Loading...
HomeMy WebLinkAboutPermit D14-0398 - RELIANT GROUP - DEMISING WALLRELIANT GROUP INC 360 MIDLAND DR EXPIRED 10/20/15 D14-0398 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 8836500100 Permit Number: D14-0398 360 MIDLAND DR Project Name: RELIANT GROUP INC Issue Date: 2/12/2015 Permit Expires On: 8/11/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: AMB PROPERTY CORP/ATTN: REA 60 STATE ST STE 1200 , BOSTON, WA, 02109 GREGG PERCICH 119 S MAIN ST STE 410 , SEATTLE, WA, 98104 JOHNSON TENANT IMPROVEMENT INC P.O. BOX 1149, BOTHELL, WA, 98041- 1149 JOHNSTI092PA Phone: (206) 624-3210 Phone: (206) 660-5286 Expiration Date: 10/7/2015 DESCRIPTION OF WORK: NEW 236' DEMISING WALL Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $824.42 Occupancy per IBC: S-1 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: dam~( ) ( J 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 it and agree to the conditions attached to this permit. Signature: Print Name: MM. N Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: 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) 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: 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) 11: 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) 12: 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) 13: 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) 14: 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) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 20: 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) 19: 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) 22: 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. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: ***BUILDING PERMIT CONDITIONS*** 26: 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. 27: 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. 28: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 29: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 30: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 31: 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. 32: 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). 33: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 34: 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. 35: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM CITY OF TUKi. LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: 2 1 Date Application Expires: Opt I < For oiwce use onl 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: 360 Midland Tenant Name: Reliant Group Inc. 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: 119 S Main Street Suite 410 City: Seattle State: WA Zip: 98104 Phone: (206) 624-3210 Fax: (206) 624-3243 Email: gpercich@pkjb.com GENERAL CONTRACTOR INFORMATION Company Name: To be Determined Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 883650-0100 Suite Number: Floor: New Tenant: ❑✓ Yes ❑ ..No ARCHITECT OF RECORD Company Name: PKJB Architectural Group Architect Name: Gregg Percich Address: 119 S Main Street Suite 410 City: Seattle State: WA Zip: 98104 Phone: (206) 624-3210 Fax: (206) 624-3243 Email: gpercich@pkjb.com ENGINEER OF RECORD Company Name: NA Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: fop nLO S 15 l & P 10 . //Q7 Address: p G7teYW ble suaa6./,o City: TOpAii / 1 State: W4 Zip: 96, g H:\Applications\Forms-Applications On Line1201 1 Applications Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Describe the scope of work (please provide detailed information): New 236' demising wall. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15t Floor 73,074 0 0 0 V-B S-1 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ti): 144,473 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 74 Compact: Handicap: 3 Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑✓ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Saf ty Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Linc1201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF( IATION — 206-433-0179 Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline El ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...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 111.. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. " WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...