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Permit D15-0119 - 1139 BUILDING / VACANT SPACE - TENANT IMPROVEMENT
VACANT SPACE 1139 ANDOVER PARK W D15-0119 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: h"p://www.TukwilaWA.eov DEVELOPMENT PERMIT Parcel No: 3523049102 Permit Number: D15-0119 Address: 1139 ANDOVER PARK W Issue Date: 7/31/2015 Permit Expires On: 1/27/2016 Project Name: VACANT SPACE Owner: Name: AMB PROPERTY CORP Address: 60 STATE ST STE 1200 C/O RE TA, BOSTON, WA, 02109 Contact Person: Name: ADRIANNE MARTIN Address: 119 S MAIN ST, SUITE 410, SEATTLE, WA, 98104 Contractor: Name: NORTHWAY CONSTRUCTION INC Address: 1433 VALENTINE AVE SE STE 102, PACIFIC, WA, 98047-2146 License No: NORTHC1905CQ Lender: Name: SELF FUNDED - PROLOGIS INC Address: 12720 GATEWAY DR, TUKWILA, WA, 98168 DESCRIPTION OF WORK: Phone: (206) 624-3210 Phone: Expiration Date: DEMOLISH PORTION OF EXISTING OFFICE INCLUDING EXISTING RESTROOMS. INSTALL TWO (2) NEW SINGLE OCCUPANT RESTROOMS, A BREAK ROOM AND ONE (1) NEW PRIVATE OFFICE. Project Valuation: $110,000.00 Fees Collected: $2,718.72 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB 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: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No IjA Permit Center Authorized Signature: "61Date: I - - 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 permit and agree to the conditions attached to this permit. Signature: Date: "3 1 - 6 Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 15: 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) 16: 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) 17: 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) 19: Maintain fire extinguisher coverage throughout. 20: 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) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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) 24: 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) 28: 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) 26: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 25: 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). 29: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 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) 31: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 32: 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) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 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. 27: 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" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKR A Community Development Department ' Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h!tp://www.Tukwi]aWA.gov Building Periuit No. 1 k !i� -a Proj ect No. Date Application Accepted: (.0 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 King Co Assessor's Tax No.: 352304-9102 Site Address: 1139 Andover Park West Suite Number: 1139 Floor: 1 Tenant Name: N/A (Make Ready Suite) New Tenant: ❑ .....Yes ❑✓ ..No PROPERTY OWNER Name: Prologis, Inc. Address: 12720 Gateway DR City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Adrianne Martin -Jackson I Main Architecture, P.S Address: 119 South Main Street Suite 410 City: Seattle State: WA Zip: 98104 Phone: (206) 624-3210 Fax: (206) 624-3243 Email: gregg.percich@jacksonmain.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Jackson I Main Architecture, P.S. Architect Name: Gregg Pereieh Address: 119 South Main Street Suite 410 City: Seattle State: WA Zip: 98104 Phone: (206) 624-3210 Fax: (206) 624-3243 Email: gregg.percich@jacksonmain.com ENGINEER OF RECORD Company Name: Structural Phil Engineer Name: Phillip Van Heyningen Address: 7675 Nahahum Canyon Road City: 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: 0 Address: City: StateJ w�, Zip: G H:\Applications\Forms-Applications On Line\2011 ApplicationsTermil Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATIO 06-431-3670 Valuation of Project (contractor's bid price): 110,000 Existing Building Valuation: Describe the scope of work (please provide detailed information): Demolish portion of existing office, including existing restrooms. Install two (2) new single occupant restrooms, a break room and one (1) new private office. Will there be new rack storage? ❑..... Yes ❑✓ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I51 Floor 88,440 1,077 0 0 V-B B, S-1 2nd Floor 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 20 Compact: Handicap: 1 Will there be a change in use? El ....... Yes 0....... 