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Permit D16-0021 - HEK / ELLIOT BAY - RENOVATION
HEK/ELLIOT BAY 349 UPLAND DR D16-0021 Parcel No: Address: Project Name: 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 8836500060 349 UPLAND DR HEK / ELLIOT BAY DEVELOPMENT PERMIT Permit Number: D16-0021 Issue Date: 3/11/2016 Permit Expires On: 9/7/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: AMB PROPERTY CORP 60 STATE ST STE 1200 C/O RE TA , BOSTON, WA, 02109 GREGG PERCICH 311 FIRST AVE S , SEATTLE, WA, 98104 NORTHWAY CONSTRUCTION INC 1433 VALENTINE AVE SE , PACIFIC, WA, 98047 NORTHCI905CQ PROLOG IS 12720 GATEWAY DR , TUKWILA, WA, 98168 Phone: (206) 324-4800 Phone: (253) 753-8100 Expiration Date: 2/18/2018 DESCRIPTION OF WORK: RENOVATION OF AN EXISTING OFFICE AREA. REMOVE SOME OF THE EXISTING WALL, REBUILDING THE EXISTING RESTROOMS, PROVIDE A NEW BREAK ROOM AND ONE OFFICE. THE REMAINDER OF THE SPACE WILL BE OPEN OFFICE. REPLACE THE EXISTING CEILING INCLUDING A SECONDARY STRUCTURE FOR THE NEW INSULATION. PERMITER WALLS OF THE OFFICE WILL REMAIN WITH ONLY REPAINTING, SOME MODIFICATINOS AND FILLING IN OPENINGS. Project Valuation: $100,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Fees Collected: $2,577.02 Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: ( 2 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: �� R S 0✓,Zrd'1 507 Date: Si " P vt L This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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. 7: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 12: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 13: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 14: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 16: Maintain fire extinguisher coverage throughout. 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: 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) 21: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 23: 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) 24: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 25: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 29: 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) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 26: 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). 31: 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) 30: 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) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: 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: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: 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** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUM ,A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pet1111t No. 01 lo +" 002-1 Project No. Date Application Accepted: ;5 �I o Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 349 Upland Drive Tenant Name: HEK/ Elliot Bay PROPERTY OWNER Name: Prologis Address: 12720 Gateway Drive, Suite 110 City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Gregg Percich Address: 311 First Avenue South City: Seattle State: WA Zip: 98104 Phone: (206) 324-4800 Fax: Email: gregg.percich@jacksonmain.com GENERAL CONTRACTOR INFORMATION Company Name: TBD by Owner Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications'Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 883650-0050 Suite Number: Floor: New Tenant: ❑ Yes la.No ARCHITECT OF RECORD Company Name: Jackson I Main Architecture Architect Name: Gregg Percich Address: 311 First Avenue South City: Seattle State: WA Zip: 98104 Phone: (206) 324-4800 Fax: Email: gregg.percich@jacksonmain.com ENGINEER OF RECORD Name: S Company Name: Structural Phil Cit` Engineer Name: Phillip VanHyningen Address: 7675 Nahahum Canyon Road Cin': Cashmere State: WA Zip' 98815 Phone: (509) 881-0824 Fax: Email: structuralphil@gmail.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: S Address:'.:? d 631CAA 71 i ib Cit` Sta Zi . lAt � 1(nn Page 1 of 4 BUILDING PERMIT INFORMATIO( '206-431-3670 ) tt 6@� Valuation of Project (contractor's bid price): $ t OW— Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Renovation of an existing office area. Remove some of the existing wall, rebuilding the existing restrooms, provide a new break room and one office. The remainder of the space will be open office. Replace the existing ceiling including a secondary structure for the new insulation. Note: perimeter walls of the office will remain with only repainting, some modifications and filling in openings. Will there be new rack storage? ❑ Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 0 Floor area of principal dwelling: 0 Floor area of accessory dwelling: 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. 0 Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers IA Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15t Floor 68,404 2,636 0 0 VB S-1, B rd 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): 0 Floor area of principal dwelling: 0 Floor area of accessory dwelling: 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. 0 Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers IA Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ... Valley View 0 .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton 0 .. Seattle Septic System: ❑ Orf -site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0 ...Bond 0 .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water If 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... 1, WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forma-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 201 I bh Page 3 of 4 PERMIT APPLICATION NOTES — j 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 Signature: Print Name: HORIZ$D AGENT: ti Greg Percich Mailing Address: 311 First Avenue South Date: 4 • Vii-•' (ca Day Telephone: (206) 324-4800 Seattle WA 98104 H:\Applications\Forts-Applications On Line\201 I Applications\Permit Application Revised • S -9-I I.docx Revised: August 2011 bh City Statc Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,593.41 D16-0021 Address: 349 UPLAND DR Apn: 8836500060 $1,593.41 DEVELOPMENT $1,517.75 PERMIT FEE R000.322.100.00.00 0.00 $1,513.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $75.66 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7888 R000.322.900.04.00 0.00 $75.66 $1,593.41 Date Paid: Friday, March 11, 2016 Paid By: DOUGLAS BERRY Pay Method: CREDIT CARD 011132 Printed: Friday, March 11, 2016 8:23 AM 1 of 1 rip!fir.SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PAID PermitTRAK $983.61 D16-0021 Address: 349 UPLAND DR Apn: 8836500060 $983.61 DEVELOPMENT $983.61 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7479 R000.345.830.00.00 0.00 $983.61 $983.61 Date Paid: Monday, January 25, 2016 Paid By: GREGG PERCICH Pay Method: CREDIT CARD 313300 Printed: Monday, January 25, 2016 2:45 PM 1 of 1 trill SYSTEMS INSPECTION RECORD Retain a copy with permit CTION 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 1)/6-o, Z( Pr ect: (��a�- ley Typ f I specti n� HCl. R l Ad res : / 5°) tic (ate DU Date Cal Special Instructions:Date I !"l Wanted: � 7- — � 3 a.m. p.m. Requester: DO u PA6l'-'k Phon o: 2S3-25-1. -7f 3 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: (-7 kct Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION WC 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Projectc V.Itrot 6�y Type ofInspection:cc 11013 dress: 05 !'. Date Called: Special lnstr ctions: Date Wanted: ...7a- I,�j a.m. p.m. Requ ster: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit l(6 --0O z -I CTION 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 Pro'e t• 0 6C( Y r Type of Inspection: c Add ess:Date 3 u (�1f� a t v IQ ve( /cr f Called:\7' e% Special Instr ctions:� Date Wanted: ..� �-- r a.m. p.m. R jupster: 11 j,4 Phone _ Cf I (4-- Approved per applicable codes. Corrections required prior to approval. COMMENTS: r r''Ae L-(qh7r ` 1't c-719rt'tit 0,4_v- 6- J /e 0 cgt4( a t v IQ ve( /cr f cr vefis e% Cf I (4-- vukvs,�,yo 1 Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ,6�d Retain a copywith permit D i u IN ION 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 Proiec( ra f 6 Type of l(nspectiork dress: ,b5" iip(Q�i Pk ��kj Date Call d: ant j a.m. p.m. Special Instr ctions:Date Requester: 17�u- ,, nn A r ufek Phone o: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: _ /6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ri) INSPECTION RECORD Retain a copy with permit I CTION 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 Plk-ooz-I Proj ct_ iia C;[. y Type of Ins ectio • 5Ud/��� Date Call d: C U ddress: � �3 c7(Q�"�l% fir. Special Instru tions: tom Date Wanted: Li --X a.m. p.m. Regster: ,Fxtore Phone No: )C-N`-re C( Q'G k Approved per applicable codes. Corrections required prior to approval.. COMMENTS: f �/ n , � �� �v�rr ri(.6fri �/ r 0 Q re,c_fv-iGq / I 0 s(° yrOL/Gf / I u/(rt 1-,c. ..Ge_d‘ eptd ' tr- e--kl to t ,Fxtore 3 )C-N`-re C( Q'G k S2 lit/ € tt Cc( (( .i/-- re -i- -e- ( Inspector: Date:er 7 / , _ _ 7l6 � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rINSPECTION RECORD Mil Retain a copy with permit TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: t [((oj �Q.( Type of Inspection: V�c/)�n[ r/� 7/ v-�" 3Address:a- � *lotDv . Date Call dl' Special lnstiuctions: �E,.�A tl'"I 4 r �(�1 -1 fkr(Or ear7 04f Dat Wanted( —(3-1� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: inspector: Date:' ! ,(3 .116 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. 11111 INSPION NO INSPECTION RECORD Retain a copy with permit b .o'zl PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr a t:Q� ///� PO (eit J� Typee.�ofIr(is ection: (,€ (t f»f Address: 3D1— a�lact Date Called: Special Instru tions: el -Ail Date Wanted: —ii3 IC a.m. p.m. Requester: Phone40o: Approved per applicable codes. LJ Corrections required prior to approval. M M ENTS: Inspector: (Cr Date: q _13 _( 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 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; (O Type of Inspection: Wog l/ . Stil. ( Add��: _ f! � Date Called: Spl/r eciaal Insttuccctiilons: Q-w� Am ``�� L( 6 P -C Dat anted: [ / (D I c� a.m. p.m. Requ ster: Phone No: 6 f- Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date:/i,_8_[(7 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 b° Z_/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ct: l (f 'r 'tType � of ywi Inspection- ction;ed C ( ( e421 Address: 3/q cq(Qi1 d Pr Date Called: Special nstru tions: �� Date Wanted: `� �% S- — a.m. p.m. R ue5ter: &qgev-,'4 Phone3 ` 1_4 -TT _ J -713 / Approved per applicable codes. Corrections required prior to approval. COMMENTS: Gu14r19f (5)-1-tcicr� Inspector: re...._ Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 'L rCTloN NO. Retain a copy with permit I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 \(6 _o o L( PERMIT NO. Project: (� DalFra Type of Inspection: ciAil yq dress: ?65 to?