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 n:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - R-9-I I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 : R OR Signature: fOR� AGENT: Print Name: Gregg Percich Mailing Address: 119 S Main Street Suite 410 Date: 1,2 - 31 l� Day Telephone: (206) 624-3210 Seattle WA 98104 City State Zip H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - R-9-I I.docx Revised: August 201 I bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $510.92 D14-0398 Address: 360 MIDLAND DR Apn: 8836500100 $510.92 DEVELOPMENT $486.80 PERMIT FEE R000.322.100.00.00 0.00 $482.30 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.12 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4535 R000.322.900.04.00 0.00 $24.12 $510.92 Date Paid: Thursday, February 12, 2015 Paid By: JOHNSON TENANT IMPROVEMENT INC Pay Method: CHECK 20916 Printed: Thursday, February 12, 2015 3:21 PM 1 of 1 CRWYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $313.50 D14-0398 Address: 350 MIDLAND DR Apn: 8836500100 $313.50 DEVELOPMENT $313.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R3906 R000.345.830.00.00 0.00 $313.50 $313.50 Date Paid: Wednesday, December 31, 2014 Paid By: GREGG PERCICH Pay Method: CREDIT CARD 229439 Printed: Wednesday, December 31, 2014 3:42 PM 1 of 1 CPWSYSTEMS pi If- 63 NSPEC 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 INSPECTION RECORD Retain a copy with permit _ Project; jOk ilt-f0 GI T. X i Type oLlnspection: , i ( b. v•tevg (-7 ttrt:3 Address: 3 ro At(d(ct (Avl toi-vre-Se. Date Called: Special Instructions: Date virteci3 t .... — 'Requester. 1/1° (II Phone4slo: -Y _ a 7o ..C" - 3 n 0 Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date: -( 5- r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PtY-03T8 prim ( Va Type of ipspection: Utfrkt elyrScrk Date Called: Address: %Cs A40(q(Ad or Special Instructions: Date Wanted: a.m. p.m. Request 50 Phone No: 1114-- 7.5r-1161 8 CiaApproved per applicable codes. c.,. COMMENTS: Corrections required prior to approval, pe f 'teud Val/ Pfrk_ n clot: Date3 2_7 E REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: (40(.0(k" Gv2“A p Type of lnspectipn: 61.05 Adir6esos: nl(c4(4vet pr. Date Called: Special Instructions: Ani Date Wanted: a.m. Requester: CI Phone No: EllipApproved proved per applicable codes. Corrections required prior to approval, COM MENTS: 0/4 ric) e e7.1c LAN(/ '4 1 Inspector: Date: 1) r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Cali to schedule reinspection, f- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 piy-03ceg Project: , Fei ( 0 14.4,—Grock Type of Inspectiom, 1/-4 tlA f hq I, A s: 0 A c.4 (aGid Dr, Date Called: V _____ Special Instructions: 4(4 Date Wanted: ,..... 2_ - t 3 -(1 a.m. P.m. 'Requester: d Phone No: tp--)- 7g.5-- 4 4 Nlipproved per applicable codes. LJCorrections required prior to approval. COMMENTS: Vecr f :41:-ed 4J4c16 0 I Inspector: Dat() rr F REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule renspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER S v1 1 o 3� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Ia. 1(roo Type of Inspection:: JInf0 . - 1p ✓— Address: 4 / Suite #: gc 3(L)$(toC,16A.i.d Contact Person: Special Instructions: Phone No.: Approved per applicable codes. 1--xf- Corrections required prior to approval. ! ' COMMENTS: iii"--&17D gdo.-a yihi- sr 7 e —r CA // I /Vftp l 77 o'--2 ,71D✓ Ail,, VO /,d:( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �i`A� 3 Date: zA`/ Hrs.: / 0 •1 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (,,,„/<-� f row Type of Inspection: 5,//,.. r Address: Suite #: 5 /8 ,. 6 / /`l` /47,ti Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ti Corrections required prior to approval. COMMENTS: Zoo Needs Shift Inspection: • Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:�� ,/ - ? Date: /0 y 5. Hrs.: e?'_ Q' $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 1 NOTE: STAGGER GWB SEAMS EA. SIDE. COORDINATE WITH BUILDING INSPECTOR. EXIST. ROOF PURLIN STRUCTURE TO REMAIN AS IS 1" x 1" MTL Z-BAR AT 24" OC. BASE OF EXIST. PURLIN & TOP OF HEAD TRACK W/ SIMPSON STRONG TIE SD 9 SCREWS OR SIMILAR. STD. GA CONT. HEAD TRACK ATTACHED W/ (3) SD 9 SCREWS @ 24" OC. k0ILI-03q8 111 6" 20 GA MTL. STUD @ 24" O.C. WALL . ONE (1) LAYER OF 5/8" GWB EA SIDE. PER FINISH STANDARDS. XDNI POWER DRIVEN HILTI FASTENER @ 24" OC (STAGGERED) EMBED 1-1/2" EXIST. CONC FLOOR TO REMAIN. NOTE: AT LOCATIONS WHERE DEMISING T WALL IS AT EXISTING BEAM USE DETAIL 15/A2.1, TYP. DEMISING WALL DTL 1 "=1 I-0" I j JACKSON MAIN L.,ald ARCHITECTURE DOING BUSINESS AS PKJB ARCHITECTURAL GROUP, P.S. 119 SOUTH MAIN STREET, SURE 410 SEATTLE, WA 98104 RECEIVED CITY OF TUKWILA FEB 1 3 2015 PERMIT CENTER DRAWN: DATE: FILE NAME: AM, RK 02/12/2015 PROLOGIS C1HECKED: JOB NO: �_ O GP 14099.00 RELIANT GROUP City of Tukwila Department of