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 0 .......No If `yes', attach list of materials and storage locations on a separate 8-112"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fornv-Applications On Linc\2011 ApplicationsTcrmit Application Revised - 3-9-1 I.docx Revised: August 2011 Page 2 of 4 hn PUBLIC WORKS PERMIT INFOI MON — 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 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑✓ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided 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 am ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank El.. Curb Cut El.. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Mailing Address: Water Meter Refund/Billing: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephon City Day Telephone: City State Zip State Zip H:\Applicalions\Forms-Applications On Linc\2011 ApplicationsTcrmil Application Revised - 5-9-11.docx Rcviscd: August 2011 Page 3 of 4 bn PERMIT APPLICATION NOTES — i 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. AGENT: Signature Print Name: Mailing Address: 119 South Main St Suite 410 Date: 06/02/2015 Day Telephone: (206) 624-321.0 Seattle City WA 98104 State Zip H:Wpplicalions\Forms-Applications On Linc\2011 ApplicationsWcrmil Application Rcviscd - 8.9-1 Ldocx Revised: August 2011 Page 4 of 4 bl, Date Paid: Friday, August 28, 2015 Paid By: NORTHWAY CONSTRUCTION Pay Method: CREDIT CARD 018223 Printed: Friday, August 28, 2015 8:33 AM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,680.93 D15-0119 Address: 1139 ANDOVER PARK W Apn: 3523049102 $1,680.93 DEVELOPMENT $1,601.10 PERMIT FEE R000.322.100.00.00 0.00 $1,596.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $79.83 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R5845 R000.322.900.04.00 0.00 $79.83 $1,680.93 Date Paid: Friday, July 31, 2015 Paid By: NORTHWAY CONSTRUCTION Pay Method: CHECK 007031 Printed: Friday, July 31, 2015 10:26 AM 1 of 1 jPP �JSY57EM5 Date Paid: Tuesday, June 02, 2015 Paid By: GREGG PERCICH Pay Method: CREDIT CARD 510504 Printed: Tuesday, June 02, 2015 11:45 AM 1 of 1 CN? SYSTEMS INSPECTION RECORD Retain a copy with permit INS ON 90. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj per, 6 Typ of I pection: , Fr � Addr ss: O �C �' / "V D e al Special Instructions: �� Date nlet a.m. p.m. Requester: Phone No: Inspector: Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD INSPECT No. Retain a copy with permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43:1-3670 Permit Inspection Request Line (206) 438-9350 Pr oje r , r� V\13 Type of inspection. r Address: 1 [ 3 a ate Call Q Special Instructions: A -Alt Date Wanted, a.m. ®— N p.m. Requester: Phone No: IInspector: :: IDate: i D —to —ri�l REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ,0( Iles ory No. Retain a copy with permit D��ERMI� NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj Type of Inspectio : Address: r j 41jo t�E XTJ- 1. e Date Called: Special Instructions: Date `Wanted: a.m. l 6 � p.m. Requester: Phone No: ElApproved per applicable codes. LJ Corrections required prior to approval. Inspector: Date::t _ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Iwo INSPECTION RECORD ((3)Retain a copy with permit C) INSVZL14N 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 7z -� V TYP f 1pection: � A r ss: V�-N Date Call Special Instructions: 1 f l Date anted: a.m. M — p.m. Requester: pa Ltqg Phone o: S3 � _ 7� / Approved per applicable codes.Corrections required prior to approval. R o i M. 