(ave% pr. Date Called: // Special Instru tions: re /li, r� 7-14#1or gr 4- 43615 Date Wanted: .. .., K 1"` a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: e. Dat REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � il t7A' 36,/ Ty�pP/N n ctio7'�/ Address: Suite #: 05—Aj / Dir• Contact Person: Special Instructions: 6 Phone No.: [Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 7 i. -/,""k'' -- - ASS e a Pre -Fire: Permits: Occupancy Type: S'er-rtik,V_ 6,k c -vv ---c. -4C-3\ - si. c'l /A .u. % Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:—_____ yG S� j Date: 5/%Z& Hrs.: / 0 % r % $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D,!,,_ 063-I PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: bktv L 1 i r o`k 120-1 1 Type of Inspection: S e ro v.--ir Address: 305- Lk +o i pocti , Suite #: i Contact Person: Special Instructions: Permits: Phone No.: at Approved per applicable codes. Corrections required prior to approval. COMMENTS: r 0\4 To (oLlAr- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 4 Inspector: /lLci,.5L, Date: W/V/6 Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit aoal / -5- 060 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / �e e , CJ J1 lU+ t Pe Typeof Inspection: Address: -30 5- Suite #: (A -0/ 6A -of (J� Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. ,Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: I , /4 0 D E0 L S-\-2 ,.< c)ru p44 k/ Pre -Fire: Permits: c2. Iss AX4,5-0,5 /0 A// 4P overt /'.)U -€T I,;" ,. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: I ,> 50--- Date: z-//7//.4 Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Envelope Summary Zones 4c/5b ENV -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 ove 3 stories and all R1 Revised Oct 2013 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write -protected. Project Address HER/ELLIOTT BAY Date 5/21/2013 425 ANDOVER PARKWAY For Building Department Use "11111111 E TUKWILA, WASHINGTON A ,cant Name: JACKSON ppI MAIN ARCHITECTURE Applicant Address: 311 1ST AVENUE SOUTH, SEATTLE WA 98104 Applicant Phone: 206-324-4800 Project Description Change of Occupancy/Conditioning ❑ New Building M Addition '' Alteration ❑ Compliance Path Selection required to enable forms. 0 Prescriptive ® Component Performance 0 Total Building Performance Occupancy Group Selection required to enable forms. 0 Commercial 0 Group R - R2 & R3 over 3 stories and all R1 Vertical Fenestration and Skylight Area Calculation If complying via the Prescriptive path, enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet. If complying via the Component Performance path, enter these values in the ENV -UA worksheet. These values auto -fill from ENV -UA and are write -protected on ENV -SUM. Total Vertical Gross Exterior Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration 90.0 _• 432.0 X 100 = 20.8% Gross Exterior Total Skylight divided by Roof Area times 100 equals % Skylight 0. 0 _• 571.0 X 100 = 0.0% Fenestration Area Compliance Vertical VERTICAL FENESTRATION AREA COMPLIES Fenestration Area FtE WED FOS, Skylight Area SKYLIGHT AREA COMPLIES .CODE CgMPt IAN CODE Vertical Fenestration Alternates 1AVV4ELS 0 50% or more of the floor area is within a daylight zone per C40':3.1.1 0 High Performance Fenestration U -factors and SHGC per C402, .1.3 FEB 18 2016 Single Story Spaces Requiring Skylights Compliance Method ❑ Skylight area 3% or greater, VT -0.40 or greater City ofTuk .ea Tukwila BUILDING DI VISIC • Skylight effective aperture 1% or greater, provide calculation IIISpace eligible for exception Requires a minimum of 50% of floor area to be within a skylight daylight zone for specific space types. Refer to C402.3.2 for requirements. Semi -Heated Spaces Performance compliance other conditioned spaces - provide spaces shall comply with • Project has semi -heated spaces as defined per C402.1.4 • Applying wall exception to semi -heated spaces 1. Semi -heated spaces may comply under Prescriptive or Component path. 2. Semi -heated spaces shall be documented separately from separate compliance forms for each conditioned space type. 3. Envelope elements separating semi -heated from other conditioned exterior thermal envelope requirements. Refrigerated Spaces ❑ Walk-in Cooler ❑ Walk-in Freezer Warehouse Freezer only. Compliance documentation for the ENV -PRESCRIPTIVE form. Refer • Refrigerated Warehouse Cooler ❑ Refrigerated Refrigerated spaces shall comply under the Prescriptive Path these areas may be combined with non -refrigerated areas in to C402.5 and C402.6 for requirements. Mixed Occupancy and/or Space Conditioning I1Anereas Project includes more than one occupancy type and/or level of space compliance forms may be required. Select all that apply to scope of ❑ Commercial ❑ R2 & R3 over 3 stories and all R1 ❑ Fully Conditioned ❑ Semi -Heated ❑ R2 & R3 - 3 stories or less are ex pt fromallthermal envelope provisions uir .Refer to C101.5.2 for exemption. conditioning. malti project: ��es �`�s�Tjj 11r� I I iCAX,t3te acTU K ❑ Low Ener (j ih N 2 5 20 1 and complianceforms fora ����I'�' esti N ILA 6 TER Component Performance Path, pg. 1 Zones 4c/5b ENV -UA 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 ProjectAddress HER/ELLIOTr BAY Date 05/21/2013 Occupancy Group 0 Commercial 0 Group R For Building Department Use Change in occupancy or space conditioning 0 Note - Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5 Fenestration Area as % gross above -grade wall area 20.8% Max. Target: 30.0% Skylight Area as % gross roof area 0.0% Max. Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: U -factors shall come from Appendix A, Chapter C303, or calculated per approved method as specified in C402.1.2. Building Component Provide source of U -factor, page/plan # of assembly detail & ID Proposed UA U -factor x Area (A) = UA (U x A; Target UA U -factor x Area (A) = UA (U x A) rn Y o R= ID: R= ID: R= ID: 0.034 Above Deck Insulation U-0.034 v m i R= ID: R= ID: R= ID: 0.031 Metal Building U-0.031 Other R= 48 ID: ceiling insulation R= ID: R= ID: 0.020 571 11.4 0.021 571 I 12.0 Single raft, attic, other U-0.021 IOpaque Walls - Above LL E R= 21 ID: mtel studs with r8 cont. rigid R= ID: R= ID: 0.052 321 16.7 0.055 321 17.7 Steel/metal frame U-0.055 . 03 2 R= ID: R= ID: R= ID: 0.052 I I Metal Building U-0.052 Wood/Oth R= ID: R= ID: R= ID: 0.054 Wood Frame, other U-0.054 m 2 R= ID: R= ID: R= ID: 0.104 I I Mass Wall U-0.104 Below Grade Walls R= ID: R= ID: R= ID: R= ID: 0.104 I Assumed to be Mass Wall U-0.104 Floors o m R= ID: R= ID: R= ID: 0.031 Mass Floor U-0.031 E LL R= ID: R= ID: R= ID: 0.029 I I Joist/Framing U-0.029 F -factor x Perimeter = UA(U x A) F -factor x Perimeter = UA (U x A) Slab -on -grade Unheated I R= ID: no perimeter insulation R= ID: R= ID: 0.730 46 33.6 0.540 I 46 I 24.8 Slab -On -Grade U-0.54 Heated R= ID: R= ID: R= ID: 0.550 I Heated Slab -On -Grade U-0.55 *Proposed non-residential CMU walls meeting Table C402.1.2 Footnote D requirements can use the target U -value of 0.104 rather Page 1 than Appendix A values. Show footnote requirements in plans. Subtotal Area UA 938 62 Area UA 938 54 Component Performance Compliance (UA) UA DOES NOT COMPLY • ,l Component Performance Path, pg. 2 Zones 4c/5b ENV -UA 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over : Revised Oct 2013 Project Address HER/ELLIOTT BAY Date 05/21/2013 Fenestration Area as °%o gross above -grade wall area 20.8% Max. Target: 30.0% For Building Department Use Skylight Area as % gross roof area Max. Target: 5.0% Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: Provide NFRC rated U -factor or default U -factor from Appendix A for the fenestration assembly thermal performance (combination of frame and glazing). 3: Fenestration that separates conditioned space from a non -conditioned or semi -conditioned Building Component Provide source of U -factor, page/plan # of assembly detail & ID Proposed UA . U -factor x Area (A) = UA (U x A; Target UA U -factor x Area (A) = UA (U x A) 3 o o) o U= 0.4 ID: Solid core wook U= ID: U= ID: 0.400 21 8.4 0.37 I 21 I 7.8 Opaque Swing Doors U-0.37 TT, g U= ID: U= ID: U= ID: 0.37 I I Opaque rollup & sliding U-0.37 Vertical Fenestration To o Z U= ID: U= ID: U= ID: U= ID: 0.30 I I Non -Metal Frame U-0.30 Metal, fixed U= 0.4 ID: existing insulated glazing U= ID: U= ID: U= ID: 0.40 69 27.6 0.38 I 69 26.2 Metal Frame, Fixed U-0.38 Metal, op. U= 0.4 ID: existing insulated door U= ID: U= ID: U= ID: 0.40 21 8.4 0.40 I 21 I 8.4 Metal Frame, Operable U-0.40 Mtl entrance U= ID: U= ID: U= ID: U= ID: 0.60 I I Metal Entrance Door U-0.60 Skylights IAll Types U= ID: U= ID: U= ID: U= ID: 0.50 I I All types U-0.50 To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Page 2 Subtotal Page 1 Subtotal Total Area UA 111 44 938 62 1049 106 Area UA 111 42 938 54 1049 97 Component Performance Compliance (UA) UA DOES NOT COMPLY a Interior Lighting Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Nov 2013 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write- Project Address HEKIELLIOTT BAY Date 5/21/2013 425 ANDOVER PARKWAY For Building Department Use I E TUKWILA, WASHINGTON Applicant Name: JACKSON MAIN ARCHITECTURE Applicant Address: 311 1ST AVENUE SOUTH, SEATTLE, WA 98104 Applicant Phone: 206-324-4800 Project Description ❑ Plans Included ❑ New Building ■ Addition J Alteration Lighting Compliance Path 0 Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance Method Selection required to enable LPA forms Q Building Area Method 0 Space -By -Space Method Interior Lighting System Description Briefly describe lighting system type and features. RE11 WED FOR :CODE COMPLIANCE - e APPROVED FEB 1 8 2016 Additions and Change of Space Use (C101.4.3 & C101.4.4) U Addition area or Change of Space Use area complies with all applicable provisions as stand alone projec is combined with existing building lighting systems to demonstrate compliance with all app C101.4.3 Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. C405.2 and commissioning of lighting controls per C405.13. �•C'��►ry f uK►Wef"81 lit `IiING DIM1 I iv lit ❑ Addition area provisions per Provide Building allowed and controls per Form. Document maximum Provide applicable lighting Alterations, Renovations and Repairs (C101.4.3.1) 60% or more of luminaires in space replaced Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. Provide Building allowed wattage Proposed Wattage ❑ Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased New wiring installed to serve added fixtures and/or fixtures relocated to new 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 commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. buo- 0(00.1 CITY OF TUKWILA JAN 252016 PERMIT CENTER Interior Lighting Summary - Building Area Method LTG -INT -BLD 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Nov 2013 Project Address HEK/ELLIOTT BAY Date 5/21/2013 Lighting Alterations, Renovations & Building Additions 0 Less than 60% 0 60% or more 0 Stand alone * Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Building Area types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use LTG -INT -SPACE form. For Building Department Use Specify Compliance Method on LGT-SUM Building Area* Location (plan #, room #, or ALL) Area Description Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) OFFICE ALL EXISTING OFFICE AREA 0.90 2013 1812 128 * Select Table C405.5.2(1) Building Area from drop down menu. Total 2013 Specify Compliance Method on LGT-SUM Building Area* Location (plan #, room #, or ALL) Fixture Description** Number of Fixtures Watts/ Fixture Watts Proposed OFFICE A-2 2x4 TWO TUBE FLOURESCENT 22 64 1408 OFFICE A-2 1x4 SINGLE TUBE FLOURESCENT 2 64 128 * Select Table C405.5.2(1) Building Area from drop down menu. ** Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance OFFICE 1812 1536 COMPLIES Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 4. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 5. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 6. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. 1812 1536 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0021 DATE: 01/25/16 PROJECT NAME: HEK / ELLIOT BAY SITE ADDRESS: 349 UPLAND DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A-7 itto c 1-)$1 Building Division S Public Wor s "W\ C)4N1 Fire Prevention 5 Structural n ��. N�3Q- Planning Division111 Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/26/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/23/16 Approved Corrections Required n Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: � )J0k A-2-04-3 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 NORTHWAY CONSTRUCTION P'T' Home I spariol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing NORTHWAY CONSTRUCTION INC Owner or tradesperson Principals FRY, KYLE RAY, PRESIDENT FRY, SONYA LEIGH, SECRETARY (End: 01/29/2016) Doing business as NORTHWAY CONSTRUCTION INC WA UBI No. 602 977 633 1433 VALENTINE AVE SE SUITE 102 PACIFIC, WA98047 253-735-8100 KING County Business type Corporation Governing persons KYLE RAY FRY SONYA L FRY; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. NORTHCI905CQ Effective — expiration 02/18/2010— 02/18/2018 Bond ................. DEVELOPERS SURETY & INDEM CO Bond account no. 250161C Active. Meets current requirements. $12,000.00 Received by L&I Effective date 01/24/2011 02/01/2011 Expiration date Until Canceled Bond history Insurance ..... ..................... BITCO National Ins Co $1,000,000.00 Policy no. CLP3632077 Received by L&I Effective date 01/11/2016 01/18/2016 Expiration date 01/18/2017 Insurance history https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602977633&LIC=NORTHCI905CQ&SAW= 3/11/2016 �(XXXXXXXXXXXXXXXX XXXXXXX PROLOGIS HEK/ELLIOTT BAY AT UPLAND T KENT. WA GENERAL NOTES 1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE. 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS (IF REQUIRED). 6. ALL WOOD COMING IN CONTACT W/ CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). 7. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. 8. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND DETAILS. 11. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. 16. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE UNLATCHING IS ALLOWED. 17. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA #10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 18. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 19. BIDDER DESIGN WORK TO BE APPROVED BY OWNER & ARCHITECT PRIOR TO CONSTRUCTION. VICINITY MAP SUBJECT SITE LEGAL DESCRIPTION POR SW 1/4 OF SE 1/4 OF SEC 26-23-4 & OF NW 1/4 OF NE 1/4 OF SEC 35-23-4 - BEG SE COR OF SW 1/4 OF SE 1/4 OF SEC 26 -23 -4TH N 01-47-29 E 140.76 FT TH N 87-55-02 W 740.67 FT TH S 01-51-03 W 13 FT TO TPOB TH CONTG S 01-51-03 W 809 FT TH N 87-55-02 W 219.05 FT TH N 01-51-03 E 780.50 FT TH N 63-25-19 E 55.67 FT TH ALG CURVE TO LFT THE CENTER BEARING N 63-25-19 E RAD 35 FT ARC DIST 68.32 FT THRU C/A OF 111-50-19 TAP OF REV CURVE TH ALG CURVE TO RGT THE CENTER BEARING S 48-25-00 E RAD 20 FT ARC DIST 17.63 FT THRU C/A 50-29-58 TH S 87-55-02 E 96.94 FT TO TPOB PROJECT SCOPE RENOVATION OF AN EXISTING OFFICE AREA. REMOVE SOME OF THE EXISTING WALL, REBUILD THE EXISTING RESTROOMS, PROVIDE A NEW BREAK ROOM AND ONE OFFICE. THE REMAINDER OF THE SPACE WILL BE OPEN OFFICE. REPLACE THE EXISTING CEILING INCLUDING A SECONDARY STRUCTURE FOR THE NEW INSULATION. NOTE: PERIMETER WALLS OF THE OFFICE WILL REMAIN WITH ONLY REPAINTING, SOME MODIFICATIONS AND FILLING IN OPENINGS. PROJECT TEAM OWNERS: PROLOGIS 12720 GATEWAY DR, SUITE 110 TUKWILA, WA 98168 206.414.7600 CONTRACTOR: TO BE DETERMINED BY OWNER DRAWING INDEX ARCHITECT: JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 206.324.4800 STRUCTURAL: PHIL VAN HEYNINGIN 7675 NAHAHUM CANYON ROAD CASHMERE, WA 98815 509.881.0824 ARCHITECTURAL A-0 COVER SHEET A-1 BUILDING PLAN & DEMOLITION PLAN A-2 ENLARGED PLANS A-3 ENLARGED PLANS & DETAILS A-4 DETAILS & SCHEDULES A-5 DETAILS A-6 PROLOGIS CUSTOMER FINISH STANDARDS SEPARATE SUBMITTALS AS REQUIRED - ELECTRICAL PLUMBING MECHANICAL FIRE SPRINKLERS S!TE &BUILDING INFO. TAXPAYER - TAX PARCEL NUMBER - PROJECT ADDRESS - GOVERNING BUILDING CODE - GOVERNING ZONING CODE - SITE STATISTICS ZONE - SITE AREA - ALLOWABLE LOT COVERAGE - REQUIRED BUILDING SETBACKS- FRONT - SIDE (INTERIOR) - SIDE (STREET) - REAR ALLOWABLE FAR - ACTUAL FAR - BUILDING STATISTICS ALLOWABLE HEIGHT ACTUAL HEIGHT - CONSTRUCTION TYPE - OCCUPANCY TYPE PROLOGIS, INC. 12720 GATEWAY DRIVE, SUITE 110 TUKWILA, WA 98168 352304-9102 349 UPLAND DRIVE TUKWILA, WASHINGTON 2012 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS TUKWILA ZONING CODE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO CHANGE V -B SPRINKLED B, S-1 OCCUPANT LOADS PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE WAREHOUSE: OFFICE: TOTAL OCCUPANT LOAD = 183 TOTAL EXITS REQUIRED = 2 TOTAL EXITS PROVIDED = 7 BUILDING AREAS 62,752 SF @ 500 SF / OCCUPANT OCCUPANT LOAD =126 5,652 SF @ 100 SF / OCCUPANT OCCUPANT LOAD = 57 OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE EXTERIOR FOOTPRINT FULL BUILDING 68,404 SF TENANT AREA THIS PERMIT - WAREHOUSE AREA - OFFICE AREA - 68,404 SF 62,752 SF 5,652 SF AREA OF WORK 2,636 SF PLUMBING FIXTURES PER TABLE 2902.1 & [P] 2902.1.1 OF THE INTERNATIONAL BUILDING CODE SUITE 349 OFFICE (B) - 2,391 SF/ 100 SF PER OCC.= 24 OCC SUBTOTAL- 1 FIXTURE / 25 OCC. 0.96 WAREHOUSE (S) - 62,751 SF/ 500 SF PER OCC.= 126 OCC SUBTOTAL- 1 FIXTURE / 100 OCC. 1.26 TOTAL FIXTURES REQUIRED - 2.22 (1.11 F/ 1.11 M) FIXTURES (PROVIDED)- 1 F/ 1 M DRINKING FOUNTAIN REQ.: 1/30 OCC. PROVIDED: 1 ENERGY CODE REQ. GOVERNING ENERGY CODE: 2012 WASHINGTON ENEFGY CODE COMPONENT PATH BUILDING SPACE TYPE HEAT IS "OTHER" (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - CLIMATE ZONE 1 ROOF OVER CEILING TILES - BUILDING ROOF (NO ATTIC) OPAQUE WALLS METAL FRAMING WOOD FRAMING & OTHER OPAQUE DOORS NEW OPAQUE DOORS FLOOR OVER UNCONDITIONED SPACE SLAB -ON -GRADE VERTICAL GLAZING NEW VERTICAL GLAZING R-43 EXISTING R-21 W/ 1-1/2" R-8 CONT. RIGID EXISTING EXISTING U - D.40 N/A EXISTING EXISTING N/A LIGHTING: ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS REQUIRED AT LEAST ONE MANUAL CONTROL FOR LIGHTING. EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO REDUCE LIGHTING BY 50% IN A REASONABLE UNIFORM ILLUMINATION PATTERN. OR PROVIDE AN OCCUPANCY SENSOR DEVICE. OCCUPANCY SENSOR ARE REQUIRED IN: TRAINING RCOMS, CLASSROOMS, BREAK ROOMS, CONFERENCE ROOMS, PRIVATE OFFICES, RESTROOMS, JANITOR ROOMS, STORAGE ROOMS, WAREHOUSES, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. 411. SYMBOLS DETAIL GRID LINES - COLUMN ROOMNAME ROOM NAME AND NUMBER 101 A REVISION TAG DOOR TAG ILLUMINATED EXIT SIGN ARROW INDICATES DIRECTION ILLUMINATED EXIT SIGN WITH EGRESS PATH LIGHTING WITH BATTERY BACKUP SYSTEM EGRESS PATH LIGHTING ON BATTERY BACKUP SYSTEM SEPARATE PERMIT REQUIRED FOR: l M&Manical (Electrical umbing __,, Gas Piping • City of Tukwila 6'.)`t.': 'NG DIVISION LEGEND WALLS, DOORS & WINDOWS TO BE REMOVED. PATCH FLOOR, ADJ. WALL & CEILING AS NEEDED TO RECEIVE NEW FINISH. EXISTING WALL NEW 3-1/2" 20 GA MTL STUD WALL @ 24" OC WI %" TYPE "X" GWB EACH SIDE. FINISH PER BUILDING STANDARD. MODIFY EXISTING WALL - REMOVE EXIST. DRYWALL ON WAREHOUSE SIDE, INSTALL NEW BATT INSUL., RIGID INSUL. AND %" TYPE "X" GWB TO CREATE INSULATED WALL. No changes shell be matte t the scope of work without prior approval of Turi3a Building Division. NOTE: Renis ona will require a new plan submittal and mayinclude additional plan review fees. LE COPY tb» DDPerritt No.S1 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co y and conditions is acknowledged: By: Date: :-;111 /ZL City of Tukwila BUILDING DIVISION REVIEWED FOR CODE CO PUANC APPROVED) FEB 18 2016 IrT Ug City ofTuk►ia'l BUILDING DIVISION W cc _ -'IIIIIIIII111111111Illlllllllllll'I'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIlllll 111111111111H111111111111111111111111111111111111111111111111111111111111111111111H111111111111111111111111111111H111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1I 111111111111111111111111111111111 I AREA OF WORK 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ©.I IIIIIIIIIIIIIIIIIIH 11111111111111111111 I I I SITE PLAN SCALE: 1" = 60' - 0 jr 1-H- 2 111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111 1HH111H11H11111111H11111H11HHIHH1111H11HH1H1111111111111111IIl11111111111111111111111111111111 RECEIVED CITY OF TUKWILA 5 2016 PERMIT CENTER 002m JACKSON J MAIN ARCHITECTURE 4879 REGISTERED HITECT REQ!. ASPERCICH TATE 'F WASHINGTON Jackson I Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg,percich@jacksonmain.com These plans and specifications are the property of Jackson I Main Architeture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson I Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 01/12/16 FOR OWNER 01/21/16 FOR PERMIT Revision Record HEKIELLIO T BAY PARK TUKWILA / UPLA a.' DC 425 ANDOVER PARKWA TUKWILA , WASHINGT 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 01121116 15210,00 Sheet Title COVER SHEET, SITE PLAN Released for Construction Not Released for Construction. CD� NOTES: • REMOVE ALL DOORS & FRAMES, REPLACE WITH NEW BUILDING STANDARD DOORS AND FRAMES AT LOCATIONS AS INDICATED. DASHED WALL, DOORS & WINDOWS TO BE REMOVED. PATCH AND REPAIR ALL ADJACENT SURFACES AND PREP FOR NEW FINISHES. • REMOVE CEILING GRIDS AND TILES AND INSTALL NEW. SEE DETAILS. • REVISE RESTROOMS AS INDICATED. • TENANT AREA TO RECEIVE ALL NEW FINISHES PATCH EXISTING CONDITIONS AS REQUIRED TO PREPARE FOR NEW FINISHES. • EXIST. ELECTRICAL AND DATA TO REMAIN IN ALL LOCATIONS WHERE WALL REMAINS. • REMOVE ELECTRICAL AND DATA BACK TO ORIGINS UNLESS OTHERWISE DIRECTED BY OWNER. • ALL DIMENSIONS GIVEN FOR EXISTING WALLS ARE +/-. CONTRACTOR TO VERIFY IN FIELD. REPORT DISCREPANCIES. 