANING. SUIT LANDLORD. REMOVE DEBRIS DAILY AND HAUL FROM THE SITE AT TIME TO SUIT LANDLORD. 11. REMOVE ALL CONSTRUCTION DEBRIS FROM AREA. REPAIR ALL ADJACENT DAMAGED SURFACES, AS NECESSARY. PREPARE ALL 3. NOTIFY ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES OR DAMAGED SURFACES FOR FINISHES AS SCHEDULED OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. REFINISH TO MATCH EXISTING FINISH. REPLACE DAMAGED TILES; REPAIR OR REPLACE DAMAGED CEILING GRID. 4. ALL REMOVED MATERIAL, NOT OTHERWISE DESIGNATED, AND TO "AS -NEW' CONDITION NECESSARY. - - - - - =EXISTING ITEM IS TO BE REMOVED. = EXISTING ITEM TO REMAIN IN PLACE. OEXISTING PLUMBING FIXTURES TO REMAIN AS IS. 0 EXISTING FLOOR/WALL FIXTURE TO REMAIN IN PLACE. SEE SHEET A-2. OLEASE LINE SAW CUT AND REMOVE EXISTING SLAB FOR TRENCH AS REQUIRED TO PROVIDE 22 POWER AND/OR DATA TO FLOOR FIXTURES. GC TO SCHEDULE AND COORDINATE 08 EXISTING ELEC PANELS AND EQUIPMENT TO REMAIN. SEE ELEC. DRAWINGS. ALL NECESSARY INSPECTIONS AS REQUIRED. SLAB PENETRATIONS SHALL BE MADE WITH PROPER LOCATION AND X-RAY IDENTIFICATION OF EXISTING REBAR O EXISTING THRESHOLD TO REMAIN. REPLACE IF IT EXCEEDS 1/2" IN HEIGHT. AND/OR POST TENSION CABLES. COORDINATE STUB -UP WITH TRENCH DEMOLITION. ALL DEBRIS BECOMES THE PROPERTY OF THE CONTRACTOR, 12. PROVIDE A SMOOTH, NEAT, CONTINUOUS APPEARANCE WHERE WHO SHALL REMOVE IT FROM THE SITE. DEMOLITION WORK MEETS ADJACENT EXISTING WORK. REMOVE EXISTING FINISHES AS REQUIRED TO PROVIDE NEAT, STRAIGHT 5. G.C. SHALL NOT DEMOLISH ANY LOAD BEARING WALLS OR SEAMS AND TRANSITIONS BETWEEN EXISTING AND MATCHING CONSTRUCTION THAT WILL COMPROMISE THE STRUCTURAL NEW FINISHES. INTEGRITY OF THE EXISTING SPACE. G.C. TO NOTIFY THE ARCHITECT IMMEDIATELY OF ANY STRUCTURAL CONCERNS 13. IN THE CASE THAT THE EXISTING, CABLE LINE, PHONE LINE & DURING CONSTRUCTION. BLOCK, T-1 LINE AND DATA CABLING ARE PRESENT, G.C. SHALL SALVAGE AND REWORK TO FACILITATE NEW INSTALLATION 6. EXISTING EQUIPMENT NOT BEING USED MUST BE COMPLETELY SEE SHEET A-2. _-- _ = EXISTING ITEM TO BE TEMPORARILY RELOCATED. SEE SHEET A-1.1 FOR GENERAL REFERENCE. m 1 EXISTING DASHED FLOORNVALL FIXTURES AND SIGNAGE TO BE REMOVED IN THEIR ENTIRETY AS INDICATED BY THESE 0 23 EXISTING SYSTEM WALL TO REMAIN U.O.N. REPLACE ALL WHITE FACE PANELS PLANS. ALL ASSOCIATED EQUIPMENT IS TO BE DECOMMISSIONED BY OWNER'S VENDORS AND STORED IN BACK OF HOUSE FOR FUTURE USE. GC TO COORDINATE WITH T -MOBILE STORE MANAGER REGARDING FIXTURES TO BE WITH NEW. BUILD UP IDX SYSTEM WALL BASE WITH BLOCKING IF REQUIRED. SEE RETAINED FOR THE TEMP STORE. SEE SHEET A-1.1 FOR TYPICAL GUIDELINES. DETAIL D7/A-5. FIXTURE VENDOR TO REMOVE EXISTING MAGENTA ACCENT LIGHTING & REPLACE PER SHEET A-2. FIXTURE VENDOR TO VERIFY MAGENTA 011 EXISTING FLOORNVALL FIXTURES NOT MECHANICALLY FASTENED TO WALL TO BE TEMPORARILY MOVED LIGHTING ONSITE PRIOR TO REMOVAL. TO ALLOW FOR REPLACEMENT OF FINISHES AS INDICATED IN THESE PLANS AND RETURNED TO ORIGINAL 24 EXISTING TOILET ROOM, PLUMBING FIXTURES, WALLS, DOOR, CEILING SYSTEM, LOCATION. ALL OTHER BACK OF HOUSE FIXTURES TO REMAIN AS -IS. AND LIGHT FIXTURES TO REMAIN. PREPARE FOR NEW FLOOR AND PAINT FINISH. REMOVED / DISPOSED OF PROPERLY. NOTHING CAN BE 14. G.C. SHALL CONSTRUCT, WHEN REQUIRED, A BARRICADE WALL ABANDONED ABOVE THE CEILING. AS REQUIRED. G.C. SHALL COORDINATE REQUIREMENTS WITH MALL PROPERTY MANAGEMENT. 7. REMOVE EXISTING ACOUSTIC CEILING TILES AND LIGHT FIXTURES AS SCHEDULED FOR DEMOLITION. MAINTAIN EXISTING 15. BARRICADE GRAPHICS SHALL BE PROVIDED BY MALL UNLESS CEILING GRID AND WIRE HANGERS - REPAIR AS NEEDED. OTHERWISE REQUESTED. G.C.SHALL ENGAGE TMO SIGN VENDOR FOR BARRICADE GRAPHICS AS REQUIRED. 8. REMOVAL OF ALL CEILING EQUIPMENT (TYCO, FIRE ALARM, SPRINKLER,SHOPPER TRAK,ETC.) MUST BE PERFORMED BY 16. REPLACE OR RELOCATE, IN ACCORDANCE WITH ALL LOCAL REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 6 2016 • City of Tukwila EXISTING ROUND CEILING LIGHTING FIXTURES ARE TO REMAIN. ALL OTHER LIGHTING 12 25 EXISTING STRUCTURAL COLUMN TO REMAIN. REMOVE ALL EXISTING FINISHES THE REQUIRED VENDORS. OWNER'S VENDOR TO RELOCATE CODES, ALL FIRE SUPPRESSION AND FIRE ALARM EQUIPMENT BUILDING DIVISION EMERGENCY LIGHTING AND EXIT SIGNS TO BE REMOVED IN THEIR ENTIRETY FROM THE O AND PREPARE FOR NEW FINISH AS INDICATED IN THESE PLANS. SECURITY CAMERA'S AS NEEDED PER NEW FIXTURE LAYOUT. DISTURBED BY DEMOLITION WORK. SALES AREA ONLY. SEE SHEET A-3 FOR NEW LIGHTING LAYOUT AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. 0 EXISTING INTERIOR DOOR TO REMAIN AS IS. EXISTING TEE GRID TO REMAIN AS IS - GC TO REPAIR AS NEEDED AND REPLACE INDIVIDUAL 13 27 CEILING TILES WITH NEW. IF MORE THAN 25% OF CEILING TILES ARE DAMAGED, G.C. TO EXISTING 4'-0" DIA. CEILING FLUORESCENT CLOUD TO REMAIN. SEE ELECTRICAL REPORT CONDITION AND COORDINATE EXTENT OF REPLACEMENT WITH JLL PM. SHEETS FOR ADDITIONAL INFORMATION. 14 EXISTING GYP. CEILING AND GYP. CEILING SOFFIT TO REMAIN. 15 EXISTING WALL BASE TO BE REMOVED THROUGHOUT. PATCH/REPAIR DRYWALL AS NEEDED AND PREPARE TO O RECEIVE NEW WALL BASE AS SPECIFIED IN THESE PLANS. SEE FINISH SCHEDULE SHEET A-2. 16 EXISTING PARTITION WALL TO REMAIN. PATCH AND REPAIR AS NEEDED TO RECEIVE NEW FINISHES AS SPECIFIED IN THESE PLANS. SEE INTERIOR ELEVATIONS SHEET A-4• FINISH LEVEL AND FINISH SCHEDULE SHEET A-2. MAINTAIN INTEGRITY OF ALL COORDINATE WITH OWNER'S PROJECT MANAGER. FIRE SUPPRESSION AND FIRE ALARM SYSTEMS. 9. REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, TELEPHONE 17. MAINTAIN EXISTING EXITS, EMERGENCY LIGHTING, AND AND DATA JACKS IN CASEWORK SCHEDULED FOR DEMOLITION. ILLUMINATION MEANS OF EGRESS DURING DEMOLITION AND MODIFY EXISTING WIRING AS REQUIRED BY NEW CONSTRUCTION AS REQUIRED BY JHA AND ALL GOVERNING CONSTRUCTION OR, IF NOT REQUIRED, TERMINATE AND CAP CODES. OFF AT NEAREST PANEL. 18. SAW -CUTTING ON PLANS IS AN INDICATION OF THE INTENDED 10. REMOVE EXISTING FLOOR FINISHES SCHEDULED FOR REMOVAL. WORK FOR BIDDING AND COORDINATION PURPOSES ONLY. IT IS NEWLY REPLACED OR LIKE -NEW FINISHES MAY REMAIN AT THE NOT INTENDED TO BE A SPECIFICATION OR METHOD. DISCRETION OF THE JLL PM. G.C. TO VERIFY PRIOR TO ;?�G'}j�����Ynx�, �j '�� �,irk{J Y�t 4� 1 �■ rte i,'� 1!p ' RECEIVED CITY OF TUKWILA NOV 02 2016 T Y5 P R ' `�� �'� ♦ a �' � ' Al KEYED NOTES A7 GENERAL NOTES � Fg ° A11 ��(r �° S � ��" ���� YMB• NOT ALL USED AT THIS LOCATION 1 I 2 1 3 I 4 1 5 1 6 7 1 8 1 9 1 10 11 1 12 449 SD.EVO 2.5 00 00 M� 00 J a) D Z Z O O J Z O z 0 I= Z I= O CD 2 W W CONSULTING ENGINEER REVISIONS COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 10354 8/7.6/16 BLAIR S. LEACH STATE OF WASHINGTON 08.19.2016 SHEET: 1/4"=1'-0" TDS PROJECT No.: 320104759 A-1 9-A-1.1 - Phasing.dwg 2016- 11:56AM 449 SD.EVO 2.5 z J 0 0 J LL Z (i) I CONSULTING ENGINEER z 0 0) i COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. FOR REFERENCE ONLY 08.19.2016 SHEET: 1/4" = 1'-0" A-1 STAFF .1 1 1 2 I 3 I 4 I 5 1 6 1 7 1 8 1 9 1 10 11 I 12 VERIFY IN FIELD/ / ADJACENT TENANT "0 0 0 1 in 9 4320 CACC1)- AC1 - - SMG_S W6 0-1 0 0 <DT_23> 0 - 0 --1 I r–a----I 1 0m T89 0 0 0.. _ L ____ J _ W 4 15 0 w re Z m ;;__ v II z AREA OF ~ a w ti) AC4 AC4 R CTION U �S 1 °z Q a EXTERIOR E w L 0 J 44" MIN. U- _ 0 1 <BWP> I I / L i SC2R - ADA ADA J 0 I.s: 0 -®c73 1rN1 g3® \ J 1- <MFP> Z 0 SC2R - c 0 " "' (WM AC1 PMO (ACID 431. _._ w O O fl I-.. p ADJACENT NOTE: TENANT GC TO COORDINATE TEMP STORE LAYOUT WITH STORE MANAGER. GC TO MAINTAIN MINIMUM CLEARANCES AND EGRESS PATHS PER CODE. 0 DI TYPICAL PHASING FLOOR PLAN - FOR REFERENCE ONLY 1/4" = 1'-0" ID# DESCRIPTION POWER DATA / VOICE MOUNTING NOTES.0 G.C. TO MAINTAIN CLEAR ACCESS TO BACK OF HOUSE AND SECONDARY EGRESS DURING BUSINESS HOURS. — o AC1 ACCESSORY (SINGLE) N/A N/A N/A PROVIDE TEMPORARY POWER / DATA FOR FLOOR FIXTURES. G.C. TO RELOCATE EXISTING POWER POLE AS REQ'D OR RUN © FIXTURE TAG AC4 ACCESSORY (FREESTANDING) N/A N/A N/A O POWER / DATA FROM NEAREST EXISTING WALL OUTLET AND PROVIDE COVER OVER CABLES AS REQUIRED. ADA ADA COUNTER N/A N/A N/A O ZIP WALL OR EQUAL TEMPORARY BARRICADE BY G.0 - TO BE DUSTPROOF. HB1 HANGING BOX (SINGLE) 20A (2)CAT5e CABLES TO PATCH PANEL 24" A.F.F. AT CENTERLINE OF FIXTURE REUSE EXISTING IF APPLICABLE. © EQUIPMENT TAG HB2_1 HANGING BOX (DOUBLE) 20A (2)CAT5e CABLES TO PATCH PANEL 24" A.F.F. AT CENTERLINE OF FIXTURE REUSE EXISTING IF APPLICABLE. 0 WINDOW DISPLAY TO REMAIN INSTALLED AND VISIBLE TO THE PUBLIC THROUGHOUT CONSTRUCTION. REMOVE AND STORE IN BACK OF HOUSE - OR RELOCATE TO NEW LOCATION PER SHEET A-2 ON FINAL DAY OF CONSTRUCTION. HB2_3 REUSE EXISTING IF APPLICABLE. HANGING BOX (DOUBLE) 20A (2)CAT5e CABLES TO PATCH PANEL 24" A.F.F. AT CENTERLINE OF FIXTURE 05 EXISTING STOREFRONT SYSTEM AND ENTRY DOOR. (4) CAT5e CABLES TO PATCH PANEL 18" A.F.F. AT CENTERLINE OF FIXTURE AS AVAILABLE. XXX GRAPHIC TAG POS ADDITIONAL POS (1) 20A DEDICATED G REUSE POWER MAST(S) SC1 SERVICE COUNTER ADD-ON (1) 20A DEDICATED G (4) CAT5e CABLES TO PATCH PANEL 18"A.F.F. AT CENTERLINE OF FIXTURE REUSE POWER MAST(S) AS AVAILABLE. O FIXTURE TO REMAIN AS IS. NEW CIRCUIT NOT REQUIRED, USE EXISTING RECEPTACLE BRANCH CIRCUIT IN AREA. FIELD VERIFY LOAD DOES NOT EXCEED 16A OR 1,900VA ON 20A. SC1R SERVICE COUNTER SINGLE (1) 20A DEDICATED G (4) CAT5e CABLES TO PATCH PANEL 18" A.F.F. AT CENTERLINE OF FIXTURE REUSE POWER MAST(S) AS AVAILABLE. 7 O EXISTING QUAD. SC2R SERVICE COUNTER DOUBLE (2) 20A DEDICATED G18" (4) CAT5e CABLES TO PATCH PANEL A.F.F. AT CENTERLINE OF FIXTURE REUSE POWER MAST(S) AS AVAILABLE. PROVIDE 32" MINIMUM OPENING. — SCP SERVICE COUNTER PRINTER 20A (2)CAT5e CABLES TO PATCH PANEL 24" A.F.F. AT CENTERLINE OF FIXTURE REUSE POWER MAST(S) AS AVAILABLE.0 O8 GC TO COVER ALL TRENCHES IN THE TEMPORARY SALES AREA WITH PLYWOOD DURING BUSINESS HOURS. EXISTING DUPLEX SMG_4 SAMSUNG - 4'-0" 20A N/A SEE ELECTRICAL SHEETS IF NEW EXISTING TO REMAIN. CANNOT BE RELOCATED. 0 EXISTING SYSTEM WALL TO REMAIN AS -IS. SMG_6 SAMSUNG - 6'-0" 20A N/A SEE ELECTRICAL SHEETS IF NEW EXISTING TO REMAIN. CANNOT BE RELOCATED. SMG_8 SAMSUNG - 8'-O" 20A N/A SEE ELECTRICAL SHEETS IF NEW EXISTING TO REMAIN. CANNOT BE RELOCATED. N EXISTING DATA SMG_DT SAMSUNG FIXTURE - LARGE 20A (2)CAT5e CABLES TO PATCH PANEL 24" A.F.F. AT CENTERLINE OF FIXTURE REUSE EXISTING IF APPLICABLE. SMG_SM SAMSUNG FIXTURE - SMALL 20A (2)CAT5e CABLES TO PATCH PANEL 24" A.F.F. AT CENTERLINE OF FIXTURE REUSE EXISTING IF APPLICABLE. EXISTING POWER POLE SW SYSTEM WALL 20A N/A SEE ELECTRICAL SHEETS IF NEW EXISTING TO REMAIN. T89/LB1 WINDOW CABLE DISPLAY 20A N/A N/A REUSE EXISTING CEILING RECEPTACLE. WB -4 APPLE WALL BAY - 4'-0" 20A N/A 24" A.F.F. AT CENTERLINE OF FIXTURE REUSE EXISTING IF APPLICABLE. REVIEWED FOR W8_6 APPLE WALL BAY - 6'-0" 20A N/A 24" A.F.F. AT CENTERLINE OF FIXTURE REUSE EXISTING IF APPLICABLE. LODE COMPLIANCE a WB_8 APPLE WALL BAY - 8'-0" 20A N/A 24" A.F.F. AT CENTERLINE OF FIXTURE REUSE EXISTING IF APPLICABLE. APPROVED WP# WALL PANEL W/ HANDSET GRID 20A N/A 24" A.F.F. AT CENTERLINE OF FIXTURE REUSE EXISTING IF APPLICABLE. NOV 1 6 2016 RECEIVED CITY OF TUKWILi4 VARIES APPLE CEP FIXTURES N/A N/A N/A EXISTING TO REMAIN. DO NOT RELOCATE. City of Tukwila NOV 02 2016 BUILDING DIVISION 1. ONE CIRCUIT CAN SERVE NO MORE THAN ONE CASH POD. 2. ALL CABLE JACKS/DEVICES CONNECTIONS ETC. BY G.C. PERMIT CENTER Al FIXTURE POWER & DATA REQUIREMENTS SCHEDULE A7 KEYED NOTES A11 H, {�,����� IV LS NOTE: NOT ALL FIXTURES MAY BE USED AT THIS LOCATION aw 1111 10111I1 111 mili 1111111 1 I 2 1 3 L_ 4 1 5 1 6 7 1 8 1 9 I 10 �: ,, »n • 11 ' {' ' 449 SD.EVO 2.5 z J 0 0 J LL Z (i) I CONSULTING ENGINEER z 0 0) i COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. FOR REFERENCE ONLY 08.19.2016 SHEET: 1/4" = 1'-0" A-1 STAFF .1 LT c7 �O N 111 1 2 7 8 9 10 12 2 0 LL W THE FINAL FULL SET OF AS -BUILT DWGS SHALL BE PLACED INTO A SECTION OF 6" PVC PIPE & SECURELY MOUNTED TO THE WALL NEXT TO TELCO EQUIPMENT. INCLUDE SCREW ON CAPS TO THE PIPE, & CLEARLY LABEL "AS -BUILT DRAWINGS." COORDINATE LOCATION WITH JLL PM. G.C. TO PROVIDE A PLAN TUBE IF ONE DOES NOT EXIST. RETAIN ALL PRIOR BUILDING PLANS IN PLAN TUBE. SEE ELEC. DWGS. FOR EXISTING / NEW EQUIPMENT. MALL CORRIDOR BACK OF HOUSE SCOPE: REPLACE EXISTING FINISHES ONLY • PATCH AND REPAIR WALLS TO LEVEL 2 FINISH AS REQUIRED. PAINT P-2. • REPLACE FLOOR FINISHES AND WALL BASE THROUGHOUT AS REQUIRED PER FINISH SCHEDULE A1/A-2 NOTE: FOR FLOOR FINISHES, COMPLY WITH THESE RECOMMENDATIONS AT MINIMUM OR NOT LESS THAN MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR ALL FINISHES INCLUDING FLOOR LEVELING REQUIREMENTS, EXPANSION SPACES, VAPOR BARRIERS, UNDERLAYMENTS, SITE CONDITIONS, ETC. • SUBFLOOR PREPARATION: GRIND HIGH SPOTS AND FILL LOW SPOTS TO PRODUCE A MAXIMUM 1/8 -INCH (3 -MM) DEVIATION IN ANY DIRECTION WHEN CHECKED WITH A 10 -FOOT (3-M) STRAIGHT EDGE. • EXPANSION: PROVIDE EXPANSION SPACE AT WALLS AND OTHER OBSTRUCTIONS AND TERMINATIONS OF FLOORING OF NOT LESS THAN DIRECTED BY MANUFACTURER. • PROTECTION: PROVIDE FLOOR PROTECTION UP UNTIL FINAL CLEANING. 33'-10 3/4" 2'-9 1/2" 15'-9" 1'-5" ADJACENT TENANT EQ. /( 1, EQ. i FIXTURE VENDOR TO REPLACE MAGENTA ACCENT LIGHTING AT SYSTEM WALL, TYP. VERIFY W/ OWNER PRIOR TO REMOVAL. E J'Q. EQ. // TELCO ROOM INVENTORY LEVEL 2 WI P-2 LEVEL 2 B F RB -1 VCT -1 EXISTING STRUCTURAL COLUMN. P-2 FINISH. WG -1 ON CORNERS. SALES AREA LEVEL 4 EXISTING STRUCTURAL - COLUMN. P-2 i FINISH. WG -1 ON CORNERS. / EXISTING STOREFRONT SYSTEM BACK OF HOUSE LEVEL 2 -6X6 INTERNATIONAL SYMBOL OF ACCESSIBILITY AT CORNER OF SALES COUNTER. DIGITAL MONITOR DISPLAY FIXTURE. EXISTING DOUBLE ENTRY DOORS DIGITAL MONITOR DISPLAY FIXTURE. TOILET ROOM NOTE: AREA DENOTES 44" ACCESSIBLE ROUTE NOTE: FIXTURE MANUFACTURER TO PROVIDE ANGLED TOE KICK AT ALL SYSTEM WALL LOCATIONS THROUGHOUT SALES AREA. AS REQUIRED, GC TO BUILD UP EXISTING IDX SW BASE WITH 1" BLOCKING TO 4" O.A. DEPTH IN PREPARATION FOR NEW TOE KICK. ADJACENT TENANT VESTIBULE WI P-2 LEVEL 2 B F RB -1 VCT -1 31'-7 1/2" 2'-0 1/4" / EXISTING STOREFRONT SYSTEM MALL PROVIDE SIGN OVER DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" LETTERS TO 1" HIGH ON A CONTRASTING BACKGROUND. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 1 6 2016 City of 1 ulczr'�iita BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 02 2016 PERMIT CENTER NOTE: SLAB PENETRATIONS SHALL BE MADE WITH PROPER LOCATION AND X-RAY IDENTIFICATION OF EXISTING REBAR AND/OR POST TENSION CABLES. D1 FLOOR PLAN 1/4" = 1'-0" v SYMBOL DESCRIPTION FLAME SPREAD/ SMOKE DEVELOPED CPT -4 ENTRANCE - WALK -OFF MAT: MATS INC. LEGACY NOP, FOOT GRILLE ROLL, 9/16" THICK, COLOR: BLACK WALNUT; INSTALLATION: RECESSED GLUE DOWN W/ MI MULTI -BOND ADHESIVE CHAPCO SAFE -SET 3 VESTIBULES: MATS INC. SUPREME NOP ROLL, 7/16" THICK, COLOR: BLACK WALNUT, RECESSED GLUE DOWN W/ MI MULTI -BOND ADHESIVE CHAPCO SAFE -SET 3 CLASS A LVT-1 SALES AREA - HARD FLOORING: ADORE LUXURY VINYL TILE NATURELLE (GLUE DOWN), PRODUCT# DW -1925 WOOD EMBOSSING WITH 12 MILL WEAR LAYER; SIZE: 7.2"X48", 3MM GAUGE E USE WITH TAYLOR ADHESIVE FOR GLUE DOWN PRODUCT# TAY 209165 - 4GAL - AMOUNT VARIES BY STORE. PER MFR SPECS. CLASS A ML -1 MOP SINK / DRINKING FOUNTAIN SURROUND & TOILET ROOM WAINSCOT: MARLITE S100G/WHITE; FINISH: WHITE -FRP WAINSCOT CLASS C m P-2 SALES AREA, TOILET ROOMS, BACK OF HOUSE AS NOTED ON DRAWINGS - PAINT: BENJAMIN MOORE & COMPANY; COLOR:#OC-61 - "WHITE DIAMOND" FINISH WALLS: EGGSHELL; FINISH CEILING: FLAT; FINISH DOOR FRAMES: DTM LATEX SEMI -GLOSS CLASS A RB -1 BACK OF HOUSE - RUBBER BASE: ROPPE; COLOR: BLACK -BROWN P193 TP 7P193 1/8" TPR RUBBER BASE, HEIGHT: 4" STD. TOE 120' CONT. ROLLS (NO 4' PIECES) CLASS A VCT -1 BACK OF HOUSE - FLOOR ARMSTRONG, STYLE: VCT IMPERIAL TEXTURE; COLOR - 51904 STERLING, SIZE: 12"X12". FINISH - CLEAN & SEAL W/ S-495 COMMERCIAL FLOOR SEALER & POLISH W/ 2 COATS ARMSTRONG S-480 COMMERCIAL FLOOR POLISH PER MFR INSTRUCTIONS CLASS A SV -1 TOILET ROOM - SHEET VINYL FLOORING WITH INTEGRAL BASE: ARMSTRONG, STYLE: CONNECTION CORLON; COLOR: #88704 "STONE HARBOR", THICKNESS: .080" CLASS A WB -2 SALES AREA - WOOD BASE: 5 3/4"X1" W/ RADIUS EDGE, PAINTED P-2. FROM FIXTURE VENDOR. SEE G7/A-5 & D1/A-6 CLASS C WD -1 SALES AREA - WOOD FLOORING: KAH 301116681640401 KAHRS SMOKE OAK HARDWOOD (3 -STRIP, 14 MM THICK,:T X 7.4"W X 89.21"L; MATTE FINISH; 36.69 SF PER CTN (8 PLANKS) OVER VERSASHIELD (PER MFR SPECS & INSTALLATION INSTRUCTIONS). CLASS C WG -1 SALES AREA - WALLGUARD: WALLGUARD - DEFENDER SERIES 2325.1; 90° 1-1/2" CORNER GUARD. RIGID VINYL, UNDRILLED, UNTAPED, 4' LENGTH, COLOR: "WHITE", MTD ON TOP OF WALL BASE. N/A WG -2 HALLWAY, RESTROOM, BACK OF HOUSE - WALLGUARD: WALLGUARD - DEFENDER SERIES 2340, 2" X 90° CORNER GUARD, 4' LENGTH, MOUNTED ON TOP OF WALL BASE. ADD AS REQUIRED BY STORE MGR. FINISH SCHEDULE NOT ALL USED AT THIS LOCATION N/A FIXTURE SCHEDULE NAME QUANTITY DESCRIPTION NAME QUANTITY DESCRIPTION NEW EXIST NEW EXIST AC3_1 1 0 ACCESSORY PANEL W/USB DWC 1 0 DISPLAY WALL C AC3_1 D 1 0 ACCESSORY PANEL NO POWER DWD 0 0 DISPLAY WALL D AC3_2 1 0 ACCESSORY PANEL W/USB DVWE 0 0 DISPLAY WALL E AC3_2D 1 0 ACCESSORY PANEL NO POWER DWF 1 0 DISPLAY WALL F AC3_3 2 0 ACCESSORY PANEL W/USB DWG 2 0 DISPLAY WALL G AC3_4 1 0 ACCESSORY PANEL W/USB DWH 2 0 DISPLAY WALL H AC3_4D 1 0 ACCESSORY PANEL NO POWER FT_4A 0 0 FEATURE TABLE - 4'-0" - METAL AC3_5 0 0 ACCESSORY PANEL W/USB FT_6A 2 0 FEATURE TABLE - 6'-0" - METAL AC35D 0 0 ACCESSORY PANEL NO POWER OEM1_4 0 0 OEM PRIMARY - 4' AC5 0 0 ACCESSORY PEDESTAL - FREESTANDING OEM1_6 0 0 OEM PRIMARY - 6' B1 0 0 BENCH - PRIMARY 4' W/ INSET OEM1_8 0 0 OEM PRIMARY - 8' B2 0 0 BENCH - SECONDARY 4' OEM2_4 0 0 OEM SECONDARY - 4' CP_1 7 0 CASH POD - 1 STATION OEM2_6 0 0 OEM SECONDARY - 6' CP ADA 1 0 CASH POD ADA CELLEBRITE CABINET OEM2_8 0 0 OEM SECONDARY - 8' CP_ADAL 0 0 CASH POD - ADA LEG SCP_1 1 0 MULTI -FUNCTION PRINTER CABINET CT_4 0 0 CONSULTATION TABLE - 4 SEATS SMG_4 0 0 SAMSUNG FIXTURE - 4'-0" CT_6 0 0 CONSULTATION TABLE - 6 SEATS SMG_6 0 1 SAMSUNG FIXTURE - 6-0" DDI 0 0 DIGITAL FRONT WINDOW - INDOOR SMG_8 0 0 SAMSUNG FIXTURE - 8'-0" DDO 0 0 DIGITAL FRONT WINDOW - OUTDOOR STL 0 0 SEATING AREA STOOL DFM 0 0 DIGITAL FRONT WINDOW - 6" SW 0 15 SYSTEM WALL PANEL - 471 /4" DFM_F 2 0 DIGITAL FRONT WINDOW - 6" FREESTANDING SW1 2 0 2 SYSTEM WALL PANEL - 23 5/8" DFW 0 0 DIGITAL FRONT WINDOW - 8" Tit 0 0 55" VIDEO WALL DFW F 0 0 DIGITAL FRONT WINDOW - 8" FREESTANDING WB 4 0 0 WALL BAY - 4 FEET DS 1 0 DIGITAL SIGNAGE WB_6 0 0 WALL BAY - 6 FEET DSR 0 0 DIGITAL SIGNAGE - WITH REMO WB_8 0 0 WALL BAY - 8 FEET DWB 0 0 DISPLAY WALL B WB2_4 0 1 2_4M WALL BAY A4 FIXTURE SCHEDULE GRAPHIC SCHEDULE NAME QUANTITY DESCRIPTION NEW EXIST AF1 0 0 A FRAME SIGN BFM_65 0 0 BRAND FOCAL MONITOR - 65" BFM_82 1 0 BRAND FOCAL MONITOR - 82" L61 0 0 LED WINDOW FRAME SIGN SS1 0 1 STANCHION SIGN T89 0 0 WINDOW CABLE DISPLAY WG1 1 0 WALL GRAPHIC, 40x58 WG2 0 0 WALL GRAPHIC, 76x58 WG3 0 0 WALL GRAPHIC, 112x58 WR 0 0 WINDOW WRAP 36 1 0 DIGITAL FRONT WINDOW - SECONDARY EQUIPMENT SCHEDULE NAME QUANTITY DESCRIPTION NEW EXIST BWp 0 0 BLACK/WHITE PRINTER MFP 0 0 COLOR MULTI FUNCTION PRINTER XCQ 3 0 XEROX COLOR CUBE XMFP 1 0 XEROX MULTI -FUNCTION PRINTER 34 1 0 DIGITAL SIGNAGE - PRIMARY COMBO LAYOUT SUMMARY TOTAL NUMBER OF POS STATIONS 7 TOTAL NUMBER OF REMOTE STATIONS 0 TOTAL OCCUPANTS 40 TOTAL SQUARE FOOTAGE: 1,767 SQ. FT. SALES AREA: 1,133 SQ. FT. BACK OF HOUSE: 482 SQ. FT. ACCESSORY: 152 SQ. FT. (HALLWAY, TOILET ROOMS) EIT SCHEDULE NAML UUAN 1 1 1Y ULti(:KII' 1 IUN NEW EXIST 9 0 0 TTL SCREEN CONTENT 13 1 0 BRAND FOCAL CONTENT 32 0 0 DIGITAL SIGNAGE - PRIMARY RIGHT 33 0 0 DIGITAL SIGNAGE - PRIMARY LEFT 34 1 0 DIGITAL SIGNAGE - PRIMARY COMBO 37 0 0 DIGITAL SIGNAGE - SECONDARY RIGHT 38 0 0 DIGITAL SIGNAGE - SECONDARY LEFT 39 0 0 DIGITAL SIGNAGE - SECONDARY COMBO 30 0 0 DIGITAL FRONT WINDOW - COMBO 35 1 0 DIGITAL FRONT WINDOW - PRIMARY 36 1 0 DIGITAL FRONT WINDOW - SECONDARY WALL FINISH LEVEL FINISH BASE FINISH FLOOR FINISH = EXISTING WALL = NEW 20 GA. METAL STUDS 3 %" @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. EA. EXPOSED SIDE TO 6" ABOVE CEILING. (USE KICKERS FOR SUPPORT AS REQUIRED). SEE DETAILS ON SHEET A-6. XXX EQUIPMENT /EIT TAG FIXTURE TAG GRAPHIC TAG ISA COUNTER DECAL, SIZE: 6" X 6" - WHITE ON BLUE # ADA -1006 W W W.ADASIGNDEPOT.COM C10 SHEET SYMBOLS NOT ALL USED AT THIS LOCATION 1. MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS. 2. G.C. TO COORDINATE FLOOR POWER WITH ELEC. SHEETS & FIXTURE PLAN. 3. WHERE EXISTING INSULATION IS REMOVED OR MISSING, PATCH AND REPLACE INSULATION TO MATCH EXISTING CONDITIONS & MAINTAIN REQUIRED R -VALUES. 4. SEE A1/A-5 FOR FLOOR TRANSITION DETAILS 5. MOISTURE TEST, PREPARE & LEVEL EXISTING CONCRETE FLOOR SURFACE FOR INSTALLATION OF NEW FLOORING MATERIALS PER MANUFACTURER'S INSTRUCTIONS. 6. G.C. TO PROVIDE FIRE EXTINGUISHERS PER FIRE MARSHALL'S INSTRUCTIONS 7. RELOCATE ALL THERMOSTATS AND OTHER WALL MOUNTED DEVICES AS PER LOCAL CODE AS REQ'D PER NEW FIXTURE LAYOUT. COORDINATE WITH PROJECT MANAGER/ARCHITECT. 8. REMOVAL OF ALL CEILING EQUIPMENT (TYCO, FIRE ALARM, SPRINKLER, SHOPPER TRAK, ETC.) MUST BE PERFORMED BY THE REQUIRED VENDORS. OWNER'S VENDOR TO RELOCATE SECURITY CAMERA'S AS NEEDED PER NEW FIXTURE LAYOUT. COORDINATE WITH OWNER'S PROJECT MANAGER. 9. FIXTURES FURNISHED BY OWNER AND INSTALLED BY OWNER VENDOR (UNLESS OTHERWISE NOTED), COORDINATE ALL FIXTURE LOCATIONS WITH FIXTURE VENDOR. 10. FIXTURE QUANTITIES LISTED ARE FOR REFERENCE ONLY. IT IS OWNERS RESPONSIBILITY TO VERIF LL QUA IES AND COORDINATE WITH CASEWORK VENDOR. 449 SD.EVO 2.5 MZN l<0 � o �w Z � < z=d' NQ ■ ■ ��aY CI) rnCi) � CONSULTING ENGINEER REVISIONS Z SW4 E o1 ucrn 0o Xv gid+ r 1 LL O & A g 18 ta z. it)o (� C Niiiiir i— r + co 0 Iml o® 1 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and/or monetary liability. 10354 /26/16 BLAIR S. LEACH STATE OF WASHINGTON 08.19.2016 SHEET: 449 SD.EVO 2.5 ®WNQ J EnW U Z=4 • J =ow1--(f)0- ■ �C� L. U)rnU)I— SHINGTON 98188 z J 0.. Z U J CONSULTING ENGINEER co z Fri O COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work' under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 10354 REGISTERED ARCHITECT 8/7.6/16 BLAIR S. LEACH STATE OF WASHINGTON SHEET: 08.19.2016 1 I 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 EXISTING EXISTING EQ. EQ. i ACP -1 CL -2 ADJACENT 10'-5 1/2" A.F.F. 10'-0" A.F.F. TENANT 1I �,. r• ki w CL -1 � ► \ - ra 12'-2" A.F.F. • • • • ED -MLI EXISTING ��0� L"_'Jco D-ML3-EM -1 ED-WL3 LED-ML3 D-ML3-EM = ;I' . ® ._ 1 — / q S. -J O D MLI' - LED-ML2 Ci © W _ \ MALL I- X. / 0 CORRIDOR 0 cJ LED EXT ❑ o o o o MALL •LED-ML2-EM LED-ML2-EM Q \ 0"= :1,-ML1 X X BACK OF i / 0W HOUSE EQ. EQ.CD L \ —I • \ /1 _ _7 • 0 LED-ML2 W - C D -MLI'' CL -1-1 0 00 S 12-2 A.F.F. EXISTING Q - IIX u 6 'i- \ _a •. ••• •. D-ML1 0••• D ML3 EM i,�.� D 3 ► D-ML3 kN D-ML3-EM W I _r '' \ I x , O ACP -1 ADJACENT CL -2 10'-5 1/2" A.F.F. TENANT 10'-0" A.F.F. EXISTING EXISTING EQ. EQ. 4, GC SHALL FIELD VERIFY EXISTING EGRESS LIGHTING AND PROVIDE NEW EMERGENCY LIGHT FIXTURES AS REQUIRED BY THE FIRE MARSHALL. REVIEWED FOR OIDE COMPLIANCE ' APPROVED NOV 1 6 2016 • City of Tukwila BUILDING DIVISION o D1 PARTIAL CEILING PLAN 1/4" = 1'-0" CEILING # CEILING TYPE FLAME SPREAD RATING SYMBOL DESCRIPTION 1. EXISTING DROPPED (CLOUD) SOFFITS GRID/FRAME TO RECEIVE NEW P-2 FINISH. EXISTING TILES TO BE REPLACED AS INDICATED IN THESE PLANS. 1. LIGHTING AND ELECTRICAL EQUIPMENT ARE TO BE RELOCATED ACP -1 AS NOTED IN GRAPHIC BELOW UNLESS OTHERWISE SHOWN AT POINTS IN ON PLAN. U SALES AREA - LAY -IN ACOUSTICAL CEILING SYSTEM: 2. REMOVAL OF ANY CEILING EQUIPMENT (TYCO, FIRE ALARM, SPRINKLER, 2X4 ACT TILE 2X2 ACT TILE ACP ARMSTRONG - FINE FISSURED SECOND LOOK; DESIGNER SERIES 1761, CLASS A SINGLE HEAD ADJUSTABLE GIMBAL RING 358'H X 45'V, SHOPPER TRAK, ETC.) MUST BE PERFORMED BY THE REQUIRED VENDORS. -1 O '� RECEIVED COLOR: WHITE, 24"X48" TEGULAR EDGE, ARMSTRONG PRELUDE XL 15/16" TEE GRID. LED -MLI 40' LEDPAR30, FLUSH MOUNT FIXTURE 3. OWNERS VENDOR TO RELOCATE SECURITY CAMERAS AS REQ'D PER NEW w\ CITY OF TUKWILA + t f + SINGLE HEAD ADJUSTABLE GIMBAL RING 358'H X 45'V, FIXTURE LAYOUT. COORDINATE WITH T -MOBILE PROJECT MANAGER. I I I Ci w\ O2 ZO16 STOREFRONT SOFFIT: -GYP. BD.: CLASS A o NOV CL -1 GYP. BD. CEILING ON METAL STUDS. PATCH AND REPAIR AS REQUIRED. TAPE JOINTS 40' LEDPAR30 FLUSH MOUNT FIXTURE - WIRED TO 4. FOR DFW AND DFM FIXTURES FULL HEIGHT ONLY GC TO PROVIDE 1/2" ( ) - i i i I AND SAND SMOOTH TO A LEVEL 4 FINISH. PAINT P-2. LED -MLI -EM MINI -INVERTER FOR EMERGENCY OPERATION PLYWOOD BLOCKING ATTACHED TO STRUCTURE OR STUDS ABOVE CEILING. I� FIXTURE INSTALLER TO PROVIDE ATTACHMENT HARDWARE TO SECURE XEQQQ.QQQ PERMIT CENTER SALES AREA GYP. BD.: DIGITAL MONITOR DISPLAY FIXTURE TO BLOCKING FOR STABILIZATION. - DUAL HEAD ADJUSTABLE GIMBAL RING 358'H X 45'V, 40' 2. RELOCATE ALL FIRE STROBES AND OTHER CEILING MOUNTED DEVICES AS REQUIRED PER LOCAL CODE. CL -2 GYP. BD. CEILING ON METAL STUDS. PATCH AND REPAIR AS REQUIRED. TAPE JOINTS CLASS A LEDPAR30, FLUSH MOUNT FIXTURE COORDINATE WITH SOLE SOURCE VENDOR (IF APPLICABLE) PM, AND/OR ARCHITECT AND SAND SMOOTH TOA LEVEL 4 FINISH. PAINT P-2. ED ML2 5. REPLACE INDIVIDUAL CEILING TILES IF DAMAGED OR NOT MATCHED TO CURRENT SPEC. IF MORE THAN 25% ARE DAMAGED OR NOT MATCHED TO ,JLL BACK OF HOUSE GYP. BD.: DUAL HEAD ADJUSTABLE GIMBAL RING 358'H X 45'V, 40' CURRENT SPEC G.C. TO REPORT CONDITION AND COORDINATE EXTENT OF 3. REFER TO ELECTRICAL DRAWINGS, MANUFACTURER INSTRUCTIONS, GUIDE FOR FIXTURE TYPES AND INSTALLATION INSTRUCTIONS. AND EDSS FIXTURE INSTALLATION m - REPLACEMENT WITH JLL PM. CL -3 GYP. BD. CEILING ON METAL STUDS. PATCH AND REPAIR AS REQUIRED. TAPE JOINTS CLASS A o o LEDPAR30, FLUSH MOUNT FIXTURE - WIRED TO AND SAND SMOOTH TO A LEVEL 2 FINISH. PAINT P-2. LED ML2-EM MINI -INVERTER FOR EMERGENCY OPERATION 6. G.C. TO REPLACE HVAC AIR FILTERS AFTER CONSTRUCTION AND CLEANUP IS 4. GC TO ADJUST PERIMETER ADJUSTABLE LIGHTS TO BE TARGETED FROM FLOOR TO WASH RETAIL WALL DISPLAYS. BETWEEN 5'-9" TO 6'-3" VERTICALLY COMPLETE IF TRENCHING WAS PERFORMED. VARIES RECESSED ENTRY: METAL.: LIGHTING PACKAGE FURNISHED BY OWNER THROUGH EDSS - CLASS A TRIPLE HEAD ADJUSTABLE GIMBAL RING 358'H X 45'V, 40' 7. REFER TO GI0/A-5 FOR ACCESS PANELS WHEN REQUIRED. CL -4 M-3 METAL PANEL OVER. METAL STUDS. O FIXTURE ENERGY DESIGN SERVICE SYSTEMS: LED-ML3 LEDPAR30, FLUSH MOUNT 1 \ CONTACT MICHAEL NORDLOH I B1 CEILING SCHEDULE TRIPLE HEAD ADJUSTABLE GIMBAL RING 358'H X 45'V, 40' B7 SHEET NOTES 810-227-3377 MNORDLOH@EDSSENERGY.COM NOT ALL USED AT THIS LOCATION LEDPAR30, FLUSH MOUNT FIXTURE - WIRED TO NOT ALL USED AT THIS LOCATION D-ML3-EM MINI -INVERTER FOR EMERGENCY OPERATION © EXISTING SECURITY 1 13 m>OC)rvnL), =ZOoco _Ory O Wgtnz rn»< OD r�0o cnwmg0 ovrnn Mmpmz;�o�M=raov�mOoDm� U 3 OSA O-OI N V m < -< ;n o %v D vo 71g n4 rmX COCO CO Z;pz -1-nO i orncnio o mz ;4 rn x <z zlo2z' rn0 D= zm71 -- On-m;o O-om- m2Opo(n D 1oTIC 01 000 r(nOu; mvvc moOO -IzOm � m VARIES 4 EXISTING EXISTING EMERGENCY LIGHT CAMERA RETURN AIR GRILL 1LED-EXT NORA LIGHTING WHITE LED EXIT SIGN WITH BATTERY BACKUP • EXISTING SPRINKLER HEAD EXISTING ® SPEAKER HATCHED AREA TO REMAIN EXISTING ADT)EXISTING EXISTING SECURITY SYSTEM �"' � CEILING OUTLET AS EXISTING. SUPPLY AIR EXISTING SURFACE M16" EXISTING MOTION SENSOR CEILING �� SURFACE MOUNT LED INVERTER(S) DIRECTLY TO STUDS @ O.C., OR TO MIN. 32 W X 24 H MOUNTED ACP -1 CEILING SYSTEM / FINISH EXISTING FIRE LIGHT FIXTURE X 3/4"PLYWOOD BACKER SCREWED TO STUDS, OR TO EXISTING TELCO BOARD W/ (4) #8 X 2 FAX: 800-233-5598 ST SHOPPERTRAK 10'-6" A.F.F. 1-+ CEILING HEIGHT EMAIL: BPO STRATEGIC ACCOUNTS@ARMSTRONG.COM ALARM / STROBE STR EXISTING 318�� DRYWALL SCREWS. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS S � a Al SHEET SYMBOLS - EXISTING EQUIPMENT A4 SYMBOL LEGEND - REFER TO ELEC SHTS A7 SHEET SYMBOLS A9 GENERAL NOTES �y 7£ `"qi NOT ALL USED AT THIS LOCATION - VERIFY IN FIELD NOT ALL USED AT THIS LOCATION NOT ALL USED AT THIS LOCATION NOT ALL USED AT THIS LOCATION 1 2 1 3 4 1 5 1 6 7 8 1 1 9 1 10 1 ����E r,v �� 449 SD.EVO 2.5 ®WNQ J EnW U Z=4 • J =ow1--(f)0- ■ �C� L. U)rnU)I— SHINGTON 98188 z J 0.. Z U J CONSULTING ENGINEER co z Fri O COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work' under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 10354 REGISTERED ARCHITECT 8/7.6/16 BLAIR S. LEACH STATE OF WASHINGTON SHEET: 08.19.2016 — 1 ' 2 ( 3 , 4 1 5 1 6 I 7 1 8 1 9 1 10 11 I 12 P-2 SECURITY FILM (CLEAR) I LLUMAR MAGNUM SECURITY FILM - SCL SR PS7: EXISTING FILM THICKNESS l STOREFRONT .007" TENSILE STRENGTH = 31050 PSI I SYSTEM AND GLAZING ( OPAQUE FILM AVERY A9 OPAQUE PANTONE WHITE A9001-0 / / /\\\ \\ \ APPLIED TO INTERIOR SIDE OF GLAZING MADICO - SAFETY SHIELD 1500 (GRAFFITI FREE) / % �\ i TENSILE STRENGTH 32,000 PSI BREAK STRENGTH 450 POUNDS PER INCH /, / / �,;.' .' \\� _ N WINDOW WRAP _ ( \ /, /, /; ' / -,; ;i / / FURNISHED BY OWNER THROUGH SIGN VENDOR UNDER SEPARATE PERMIT. APPLIED TO EXTERIOR GLAZING. `\ / UV FILM (CLEAR) VISIBLE LIGHT \ \ — MADICO CL-400-XSR 85 % TRANSMITTED �\-, - `� � V\%B_� 99% UV REJECTION 10 % REFLECTED 004" THICKNESS SHADING COEFFICIENT .93 (�"� �„/ 25,000 PSI TENSILE 19 % SOLAR ENERGY STRENGTH REJECTED DFM_ EXISTING DOUBLE DFM EXISTING SOLAR ENERGY �+ `.77 Al Q WB 36 > -2 WB -2 STOREFRONT SYSTEM ENTRY DOORS < 35 > 78% TRANSMITTED SOLAR AND GLAZING 10% REFLECTED *TINTED FILMS ARE AVAILABLE BUT MUST A-5 A-5 TYP. 12% ABSORPTION BE APPROVED BY LL & COMPLY WITH LOCAL ZONING ORDINANCES 0 G1 INTERIOR ELEVATION G1 1 APPROVED WINDOW FILM 1/4" = 1'-0" NOT ALL USED AT THIS LOCATION - CP -2 II--- —, P-2 vi \ r I BACKLIT SYSTEM WALL` 1 ` ` \ BACKLIT SYSTEM WALL io CV • i) N _ r-5 3/4" 12'-2" ■ L_ N N E R■ ,.... // / 7 7 SCP_ (DWC) CDWF) BFM_82 CA -C3_ -/D AC3_4D CDWHD x2 DS AC3_1 CC3_1D W62_4 WG1 1 B-2 � XMFP> G7Ca-D7 34 B-2 _ w 13 A-5 yA-5/ TYP. El INTERIOR ELEVATION E6 INTERIOR ELEVATION 1/4" = 1'-0" 1/4" =11-0" —1 (P-2) 1 11 BACKLIT SYSTEM WALL _ 0 N REVIEWED FOR CODE COMPLIANCE • APPROVED' CV N = ■■■jj� RR—E ■■ ■■ �■ N NOV 1 6 2016 ED El R__ -- kr co '9 so r■t_LI ( ®® r]■ Ci of Tukwila R R R 4,i R i - -- ■ al- ii ® BUILDING DIVISION ----n-------- kr H -®■ ®® ErriE El C:1 E®---- ■®0 ■■ R �• ED • • OF TUKWILA • CITY SMG_. AC3_2D �C3_D DWG x2 Q,---6-3-_---).3�C3_,D �7O G% _2 NOV 02 2016 A-5 A-5 TYP. PERMIT CENTER C1 NOT USED C6 INTERIOR ELEVATION 1/4" = 1'-0" 1/4" = 1'-0" ADA SIGN DESCRIPTION: MODEL# ATTACHMENT AND LOCATION OF OF CABLE DISPLAY SYSTEM AVAILABLE FROM WWW.ADASIGNDEPOT.COM VARIES. MATCH DISTANCE/INSTALLATION FROM PREVIOUS LOCATION OR OTHER ADJACENT T89/LB1'S. SEE FIXTURE INSTALL ; "WOMEN" RESTROOM W/ ISA: SIZE: 6" X 8" ADA -1024 °0 INSTRUCTIONS FOR PROPER TENSIONING & INSTALLATION OF l� TRACK & CABLE. "MEN" RESTROOM W/ ISA: SIZE: 6" X 8" ADA -1025 1 EXISTING HARDLID ! ACOUSTIC TILE CEILING, "UNISEX" RESTROOM W/ ISA; SIZE: 6" X 8" T24-1000 Elj. I TYP. ,__ ,A A "WOMEN" RESTROOM; SIZE: 12" DIA. CIRCLE - LOCATION OF CABLE lift CBC T24-1001 06. DISPLAY VARIES 11 "MEN" RESTROOM; SIZE: 12" TRIANGLE - CBC T24-1000 /5\11` TRACK MAY NEED TO BE(12" INSTALLED IN EXISTING STD) "UNISEX" RESTROOM; 12" TRIANGLE/CIRCLE - ALUMINUM MULLIONS. CBC T24-1003fa) MATCH GSPACING AND INSTALLATIONO EXISTINGEXIST"EXIT ROUTE"; SIZE: 5" X 4"; W/ ADA/CBC BRAILLE ADA -1003 EXIT ROUT CONDITIONS. LOCATION OF CABLE "EXIT'; SIZE: 6" X 6"; W/ ADA/CBC BRAILLE ADA -1242 EXIT DISPLAY ACCESSIBLE ENTRANCE "ISA"; SIZE: 6" X 8" ADA -1070 A ISA WINDOW / COUNT DECAL, SIZE: 6" X 6" ADA -1006 Al NOT USED� A9 T89/LB1 INSTALLATION A11 ;r Aiaf` �� {y`;r 3rX,; ITY SIG 1/4 1-0 N.T.S. NOT ALL USED AT THIS LOCATION N.T.S. NOTION3 1 I 2 1 4 1 5 111 6 7 8 9 10 112 11 � $�> �„� rt ^� t . �'rs' . •SYa ` ),�,k': • 449 SD.EVO 2.5 0000 00 is � 00 (3) �■ N Q Z �w z Z OZV�� ~�Q ■ pw- � CD I— Otia� CONSULTING ENGINEER rn z 0 Ctw w 0 w z COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work” under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 10354 REGISTERED ARCHITECT 8/7.6/16 BLAIR S. LEACH STATE OF WASHINGTON DATE: 08.19.2016 SHEET: A-4 -, 1 I 2 l 3 4 1 5 l 6 7 1 8 1 9 10 1 11 1 12 / -'�/------ NOTCH WB -1 OVER (E) DOOR JAMBS, TYP. RUN CONTINUOUS LINE OF CAULK AT JOINT AND PAINT P-2 FINISH. FINISH FLOOR DOOR G.C. SHALL VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON-SITE COORDINATOR. IF NOT, CONTACT ' EVEN. COMPRESSED ARCHITECT FOR ALTERNATE DETAIL. / SEE MANUFACTURERS INSTRUCTIONS 1 CARPET1/4" MAX. GYP. BD. FOR WD -1 AND LAM -1 EXPANSION 1\11111 1\1\1\ 11111\111 BELOW THRESHOLD. / 1" - - • - -- THRESHOLD VERIFY THERSHOLD EXISTING 2" X 2" X 1/4" METAL 'L' © HEIGHT AT EXISTING• ROOF DECK 6'-0" O.C. ATTACH TO TOP - • _ .. GYP. BD. RESILIENT BASE VCT FLOORING OR SEALED CONCRETE. SEE PLAN CONSTRUCTION AND • -DOOR ¢ ill BAR REPLACE IF NON-COM PLIANT _• .. 2 p -1 EXISTING JOISTS. (VERIFY TRUSS. V.I.F. CONDITION) MFR SPECIFICATIONS FORFLOATTACHED EXPANSION, EXPANSION TYP. WOOD BASE WOOD OR METAL BLOCKING k, NECESSARY FOR FASTENING OF ASE `n TOP FLOORING iv co J G.C. TO TEST & TRIM, I \ — '� REDRILL, & CLEAN ALL 1 I ''—� V//CHORDOFEXIST. THRESHOLD EDGES, FLOOR I BURRS, PINS/BOTTOM STRIKES, ETC. WHEN RE -INSTALLING OR FINISH / / rt 1 r \I I � I 1. tAS I 1 REPLACING � � AT DOOR OPENING: ; � � _ I 1 � 4 �1� THRESHOLDS. % TRANSITION UNDER DOOR LEAF. `. I I1 2 N LOCATE AS SHOWN DEPENDING G.C. TO PROVIDE 1/2 ' ,i I I sI 1 I . , \� DIAGONAL BRACING TOP OF STUD TO OTTOM OF UPON DOOR LEAF LOCATION PLYWOOD BLOCKING ;I l I �� ' NB STUD FOR DECK TO NEW OR OVER j/////SEE EXISTING 3 5/8" X 20 GA METAL HEIGHT 14'-0" A.F.F. OR STUDS TO STRUCTURE ABOVE. V.I.F.�\ '�� \ I I L 1 i NI AS REQUIRED. r \I\.1\ I IN '' ' I I 11 I I I I 11 1 LI d; EXISTING CONCRETE PAD X EXISTING CONCRETE —'� 0 N I J-BOxi I I v7Triii 7J-B0%u „4.774, iiA ( i/ ` ♦ r:!%ii>i�//�/////////�//�/��/, PROVIDE ACCESS EXISTING CEILING TYPE / PANEL FOR J` VARIES 2 1/ AT CASED OPENING TRANSITION AT END OF JAMB GYP. CEILING. AS LOCATED ON PLANS J -BOXES FOR POWER/DATA. N DIGITAL DISPLAY I I SEE E-3.2 / / PAD/SUBFLOOR �� ' / / FIXTURE �'/// / / G1 DOOR SILL/ACCESSIBLE THRESHOLD DETAILS G4 DFM / DFW ATTACHMENT - FULL HEIGHT ONLY G7 WOOD BASE G10 RESILIENT COVE BASE - BACK OF HOUSE 6" = 1'-0" N.T.S. WHEN USED 6" = 1'-0" 6" = 1'-0" EXISTING CONDITIONS ARCHITECT FOR ALTERNATE MAY VARY. CONTACT TRANSITION PROFILES. ; 4" % 4" TRIAD SW 311 \ TRIAD SW 311 N IDX W S ID XX SW / GYP. BD. .. GYP. BD. .. SALES AREA SALES AREA SEE MRF SPECIFICATIONS FLOORING EXPANSION, TYP. FOR . • : , \ - m SYSTEM WALL BOTTOM TRIM * ANGLE \ --1/4 X 7" KICK PLATE. (G.C. TO ADD 1" D. BLOCKING FOR IDX SW TO ACHIEVE 4" D, TYP.)•) ANGLED TOE KICK AND FACE FURNISHED BY `-'? FIXTURE INSTALLER, G.C. "' INSTALLED. CUT TO LENGTH AND PAINT ENDS TO MATCH WILSONART DESIGNER WHITE D354 o � TOP OF FLOORING SEE MRF SPECIFICATIONS FLOORING EXPANSION, TYP. FOR . : i\' \ \ \INSTALLED. \ \ \ SYSTEM WALL BOTTOM ANGLE WHEN EXTENDING SW,ADD 1" D. BLOCKING FOR TO ACHIEVE 4" D, TYP. STRAIGHT TOE KICK FACE FURNISHED BY - FIXTURE INSTALLER, CUT TO / ` LENGTH AND PAINT , __ ' - - " TO MATCH WILSONART DESIGNER WHITE D354 TOP OF FLOORING TRIM IDX SW AND �? G.C. ENDS w C- DOOR IN CLOSED POSITION BACK OF HOUSE MOP SINK FLOORING VESTIBULE TOILET ROOM 1/8" ALUMINUM TERRAZZO STRIP W/ CLEAR FINISH 2" X 1/2" MARBLE THRESHOLD PIECE STRIP CENTERED UNDER DOOR. VCT EXISTING SHEET VINYL VCT EXISTING 2 SHEET VINYL CONCRETE SLAB/ EXISTING CONCRETE CONCRETE 1 EXISTING CONCRETE \\� 11��� \����� C� SLAB SLAB i/j//:/ / SLAB D Q VCT TO 0 p a a SHEET VINYL a a D VCT TO SHEET •D . • Q VINYL \� VARIES D , a D a a D - GC TO PROVIDE 1" BLOCKING 2" D �� D D a a - GC TO PROVIDE a a p a �• VARIES , " 2 " REVIEWED FOR / / FOR IDX SW / FORD IDX / CODE COMPLIANCE D7 ANGLED TOE KICK & FACE PLATE D10 TOE KICK & FACE PLATE APPR' NOV VCD s 2016 6" = 1'-0" FOR USE IN SITES WITH SMG_4, SMG 6, OR SMG_8 ONLY 6" = 1'-0" 1 EXISTING STOREFRONT GLAZING City of BUILDING ifa DIVISION 0 G.C. NOTE: G.C. SHALL TO A MINIMUM STUB -UPS KEEP TRENCHING TO PROVIDE FOR ALL FIXTURES. CONTINUOUS SEPARATED CHEMICAL PEST BARRIER @ ALL DISTURBED AND EXPOSED SOIL PRIOR TO COVERING WITH ? RECEIVED CITY OF TUKWIL.A NOV 02 2016 NEXISTING V DOOR (AS OCCURS) CONCRETE & ABC FILL #3 REBAR CONT. (TYP) SAW CUT AND REMOVE EXISTING SLAB FOR TRENCH SALES AREA MALL #3 REBAR (TYP) COATED WITH INSTALL PER EXISTING GRADE AS EPDXY HILTI HIT-HY ICC -ES -3187 SLAB ON OCCURS 200. AS REQUIRED CONCRETE TO MATCH WITH WAY SLAB. EXIST. LOCATE VAPOR SLAB ON DEPTH OF #3 BARS AT 16" AT MIDDLE DEPTH DRILL & EPDXY SLAB. CONDUIT ABOVE BARRIER 1-1/2" TYP. GRADE EXIST., O.C. EACH OF 6" INTO SALES AREA VESTIBULE EXISTING CONDITIONS MAY VARY. CONTACT WD -1 GRADUS KA386XXL-PS SILVER ANODIZED FINISH. CUT GROOVE ON ONE SIDE OF (1) WD -1 FLOOR PLANK AND INSTALL PERPENDICULAR TO FLOORING. WD -1 I GRADUS SFBR37 / AFT3912 IN SATIN CHROME FOR HEIGHT DIFFERENCE OF 1/4" - 3/8" EXISTING TILE - 1/2" H ARCHITECT FOR ALTERNATE TRANSITION PROFILES. PERMIT CENTER to EXISTING STOREFRONT BASE i // / N VCT 1" QUARTER ROUND WOOD TRIM. NAIL TO TACK STRIP #6 FINISH NAILS. FILL & STAIN TO MATCH WD -1. DO NOT NAIL TRIM TO FLOORING. / / / / MALL FLOORING > W j cQc It 15 ■ a5•• 'iIbF al i 1 .•�'i 1 ''. Q SE UNDERSIDE OFLOORING TO Si;OPE TO TRANSITIORI AS D a n \� •a p a Q \---1® Q p d ^° ,,e . , REQ WD -1 - TO - VCT WD -1 - TO -HIGH TILE;o a : A '`moo` '`:°''`� O O O•'`�°�°�,,OO0,0 1_/ :11(11-111115 11111__VIII.VIII—VIII 36" MAXIMUM —VIII-11111—III fr• IaEl4df y rlv I I ratS °± +�'3�b4i3 +ii"i � / D Q a / c7 LJ V Y ��/ D-1 - TO - STOREFRONT , • pa I I I a • L\ BAS E p Q COMPACTED FILL AS G.C. NOTE: AT ALL INTERSECTIONS AND LAPS REBAR SHALL BE TIED WITH 16 GA. REBAR TIE 1 REQUIRED VAPOR BARRIER WIRE. TAPE IS NOT ACCEPTABLE. TO MATCH EXISTING G.C. NOTE: FOR TRENCHES 8" MAX. WIDTH, GC MAY ELIMINATE REBAR & DOWELS AND SHALL APPLY BONDING AGENT TO EXISTING CONCRETE SURFACES PRIOR TO POURING (N) CONCRETE OVER COMPACTED FILL. Al FLOORING TRANSITION DETAIL A7 SLAB DOWELING AT TRENCH Al 0 BASE FINISH DETAIL - ,� �0 ��� � � , fir; N.T.S. NOT ALL USED AT THIS LOCATION N.T.S. WHEN REQUIRED N.T.S.�� ' I' 1 21 3 4 1 5 6 7 1 8 1 9 10 1 11' v• HI� .� 12 449 SD.EVO 2.5 CONSULTING ENGINEER z0 BASE AND F -*• N�$ . 00 I • • C in a• o .c 03 0) a • a LL too CN Z • rn • a • c COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. REGISTERED ARCHITECT DATE: 8/7.6/16 BLAIR S. LEACH STATE OF WASHINGTON 8.19.2016 SHEET: A-5 449 SD.EVO 2.5 J w 0 0 w z CONSULTING ENGINEER z 0 ct u) E ,�03 c0) tr.;1 c v Tv' — LL Y+ rA ost 88 o z rnco 1 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and/or monetary liability. 10354 REGISTERED ARCHITECT 8/7.6/16 BLAIR S. LEACH STATE OF WASHINGTON SHEET: .19.2016 1 I 2 I 3 4 5 1 6 7 1 8 1 9 10 11 1 12 EXISTING ROOF DECK VERIFY EXACT UNISTRUT P5000 HS @ 6'-0" O.C. AFFIX TO TOP EXISTING ROOF DECK. VERIFY EXACT CONDITION IN FIELD. (2) 3/8" HARDENED STEEL 'U' BOLTS @ EACH CONN. /% LIGHT TO MFR FOR INSTALLATION. �. :'�� VARIES. INSTRUCTIONS I p �'� . �.›. . ' .' REFER LIGHTING THANO TO STRUCTURE GA. TAUT 111011111111%....N%/1/°' �3. .7 .'%' l% ' . �. �.' FIXTURES R56 LBS.TUE OR SLACK %' I .�� �y „ �� �.� `.\ WEIGHING ABOVE,L BE CONNECTEDYTWO BY WIRES �.\ \� �`. LESS TWO 8 8 8 GA WIRE WIRES(2 TYP. IT �`� `�� `.� �` \�` ,� 12 GA WIRE FASTENED CEILINGWJOIST OR CONCRETE (4) WITHIN 3" OR ALL CORNERS OF LIGHT FIXTURE SUPPORT OPPOSITE F LIGHTPAINTED FIXTURE IRED)O, RED. \�.. \��`� ` �.• O \ TO FOUR FIXTURE ` \sill 4%4 T -BAR MAIN FASTENERS: AT PLYWOOD FLOOR (MIN. 3/4" CDX): PROVIDE (2) NO. 8 X 3/4" WOOD SCREWS AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. AT ()CV! PI CONCRETE FLOO PROVIDE HILTI X -DNI .145"0R: X 1" EMBED (POWDER -ACTUATED FASTENERS PER LARR# 25646) AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. AT POST -TENSIONED CONCRETE FLOOR: PROVIDE HILTI X -DNI .1450 X 3/4" EMBED (POWER -ACTUATED FASTENERS PER LARR# 25646) AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. CONDITION IN FIELD. CHORD OF TRUSS W/ UNISTRUT BEAM CLAMPS 3-5/8" X 20ga. MET. STUD AT EACH END. SECTION ATTACHED TOCORNERS UNISTRUT W/ #10 SCREWS - - —) 1= (3) _ BEAM CLAMP STEEL PLT. @ j....ter: r ,,..O1/4 rfrr7 EACH CONN. EXIST. BAR JOIST. (VERIFY CONDITION) CONT. 20 GA. TOP TRACK ATTACH TO STEEL 'L' W/ (1) HILTI EDN OR EDS SHOT PIN. (ICC #2269) 2" X 2" X 1/4" 6'-0" O.C. ATTACH CHORD OF JOISTS. (VERIFY METAL @ TO TOP EXIST. BAR CONDITION) --- �\ _ �. CHANNEL NUT EXISTING TRUSS BEYOND. /� VERIFY EXACT CONDITIONS. J_L 3 5/8" X 20 GA., METAL STUD BRACING @ 4'-0" O.C. CLIP & BEND `. �� �` \ \ `� `�\ ��\ J_L � \ �_ \ � �, - ��, (3) #10 TEK SCREWS. EA. CONN. I = AT ALL ACOUSTICAL PARTITIONS (PARTITIONS CONTAINING ACOUSTICAL INSULATION), APPLY A FILLET OF ACOUSTICAL SEALANT AT BOTTOM CORNER OF TRACK, EACH SIDE, PRIOR TO APPLICATION OF GYP. BD. I METAL STUDS (LARR# 25128), FINISH MATERIALS / (MAX: WEIGHT EQUAL LAYERS GYP. BD. PLUS APPLIED MAX. HEIGHT VARY TO (2) EACH SIDE FINISHES i 3 5!8"-x 20GA. METAL STUD ��'� FRAMING. SEE FLOOR PLAN. PENDANT -HUNG LIGHT FIXTURES AND ALL OTHER LIGHT FIXTURES AIR TERMINALS AND SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM STRUCTURAL FRAMING, MASONRY, 3/4 #6 SCREWS (4) OR MANUFACTURER SUPPLIED RESTRAINS RUNNERS G.C. SHALL VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON-SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL I G.C. SHALL VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON-SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. t �` CONTINUOUS 20GA TRACK WITH'HILTI' SHOT PIN INTO O.C. (LARR# 25646) BOTTOM DN OR DS SLAB AT 24" OR CONCRETE USING APPROVED HANGERS CROSS RUNNERS 20 GA. MIN. TRACK / I\ 01 ATTACHMENT TO STRUCTURE ABOVE G4 ATTACHMENT TO STRUCTURE ABOVE G7 LIGHTING FIXTURE SUPPORT DETAIL G10 PARTITION TO FLOOR CONNECTION N.T.S. WHEN REQUIRED N.T.S. WHEN REQUIRED N.T.S. 3" = 1'-0" FOR SEISMIC SITUATUIONS PARTITION AS SCHEDULED. REFER TO SHEET A-2. TSEALANT. CONTINUOUS i IV A O / \ \ / / � /� / / 3" X 3" X 3" ANGLE 1 1 I I I I 1 I 1 AT SINGLE BRACE -FASTEN ANGLE TO BRACE WITH (3) NO. 8 SCREWS. AT DOUBLE BRACE - FASTEN 1/2' ��'' PARTITION AS SCHEDULED. REFER TO SHEET A-2. 1/2" \ , (20 / GA. MIN.), FASTENED 4 DOUBLE BRACE TO BOTH ANGLES WITH (6) NO. 8 it (TYP.) DOUBLE DOUBLE STUDS AT JAMBS AS W I TO TRACK AND BRACE PER DETAIL AT RIGHT - SCREWS THROUGH BRACE AND BOTH ANGLES - ` . - CONTINUOUS SEALANT. (TYP.) 7._ SCHEDULED. TYP. .::..... , .. _ FOR WALLS TO 10'-0" - BRACE WITH + -I- 20 GA. MIN. TRACK % HOLLOW METAL DOOR FRAME, TIMELY PAINTED '"'Yip_ ' �� STEEL STUD JAMB ANCHOR 3 362S137-33 AT 4'-O" O.C. MAX. ALTERNATE j , PER JAMB, ( MIN.) I DIRECTION OF BRACES ALONG LENGTH (PER ES REPORT '- JIAX. TOTAL SPAN - OF WALL WHERE FOR WALLS TO POSSIBLE. 15'-0" BRACE WITH ESR -1042) ., '! \ '`. , : _�_ DOOR AS SCHEDULED I , '> . _ - • — — — --I- '' ''' � DOUBLED 362S137-33 AT 4'-0" O.C. MAX. I METAL STUDS, CUT 1/2" � 1 • • • •' • .. / _, ALTERNATE ALONG LENGTH DOUBLED STUDS SCREWS AT DIRECTION OF BRACES OF WALL. FASTEN TOGETHER WITH NO. 24" O.C. MAX. 8 •: � �.. SHORT FOR 1/- 2 DEFLECTION 2 AT SINGLE BRACE - FASTEN ANGLE TO TRACK WITH (4) NO. 8 SCREWS c.i 2 DOOR AS SCHEDULED. FINISH MATERIALS VARY (MAX. WEIGHT q GYP. BD. EACH SIDE Q N .\ AT DOUBLE BRACE - FASTEN (2) ANGLES TO TRACK WITH (4) NO. 8 SCREWS AT EACH ANGLE ,, HOLLOW METAL DOOR FRAME,>z"EQUALTo2LAYERs TIMELY, PAINTED. NOTCH WOOD WALL BASE 0 • PLUS APPLIED FINISHES) AROUND DOORJAMB IN SALES AREA. CONTINUOUS BEAD OF CAULK & PAINT FINISH, TYP. SECTION ACROSS PARTITION SECTION ACROSS BRACING O O D1 H.M. JAMB DETAIL D4 H.M. HEAD DETAIL D7 TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE FOR SEISMIC SITUATIONS 3" = 1'-0" GYP. BD. PARTITION 3" = 1'-0" GYP. BD. PARTITION 3" =11-0" WHEN REQUIRED TACTILE EXIT SIGNS: WALL MOUNTED TACTILE SIGNAGE TO BE LOCATED MAXIMUM COMPRESSION STRUT SIZES MAX HT 1/2" 0 X 22 GA. 3'-0" - o - • • I a I COMPRESSION STRUTS @12 0 O C Fro. WAY 3/8"MIN. CLEAR CROSS RUNNER OR MAIN RUNNER 11 LATCH SIDE OF 3/4" 0 X 22 GA. 4'-3" A o pN7�n \ EMT' ' wan DO Vl/ N / e o n n ,n 1 EXIT BM 'A' V P / o ,, EMIT ROUT 2M IEKIJT �LFAR OF DOOR WINGN R MOUNT @ 48 MIN. (TO 1" 0 X 20 GA. 1 1 5 -0' BOTTOM 60" MAX.(TO ) TOP) o � , o D D CORRESPONDING GRADE 2 OF 1 1/4"0 X 20 GA. 7-0'ii p - �C ��� C Q 1E COMM p - 0T RAMP NJp 4O Q�J - BRAILLE REFER TO TACTILE SIGN TO FLOOR. i . NOTES (THIS DETAIL) FOR 1 1/2" 0 X 20 GA. 8'-6" ANCHOR TO STRUCTURE ABOVE LETTERING ADDIT 0 L INFORMATION. SIGN REQUIREMENTS: RAISED 1/32" 2" 0 X 20 GA. 11'-6" 12 GA. VERTICAL HANGER ♦ — — _ t "EXIT'. 2 1/2" 0 X 18 GA. 14'-6" WIRE @ 48" O.C. 1. EACH GRADE -LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT LETTERS AND / 9" MIN. 3" 0 X 18 GA. 17'-3" 3/4" EMT. COMP. STRUT TIGHT ENCLOSURE OR AN EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT NUMBERS SHALL BE 11 ROUTE". AT LEAST 5/8"HIGH, z Ik:`t ..--• --� _ m 30X 16 GA. 1/2" 1 11 23-3(' TO STRUCT. ABOVE. TRT COMPRESSIONS U REQ D. 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BYMEANS OF A STAIRWAY OR BUT NO HIGHER 0000°00 �j PLAN r -g" RAMP IS IDENTIFIED BY A TACTILE EXIT SIGN THAT STATES "EXIT STAIR DOWN", "EXIT RAMP DOWN", "EXIT THAN 2" DRILL 5/32" HOLE FOR BOLT & LOCK NUT AFTER CEILING IS LEVELED. (4) 12 GA., 45° SPLAY AT EVERY STRUT, 12'-0" EA. DIRECTION. MAIN RUNNER 174003/0 1/8" o- WIRES • O.C. Z_ `/ Nkpmi„ �i CROSS `� III IIII @ EACH SEISMIC 12'-0" O.C. EACH 1" EMT NOTCH RUNNER. Z TEEPERMIT RESTRAINT WAY. OVER MAIN "EXIT STAIR UP" OR RAMP UP", AS APPROPRIATE. 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS SIGN BACKGROUND COLOR: REQUIRED TO HAVE A VISUAL EXIT SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT PMS262C. REFER TO SPEC ROUTE". OR LETTERS AND NUMBERS SHALL BE UPPER CASE, l , 1 4 -0 - 12 0 MAX. NOTE: 4'-0" MIN. TIE TWO ADJACENT WALL TO CEILING MAIN & CROSS RUNNERS. ADDITIONAL INFORMATION. "TO 30" MIN. 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, EXIT". 6. LETTERS ON SIGNS ARE RAISED 1/32", SANS SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. 7. RAISED CHARACTERS ARE BETWEEN 5/8" AND 2" HIGH. EXIT SIGN D E TA 8. BRAILLE DOTS ARE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. B SANS SERIF TYPE COLOR: WHITE I L 45° ♦ MIN. 12 GAUGE WIRES. [NOTE: CA AND OTHER JURISDICTIONS ONLY] 9. BRAILLE DOTS ARE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. 10. CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. 11. CHARACTERS CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND. 12. LETTERS ON SIGNS HAVE AWIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE FIN. CLG. HGT. 811 Al SUSPENDED CEILING. ZFINISH FLOOR WIDTH -TO -HEIGHT BETWEEN 1:5 AND 1:10. \ 13. SIGNS ARE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. (AT DOUBLE LEAF DOORS AND WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT.) 14. MOUNTING HEIGHT IS 60" MAX. FROM THE FINISHED FLOOR TO E TOP OF THE SIGN. 15. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN H3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OFA DOOR. REVIE HIED FOR CODE COMPLIANCE APPROVED RECEIVED CITY OF TU KiNILA1 TACTILE EXIT is SIGNAGE SIGNAGE NOTES NOV 1 62016 0 22016 (PLASTIC SIGN) IsNUV ELEVATION _ City of Tukwila BUILDING DIVISIONS CENTER Al SUSPENDED CLG DETAIL -SEISMIC C, D, E, A4 SUSPENDED CEILING BRACING - SEISMIC CDEF A7 TACTILE EXIT SIGNS N.T.S. WHEN USED N.T.S. NTS • ■ 1 2 3 4 5 6 7 8 9 10 -' 449 SD.EVO 2.5 J w 0 0 w z CONSULTING ENGINEER z 0 ct u) E ,�03 c0) tr.;1 c v Tv' — LL Y+ rA ost 88 o z rnco 1 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and/or monetary liability. 10354 REGISTERED ARCHITECT 8/7.6/16 BLAIR S. LEACH STATE OF WASHINGTON SHEET: .19.2016 1 3 4 6 7 9 12 0 w U m 0 U w 2 n a css ox 0 DIVISION 0 - CONTRACT REQUIREMENTS 007200 GENERAL CONDITIONS A. Unless otherwise agreed upon by Contractor and Owner, in part or in whole, the "General Conditions of the Contract for Construction," AIA Document A201, 1997 Edition, shall govern the Work. B. References to the "Owner" shall mean "T -Mobile." DIVISION 1 - GENERAL REQUIREMENTS 011000 SUMMARY A. This specification identifies requirements for several Projects, and may contain elements which do not apply to this particular project. Refer to the Drawings to determine whether the specified element applies to this Project. B. Comply with codes, ordinances, rules, regulation, orders and other legal requirements of public authorities which govern the performance of the work. C. Definitions: 1. Landlord: Mall Developer or Building Owner. 2. Owner: T -Mobile or owners representative (JLL), Tenant. 3. Use of Premises: Coordinate with Owner. 4. Special Work Requirements (including allowable times for Work): Coordinate with Owner. 5. Work performed by Owner under separate contracts (FOTO): Coordinate with Owner. 6. Owner Furnished Contractor Installed (FOIC) Items: Coordinate with Owner. 7. Applications for Payment: Coordinate with Owner. 8. Requests for Interpretation (RFIs): RFIs shall be submitted to the Owner's Representative who will contact the Architect on an as -needed basis. 9. "Provide" means to furnish, fabricate, deliver, install and erect, and connect, including all labor, materials, equipment, apparatus, appurtenances and expenses necessary to complete in place, ready for operation and use, under the terms of the contract documents. 10. "As shown", "as detailed", "as indicated" or words of similar import mean as indicated on the drawings. 11, "Approved equal", "or equal", "or approved equal" means as approved and accepted by the architect as defined in section 01600 of the specifications. 12. "Shall" is mandatory. 014000 - PROJECT COORDINATION A. Permits and fees: verify that subcontractors have obtained all permits required for inspections and temporary facilities. B. Interpretations of Contract Documents: Consult with Architect to obtain interpretations. Assist in resolution of questions which arise. Transmit written interpretations to concerned parties. SECTION 014500 - QUALITY CONTROL A. Standards: Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform all work to meet or exceed the requirements of all applicable codes, ordinances, laws, regulations, safety orders, and directives from authorities having jurisdiction over the work. C. Perform work with persons qualified to produce workmanship of specified quality. D. Install products in accordance with the manufacturer / recommendations. Where conflict between manufacturer / recommendations and the specified requirements is discovered, notify the architect immediately. 015000 TEMPORARY FACILITIES AND CONTROL A. All temporary facilities and controls, including the following, are to be coordinated entirely with the Owner. 1. Temporary Utilities, including electricity, lighting, heating and ventilation, water and telephone. 2. Dust control. 3. Barriers and enclosures. 4. Security. 5. Contractor designated areas, including parking and storage. 016000 PRODUCT REQUIREMENTS A. Substitutions 1. Substitutions will not be allowed unless approved by owner and/or architect. Architect will determine acceptability of proposed substitution, and will notify contractor of acceptance or rejection within a reasonable time in writing. 2. Substitutions will not be considered if they are indicated or implied on shop drawings or project data submittals without formal written request, or if acceptance will require substantial revision of contract documents. 