'J i310!r1 �MOM, i, 010 i ` i i r FWAWWAffl &R-21 IInspector: l IDate: (C) ` ! -�-_ ( 51 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. °r INSPECTION RECORD Retain a copy with permit INS ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projg fV Type �osfInspectio ,erae , �S Address: Add nQ�� Y Date C lled: Special Instructions: GI Bv� Date Wanted a.m. o — p.m. Requester: Phone No: Innspector: V/ n_ IDate: j'6—n— !S I REINSPECTION FEE REQUIRED. Prior to next inspection, tee must he paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rZ INSPECTION RECORD fio Retain a copy with permit INSP TI0 N0. 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 t:EL ur Ty� ofln pectinry � �� lie llc G' Address: Ud Date Calred: Special Instructions: Date Wanted a.m. p.m. Requester: Phone No: Inspector: Date: l�yt_/� t/ 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 P (S- 0 Ec ON 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 Proj. ct: Type f I spectiorh Address: ered: 1.3 l�/art Date Call Special Instructions: Date Wanted, / a.m. —i?"/S p.m. Reques er: r,�e.l Pt,o —53 r 1Inspector: �C— IDate:'13— ® I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f INSPECTION RECORD Retain a copy with permit 1D(5 Ofl7q IN NFThON N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ' t: Type of Inspectio < < !/t ZM4 (. tjress: k Date Call d: ( O Special Instructions: IfA Date W nted: a - a.m. p.m. iester: Phone -7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 r o t v( '- l/'8 0? ?iIEK Ir'e--. P-a L1 r Iinspector: Iuatpq I EJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. W11 INSPECTION RECORD Retain a copy with permit a INS PrCTI0N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projeft: Typ of inspection: AddroL Date Called: Special Instructions: Q Date Wa ted: a.m. 10 --t - / S p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: AJJ A Inspector: —r- I Da ee El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /0"-� P;_ INSPECTION RECORD 77 Retain a copy with permit [pe--01( 'IN SV44K N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Praj ct: (��� �� Type o Insp�ctio�r � I vl l� S u-" A reams: g /' Date Called: SpecialInstructions: Date nt a.m. ^10 0. 1`` � p.m. ff� l Requester, � •'d ,/t{ UkZ Phone .N1 5- 3�:Y-ZT3 Inspector: Date—(8 / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Q, INSPECTION RECORD Retain a copy with permit I.P/S n (t I ION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projglt ` Type 94 �M (`(( (A- Address: Date Called: Special Instructions: Date Want : -- a.m. Lv SF p.m. Requester: 1 7;f Phone N'' ? 3- - 1 Inspector: 4_ 1 / — REINSPECTION FEE REQUIRED. Prior to next inspection, fee must he paid at 6300 Southcenter.Blvd., Suite 100. Call to schedule reinspection. d INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 7`0 Permit Inspection Request Line (206) 438-9350�S v (� Proie t:``�� A Type of n pectionx A dress: �1bk/e ^ 01 Date Called: Special Instructions: n ted: a.m. Date Wq—r7— f : --- p.m. `,� Re uester:OK Pho e IInspector: L P 1Date:cy—f-, — j I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 4 2 INSPECTION RECORD Retain a copy with permit 11TSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec : N r-r-- Type of Inspectionr i� f Address: 1136 d ?C(rr 6 ate Called: Special Instructions: f/&j Date Wanted: a.m. !01 :;�T - 15' p.m. pp ( j( CC Requester: Phone No: Inspector: Date:E�-IL � r,,, S REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1� INSPECTION RECORD n Retain a copy with permit Irs - PECTION 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 FFwcg-t-ir`12q P ect: Type of Inspection: c F Address: r/� (j 14 Date Called: Special Instructions: 4 ` Date Wa ed: ! a.m. R — i J p.m. Requester: Phone No: Inspector: Date _ f— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit Ipts INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspectiop: Address: 11 V [C-.V�1�� �p Date Called: Special Instructions: Date Wanted: r— a.m. Requester: Phone No: Inspector: Date:a _3 / ` / El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 04 INSPECTION RECORD Retain a copy with permit 1A6 ©07 PECTION 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 Projgcj��� u.