4 F— SEE ENLARGED PLA ON SHEET A-2 I FOR ADDITIONAL IN ORMATION WORK WITHIN EXIST. OFFICE SHELL ONLY, DEMO WALLS PER PLAN AND INSTALL NEW FINISHES. • 2� 10�/ L REMOVE PORTION OF EXIST. WALL FOR NEW DOOR. EXISTING WINDOW TO BE REMOVED. ALL DASHED WALLS, DOORS, WINDOWS, CEILINGS , FIXTURES & FLOORING TO BE REMOVED. PATCH/ REPAIR ADJACENT SURFACES AS REQ. TO RECEIVE NEW WORK. H U — REMOVE EXIST DBL DR. INFILL WALL AS REQ. TO MATCH ADJACENT SURFACES. i EXISTING WALL TO REMAIN, TYP. ALL DASHED WALLS, DOORS, WINDOWS, CEILINGS , FIXTURES & FLOORING TO BE REMOVED. PATCH/ REPAIR ADJACENT SURFACES AS REQ. TO RECEIVE NEW WORK. DEMOLITION PLAN O SCALE: 1/8"1/4.= 1'-0" EXIST. OFFICE AREA. N0� WORK HERE. EXIST. OFFICE A WORK HERE. EA. NO REVIEWED FOR ODE.CQPLIANCE APPROVED FEB 18 2016 City of Tukwila BUILDING DIVISION BUILDING FLOOR PLAN SCALE: 1132" =1'-0" BUILDING AREA = 68,404 SF N4, JACKSON I MAIN ARCHITECTURE Jackson I Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson I Main Architeture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson I Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 01/12/16 FOR OWNER 01/21/16 FOR PERMIT Revision Record HEKIELLIOTT BAY PARK TUKWILA / UPLAND DC 425 ANDOVER PARKWAY TUKWILA , WASHINGTON RECEIVED CIV OF TUKWILA JAN 252016 PERMIT CENTER 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 01121116 Project No. 16210,00 Sheet Title BUILDING PLAN DETAILS Released for Construction Not Released for Construction N +1- 25'-2" +1- 11'-6" +/-13'-8" RECEPTION NEW WALL TO MATCH EXISTING FINISH AND SIZE. ENLARGE EXISTING RESTROOMS AS INDICATED. TYP. EACH RESTROOM. FOR REMAINDER OF RESTROOM NOTES AND DIM. SEE ELEVATIONS. 0 WOMENS ALIGN OFFICE BREAK ROOM OFFICE OPEN OFFICE FEB 182016 +/- 24'-8" ENLARGED FLOOR PLAN SCALE: 1/4" =1' - 0" OFFICE AREA = 2,390 SF Nb, RECEWmD Y OF TUKWILA JAN 2 5 20 16 RMT CENTER JACKSON I MAIN ARCHITECTURE 4879 RE ISTERED ITECT PERCICH RE' TA s' •F WASHINGTON Jackson I Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson I Main Architeture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 01/12/16 FOR OWNER 01/21/16 FOR PERMIT Revision Record HEKJELLI TT = AY PARK TUKWILA / UPLAND DC 425 ANDOVER PARKWAY TUKWILA , WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 01121116 15210.06 Sheet Title ENLARGED PLAN DETAILS Sheet No. Released for Construction Not Released for Construction METAL JOIST F MING PER CEILING FRMG PLAN ON SHEET @ 4'-0" 0 , UNO. METAL STPPING @ 4'-0" O.C. TYP. TOP & BOT. PROVIDE SOLID B CKING AT EA END PER CLG FRMG PLAN ON A1.1 NSUL TO BE HELD IN PLACE WITH WIRE STRUNG UNDER NEW JOISTS AT 12" OC. PERPENDICULAR PRIOR TO STALLING FSK PAPER. TYP. " MIN METAL STRAPPING '—FSK PAPER VAP! @ 4'0" O.C. FLAME SPREAD T.B. TYP. BOTTOM SEE NOTE ABOVE SUSP ACT WITH 2'x4' LAY IN PANELS SEE PLAN FOR HEIGHT ill 1 .•111.1 .11) 8 CEILING HGT PER PLAN 2" EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. PROVIDE NEW GWB TO MATCH EXISTING AT NEW FRAMING ABOVE WALL. ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 NOTES: WSEC C402.2.1 ROOF ASSEMBLIES SECONDARY STRUCTURE EXISTING WALL TO REMAIN. NEW FRAMING TO BE INSTALLED ON TOP OF WALL. CONFIRM HEIGHT OF WALL PRIOR TO CONSTRUCTION, REPORT CONFLICTS TO ARCHITECT. SECONDARY CEIL. DETAIL 1-112"=1'-0" 2012 WSEC C402.2.1 METAL JOIST AT 4'-0" OC. TYP. METAL STRAPPING AT 4'-0" OC. TYP. 7 FRAMING PLAN SCALE: 1/8" =1' - 0" 0 zzr N 12 NEW SURFACE MTD LIGHT IN BOTH RESTROOMS PER BLDG STDS. EXIST CEILING TO REMAIN, EXPAND AS REQUIRED FOR EXPANDED RESTROOMS. 50'-0" CENTER GRID IN ROOM EACH WAY. 3'-0" 4'-0" NEW 2x4 FLOURESCENT LAY IN LIGHT FIXTURES PER BLDG STDS. NEW SUSP ACCOUST. CEILING AT 9'-0" AFF. PER BUILDING STDS. EXIST. CEILING TO REMAIN EXIST. CEILING TO REMAIN •••••••• •••••••• TEWED FOR OMPLIANCE A ' OVED 18 2016 NEW SUSP ACCOUST. CEILING AT 9'-0" AFF. PER BUILDING STDS. NEW 2x4 FLOURESCENT LAY IN LIGHT FIXTURES PER BLDG STDS. of Tukwila DIVISION ENLARGED FLOOR PLAN SCALE: 1/4" = 1' - 0" OFFICE AREA = 2,390 SF N4 JACKSON I MAIN ARCHITECTURE 4879 REGISTERED ECT RCICH WASHINGTON Jackson I Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206,324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson I Main Architeture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson I Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 01/12/16 FOR OWNER 01/21/16 FOR PERMIT Revision Record HEK/ELLIOTT SAY PARK TUKWILA / UPLAND DC 425 ANDOVER PARKWAY TUKWILA , WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 01121116 15210,00 Sheet Title ENLARGED CLG PLAN RECEIVED DETAILS CITY OF TUKWILA JAN 2 5 2016 PERMIT CENTER Sheet No. ❑ Released for Construction ■ Not Released for Construction PROVIDE RECESSED PAPER TOWEL DISPENSER PER FINISH STANDARDS ON WALL ADJACENT TO SINK. MOUNT AT 40" AFF TO OPERATING CONTROL, WITH MAX REACH DEPTH NOT TO EXCEED 5", PER ANSI 606.7 MIRROR PER FIN. STANDARDS AT 40" A.F.F. SINGLE LEVER FAUCET, TYP. 3'-6" MOISTURE RESISTANT GWB CEILING & WALLS, PAINTED PER FINISH STANDARDS RECESSED TOILET SEAT SEAT COVER DISPENSER 1%" DIA. GRAB BAR PROVIDE BLOCKING IN WALL PROVIDE FRP/PLAM WAINSCOT PER FINISH STANDARDS TO 4'-6" AFF ALL WALLS 0 CV N • \\ 6" COVE BASE INTEGRAL W/ FLOOR 0 1'-6" CLR. WATER SUPPLY AND DRAINPIPES SHALL BE INSULATED OR CONFIGURED TO PROTECT AGAINST CONTACT. NO SHARP OR ABRASIVE SURFACES UNDER LAVS AND SINKS �CLR. 1'-6" CV N'TES: 1. INSTALL BLOCKING IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES 2. TOILET FLUSH CONTROL HANDLES SHALL BE MOUNTED FOR USE FROM THE WIDE SIDE OF THE STALL AND NOT MORE THAN 44" A.F.F. PER ICC A117.1, SECTION 604.6 TYP. RESTROOM DETAIL 114"=1-0 2' J PRE -MANUFACTURED PLAM COUNTER W/ INTEGRAL BACKSPLASH & BULLNOSE FRONT EDGE, SEE DETAIL 12/A-4. REFER TO A-6 FOR FINISH STANDARDS SINK Y4" PLYWOOD PLASTIC LAMINATE FINISH ON %" PLYWOOD ON ALL EXPOSED SURFACES (TYP) STAINLESS TOE KICK AT SINK PER DETAIL 16/A-4 AND FINISH STANDARDS FINISH FLOOR MOISTURE RESISTANT GWB CEILING & WALLS, PAINTED PER FINISH STANDARDS FRP/PLAM WAINSCOT ALL WALLS UP TO 4'-6",TYP. 1%" DIA. GRAB BARS. PROVIDE BLOCKING IN WALL, TYP 4'-6" 3,-3" N 6" COVE BASE INTEGRAL WITH FLOORING TOILET PAPER DISPENSER 2'-6" 5'-0" TYP. RESTROOM DETAIL 1/4"=-1-0' PLASTIC LAMINATE PER FINISH STANDARDS ALL SURFACES 24" DEEP COUNTER 4" INTEGRAL P. LAM. SPLASH ADJUSTABLE SHELVES, TYP. 8'-6" /N \ � _�—_____N___/1\5 �=, _ x I I T � ,N / -L__ "II N \ _ x II" NY rSINK r i I I • (9 CV IN CV 7 3'-0" 7'-0" A A-4 NO SC WD 106 3'-0" 2'-g" 2'-9" SIM TIMELY BLD. STAND. 107A 3'-0" • • \ PROVIDE FILLER OR FINISHED SIDE AS REQ. NO BASE UNDER SINK TO PROVIDE WHEELCHAIR ACCESS. SEE DETAIL 7/A-4 NOTE: FIELD VERIFY SIZE OF BREAKROOM PRIOR TO CASEWORK FABRICATION. CABINET DETAIL @ SINK � B.R. CASEWORK ELEV. 1/4 EASED EDGE 3/4" PLY. SPLASH COVED INSIDE CORNER PROVIDE CAULK AT TOP OF BACKSPLASH, TYP. PLAM COUNTER FINISH PER FINISH STANDARDS. BULLNOSE EDGE. 3/4" PLY. COUNTER TOP 314" PLY. FACIA OR DRAWER BR COUNTER DETAIL 3"=1'-0 PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD ON DOORS, DRAWER FRONTS, SIDES, & TOP, MELAMINE INTERIOR. 4" KICK SPACE W/ STAINLESS STEEL PER FINISH STANDARDS FINISH FLOOR TOEKICK DETAIL 3"=1'-0" RESTROOM NOTES: FOR PLUMBING FIXTURE LOCATIONS, REFER TO ENLARGED PLANS INSTALL BLKG. IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES. FLOOR FINISH TO BE PER SCHEDULE AND SPECIFICATIONS INSULATE HOT WATER AND DRAIN LINES OF WHEELCHAIR ACCESSIBLE LAVATORIES. REFER TO DETAIL THIS SHEET FOR STANDARD MOUNTING HEIGHTS OF FIXTURES URINAL SCREEN NOT TO EXTEND BEYOND FRONT EDGE OF URINAL RIM. TOILET STALL PLAN MAY BE OPPOSITE HAND. REFER TO ENLARGED PLANS FOR CONFIG. MOUNT ANSI DRINKING FOUNTAIN WITH SPOUT NO MORE THAN 36" AFF CV • SNDL TPD t1:, ROLL LAV \ SCD/ADA \ GRAB BAR STD MOUNTING HTS NO. 101A DOOR SCHEDULE DOOR WIDTH HEIGHT TYPE THK FIRE MATERIAL 3'-0" 7'-O" ALUM 1018 3'-0" 7'-0" A 1-3/4" NO SC WD 101C 3'-0" 7'-O" A 1-3/4" NO SC WD 102 3'-0" 7'-0" A 1-3/4" NO SC WD FRAME HEAD JAMB DTL DTL MATERIAL FINISH HARDWARE LOCK CLOS THRS PANIC REMARKS 41A-5 SIM TIMELY BLD. STAND. 0 103 3'-0" 7'-0" B 1-3/4" NO SC WD 4/A-5 SIM TIMELY BLD. STAND. 104 3'-O" 7'-0" 1-3/4" NO SC WD 41A-5 105 3'-0" 7'-0" A 1-3/4" NO SC WD 106 3'-0" EXISTING TO REMAIN. 7/A-5 SIM TIMELY BLD. STAND. 107A 3'-0" 7'-0" A 1-3/4" NO 7/A-5 SIM TIMELY BLD. STAND. 101 SECURED HALL 41A-5 SIM TIMELY BLD. STAND. 0 103 3'-0" 7'-0" B 1-3/4" NO SC WD 4/A-5 SIM TIMELY BLD. STAND. 104 3'-O" 7'-0" 1-3/4" NO SC WD 41A-5 105 3'-0" 7'-0" A 1-3/4" NO SC WD 106 3'-0" 7'-0" A 1-3/4" NO SC WD 107A 3'-0" 7'-0" A 1-3/4" NO SC WD 1078 PR3'-0" 7'-0" B 1-3/4" NO SC WD SIM TIMELY BLD. STAND. 4/A-5 SIM TIMELY BLD. STAND. 4/A-5 SIM TIMELY BLD. STAND. 4/A-5 SIM TIMELY BLD. STAND. 0 PRIVACY LOCK 0 PRIVACY LOCK 4/A-5 SIM TIMELY BLD. STAND. 108 3'-0" 7'-0" EXISTING TO REMAIN. 109 3'-0" 7'-0" EXISTING TO REMAIN. NOTES: 1. ALL DOOR HARDWARE TO BE LEVER TYPE OR PANIC BAR HARDWARE AS NOTED. 2. PROVIDE BLOCKING FOR ALL WALL MOUNTED DOOR STOPS. 3. ALL NEW WOOD DOORS TO BE FSC CERTIFIED. 4. CONFIRM WITH TENANT WHICH DOORS TO RECEIVE LOCKSETS. ROOM FINISH SCHEDULE NO. ROOM NAME BASE FLOORS WALLS CEILINGS REMARKS NORTH WEST EAST SOUTH m m re INTEGRAL COVE L EXISTING TO REMAIN CARPET TILE [SHEET VINYL VCT [EXISTING TO REMAIN PAINT I EXISTING TO REMAIN GWB PAINTED 2x4 SUSP ACOUSTICAL CEILING OPEN TO STRUCTURE EXIST. 