Community Development 9/1/2015 GREGG PERCICH 119 S MAIN ST STE 410 SEATTLE, WA 98104 RE: Permit No. D14-0398 RELIANT GROUP INC 360 MIDLAND DR Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/20/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/20/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, J> a TJ Bill Rambo2 Permit Technician File No: D14-0398 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development January 15,2015 GREGG PERCICH 119 S MAIN ST STE 410 SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0398 RELIANT GROUP INC - 360 MIDLAND DR Dear GREGG PERCICH, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. The addition of the demising wall changes the common path of egress travel for both tenants. The length of the building is shown as 241 feet long. Installation of the demising wall eliminates access to other exits from the adjacent tenant thus increasing the length for the common path of egress travel in the adjacent tenant space. Provide a solution or show pathways with dimensions to the exits to show the common paths of egress travel for each tenant space meets code for means of egress. (IBC 1016.2 & 1014.3) 2. In addition to item 1, the emergency exit pathways shall be identified and coordinated with any storage racking and shall be provided with emergency illumination on all paths of egress leading to the exits. Provide this information and details on an egress plan. (IBC 1006) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D14-0398 /i?nn.Qnuthrontor Rnulovnrrl.G,ita.4tlnn • Tulru,iln Wnchinotnn Q121R52 Phony 'MA-431..?67n • Pnr?fF_d21-3F,F,5 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0398 PROJECT NAME: RELIANT GROUP INC SITE ADDRESS: 360 MIDLAND DR Original Plan Submittal X Response to Correction Letter # 1 DATE: 01/21/15 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS:n/1 5 Bui)ktling Division II Public Works Fire Prevention Structural n n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/22/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/19/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 `rt 71 T. c ° i^Rs "Th /�. tom. �- ;^'� !'',` € t, 0'V , V e. wag it . a.r G.✓' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0398 PROJECT NAME: RELIANT GROUP INC. DATE: 12/31/14 SITE ADDRESS: 360 MIDLAND DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: C.R. Building Division n?4CC- - Public Works kr" kwC H4—I c?I AYA- Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/06/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/03/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED:1C- Departments issued corrections: B1dg4* Fire ❑ Ping ❑ PW ❑ Staff Initials: ' Y' 12/18/2013 a • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.citukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /Di I Plan Check/Permit Number: D 14-0398 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Reliant Group Inc Project Address: 360 Midland Dr ,��(Lu n Contact Person qrctc4h. Phone Number: 101 I Summary of Revision: .61a . .,,�',j�'AC' ?'��� 4 1 'j-1 i'f'Tgo 1 JAN 202015 PERMIT CENTER Sheet Number(s): 7 •O At l• I AI. Q_., i "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: ®Entered in TRAKiT on � t 5— \applications\forms-applications on line\revision submittal Created: 8-13-2004 RPuicaA• JOHNSON TENANT IMPROVEMF`TT INC Page 1 of 2 Florae I.nicio en Espanol Contact Search L&I A-Z Index Help &ty Secure 1..8:I Safety Claims & Insurance Workplace Rights Trades & Licensing JOHNSON TENANT IMPROVEMENT INC Owner or tradesperson JOHNSON-WOLSEY, WILLIAM STERLI Principals JOHNSON-WOLSEY, WILLIAM STERLI, PRESIDENT Doing business as JOHNSON TENANT IMPROVEMENT INC WA UBI No. 601 223 621 PO BOX 1149 BOTHELL, WA98041-1149 425-486-2442 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................._..._........_.............. Meets current requirements. License specialties GENERAL License no. JOHNSTI092PA Effective — expiration 10/01/1991-10/07/2015 Bond ................. CBIC Bond account no. SA6988 $12,000.00 Received by L&I Effective date 10/05/2001 10/02/2001 Expiration date Until Canceled Insurance ............................. American Fire & Casualty Co Policy no. BLA52999023 $1,000,000.00 Received by L&I Effective date 10/01/2014 10/02/2013 Expiration date 10/02/2015 Insurance history Savings ....... ....... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ............ No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ........... .............. No L&I tax debts are recorded for this contractor license during the previous 6 year period, ut some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601223621 &LIC=JOHNSTIO92PA&SAW= 02/12/2015 Lr uv.Ns GIS a- RE IANT GROUP INC. — TENANT IMPROVEMENT TUKWILA, 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 PROJECT SCOPE INSTALL NEW DEMISING WALL TO DIVIDE THE EXISTING BUILDING BACK INTO TWO TENANTS. LEGAL DESCRIPTION UPLANDS TUKWILA INDUSTRIAL PARK BEG NW COR LOT 10 TH S 01-49-28 W 376.38 FT TO S LN LOT 9 TH S 87-55-02 E 440.20 FT TO SE COR LOT 10 TH ALG CURVE TO LFT RAD 408.34 FT RAD BEARING N 89-23-56 W ARC DIST 95.18 FT & C/A 13-21-17 TH ALG CURVE TO LFT RAD 359.26 FT ARC LENGTH 111.30 FT & C/A 17-45-02 TAP OF REV CURVE TH ALG CURVE TO RGT RAD 359.26 FT ARC LENGTH 191.72 FT & C/A OF 30-34-32 TO NE COR LOT 10 TH N 87-55-04 W 327.50 FT TO TPOB SEPARATE SUBMITTALS FIRE SPRINKLERS PROJECT TEAM OWNERS: PROLOGIS 12720 GATEWAY DR, SUITE 110 TUKWILA, WA 98168 206.414.7600 CONTRACTOR: TO BE DETERMINED BY OWNER DRAWING INDEX ARCHITECT: PKJB ACRHITECTURAL GROUP 119 S. MAIN ST SUITE 410 SEATTLE, WA 98104 206.624.3210 ARCHITECTURAL A-1.0 COVER SHEET A-1.1 FLOOR PLANS A-1.2 PROLOGIS CUSTOMER FINISH STANDARDS SITE & 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 883650-0100 360 MIDLAND DRIVE TUKWILA WASHINGTON 2012 INTERNATIONAL BUILDING CODE WI WASHINGTON AMENDMENTS TUKWILA ZONING CODE EXISTING EXISTING EXISTING EXISTI NG EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO CHANGE V-B SPRINKLED S-1, B BUILDING AREAS OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE EXTERIOR FOOTPRINT FULL BUILDING TENANT AREA THIS PERMIT - AREA OF WORK FILE COPY Permit No. V ((#{. O9??' 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 Fiei . opy and conditions is acknowledged: . By: Date: 1NTLI City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made too al scope of work without prior app Tukwila Building Division. NOTE: Revision detaddt onal plan review feesuire a new plan lttal and may include 73,074 SF 241' OF DEMISING WALL SEPARATE PERMIT REQUIRED FOR: Mechanical [(Electrical d Plumbing [Gas Piping City of Tukwila BUILDING DIVISION OCCUPANT LOADS PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE WAREHOUSE: OFFICE: TOTAL OCCUPANT LOAD = 93 TOTAL EXITS REQUIRED = 2 TOTAL EXITS PROVIDED = 4 ENERGY CODE REQ. 30,257 SF @ 500 SF / OCCUPANT OCCUPANT LOAD = 61 3,174 SF @ 100 SF / OCCUPANT OCCUPANT LOAD = 32 GOVERNING ENERGY CODE: 2012 WASHINGTON ENERGY CODE COMPONENT PATH BUILDING SPACE TYPE HEAT IS "OTHER" (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. NOTE: NO WORK IN CONDITIONED SPACE THIS PERMIT. PLUMBING FIXTURES PER TABLE 2902.1 OF THE INTERNATIONAL BUILDING CODE WAREHOUSE- 30,257 SF/ 500 SF PER OCC.= OFFICE 3,174 SF/100 PER OCC TOTAL - FIXTURES (REQ.)- FIXTURES (PROVIDED)- EXISTING 61 OCC 32 OCC 93 (46M/ 46F) 1 EA MIF 5 F/ 5 M (3 we + 2 urinals) :.L TRAVEL DISTANC-146-+0" LEGEND v. .v, WALLS, DOORS & WINDOWS TO BE REMOVED. PATCH FLOOR, ADJ. WALL & CEILING AS NEEDED TO RECEIVE NEW FINISH. EXISTING WALL NEW 6" 20 GA MTL STUD DEMISING WALL @ 24" OC WI %" TYPE "X" GWB EACH SIDE. FIRE TAPED PER BUILDING STANDARD. 0 EXISTING DOOR TO REMAIN. NOTE, IF DOOR NOT LABELED THEY ARE EXISTING WITH NO WORK TO BE DONE. SYMBOLS ROOMNAME 101 CD TENANT AREA ■ NEW DEMISING WALL ■ ■ TRAVEL DISTANCE - 210-2" 0 SCALE: NO SCALE • SITE PLAN DETAIL GRID LINES - COLUMN ROOM NAME AND NUMBER 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 1 2 0 ?m5 PE�iMI'I�CEN,TEF{ 1 � JA REVIEWED FOR CODE COMPLIANCE. APPROVED JPN 2,1 2015 City of 'Tukwila gLlILCi1NO �I�d1S \ iEC IVED CITY `PF KWILA CORRECTION LTR# i REG TERED CT PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: gpercich@pkjb.com ►a° L c tii v 43 YPC I MN These plans and specifications are the property of PKJB Architectural Group, 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 PKJB Architectural Group, P.S. All common law rights of copyright are hereby spedfically reserved. Print Record 12/31/14 For Permit Revision Record 1 01 /21 /15 BLDG CORRECTIIONS TUKWILA PARK 5 TENANT IMPROVEMENT TUKWILA PARK 5 360 MIDLAND DRIVE TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 12131114 Project No. 14099 Sheet Title COVER SHEET Sheet No. ❑ Released for Construction ® Not Released for Construction EXIST. ROOF BM TO REMAIN. VERIFY SIZE. 20 GA 3" DEEP CONT. HEAD TRACK ATTACHED W/ (3) # 8 SCREWS @ 24" OC. HOLD TOP OF STUDS 1" FROM TRACK FOR DEFLECTION. 