�� Type of lnsp ct�on: Address: vofy W Date Called: Spe6ar Instructions: ' 1 Date Wanted: a.m. p.m. Requester: Phone No: Inspector: Dater U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M► INSPECTION RECORD Retain a copy with permit DV5 ^b l 11 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Ins ection: Address:,,"_,,, p Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. 1-1 Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 4311-3670 Permit Inspection Request Line (206) 438-9350 Proj ct: LIe';"�l:�� Type of Inspection: c rys/6 Address: Date Called: Special Instructions`: Date Wanted: a.m. 'i_ t5'`/ j p.m. Requester: Phone No: 11 Approved per applicable codes. E Corrections required prior to approval. In Inspector: Cam/ Dat�- 6 lTS REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD b6, 61 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: VA -CAW+ f)Ph----- Type of Inspection: rcgrb Address: Date Called: Special Instructions: Date Wanted: a.m. 5' /� p.m. Requester: Phone No: 11 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto.W Date � l REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. INSPECTION RECORD D/ Retain a copy with permit 1 S = S INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Projectof v d ,S Type of Inspection: SP ce VQ?/ Address: 1 J 3 Contact Person: Suite #: Special Instructions: Phone No.: ®—Approved per applicable codes. Corrections required prior to approval. COMMENTS: t �\ 1 aN Needs Shift Inspection: fi1 Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: � ;� � �--- Date: /61011, --- Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsimng Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD )Y $7- d llg Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project. e(V 10q - <7 Type of Inspection: tI/P- Address: J) z g A P O Contact Person: Suite #: Special Instructions: Phone No.: (.'Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: X�� Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Envelope Zones• 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 Project Info Project Address Prologia - Make Ready TI Revision Date .-•.,- 2015 Compliance forms 1139 Andover Park Went For 'n a&tmerit �`A ' L i' Tukwila, WA do not require a password to use. Instructional and JUL 3 0 2015 Applicant Name: Jackson I Main Architecture, P.S. Applicant Address: 311 let Avenue S Seattle WA 98104 calculating cells are write protected. Applicant Phone: 206.324.4800 PERMIT CENTER _J Project Description ❑ New Building ❑ Addition Q Alteration ❑ Change of Occupancy/Conditioning Compliance Path 0' Prescriptive Q Component Performance 0 Total Building Performance Selection required to enable forms. Occupancy Group tij Ccmmerdail 0 Group R - R2 $ R3 over 3 stories and all R 1 JL1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade % vertical If complying via the Prescriptive path, (rough opening) divided by Well Area fimes 100 equals Fenestration — X 0� _ enter values for vertical fenestration, skylights, gross walls and roof on this NV T Gross Extellor -SUM worksheet If complying via the Component Performance path, enter these values in the ENV-UA worksheet. Total Sicy ht divided by Root Area times 100 equals % Skylight These values auto -rill from ENV-UA and are write -protected on ENV -SUM. _ X 100 = Vertical Fenestration Area Fenestration Area RININ R% Compliance Skylight Area Vertical Fenestration 0 50% or more of the floor area is within a daylight zone per Alternates 0 High Performance Fenestration Li -factors and SHGC per C 2 REVIEWED vED FOR Compliance Method APPROVED ❑ Skylight area 3% or greater, VT-0.40 or greater Single Story Spaces ❑ Skylight effective aperture 1% or greater, provide calculati AUG 0 4 2015 Requiring Skylights ❑ Space eligible for exception Requires a minimum of 50% of floor area to be within a skylight aylight zone for specific space types. Refer to C402.3.2 for requirements. City ofTukwila ❑ Project has semi -heated spaces as defined per C402.1.4 j ❑ Applying wall exception to semi -heated spaces Semi -Heated Spaces 1. Semi -heated spaces may comply under Prescriptive or Component