2x4 SUSP CLG TO REMAIN 101 SECURED HALL 102 RECEPTION 103 OFFICE 104 MENS 0 0 0 0 PROVIDE WAINSCOTTING PER ELEVATIONS 105 WOMENS PROVIDE WAINSCOTTING PER ELEVATIONS 106 BREAK ROOM 107 OPEN OFFICE 108 WAREHOUSE OFFICE 109 WAREHOUSE OFFICE • WR/PTD 1/2"--T—o" (NTs) SND TOILET ACCESSORY ABBREVIATIONS ANSI AP CH DF GB MIR MRGWB PTD SCD \ MIRROR AMERICAN NATIONAL STANDARDS INST. ACCESS PANEL COAT HOOK DRINKING FOUNTAIN GRAB BAR (GB1=36" LONG, GB2=42" LONG) MIRROR MOISTURE RESISTANT GWB - 5/8" THICK PAPER TOWEL DISPENSER TOILET SEAT COVER DISPENSER WC/ADA WC SD SOAP DISPENSER SND SANITARY NAPKIN DISPENSER SNDL SANITARY NAPKIN DISPOSAL STS STANDARD TOILET STALL TPD TOILET PAPER DISPENSER TPTN TOILET PARTITION URSCR URINAL SCREEN WC WATER CLOSET WR WASTE RECEPTACLE. TYPE A SOLID CORE WD DOOR W/ TIMELY FRAME PER BLDG. STANDARDS, SIZE PER SCHEDULE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 18 2016 City of Tukwila BUILDING DIVISION TYPE B SOLID CORE WOOD DOUBLE DOOR W/ TIMELY FRAME PER BLDG STANDARD, SIZE PER SCHED DOOR TYPES 1/4"4-0" N RECEWED CITY OF TUKWILA JAN 252016 PERMIT CENTER JACKSON I MAIN ARCHITECTURE Jackson I Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson I Main Architeture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson I Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 01/12/16 FOR OWNER 01/21/16 FOR PERMIT Revision Record HEKIELLIOTT BAY PARK TUKWILA / UPLAND DC 425 ANDOVER PARKWAY TUKWILA , WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 01121116 Proj15210ect 00 No. , Sheet Title SCHEDULES - DETAILS IT Released for Construction Not Released for Construction W.H. MIN. 3., EXTEND INSUL. TO ALIGN WITH EXIST. GWB TO BE FULL HEIGHT ON WAREHOUSE SIDE SUSP ACT WITH 25:4' LAY IN PANELS SEE PLAN FOR HEIGHT CEILING HEIGHT PER PLAN 2" EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. EXIST. WD STUD WALL W/ NEW R-21 BATT ISUL. & 1 %" RIGID INSULATION 1 SIDE & 5/8" TYPE "X" GWB EA SIDE, PER FINISH STANDARDS 1ID"M IIAIf1111d71 5/8" TYPE "X" GWB OVER MTL STUDS (SIZE PER PLAN) PAINT PER FINISH STD. SOUND BATT AS REQ. NOTE: WALL MAY BE EXIST. SEE PLAN. I111111111IIIIIIIII1 111111111111111 NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL .' BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 EXIST. EXT. WALL DETAIL 311=11-0" �J. OFFICE EXIST. WD STUD WALL W/ NEW R-21 BATT ISUL. & 1 Y2" RIGID INSULATION 1 SIDE & 5/8" TYPE "X" GWB EA SIDE, PER FINISH STANDARDS FINISH PER BLDG STANDARDS PATCH & REPAIR AS REQ'D. TO iRECEIVE FINISH PER STANDARDS AS I n1%1111111 III REQ. nln►mNurlr A <-7 XDNI POWER DRIVEN HILTI FASTENER 24" OC EMBED 1-1/2" NEW FINISH PER FINISH STANDARDS, TYP. PATCH & REPAIR AS REQ'D. TO RECEIVE FINISH PER OWNER 4/VALL BASE DETAIL 3"=1'-0" OFFICE EXISTING WD STUD WALL Wl NEW R-21 BATT INSUL. & 1-1/2" RIGID INSUL. 1 SIDE & %" TYPE "X" GWB EA. SIDE, PER FINISH STANDARDS. EXIST. WALL BASE DETAIL 3"=1'-0" SHOWN @ W.H./OFFICE WALL LU a 0 w U METAL FRAME PER FINISH STANDARDS DOOR SILENCERS. DOOR PER FINISH STANDARDS # DOOR JAMB SIMILAR W.H. DOOR HEAD DETAIL If )) , •')))') SUSP ACT WITH 2'x4' LAY IN PANELS WALL DETAIL CEILING HEIGHT i;1 PER PLAN MTL STUD WALL W. GWB PTD SMOOTH FIN. W/ SOUND BATTS AS REQ. GWB CLG TAPED & SANDED W/ PTD FIN. TO MATCH WALLS ON 6" MTL CEILING JOISTS @ 12" OC SEE PLAN FOR CLG HEIGHT NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 4" MIN. / EXTEND FRAMING TO 10'-0" AFF. AND BRACE AS REQ. EXTEND GWB TO BE 12'-0" ON WAREHOUSE SIDE. REFER TO DETAIL 16/A1.1, TYP. SUSP ACT WITH 2'x4' LAY IN PANELS .'))) ' ) CEILING HEIGHT PER PLAN 2" EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. EXISTING WALL TO REMAIN. NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 MTL. FRAME PER FINISH STANDARDS EXISTING WALL, COFIRM ACTUAL CONSTRUCTION. METAL STOP TEMPERED GLASS IN MTL. FRAME PER FINISH STANDARDS JAMB @ GLAZING 3"=1'-0" GWB CLG TAPED & SANDED W/ PTD FIN. TO MATCH WALLS ON6" MTL CEILING JOISTS @ 12" OC SEE PLAN FOR CLG HEIGHT EXISTING WALL TO REMAIN. TYP. EXT. WALL DETAIL 3"=1'-0" MIN. 3 (•(U..('4( :I)) ') •')))'I EXTEND FRAMING TO 6" ABOVE CLG BRACE TO ADJACENT WALLS WHEN WALL LENGTH IS 12' OR GREATER, SUSP. ACT W/ 2'x4' LAY IN PANELS, SEE PLAN FOR LAYOUT AND HEIGHT. TYP. EXT. WALL DETAIL � WALL DETAIL CEILING HEIGHT PER I'LAN 2" EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. METAL STUD WALL PER SCHED W/ GWB PAINTED SMOOTH FINISH W/ SOUND BATTS OR INSUL. AS REQ. PER PLAN. NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2009 SECTIONS 808.1 & 1613.1 TYP DOOR %" TYPE "X" G.W.B. BOTH SIDES OVER MTL STUDS (SIZE PER PLAN) WITH SOUND BATTS AS REQ. NOTE: DETAIL AT EXISTING WALLS, SIMILAR. MTL FRAME PER FINISH STANDARDS DOOR SILENCERS. DOOR PER FINISH STANDARDS. # DOOR JAMB SIMILAR HEAD DETAIL 3"=1-0" 2'x4' ACOUSTICAL CEILING TILE (ACT) JOIST THREAD CLG. SUSP. WIRE ATTACHMENT RUNNER 2' TYP. 4 #12 GA. WIRE SEIS BRACE PER ASTM C 635 A ASTM C 636 STRUCTURAL FRAMING ACT 2x4 PLAN VERTICAL SEISMIC STRUT TO MEET ASTM C 635 ASTM C 636 NOTES: ENTIRE ACT CEILING SYSTEM SHALL BE INSTALLED PER SBC 2012 SECTIONS 808.1 & 1613.1 SEISMIC SEPARATION JOINTS NOT REQUIRED FOR CEILINGS UNDER 2500 SQ FT IN AREA 4'-0" MIN. SECTION CEILING DETAIL 1/2"=1'-0" cc w LU U Co EXIST. WALL, CONFIRM ACTUAL CONSTRUCTION. TYP. MTL WINDOW FRAME PER STANDARDS, WRAP AROUND G.W.B. GLAZING BEAD TEMPERED GLASS RELITE, PER FINISH STANDARDS HEAD @GLAZING 3"=1'-0° JAMB SIMILAR NOTE: A L CROSS MEMBER & MAIN UNNERS TO BE INDEPEND ► TLY SUPPORT D A MAX. OF 8 R M THE ENDS NOTE: TIE TOGET R E 'S OF THE MAIN RUNNERS & C' •SS MEMB" T i PREVENT SPREADIN SEISMIC BRACE PER AS M C 635 ND ASTN C 636 SEISMIC STRUT. 0 CV NOTE: N OF MAIN RUN \IERS & CROS ` ' E BERS SPALL BE SECURED • WALL CHANNELS 0 0 WALLS ONLY. THE OFPOSITE •S MUST REMAIL REE WITH CLEARANCE AND S► PORTED ENDS FROM STRU :',TURE ABOVE. WALL 6'-0" MAX 12'-0" MAX. ACC USTI CAL CEILING TILE (2'x4) NOTE: ILING ®ET ' SHALL A.C.T. CEILING SYSTEM ® L SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 1/4"=1'-0" IRE rEWED FOR CODE COMPLIANCE APPROVED FEB 18 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 252016 PERMIT CENTER JACKSON I MAIN ARCHITECTURE 4879 REGISTERED HITEC . PERCICH WASHINGTON Jackson I Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson I Main Architeture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole', without the written consent of Jackson I Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 01/12/16 FOR OWNER 01/21/16 FOR PERMIT Revision Record HEK/ELLI PARK TUKWILA / UPLAND DC 425 ANDOVER PARKWAY TUKWILA , WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 01121116 Project No. 15210.00 Sheet Title SCHEDULES DETAILS U Released for Construction Not Released for Construction. Customer Finish Standards Revised: March 3, 2014 DIVISION 1 GENERAL REQUIREMENTS 1.1 CODES: All construction shall comply with local, state and federal codes and regulations, including all ADA standards. 1.2 JOBSITE CONDITIONS: All contractors must verify existing job conditions prior to bid. 1.3 DOCUMENT CONFLICTS: If there is a conflict in the drawings, or between the written specs and the drawings, the contractor shall be responsible for the more expensive of the options. 1.4 CLOSE-OUT DOCUMENTS: Provide 0 & M manuals and "as -built" drawings for all architectural, structural, plumbing, electrical, HVAC and fire protection work on two (2) CD's in pdf format. Provide one (1) hard copy and one electronic copy in pdf format of the stamped permit set of drawings. The value of the close-out documents shall be 10% of the value of the respective work. 1.5 EXISTING STRUCTURE: Nothing may be suspended from the 2x4 or 2x6 sub -purlins at the roof without the structural engineer's written permission except for warehouse lighting fixtures specified below. 1.6 EXISTING CONDITIONS: These finish standards shall be modified to match existing conditions with written approval from the Prologis Project / Property Manager 1.7 FLOOR MAINTENANCE: No vehicles except scissor lifts shall be allowed inside the building during construction without written permission from the owner. All scissor lifts shall have non -marking tires and must be diapered to prevent marking and staining of the concrete floor. 1.8 SUPERVISION: The general contractor shall provide a highly experienced jobsite superintendent, acceptable to the owner, to manage all the work during the course of construction. DIVISION 3 CONCRETE 3.1 PATCHING: Any removal and replacement of the concrete slab shall meet the requirements of the existing slab. Do not overcut corners when cutting the floor in warehouse areas. Use care when removing concrete to avoid damage to adjacent slabs to remain. Backfill and subgrade shall be compacted to 95% of maximum dry density determined in accordance with ASTM D-1557. Dowel the new concrete patch to the existing slab with 1/2" steel dowels, extending a minimum of 8" into slab at 18" o.c., secured with epoxy. Install two (2) #4 rebar horizontally in all plumbing trenches. Use 4,000 p.s.i. (at 28 days) concrete for the pour back. All trench patching in the warehouse area shall have a 1/8 inch radius edge and apply new concrete seal. Prior to pouring concrete, stone the existing sawcut edge with an abrasive brick to approximate a 1/8 inch radius edge. Install vapor barrier if there is existing vapor barrier. Sawcut control joints in new concrete to match existing, and install joint filler to match existing (Metzger McGuire MM80 or equivalent) DIVISION 4 METALS 4.1 BOLLARDS: Furnish and install two (2) 6" diameter, concrete filled, thin wall steel, pipe bollards extending 4'-0" A.F.F., set in 3'-0" of concrete at each grouping of electrical transformers and panels and at all sprinkler risers in all warehouse areas and other locations exposed to vehicular traffic. Paint new and existing bollards OSHA "Caution Yellow". Surface mounted bolt down bollards may be acceptable at low traffic areas (verify with Prologis Project / Property Manager). Surface mounted bollards shall be 4 diameter 4'-0" A.F.F. with a one foot square base plate and expansion anchored to the concrete floor with four (4) each %" expansion anchors. DIVISION 6 WOOD AND PLASTICS 6.1 CABINETS: Furnish and install a coffee bar and / or lunch room base cabinet. The base cabinet(s) shall be plastic laminate by Wilsonart or approved equal in the manufacturer's standard color on all exposed horizontal and vertical surfaces, including open cabinet interiors, unless otherwise noted. Semi -exposed cabinet interiors and shelves shall be white melamine with .5mm PVC edge binding. Drawers shall be Grass 6036 Zargen System slides or approved equal. The hardware shall be 96mm wire pulls, 125deg. Blum concealed hinges or approved equal. The cabinet(s) shall be 6'-0" long minimum and 34" high. Each cabinet shall have one row of drawers over doors. The maximum depth for cabinet and countertop should be 24". 6.2 COUNTERTOPS: The countertops shall be plastic laminate by Wilsonart or approved equal. The coffee bar tops shall have a 2" bull nosed front edge and top edge with a 4" splash and a radiused inside and outside corner at the backsplash. For SF Bay Area Market, install a solid surface countertop per finish spec provided by Prologis personnel. 6.3 LAVATORY COUNTERTOPS: All office toilet rooms with multiple lavatories shall have vanities. The lavatories shall be installed in a plastic laminated countertop with 2" bull nosed front edge, a 4" backsplash and a radiused inside and outside corner at the backsplash. Single accommodation toilet rooms and multiple accommodations toilet rooms serving the warehouse shall receive wall mounted lavatories. For SF Bay Area Market, install a solid surface countertop per finish spec provided by Prologis personnel. 