017329 CUTTING AND PATCHING A. Repair existing surfaces and construction as necessary to make Work complete, with all components matching and consistent. B. Provide a smooth, even, and invisible transition to new construction. to and by havingauthority. C. Seal all penetrations in walls, floors and ceilings as requiredmaintain fire rating jurisdiction y Major patching procedures shall be reviewed with the Owner and the Building Owner, prior to proceeding. D. Existing Sprayed Fireproofing where occurs: Patch and repair existing sprayed fireproofing to match the fire -rating of the existing construction. Hand patch using UL -approved materials and procedures. E. Patching of Existing Concrete Slabs on Grade: In accordance with Section 030133. DIVISION 2 - EXISTING CONDITIONS 024119 SELECTIVE DEMOLITION A. Demolish in an orderly and careful manner as required to accommodate the work. Where demolition exceeds that indicated, verify such demolition with the Architect prior to proceeding. B. Protect existing structural members. Contact the Architect prior to modifying structural members beyond the extent indicated. Cease operations and notify the Architect immediately if continued demolition operations might endanger the existing structure. During demolition operations, notify the Architect of all conditions which differ substantially from those indicated, specified, or expected. C. Provide temporary shoring as required to support existing construction against movement or overload during demolition operations, until permanent supports are in place. D. Where cut edges of the existing construction will be visible in the completed work, cut in uniform straight lines. Concrete and masonry shall be saw cut or core drilled. E. Repair all demolition performed in excess of that required, at no additional cost to the Owner. F. Removal of Bonded Floor Finishes: 1 Scrape, grind and otherwise remove existing floor finish and bonding materials as necessary to receive new floor finishes. 2. Prepared surface shall present a uniform flat surface ready to receive the new floor finishes free of telegraphing and other surface irregularities. 3. Slope shall not to exceed 1/8" in 10 feet. The floor structure must have less than 1/64" per foot deflection in order to accept Tenant's floor finishes. 4. Fill excessive voids or variations greater than in the subfloor 1/8" in 10" as specified in Division 03. 5. New floor finishes shall not be installed over existing floor finish materials unless approved otherwise. DIVISION 3 - CONCRETE 030133 CONCRETE SLAB PATCHING A. Quality Assurance: Perform work in accordance with ACI 301, as applicable. B. Concrete Materials: 1. Cement: ASTM C150, normal - Type 1 Portland cement; gray color. 2. Normal Weight Fine and Coarse Aggregates: ASTM C33 3. Accelerator: ASTM C 494, Type C or E, non -corrosive, non -chloride. C. Concrete Mix: In accordance with ASTM C94, minimum 3000 psi 28 day compressive strength. D. Reinforcing: 1. Reinforcing Steel: ASTM C615, grade 40, unless indicated otherwise. 2. Chairs, Bolsters, Bar Supports, and Spacers: Sized and shaped for strength and support of reinforcement during installation and placement of concrete. 3. Fabricate as indicated and in accordance with ACI 315. 4. Dowel into existing slab at minimum 18 inches on center but in not less than 2 places along long side of concrete patch area. Epoxy -Coated Reinforcing Bars: ASTM A 775/A 775M, epoxy coated, with less than 2 percent damaged coating in each 12 -inch (300 -mm) bar length. 4.1. Epoxy Bonding Adhesive: ASTM C 881, two -component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and for bonding hardened or freshly mixed concrete to hardened concrete. 4.2. Product: HILTI HIT-HY 200. Install per ICC -ES -3013 5. Place, support, and secure reinforcement against displacement. 6. Locate reinforcing splices not indicated on the drawings at points of minimum stress. A. Placement: 1. Coordinate with other trades for installation and bedding of utilities. 2. Ensure that below grade construction is complete in the slab area to be patched. 3. Replace existing subgrade materials to match existing. Replace and make continuous vapor barriers and other similar construction disturbed or damaged during demolition or construction operations. 4. Recompact existing subgrade to 95 percent of maximum dry density as determined by ASTM D1557. 5. Patch slab with concrete having a minimum 28 -day strength of 3000 psi; maximum water/cement ratio of 0.40. Use superplasticizer admixture as necessary for workability. 6. Finish concrete to match adjacent surfaces. F. Curing: Moisture cure concrete for a minimum of 7 days, unless approved otherwise. G. Sealing and hardening concrete floors. 1. Manufacturers a. Acceptable Manufacturer: Curecrete Distribution, Inc; 1203 West Spring Creek Place, Springville, UT 84663. ASD. Tel (800) 998-5664, Fax (801) 489-3307, Email: techsupport@ashfordformula.com. www.ashfordformula.com 2. Materials a. Cure -Seal -Hardener: Ashford Formula; water-based chemically -reactive penetrating sealer and hardener, that seals by densifying concrete so that water molecules cannot pass through but air and water vapor can, while allowing concrete to achieve full compressive strength, minimizing surface crazing, and eliminating dusting. a.1. Colorless, transparent, odorless, non-toxic, non-flammable. a.2. Containing no solvents or volatile organic compounds. b. Keep surfaces wet with cure -seal hardener for minimum soak -in period of 30 minutes without allowing drying out or becoming slippery. In hot weather, slipperiness may appear before the 30 minute time period has elapsed. If that occurs, apply more cure -seal -hardener as required to keep entire surface in a non -slippery state for the first 15 minutes. For the remaining 15 minutes, mist the surface as needed with water to keep the material in a non -slippery state. After this period, when treated surface becomes slippery, lightly mist with water until slipperiness disappears. c. Wait for the surface to become slippery again and then flush entire surface with water removing all residue of cure -seal -hardener. d. Squeegee surface completely dry, flushing any remaining slippery areas until no residue remains. e. Wet vacuum or scrubbing machines may be used to remove residue, provided manufacturer's instructions are followed. 035416 HYDRAULIC CEMENT UNDERLAYMENT A. Summary: 1. Cementitious underlayments as necessary for leveling of new or existing concrete floor substrates, as necessary to meet specified tolerances. 2. Cementitious toppings as necessary for leveling new or existing slabs at locations indicated to receive concrete sealer only. 3. Ramps and tapers as necessary to align levels between dissimilar finishes. B. Environmental Requirements" 1. Maintain surface and ambient temperature of between 50 and 80 degrees F for 24 hours before, during, and 24 hours after underlayment installation. 2. Keep traffic out of area in which underlayment is being applied or cured. C. Self -Leveling Underlayment System: Self -leveling, pourable, cement based material, minimum 28 day compressive strength 2,000 psi; minimum bond strength 200 psi; one of the following as recommended by manufacturer for conditions, or approved. 1. Mapei Corporation "Ultraplan 1 Plus" or "Novoplan 2 Plus." 2. Ardex Inc. "K-15" Self -Leveling Underlayment Concrete 3. Laticrete International, Inc. "Laticrete 86 LatiLevel Thin Pour Underlayment." D. Trowelable Underlayment System: As recommended by manufacturer for conditions, or approved: 1. Mapei Corporation "Mapacem 100" or "Planitop 11". 2. Ardex Inc. "SD -P" Fast -Setting Underlayment. 3. Laticrete International, Inc. "Laticrete 220 Medium Bed Mortar mixed with "Laticrete 3701 Latex Mortar 4. Admix." E. Cementitious Toppings: For concrete surfaces at locations indicated to receive concrete sealer or not otherwise covered by flooring material; one of the following or approved: 1. Self -Leveling Types: a. Mapei Corporation "Ultratop" Self -Leveling Abrasion -Resistant Topping. b. Ardex Inc. "K-500" Self -Leveling Concrete Topping. 2. Trowelable Types: a. Mapei Corporation "Marecem 100" Fast -Setting Topping Mortar b. Ardex Inc. "CD" Self -Drying Concrete Dressing. F. Accessories: Furnish primers, patching compounds, and sand fillers as recommended by the underlayment manufacturer for the conditions of the project. G. Preparation: 1. Thoroughly mix underlayment materials for each type of product in proper proportions to achieve smooth homogeneous mix, free of lumps. 2. With the exception of areas where leveling can be accomplished by use of latex underlayment, as specified in other sections, install cementitious underlayment to concrete slabs as indicated on the Drawings, and as necessary to level slabs or bring substrates to proper elevation. 3. Inspect floor to verify that demolition is complete to the point where work may progress. 4. Survey floor as necessary to set screeds and reference points. Identify construction joints. Prepare for underlayment at all locations where floor does not meet specified tolerance requirements. 5. Ensure that subfloor is clean, dry, hard, sound, and free of oils, or other substance that would affect proper bonding and curing. 6. Verify that all areas to be leveled are at or below final design elevation. Grind down high spots as necessary to meet specified tolerance requirements. 7. Set screeds, markers, and reference blocks. Set screeds at all construction and control joints to establish weakened plane joints in underlayment. 8. Apply primer to all areas to receive underlayment and toppings; repeat application if necessary to achieve proper build. H. Installation: Refer to manufacturer instructions. DIVISION 5 - METALS 054000 COLD -FORMED METAL FRAMING A. Summary: 1. Light GA structural steel metal framingat exterior walls where indicated on the Drawings, and at soffit construction 9 9. supporting storefronts, display windows, and signage elements. 2. Structural design of cold formed metal framing systems not indicated on the Structural Drawings. B. System Description: 1. Structural Design: a. Size and arrange members to support dead and live Toads in accordance code requirements. b. Design system to resist dead and live loads from windows, display cases, awnings, and other items indicated to be supported by cold formed metal framing. c. Design system to resist 100 percent of the design load with a maximum deflection of L/720. d. Anchorages shall be designed to simultaneously resist all vertical and lateral loads, with a safety factor of 2. 2. Design system to accommodate building deflection, dynamic building movement, and temperature variations without damage to system components. 3. Configuration: a. Provide framing of depth indicated on the Drawings. b. Where stud GA is indicated on the provide s, studs of indicated or heavier GA. c. Where stud spacing is indicated on the Drawings, provide additional studs or closer spacing as necessary to meet design requirements. q d. In addition to cold formed metal framing, provide additional structural steel members as required to support the loads imposed. C. Quality Assurance: 1. Use only certified welders. 2. Calculate structural properties of framing members in accordance with the AISI "Specification for the Design of Cold Formed Steel Members". 3. Structural Design: Structural Design of the framing system shall be by a structural engineer licensed to practice in the State where the Project is located. 4. Regulatory Requirements: a. Framing system shall meet the requirements of the jurisdictional code authorities. b. Furnish all calculations, engineer's stamps, drawings, and other items required by the code authorities to obtain approval of the installation. D. Components: 1. Cold Formed Light -GA Steel Framing: ASTM A653; types as indicated on the structural drawings; G60 galvanized coating. 2. Screws: ASTM C954; self -drilling, self -tapping; pan head; galvanized or fluoropolymer coated steel. 3. Zinc Rich Touch-up Paint: "Galv-weld," "Galvican," "ZRC Cold Galvanized Compound," or approved. E. Installation: 1. Install light GA structural framing in accordance with ASTM C1007, unless indicated or specified otherwise, and as indicated on the Drawings. 2. Screw or weld each joint. Welds shall be in accordance with AWS D1.3. 3. Metal framing members shall be saw or shear cut. No torch cutting is permitted. 4. Construct corners with a minimum of 3 studs per corner. 5. Frame both sides of expansion and seismic joints. Do not bridge joints with system components or accessories. 6. Provide framing as required to form solid backing for all edges of sheathing, and trim accessories. 7. Tolerances: a. Plumbness: Plumb within 1/8 inch in 10 feet. b. Location: Located within 1/4 inch of the required location. c. Alignment: Stud and runner faces to receive finish materials shall not vary greater than 1/8 inch from the required plane, with no abrupt jogs or breaks in plane. d. Level: Level within 1/8 inch in 10 feet. 8. Erect studs in one piece full length. Splicing and wire tying of framing components shall not be used. 9. Touch-up field welds and scratched or damaged galvanizing with zinc rich paint. 10. Attach cross studs or furring channels to studs for attachment of wall mounted items. 11. Install framing between studs for attachment of electrical boxes and other mechanical and electrical items. F. Field Quality Control: 1. The cold formed metal framing design engineer or his authorized representative shall visit the site to inspect the work. Verify and certify that framing sizes and materials are as required, that connections are properly executed, and that structural integrity of materials has been maintained. DIVISION 6 - WOOD AND PLASTIC 061000 ROUGH CARPENTRY A. Dimension Lumber: 1. Lumber shall be manufactured in accordance with PS 20, and shall be stamped and graded in accordance with SPIB, WWPA, WCLIB, or NLGA grading rules. 2. Moisture Content: Kiln dried to 19% maximum moisture content, except for material whose least dimension is 4 inches thick or greater. Douglas Fir Larch,unless indicated or specified 3. Species: Southern Pine, Hem Fir, Spruce -Pine -Fir (SPF), or Doug aeci t p otherwise. 4. Architectural Lumber Grades: Unexposed non-structural wood framing and blocking indicated on the Architectural Drawings shall be graded as follows: a. Blocking and Nailers: "Utility - Light Framing," or better. B. Panel Materials: 1. Miscellaneous Sheathing: APA Rated Sheathing; CD grade; Exterior; plywood or oriented strand board, unless approved otherwise; thickness as indicated. 2. Terminal Backboards: APA AC grade exterior; fire retardant treated. C. Accessories: 1. Fasteners: a. Hot -dipped galvanized steel for exterior, high humidity locations. b. G-185 galvanized coating or stainless steel fasteners at treated wood locations. D. Wood Treatment: 1. Wood Preservative (Pressure Treatment): a. Preservative treat all wood in contact with concrete, masonry, and moist conditions. Site treat sawn ends with preservative treatment. b. Preservative treat all wood and plywood at roof construction or other wood in moist conditions. Site treat sawn ends with preservative treatment. c. For above ground use, use AWPA certified Ammonium Copper Quaternium (ACQ) or Copper Hydroxide Sodium Dimethyldithiocarbamate (CDDC) waterbome preservative with 0.25 pounds per cubic foot of wood retention. d. Treated wood shall have a maximum moisture content of 19%. e. Treated wood shall bear the quality stamp of an inspection agency approved by the jurisdictional code authorities. 2. Fire Retardant Treatment (At Types land II Construction only): a. Fire retardant treat all interior concealed lumber and plywood, and other wood as indicated or specified. Provide exterior fireproofing at rooftop blocking, naiters, curbs, sheathing, and other locations subject to wetting during construction operations. b. All fire retardant treated wood materials shall bear a UL "FR -S" label, or a label from an approved inspection agency certifying that the material meets the requirements of AWPA C-20 Type A for lumber and AWPA C-27 Type A for plywood. c. Treated lumber shall be kiln dried to a maximum moisture content of 19%; treated plywood shall be kiln dried to a maximum moisture content of 15%. d. Approved Products Interior Fireproofing: Clear finish product, Hickson Corporation "Dricon," Hoover Treated Wood Products "Pyro-guard," or Osmose Wood Preserving Co. of America, Inc. "Flame Proof LHC." E. Blocking and Nailers: 1. Wood Blocking: Install wood blocking to receive mechanical fasteners for support of electrical fixtures and equipment, cabinets, doorstop plates, wood base, wainscots, coat hooks, and all other wall and ceiling mounted components, unless specified otherwise. 2. Backing: a. Plywood backing shall be used in lieu of blocking at locations of wall -mounted standards, shelving and counters. b. Backing shall be mounted over face of studs beneath gypsum board and shall be continuous over entire plane of wall; 1/2 inch thickness. Secure backing with all edges on firm bearing. 079200 JOINT SEALANTS A. Quality Assurance: Use only skilled installers specially trained in the techniques of sealing, and familiar with the published recommendations of the manufacturers of the sealants being used. B. Sealants: 1. Type S - Neutral Cure Silicone Sealants: a. Dow Corning, 790 Silicone Building Sealant, or 795 Silicone Structural Glazing and Weatherproofing Sealant. b. Pecora, 890 Architectural Silicone Sealant. c. Tremco "Spectrem" 1 or 3. 2. Type PT: ASTM C920, Type S, Grade P, class 25; Tremco "THC 901", Sonneborn "Sonolastic SL 1", Pecora "Urexpan NR -201", or approved. 3. Type PTNS: ASTM C920, Type M, grade NS, Class 25; Pecora "Dynatred," Tremco "HPL," or approved; custom colors to match Architect's samples. 4. Type A: ASTM C834; Tremco "Acrylic Latex Caulk", Pecora "AC -20", Sonneborn "Sonolac" or approved. 5. Type SM: Mildew Resistant Silicone Sealant: USDA Approved; Dow Corning 786 by Dow Chemical, GE Sanitary Sealant or approved; clear. C. Accessory Materials: 1. Primer: Non -staining type, recommended by sealant manufacturer to suit application. 2. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. 3. Joint Filler: Closed cell polyethylene foam; round profile; thickness: 130% of joint width. 4. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. 5. Compressible Foam Sealant: Precompressed prefaced self-adhesive open cell polyurethane foam tape; "Backerseal" by Emseal Joint Systems, Ltd., or approved. D. Preparation: 1. Clean and prepare joints in accordance with manufacturer's instructions. Remove loose materials and other foreign matter which might impair adhesion of sealant. 2. Apply masking tightly around joints to protect adjacent surfaces from excess sealant. 3. Prime as required for proper bond to substrate materials. E. Installation: 1. Perform work in accordance with ASTM C1193, unless specified otherwise or recommended otherwise by the sealant manufacturer. 2. Sealant beads shall have a sectional width to depth ratio of 2 to 1, except that sealant type PT shall be installed full depth without backing. 3. Install Type PTNS sealant full depth in tile expansion joints with no backer rod. 4. Tool joints concave, unless indicated otherwise. Finish free of air pockets, foreign embedded matter, ridges, and sags. 5. Protect sealant in joints subject to dirt, moisture, and traffic during the sealant curing process. Protection shall be able to resist traffic while remaining securely in position. F. Schedule: 1. Type S: Provide at all exterior joints unless specified otherwise; standard colors as selected by Architect. 2. Type PT: Provide at all exterior horizontal joints subject to traffic and abrasion; standard colors as selected by Architect. 3. Type PTNS: Provide at alt expansion joints in tile; custom colors to match grout samples submitted by tile installer. 4. Type A: Provide at all interior joints, unless specified otherwise; standard colors to match adjacent construction. 5. Type SM: Provideat joints around countertops in Bach of House (BOH) and Restrooms. DIVISION 8 - OPENINGS 083100 ACCESSDOORS AND PANELS 00 A. Quality Assurance: 1. Where access doors are installed in construction with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, Warnock Hersey, or any other testing laboratory approved by the local code authorities to meet the requirements of the fire rated assembly. B. Acceptable Manufacturers: 1. Mitcor, Inc., Lima, OH. 2. J.L. Industries, Bloomington, MN. 3. Karp Associates, Inc., Maspeth, NY. 4. MMs s Corporation, GA. Sy temTucker, 5. Nystrom, Minneapolis, MN C. Door Types: 1. Fire Rated Metal Access Door for use at Rated Partitions: a. Flush type design. g b. 16 GA frame; minimum 20 GA steel welded pan door panel insulated with non-combustible filler c. Self closing and self latching, with interior latch release d. Fully concealed pintYPa hinges or continuous pin hinge, 175 degree opening. 9• e. Ring turn latch. 2. Non Rated Metal Wall and Ceiling Access Door for use at Back -of -House (BOH) Areas: a. Flush type design. b. 16 GA steel frame; 14 GA steel door panel. c. For installation in drywall: Integral attachment flange and drywall bead for flush installation. d. Fully concealed pin type hinges or continuous piano hinge, 175 degree opening. e. Hardware: Screw driver slot, quarter turn cam lock for interior locations; 2'-0" o.c., maximum. 3. Non Rated Concealed Drywall Access Door for use at Sales Floor areas: a. Recessed type design. b. Minimum 13 GA steel frame; minimum 16 GA steel door panel recessed to receive drywall. c. Integral attachment flange and drywall bead for flush installation. d. Fully concealed pivot rod hinge. e. Latches: Screw driver operated cam latch. 4. High -Security Wall Access Door: a. Karp Associates, Inc., "DSB-123SD Security Access Door," Nystrom "HS-GMZ" or approved. b. Size: 24 in x 24 in. c. Frames: 3/16" x 2" x 2" angle welded with joints ground smooth; applied 1/8" x 1" x 1" stop on four sides. d. Door: 10 GA steel plate. e. Hinges: Provide fully concealed hinge(s). f. Lock: prepared for interchangeable 5 -pin cylinder lock, as specified in Section 087100. g. Weatherstrip: Provide continuous seal as necessary to maintain assembly watertight when closed. h. Finish: Factory primed for field finish with manufacturer's standard rust -inhibitive powder coat, color to match adjacent construction. D. Minimum Sizes: Provide access doors in sizes indicated. When not indicated or specified otherwise, provide 12" x 12" size for hand access, and 24" x 24" size for man entry. E. Installation: 1. Provide access doors in the locations indicated, and for access to balancing and fire dampers, trap primers, valves, fans, terminal units, and other equipment requiring periodic inspection through finished walls or ceiling, whether indicated or not. 2. Coordinate access requirements with other trades. 3. Provide concealed drywall access doors unless fire rated access doors are required because of fire rated construction. 083326 OVERHEAD COILING SHUTTERS A. Installation: 1. Install frames, doors, and hardware in accordance with manufacturer's instructions. 2. Use anchorage devices to securely attach frame to structure. 3. Align frames plumb and level, free of warp or twist. Maintain dimensional tolerances, aligning with adjacent work. 4. Install aluminum flashings at head and sill. Finish to match storefront and windows. 5. Perimeter sealant is provided under Section 079200. 6. Adjust hardware installed in this section for smooth operation. 7. Protect aluminum from dissimilar materials with a coating of bituminous paint, a minimum 1 -mil thickness of zinc chromate primer, plastic separator materials, or isolation tape. Keep isolation materials unexposed to view. 087100 DOOR HARDWARE A. Codes: 1. All finish hardware shall comply with applicable local and/or state current building codes. 2. Hardware for fire -rated openings shall also be in compliance with all fire building codes applicable to the district in which the building is located. Provide only hardware which has been tested and listed by UL for the types and sizes of doors required, and which complies with the requirements of the door and doorframe labels. 3. Provide smoke seals as required at each fire -rated opening. B. Furnish 2 sets of special tools for installation and maintenance of hardware. Tools for maintenance and adjustments are to be delivered to the Owner upon completion of the work. C. In general, unless otherwise indicated, finishes shall be satin chrome US26D. D. General: Construction masterkey all locksets and cylinder items; provide 6 construction masterkeys. E. Keying: Contractor shall be responsible for final keying, as follows: 1. Consult with Owner's authorized representative and prepare detailed keying schedule accordingly. Owner's representative will coordinate keying requirements with authorized representative of Hardware Supplier. DIVISION 9 - FINISHES 090561.13 MOISTURE VAPOR EMISSION CONTROL A. General: Pre -formed moisture suppression membrane installed over concrete subfloor as a floor covering underlayment. B. References: 1. D3273 -0D- Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber 2. E-96-05 - Standard Test Methods for Water Vapor Transmission of Materials 3. F 2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes C. Submittals: 1. Manufacturer's Current Installation Instructions 2. Manufacturer's warranty registration with concrete subfloor moisture test results and building ambient air temperature and relative humidity test results. D. Coordination: Coordinate this section of work and directly related section s with concrete floor construction and repair and finish flooring work. E. Materials 1. Manufacturer: Halex Corporation; Versashield. www.halexcorp.com (800)576-1636 2. Product name: VersaShield 95 Flooring Underlayment a. Material: Free-standing, dimensionally stable, 4 -ply composite product, engineered as a moisture suppression membrane to be used on concrete floors where high moisture exists. b. Dimensions: [144 ft long by 5 ft wide] standard roll. c. Mold, Mildew & Fungal Resistance, ASTM D3273: 10 rating d. Moisture Vapor Transmission rate, ASTM E96-05: less than 0.01 g/hr/ sq m e. No substitutions permitted 3. Product name: VersaShield MBX Flooring Underlayment a. Material: Free-standing, dimensionally stable, 4 -ply composite product, engineered as a moisture suppression membrane to be used on concrete floors where high moisture exists. b. Dimensions: [144 ft long by 5 ft wide] standard roll. c. Mold, Mildew & Fungal Resistance, ASTM D3273: 10 rating d. Moisture Vapor Transmission rate, ASTM E96-05: less than 0.01 g/hr/ sq m e. No substitutions permitted 4. Accessories: VersaShield tape a. Application: Joining of moisture suppression underlayment seams b. Description: Membrane manufacturer's moisture suppression tape with pressure sensitive adhesive. F. Examination 1. Reference: Section 017000: Verify existing conditions before starting work. 2. Verify that sub -floor surfaces are smooth and flat within tolerances specified for the type of work and are ready to receive flooring. 