Performance compliance path. 2. Semi -heated spaces shall be documented separately from other conditioned spaces — provide separate compliance forms for each conditioned space type. 3. Envelope elements separating semi -heated from other conditioned spaces shall comply with exterior thermal envelope requirements. ❑ Walk-in Cooler ❑ Walk-in Freezer ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non -refrigerated areas in the ENV -PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Mixed Occupancy and/or Project includes more than one occupancy type and/or level of space conditioning. Multiple compliance forms may be required. Select all that apply to scope of project: Space Conditioning ❑ Commercial ❑ R2 & R3 over 3 stories and all R1 ❑ Refrigerated Space ❑ Fully Conditioned ❑ Semi -Heated ❑ Low Energy* ❑ R2 & R3 - 3 stories or less *Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C101.5.2 for exemption. 1)I1;. nl l01 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all I Revised Oct 2013 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration. Refer for Prescriptive Compliance to Tables C402.1.2, C402.2 and C402.3 In the 2012 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements that apply for each envelope element type and applicable exceptions. Prescriptive Path Table C402.2 Notes 1,7 Insulation Minimum R-Value Table C462.1.2 Notes 1,2 Assembly Maximum U-factor Occupancy Group All Other Group R All Other Group R Ops4se Elensentir - Rooft Insulation Entirely above Deck R-30 c.i. R-38 c.i. U-0.034 U-0.031 Metal Building with R-3.5 thermal blocks Note 3 R-25 + R-11 Ls R-25 + R-11 Ls U-0.031 U-0.031 Attic and Other R49 R49 U-0.021 U-0.021 Walls, Above ade Mass R-9.5 c.i. R-13.3 c.i. U-0.104 Note 6 U-0.078 Metal Building R-13 + R-13 c.i. R-13 + R-13 c.i. U-0.052 U-0.052 Steel Framed R-13 + R-10c.i. R-19 + R-8.5 c.i. U-0.055 U-0.055 Wood Framed and Other R-21 int R-21 int U-0.054 U-0.054 Below Grade Wall Notc 4 Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38 + R-10 c.i. R-38 + R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab -On -Grade Floors Unheated R-10 for 24 in. (from to of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter & under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value for five fiance. U 0.37 U 0.37 Roll -up or sliding R4.75 I R4.75 No U-Value for prescriptive compliance. Table C402.3 - 0.30% of wall area, or 30%-40% per Secdon C402.3.L I DLZ Section C4023.L3 High Performance Fenestradon Option - 0. 40% of waU area Fenestration Assembly Maximum U-factor Nato 1,2 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing fixed U-0.38 U-0.38 U-0.34 U-0.34 Metal framing (o rable U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 SAylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF < 0.2: all orientations - SHGC-0.40 0.25 PF < 0.5: north - SHGC-0.44; all other - SHGC-0.48 PF a 0.5: north - SHGC-0.48; all other - SHGC-0.64 PF < 0.2: all orientations - SHCC-0.35 0.2 S PF < 0.5: north - SHGC-0.385; all other - SHGC-0.42 PF 2 0.5: north - SHGC-0.42; all other - SHGC-0.56 SAyfights SHGC-0.35 SHGC-0.35 Re crated Spaces Insulation Insulation Minimum R-Value Table C402.5 and C402.6 Assembly Maximum U-factor Freezers - Walk-in and Warehouse Roof / Ceiling R-32 No U-Value for prescriptive compliance Wall R-32 Door R-32 Door - transparent reach -in tri le- ane, heat -reflective treated or gas Floor R-28 Coolers - Walk-in and Warehouse Roof / Ceiling R-25 No U-Value for prescriptive compliance Wall R-25 Door R-25 Door - transparent reach -in double -pane, heat -reflective treated & as fill, or comply with freezer door reg. Floor No Requirement -6 State Enerov Code Compliance Forms for Commercial Buildinas includina R2 & R3 over 3 stories and all I Revised Oct 2013 Ls = Liner system — A continuous membrane installed below the purlins and uninterrupted by framing members. Uncompressed, unfaced insulation rests on top of the membrane between the purlins. Refer to Section Al02.2.5.4. c.i. = Continuous insulation — Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04% of the opaque surface area of the assembly. int = Intermediate framing — Includes insulated headers, comers and interior partition wall to exterior wall intersections. Refer to Section A103.2 for framing definitions. 