6.4 MILLWORK QUALITY: Architectural millwork and cabinetry shall be of a construction quality equal to that of the Architectural Woodwork Institute's (AWI) custom grade for flush overlay construction. MDF products shall be made with binder containing no urea -formaldehyde. Wood glues used for fastening shall have a VOC content of 30 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). Multipurpose construction adhesives shall have a VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). Contact adhesives shall have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24) DIVISION 7THERMAL AND MOISTURE PROTECTION 7.1 ROOF INSULATION: The roof insulation above conditioned area ceilings shall be R-19 (or as required by the energy compliance calculation), unfaced fiberglass batts, wire -tied in place as manufactured by Owens -Coming or equal. Furnish and install a vapor barrier where required by code. Where perimeter office walls do not extend to the roof deck, lay insulation on top of the ceiling tiles if code allows. Note: WSEC does not allow. 7.2 THERMAL WALL INSULATION: Furnish and install R-13 (or as required by the energy compliance calculation) unfaced fiberglass batt insulation from floor to roof in walls between conditioned and unconditioned spaces. Furnish and install R-13 at all furred exterior concrete wall at conditioned spaces. Provide a vapor barrier where required by code. For Seattle market, install R-10 rigid insulation from floor to roof in walls between conditioned and unconditioned spaces. 7.3 ACOUSTIC INSULATION: Furnish and install 3 1/2" unfaced fiberglass batt acoustic insulation in all toilet and shower room walls and ceilings, and demising wall at office area. The batt insulation at office demising wall should go the full height of the wall. 7.4 INSULATION FACING: All exposed fiberglass batt insulation shall have a white PSK -25 or approved equivalent facing. 7.5 ROOFING: The contractor shall use a roofing contractor certified to install the existing roofing material for patching of all roof penetrations. Prior to the work, contractor should verify with Prologis manager for the qualified roofers. The new roof penetrations shall be made in accordance with the roofing manufacturer's recommendations, such that the existing roofing warranty is maintained. The patch shall also meet all of the requirements stated in the building shell specifications. On built-up roofs, pipe and conduit penetrations at the roof shall receive galvanized pipe flashing with screw clamp and elastomeric sealant and shall also be hot asphalt patched with 4 ply. 7.6 ARCHITECTURAL SHEETMETAL: Furnish and install sheet metal cap flashing on top of any roof mounted wood sleepers approved by owner.. 7.7 FIRE SAFING: Penetrations at one hour walls shall be fire safed or caulked, DIVISION 8 DOORS AND WINDOWS 8.1 INTERIOR DOORS AND FRAMES: Furnish and install 3'-0" x 7'-0" x 1-3/4", solid core, birch, B-3 stain prefinished doors in "Timely" prefinished black steel frames (clear anodized aluminum frames by ACI, Eclipse or approved equal in the San Francisco Bay Area), with 1-1/2" pairs of Hager BB1279 butts per door U.O.N. (All office door shall receive a 2'-0" sidelight in the San Francisco Bay and Seattle Areas). Doors receiving closers shall receive ball-bearing butts. Doors and frames shall be 20 minutes rated where required. When working in an existing tenant space, the new doors and frames shall match the existing doors and frames U.O.N. Use metal frame for door backing, wood is not allowed. 8.2 NEW EXTERIOR DOORS/FRAMES: 20 guage, full flush, 1-3/4" thick hollow metal with fibrous honeycomb core or steel stiffened hollow metal. Install rain drip seal on new hollow metal doors. Frame: 18 guage with 2" faces and 5/8" stops formed internal corners mitered, welded and ground smooth, 8.3 INTERIOR DOOR HARDWARE: Furnish and install Schlage AL10S Saturn passage hardware on all doors except single accommodation toilet rooms which shall receive Schlage AL4OS privacy locks. The door hardware shall have a brushed chrome 626 finish U.O.N. Furnish and install weather-stripping, closers, and drop seals at doors between conditioned and non -conditioned areas. Furnish and install closers on all toilet and shower room doors. The closer shall be installed on thetoilet room or warehouse side of the door. When working in an existing tenant space, the new door hardware shall match the existing door hardware U.O.N. 8.4 EXTERIOR DOOR HARDWARE: Match the existing building hardware. Include door closers and latch guards on all new doors. 8.5 DOOR SIGNAGE: Include all signage per code (Handicap, Exit, etc.) 8.6 OVERHEAD DOORS: Match the existing building overhead doors and door insulation. If no O.H. doors exist, use insulated Overhead Door Company or equal with 3" track 20 gauge door vertical reinforced bottom rail, with step plate flush panel sectional. Sawcutting at exterior concrete panels must be certified by a licensed structural engineer. No overcuts will be allowed. Protect new overhead door tracks with "Zee Guards": 3/8" thick bent plate, 4 feet long, bolted to the tilt -up wall panel to protect all dock overhead door tracks 8.7 INTERIOR WINDOW FRAMES/GLASS: Interior windows shall be 1/4" clear tempered glass set in black "Timely" frames (or anodized aluminum frames in the S.F. Bay Area) to match the interior door frames. Glazing height shall match door height, UON; width shall be as indicated on plans. 8.8 MIRRORS: Furnish and install 4' high x 1/4" thick plate glass mirrors with two coats silver and electroplated copper backing, and wiped edges at all lavatory vanities. The mirror shall be the length of the lavatory top set directly on top of the splash and extending to the underside of the light shelf. If wall mounted lavatories are used, the mirror shall be a Bobrick 2436. 8.9 EXTERIOR GLASS: The glass in new storefront doors and "in -filled" truck door openings shall match the existing building glass. If the building glass is a long lead item, install gray vision glass (tempered if necessary) for temporary use until building standard glass is available. 8.10 FALSE MULLIONS: Where interior drywall partitions meet the exterior window wall, furnish and install aluminum "false" mullions finished to match the existing exterior storefront. DIVISION 9FINISHES 9.1 FIRE RATED WALLS: Metal studs with one layer of 5/8" type "X" gypsum board on each side from the floor to the roof deck with top slip track. The stud size and spacing shall be per the stud manufacturer's tables and local code requirements. Install fire safing between the gypsum board and roof deck U.O.N. Penetrations at one hour walls shall be fire safed or caulked. 9.2 FULL HEIGHT DRYWALL PARTITIONS (including tenant demising walls): Metal studs with one layer of 5/8" type "X" gypsum board on each side from the floor to the roof deck with top slip track. The stud size and spacing shall be per the stud manufacturer's tables and local code requirements. Drywall installed above an acoustical ceiling shall be firetaped and screws spotted 9.3 OFFICE DRYWALL PARTITIONS: All partitions in areas with ceilings shall be undergrid 3-5/8" or 3-1/2" x 25 GA. metal studs at 24" o.c. with 5/8" fire code type "X" gypsum board on each side. The ceiling grid shall be installed first with walls built to the grid. The intersection of the wall at the grid shall be snug and flush. Install "L" metal trim at the top of the wall. Toilet room perimeter walls shall be built to 6" above grid. Furr perimeter concrete walls and interior columns in office areas to 6" above the grid. 9.4 OFFICE/TOILET RM. WALL/CEILING FINISH: All office drywall shall receive a light skip trowel textured wall finish. Denver, Salt Lake City, Portland and Seattle area projects shall receive a smooth finish. The skip trowel texture shall be the size of a quarter dollar coin. The finish shall be mocked -up on a 4'x4' piece of drywall on the jobsite for the owner's approval prior to final application. The toilet and shower room walls and ceilings shall have a smooth finish and drywall ceiling installed at 8'-0" A.F.F. U.O.N. 9.5 WAREHOUSE GYPSUM BOARD WALL FINISH: All drywall in the warehouse shall be fire taped only unless otherwise noted. Spot screws in firetaped areas 9.6 END CAPS: Where a partition meets a window mullion, furnish and install an aluminum "wall end cap" finished to match the storefront U.O.N. Install rigid 2" x 2" black foam between end cap and storefront glass if end cap does not intersect vertical mullion. 9.7 WAINSCOT: Toilet room walls shall have 4' high white FRP or plastic laminated wainscot set 6" A.F.F. U.O.N. Walls behind mop sinks, drinking fountain and laundry sinks shall receive a 4' x 4' wainscot along each side of the sink in contact with the wall. All wet walls shall receive water resistant drywall (greenboard). Walls in showers shall receive cement board backer. 9.8 ACOUSTIC CEILING TILE: Furnish and install 24" x 48" x 5/8" USG Omni non -directional fissured tile or equal, installed at 9'-0" A.F.F., U.O.N. in all office areas except toilet and shower rooms. Use second -look ceiling tile in Seattle market. 9.9 ACOUSTIC CEILING TILE SUSPENSION SYSTEM: Furnish and install Class "A" 15/16" exposed "T" grid system, intermediate duty (heavy duty in seismic design category "D" areas) with 11/2" main tees, 11/2" cross tees, and 7/8" x 7/8" wall mold as manufactured by Donn or equal per code. Fire rated grid and tile shall be used where code requires. The grid color shall be white to match the tile exactly. 9.10 CARPET: Carpeting shall be Designweave, Shaw (such as Lynchburg 26 series) or approved equal, loop graphic, solution dyed 100% nylon, 26 oz. per square yard average yam weight minimum, 1/10th gauge, color to be selected from manufacturer's standard colors U.O.N. Carpet shall be direct glue down U.O.N. Verify with Prologis Manager for final finish selection. In Seattle Area: Install walkoff mat at all doors from office to either exterior of the building or warehouse. The walkoff mat should be at least 4' wide or the width of the hallway by 3' deep. The product should be Connexus Super Nop 52 in either roll good or modular tile or equal. 9.11 VINYL COMPOSITION TILE: Furnish and install 1/8" gauge, standard grade, VCT as manufactured by Tarkett, Azrock, or Armstrong. Install VCT in server rooms and IT closets. No VCT shall be installed in toilet rooms. Verify with Prologis Manager for final finish selection. 9.12 RUBBER BASE: All areas receiving floor covering and new walls except the toilet rooms shall have 4" high topset rubber base as manufactured by Burke, Roppe, or Tarkett in a standard color. Install the rubber base on a continuously roll, not sectional. Verify with Prologis Manager for final finish selection. 9.13 SHEET VINYL: New toilet rooms shall receive sheet vinyl flooring with a 6" integral flashed cove base with brushed aluminum trim on the top edge. All joints shall be heat welded and receive seam sealer. The sheet vinyl shall be Conon or Mannington Magna. If not available, need to specify later installed in all new toilet rooms. Verify with Prologis Manager for final finish selection. 