3. Verify that sub -floor is prepared per ASTM 710. Remove coatings, including curing compounds, and other substances that are incompatible with adhesives and that contain soap, wax, oils, or silicone, without using solvents. Do no install flooring if alkalinity exceeds 9 pH. 4. Verify sub -floor moisture test results by conduct relative humidity per ASTM F2170. Do not install flooring is RH exceed 75% relative humidity. Report moisture test results to Architect prior to floor installation. a. If sub -floor test results exceed 75% relative humidity and 9 pH, provide and install moisture mitigation system, VersaShield 95 up to 95% relative humidity or VersaShield MBX up to 99% relative humidity. b. Do not install if RH within the concrete exceeds 99% G. Installation 1. Install moisture suppression membrane with smooth film side facing concrete slab. 2. Install in accordance with membrane manufacturer's current written installation instructions. 3. If any jobsite condition interferes with compliance with manufacturer's instructions, contact manufacturer and obtain written job -specific procedures. Notify architect or owner's representative as required. 4. Adhesives - Apply adhesive to mineral -coated surface of moisture suppression membrane. Use only water-based adhesives. Do not use solvent -based adhesives. 5. Protection - Protect moisture suppression membrane from damage during flooring installation. Do not tear, rip, puncture, or delaminate membrane when applying trowel -on adhesive. Repair damaged areas according to membrane manufacturer's instructions before flooring installation. Provide continuous, intact moisture suppression membrane under entire designated flooring area. 6. Install flooring according to flooring manufacturer's instructions 092200 LIGHT GAGE METAL SUPPORT FRAMING A. Summary: Interior partition, ceiling, and soffit construction, not covered by Section 054000. B. System Description: 1. Structural Design: a. Select framing systems, gages, supports, bracing, and connections as necessary to meet the structural requirements specified. b. Partition framing shall conform to the widths indicated, unless approved otherwise. Provide thicker gages and decreased stud spacing as necessary to meet the design requirements. 2. Design Loads: a. Interior Ceiling Assemblies: 5 pounds per square foot uniform live load, plus dead loads. b. Interior Partitions: 5 pounds per square foot uniform live lateral load. c. Exterior Soffits: 25 pounds per square foot uniform live load. 3. Deflection Requirements: Maximum of 1/240 the span, except maximum 1/360 at tile. C. Code Requirements: 1. Provide assemblies meeting the hourly fire ratings indicated and specified. Assemblies shall been tested in accordance with ASTM E119, and shall be approved by the local jurisdictional code authorities. 2. Coordinate installation of other materials which are a part each assembly. 3. Fire rating requirements take precedence over the construction requirements rements indicated. In the event of conflict, , notify the Architect, and do not begin construction in the area of conflict until the conflict has been resolved. 4. Provide all calculations, drawings, product data, and other verification as required by the jurisdictional code authority to obtain approval of the light gage metal framing installation. D. Materials: 1. Light Gage Metal Framing: ASTM C645; galvanized; provide "C" shaped studs, U shaped runners, hat and "Z" shaped furring channels, and other sizes and shapes as necessary. Minimum 25 gage, except furnish thicker gages as required to meet deflection requirements. 2. Cold Rolled Channels: Rust inhibitivepaint coating; sizes in accordanceC754. g, with ASTM 3. Screws: Self -tapping; low profile head. 4. Security Mesh: Amico (Alabama Metal Industries Corp) Birmingham AL (800/366-2642); ASM .50-13F, minimum 13 gage, unless approved otherwise. 5. Proprietary Ceiling Suspension System: a. Manufacturer: Armstrong (800-207-2321). b. Suspension System: Similar to System 650, or 670; ASTM C635 heavy duty classification. c. Furring Runners: Manufactured from 0.020 inch thick steel 1-3/8 inch wide with knurled face by 1-1/2 inches high; factory punched cross tee slots, hanger holes, and non -directional bayonet end tab couplings. d. Furring Tees: Manufactured from 0.020 inch thick 1-3/8 inch wide with knurled face by 1-1/2 inches high; factory punched cross tee slots and hanger holes. e. Furring Cross Channel: 0.020 inch thick steel; 1-3/8 Inch wide with knurled face by 7/8 inches high by 48 inches long with straight locking end tabs. f. Cross Tees: 0.020 inch thick steel 15/16 inch wide by 1-1/2 inches high; with staked -on dip end tab couplings, factory punched cross tee slots. g. Moldings: Manufacturer's standard. 6. Partition Head Compensating Channel (Non -Rated): Design for minimum +/-'/" deflection. Profiles as indicated; one of the following: a. 20 gage deep leg track; 2 inch legs. b. Slip Track Systems Inc. (Anaheim, CA; 714-761-1921) "SLP -TRK." 7. Other Framing Materials: Furnish in accordance with ASTM C 754. E. Partition Framing: 1. Runners: a. Secure runners with fasteners at maximum 24 inches oc. b. At concrete floors, use powder driven fasteners or drilled in concrete anchors. c. Top Runner: Use proprietary compensating channel or deep leg track at Contractor's option, as necessary to accommodate building deflection. d. Align to tolerances specified. 2. Unless indicated otherwise, install studs vertically at 16 inches O.C., and not more than 2 inches from abutting construction, at each side of openings, and at corners. 3. Fit runners under and above openings; secure intermediate studs at spacing of wall studs. 4. Brace partition framing system and make rigid. 5. Install double studs continuous from floor to ceiling track at the jamb of each door frame and cased opening. Studs shall be the same gage as the adjacent studs, but no less than 20 gage. Provide diagonal steel stud bracing to structure at each jamb at partitions which do not extend to structure. 6. Coordinate erection of stud system with requirements of door and window frames, fire extinguisher cabinets, recessed toilet accessories, access doors, and other construction within mounted partition construction. 7. Coordinate the installation of framing with the gypsum board installer to ensure support at all board edges. Provide framing immediately either side of expansion joints. 8. Stud splicing not permissible. 9. At non -load bearing full height partitions subject to compression caused by overhead structural deflection, cut studs 1/2 inch short from full height, except as otherwise indicated. Do not rigidly connect stud to top runner. 10. Stud Bridging: a. At interior partitions greater than 4 feet in length, and with rigid facing material on one stud flange only, provide 3/4" bridging channels in horizontal rows at a maximum of 5'-0" on center for the full height of the partition. b. Interior full height partitions (studs extending from the floor to the structure above) with rigid facing material stopping 3'-0" or more below top of studs - Provide one row 3/4" bridging channel horizontally at termination of gypsum board material, and one additional row for each 5'-0" of exposed studs. c. Install stud bridging channels in long lengths, wire tying and lapping the joints a minimum of 12." 11. Attach bridging channel to each stud as shown in manufacturer's printed instructions. 12. Install security mesh at all walls of the Inventory Room per section 092200. F. Ceiling and Soffit Framing: 1. Coordinate locations of hangers and supports with the work of other Sections. 2. Provide ceiling and soffit framing as indicated. Where not indicated provide, stud and runner framing, suspended framing, or proprietary suspended framing. 3. Proprietary Suspended Framing: Install in accordance with manufacturer's recommendations. 4. Stud and Runner Framing: a. Secure runners to structure above with fasteners at a maximum of 24 inches on center. Size fasteners and use reinforcements as necessary to support the dead loads applied. b. Screw fasten framing at each flange joint. c. Space studs at 16 inches on center at horizontal locations. d. Select members to meet the structural requirements specified. 5. Light gage Suspended Framing: a. Install in accordance with ASTM C754, unless indicated or specified otherwise. b. Suspend ceiling from overhead structural elements only. Do not support from any electrical, HVAC, plumbing, or sprinkler system components. c. Space carrying channels 4 feet on center with splices lapped 12 inches and tied. d. Support cold rolled carrying channels with hanger wires spaced at 3 feet on center for lath and plaster ceilings and 4 feet on center for gypsum board ceilings. Loop hanger wire around support element and tightly wrap around vertical wire 3 times; cut off neatly. e. Space furring channels 16" o.c. with splices lapped 12", minimum and tied; clip or saddle tie to runner channels with 16 -gage tie wire. f. Where overhead obstructions prevent the regular spacing of hangers, provide secondary carrying members for indirect support of the suspension system, or reinforce the nearest adjacent hangers and related framing components as required to span p q p the required distance. 6. Stabilize suspended ceiling, soffit, and fascia framing against lateral movement by means of diagonal bracing. At locations where partitions extend to ceiling, only, install supplementary bracing at maximum 8'-0" O.C. along length of partition, and above each door hinge and strike jamb. 7. Form openings in ceilings and frame openings for recessed light fixtures, air diffusers, access doors, hatches, etc. 8. Install supplementary hanger wires for support of ceiling mounted equipment. G. Backing: 1. Provide steel backing where indicated. At Contractor's option steel backing plates may be substituted for wood blocking, except wood blocking shall be used at the following locations: Handrails, guardrails, grab bars, and similar safety items. 2. Unless indicated otherwise, steel backing shall consist of minimum 4 inch wide 16 gage steel plate screwed rigidly to the studs. H. Installation Tolerances: 1. Install members to provide surface plane with maximum variation of 1/8 inch in 10 feet in any direction. 2. Locate assemblies within 1/4 inch of required locations. METAL STUD SCHEDULE REVIEWED FOR tODE COMPLIANCE APPROVED NOV 6 2016 HEIGHT 12'-0" 14'-0" 16'-0" 18'-0" INTERIOR STUD 3 5/8" 3 5/8" 3 5/8" 3 5/8" 1 5/8" HEIGHT City of Tukwila 12'-0" 14'-0" BUILDING DIVISION i8' -o" 10 FLANGE 1 5/8" 1 5/8" 1 5/8" EXTERIOR GAGE SPACING 20 24" O.C. 20 18 16" O.C. 16" O.C. 12" O.0 RECEIVED CITY OF TUKWILA NOV 02 2016 449 SD.EVO 2.5 co 00 -c z 0 V z ■ • (1) Z 0 a. U w COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and/or monetary liability. 10354 13/7.6/16 BLAIR S. LEACH STATE OF WASHINGTON STUD FLANGE GA PE IT C PROJECT 11 12 016 SHEET: NTS A-8 TDS 32 of 4759 10 12 092813 GYPSUM SHEATHING A. Materials: 1. Gypsum Sheathing: One of the following: a. G -P Gypsum Corporation "Dens -Glass Gold"; glass mat faced; ASTM C1177; 1/2 inch thick b. USG FIBEROCK Brand Sheathing with Aqua -Tough TM;'/ inch thick. 2. Screws: Galvanized; self -drilling; self -drilling, bugle head screws; minimum 1-1/4 inch Tong. B. Installation: 1. Install square edge boards parallel or perpendicular to framing. Install boards parallel to framing at fire rated walls. Apply sheathing with joints staggered. All edges shall be firmly supported. 2. Install sheathing with coating towards exterior. 3. Screw to framing. Space fasteners 8 inches o.c. in field and 4 inches O.C. at ends along each framing member. 4. 4. Do not bridge expansion or seismic joints. 092900 GYPSUM BOARD A. Quality Control: 1. Provide assemblies meeting the hourly fire ratings indicated. Assemblies shall be approved by the local jurisdictional code authorities. B. Materials: 1. Synthetic Gypsum Board: a. Manufacturers: National Gypsum Co. "Gold Bond Brand"; USG Corporation, "Sheetrock Brand"; Temple-Inland Gypsum, "Synthetic Gypsum." b. 5/8 inch thick unless noted otherwise; provide type X in fire rated partitions. c. Standard Board: ASTM C36. 2. Accessories; a. Trim: Concealed flange screw -on type; metal; GA 216. b. Joint Compound, Tape, and Finishing Compound: ASTM C475 and GA 216. c. Screws: ASTM C1002. d. Proprietary Skim Coat: USG "Tuff -Hide Sheetrock Brand Primer -Surfacer." C. Installation: 1. Installation Standard: Unless specified otherwise, perform work in accordance with Gypsum Association 216, "Recommended Specifications for the Application and Finishing of Gypsum Wallboard." 2. Install water resistant board restroom walls as a substrate for surfaces 3. Screw fasten board to framing, unless approved otherwise. 4. Trim: a. Use longest practical lengths, with no piece Tess than 2 feet long for continuous runs greater than 8 feet. Securely fasten and align trim ends at joints. b. Place concealed flange corner beads at all external corners. At angles other than 90 degrees, bend the flange to conform to the angle. c. Place concealed flange type L trim where gypsum board abuts dissimilar materials. d. Use J trim at exposed gypsum board edges (including light coves) where sealant joint is indicated. 5 Control Joints: a. Position control joints to intersect light fixtures, air diffusers, door openings, and other areas of stress concentration. b. Position control joints at locations where expansion or control joints occur in the building structure. c. Locate control joints to form rectangular or square sections, in "L," "U," "T," or other irregularly shaped areas. 6. Finishing: a. Provide finishing in accordance with GA 214. b. Where necessaryto sand, do so without damaging the face of the gypsum board. 093105 CERAMIC TILE. A. Products 1. Manufacturers: As shown on finish material schedule. 2. ANSI Ceramic Tile Standard: Provide tile that complies with Standard Graderequirements of ANSI A137.1, "Specifications for Ceramic Tile," for types, compositions, and other characteristics indicated. 3. Setting Materials: As follows: a. Latex -Portland Cement Mortar: ANSI A118.4, composed as follows: a.1. Prepackaged Dry -Mortar Mix: Factory -prepared mixture of portland cement; dry, redispersible, ethylene vinyl acetate additive; and other ingredients to which only water needs to be added at Project site. a.2. Mixture of Dry -Mortar Mix and Latex Additive: Mixture of prepackaged drymortar mix and liquid -latex additive complying with the following requirements: a.2.1. Latex Additive: Styrene butadiene rubber. a.2.2. Latex Additive: Acrylic resin. b. Chemical -Resistant, Water -Cleanable, Ceramic Tile -Setting and -Grouting Epoxy: ANSI A118.3. c. Provide product capable of resisting continuous and intermittent exposure to temperatures of up to 140 deg F (60 deg C) and 212 deg F (100 deg C), respectively, as certified by mortar manufacturer for intended use. d. Water -Cleanable, Tile -Setting Epoxy Adhesive: ANSI A118.3. e. Grout for Exterior: Laticrete 4237 Latex thin set mortar additive with 211 crete filler powder or Laticrete 3701 Latex admixture with Laticrete floor and wall thin set. Provide Laticrete 9235 waterproof membrane per mfr. recommendations. 4. Grouting Materials: As follows: 4.1. Latex -Portland Cement Grout: ANSI A118.6 for materials described in Section H-2.4, composed as follows: _ 4.2. Mixture of Dry -Grout Mix and Latex Additive: Mixture of factoryprepared, dry -grout mix and latex additive complying with the following requirements: 4.3. Unsanded Dry -Grout Mix: Dry -set grout complying with ANSI A118.6 for materials described in Section H-2.3, for joints 1/8 inch (3.2 mm) and narrower. 4.4. Sanded Dry -Grout Mix: Commercial portland cement grout complying with ANSI A118.6 for materials described in Section H-2.1, for joints 1/8 inch (3.2 mm) and wider. 4.4.1. Latex Additive: Styrene butadiene rubber. 5. Chemical -Resistant Epoxy Grout: ANSI A118.3, color as indicated. 5.1. Provide product capable of resisting continuous and intermittent exposure to temperatures of up to 140 deg F (60 deg C) and 212 deg F (100 deg C), respectively, as certified by mortar manufacturer for intended use. 6. Elastomeric Sealants: Provide manufacturer's standard chemically curing, elastomeric sealants of base polymer and characteristics indicated that comply with applicable requirements of Division 7 Section "Joint Sealants." 6.1. One -Part, Mildew -Resistant Silicone Sealant: ASTM C 920; Type S; Grade NS; Class 25; Uses NT, G, A, and, as applicable to nonporous joint substrates indicated, 0; formulated with fungicide. 7. Cementitious Backer Units: Provide products complying with ANSI A118.9, of thickness and width indicated, and in maximum lengths available to minimize end-to-end butt1oini . 8. Miscellaneous Materials: As follows: 8.1. Trowelable Underlayments and Patching Compounds: Latex -modified, Portland -cement -based formulation provided or approved by manufacturer of tile -setting materials for installations indicated. 8.2. Metal Edge Strips: White -zinc -alloy terrazzo strips, 1/8 inch (3.2 mm) wide at top edge with integral provision for anchorage to mortar bed or substrate, unless otherwise indicated. 9. Waterproof membrane installation: (coordinate with landlord requirements) 10. Install waterproof membranes in strict accordance with manufacturer's installation instructions. B. Preparation: clean substrate surfaces free of grease, dirt, dust, organic impurities, curing agents, and other materials that would impair bond. Clean floors with "blast -track" unit if necessary. 1. Slab leveling: (coordinate with landlord requirements) 2. Prior to installation of Thinset floor tile, where local irregularities in the substrate surface would prevent level installation of the tile, the substrate shall be brought to plane surface with variations not to exceed 1/8 inch in 4 feet (cumulative) and 1/4 inch in 10 feet (non -cumulative). Smooth all abrupt changes in plane. 3. Use Thinset mortar or other filler for slab leveling. Other fillers are subject to endorsement by the setting mortar manufacturer. 4. Screed or float to appropriate thickness and specified surface tolerance. Allow to set prior to proceeding with installation. Do not exceed the maximum thicknesses for thin bed mortar as recommended by the manufacturer. C. Execution 1. Provide concrete substrates for tile floors installed with dryset or latex -Portland cement mortars that comply with flatness tolerances specified in referenced ANSI A108 series of tile installation standards for installations indicated. 1.1. Use trowelable leveling and patching compounds per tile -setting material manufacturer's written instructions to fill cracks, holes, and depressions. 1.2. Remove protrusions, bumps, and ridges by sanding or grinding. 2. Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, verify that tile has been blended in the factory and packaged so tile units taken from one package show the same range in colors as those taken from other packages and match approved Samples. 3. ANSI Tile Installation Standards: Comply with parts of ANSI A108 series of tile installation standards in "Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated or required. 4. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods indicated or required. 5. Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. 6. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile. 7. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints where adjoining tiles on floor, base, walls, and trim are the same size. Lay out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise indicated. 8. Expansion Joints: Locate expansion joints and other sealant -filled joints, including control, contraction, and isolation joints, where indicated during installation of setting materials, mortar beds, and tile. Do not saw -cut joints after installing tiles. 9. Locate joints in tile surfaces directly above joints in concrete substrates. 10. Prepare joints and apply sealants to comply with requirements of Division 7 Section "Joint Sealants." 11. Grout tile to comply with the requirements of the following tile installation standards: 12. For ceramic tile grouts (sand -Portland cement, dry -set, commercial Portland cement, and latex -Portland cement grouts), comply with ANSI A108.10. 13. Floor Tile Installation: Install tile to comply with requirements indicated, including those referencing TCA installation methods and ANSI A108 series of tile installation standards. 14. Joint Widths: Install tile on floors with the following joint widths: 15. Paver Tile: 1/4 inch (6.35 mm). 16. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying with applicable special requirements for back buttering of tile in referenced ANSI A108 series of tile installation standards. 17. Metal Edge Strips: Install at locations indicated or where exposed edge of tile flooring meets carpet, wood, or other flooring that finishes flush with top of tile. 18. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying with applicable special requirements for back buttering of tile in referenced ANSI A108 series of tile installation standards. 19. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. Use cleaning materials and methods that comply with tile and grout manufacturers' written instructions. 096403 WOOD FLOORING A. General 1. Related Documents 2. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 3. Quality Assurance 3.1. Installer Qualifications: Installation shall be performed by a firm experienced in the application of systems similar in complexity to those required for this Project. Additionally, installers shall be in possession of the manufacturer's installation manual and adhere to the instructions. 3.2. Hardwood Flooring: Comply with NOFMA grading rules for species, grade, and cut. Certification: Provide flooring that carries NOFMA grade stamp on each bundle or piece. 4. Project Conditions 4.1. Conditioning: Maintain relative humidity planned for building occupants and an ambient temperature between 65 and 75 deg F (18 and 24 deg C) in spaces to receive wood flooring for at least seven days before installation, during installation, and for at least seven days after installation. After post -installation period, maintain relative humidity and ambient temperature planned for building occupants. 4.2. Move wood flooring into spaces where it will be installed, at least seven days before installation. 4.3. Do not install flooring until it adjusts to the relative humidity of and is at the same temperature as the space where it is to be installed. 4.4. Install factory -finished wood flooring after other finishing operations, including painting, have been completed. B. Products 1. Engineered -Wood Strip or Plank Flooring Products: As indicated on the finish material schedule. No substitutions. 2. Accessory Materials 2.1. Fasteners: Not used in Floating Floor System 2.2. Vapor Retarder: VersaShield Flooring Underlayment with VersasShield Seam Tape installed per manufacturer instructions. 2.3. Cork Expansion Strip: Composition cork strip complying with FS HH -C-576, Type I -B, Class 2. 2.4. Wood Trim: In same species and grade as wood flooring, unless otherwise indicated. 2.5. Wood Base: As noted in finish schedule. 2.6. Base Shoe Molding: 1/2 by 3/4 inch (13 by 19 mm). 2.7. Threshold: Tapered on each side and routed at bottom of one side to accommodate wood flooring. 2.8. Reducer Strip: As shown in drawings. C. Preparation: 1. Concrete Slabs: Grind high spots and fill low spots to produce a maximum 1/8 -inch (3 -mm) deviation in any direction when checked with a 10 -foot (3-m) straight edge. 2. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, and depressions in substrates. 3. Remove coatings, including curing compounds, and other substances on substrates that are incompatible with installation adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. 4. Broom or vacuum clean substrates to be covered immediately before product installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Proceed with installation only after unsatisfactory conditions have been corrected. D. Execution 1. Installation a. Comply with flooring manufacturer's written installation instructions, but not less than recommendations in NOFMA's "Installing Hardwood Flooring." b. Concrete Substrates: Verify that slabs are dry according to test methods recommended by flooring manufacturer or, if none, by test methods in NOFMA's "Installing Hardwood Flooring." c. Where wood flooring is adhesively attached to concrete slabs, verify that slabs are free of curing compounds, sealers, hardeners, and other materials that may interfere with adhesive bond. d. Provide expansion space at walls and other obstructions and terminations of flooring of not less than directed by manufacturer. e. Engineered -Wood Flooring: Set in adhesive per manufacturer's instructions. f. Wood Trim: Nail nailshoe l baseboardto walland s a mo ' Iding or other trim to baseboard; do not nail to flooring. g. Provide expansion space at walls and other obstructions and terminations of flooring A. Cleaning and Protection 1. Cover wood flooring before and after finishing during remainder of construction period. Use heavy kraft -paper or other suitable covering. Do not use plastic sheet or film that could cause condensation. 2. Clean and buff per manufacture's recommendation immediately prior to building occupancy. 