6" 20 GA. MTL. STUDS @ 24" OC W/ ONE (1) LAYER OF 5/8" GWB EA SIDE. PAINT SMOOTH FINISH W/ INSUL. AS REQ. BY OWNER OR TENANT. XDNI POWER DRIVEN HILTI FASTENER © 24" OC EMBED 1-1/2" EXIST. CONC FLOOR TO REMAIN. T UNDERSIDE OF STRUCTURE (A)DEMISING WALL DTL 1 "=1'-0" NOTE: STAGGER GWB SEAMS EA. SIDE. COORDINATE WITH BUILDING INSPECTOR. EXIST. ROOF STRUCTURE TO REMAIN AS IS 20 GA 3" DEEP CONT. HEAD TRACK ATTACHED W/ (3) # 8 SCREWS @ 24" OC. HOLD TOP OF STUDS 1" FROM TRACK FOR DEFLECTION. 6" 20 GA MTL. STUD @ 24" O.C. WALL . ONE (1) LAYER OF 5/8" GWB EA SIDE. PER FINISH STANDARDS. XDNI POWER DRIVEN HILTI FASTENER @ 24" OC EMBED 1-1/2" EXIST. CONC FLOOR TO REMAIN. UNDERSIDE OF STRUCTURE @ 23' +/- (VERIFY). NOTE: AT LOCATIONS WHERE DEMISING WALL IS AT EXISTING BEAM USE DETAIL 15/A2.1, TYP. (B)DEMISING WALL DTL 2, 4 6 7 310'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 60'-0" I 1 L____J I 1 L____J I 1 L____J I I L____J I 1 L____J 1 � I L____J I 1 L____J TRAVEL D STANCE - 249-0"' r----i I i NOTE: 1. EMERGENCY PATHWAY LIGHTING OF 1 FC SHALL BE PROVIDED TO EXITS ONCE RACKING LAYOUT IS PROVIDED. 2. POWER -FOR -THE -EXIT -LIGHTING -CAI -BE BY BUILDING POWER SUPPLY. 3. IN THE EVENT OF POWER FAILURE, EMERGENCY POWER SHALL BE PROVIDED PER IBC SECTION 1006.3. 1 1 L____J 1 I L____J TRAVEL DISTANCE .w 24711-8" S":4a:crYsmrez�a�m. _!a�as�.na+�1.re.nasss «.am_sss. mn-..cascc�,r«,es:.x,.ceav a.wsa.us>a.�wi.un.oesa..<,e . aa».vn,.w,,:,x..w,xirxi,,.r,.z,.:,,aa*s wavanno 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... OMMIIIMMIN 14'-3" _11111111111111- TRAVEL DIS I I L____J I 1 L____J TAN1494 NEW DEMISING WALL, SEE DETAIL THIS SHEET. THIS IS THE ONLY WORK DONE UNDER THIS PERMIT I I L____J TRAVE L D STA C E 2' 0-211 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emeigency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum-to- mininum illumination uniformity ration of 40 to 1 shall not be exceeded. I 1 L____J O OlignIME I I L____J I I L____J 1111111111111 d) zzr 0 N J FLOOR PLAN SCALE: 1/16" =1' - 0" Ec RECEIVED CITY OF TUKWILA JAN 2 2015 PERMIT CENTER 4879 4 REGISTERED VITECT RED a A. PERCICH STATE 0 WASHINGTON PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: gpercich@pkjb.com These plans and specifications are the property of PKJB Architectural Group, 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 PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/31/14 For Permit Revision Record 1 01/21/15 BLDG CORRECTIIONS TUKWILA PARK 5 TENANT IMPROVEMENT TUKWILA PARK 5 360 MIDLAND DRIVE TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 12131114 Project No. 14099 Sheet Title FLOOR PLANS ❑ 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-purtins 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: Fumish and install two(2)6"diameter,concrete filled thin wall steel,pipe bollards extending4-0 pP 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 existingbollards OSHA P "Caution Yellow". Surface mounted Idown bollards maybe trafficPrologis bolt I s acceptable at low areas (verify with Pro og s 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 'A" expansion anchors. DIVISION 6 WOOD AND PLASTICS 6.1 CABINETS: Fumish 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 tap edge with a 4" splash and a radiused inside and outside comer 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 comer 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 gIL 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. Fumish 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 elastomertc 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: Fumish 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 intemal corners mitered, welded and ground smooth. 8.3 INTERIOR DOOR HARDWARE: Furnish and install Schlage AL10S Satum 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. Fumish and install weather-stripping, closers, and drop seals at doors between conditioned and non -conditioned areas. Fumish and install closers on all toilet and shower room doors. The closer shall be installed on the toilet 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 0.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, fumish 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 flretaped and screws spotted 9.3 OFFICE DRYWALL PARTITIONS: All partitions in areas with ceilings shall be undergrid 3-5/8" or 3-112" 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, fumish 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: Fumish and install 24" x 48" x 518" 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 dawn 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: Fumish 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. Verifywith Prologis Manager for final finish selection. 