9.14 TRANSITION STRIPS: Furnish and install black vinyl transition strips at all changes in flooring material U.O.N. 9.15 CERAMIC TILE: (Central Valley area only) Restrooms: Use 2x2 American Olean ceramic tile or equal slip resistant on floors and 4x4 ceramic tile on walls as noted on plans. Grout: color to be selected from manufacturer's standard colors. The tile floor shall be cleaned after installation to remove excess mortar and grout. The grout shall be sealed per manufacturer's recommendations. Verify with Prologis Manager for final finish selection. 9.16 CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor sealer / hardener in warehouse areas. 9.17 PAINT: On walls receiving a skip trowelled finish, apply one (1) coat of interior satin latex paint, Sherwin Williams or equal in a standard light color. Lunch I break rooms, toilet and shower rooms and the wall at the coffee bar shall receive one (1) coat of latex semi -gloss enamel over one (1) coat of PVA sealer. Smooth finished walls shall receive two coats of eggshell latex paint. Paint the warehouse demising wall(s) and warehouse side of the office walls one (1) coat of interior flat latex paint if required. Verify with Prologis Manager for final finish selection. All exposed warehouse columns 18'-0" or taller shall be painted OSHA yellow to 12'-0" from A.F.F.. The remainder of the column above 12'-0" to the roof shall be painted white. DIVISION 10 SPECIALTIES 10.1 TOILET ACCESSORIES: Napkin Disposals: Bobrick B-270 sanitary napkin disposals in each women's toilet stall U.O.N. Paper Towel Dispenser: Bobrick B-369 (for single accommodation toilet rooms) or a Bobrick B-3944 (for multiple accommodation toilet rooms) recessed paper towel dispenser with a waste receptacle U.O.N. Seat Cover Dispenser: Bobrick B-221 seat cover dispenser in each toilet stall. Toilet Paper Holder: Bobrick B-686 double toilet paper holder. Grab Bars: Bobrick No. B6806-36 and B6806-42 stainless steel per ADA. 10.2 TOILET PARTITIONS: Furnish and install metal, floor mounted, overhead braced toilet partitions with a backed enamel finish by Global Partitions, Knickerbocker or equal in manufactures standard "quick ship" color. 10.3 SIGNAGE: Furnish and install all handicap and exit signage as required by code. DIVISION 11 DOCK EQUIPMENT 11.1 MANUFACTURER: All dock equipment when required by the customer as an upgrade shall be Arbon, Kelly / Serco, Nordock or Powerramp. 11.2 LEVELER PIT: All exposed edges of the dock leveler pit shall be protected wiih steel corner angles. The existing steel angle or channel at the face of the existing dock shall be replaced with new steel integrally tied to the new pit Do not overcut the corners when sawcutting the concrete slab for the new pit. On the exterior wall, all edges must have a clean'/." chamfer, accomplished by grinding or sawcutting the existing concrete with a %" chamfer and pouring the new concrete with a %" chamfer. 11.3 DOCK LEVELERS: Mechanical 6' x 8' 35,000 lb. capacity Arbon, Kelly I Serco, Nordock or Powerramp with recessed pit per manufacturer's detail. 11.4 EDGE OF DOCK LEVELERS: 72" wide x 3,000 lb. capacity Arbon, Kelly / Serco, Nordock or Powerramp. The EOD must be mounted per manufacturer's instructions and must be installed with a transition plate extending 12"minimum into the building if there is no existing steel channel in the dock. Sawcut transition plate into the concrete floor at the leading edge . 11.5 DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats with an 8" exposure. The projection shall be 10" standard or 21" at E.O.D.'s including wood blockouts. 11.6 DOCK SHELTERS: The fabric shall be 40 oz black hyplon. The projection shall be 24" standard and 36" at E.O.D.'s. 11.7 DOCK LIGHTS: Adjustable dock loading light with 40" extension. DIVISION 12 FURNISHINGS 12.1 BLINDS: All exterior windows, including exterior warehouse windows and windows above any acoustic ceilings, shall receive mini -blinds by Bali "Classic" or approved equal, with a valance, in a color to match the storefront aluminum color U.O.N. The blinds shall be "inside mounted" (between the vertical window mullions) flush with the inside face of the mullion. Storefront doors and any interior windows shall not receive blinds. Install blinds at all door sidelights. DIVISION 15 PLUMBING 15.1.1 DESIGN BUILD: Unless engineered plumbing system drawings are included in the bid documents, the plumbing work shall be performed on a design -build basis. The design -build plumbing contractor shall furnish and install a complete and operative plumbing system to meet all local and state codes. 15.1.2 PLANS: Provide plumbing plans for architect's and owner's review and approval. 15.1.3 SEWER LINES: Sewer, soil and waste lines within the building below the finished floor elevation shall be schedule 40 ABS plastic or schedule 40 PVC plastic pipe. Sewer, soil and waste lines within the building above the finished floor elevation shall be standard weight cast iron. ABS piping may be used above the finished floor if permitted by code and approved by the owner. 15.1.4 GAS LINES: All gas lines shall be run under the roof above the bottom cord of the trusses perpendicular or parallel to the existing roof structure. All new and existing gas lines within a single tenant space shall be connected to a separate gas meter. 15.1.5 PIPE MATERIAL: All pipe materials shall be subject to the requirements of the City and/or governing body. All domestic water, condensate and smitty pan drain lines must be copper. 15.1.6 PLUMBING FIXTURES AND TRIM: Lavatory for vanity: American Standard, " Cadet Everclean- Oval Countertop sink", model 0419.444EC, white, self -rimming or equal with a Delta Model 523 LF HDF or Moen L4601 single lever type faucet assembly with a grid strainer and bright chrome finish. Furnish and install a Handy -Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory. Wall -hung lavatory: American Standard, "Lucerne", model 0355.012, white, wall mounted lavatory or equal with a Delta Model 523 LF HDF single lever type faucet assembly with a grid strainer and bright chrome finish. Furnish and install a Handy -Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory. Water closet: American Standard, " Madera FloWise- Right Height" elongated, flush valve toilet, 17" height, model 3043.001 or approved equal in white, with an Olsonite #95 seat and a Sloan #111 flush valve Urinal: American Standard, "Washbrook FloWise", model 6590.125, or approved equal, white, with a 3/4" top spud. For Portland Area: American Standard, "Washbrook FloWise", model 6590.125, or approved equal, white. Coffee bar / Lunch Room sink: Elkay, model LRAD 1918, stainless steel, with a Delta #100 faucet. If the Lunch Room base cabinet is 8'-0" or longer, use an Elkay model GECR 2521. Furnish and install a Handy -Shield Drain Cover #3011 White by Plumberex Specialty Products under each sink. Laundry tray: When specified as a customer upgrade use Fiat Products, Molded -Store, model FL -1, with 20 gallon capacity, or Florestone Model FM Utility Sink with a Delta model 2123 laundry tub faucet. Shower enclosure: When specified as a customer upgrade use Florestone, wheelchair accessible fiberglass shower stall, 44-52H white with grab bars, seat, mixing valve and shower curtain rod. Water heater: The water heater shall be A.O. Smith, State or approved equal sized to meet the demand. It shall be located on the warehouse floor in a smitty pan draining into a hub drain with a trap primer. The location shall be as located by the architect or approved by the owner. All plumbing connections shall be made with dielectric unions. Install the water heater above the ceiling is not allowed. Drinking fountain: If drinking fountain is specified on the plan, Elkay model EZSTL8LC, for the high -low drink fountain. If the local jurisdiction requires the protection for blind person, use Bobrick model "819298" grab bar; 1 '/2" stainless steel. Install two grab bar, one at each end of the fountain. 15.1.7 CONDENSATE DRAINS: Furnish and install copper condensate drainage lines with proper venting for all HVAC equipment. The lines shall be no smaller than 3/4" diameter and shall be located under the roof unless prohibited by code. PVC condensate line may not be used. In Reno, provide evaporator pans set in roof mastic. 15.1.8 SHUT-OFF VALVE: Furnish and install a main water line shut-off valve for the Restrooms in the handicapped stall in the men's restroom, not above the ceiling, with an 8" x 8" painted steel access panel. Provide a typed label "Main Water Valve" on the access panel. 15.1.9 MAIN WATER LINE: If a main domestic water line is not existing above the tenant space, furnish and install a 2" diameter copper water line at the roof installed above the bottom cord of the trusses, properly braced to avoid movement. At each future tenant space that the line crosses, install a 2" "T" with 2" gate valve (one valve per storefront door). Extend the water line through the tenant demising wall into the "down stream" adjacent tenant space with a 2" diameter gate valve. Furnish and install a 2" pressure reducing valve with an access panel at the water service entrance when required. 15.1.10 HOSE BIB: Provide one rooftop hose bib if not existing (Freeze proof where required). 15.1.11 CLEAN -OUTS: Furnish and install a brass floor clean-out cover at the proper finished elevation as required. If the clean-out is in the warehouse area, furnish and install a cast iron heavy duty traffic rated cover. DIVISION 15 FIRE PROTECTION 15.2.1 DESIGN BUILD: The fire protection work shall be performed on a design -build basis. The design -build fire protection contractor shall furnish and install all modifications to the existing fire sprinkler system to meet all. applicable local and state fire code requirements. Sprinkler heads shall be dropped into all suspended ceiling areas. Upgrade of existing system shall conform with a class IV occupancy. In buildings with ESFR systems, maintain the necessary clearances from all obstructions. 15.2.2 PIPE MATERIAL: All fire sprinkler piping shall be standard schedule 10 for 6" piping, and schedule 7 for 4" and 2 '/1" piping U.O.N. Schedule 5 pipe may not be used. 15.2.3 SPRINKLER HEADS: The fire sprinkler heads in areas with ceilings shall be chrome, semi -recessed, with white escutcheons. When "second look" acoustical ceiling tiles are used, sprinkler heads shall be centered on the half tile. 15.2.4 HYDRAULIC TESTING: The contractor shall include the cost of any required hydraulic testing of the fire sprinkler system. 