095300 ACOUSTICAL PANEL CEILINGS A. References: 1. American society for testing and materials (ASTM): a. C635 - Metal suspension systems for acoustic tile and lay -in panel ceilings. b. C636 -Recommended practice for the installation of metal ceiling suspension systems for acoustic tile and lay -in panels. B. Quality Assurance: 1. Codes: Conform to the requirements of the AHJ, seismic zone as indicated on the Drawings, CISCA, and the requirements of the jurisdictional code authorities. C. Products: 1. Acoustical Panels: As indicated on the Drawings. 2. Suspension System: Exposed T System: ASTM C635, heavy duty classification; direct hung; exposed "T' design; factory baked on finish to match acoustical panels. Furnish stabilizer bars, splices, edge and wall moldings, and other items as necessary to complete suspended ceiling grid system. D. Installation: 1. Install after major above -ceiling work is complete. 2. Install system in accordance with ASTM C636, IBC 1621.2.5 and CISCA, the manufacturer's instructions, and as supplemented in this Section. 3. Install grid to produce finished ceiling true to lines and levels indicated, within the specified tolerances. 4. Install suspension systems in a manner to support all superimposed loads, with maximum permissible deflection of 1/270 of span. At locations where partitions extend to ceiling, only, install supplementary diagonal bracing to structure at maximum 8'-0" o.c. along length of partition, and above each door hinge and strike jamb 5. Hang system independent of walls, columns, ducts, pipes and conduit. Where ducts or other equipment prevent the regular spacing of hangers, provide secondary carrying members for indirect support of the suspension system, or reinforce the nearest adjacent hangers and related carrying channels as required to span the required distance. 6. Center system on room axis according to reflected ceiling plans. 7. Anchorage: a. Provide all anchors required for the installation of the ceiling system unless otherwise noted. b. Do not fasten to the upper flutes of metal decking. Do not use fasteners in steel deck which penetrate more than 1 inch. c. Verify location of all conduit in poured concrete construction before making attachments. 8. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with other interruptions. Fabricate edge moldings to fit the surfaces encountered. 9. Form expansion joints as detailed. Maintain visual closure. 10. Fit acoustic lay -in panels in place, free from damaged edges or other defects detrimental to appearance and function. Fit border units neatly against abutting surfaces. Scribe and mill recessed regular edge into partial border units supported at edge by wall molding. 11. Adjust sags or twists which develop in the ceiling system and replace parts which are damaged or defective. 12. Install hold-down clips to retain panels tight to grid system within 20 ft of an exterior door. 13. Tolerances: 14. Variation from Flat and Level Surface: 1/8 inch in 12 ft. 15. Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degrees maximum. E. Performance 1. Seismic Performance: Acoustical ceiling shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. 2. Surface -Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 3. Flame -Spread Index: Comply with ASTM E 1264 for Class A materials. 4. Smoke -Developed Index: [50] [450] or less. 5. Fire -Resistance Ratings: Comply with ASTM E 119; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 6. Seismic Struts: Manufacturer's standard compression struts designed to accommodate lateral forces. 7. Seismic Clips: Manufacturer's standard seismic clips designed and spaced to secure acoustical tiles in-place. 096500 RESILIENT FLOORING A. Summary: 1. Resilient sheet flooring. 2. Resilient base. B. Submittals: 1. Submit product literature for each product proposed, including base, resilient flooring, transition strips, and adhesives. 2. Submittals: Submit samples of each type of resilient flooring, and each type of rubber base for color selection by the Interior Designer. C. Materials:: As indicated on the Drawings a. Subfloor Filler: Portland cement based latex filler, mixed with water to produce a self leveling underlayment, or cementitious paste, as appropriate to project requirements. b. Adhesives: Types recommended by resilient flooring and base manufacturers for specific application. c. Transition Strips: Vinyl; products as indicated; color as selected by the Architect from manufacturer's standard. d. All other materials not specifically described, but required for a complete and proper installation of resilient flooring, shall be only as recommended by the manufacturer of the material to which it is applied and shall be subject to the approval of the Architect. D. General Resilient Flooring Installation Requirements: 1. Install subfloor filler to fill low spots, cracks, construction joints, holes and other defects, and as required to adjust level to meet adjacent finishes. Feather to maximum slope of 1/8 inch in 3 feet; float to smooth, flat, hard surface. Prohibit traffic over filler. 2. Install all resilient flooring where scheduled in accordance with the manufacturer's recommendations. 3. Unless indicated otherwise, install resilient flooring with joints and seams as indicated on the Drawings. 4. Terminate resilient flooring at centerline of door at door openings where adjacent floor finish is dissimilar, and where no threshold is indicated. 5: Install edge strips at unprotected or exposed edges where flooring terminates. 6. Scribe flooring to walls, columns, cabinets, floor outlets and other appurtenances to produce tight joints. 7. Clean substrate. Spread cement evenly in quantity recommended by manufacturer to ensure adhesion over entire area of installation. Spread only enough adhesive to permit installation of flooring before initial set. 8. Set flooring in place, press with heavy roller to ensure full adhesion. 9. Seal joint between flooring and adjacent materials at restrooms, bathrooms, kitchens, and other moist areas with clear silicone sealant. E. Special Requirements for Sheet Flooring: 1. Install sheet flooring to a minimum 1/3 full material width, with length of sheet parallel to length of room. Where cutting is required, double cut and weld as specified. Trim in accordance with manufacturer's instructions. 2. Seams in accordance with the manufacturer's printed instructions. 3. Unless indicated otherwise, lay flooring with seams parallel to building lines to produce minimum number of seams. 4. Special Flashed Coved Base Requirements: a. Provide cove fillet at intersection of floor and wall to ease transition. b. Miter cut, fit, and heat weld all seams, joints, penetrations, and transitions. Extend flooring to elevation above finished floor level as indicated. c. Cut top exposed edge straight and level. d. Cap top edge with cap trim. Miter all trim corner joints. Install trim in maximum practical lengths with no piece shorter than 18 inches for continuous runs longer than 18 inches. F. Rubber Base Installation: 1. Adhesively install resilient base tightly to wall and floor surfaces in accordance with the manufacturer's recommendations. 2. Fit joints tight, vertical, and in accurate alignment. Install base in maximum lengths, with minimum number of joints in each run. No section may be shorter than 48 inches, except as required by wall conditions. 3. Install base to walls, columns, and casework toe kicks in all areas where resilient base is scheduled. 4. Miter or cope inside corners for accurate fit. Scribe and fit to door frames and other obstructions. 5. Outside Corners: a. Score back of base material with grooving tool and accurately align to corner. b. Firmly adhere to wall at both sides of corner, with no visible gaps at top of base. c. Stretch toe of coved base for smooth transition around corner, with toe in uniform contact with the finish flooring. 6. Remove excess adhesive from surfaces without damage. 096813 CARPETING A. Quality Assurance: Carpet Installer shall have minimum of 3 years experience in carpet installations of similar size and scope. B. Warranty: Furnish manufacturer's standard 5 -year warranty against wear and deterioration. C. Materials: As scheduled on the Drawings. 1. Accessories: a. Carpet Grippers: Roberts Architectural "22-333", or approved. b. Pad Tape: Non -paper tape recommended by pad manufacturer. c. Edge Strips: Reducer strips; size and configuration as appropriate for conditions; color as selected by Architect from manufacturer's standard line. d. Walk -Off Mat Screed: Schluter; aluminum; profile as indicated on the Drawings, and to suit job conditions. e. Adhesives: Type as recommended by carpet, mat or screed manufacturer for intended use. Use waterproof adhesive at Walk -Off Mat. f. Latex Underlayment: White premix latex filler. g. Backing: As indicated on the Drawings. D. Preparation: 1. Clean floors of dust, dirt, solvents, oil, grease, paint, plaster, and other substances which would be detrimental to the proper performance of adhesive and carpet. 2. Fill low spots and cracks over 1/8 inch in width with latex underlayment. E. Installation: 1. Install carpets in strict accordance with the manufacturer's recommendations. 2. Cut carpet, where required in a manner to allow proper seam and pattern match. Ensure cuts are straight and true and unfrayed. 3. Seaming shall be by hand sewing or with hot melt tape methods. 4. Install edging strips where carpet terminates at other floor coverings. Use full length pieces only. Butt tight to vertical surfaces. Where splicing cannot be avoided, butt ends tight, flush, and accurately aligned. F. Cleanup: 1. Remove threads with sharp scissors. Remove spots with manufacturer's recommended spot remover. 2. Thoroughly power vacuum entire surface using equipment with motor driven brushes. 097733 REINFORCED PLASTIC PANEL WALL COVERINGS A. Summary: Fiberglass reinforced polyester panel (FRP) wall covering. B. Submittals: Product data, including adhesives and sealants. C. Panel System Components: 1. Panel Material:Marlite (as noted in drawings). a. Panel Type: As scheduled in the Finish Legend. b. Thickness: 3/32 inch. c. Size: 48 inches x length required for conditions indicated. d. Fire Rating: Maximum 25/450 flame spread / smoke developed in accordance with ASTM E84. 2. Moldings: Manufacturer's standard PVC cap, corner, and division moldings; color to match panels. Omit bottom trim where panel abuts flash coved base. 3. Panel andI i Installation Mo d ng ns Adhesive:As recommended by the FRP panel manufacturer. 4. Sealant: Flexible waterproof silicone sealant for bedding panel edges; white color. D. Installation 1. Cutting and Fitting a. Cut panels accurately to size with proper allowance for expansion and moldings. b. Sand or file all edges smooth without chipping. c. Cut openings for penetrations in accurate location with approximate 1/8 -inch clearance around penetrations. 2. Establish centerline of each distinct flat area to be covered. Trim division moldings to mate with base moldings; install in solid bed of adhesive, either on centerline, or offset 24 inches from center, as necessary to maximize panel widths at comers. Molding shall be installed straight and plumb. 3. Cut top cap and division or corner moldings to shape, with edges trimmed to fit to adjacent moldings. 4. Apply sealant into installed moldings in sequence with panel installation. 5. Apply adhesive to backs of panels in accordance with the manufacturer's recommendations. 6. Maintain lines and levels of panel edges and moldings. 7. Install panels tight to flash -coved base trim. 8. Allow 1/8 -inch gap between top cap, corner, or division molding posts, and panel edge; all edges shall be firmly bedded to the moldings in sealant. 9. Promptly remove sealant squeeze out with a damp cloth, as work progresses; remove adhesive with appropriate solvent. 10. Install sealant behind flanges and at penetrations through paneling, and between top cap of panel and substrate. 11. Cleaning: Remove excess adhesive from face of laminate using solvent recommended b manufacturer. 099000 PAINTING AND COATING A. Summary: Site applied paint coatings, except as otherwise noted. B. Quality Assurance: 1. Applicator: Company specializing in commercial painting and finishing with a minimum of three years documented experience. 2. Visual Standards: Each distinct area of the finished work shall be free of variations in color and sheen, orange peel, runs, sags, blistering, checking, cracking, scratches, dust, dirt, bugs, and other contaminants. C. Site Conditions: 1. Temperature: a. Do no pain'ng work when surface and air temperatures are below 40 degrees F or below those temperatures recommended by the manufacturer for the material type used. b. Minimum temperatures for latex finishes: 45 degrees F for interior work and 50 degrees F. for exterior work, unless approved otherwise. 2. Lighting: Maintain a lighting level of minimum 50 foot-candles on the surfaces to be painted or finished. 3. Ventilation: Provide adequate continuous ventilation. D. Maintenance: 1. Furnish overage of paint materials equal to 10 percent minimum of quantity of each paint and transparent finish system component, color and sheen required for the work, but furnish not more than five full one gallon cans, nor less than two full one quart cans, of each type. Overruns in excess of five gallons may be furnished to the Owner at the Contractor's option. Overage shall be taken from the batch mix furnished for the work. Overage shall be furnished in completely filled, properly labeled, sealed cans. E. Materials: 1. General Requirements: Paints not specifically listed shall be "first quality" commercial products from one of the following: a. Benjamin Moore Paint Company. b. Pittsburgh Paints. (Available nationally) c. The Sherwin-Williams Company. 2. Acrylic Wall Size: One of the following: a. ICI Devoe' Wonderprime" DR51701 vapor barrier primer/sealer. b. ICI Dulux "Ultra -Hide" 1060 vapor barrier primer/sealer. c. Sherwin-Williams "Harmony Primer 0 VOC" B11 W900 . d. Benjamin Moore Paint Company "Moore's Wall -Grip 203." e. Parker Paint Mfg. Co., Inc. "Perm Gard" Interior Latex Vapor Barrier. f. Zinsser Co, Inc. (Somerset NJ; (732) 469-8100) "Shieldz Universal Pre -Wall Covering Primer"; acrylic primer/sealer F. Surface Preparation: 1. Prepare surfaces by removing all dirt, dust, grease, oil, moisture, and other contaminants which will impair the proper adhesion of the finish. 2. Ferrous Metal Shop Primed under other Sections: Clean previously primed surfaces with non -petroleum based solvent to remove oil and grease. Remove loose rust, blistered and peeling paint to bare metal by scraping, sanding, and wire brushing in accordance with SSPC-SP2 and SSPC-SP3. immediately apply touch up prime damaged or abraded surfaces. Lightly sand all shop prime painted surfaces to receive paint finish. 3. Galvanized Ferrous Metal: Clean with non -petroleum based in accordance with SSPC-SP1; abrade surface with 3M "Scotchbrite Heavy Duty" (brown) pad, as necessary to achieve sufficient profile for paint adhesion. 4. Unprimed Ferrous Metal: a. Solvent clean in accordance with SSPC SP -1. b. Commercial blast per SSPC SP6. 5. Wood - Opaque paint finish: a. Spot coat knots, pitch streaks, and sappy sections with sealer. b. Fill all nail holes and cracks. Sand filler smooth and level with wood surface. 6. Concrete and Concrete Masonry Units: Remove all contaminants by washing and wire brushing. Sandblast if necessary. 7. Gypsum Plaster and Wall Board: Remove all light dust and dirt. 8. Existing Finished Surfaces To Be Repainted: a. Remove loose, blistered, scaled, or crazed finishes to bare substrate; feather new work into existing work. Prepare surfaces to the nearest break line if necessary to blend new finishes with old finishes. b. Wash and rinse surfaces with trisodium phosphate and water or other solution required to remove remaining film, wax, oil, grease, smoke or foreign matter which will impair bond, or cause bleed through, of newly applied finishes. c. Lightly sand, or apply a liquid deglosser on existing semi -gloss and high -gloss finishes before refinishing. G. Special Application Requirements: 1. Unless specified or indicated otherwise, follow paint manufacturer's label directions for general application procedures and coverage rates. 2. Do not apply finishes on surfaces that are not sufficiently dry. Make sure each coat of finish is dry and hard before a following coat is applied unless the manufacturer's directions state otherwise. 3. Tint filler to match stain when clear finishes are specified; work filler well into grain and, before it has set, working perpendicularly to the grain, wipe the excess from the surface. 4. Opaque Finishes: a. Apply number of coats scheduled for each application, except that additional finish coats shall be applied as necessary for complete hiding of substrate colors. b. Apply primer coats un -tinted. Where more than one coat of paint is required, tint each succeeding coat up to the final coat similar in tint, but slightly lighter in value (shade). c. Sand lightly between coats if necessary to achieve required finish; sand between all coats applied to wood substrates. 5. Rollers for application and backrolling of latex paints shall have a nap of 3/8 inch or less. 6. Where roller texture is scheduled for application to gypsum board surfaces, finish coats may be roller applied, or spray applied and backrolled at Contractor's option. 7. Factory Primed Surfaces: Apply scheduled finish system, less primer coat, except as necessary to for patching damage to factory prime coating. 8. Except where scheduled or indicated otherwise, the intent is to paint all new rooms and areas. 9. Existing areas which have not been remodeled or do not have patched surfaces are not to be repainted. Where existing surfaces have been remodeled or patched the entire room is to be repainted, including the associated access panels, electrical panels, hollow metal doors and frames (both sides), and similar elements within the room. H. Interior Systems: 1. Gypsum Board - Latex System: a. System: Three coats first coat latex primer sealer (un -tinted), second and third coat latex paint. b. Sheen: Roller texture, satin sheen, except provide flat sheen at light coves, ceilings, skylight areas, clerestory areas, interior fascias, and other light sensitive surfaces. Verify locations of each sheen with Architect before proceeding with work. c. Application: c.1. Use on all exposed gypsum board surfaces, including the exposed portions of wall surfaces between adjacent wall -mounted fixtures. c.2. Provide prime coat only behind permanently mounted mechanically wall mounted fixtures. c.3. Do not apply primer or paint coatings to surfaces to receive adhesively mounted mirrors or tile. 2. Gypsum Board - Surfaces to Receive Wall covering: Apply one coat of acrylic wall size. I. Color Schedule: Provide paint colors to match those indicated on the drawings. Where a paint color is listed from a specific manufacturer, paint products from other approved manufacturers may be used, provided the color exactly matches the specified color, and the paint system meets the specified requirements. Where no paint color is indicated, provide color and sheen as selected by the Architect. 1. Install sealant behind flanges and at penetrations through paneling, and between top cap of panel and substrate. 2. Cleaning: Remove excess adhesive from face of laminate using solvent recommended by manufacturer. DIVISION 10 - SPECIALTIES 101402 REST ROOM SIGNAGE A. Summary: 1. Code -required interior signage. 2. Installation of signage. B. System Description: 1. Accessibility Signage: Provide acrylic plastic reverse silk screened signs with international symbol of accessibility, raised letters, and Braille, at accessible toilet facilities; one for each sex. C. Quality Assurance: 1. Regulatory Requirements: Signage shall conform to the requirements of the jurisdictional code authorities. D. Materials: 1. Plastic Sheet: 1/8 inch thick acrylic sheet; low gloss finish. 2. Double Stick Tape: 3M "Scotch brand #665" double -stick, double -coated tape, 114" wide. 104416 FIRE EXTINGUISHERS AND CABINETS A. Submittals: Product literature, including extinguisher dimensions. B. Extinguishers: Multi -Purpose Dry Chemical Type: Heavy Duty DOT Steel tank; UL rating 2A-10B;C, 5 Ib capacity, FM approved; red enamel finish; pressure gage; metal valves and siphon tubes. C. Fire Extinguisher Cabinets: 1. TypePotter-Roemer, of the following): ( Potter Roemer, Inc. or #7023 -DV -VB -RR -FRC at rated construction, Larsen's Manufacturing Company #2409-R3 or #FS -2409-R3 at rated construction, J.L Industries #1817V17 or #1817V17 FiRE-FX at rated construction. 2. Style: Semi -recessed (approximately 2-1/2" projection; rolled edge); steel frame and door with contemporary 2 inch wide double strength glass insert. 3. Finish: Manufacturer's standard baked white enamel interior; furnish to Section 099000 for field painting. 4. Lettering: Black lettering in vertical format. D. Fire Extinguisher Brackets: Manufacturer's standard J -type. Provide at fire extinguisher locations where no cabinet is indicated. E. Installation: 1. Install brackets 48 inches from finished floor to top of bracket. 2. Secure rigidly in place in accordance with manufacturer's instructions. 3. Install cabinets plumb and level in wall openings in locations as indicated. Unless otherwise indicated, install 30 inches from finished floor to inside bottom of cabinet. 4. When recessed cabinets are installed in fire rated walls, maintain fire resistance rating continuously behind the cabinet. 5. install in locations as indicated on the drawings. DIVISION 12 - FURNISHINGS 0124813 -ENTRANCE FLOOR MATS AND FRAMES A. Related Documents 1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Products 1. Regulatory Requirements: Comply with applicable provisions in [the U.S. Architectural & Transportation Barriers Compliance Board's ADA -ABA Accessibility Guidelines for Buildings and Facilities] and [ICC A117.1] 2. Resilient Entrance Mat: Retain "Manufacturers" Paragraph and list of manufacturers below to require products from manufacturers listed or a comparable product from other manufacturers. 3. Manufacturers: 3.1. Legacy Nop by Mats Inc., PO Box 839, 37 Shuman Avenue, Stoughton, MA, 02072; telephone 800 -MATS -INC (800-628-7462) or 781-344-1536; fax 781-344-1537; www.matsinc.com. 3.2. For Vestibules or where lower profile is required: Supreme Nop by Mats Inc. C. Execution 1. Examine substrates and conditions where floor mats will be installed. Do not proceed with installation until unsatisfactory conditions are corrected. Sub floor shall be clean and dry, and within acceptable tolerances. 2. Installation 2.1. Install recessed mat frames to comply with manufacturer's written instructions. Set mat tops at height recommended by manufacturer for most effective cleaning action; coordinate tops of mat surfaces with bottoms of doors that swing across mats to provide clearance between door and mat. 2.2. Install necessary shims, spacers, and anchorages for proper location, and secure attachment of frames. 3. Install grout and fill around frames and, if required to set mat tops at proper elevations, in recesses under mats. Finish grout and fill smooth and level. D. Protection 1. After completing frameinstallation g and concrete work, provide temporary filler of plywood or fiberboard in recesses and cover frames with plywood protective flooring. Maintain protection until construction traffic has ended and Project is near Substantial Completion. SECTION 16000 - ELECTRICAL A. MEP / Sprinkler Notes 1. Provide the necessary fire sprinkler systems and fire alarm systems to give complete protection as required by code. 2. All fire sprinkler work shall be performed by a base building approved contractor. Sprinkler heads in Gypsum Board and mall fronts shall be concealed head type. Semi -recessed or concealed type may be used in lay -in ceilings visible to customers. Surface mounted heads are acceptable in the Back Area. 3. Fire sprinkler design shall be performed by a state licensed designer. 4. Paint all diffusers and grills to match adjacent surfaces. 5. Battery packs for emergency lights shall be remote or recessed. 6. If ceiling access panels are required, paint to match adjacent surface. SECTION 16720 - FIRE ALARM SYSTEM A. General 1. Conditions of the Contract i. A fire alarm system shall be provided where required by local codes and/or as required by the AHJ. j. Provide complete system design and submittal including product data and shop drawings and submit to Owner for approval. UponOwner a pproval, submit to the AHJ for approval and permit. Coordinate all inspections and perform system testing per the AHJ requirements. END REVIEWED FOR ;CODE COMPLIANCE APPROVED NOV 1 6 2016 City• of7ukwila BUILDING DIVISION Tukwila BUILDING DIVISION RECEIVED CITY OFTUKWil.A MI 0 ! 16 449 SD.EVO 2.5 CO CO CO rn Z 0 C� wLL Z Z Owe LIJ ■ OQY ■ cArncAF- ■ ■ Z 0 coU w CONSULTING ENGINEER REVISIONS • MN COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 10354 DATE: S/06/16 BLAIR S. LEACH STATE OF WASHINGTON 08.19.2016 SHEET: NTS TDS 320104759 A-9 449 SD.EVO 2.5 13)Z e■ N Q 0 J Ur '^�ct uJ z Z eww Z=�� W~NQ mow Otiaa.D ■ mu)� CONSULTING ENGINEE r rn a 8 ; 0 6tnn0 . REVISIONS Z - FA In co N 8 �o 4 � 4 44-3 �'�1 o N d Vaimmim Z i w rill.11 I UN 1 /116 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and/or monetary liability. SHEET: 08.19.2016 1 I 2 1 3 I 4 1 5 6 1 7 J 8 1 9 1 10 I 11 12 SWITCHING POWER DISTRIBUTION DEVICES GENERAL WIRING 1.0 SCOPE 13.0 EXPANSION JOINT 1.1 THE COMPLETE INSTALLATION SHALL BE MADE IN STRICT ACCORDANCE WITH THE LANDLORD'S 13.1 EACH TIME ELECTRICAL CONDUIT PASS THROUGH AN EXPANSION JOINT OF THE BUILDING USE GALVANIZED REQUIREMENTS. CONSULT LANDLORD'S DESIGN CRITERIA. STEEL SLIDING TYPE EXPANSION JOINT WITH CONTINUOUS COPPER GROUNDING. FLEXIBLE AT THESE LOCATIONS. 