9 9 9.12 RUBBER BASE: All areas receiving floor covering and new walls except the toilet rooms shall have 4" high to set rubber base as manufactured byBurke,Ro a or Tarkettin a standard color. Install t I the rubber base on a PPP P continuous) roll not sectional. Verifywith Prologis Managerfor final finish selection. y g g a n. 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 Corlon 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: Fumish 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 / 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: Fumish 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 with steel comer 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 comers 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 / Serco, Nordock or Powerramp with recessed pit per manufacturer's detail. 11.4 EDGE OF DOCK LEVELERS: 72" wide x 3,000 Ib. 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 fumish 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 goveming 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. Fumish and install a Handy -Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory. Wall -hung lavatory: American Standard, "Luceme", 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. Fumish 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. Fumish 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 -Stone, 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 an 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: Fumish 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: Fumish 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. Fumish 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: Fumish and install a brass floor clean -out cover at the proper finished elevation as required. If the clean -out is in the warehouse area, fumish 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 fumish 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 %" 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 fumished 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 pumpmust be tumed off prior to causing flow in the system. The pumpmust any be fumed back on immediate) after flow is complete eac h day. must be used to drain down the system to avoid staining of Y P Y Y 9 concrete and asphalt surfaces and damage to landscape areas. Contact the Owner's property manager prior to erfo in anywork0 rm n the fire system, or deactivatingthe pump. 9 Y P P• 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 fumish 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. Fumish 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 gtulam 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. Fumish 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 to 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: Fumish 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 retum register. Transfer grills are not permitted in the office area. Supply and retum 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 retum 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: Fumish 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: Fumish 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 everyexit doors to provide 24 hour lighting. P 9 9• 16.7 TOILET ROOM LIGHTING: In toilet rooms with lavatory tops and multiple toilet fixtures, fumish and install continuous recessed strip fluorescent luminaire along the wet wall (Lithonia RT5 or equal) and , install 6" recessed Compact fluorescent or LED can li ghts hts in front f lava tory and field. For work in existing pex stir space, 9 9 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: Fumish and install two (2) 110V duplex receptacles and one (1) telephone "ring and string" in each office. 16.11 DEDICATED RECEPTACLES: Fumish 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: Fumish 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 CODE COMPLIANCE NCE A R0VECJAN 2 7 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 2015 PERMIT CENTER 4879 r �4"w44�mC,0`n" f��i ITE CT 1 a�. �. PERCIC � TA �I F WASHINGTON REGISTERED PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: gpercich@pkjb.com 3 •c cV la NM INC SON These plans and specifications are the property of PKJB Architectural Group, 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 PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/31/14 For Permit Revision Record 1 01/21/15 BLDG CORRECTIIONS TUKWILA PARK 5 TENANT IMPROVEMENT TUKWILA PARK 5 360 MIDLAND DRIVE TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 12131114 14099 Sheet Title SPECIFICATION SHEET El Released for Construction Not Released for Construction