15.2.5 FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code. Extinguishers may be wall hung. 15.2.6 SYSTEM SHUT DOWN: The building may be equipped with an ESFR fire protection system and booster pump. The pump must be turned off prior to causing any flow in the system. The pump must be turned back on immediately after flow is complete each day. Hoses must be used to drain down the system to avoid staining of concrete and asphalt surfaces and damage to landscape areas. Contact the Owner's property manager prior to performing any work on the fire system, or deactivating the pump. DIVISION 15 HVAC 15.3.1 DESIGN BUILD: Unless engineered HVAC system drawings are included in the bid documents, the HVAC work shall be performed on a design -build basis. The design shall be based upon ASHRAE standards, local code, and weather data. Calculations shall be provided upon owner request. The design -build HVAC contractor shall furnish and install a complete and operative HVAC system to meet all local and state codes. 15.3.2 PLANS: Provide HVAC plans for architect's and owner's review and approval. 15.3.3 WARRANTY AND SERVICE: All work shall include a one year parts and labor warranty, a five year compressor parts warranty and a 90 day service contract from the date of project completion. 15.3.4 UNITS: The HVAC units shall be gas/electric, bottom discharge, as manufactured by Carrier, Trane, Lennox, or York. Units shall be installed on a leveled, manufactured curb. All rooftop equipment shall be seismically fastened to the structure. Side discharge units may not be used. Commercial grade heat pumps by Carrier (model 50TCQ), or Trane (model WCD) only may only be used in the Las Vegas or Phoenix markets. When heat pumps are used, they must be installed with auxiliary strip heaters and single point wiring kits. Furnish and install economizers on all units larger than five tons and whenever required by the energy code. For Denver and Salt Lake City areas, provide hail guards on rooftop units 15.3.5 UNIT LOCATIONS: HVAC and evaporative cooler units (when used) shall be located on roof, adjacent to a glulam beam or girder, at or near a structural column, set back from building edge to hide them from sight. Framing for roof penetrations and supports for all roof -top equipment must be reviewed, approved and stamped by a structural engineer. 15.3.6 EVAPORATIVE COOLER: Evaporative coolers when specified as a customer upgrade shall provide a minimum of four air changes per hour U.O.N. The coolers shall be United Metal Products "Slimline" units or approved equals. Provide adequate relief venting to allow all doors within the tenant space to close properly. The cooler plenums shall be located midway between fire sprinkler lines and fire sprinkler heads in buildings with ESFR buildings. The plenums, water supply lines and drain lines shall not encroach into the building's clear space U.O.N. 15.3.7 CURBS/SLEEPERS: All mechanical units (HVAC units, evaporative coolers, and relief vents) shall be located on roof and shall be installed with a self flashing, leveled, factory curb. Furnish and install 4 inch leg cant strips around all curbs. Absolutely no wood or metal sleepers may be used without owner's written permission. 15.3.8 CONTROLS: The HVAC system shall be connected to a 7 -day digital programmable thermostat. All thermostats shall be mounted at 48" A.F.F. and shall have an automatic change -over feature. If freeze protection only is installed in the warehouse, the thermostat control should be mounted on the nearest building column at 10' AFF and aligned away from racking.. 15.3.9 EXHAUST FANS: Furnish and install an exhaust fan in each toilet room and shower room (if applicable). Install a supply air grille in the toilet rooms or a transfer grille from the toilet / shower room ceiling to the adjacent conditioned space. In multi -fixture restrooms, fans shall be rated at 150 CFM minimum. 15.3.10 DUCTING: All ducting shall be galvanized spiral, or rectangular insulated with 1-1/2" wrap and vapor barrier or duct board. Any exposed duct in a conditioned warehouse area must be galvanized spiral sheet metal. Final connections to the registers shall be made with a minimum 5' soft flex duct for sound attenuation. All plenums shall be fabricated from insulated galvanized sheet metal of appropriate gauge for low pressure use. Plenums shall extend from the unit to the level of the horizontal branches. No ducting or plenum drops may be installed over warehouse space. Spray paint flat black any ducting visible through the grille. If the project is a remodel of an existing system, all abandoned ducting shall be removed. 15.3.11 FITTINGS: All wye branch fittings shall have volume dampers with locking quadrant in main and branch ducts. The dampers shall be tagged for easy recognition. 15.3.12 GRILLES: All conditioned areas shall have a supply register and a ducted return register. Transfer grills are not permitted in the office area. Supply and return air registers shall be white baked enamel 2'x2' with a perforated face, flush mounted. Supply air registers shall have a 4 -way directional blow. Restroom registers may be 1'x2' if necessary. 15.3.13 FILTERS: Filters shall be located at the unit not at the return register. Replace all existing filters after the completion of the construction. DIVISION 16 . ELECTRICAL 16.1 DESIGN BUILD: Unless engineered electrical system drawings are included in the bid documents, the electrical work shall be performed on a design -build basis. The design -build electrical contractor shall furnish and install a complete and operative electrical system to meet all local and state codes. 16.2 PLANS: Provide electrical plans for architect's and owner's review and approval. 16.3 ENERGY CALCS: Provide energy compliance code lighting calculations if required. 16.4 METER SECTION: Furnish and install an electrical meter section "bussed for future" sections if not existing. 16.5 PANELS AND TRANSFORMERS: The locations of the 277/480 volt electrical panel, the transformer, and the 120/208 volt electrical panel shall be approved by the owner. Typically these should be located on the. office/warehouse wall adjacent to the toilet rooms. The electrical panels and transformer shall be sized to allow for a 25% increase in the number of circuits in the future. 16.6 OFFICE LIGHTING: Furnish and install 2'x4' two lamp, lay -in fluorescent 12 cell parabolic luminaires with standard acrylic lens and T5 or T8 lamps with electronic ballasts U.O.N., 50 foot candles minimum at 3' A.F.F. or maximize the luminaires permitted by the local energy code but no less than two (2) luminaires per office. Wire one (1) luminaire near every exit doors to provide 24 hour lighting. 16.7 TOILET ROOM LIGHTING: In toilet rooms with lavatory tops and multiple toilet fixtures, furnish and install. continuous recessed strip fluorescent luminaire along the wet wall (Lithonia RT5 or equal) and , install 6" recessed Compact fluorescent or LED can lights in front of lavatory and field. For work in existing space, contractor to match original lighting finishes. For single fixture restroom, install 1'x4' surface mounted light fixture with full wrap lens. In Reno, provide two 1'x4' surface mounted light fixture in multi -fixture restrooms. 16.8 WAREHOUSE LIGHTING: Install 2x4 or 1x8 (6) lamp T8 or T5 fluorescent high bay luminaires with a MIRO 4 specular aluminum reflector and a white backed enamel painted sheet metal housing as manufactured by Cooper Lighting, Lithonia, Williams, LSI, or approved equal to achieve an average 20 foot candles of maintained light measured at 30" A.F.F. in the warehouse space prior to installation of racking. Luminaires shall be provided with electronic program start ballasts. Provide additional emergency egress pathway lighting and exit signs as required by code. Wire a minimum of one (1) luminaire near each of the exit doors and office / warehouse doors to provide 24 hour lighting. All luminaires shall be hung on cable "Y" hangers. All luminaires shall be bi-level switched and installed with 15 feet of flex conduit. Luminaire placement is critical in buildings with an ESFR fire sprinkler system so that proper clearances are maintained. Locate luminaires midway between ESFR sprinkler heads or midway between sprinkler lines. Variations from this layout necessary to accommodate the tenant's racking must meet fire code requirements. 16.9 OUTLET BOXES: All outlet boxes for wall switches, wall receptacles, telephone, etc. shall be galvanized steel or cast type boxes. 16.10 RECEPTACLES: Furnish and install two (2) 110V duplex receptacles and one (1) telephone "ring and string" in each office. 16.11 DEDICATED RECEPTACLES: Furnish and install a dedicated 110 volt fourplex outlet at the telephone board and two dedicated 110V outlets at the coffee bar. Provide a dedicated 20 AMP GFI receptacle if within 6' of any sink. 16.12 GFI RECEPTACLES: Provide one GFI electrical outlet in each toilet room. Install GFI receptacles wherever required by code. 16.13 WAREHOUSE SWITCHING: The warehouse lighting must be controlled from light switches at the office/warehouse door or other owner approved location, not at the electrical panel. 16.14 ELECTRICAL CONDUIT / CONDUCTOR MATERIAL: All conduit shall be EMT. MC cable may be used in lieu of EMT where permitted by code. Romex may not be used. All conductors must be copper. 16.15 CONDUIT INSTALLATION: All conduits in areas without ceilings shall be installed at or above the bottoms of the trusses or beams. All conduits shall be run at 90 degrees or parallel to structural members, walls floors and ceilings. No conduit may be installed below the slab or on top of the roof without the owner's written permission. 16.16 TELEPHONE BOARD: Furnish and install one, 4'x8'x3/4", APA C -D plugged (paint grade), fire retardant plywood telephone backboard for mounting customer's electrical or telephone equipment. Provide No. 6 copper ground wire unless otherwise required. 16.17 TRIM COLOR: All light switches, outlets and electrical trim shall be white. 16.18 LABELING: Label all panels, control points, switches, and motors as directed. Panels shall be identified by panel number. Switches shall be labeled indicating the equipment which they control. Typed (circuit) panel directories are to be supplied and installed REVIEWED FOR COD COMPLIANCE APP ' OVED FEB 18 2016 City of Tukwil BUILDING DIVISION JACKSON I MAIN ARCHITECTURE TERED ITECT A. PERCICH ASHINGTON Jackson I Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson I Main Architeture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson I Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 01/12/16 FOR OWNER 01/21/16 FOR PERMIT Revision Record HEKIELLOOTT BAY PARK TUKWILA / UPLAND DC 425 ANDOVER PARKWAY TUKWILA , WASHINGTON RECEIVED CITY OF TUKWILA JAN 252016 PERMIT CENTER 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 01121116 Project No. 15210,00 Sheet Title BUILDING STANDARDS Released for Construction Not Released for Construction