1.2 THE DRAWINGS AND THE SPECIFICATIONS SHALL BE CONSIDERED ADDITIONAL TO ARCHITECT AND 14.0 FIXTURES AND LAMPS MECHANICAL ENGINEER'S SPECIFICATIONS. ANY DISCREPANCY OR CONTRADICTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 14.1 COMPLETE LIGHTING PACKAGE IS OWNER FURNISHED, GC INSTALLED. ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES, LAMPS AND CONTROLS PER MANUFACTURER SPECS AND EDSS (ENERGY DESIGN SERVICE 1.3 ARCHITECT'S GENERAL REQUIREMENTS ARE PART OF THIS CONTRACT. AND THEY SHALL BE APPLIED BY THE GENERAL CONTRACTOR AND SUBCONTRACTORS (ELECTRICAL,ETC..). SYSTEMS) INSTALLATION INSTRUCTIONS. 15.0 FIELD CONDITIONS 1.4 ONCE ONSITE GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ANY CONDITIONS THAT MAY AFFECT HIS WORK IN ANY MANNER PRIOR TO START OF CONSTRUCTION. (MEASUREMENTS - PARTICULAR CONDITIONS, 15.1 ENGINEER CAN RELOCATE ALL EQUIPMENT (FIXTURES, OUTLETS, ETC...), AT NO COST, IF DISPLACEMENT IS ETC...) GENERAL CONTRACTOR SHALL NOTIFY TENANT REPRESENTATIVE AND ARCHITECT OF ANY SUCH LESS THAN 10 FEET (3m), AND WRITTEN NOTICE IS SENT TO CONTRACTOR PRIOR TO INSTALLATION. CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 15.2 CONFER WITH ALL OTHER TRADES AND ARRANGE EQUIPMENT IN PROPER RELATION WITH OTHER 1.5 GENERAL CONTRACTOR SHALL MAKE ALL NECESSARY CHECKING AND ADJUSTMENTS TO COMPLY WITH THE APPARATUS, DUCTS, PIPES, ETC. AND WITH BUILDING CONSTRUCTION AND ARCHITECTURAL FINISHES. INTENT OF SPECIFICATIONS. 16.0 EXISTING CONDITIONS 1.6 THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE EQUIPMENT. EACH SUBCONTRACTOR SHALL VERIFY THESE LOCATIONS BEFORE INSTALLATION. 16.1 ELECTRICAL CONTRACTOR WORK AFFECTING OTHER TENANT SHALL BE DONE OFF BUSINESS HOURS (NIGHT OR WEEK -END). COORDINATE WITH THE LANDLORD. 1.7 GENERAL CONTRACTOR'S TENDER SHALL INCLUDE THE COST OF ALL NECESSARY PERMITS AND CERTIFICATES, ALL DRAWINGS APPROVAL COSTS AND ALL INSPECTION COSTS REQUIRED BY ALL AUTHORITIES 16.2 ELECTRICAL CONTRACTOR SHALL REMOVE AND DISPOSE ANY UNUSED MATERIAL. HAVING JURISDICTION. 16.3 ANY NON REUSED MATERIAL SHALL BE GIVEN BACK IN GOOD CONDITION TO LANDLORD 1.8 EACH SUBCONTRACTOR SHALL COMPLETE THE WORK IN EVERY DETAIL. EVEN THOUGH NOT SHOWN ON DRAWINGS OR CALLED FOR IN THIS SPECIFICATION. 16.4 ANY DAMAGED WALL, FLOOR, CEILING, FINISHES SHALL BE REPAIRED BY GENERAL CONTRACTOR THOSE REPAIRS SHALL MATCH EXISTING FINISHES. 1.9 THE ELECTRICAL TRADE SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE AND OPERATING ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. THE TRADE SHALL ALSO PROVIDE ANY ITEMS AND/OR LABOR THAT ARE OBVIOUSLY NECESSARY OR REASONABLY IMPLIED TO COMPLETE ALL WORK. 17.0 COMMUNICATIONS 17.1 TENANT IS IN CHARGE FOR ANY COMMUNICATIONS SYSTEMS. 1.10 ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH CURRENT EDITIONS AND AMENDMENTS OF THE NATIONAL ELECTRICAL CODE (NEC), NFPA AND ALL LOCAL CODES ADOPTED BY THE LOCAL JURISDICTION HAVING 17.2 ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL, IF REQUIRED, TELEPHONE TERMINAL BOARD, AUTHORITY. 24"x24" PLYWOOD 3/4" THICK, AND CONDUIT AS INDICATED ON DRAWINGS. 1.11 ALL RUBBISH'S AND GARBAGE SHALL BE REMOVED FROM THE JOB SITE AT THE END OF EVERY WORKDAY. AT 17.3 ALL WIRING, INCLUDING INSTALLATION AND CONNECTION TO EQUIPMENT SHALL BE PERFORMED BY A THE CONTRACT COMPLETION, ALL TOOLS AND EQUIPMENT SHALL BE REMOVED AND SPECIALIZED CONTRACTOR, IN CHARGE OF THE TENANT. THE JOB SITE SHALL BE LEFT IN A CLEAN CONDITION.. 18.0 FIRE ALARMS 2.0 GUARANTEE 18.1 EXISTING FIRE ALARM TO BE KEPT. ELECTRICAL CONTRACTOR TO RELOCATE IF REQUIRED ANY EQUIPMENT 2.1 EACH SUBCONTRACTOR SHALL GUARANTEE HIS WORK AND INSTALLATION REGARDING HIS CONTRACT. THE AT NO COST. ELECTRICAL CONTRACTOR SHALL REPAIR OR REPLACE, AT HIS OWN EXPENSE, ALL DEFECTS AND THIS DURING A TWELVE MONTHS PERIOD, STARTING AT THE PROVISIONAL ACCEPTANCE BY THE TENANT. AS LONG AS THE 18.2 ALL REQUIRED WORK RELATED TO LIFE SAFETY SYSTEMS SHALL BE DONE AT NO EXTRA COST. RETAIN THE DEFECTS IS NOT DUE TO A BAD USE OR NORMAL WEAR. SYSTEM MANUFACTURER'S FORCES TO PERFORM FINAL CONNECTIONS, MODIFICATIONS AND PROVISION OF NEW TAXES INTERFACING DEVICES IN THE SYSTEM PANELS, ETC. 18.3 ENSURE FULL COMPATIBILITY OF ALL NEW DEVICES WITH EXISTING LIFE SAFETY SYSTEMS. 3.1 EACH SUBCONTRACTOR SHALL PAY ALL APPLICABLE TAXES, FOR LABOR AND MATERIAL INCLUDED IN HIS TENDER 18.4 ELECTRICAL CONTRACTOR SHALL HAVE SYSTEM MANUFACTURER TEST AND CERTIFY LIFE SAFETY SYSTEMS FOR PROPER OPERATION AT COMPLETION OF WORK. 4.0 TEMPORARY SERVICES 19.0 COLOR CODE 4.1 ALL TEMPORARY LIGHTING (MIN. 200LUX WITH MH HALIDE FIXTURE) AND POWER DURING CONSTRUCTION SWITCH BANK PAOARD SURFACE MOUNTED MAXIMUM - CONDUIT SYSTEM TO PANEL SB TO 72"TO TOP OF OVERCURRENT PROTECTION `1 AS NOTEDHOMERUN AS ON DRAWINGS SWITCH T TRANSFORMER _ - CONDUIT SYSTEM UNDER FLOOR DIMMER SWITCH J DISCONNECT SWITCH 0- - CONDUIT UP OCCUPANCY SENSOR -CEILING MOUNTED METER TELEPHONE TERMINAL BOARD OC O SEE DETAIL ON SHEET E4 0$ OCCUPANCY SENSOR - WALL MOUNTED DUPLEX RECEPTACLE - 20A 18" AFF UNO ®� ®� JUNCTION BOX PC PHOTOCELL - CEILING MOUNTED QUADPLEX RECEPTACLE - 20A 18" AFF UNO , RECESSED FLOOR BOX LCP LCP - LIGHTING CONTROL PANEL CPGFI RECEPTACLE WITH GROUND FAULT INTERRUPTER ABREVIATIONS MINI WEATHERPROOF RECEPTACLE BOH BACK OF HOUSE -INVERTER INVER OWP 18" AFF UNO CB CIRCUIT BREAKER TRANSIENT VOLTAGE SURGE SUPPRESSOR SHOW WINDOW RECEPTACLE DL DAYLIGHT TVSS EC ELECTRICAL CONTRACTOR SECURITY /COMMUNICATION JUNCTION BOX EM EMERGENCY GC GENERAL CONTRACTOR ROUGH -IN FOR ADT KEY PAD @ 48"A.F.F. DATA / COMMUNICATION IG ISOLATED GROUND 1:::1 JB JUNCTION BOX (J -BOX) - O THERMOSTAT TELEPHONE / DATA - RJ45 JACK W/ CAT5e JHA JURISDICTION HAVING AUTHORITY 0 xxWIRES. CONDUIT WITH PULLWIRE TO ABOVE LL LANDLORD TAGS ACCESSIBLE CEILING, CABLE IS BY OWNER. MLO MAIN LUG ONLY OVERHEAD AP CABLING MCB MAIN CIRCUIT BREAKER DETAIL DESIGNATION: OR ORANGE AA AA - DETAIL NUMBER SW SHOW WINDOW BB BB - SHEET NUMBER TGC TENANT GENERAL CONTRACTOR NOTE WH WHITE OSHEET X SECTION DESIGNATION: AA - DETAIL NUMBER BB BB - SHEET NUMBER "' F1 SYMBOLS LEGEND3.0 NOTE: NOT ALL SYMBOLS LISTED ABOVE ARE SHOWN ON PLANS. A. FIELD VERIFY ALL CONDITIONS. B. DESIGN DRAWINGS ARE SCHEMATIC. ONCE ONSITE GENERAL CONTRACTOR IS TO INSPECT EXISTING FIELD CONDITIONS. RFI SHALL BE SUBMITTED FOR ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. C. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER ONCE ONSITE FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN INTENT PRIOR TO COMMENCEMENT OF WORK. D. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. E. RFI SHALL BE SUBMITTED FOR ANY UNFORESEEN CONDITIONS THAT MAY EFFECT THE CONTRACTOR'S SCOPE OF WORK. MINOR VARIATIONS REQUIRED FOR ACCOMPLISHING THE INTENT OF THIS DESIGN SHALL BE INCLUDED IN THE RFI. F. PROVIDE ALL REQUIRED PERMITS. CONTRACTOR'S INSTALLATION SHALL CONFORM TO ALL LOCAL CODE REQUIREMENTS. G. VERIFY EXACT PLACEMENT OF ALL DEVICES SHOWN ON THE DOCUMENTS WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS PRIOR TO FINAL PLACEMENT. H. BECOME FAMILIAR WITH REQUIRED DEMOLITION WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DEMOLITION AS REQUIRED FOR INSTALLATION OF NEW WORK. I. COORDINATE INSTALLATION OF ELECTRICAL WORK ABOVE THE CEILING TO PROVIDE THE GREATEST POSSIBLE CLEARANCE FOR INSTALLATION OF PLUMBING AND MECHANICAL. CONDUIT RUNS SHALL BE RUN THROUGH TRUSSES WHERE POSSIBLE. J. COORDINATE EXACT LOCATION OF DEVICES SERVING CASEWORK WITH FIXTURE CONTRACTOR. K. COORDINATE ALL LOW VOLTAGE CONDUIT AND ROUGH -IN REQUIREMENTS WITH LOW VOLTAGE CONTRACTORS. L. SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, TRANSFORMERS AND CONTACTORS SHALL BE "LISTED" AND "IDENTIFIED" AS RATED FOR A MINIMUM OF 75°C CONDUCTOR TERMINATION. M. INCLUDE A COPPER EQUIPMENT GROUND CONDUCTOR IN ALL RACEWAYS. SIZE RACEWAYS AS NECESSARY TO COMPLY WITH NEC. N. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A PULL WIRE. 0. ALL 20A BRANCH CIRCUITS BETWEEN 100' AND 150' IN LENGTH, #10 AWG COPPER WIRE SHALL BE USED. FOR ALL 20A BRANCH CIRCUITS OVER 150' IN LENGTH, #8 AWG COPPER WIRE SHALL BE USED. P. ALL 20A BRANCH CIRCUITS LESS THAN 100' IN LENGTH, SHALL BE #12 COPPER CONDUCTORS, #12 GND., 3/4" UNLESS NOTED OTHERWISE. TYPE MC CABLE MAY BE USED FOR BRANCH CIRCUITS ABOVE CEILINGS AND FOR FINAL FIXTURE CONNECTIONS. DO NOT USE TYPE MC EXPOSED. Q. CIRCUITING INDICATED ON PLAN IS DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "THRU-WIRING" WHERENVHEN POSSIBLE. MULTI -CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR FIELD CONDITIONS OR VOLTAGE DROP FACTORS MAY BE REQUIRED (FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE "THRU-WIRING"), AND RELATED COSTS SHALL BE INCLUDED IN BID. R. MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. S. WHERE DRYWALL CEILINGS ARE USED, CONTRACTOR SHALL ARRANGE CIRCUITING SO THAT JUNCTION/BOXES ACCESS PANELS ARE NOT INSTALLED IN THESE DRYWALL CEILING AREAS. (THE USE OF JUNCTION BOXES IN THESE DRYWALL CEILINGS IS NOT PERMITTED, ARRANGE CIRCUITS TO AVOID THIS SITUATION). FIELD COORDINATE WITH TENANT'S CONSTRUCTION MANAGER PRIOR TO ROUGH -IN TO AVOID CONFLICTS. JUNCTION BOXES MAY BE PLACED ABOVE LAY -IN CEILINGS. T. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR, PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. U. PLACEMENT OF ALL RECEPTACLES SHALL BE INTENTIONAL (I.E. CENTERED ON COLUMNS OR WALL FEATURES, OR TIGHT TO CORNER). IF RECEPTACLE IS NOT SHOWN IN A DESIRABLE LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANT'S CONSTRUCTION MANAGER PRIOR TO ROUGH -IN. V. PROVIDE ALL NECESSARY COMPONENTS TO MAKE A COMPLETE WORKING SYSTEM. VERIFY ROW LENGTHS, FEED POINT AND MOUNTING REQUIREMENTS PRIOR TO ORDERING. TAKE ADEQUATE CARE TO CORRECTLY LOCATE ALL ELECTRICAL STUBOUTS, FLOOR BOXES, J -BOXES, TRACK, ETC. PRECISE LOCATIONS OF FLOOR OUTLETS AND J -BOXES IS VERY IMPORTANT. X. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. NEC 110.26(f). Y. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. NEC 240.60B. Z. PROVIDE LOCK -ON DEVICE FOR CIRCUITS SUPPLYING EMERGENCY UNIT EQUIPMENT. NEC 700.12(e). M. ATTAIN EXISTING BUILDING LOAD INFORMATION AND VERIFY AMPACITY AND DEMAND FOR BUILDING TO ENSURE THAT ALL LOADS (EXISTING AND NEW) DO NOT EXCEED THE AMPACITY OF THE SERVICE FEEDER(S) OR RATING OF THE SERVICE, PER NEC 220.35. AB. ALL DEDICATED RECEPTACLES SHALL BE RATED TO NOT LESS THAN THE RATING OF THE BRANCH CIRCUIT SERVING THE RECEPTACLE. AC. SUPPORT VERTICAL CABLE RUNS PER NEC 300.19. SHALL BE BY GENERAL CONTRACTOR AFTER AGREEMENT WITH ELECTRICAL CONTRACTOR AND SHALL BE TAKEN FROM EXISTING PANEL SERVING THE SPACE, SUPPLY VOLTAGE AND AMPS AS REQUIRED. 120/208V 120/240V HIGH LEG 3P 4W 277/480V PHASEA BLACK BLACK BROWN 5.0 SHOP DRAWINGS PHASE B RED ORANGE ORANGE 5.1 PRIOR TO ORDERING OR INSTALLING ANY EQUIPMENT SUBMIT TO ENGINEER FOR APPROVAL A MINIMUM OF PHASE C BLUE BLUE YELLOW w TWO (2) COPIES OF SHOP DRAWINGS FOR EACH ITEM OF EQUIPMENT IF REQUESTED BY ENGINEER. NEUTRAL WHITE WHITE GREY GROUND GREEN GREEN GREEN 6.0 ALTERNATE EQUIPMENT 6.1 PROPOSAL SHALL BE BASED ON SPECIFIED EQUIPMENT AND MATERIAL. 20.0 SPECIAL NOTES 6.2 PROPOSAL FOR ALTERNATE TO SPECIFICATION SHALL INCLUDE MANUFACTURER NAME, MODEL AND COST 20.1 ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT TO EC PROVIDED SURFACE MOUNTED MODIFICATION. J -BOXES, OWNER FURNISHED RECESSED FLOOR BOXES AND OWNER FURNISHED POKE-THRU BOXES AS INDICATED AND PROVIDE APPROVED FLEX CONNECTION ASSEMBLY. LEAVE FLEX CONNECTION ASSEMBLY COILED AND TAPED 6.3 COST OF ANY CHANGE REQUIRED TO OTHER TRADES WORK DUE TO SUBSTITUTION OF ALTERNATE AS REQ'D UNTIL FIXTURE INSTALLATION. AFTER FIXTURE INSTALLATION EC TO INSTALL POWER RECEPTACLES IN EQUIPMENT, SHALL BE INCLUDED IN THE SUBCONTRACTOR'S PROPOSAL CALLING FOR THIS SUBSTITUTION. EVEN IF PRE-INSTALLED BLANK BOXES INSIDE FIXTURE, PROVIDE POWER CIRCUIT FROM PANEL TO RECEPTACLES AND THESE CHANGES APPEAR AFTER THE DEMAND FOR SUBSTITUTION. CONNECTION POWER SOURCE. EC TO PROVIDE PULL STRING FROM TELEPHONE BOARD TO ALL FIXTURE DESIGNATIONS FOR CAT5E DATA CABLING AND RJ45 JACKS BY OWNER'S VENDOR. SEE WIRING DETAILS ON SHEETS 6.4 ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE CONTRACTS ARE AWARDED. NO CHANGES E3.1 AND E3.2 FOR ADDITIONAL INFORMATION. WILL BE ALLOWED AFTER THE CONTRACT IS SIGNED. 20.2 ON ALL OUTLETS LOCATED IN POS COUNTERS, ETC..., ELECTRICAL TRADE SHALL ATTACH ALL CONDUITS TO 7.0 IDENTIFICATION THE FLOOR WITH APPROPRIATE CONNECTORS. GC MUST OBTAIN WRITTEN APPROVAL FROM THE LANDLORD PRIOR TO ANY TRENCHING OR CORE DRILLING. 7.1 ALL ELECTRICAL EQUIPMENT (SWITCHES, PANELS, CIRCUITS ETC..) MUST BE PROPERLY IDENTIFIED WITH LAMICOID NAME PLATES SCREWED ON PANELS AND HAVE A TYPED DIRECTORY AND INDICATE LOAD ON 20.3 RECEPTACLES, OUTLETS, ETC..., LOCATED AT THE CASH COUNTERS SHALL BE INSTALLED IN COMMON BOXES. EACH CIRCUIT. USE 1 GANG, 2 GANG, 3 GANG OR 4 GANG, ETC..., BOXES C/W SEPARATIONS AS PER CODE, AS REQUIRED. BOXES SUPPLIED, INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 8.0 GROUND 21.0 DEMOLITION 8.1 THE GROUND SHALL BE CONTINUOUS AND SHALL BE CONFORM TO NATIONAL ELECTRICAL CODE. 21.1 REMOVE AND TRANSPORT OUT OF THE CONSTRUCTION SITE ALL EQUIPMENT MADE OBSOLETE CONSECUTIVE 9.0 PULLING AND JUNCTION BOXES TO THE WORK, INCLUDING WIRING, CONDUITS, BOXES, OUTLETS, SWITCHES, LIGHTING FIXTURES, DISTRIBUTION EQUIPMENT, SUPERVISORY AND COMMUNICATION EQUIPMENT. ALL ACCESSORIES BEING PART OF THE ELECTRICAL 9.1 TRADE WILL PROVIDE PULLING AND JUNCTION BOXES WITH SCREWED PLATED COLOR MATCHED FOR WALL INSTALLATION. AND CEILING FINISHES. 21.2 REMOVE THE WIRING AND THE CONDUIT UP TO THE LAST PANEL OR BOX KEPT IN THE NETWORK. 9.2 ALL BOXES SHALL BE ACCESSIBLE. 21.3 PUT BACK IN SERVICE ALL FEEDERS, CONTROL OR COMMUNICATION CABLES WHEN THE CONTINUITY OF 9.3 BACK TO BACK BOXES WILL NOT BE ACCEPTED. THOSE SERVICES IS INTERRUPTED BY THE WORK. 9.4 PULL BOXES SHALL BE LOCATED EVERY 100 FEET (30m) AND EVERY TWO 90 DEG. ELBOW. 22.0 SPECIFICATIONS 9.5 ALL SURFACE MOUNTED BOXES FOR JUNCTION, SOCKETS, SWITCHES, FIXTURES ETC...,SHALL BE F.S. TYPE. 22.1 DISCONNECT AS PER CUTLER -HAMMER _ o U 10.0 DRILLING MODEL FUSE INSTALLATION HD WITH INTERIOR 10.1 ELECTRICAL CONTRACTOR SHALL DRILL OR CHIP THE FLOOR WHERE REQUIRED. ELECTRICAL CONTRACTOR HD WITHOUT INTERIOR SHALL PROVIDE AND INSTALL SLEEVES IN CONCRETE SLAB, WHERE REQUIRED. RD WITH EXTERIOR RD WITHOUT EXTERIOR 10.2 NO ELECTRICAL OR PNEUMATIC HAMMER SHOULD BE USED. 22.2 FUSES AS PER GOULD 10.3 EXISTING CONCRETE COLUMNS ARE NOT TO BE CHANNELED OR NOTCHED. GAGE MODEL SPARE QTY. mW. 11.0 WIRING AND CONDUIT 0-600A AJT 10% (MINIMUM 6) 11.1 ALL WIRING, WILL BE COPPER TYPE, No.12 AWG MINIMUM, UNLESS OTHERWISE NOTED. 22..3 SPLITTER BOXES AND TROUGHS, AS PER BEL, 14 GA STEEL WITH HINGED COVER CLOSED WITH SCREWS, TINNED COPPER BUS BARS, COMPLETE WITH SOLDERLESS TERMINALS. BARS SUPPORTED BY ISOLATORS. 11.2 ALL SURFACE WIRING, SHALL BE THWN TYPE IN E.M.T. CONDUIT. ALL COUPLINGS TO BE RAIN TIGHT OR GALVANIZED SET CREW TYPE. 22.4 TRANSFORMERS AS PER DELTA, DT (TRIPLE PHASE). 11.3 ALL WIRING AND CONDUIT, WILL BE RECESSED IN WALL OR CEILING, INCLUDING EXISTING ARCHITECTURAL 22.5 PANELS CNV DOORS AND LOCKS, AS PER CUTLER -HAMMER ELEMENTS. 11.4 ALL WIRING SHALL BE PARALLEL WITH ARCHITECTURAL LINES AND DESIGN. USAGE VOLTAGE MODEL LIGHTING 120/208V 3PH PRL -1 11.5 FOR SUSPENDED CEILING, MC CABLE FOR 15 FEET (4.5m) IS ACCEPTED. MAIN WIRING TO BE THWN IN E.M.T. CONDUIT. BREAKERS WITH 10,000 A SYMMETRICAL INTERRUPTING CAPACITY, UNLESS OTHERWISE NOTED. 11.6 ALL EMPTY CONDUIT SHALL INCLUDE A PULLING WIRE No.12 AWG. - MAX. 6'-0" FLEXIBLE CONDUIT MAY BE 22.6 OUTLETS AS PER LEVITON, MODEL NO. 5262, COLOR BY ARCHITECT. USED FOR FIXTURE AND EQUIPMENT CONNECTIONS ONLY. PLASTIC CONDUIT IS NOT ACCEPTED. 22.7 SWITCH 12.0 FIRE BARRIER TYPE MODEL RECEIVED UNIPOLAR 5401/001 CITY OF TUKWILA 12.1 IN CASE OF CROSSING A FIRE BARRIER (FLOOR, WALL, OR CEILING) FILL GAP WITH APPROPRIATE MATERIAL. BIPOLAR 54502/001 THIS MATERIAL SHALL BE EFFICIENT BARRIER FOR FLAME, FUME AND GAS. SEAL AT SMOKE WALL. THREE WAY 54503/001 NUV 02 2016 FOUR WAY 54504/001 12.2 THE INTERIOR WALLS ENCLOSING THE STOCKROOM SHALL BE SMOKE TIGHT SEALED TO THE ROOF DECK 508.2.2.1 OBC. PERMIT CENTER Al GENERAL ELECTRICAL NOTES A6 b;,$3YXSri{�,Aw"R ELECTRICAL SPECIFICATIONS DIVISION 16000 � AY�'g5m^' SEPt�fll,$!t%Y RSR" P" 4ir 1 I 2 1 1 15 6 1 7 1 8 1 9 10 11 I 449 SD.EVO 2.5 13)Z e■ N Q 0 J Ur '^�ct uJ z Z eww Z=�� W~NQ mow Otiaa.D ■ mu)� CONSULTING ENGINEE r rn a 8 ; 0 6tnn0 . REVISIONS Z - FA In co N 8 �o 4 � 4 44-3 �'�1 o N d Vaimmim Z i w rill.11 I UN 1 /116 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and/or monetary liability. SHEET: 08.19.2016 449 SD.EVO 2.5 H up W O w 00 E V) Q) 0 • to0 ��, 00 o w } 00 N m 3 00 J 0) '■ N Q Z < rt w Z X Oww L1.1 Lil < W�NQ � Y Otia� CONSULTING ENGINEER REVISIONS FLOOR PLAN COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec, 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. DATE: 08.19.2016 SHEET: E2 1 1 2 1 3 1 4 1 5 1 6 1 7 _1 8 1 9 1 10 1 11 1 12 L 1 --A-24 (EM -SALES) .. 0 A-28 ti A-26 O A-12 0 O.• O.• CED-ML1 0 A-24 ML3-EM A-18 LED-ML3q_18 LED-ML3 IA_24 -ML3-EM \\` I—� A-18 0 -'EX-FF1 I A - EX-FF1H \-10 _w 0 A-8 A-8 0 O O Q/ LED ML2 1 —, D-ML1 if/ i I— xe /A-24 I I 0 A-24 �!r.0 6 N.A-24 / / // O 0! O O( XT A-12 01 :::I A-18 / / LED-ML2-EM EX-FF1 A-8 LED M,k2-EM \ \ -D. 4 1 -O MU y J A-10 I aOO I O 1 LED-ML2 1 A-12 I 111 A-18 1' 1 EX-FF1 EX-FF1 1 D-ML1 1 a. A-8 A-8 0 �� / / 1 / / A-12 A-24 / I A-18 A-18 A-24 / m m O .• . Otom, L_D-MLI W 0 © k' D-ML3-EM D-ML3 D-ML3 I D-ML3-EM �\x © 4 CNI 33 T O 03 Q Q 4 U 0 — DI LIGHTING FLOOR PLAN 1/4" = 1'-0" LED EMERGENCY LIGHTING MINI -INVERTER SCHEDULE 0 LIGHTING CONTROL PANEL (LCP). DOUGLAS LIGHTING CONTROLS LITEPAK LED LUMINAIRE SCHEDULE DESCRIPTION MODEL NOTES WPAK-33518-S" (120/277 8 -RELAY CONTROL PANEL.) INSTALL NEW LCP ADJACENT TO ELECTRICAL PANEL. KEEP EXISTING LCP/TC AS IS FOR EXISTING BOH LIGHTING AND EXISTING SIGN(S). DO NOT REMOVE. CALLOUT SYMBOL DESCRIPTION MODEL LAMP INPUT WATTS BALLAST VOLTS MOUNTING NOTES 350W MINI INVERTER MYERS POWER PRODUCTS: LV -2 -R -1-B2002 90 MIN. BATTERY BACKUP 0 LIGHTING CONTROL PANEL (LCP) OVERRIDE SWITCHES. MOUNT AT 42" AFF. SEE SWITCH BANK DETAIL ON SHEET E5. LED -MLI O SINGLE HEAD ADJUSTABLE GIMBAL RING 358'H X 45'V, 40' LEDPAR30, FLUSH MOUNT HOUSING M/N:NMRI-11N1020 TRIM M/N: NMRT-1 F1652VWV SATCO: 11 PAR30-SN-LED-40-4000K-120V-D 1IW ELECTRONIC 120V 1P RECESSED COMPLETE ASSEMBLY INCLUDES: HOUSING, TRIM, AND (2) C -CHANNEL BAR HANGERS MOUNTING: INVERTERS RANGE IN WEIGHT FROM 55 LBS (175W) TO 130 LBS (550W). SURFACE FIXTURE C -CHANNEL M/N: NRA -38 MOUNT LED INVERTER(S) TO MIN. 32"W X 24" H X g/a" PLYWOOD BACKER SCREWED TO STUDS, O3 LED MINI -INVERTER FOR SALES EMERGENCY LIGHTING. REFER TO MYERS POWER LED-ML2 DUAL HEAD ADJUSTABLE GIMBAL RING HOUSING M/N:NMRI-12N1020 SATCO: 22W ELECTRONIC 120V 1P RECESSED COMPLETE ASSEMBLY INCLUDES: HOUSING, TELCO BOARD, OR DIRECTLY SCREWED TO STUDS @16" O.C. W/ (4) #8 X 2 3/8 DRYWALL PRODUCTS "LV SERIES" WIRING DIAGRAM(S) INCLUDED WITH EQUIPMENT. 0 0 358'H X 45'V, 40' LEDPAR30, FLUSH MOUNT TRIM M/N: NMRT-1 F2652VWV 11 PAR30-SN-LED-40-4000K-120V-D TRIM, AND (2) C -CHANNEL BAR HANGERS SCREWS. REFER TO MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. FLOOR LIGHT FIXTURES LABELED EM EGRESS) SHALL BE FIXTURE C -CHANNEL M/N: NRA -38 0 ALL SALES (EMERGENCY CIRCUITED ON A DEDICATED CIRCUIT AS INDICATED AND WIRED TO THE LED LED-ML2-EM DUAL HEAD ADJUSTABLE GIMBAL RING HOUSING M/N:NMRI-12N1020 SATCO: 22W ELECTRONIC 120V 1P RECESSED COMPLETE ASSEMBLY INCLUDES: HOUSING, MINI -INVERTER. REFER TO MYERS POWER PRODUCTS "LV SERIES" WIRING O O 358'H X 45'V, 40' LEDPAR30, FLUSH MOUNT FIXTURE - WIRED TO MINI -INVERTER FOR TRIM M/N: NMRT-1F2652VWV C -CHANNEL M/N: NRA -38 11 PAR30-SN-LED-40-4000K-120V-D TRIM, (2) C -CHANNEL BAR HANGERS, AND WIRED TO MINI EMERGENCY DIAGRAM(S) INCLUDED WITH EQUIPMENT. EXIT SIGNS ARE PROVIDED WITH WITH A 90 MINUTE BATTERY BACK-UP AND SHOULD NOT BE WIRED THROUGH THE EMERGENCY OPERATION -INVERTER FOR OPERATION W/ 90 MINUTE BATTERY BACKUP MINI -INVERTER. LED-ML3 TRIPLE HEAD ADJUSTABLE GIMBAL RING HOUSING M/N:NMRI-13N1020 SATCO: 33W ELECTRONIC 120V 1P RECESSED COMPLETE ASSEMBLY INCLUDES: HOUSING, 0 ALL EXISTING NON -SALES LIGHTING, EMERGENCY LIGHTING AND EXIT SIGNS TO O O 0 358'H X 45'V, 40' LEDPAR30, FLUSH MOUNT TRIM M/N: NMRT-1 F3652WW 11 PAR30-SN-LED-40-4000K-120V-D TRIM, AND (2) C -CHANNEL BAR HANGERS REMAIN. NO WORK. FIXTURE C -CHANNEL M/N: NRA -38 66 PROVIDE CEILING MOUNTED OCCUPANCY SENSORS. LED-ML3-EM TRIPLE HEAD ADJUSTABLE GIMBAL RING HOUSING M/N:NMRI-13N1020 SATCO: 33W ELECTRONIC 120V 1P RECESSED COMPLETE ASSEMBLY INCLUDES: HOUSING, m SENSOR SWITCH CMR10 FOR SALES FLOOR EMERGENCY LIGHTING CIRCUIT TO O 0 O 358'H X 45'V, 40' LEDPAR30, FLUSH MOUNT FIXTURE - WIRED TO MINI -INVERTER FOR TRIM M/N: NMRT-1F3652WW C -CHANNEL M/N: NRA -38 11PAR30-SN-LED-40-4000K-120V-D TRIM, (2) C -CHANNEL BAR HANGERS, AND WIRED TO MINI COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE SECTION C405.2.5. AUTOMATIC SHUTOFF OF THE LIGHTING WHEN THE AREAS SERVED BY THAT EMERGENCY OPERATION -INVERTER FOR EMERGENCY OPERATION W/ 90 MINUTE BATTERY BACKUP 1. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING LAB (i.e. U.L., ETC.) 2. LUMINAIRES IN CONTACT WITH INSULATION SHALL BE U.L. LISTED FOR THERMAL BARRIER OR PROVIDED WITH 3" MINIMUM CLEARANCE. 3. CONTRACTOR TO ENSURE THAT ALL LIGHTING EXPOSED TO THE PLENUM IS PLENUM RATED. 4. ALL RECESSED LUMINAIRES IN SALES AREA SHALL BE CENTERED IN/ON CEILING ILLUMINATION ARE UNOCCUPIED." EX-FF1 0 4 -FT DIA. FLUORESCENT CLOUD LAM L-R0-48"-3/T8-FA-CM-SGW-UNV (3) PHILLIPS 21W/835 MIN BIPIN T5 HE ALTO UNP 63W ELECTRONIC 120V 1P SURFACE EXISTING FIXTURE TO REMAIN. CONNECT EXISTING CIRCUIT TO NEW LCP AND CONTROLS. SEE SHEET E5 FOR ADDITIONAL INFORMATION. TILE. PROVIDE ADDITIONAL SUPPORT PER MFG. RECOMMENDATIONS FROM STRUCTURE ABOVE FOR ALL LUMINAIRES ATTACHED TO HUNG CEILINGS. ACTUAL LUMINAIRE LOCATIONS AND LED -EXT NORA LIGHTING WHITE LED EXIT SIGN WITH BATTERY BACKUP FIXTURE M/N: NX-603-LEDR 2W ELECTRONIC 120V 1P SURFACE 90 MINUTE BATTERY BACKUP _ Q 5. SEE REFLECTED CEILING PLAN FOR DIMENSIONS. 6. ALL EXIT SIGNS TO HAVE 90 MIN. BATTERY BACKUP. CONTROLS SCHEDULE RECEIVED CITY OF TUKWILA LIGHTING MEETS CODE. WHERE REQUIRED CALLOUT SYMBOL DESCRIPTION MODEL NOTES NUV 02 2016 7. T.G.C. TO VERIFY EXIT DISCHARGE T.G.C. SHALL PROVIDED CODE COMPLIANT EXIT DISCHARGE LIGHTING. IF NOT PRESENT. S DOUGLAS 8700 SERIES 1 -BUTTON SWITCH WSR-8711 MOMENTARY RELAY DIRECT PERMIT CENTER OS OS SENSOR SWITCH CEILING MNTD SENSOR CMR -10 800W SEPARATEOCCUPANCY PERMIT AND t Al GENERAL NOTES A3 SHEET NOTES A6 SYMBOL LEGEND COMPLETE LIGHTING PACKAGE IS OWNER FURNISHED, GC INSTALLED. CONTACT EDSS (ENERGY DESIGN SERVICE SYSTEMS) FOR COMPLETE LIGHTING PACKAGE INCLUDING ALL LIGHT FIXTURES, LCP, MINI -INVERTER, SWITCHES, ,N 'N„ L N •�i► ,� +►1i � • NOT ALL MAY USED AT THIS LOCATION NOT ALL MAY BE USED AT THIS LOCATION NOT ALL MAY BE USED AT THIS LOCATION SENSORS, TVSS AND FLOOR BOXES. REFER TO EDSS INSTALLATION INSTRUCTIONS. R ORDLO . EN . 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10J 11 449 SD.EVO 2.5 H up W O w 00 E V) Q) 0 • to0 ��, 00 o w } 00 N m 3 00 J 0) '■ N Q Z < rt w Z X Oww L1.1 Lil < W�NQ � Y Otia� CONSULTING ENGINEER REVISIONS FLOOR PLAN COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec, 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. DATE: 08.19.2016 SHEET: E2 7 8 10 11 12 0 LL w 0 E + + 0 0 4'-8" _ 2'-7 1/2" 3'-4 1/2" N in 0 3'-41/2" co dt 7'-6 1/2" 7'-7 1/2" 10'-7 7/8" 7'-2 3/4" 10'-1 3/8" BFM_82 +38" 8'-7 3/4" 8'-0 3/8" 8'-7 3/4" 7'-9 3/8" 8'-7" U U 3'-7 1/2" 2'-7 1/2" _ 3'-6 1/2" 7'-6 1/4" s 5'-8 3/4" RECEIVED CITY OF TUKWILA NOV 02 2016 PERMIT CENTER C1 POWER FLOOR PLAN 1/4" = 1'-0" m • DUPLEX RJ45 JACK X2 W/ 2 CAT5e WIRES • QUADPLEX RJ45 JACK X4 W/ 4 CAT5e WIRES OVERHEAD AP CABLING AP B5 WIRING SYMBOLS A. VERIFY POSSIBLE RE -USE OF EXISTING SALES AREA CIRCUITS WHERE POSSIBLE & REBALANCE PANEL AS REQUIRED. B. FOR EXISTING SYSTEM WALLS TO REMAIN, VERIFY THAT OUTLETS FOR LED BACKLIGHTING ARE AT 68-1/4" A.F.F. IF NOT, RELOCATE OUTLETS AS REQUIRED. C. ALL WORK SHALL COMPLY WITH THE CURRENTLY ADOPTED CODES, ORDINANCES, AND AMENDMENTS. D. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING LAB (i.e. U.L., ETC.) E. PROVIDE PLENUM RATED WIRING WHERE REQUIRED. COMPLY WITH NEC 300.22. F. G. H. PROPERLY GROUND RECEPTACLES, BOXES AND COVER PLATES INSTALLED IN FIXTURES PER NEC 250.146 AND 406. NO BX, AC OR ROMEX TYPE WIRING ALLOWED. ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION. A5 GENERAL NOTES NOT ALL USED AT THIS LOCATION O O SHOW WINDOW RECEPTACLE(S). LOCATE 18" FROM TOP OF WINDOW (NEC 210.62), ONLY IF NOT EXISTING. PROVIDE OVERHEAD AP CABLING ABOVE CEILING 3'-0" MIN. NOT USED O4 GEARBOX (GB): FOR FIXTURES MOUNTED ON DRYWALL ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL PERIMETER MOUNTS (MODEL # GB-INWAVP IN WALL AV CABLE AND POWER GEAR BOX.) O PROVIDE CIRCUIT(S) AND LOW VOLTAGE WIRING AS REQ'D TO J -BOX ABOVE CEILING FOR TRENCH TO FLOOR FIXTURES. O SAW CUT (TRENCH) TO SURFACE MOUNTED J -BOXES AND CONDUIT STUB -UP LOCATIONS UNDER CP_1 FIXTURE. • CONDUIT SCHEDULE: CP_1: (1) 3/4" DEDICATED POWER, (1) 3/4" GENERAL POWER & (2) 1-1/4" DATA CP_1 + CP_ADA: (1) 3/4" DEDICATED POWER, (1) 3/4" GENERAL POWER & (3) 1-1/4" DATA CP_1 + CP_1: (1) 3/4" DEDICATED POWER, (1) 3/4" GENERAL POWER & (3) 1-1/4" DATA CP 1 + CP_1 + CP_ADA: (1) 3/4" DEDICATED POWER, (1) 3/4" GENERAL POWER & (4)_ 1-1/4" DATA • ELECTRICAL CONTRACTOR TO PROVIDE: SURFACE MOUNTED J -BOXES AND ALL CONDUIT. PROVIDE POWER FROM PANEL TO FLOOR MOUNTED J -BOXES. LEAVE FLEX CONNECTION ASSEMBLY COILED AND TAPED AS REQ'D UNTIL FIXTURE INSTALLATION. ELECTRICAL CONTRACTOR TO INSTALL POWER RECEPTACLES IN PRE-INSTALLED BLANK BOXES AND PROVIDE APPROVED FLEX CONNECTION ASSEMBLY TO POWER SOURCE AFTER FIXTURE INSTALLATION. PROVIDE PULL STRING(S) FROM TELEPHONE BOARD TO SURFACE MOUNTED J -BOXES FOR CAT5E DATA CABLING AND RJ45 JACKS BY OWNER'S VENDOR. • OWNER'S VENDOR TO PROVIDE: CAT5E DATA CABLING, RJ45 JACKS AND PLASTIC GROMMET TO FIT 3/4" KNOCK OUTS IN PRE-INSTALLED BLANK DUPLEX BOX BY FIXTURE MANUFACTURER AS REQ'D. ROUTE CABLING THROUGH CASEWORK AND MAKE CONNECTIONS TO RJ45 JACKS, TYP. A7 SHEET NOTES (TRENCH) SAW CUT (TRENCH) TO FT_6A FIXTURE LEG. SEE WIRING DETAILS ON SHEET E3.2. • CONDUIT SCHEDULE: FT_6A: (1) 3/4" DEDICATED POWER • ELECTRICAL CONTRACTOR TO PROVIDE: UNDERGROUND CONDUIT TO FIXTURE LEG AND POWER FROM PANEL TO CONDUIT AT FIXTURE LEG. LEAVE FLEX CONNECTION ASSEMBLY COILED AND TAPED AS REQ'D UNTIL FIXTURE INSTALLATION. AFTER FIXTURE INSTALLATION PROVIDE HALF INCH TRADE SIZE FLEX CONDUIT W/ 5" BEND RADIUS TO PRE-INSTALLED J -BOX IN FIXTURE. INSTALL OWNER SUPPLIED POWER STRIP AND FINAL CONNECTION TO POWER SOURCE. SAW CUT (TRENCH) TO RECESSED FLOOR BOX UNDER DFM_F FIXTURE. SEE WIRING DETAILS ON SHEET E3.2. • CONDUIT SCHEDULE: DFM_F: (1) 3/4" GENERAL POWER, (1) 3/4" DATA • ELECTRICAL CONTRACTOR TO PROVIDE: CONDUIT AND POWER TO OWNER PROVIDED RECESSED FLOOR BOX COMPLETE WITH BRASS FLANGE AND POWER/DATA COVER PLATES. ROUTE POWER FROM PANEL TO RECESSED FLOOR BOX AND INSTALL DUPLEX RECEPTACLE WITH FINAL CONNECTION TO POWER SOURCE. PROVIDE PULL STRING FROM TELEPHONE BOARD TO RECESSED FLOOR BOX FOR CAT5E DATA CABLING AND RJ45 JACKS BY OWNER'S VENDOR. • LEGRAND WIREMOLD FLOOR BOX SPECIFICATIONS: (1) 880CS2-1 CAST IRON FLOOR BOX (1) 827T TWO GANG BRASS TILE FLANGE (1) 828SPTC BRASS DUPLEX COVER PLATE (1) 828COMTC BRASS COMMUNICATIONS COVER PLATE FLOOR BOX IS OWNER FURNISHED, GC INSTALLED. CONTACT EDSS (ENERGY DESIGN SERVICE SYSTEMS) MICHAEL NORDLOH 810.227.3377 MNORDLOH@EDSSENERGY.COM • OWNER'S VENDOR TO PROVIDE:CAT5E DATA CABLING, RJ45 JACKS AND PLASTIC GROMMET TO FIT 3/4" KNOCK OUTS IN PRE-INSTALLED BLANK DUPLEX BOX BY FIXTURE MANUFACTURER AS REQ'D. ROUTE CABLING THROUGH CASEWORK AND MAKE CONNECTIONS TO RJ45 JACKS, TYP. PEPARATE F- �p wo w 09 E cnrno 0 Liu 0 01 -LI E o wcn mm3 449 SD.EVO 2.5 00 CO rn eMN Q z O <W z Z /lift W�NQ 0D1tn mow 1--(00 raj Otia� ■ u) u) POWER FLOOR PLAN CONSULTING ENGINEER z 0 21C83,,c,E �c48 = .0 col r'q ES O ih Z 0 411 ILO n t IMI UM _. 1 IL COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. DATE: 08.19.2016 SHEET: 5 N Sag ■�"��°, `:.. -- � CP1+ 1+CPADA CP 1 CP_ 8'-0 3/8" 8'-7 3/4" 7'-9 3/8" 8'-7" U U 3'-7 1/2" 2'-7 1/2" _ 3'-6 1/2" 7'-6 1/4" s 5'-8 3/4" RECEIVED CITY OF TUKWILA NOV 02 2016 PERMIT CENTER C1 POWER FLOOR PLAN 1/4" = 1'-0" m • DUPLEX RJ45 JACK X2 W/ 2 CAT5e WIRES • QUADPLEX RJ45 JACK X4 W/ 4 CAT5e WIRES OVERHEAD AP CABLING AP B5 WIRING SYMBOLS A. VERIFY POSSIBLE RE -USE OF EXISTING SALES AREA CIRCUITS WHERE POSSIBLE & REBALANCE PANEL AS REQUIRED. B. FOR EXISTING SYSTEM WALLS TO REMAIN, VERIFY THAT OUTLETS FOR LED BACKLIGHTING ARE AT 68-1/4" A.F.F. IF NOT, RELOCATE OUTLETS AS REQUIRED. C. ALL WORK SHALL COMPLY WITH THE CURRENTLY ADOPTED CODES, ORDINANCES, AND AMENDMENTS. D. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING LAB (i.e. U.L., ETC.) E. PROVIDE PLENUM RATED WIRING WHERE REQUIRED. COMPLY WITH NEC 300.22. F. G. H. PROPERLY GROUND RECEPTACLES, BOXES AND COVER PLATES INSTALLED IN FIXTURES PER NEC 250.146 AND 406. NO BX, AC OR ROMEX TYPE WIRING ALLOWED. ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION. A5 GENERAL NOTES NOT ALL USED AT THIS LOCATION O O SHOW WINDOW RECEPTACLE(S). LOCATE 18" FROM TOP OF WINDOW (NEC 210.62), ONLY IF NOT EXISTING. PROVIDE OVERHEAD AP CABLING ABOVE CEILING 3'-0" MIN. NOT USED O4 GEARBOX (GB): FOR FIXTURES MOUNTED ON DRYWALL ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL PERIMETER MOUNTS (MODEL # GB-INWAVP IN WALL AV CABLE AND POWER GEAR BOX.) O PROVIDE CIRCUIT(S) AND LOW VOLTAGE WIRING AS REQ'D TO J -BOX ABOVE CEILING FOR TRENCH TO FLOOR FIXTURES. O SAW CUT (TRENCH) TO SURFACE MOUNTED J -BOXES AND CONDUIT STUB -UP LOCATIONS UNDER CP_1 FIXTURE. • CONDUIT SCHEDULE: CP_1: (1) 3/4" DEDICATED POWER, (1) 3/4" GENERAL POWER & (2) 1-1/4" DATA CP_1 + CP_ADA: (1) 3/4" DEDICATED POWER, (1) 3/4" GENERAL POWER & (3) 1-1/4" DATA CP_1 + CP_1: (1) 3/4" DEDICATED POWER, (1) 3/4" GENERAL POWER & (3) 1-1/4" DATA CP 1 + CP_1 + CP_ADA: (1) 3/4" DEDICATED POWER, (1) 3/4" GENERAL POWER & (4)_ 1-1/4" DATA • ELECTRICAL CONTRACTOR TO PROVIDE: SURFACE MOUNTED J -BOXES AND ALL CONDUIT. PROVIDE POWER FROM PANEL TO FLOOR MOUNTED J -BOXES. LEAVE FLEX CONNECTION ASSEMBLY COILED AND TAPED AS REQ'D UNTIL FIXTURE INSTALLATION. ELECTRICAL CONTRACTOR TO INSTALL POWER RECEPTACLES IN PRE-INSTALLED BLANK BOXES AND PROVIDE APPROVED FLEX CONNECTION ASSEMBLY TO POWER SOURCE AFTER FIXTURE INSTALLATION. PROVIDE PULL STRING(S) FROM TELEPHONE BOARD TO SURFACE MOUNTED J -BOXES FOR CAT5E DATA CABLING AND RJ45 JACKS BY OWNER'S VENDOR. • OWNER'S VENDOR TO PROVIDE: CAT5E DATA CABLING, RJ45 JACKS AND PLASTIC GROMMET TO FIT 3/4" KNOCK OUTS IN PRE-INSTALLED BLANK DUPLEX BOX BY FIXTURE MANUFACTURER AS REQ'D. ROUTE CABLING THROUGH CASEWORK AND MAKE CONNECTIONS TO RJ45 JACKS, TYP. A7 SHEET NOTES (TRENCH) SAW CUT (TRENCH) TO FT_6A FIXTURE LEG. SEE WIRING DETAILS ON SHEET E3.2. • CONDUIT SCHEDULE: FT_6A: (1) 3/4" DEDICATED POWER • ELECTRICAL CONTRACTOR TO PROVIDE: UNDERGROUND CONDUIT TO FIXTURE LEG AND POWER FROM PANEL TO CONDUIT AT FIXTURE LEG. LEAVE FLEX CONNECTION ASSEMBLY COILED AND TAPED AS REQ'D UNTIL FIXTURE INSTALLATION. AFTER FIXTURE INSTALLATION PROVIDE HALF INCH TRADE SIZE FLEX CONDUIT W/ 5" BEND RADIUS TO PRE-INSTALLED J -BOX IN FIXTURE. INSTALL OWNER SUPPLIED POWER STRIP AND FINAL CONNECTION TO POWER SOURCE. SAW CUT (TRENCH) TO RECESSED FLOOR BOX UNDER DFM_F FIXTURE. SEE WIRING DETAILS ON SHEET E3.2. • CONDUIT SCHEDULE: DFM_F: (1) 3/4" GENERAL POWER, (1) 3/4" DATA • ELECTRICAL CONTRACTOR TO PROVIDE: CONDUIT AND POWER TO OWNER PROVIDED RECESSED FLOOR BOX COMPLETE WITH BRASS FLANGE AND POWER/DATA COVER PLATES. ROUTE POWER FROM PANEL TO RECESSED FLOOR BOX AND INSTALL DUPLEX RECEPTACLE WITH FINAL CONNECTION TO POWER SOURCE. PROVIDE PULL STRING FROM TELEPHONE BOARD TO RECESSED FLOOR BOX FOR CAT5E DATA CABLING AND RJ45 JACKS BY OWNER'S VENDOR. • LEGRAND WIREMOLD FLOOR BOX SPECIFICATIONS: (1) 880CS2-1 CAST IRON FLOOR BOX (1) 827T TWO GANG BRASS TILE FLANGE (1) 828SPTC BRASS DUPLEX COVER PLATE (1) 828COMTC BRASS COMMUNICATIONS COVER PLATE FLOOR BOX IS OWNER FURNISHED, GC INSTALLED. CONTACT EDSS (ENERGY DESIGN SERVICE SYSTEMS) MICHAEL NORDLOH 810.227.3377 MNORDLOH@EDSSENERGY.COM • OWNER'S VENDOR TO PROVIDE:CAT5E DATA CABLING, RJ45 JACKS AND PLASTIC GROMMET TO FIT 3/4" KNOCK OUTS IN PRE-INSTALLED BLANK DUPLEX BOX BY FIXTURE MANUFACTURER AS REQ'D. ROUTE CABLING THROUGH CASEWORK AND MAKE CONNECTIONS TO RJ45 JACKS, TYP. PEPARATE F- �p wo w 09 E cnrno 0 Liu 0 01 -LI E o wcn mm3 449 SD.EVO 2.5 00 CO rn eMN Q z O <W z Z /lift W�NQ 0D1tn mow 1--(00 raj Otia� ■ u) u) POWER FLOOR PLAN CONSULTING ENGINEER z 0 21C83,,c,E �c48 = .0 col r'q ES O ih Z 0 411 ILO n t IMI UM _. 1 IL COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. DATE: 08.19.2016 SHEET: 7 9 10 12 ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT VIA TRENCH TO SURFACE MOUNTED J -BOXES: • (1) 3/4" CONDUIT FOR DEDICATED POWER • (1) 3/4" CONDUIT FOR GENERAL POWER • (2) 1-1/4" CONDUIT FOR DATA (4 DATA + 2 FUTURE) • PROVIDE PULL STRING FROM TELEPHONE BOARD TO J -BOX FOR DATA CABLING BY OWNER'S VENDOR • (2) HUBBELL-RACO 674 HANDY BOX (2"x4", 2-1/8"D) rl Pl P'lIP-l� 1'-3" 1 II— IT 00 00 O 10 0 =�1 JB H /1 O3_ (_2T: 00 00 u od. o 1 1 1 1 11 WD -1 OR HARD FLOORING, TYP. OELECTRICAL CONTRACTOR TO PROVIDE SURFACE MOUNTED J -BOXES. SEE PLAN VIEW FOR SIZE AND QUANTITY AT EACH FIXTURE LOCATION. OELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT TO SURFACE MOUNTED J -BOXES. LEAVE FLEX CONNECTION ASSEMBLY COILED AND TAPED AS REQ'D UNTIL FIXTURE INSTALLATION. 0 ELECTRICAL CONTRACTOR TO INSTALL POWER RECEPTACLES IN PRE-INSTALLED BLANK QUADPLEX BOXES INSIDE FIXTURE, PROVIDE POWER CIRCUIT FROM PANEL TO RECEPTACLES AND PROVIDE APPROVED FLEX CONNECTION ASSEMBLY TO POWER SOURCE AFTER FIXTURE INSTALLATION. DEDICATED POWER. GENERAL POWER. ELECTRICAL CONTRACTOR TO PROVIDE PULL STRING FROM TELEPHONE BOARD TO CONDUIT STUB -UPS FOR CAT5E DATA CABLING AND RJ45 JACKS BY OWNER'S VENDOR. O$ OWNER'S VENDOR TO PROVIDE CAT5E DATA CABLING, RJ45 JACKS AND PLASTIC GROMMET TO FIT 3/4" KNOCK OUTS IN PRE-INSTALLED BLANK DUPLEX BOXES INSIDE FIXTURE AS REQ'D. ROUTE CABLING THROUGH CASEWORK AND MAKE CONNECTIONS TO RJ45 JACKS, TYP. O9 9-114"x18-7/8" ACCESS PANEL IN BASE OF FIXTURE. EC TO COORDINATE LOCATION OF J -BOXES INSIDE THIS AREA WITH FIXTURE MANUAL. 10 TOE KICK PASS THRU FOR CONDUCTOR/DATA FEEDS. G1 CP_1 (CASH POD) G6 CP 1 TYPICAL SECTION G8 CP_1 (CASH POD G11 SHEET NOTES 1" = 1'-0" PLAN VIEW 1" = 1'-0" SECTION VIEW 1" = 1'-0" SECTION VIEW ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT VIA TRENCH TO SURFACE MOUNTED J -BOXES: • (1) 3/4" CONDUIT FOR DEDICATED POWER • (1) 3/4" CONDUIT FOR GENERAL POWER • (3) 1-1/4" CONDUIT FOR DATA (8 DATA + 4 FUTURE) • PROVIDE PULL STRING FROM TELEPHONE BOARD TO FLOOR BOX FOR DATA CABLING BY OWNER'S VENDOR • (2) HUBBELL-RACO 674 HANDY BOX (2"x4", 2-1/8"D) iP1 r1P'l;"lI T1 1 ?i H 1'-3" - —1-_- I I 11 I I I ;F ( - 1 � __-� ; 1; ;r� 0 0 ; E 0 0 0 i., 0 o % ;� / --_, H ,o__--, b. ® ; ; ; II 011 ��1 ©©11 I -9' ' ' 97i � X2 iii • 00 � II id t_1/(7 _I 41 �1f Ix2 1 1 11 11 ��I 1i�, H -.v ,-,I,- �___ i� X �._ Ix� =1 1 I 1� 0 I I I 11 I II ..‘":1 •,-. ti 1�i�1 J;� /.1641C -h. `RIF/ A: I 1 I1 I I 11 I f_I ____ 1 I _.._ ___ __ . __ ___ ___ L� L_ ___.. _ _._. -. __ ___ __ ___ -_ _- uu _ II II I 11111 II it I I I 1 I II II I 11111 II II I m n n n 44 . • A4 du 000 El CP_1 + CP_1 (CASH POD + CASH POD E7 CP_1 + CP_1 (CASH POD + CASH POD 1" = 1'-0" PLAN VIEW 1" = 1'-0" SECTION VIEW ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT VIA TRENCH TO SURFACE MOUNTED J -BOXES: • (1) 3/4" CONDUIT FOR DEDICATED POWER • (1) 3/4" CONDUIT FOR GENERAL POWER • (4) 1-1/4" CONDUIT FOR DATA (12 DATA + 4 FUTURE) • PROVIDE PULL STRING FROM TELEPHONE BOARD TO FLOOR BOX FOR DATA CABLING BY OWNER'S VENDOR • (2) HUBBELL-RACO 674 HANDY BOX (2"x4", 2-1/8"D) n Pl f''1P' P"�ri x2 II 0 ; 1; ;r� 0 0 ; E 0 0 0 i., 0 o % ;� / 1 I �- ' • uu _ II II I 11111 II it I I I 1 I II II I 11111 II II I m n n n 44 . • A4 du 000 El CP_1 + CP_1 (CASH POD + CASH POD E7 CP_1 + CP_1 (CASH POD + CASH POD 1" = 1'-0" PLAN VIEW 1" = 1'-0" SECTION VIEW ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT VIA TRENCH TO SURFACE MOUNTED J -BOXES: • (1) 3/4" CONDUIT FOR DEDICATED POWER • (1) 3/4" CONDUIT FOR GENERAL POWER • (4) 1-1/4" CONDUIT FOR DATA (12 DATA + 4 FUTURE) • PROVIDE PULL STRING FROM TELEPHONE BOARD TO FLOOR BOX FOR DATA CABLING BY OWNER'S VENDOR • (2) HUBBELL-RACO 674 HANDY BOX (2"x4", 2-1/8"D) n Pl f''1P' P"�ri x2 II x2 � .- 11 .�411. ".� 11 I 1 1 I �- ' • 1 II ® �2 iglu 1I _, t_1/(7 _I 41 �1f i ! ■l 00 I 1 I �� 1 1 ��I 1i�, H -.v Ix� =1 1 I 1� a,� I _ 1�i�1 J;� :; X l! .—_�I,C2 �`,� 0 1 I1 I I 11 I f_I ____ 1 I _.._ ___ __ . __ ___ ___ L� L_ ___.. _ _._. -. __ ___ __ ___ -_ _- 11 ` --_Ll� II I I I I 1.1_- �___. _— __ _.__ —___ 1 ----- �� N I -.._ L II MINII 11 1 I I g ®: ®®� 11 L - _— J- ___ ____ -_ _ _-_ __- !_I _7 ®® ®® a 1 u 4 4,, n n 4 . 0 0 0 I0 0 3•N 0 ,du0000 4.4 r -t I1 II 1 I -II-`11""1 -1 1111 II II I I� - I-1-1 1-11-11--I —l - I I t n 4 • C1 CP_1 + CP_1 + CP_ADA (CASH POD + CASH POD + ADA POD) C7 CP_1 + CP_1 + CP_ADA (CASH POD + CASH POD + ADA POD) 1" = 1'-0" PLAN VIEW = 1'-0" SECTION VIEW W E�w L N LU Qmo mzpccit um 013 - 06:40PM 1 4 6 7 9 10 RECEIVED CITY OF TUKWILA NOV 02 2016 1— C0 w 0 Luc co E (/) Q) o rn -0 lJ O wp I N I o w -� cv NOD CONSULTING ENGINEER 449 SD.EVO 2.5 CO CO J ■N Q Z Nalior W Z �z=d'< a� ■ Otico rn co rn z 0 F. op c'n o R E 8 0 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 08.19.2016 SHEET: 1/4" = 1'-0" HO 320104759 E3.1 2 a 0 0 tV w co Ch N � EE�y LL h'CN w}< mo 449 SD.EVO 2.5 w p w 0 E V) V, U .L� 0) O 11.1 Lir 0(0]00 Nm 3 00 CONSULTING ENGINEER ■ 0 z 0 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003, The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. co Csci O DATE: 08.19.2016 SHEET: HO E3.2 1 I 2 1 3 1 4 5 1 6 7 1 8 1 9 1 10 11 1 12 1 I ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND OWD -1 OR HARD FLOORING, TYP. OELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT TO FIXTURE LEG. OELECTRICAL CONTRACTOR TO PROVIDE HALF INCH TRADE SIZE FLEX CONDUIT W/ 5" BEND RADIUS TO PRE-INSTALLED J -BOX IN FIXTURE. O4 PRE-INSTALLED J -BOX BY FIXTURE MANUFACTURER FOR CONNECTION TO POWER SOURCE BY ELECTRICAL CONTRACTOR AFTER FIXTURE INSTALLATION. O ELECTRICAL CONTRACTOR TO INSTALL OWNER SUPPLIED POWER STRIP AND FINAL CONNECTION TO POWER SOURCE AFTER FIXTURE INSTALLATION. CONDUIT VIA TRENCH TO FIXTURE LEG WITH BEND RADIUS AND APPROVED FLEX CONNECTION ASSEMBLY FROM CONDUIT TO PRE-INSTALLED J -BOX SURFACE MOUNTED INSIDE FIXTURE. • (1) 3/4" CONDUIT UNDER SLAB FOR POWER • (1) APPROVED FLEX CONDUIT CONNECTION ASSEMBLY TO J -BOX FOR POWER ----- ----- --____.---1 --_ �--' _ I - --t 1 ► - -- - -- - JB O O 0 = EQ EQ 0 © O 0 w r I 0 0 1 c\ J c \J ° I-{ ° 4 d 4. 4 �e < v 4 0 1-- ''--------- ' 2O C -2L-' ti G1 FT 6A (FEATURE TABLE) G5 FT_6A (FEATURE TABLE) G7 FT_6A (FEATURE TABLE) G1 1 FT6A KEY NOTES 1" = 1'-0" PLAN VIEW 1" = 1'-0" SECTION VIEW 1" = 1'-0" SECTION VIEW u. P, P1 11 11 11 11 W ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT FLOOR • • • VIA TRENCH TO OWNER PROVIDED RECESSED BOX. (1) 3/4" CONDUIT UNDER SLAB FOR POWER (1) 3/4" CONDUIT UNDER SLAB FOR DATA PROVIDE PULL STRING FROM TELEPHONE BOARD TO FLOORBOX FOR FUTURE CAT5E DATA CABLING BY OWNER'S VENDOR LEGRAND • • • WIREMOLD FLOOR BOX SPECIFICATIONS: (1) 880CS2-1 CAST IRON FLOOR BOX (1) 827T TWO GANG BRASS TILE FLANGE (1) 828SPTC BRASS DUPLEX COVER PLATE H 1 1 i d W p • (1) 828COMTC BRASS COMMUNICATIONS COVER PLATE H - FLOOR CONTACT MICHAEL 810.227.3377 MNORDLOH@EDSSENERGY.COM BOX IS OWNER FURNISHED, GC INSTALLED. \..; EDSS (ENERGY DESIGN SERVICE SYSTEMS) NORDLOH 3 �' 3 \ w W �,,-- DIGITAL MONITOR --"e EQ EQ / / q 0 C7 DFMF (DIGITAL FRONT MALL) 1" = 1'-0" PLAN VIEW O WD -1 OR HARD FLOORING, TYP. O2 ALUMINUM EXTRUDED FIXTURE BY OWNERS VENDOR. O3 ELECTRICAL CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT TO FIXTURE LOCATION. 04 ELECTRICAL CONTRACTOR TO PROVIDE POWER TO OWNER PROVIDED RECESSED FLOOR BOX COMPLETE WITH BRASS FLANGE AND POWER/DATA COVER PLATES. ROUTE POWER FROM PANEL TO RECESSED FLOOR BOX AND INSTALL DUPLEX RECEPTACLE WITH FINAL CONNECTION TO POWER SOURCE. PROVIDE PULL STRING FROM TELEPHONE BOARD TO RECESSED FLOOR BOX FOR CAT5E DATA CABLING AND RJ45 JACKS BY OWNER'S VENDOR. 05 OWNER'S VENDOR TO PROVIDE CAT5E DATA CABLING, RJ45 JACKS AND PLASTIC GROMMET TO FIT 3/4" KNOCK OUTS IN PRE-INSTALLED BLANK DUPLEX BOX BY ELECTRICAL CONTRACTOR AS REQ'D. ROUTE CABLING THROUGH CASEWORK AND MAKE CONNECTIONS TO RJ45 JACKS, TYP. C RECEIVED TY OF TUKWILA NOV 02 2016 m 0 4 5 0 68S 5„ RMIT CENTER O© Q d a O © 0 SEPARATE PERMIT 3 D A7 DFM F KEY NOTES Al 0 DFM F (DIGITAL FRONT MALL S„tt ` tiJ i - tR b 1".1.-0” SECTION VIEW 1 I 2 1 3 1 4 1 5 6 7 1 8 1 9 10 1 11 449 SD.EVO 2.5 w p w 0 E V) V, U .L� 0) O 11.1 Lir 0(0]00 Nm 3 00 CONSULTING ENGINEER ■ 0 z 0 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003, The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. co Csci O DATE: 08.19.2016 SHEET: HO E3.2 • o 0 wwo VdZN ce _ co • co wry Qmo 449 SD.EVO 2.5 I— (0 O w �c0 E v.) o 0 0ODto LLI= 0 oNI w Nm 3 ® J z cJ\< O � <Et .7.0 Is [1.2 thww < rr ,, mow— 0 v,cV,I-- CONSULTING ENGINEER REVISIONS COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. tinder such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. N 0 DATE: 08.19.2016 SHEET: E4 1 2 , 3 l 4 1 5 1 6 1 7 , 8 1 9 1 10 1 11 1 12 EXISTING PANEL A Service: 120/208 Volts Mains: 225 Amp 3 Phase 4 Wire Cabinets: Surface Mounted 200A MCB Total Watts: 50,721 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM 1 EXMICROWAVE REC 1200 12 1/20 X 10204 2 3 EX COFFEE MAKER REC 360 12 1/20 X 3/100 1 EX PANEL B 9844 ' 4 LD 5 EX REFRIGERATOR REC 700 12 1/20 X 9580 6 LD 7 DFM, DS, BFM, SCP REC 900 12 1/20 X 1/20 12 LTG -CLOUD 315 8 LCP 9 EX MANAGERS DESK REC , 360 12 1/20 X 1/20 12 LTG - GENERAL 44 10 LCP 11 SPARE 1/20 X 1/20 12 LTG - STOREFRONT 55 12 LCP 13 EXELEC RM DED GFCI 180 12 1/20 X 1/20 12 EX BOH LTC / EF -1 540 14 15 EX CART 180 12 1/20 X 1/20 12 EX SIGN 1200 16 TC — = 17 EX BOH REC /`EF -2 `' 460 12 1/20 X 1/20 12 LTG - WALL DISPLAY 231 18 LCP 19 EXELEC RM DED REC 180 12 1/20 X 1/20 12 EX SHOW WINDOW REC 1200 20 LD 21 EXTELE BOARD REC 720 12 1/20 ' X 1/20 12 €X LED WALL REC 720 " 22 LD 23 EX QUEST REC 180 12 1/20 ' X 1/20 12 LTG - EMERGENCY 178 24 LD 25 WALL REC PLAN NORTH 1260 12 1/20 X 1/20 12 LCP 200 26 27 WALL REC PLAN WEST/S 1440 12 1/20 X 1/20 12 INVERTER 350 28 LD 29 WALL REC PLAN SOUTH 1440 12 1/20 X 1/20 12 CP_1 POS REC 360 30 DED DED 31 CP_1 POS REC 360 12 1/20 X 1/20 12 CP_1 POS REC 360 32 DED DED 33 CP_1 POS REC 360 12 1/20 X 1/20 12 EXQUESTLTG PANEL 200 - 34 35 CP_1+CP ADA GEN REC 1440 12 1/20 X 1/20 12 CP_1 GEN REC 1080 36 37 60 X 1/20 12 FT 6A REC 720 38 DED LD 39 TVSS 60 12 3/20 X 1/20 12 EX LED WALL REC 720 40 LD 41 60 X 1/20 12 GENERAL REC 720 42 REMARKS (LCP) LIGHTING CONTROL PANEL (TC) EXISTING TIME CLOCK / QUEST (EX) EXISTING CIRCUIT TO REMAIN (LD) LOCK -ON DEVICE (DED) DEDICATED GROUND ALL BREAKERS TO BE 20A BOLT CONTROL -ON UNLESS NOTED OTHERWISE TOTAL LOAD PHASE 'A' 17679 TOTAL LOAD PHASE 'B' 16558 TOTAL LOAD PHASE 'C' 16484 TOTAL LOAD ALL PHASES 50721 WATTS 140.89 AMPS 0 EXISTING PANEL B Service: 120/208 Volts Mains: 100 Amp 3 Phase 4 MLO Wire Cabinets: Surface Mounted Total Watts: 29,628 NEMA 1 — w REM CKT DESCRIPTION WATTS WIRE BKR A _ B C BKR WIRE DESCRIPTION WATTS CKT REM 1 6000 X 2150 6 EX CU 3484 2 HR 3 EXAHU-1 6000 6 3/50 X -1 3484 4 HR 5 6000 X 1/30 10 EX WATER HEATER 2500 6 LD DED 7 CP_1 POS REC 360 12 1/20 X 1/20 12 CP_1 POS REC 360 8 DED DED 9 CP_1 POS REC 360 12 1/20 X 1/20 SPARE 10 11 CP 1 GEN REC 720 12 1/20 X 1/20 12 EX HVAC REC_ ' 12 13 SPACE X SPACE _ 14 REMARKS (LCP) LIGHTING CONTROL PANEL (EX) EXISTING CIRCUIT TO REMAIN (LD) LOCK -ON DEVICE (DED) DEDICATED GROUND (HR) HACR RATED CB ALL BREAKERS TO BE 20A BOLT TOTAL LOAD PHASE 'A' 10204 TOTAL LOAD PHASE 'B' 9844 TOTAL LOAD PHASE 'C' 9580 TOTAL LOAD ALL PHASES 29628 WATTS 82.30 AMPS -ON UNLESS NOTED OTHERWISE W ELECTRICAL LOAD SUMMARY 120-208 3PH - 4W LOAD DESCRIPTION CONNECTED LOAD (WATTS) DEMAND FACTOR DEMAND LOAD (WATTS) DEMAND LOAD (AMPS) LIGHTING 1363 t25 1704 RECEPTACLES 19760 NOTE #1 14880 WATER HEATERS 2500 1.25 3125 0 SIGNAGE 1200 1.25 1500 MISC. 930 1.00 930 HVAC 24968 NOTE #2 31210 TOTAL 50721 53349 148 NOTES: 1. 100% OF FIRST 10,000 WATTS , PLUS 50% OF REMAINING LOAD. 2. 100% OF A/C LOAD, PLUS 25% OF HIGHEST LOAD. EXISTING VS NEW DEMAND LOADS T -MOBILE AMPS EXISTING DEMAND LOAD PER PREVIOUS TENANT DRAWINGS DATED 6.24.2009 150 _ o PROPOSED DEMAND LOAD 148 NOTE: THE TOTAL DEMAND LOAD FOR THE T -MOBILE SPACE HAS BEEN REDUCED BY 2 AMPS. Cl PANEL SCHEDULES NTS EXAMINATION OF PREMISES/FIELD CONDITIONS: 1. GENERAL CONTRACTOR TO VERIFY ALL METERING 5. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY DIAGRAM BASED ON INFORMATION AVAILABLE AT TIME OF DESIGN. FIELD VERIFY ALL CONDITIONS (E)3P/60AMP NOTE REGARDING EXISTING PRIOR TO ROUGH -IN. REQUIREMENTS WITH LANDLORD AND UTILITY PRIOR TO PROPERLY BALANCE ALL BRANCH CIRCUITS DESIGN DRAWINGS ARE SCHEMATIC. ONCE ONSITE GENERAL CONTRACTOR IS TO START OF CONSTRUCTION. BETWEEN THE PHASES OF THE SYSTEM. REGARDLESS TO INSPECT EXISTING FIELD CONDITIONS AND FAMILIARIZE HIMSELF WITH ANY OF THE CIRCUITING INDICATED. CONTACT ENGINEER IF CONDITIONS ARE DIFFERENT THAN AS SHOWN PRIOR TO COMMENCING WORK TENANT DISCONNECT J (E) AHU-1 @ AHU-1 L CONDITIONS THAT MAY AFFECT HIS WORK IN ANY MANNER PRIOR TO START 2. CONTRACTOR TO VERIFY EXACT DISTANCE AND OF CONSTRUCTION. ROUTING OF SERVICE FEEDERS FROM LANDLORD 6. "ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS SPACE (E)2P/60AMP I s L DISCONNECT JJ (E) CU -1 DISTRIBUTION/SERVICE ENTRANCE EQUIPMENT TO OTHERWISE APPROVED BY AUTHORITY HAVING IF THE GENERAL CONTRACTOR FINDS THAT THAT THERE ARE DISCREPANCIES TENANT SPACE. JURISDICTION." (E)(4)#3/0 THWN, (1)#4 GND, 2"C. @ CU_2 #10 GND, BETWEEN THE EXISTING CONDITIONS AND THE INFORMATION SHOWN ON THESE DRAWINGS, GC IS TO NOTIFY THE TENANT'S REPRESENTATIVE ANDIN ARCHITECT OF THOSE DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 3. PROVIDE COMPLIANCE WITH NEC 110.26 "SPACES 7. GENERAL CONTRACTOR SHALL VERIFY ANY THIRD p 3P/200A DISC. C (E)(3)#6, 3/4" C. FOR AHU-1 ABOUT ELECTRICAL EQUIPMENT" PARTY INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION PRIOR START OF CONSTRUCTION. RFI SHALL BE SUBMITTED FOR ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 4. PROVIDE COMPLIANCE WITH NEC 408.4 "CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION" NOTE REGARDING ELECTRICAL DISTRIBUTION SYSTEM: (E) I W/ 200A FUSES I CONTRACTOR TO VERIFY ALL— METERING REQUIREMENTS 1 WITH LANDLORD AND — I I r^� EXIST J (E)(2)#6, #10 GND, I —CID IN 3/4" C. FOR CU -2 1 — (N)LIGHTING r 1 E CONTROL I I 1 1 THE ELECTRICAL RISER DIAGRAM INDICATED HAS BEEN PROPERLY DESIGNED UTILITY PRIOR TO BID. ( M 111_1 200AS I /J �OOA J PANEL. LCP EXIST I I EXIST PANEL PANEL AND MEETS ALL L� I "A" "B" RECEIVED TO ACCOMMODATE TENANT'S POWER REQUIREMENTS THWN, (N)(3)#12, (1)#12 APPLICABLE BUILDING CODES. IT IS THE RESPONSIBILITY OF THE GC TO (E) (4)#3/0 (1)#4 GND, 2"C. - l GND, 1/2"C. i 208/120V I 208/120V CITY OF TUKWILA VERIFY ALL EXISTING CONDITIONS AND DETERMINE IF ANY EXISTING FOR REUSE IN THE SYSTEM PRIOR TO I EXISTING NEMA 3R WIREWAY I TVSS 1- EQUIPMENT AND WIRING IS SUITABLE START OF CONSTRUCTION. — T J L — J -I L J NUV 02 2016 1-- I T — - _ — ELECTRICAL CONTRATCOR SHALL PERFORM ALL WORK NECESSARY TO RESULT IN A COMPLETE AND LEGAL INSTALLATION INCLUDING THE UPGRADING AND/OR MODIFICATION OF THE EXISTING SERVICE FEEDERS, TO PROPER POINT OF ORIGIN AS 1_— (E) GROUNDING I - ELECTRODE GRADE LEVEL I L J (E)(4)#1 THWN, PERMIT CENTER (1)#6 GND, 1-1/4"C. CONDUITS AND TAP -INS EXTENDED COORDINATED WITH THE LANDLORD. I TO UTILTY [_- J TRANSFORMER) — SEPARATE Al GENERAL NOTES A7 ONE—LINE DIAGRAM NTS NTSfi? �1& 1 2 3 1 4 1 5 1 6 7 1 8 1 9 1 10 11 f. r 449 SD.EVO 2.5 I— (0 O w �c0 E v.) o 0 0ODto LLI= 0 oNI w Nm 3 ® J z cJ\< O � <Et .7.0 Is [1.2 thww < rr ,, mow— 0 v,cV,I-- CONSULTING ENGINEER REVISIONS COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. tinder such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. N 0 DATE: 08.19.2016 SHEET: E4 o O WWo vZgi cc� I- N MCOO IZQn 449 SD.EVO 2.5 I—to W 0 w IYco E (n0) 0 U Lij 03 0 E CO 'I CO cnW 3 � CO3 07; REVISIONS CONTROLS COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an ('architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and/or monetary liability. DATE: 08.19.2016 SHEET: SCALE: 1/4" =11-0" DRAWN BY: E5 1 I 2 1 3 I 4 I 5 1 6 1 7 1 8 1 9 1 10 1 11 I 12 LIGHTING SYSTEM FUNCTIONAL TESTING C408.3.1 Functional testing. Prior to passing final inspection, the certified commissioning professional shall provide evidence that the lighting control systems have been tested to ensure that control hardware and software are calibrated, adjusted, programmed and in proper working condition in accordance with the construction documents and manufacturer's instructions. Written procedures which clearly describe the individual systematic test procedures, the expected systems' response or acceptance criteria for each procedure, the actual response or findings, and any pertinent discussion shall be followed. Functional testing shall comply with Section C408.3.1.2 for the applicable control type. C408.3.1.2 Time switch controls. Where automatic time switches are provided, the following procedures shall be performed: 1. Confirm that the automatic time switch control is programmed with accurate weekday, weekend and holiday schedules, and set-up and preference program settings. 2. Provide documentation to the owner of automatic time switch programming, including weekday, _ = _ O weekend, holiday schedules and set-up and preference program settings.365 CONTACT CLOSURE DAY, FROM SECURITY PANEL 3. Verify the correct time and date in the time switch. CONTROL FUNCTION ASTRONOMICAL NO,, TYp, TIMECLOCK RELAY #, TYP. ❑ ❑ 4. Verify that any battery backup is installed and energized. SALES STOREFRONT to SALES WALL DISPLAY 00 ° R1 R2 2 Verify that the override time limit is set to not more than two hours. SALES GENERAL EN5. a0 ❑ ❑ ❑ SPARE ©0 R3 R4 ° C [ 0 6. Simulate occupied conditions. Verify and document the following: SALES CLOUD *II RELAY, TYP. SPARE 00 ° R6 ° K 0 - PROVIDE JUMPER I 6.1 All lights can be turned on and off by their respective area control switch. SPARE 7 BETWEEN RELAYS, SPARE 0 ° R7 R8 TYP. ° EO 6.2 The switch only operates lighting in the enclosed space in which the switch is located. LL _, tt.l 7. Simulate unoccupied condition. Verify the following: 7.1 All nonexempt lighting turns off. 7.2 Manual override switch allows only the lights in the enclosed space where the override switch is located to turn on or remain on until the next scheduled shut off occurs. 8. Additional testing as specified by the certified commissioning professional. NEUTRAL AC UTILITY (LINE) LIGHTING LOAD -�. NEUTRAL AUTOMATIC LIGHTING CONTROL SYSTEM MASTER RELAY PANEL (LCP) TYPICAL OF DOUGLAS L TEPAKIGHTING WPAK-3351CONTROLS* 120/277 8 -RELAY PANEL (FURNISHED THROUGH LIGHTING VENDOR) SEE PLANS FOR LOCATION. GROUND LIGHTING CONTROL SCHEMATIC SWITCHED OUTPUT n NTS SWITCH ° n ° o 0 SWITCHED SIGNAL DEVICE 0 00 00 0 8 o GROUND ®� 1 GROUND — i 11 C ° (-�1�•; ° - a NEi= UTRAL 4 N. Off 6 SWITCHED ° ° O `�' ° ° H / GENERAL LTS ACCENT LTS °�-� H J13 AC UTILITY NEUTRAL U D ® I 1 GROUND DODO ° 1. SWITCH ENABLES AUTOMATIC CONTROL OF ALL 1. SWITCH ENABLES AUTOMATIC CONTROL OF ALL UTILITY ,® o o, GENERAL LIGHTING DURING STORE HOURS. ACCENT LIGHTING DURING STORE HOURS. INPUT ®° 2. LIGHTS SHALL BUNK 5 MINUTES PRIOR TO 2. PRESS ON/OFF TO PROVIDE OVERRIDE OF LIGHTS. AUTOMATICALLY TURNING OFF. PRESS ON/OFF TO LIGHTING CONTROL PROVIDE OVERRIDE OF LIGHTS. 1. THE LIGHTING IN EACH ENCLOSED ROOM (TELCO, INVENTORY, MEN'S RESTROOM, WOMEN'S RESTROOM) SHALL BE SWITCHED DIAGRAM WITH CIRCUIT BREAKER 3. ALARM CONDITION FROM ADT SECURITY SYSTEM TURNS ON ALL GENERAL LIGHTING. LIGHTS WILL o CONTROLLED BY LOCAL OCCUPANCY SENSOR(S). REMAIN ON UNTIL MANUALLY TURNED OFF. 2. THE REMAINDER OF THE LIGHTING SHALL BE CONTROLLED VIA AUTOMATIC LIGHTING CONTROL SYSTEM AND SHALL INCLUDE A 365 DAY ASTRONOMICAL TIMECLOCK. THE TIME CLOCK SHALL HAVE A NON-VOLATILE PROGRAM MEMORY. DIMMER UTILITY AC EACH LIGHTING CONTROL RELAY SHALL HAVE AN INTEGRAL OVERRIDE SWITCH THAT ALLOWS FOR INDEPENDENT OVERRIDE. 3. THERE SHALL BE TWO ON/OFF SWITCHES (CONTROL FUNCTIONS) FOR THE AUTOMATIC LIGHTING CONTROL SYSTEM, RELAY RATING: 18 -AMPS MAXIMUM J2-5SWITCHED • DEFINED BELOW: - L_ J2 NOR. OFF LIGHTING LOAD 0 GENERAL LIGHTING FUNCTION (MANUAL ON/SCHEDULED OFF) OPTIONAL NOR. oN oc6 I- A. SWITCH SHALL CONTROL ALL GENERAL LIGHTING LOCATED IN THE SALES AREA AND BACK OF HOUSE (BOH). WHEN PRESSED TO THE ON POSITION, ALL LIGHTING SHALL BE ENERGIZED. ONCE ENERGIZED, THE LIGHTING CONTROL PC BOARD#404125 PROVIDE ENGRAVED PLACARD ABOVE EACH SYSTEM SHALL AUTOMATICALLY DE -ENERGIZE ALL LIGHTING AT STORE CLOSE, UNLESS SWITCH IS PRESSED TO THE OFF POSITION PRIOR TO STORE CLOSE. B. SWITCH SHALL ALSO OPERATE AS A TIMED OVERRIDE. WHEN PRESSED TO THE ON POSITION BEYOND STORE CLOSE, ALL LIGHTING SHALL BE ENERGIZED FOR A MAXIMUM DURATION OF 2 HOURS. • LIGHTING LOAD WILL BE FULLY ILLUMINATED UPON UTILITY FAILURE. SWITCHED WIRING WITH DIMMER SALES FRONT SALES GEN SALES GEN SALES WALL DISPLAY B L SWITCH. — U C. ALL LIGHTING SHALL BE PROGRAMMED WITH BLINK FUNCTION; 5 MINUTES PRIOR TO AUTOMATIC SHUTOFF. 2O ACCENT LIGHTING FUNCTION (MANUAL ON/SCHEDULED OFF) I. �� .I �—n N N K MOMENTARY RELAY -DIRECT ON/OFF BUTTON A. SWITCH SHALL CONTROL ALL ACCENT, FIXTURE (CASEWORK), SIGNAGE, AND SHOW WINDOW LIGHTING. WHEN PRESSED TO THE ON POSITION, ALL LIGHTING SHALL BE ENERGIZED 30 MINUTES PRIOR TO STORE OPENING.DIAGRAM MINI I T WIRING STOREFRONT GENERAL CLOUD ACCENT ONCE ENERGIZED, THE LIGHTING CONTROL SYSTEM SHALL AUTOMATICALLY DE -ENERGIZE ALL LIGHTING AT STORE CLOSE, UNLESS SWITCH IS PRESSED TO THE OFF POSITION PRIOR TO STORE CLOSE. B. SWITCH SHALL ALSO OPERATE AS A TIMED OVERRIDE. WHEN PRESSED TO THE ON POSITION BEYOND STORE CLOSE, ALL LIGHTING SHALL BE ENERGIZED FOR A MAXIMUM DURATION OF 2 HOURS. NTS DOUGLAS 0 SECURITY LIGHTING FUNCTION (AUTOMATIC ON/MANUAL OFF) DESCRIPTION CONTROL FUNCTION WSR-8711 (1 -BUTTON) LOW VOLTAGE A. ALARM CONDITION FROM SECURITY SYSTEM SHALL ENERGIZE ALL GENERAL LIGHTING, LIGHTING SHALL REMAIN ENERGIZED UNTIL MANUALLY DE -ENERGIZED. 4. THREE PROGRAMMED TIMED SET POINTS SHALL BE SET FOR THIS SYSTEM. o E SALES GENERAL LIGHTING O OVERRIDE SWITCH m A. STORE OPEN B. STORE CLOSE z DOUGLAS WSR-8711 SWITCH: C. 30 MINUTES PRIOR TO STORE OPENING 5. VERIFY ALL TIMED SET POINTS WITH OWNER AND ADJUST ACCORDINGLY PER MFG RECOMMENDATIONS. SALES ACCENT LIGHTING Q PROVIDES MOMENTARY RELAY -DIRECT FUNCTIONALITY FOR CONTROL OVER RELAYS IN THE LCP THROUGH A LOW VOLTAGE DIODE PULSE THAT IS SENT ALONG THE SWITCH SIGNAL LEG 6. A DAYLIGHTING SWITCH WILL BE IMPLEMENTED AS REQUIRED BY ENERGY CODES. 7. INITIAL PROGRAMMING OF THIS SYSTEM SHALL BE PERFORMED BY THE INSTALLING CONTRACTOR, PER MFG. RECOMMENDATIONS. * EXTERIOR SIGNAGE 2 WHEN THE MOMENTARY SWITCH IS PUSHED. THIS PULSE WILL OPEN OR CLOSE THE RELAY, WHICH IN -TURN CONTROLS THE LIGHT(S). DOUGLAS 8700 SERIES FACEPLATES AVAILABLE IN 1 GANG, 3 GANG & 5 GANG. Q NOTE: ALL LIGHTING FOR THIS PROJECT SHALL BE WIRED TO OBTAIN THE ABOVE CONTROL SYSTEM DESCRIPTIONS. COORDINATE PROGRAMMING OF AUTOMATIC LIGHTING CONTROL SYSTEM WITH MFG. PRIOR TO INSTALLING. SWITCH SHALL BE PROGRAMMED FOR A MAXIMUM OPERATION OF 2 HOURS WHEN ACTIVATED BEYOND STORE CLOSE. RECEIVE(? CITY OF TUKWILA LIGHTING CONTROL/HVACU F OPERATION LIGHTINGTOL FUNCTION NOV 02 2016 T IX SWITCHBANK DETAIL NTS PERMIT CENTER NTS NTS SEPARATE Al CONTROL NOTES A5 CONTROL DETAILS APPROVAL 1RED 1 1 2 3 1 4 51 6 71 8 9 1 10 11 12 gal 449 SD.EVO 2.5 I—to W 0 w IYco E (n0) 0 U Lij 03 0 E CO 'I CO cnW 3 � CO3 07; REVISIONS CONTROLS COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an ('architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and/or monetary liability. DATE: 08.19.2016 SHEET: SCALE: 1/4" =11-0" DRAWN BY: E5 5 7 10 11 12 o r O 0 LY W;s az tea• o co wr QinO ZOO Al ENERGY CALCULATIONS Inte - htln Sur ,uw � ;G f B " x,.SU �T� M 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and alt R1 Revised Jan 2014 Project Info Compliance formsdo requires password to use. - instructional and calculating cells are write - protected. Project Address 977 Southcenter Mall Date 8/26/2016 Space #244 For Budding Department Uso Tukwila, WA 98188 Applicant Name: T -Mobile Applicant Address: Applicant Phone: Project Description Sales ❑ Plans Included ❑ Now Building ❑ Addition ' Alteration 1133 Lighting Compliance Path c Lighting Power Density Calculations C Total Building Performance Q Gear (If Total Building Performance then one yL GT -Cbl K is required.) Lighting Power Allowance Method Selection required to enable LPA forms t Budding Area Method Iiip, Spaco•By-Space Method t Clear Interior Lighting System Description Briefly describe lighting system type and features. Interior sales floor renovation including new sales floor lighting fixtures, new lighting control panel and em ergencyinverter. Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies w sth all applicable provisions as standalone project Addition area is combined w ith existing budding lighting systems to demonstrate compliance w Ili all applicable provisionsperC101.4.3 Provido Building Aron Method (LTG-iNT-BLD) or Space -By -Space Method (LTG-iNT-SPACE) Compliance Form_ Document maximum allowed and proposod (including existing if applicable) lighting wattage of Addition or Change of Use space. Provido applicable lighting controls per C405.2 and commissioning of hghtrng controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ItZ 60% or more of luminaires in space replaced - Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG-iNT-SPACE) Compliance Form. Document MAXIMUM allowed clottage within the lighting retrofit space in Maximum Allotted Wattage table and proposed (including existing) lighting clottage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separatelyusing multiple forms. Less than 60°0 of luminaires in space replaced Provide a separate Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document oxisting foto/ auo within s Ilalir tin retrofit space in cell provided in the Maximum Allotted Wattage table. Doc r t proposed (including existing) lighting g wattage in the Proposed Wattage table. Lamp and/or ballast replacement w ithin ex sting luminaires only - existing total interior budding w attage not increased New wiring installed to servo added fixtures and/o r fixtures relocated to now circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and coninissioning of lighting controls per C405.13 Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; lighting panel lighting controls as noted for Now Wiring, automatic limo switch controls (C405.2.2.1), and commissioning of per C405.13. W New or moved Provido alt applicable lighting controls ❑ Space is reconfigured -luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per 0405.13. Na chanes aro being made to the intoriori. lighting and space use not changed. 9 g g g p 9 Interior S11 Space -By -Space TG -INT -SPACE 2012WoshingtanStaleEnergyCodoComplianceForrster Comrnercralincliscling112:.FI3over3sloriesandellRl Revised Jan 21)14 Project Address 977 Southcenter M all Date 8/26/2016 Lighting Alterations, Renovations & Building Additions 0 Less than 60°c (#), 60% or more 0 Stand alone 0 Addition 0 Clear fixtures replaced fixtures replaced bldg. addition combined w /exist Notes: a. Lighting fixtures in a building addition rnaycomplyas a stand atone projector theyrnay be combined tvith the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, protide Space Types and gross interrorareas in the Maximum Allowed Lighting tab le. 110 huilicingaddition wrllcomplyascort►binod tl4tlt the overall existing b ui/King. include alt applicable existing Space Types and g Toss inferior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures w ll be replaced, provide total existing lighting wattage (prior to retrofit) in rho space provided ii►the Maximum Allowed Lighting toblo For Budding Department Use Maximum Allowed Lighting Wattage Location (plan #, room #) Space Typo* Allow ed Watts per ft2 Gross Interior Area in ft2 Watts Allow od (watts/ft2 x aria) Sales Derail: Sales area 1.68 1133 1903 Sales ML3 Triple Head LED 11 33 363 Sales EX-FF1 Orr DIA Fluorescent 5 63 315 C405.2.2.1 Automatic time sw itch controls and override sw itching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; e2, EL Indicate locations of override sw itches on plans and the areas served, include area sq. ft.; Atrium" Enter Height: Indicate locations w here automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) E2, E5 Existing Lighting EnterExist. Watts: C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors Retail Display Allowance from LTG -INT -DISPLAY " Select Table C405,5,2(2) categoryfrorndrop down menu. " For atriums, indicate height. Allowed tentage for first 40 feet is 0 03 W/lt lit , above 40 feet is 0.02 WM. ht. Proposed Lighting Wattage Total Aron Allow od Waits 1133 1 1903 Location (plan #, room#) Fixture Description"" Number of fixtures Watts/ Fixture Watts Proposed Sales MLI Single Head LED 5 11 55 Sales M L2 Dual Head LED 4 22 88 Sales ML3 Triple Head LED 11 33 363 Sales EX-FF1 Orr DIA Fluorescent 5 63 315 C405.2.2.1 Automatic time sw itch controls and override sw itching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; e2, EL Indicate locations of override sw itches on plans and the areas served, include area sq. ft.; E2 Indicate locations w here automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) E2, E5 Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E2 NA C405.2.2.3 Daylight zones - Vertical fenestration and skylights Indicate vertical fenestration primary and secondary daylight zone areas on plans, include sq. ft.; Indicate skylight daylight zone areas on plans, include sq. ft. NA C405.2.2.3.2 Daylight zone controls Indicate on plans the locations served by daylight zone controls; Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming Retail Display Lighting from LTG -INT -DISPLAY Yes Watts Tota! Proposed Wafts nrayrrolexceed Total Allotlod �tailsfor Interior Lighting Total Proposed Watt 821 Include existing to remain lighting fixtures and exempt lighting equipment per notes b elo w Notes: 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate fixture typo. tante type (e.g. T-8), numb oroflanlpsin the fixture, end ballast type Of included). For track lihting,sthelengtiofthe track (r feet) in addition to the fixture, lamp, and ballad infonnation. 3. For proposed Watts/Fixtere, use manufscturer'slisted maximum input wattage oldie fixture (not simply the lamp wattage) and other criteria asspecified in Section C40 .5. e a 5 9. Forlrrn. volts track fighting, Inst the e g Igf g, gr atarofactual luminaire wattage orlength oftrack multiplied by50, ores applicable, the wattage of current limiting do vices of the transformer. For to w voltage track lighting list the transformer rated cva liege. 4. For lighting equipment eligible for exemption per C4013 5.1, note exception num/Jere/Id leave WaltsiFixturo blank 5. Document existing to remain fixtures unProposed Lighting table in the sante manner asnewfixtures. ldenhlyas existing in fixture description. 6. If #NA appears in RetailOisplaycells, intern:atiot:on LTG-INT-DISPLAYis inconplete. 'Interior Lighting Power Allowance COMPLIES Interior DisplayLighting rSpace-by-Spaceu TG -INT -DISPLAY 2012 Washingtontlale EnergyCodeComplianceForme for Commerciat Buildings including R2 &R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 977 Southcenter Mall Date 8/26/2016 Space #244 For Budding Department Uso Tukwila, WA 98188 Applicant Name: T -Mobile Maximum Allowed Display Lighting Wattage Location (plan #, room #) Retail Display Area Type' Allow ed Watts per ft2 " Gross Interior Area in ft- Watts Allow ed (w atts/ft2 x area) Building Department Notes LIGHTING CONTROLS (Section C405.2) Yes C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate on plans the manual control type & locations served; Indicate of plans the 50% lighting load reduction method provided or identify exception taken E2, Yes C405.2.2.1 Automatic time sw itch controls and override sw itching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; e2, EL Indicate locations of override sw itches on plans and the areas served, include area sq. ft.; E2 Indicate locations w here automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) E2, E5 Yes C405.2.2.2 ' Onlyretail sales areas that meet the requirementsdefined in Table C405.5.2(2) footnote Amaybe entered here. Select retail sales areas form drop down menu. "'Wattages per Table C405.5.2'2) footnote A ++ Displa ylight allowance por footnote Acalcula tier). Proposed Display Lighting Wattage Only separately controlled display fixtures independent of general area lighting per Table C405 5.2(2) footnote Amaybe entered here. Total Display Lighting Base Allow once ++ Total Display Allow ance Area Area Watts Display Area* Location (plan 4, room 4) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 'Select retail sales display area from drop down menu. Proposed Display Lighting Totals Total Proposed Watts Retad 1 Retail 2 Rotad 3 Retail 4 Notes: 1. For proposed DisplayFixture Description, indicate fixture type, lamp type (e.g. T-8), number of letups in the fixture, and ballast type (if included). For tracklig Wing, ilst the length of the track (in feet) in addition to the fixture, lamp, and b allastinformaflen. 2. For proposed Watts/Fixlure, use n►anufocturer'shsted maximum input wattage of the fixture (not simplythe lamp cottage) and other criteria asspecified inSection C405.5.1. For line voltage track lighting , st the greater of actual luminaire wattage or length of track multiplied by50, or as applicable, the tvattage of current limiting devices or of the transformer. For lotvvoltage track lighting list the transformer rated caottage. 3. List all displaytixturos. . , x Y ., s m 5 v ,. Lighting9 LI titin Motor ;:.and Transformer, ............ � a.. .... ,.., ...,.:. ,,, � g 9 } ,..,, 2012 Washington State Energy Co de Compliance Forms for ,_ ... x z � 3 - 5., m h i. �3J �; LTG -CHK { RevisedJan 2014 Perms Documents4: Checklistr ll....m xx.w ,�.. Com merciel Bindings including R2 & 113 over3 stories endall RI Project Address 977 Southcenter Mall Date 8/26/2016 The follow ing information is necessary to checka permit application forcompliancew ith the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicabdty (yes,no,na) Code Section Component Compliance information required in penny documents Location in Documents Building Department Notes LIGHTING CONTROLS (Section C405.2) Yes C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate on plans the manual control type & locations served; Indicate of plans the 50% lighting load reduction method provided or identify exception taken E2, Yes C405.2.2.1 Automatic time sw itch controls and override sw itching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; e2, EL Indicate locations of override sw itches on plans and the areas served, include area sq. ft.; E2 Indicate locations w here automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) E2, E5 Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E2 NA C405.2.2.3 Daylight zones - Vertical fenestration and skylights Indicate vertical fenestration primary and secondary daylight zone areas on plans, include sq. ft.; Indicate skylight daylight zone areas on plans, include sq. ft. NA C405.2.2.3.2 Daylight zone controls Indicate on plans the locations served by daylight zone controls; Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming Yes C405.2.3 Specific application lighting controls - General Indicate on plans the locations served by specific application lighting controls E2, ES Yes C405.2.3 - (ems 1&2 Display and accent lighting Indicate lighting control method for display and accent lighting, and display case lighting; sghting; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications w thin the same space E2, E5 _...___._.._._...__........._...._....__ E2, E5 .___..___..._......__..._.....__._....___.. NA C405.2.3 - tem 3 Hotel/motel guest rooms Provide a lighting control device at each guest room entry for all permanently installed fixtures in guest room; Indicated w hether lighting control is manual or automatic NA C405.2.3 - tem 4 Supplemental task lighting g g Provide automatic shut-off vacancy controls for supplemental task including under -shelf or under -cabinet lighting lighting, NA C405.2.3 - tem 5 Lighting for non- visual applications Identify eligible non -visual applications and method of lighting control; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications w thin the same space NA 0405.2.3 - tem 6 Lighting equipment for sale or demonstration Indicate lighting control method for lighting equipment for sale or demonstration; Indicate these fixtures are controlled independently from both general area lighting and other lighting applications w thin the same space Yes C405.2.3 tem 7 Means of egress lighting If egress lighting pow er density is greater than 0.05W/ft2, indicate method of automatic shut-off during unoccupied periods; E2 Identify on plans the egress fixtures that function as both normal and emergency means of egress ilumination E2 NA C405.10 C405.11 Cooler and freezer lighting Provide vacancy device or timer to turn off fixtures w ithin 15 minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per w att NA C405.2.4 Exterior lighting controls Indicate on exterior lighting plans the automatic lighting control method and locations served NA C405.6.1 Exterior building grounds lighting controls Provide motion sensor controls for building grounds fixtures rated at greater than 100 w atts w ith lamp efficacy less than 60 lumens, or identify exception taken Yes C408.3 Lighting system functional testing Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide w ritten procedures for functional testing of all automatic controls and describe the expected system response; E5 Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11) Yes C405.5.1 C405.5.1.1 C405.5.1.2 0405.5.1.3 0405.5.1.4 Total connected interior lighting pow er Provide fixture schedule w ith fixture types, lamps, ballasts, and rated w atts per fixture; Identify spaces eligible for lighting pow er exemption on plans and in compliance forms; E2 Identify lighting equipment eligible for exemption in fixture schedule and in compliance forms; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently Yes C405.4 Exit signs Provide exit sign types and rated w atts per fixture in fixture schedule (max imum 5 w atts per fixture) E2 NAwarehouse C405.10 C405.11 Cooler and freezer lighting For lighting in w alk -in coolers and freezers, and refrigerated coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken NA C405.5.2 Building Area Method Complete required compliance forms — proposed w attage per building area does not exceed maximum allow ed w attage per building area. Identify locations of building areas on plans Yes C405.5.2 Space -By -Space Method Complete required compliance forms — total proposed w attage does not exceed maximum allow ed w attage. Identify locations of space types on plans, including retail display areas as applicable E41 EXTERIOR LIGHTING POWER & EFFICACY (Section C405.6) NA C405.6.2 Total connected exterior lighting power Provide fixture schedule w ith fixture types, lamps, ballasts, and rated w atts per fixture; Identify exterior applications eligible for lighting pow er exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.6.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 w atts, provide rated lamp efficacy (in lumens perw att) in fixture schedule NA C405.6.2 Exterior lighting pow er calculations Complete required compliance form — proposed w attage for exterior lighting plus base site allowed does not exceed maximum allow ed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) NA C405.8 Bectric Motors For motors not part of an HVACsystem, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency NA C405.9 Transformers Provide distribution transformer schedule on electrical plans w ith transformer size and efficiency REVIEWED FOR BODE COMPLIANCE APPROVED NOV i62016 City of Tuviia BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 02 2016 PERMIT CENTER 449 SD.EVO 2.5 I— (p W 0 W 03 E N� 0 OD = 0 N> 1 0 cNI im NCO3 etN Q Z elms�W Z 2 Z O Z=�� W�NQ• ODItIti ■ cn a� cn CONSULTING ENGINEER REVISIONS V.) E 113 COI N 0c, m cn$a E Z0 00 o Z 0 J U J U C� w z w COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. DATE: SCALE: 08.19.2016 SHEET: NTS HO EN1 320104759 Grxsrn T4P, T 1 • • X'/S?'/ry S.ot rr -- • rive -'coif s r-eir2 conlQu/7'S Re4u//e/e G • /2+ 'A7te 714p/cif-E. • z14 .N .. a •. • fes/•-IQ7/4L /V4//✓ . er• ;' C r- "'C/�/ •-.r .5'©u Tl-JGYty 1 J I • 0 • 7 • ,V ,6 „p4-ce vYG-,r. r I r S'•4 h/cvf TRA/✓Gtfj ?yp. ( 0 0) - ttG rop (El 91/z" CaNc se.AS) -riP--•,.bf -� (2) 70t • /va 7E: (/a) - stro roP /. 7^ A4PE,r /r7V 8, ?s /STr - e #.5e ,q- " v. c. To M/R7r-) /?a/c/r-7.E.Ce-Mar.ri 2, /A/, '4/7A-77ary ssrcarv,•.i PA -A -aro DaTA/z. Sheger sz•fr: / icrY 0/Q /a //v/4 -e- 0 • V 494 C Alitow..r y s Tial /./vr O, C'CJ /4 ye it /rip " N (E) C©rvC,P 51-Roc7v,t42 5A-' Pee • C'11/r�-.our Gor, c rAP 1e AIL s/ 7FS As' sA/alvn/_ 7/cnrcy �1 zr,,fist? .3AR - L PCK .514N17Ahl CoeRS 70 Su/r BA -,e .S/ 2& or✓ E4 46i aAi 1 k'e/Ndw0 e/ifErvfi _)11_)I,t �n AAs • )�Tt)i 1'/4R/ES • VAr IE.S 1)J /1/n I1► --.111 Tole- -'/"/ 4. XI -A-13 Gas R©vyhte' () CcrvC ,,v /N ie/off' To Nore: /. 6cMP/-, y Pre'Pe I.>v/e/n/lj Cor -J'7,, Com'. CD/✓Ck %L- ...57-/ AL GGideE /o M//✓r 41 V or, P!2/ GMF' T o G OAai,-/ c) 0SK! T yP 5T7PUC7-0Ri1 L Con/GR 7. i` Jv 'L r'''CLl /n/ S� /15 foG4oNs,; MAI -CH A L - l'E/r<p R'XPo.sEo w/7-# REp,4,;, 8A7Q. i4vp Dare-4ocK covpc,ep CD/aG,ee r - 5//,4 L 5r/z SA -CA- f s 3C. P AVN PO in TR�n/CN REPsI�I1 T��Ts1i� %�r ' r✓CN 'EP,�'i I� Tib/ L r -Q/ •) CorvLDJ /T s VERIFY SCALE BAR IS ONE INCH IF NOT ONE INCH ON ON ORIGINAL DRAWING THIS SHEET, ADJUST 0 1 SCALES ACCORDINGLY m 0 o CO r 0 C9 W GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2015 Intemational Building Code. Structural design criteria: Actual Dead Loads plus the following Dead and Live Loads: Floor Live Load 100 psf Roof Snow Load 25 psf Concrete shall attain a 28 day strength of 3000 psi, maximum w/c ratio = 0.45, minimum 5 1/2 sacks of cement per cubic yard. Submit mix design for review and approval. Grout 5000 psi minimum 7 -day cube strength per ASTM C1157-00. Grout to be premixed non -shrink "Masterflow 928 Grout" or approved equal. Use specific grout mix recommended by manufacturer for each grout application and follow grout manufacturer's instructions. Reinforcing steel shall conform to ASTM A615 grade 60. Submit reinforcing shop drawings with details per ACI 315 manual of standard practice. Reinforcing steel shall be detailed (including hooks and bends) in accordance with ACI 318-11. Lap all continuous reinforcement 40 bars diameters or 2'-0" minimum. Provide corner bars at all wall intersections. Lap comer bars 40 bar diameters or 2'-0" minimum. Lap adjacent mats of welded wire fabric 1 1/2 mesh at sides and ends. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces, earth face 3" Formed surfaces exposed to earth or weather, #6 bars and larger 2" Formed surfaces exposed to earth or weather, #5 bars and smaller 1 1/2" Walis, interior face, the larger of one bar diameter or a minimum of 3/4" Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. Contractor shall be responsible for all the required safety precautions and the methods, techniques, sequences and procedures required to perform his work. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. Changes shown only on shop drawings only will not satisfy this requirement. Drawings indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used, subject to review and approval by the structural engineer. All structural systems which are to be composed of components to be field erected shall be supervised by the supplier during manufacturing, delivery, handling, storage and erection in accordance with the instructions prepared by the supplier. Structural drawings shall be used in conjunction with the architectural drawings for bidding and construction. Contractor shall verify all dimensions and conditions for compatibility and shall notify the engineer of any discrepancies prior to construction. The structural engineer has no knowledge of, and is not responsible for the site and soil conditions. Miscellaneous Refer to architectural drawings for wall openings, architectural treatment and dimensions not shown. Refer to mechanical and electrical drawings for size and location of duct openings, piping, conduits, etc. not shown. Verify all dimensions and conditions at the project site prior to starting work and notify the structural engineer immediately of any discrepancies. Refer to the specifications for information not contained in these general notes. Special Structural Observation is required for reinforcing steel mechanical coupler installation prior to concrete placement as part of existing concrete structural slab repair. End of General Structural Notes z• REVIEWED FOR OCE COMPLIANCE APPROVED NOV •1 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 02 2016 PERMIT CENTER 0 w DESCRIPTION w 0 IuuI �{�ie1,Gn�.;,L �3 Z3 iiia&C d xrrty. I'- w z w U 0 z JOB JOB NO. 16069.00 DATE: 1 1.01.2016 SHEET: 1 OF 1 DWG.# si