0otnote Summary: Each table in the 2012 WSEC has footnotes applicable to specific information provided in the table. This footnote summary provides only abbreviated details from these footnotes. Refer to 2012 WSEC for complete footnote information. 1 - Assembly descriptions can be found in Chapter 2 and Appendix A. 2 - Use of assembly U-factors, C-factors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code. 3 - For metal building roofs where using R-value compliance method, a thermal spacer block is required. Otherwise use the U-factor compliance method. 4 - Where heated slabs are below -grade, below -grade walls shall comply with the exterior insulation requirements for heated slabs. 5 - Heated slab F-factors shall be determined specifically for heated slabs. Unheated slab F-factors shall not be used. 6 - Non-residential CMU walls may be eligible to use Table C402.1.2 U-factor if all provisions stated in applicable footnote are met. Refer to Footnote D in Table C402.1.2 or Footnote C in Table C402.2 for eligibility requirements. 7 - Roof, wall or floor assemblies required to have continuous insulation may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to Footnote F in Table C402.2 for eligibility requirements. End of Envelope Requirements Summary 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct2013 Project Address Prologis - Spec TI Date 06/02/2015 Occupancy Group Commercial O Group R For Building Department Use RCC;EI'�EU 4TY OF T U K W I L A Change in occupancy or space conditioning Q ti Note - Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5 JUL 3 0 2015 Fenestration Area as pia gross above -grade wall area Max. Target: 30.0% PERMIT CENTER Skylight Area as % gross roof area Max. Target: 5.08 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 o alLa�pli a e velop elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calc anon. 2: U-factors shall come from Appendix A, Chapter C303, or calculated per approved method as specked in C402. Building Component Proposed UA Target UA Provide source of U-factor,page/plan # of assemblydetail & ID U-factor x Area A = UA U x A U-factor x Area A = UA U x A Y R= ID: EXISTING - NO WORK 0.034 a R= ID: Above Deck Insulation U-0.034 R= ID: v, R= ID: 0.031 m R= ID: Metal Building U-0.031 of R= ID: R= ID: 0.021 t R= ID: Single raft, attic, other U-0.021 R= 21+8 ID: 6" MTL. With Batt insul. & cont. rigid insul. �Q,�OsS� 44JV CG�L) f 0.055 519 28.5 Steel/metal frame U-0.055 LL R= ID: EXISTING - NO WORK , PPRONE R= ID: m o R= ID: A G 0 4 2015 0.052 Metal Building U-0.052 °0 R= ID: R= ID: m 83 R= ID: C of Tula ila 0.054 Wood Frame, other U-0.054 o R= ID: BUILDING DIVISION 3 R= ID: - O « R= ID: 0.104 V1 R= ID: Mass Wall U-0.104 R= ID: y R= ID: 11 U0 0.104 m a R= ID: Assumed to be Mass Wall U-0.104 mC)� R= ID: C7 R= ID: 0 R= ID: 0.031 m R= ID: Mass Floor U-0.031 In 0 0 R= ID: .97 LL R= ID: 0.029 Joist/Framing U-0.029 E R= ID: LL R= ID: F-factor x Perimeter = UA(U x A) F-factor x Perimeter = UA (U x A) R= ID: EXISTING - NO WORK 0.540 r R= ID: Slab -On -Grade U-0.54 R= ID: a -0R= ID: 0.550 M d R= ID: Heated Slab -On -Grade U-0.55 = R= ID: 'Proposed non-residential CMU walls meeting Table C402.1.2 Area UA Area UA 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 519 27 519 2 9 Component Performance Compliance (UA) UA DOES NOT COMPLY1 ois-01101 ♦ ---A6 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 $ R3 over: Revised Project Address prologie - Spec TZ Date 06/02/2015 Fenestration Area as % gross above -grade wall area Max. Target: 30.0 For Building Department Use Skylight Area as Rio 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 Proposed UA Target UA Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) o, in U= ID: 3070 SC door 0.500 21 10.5 0.37 21 7.8 Opaque Swing Doors U-0.37 s °o U= ID: 0 U= ID: C e U= ID: 0.37 opaque rollup & sliding U-0.37 o 0 U= ID: U= ID: U= ID: 0.30 U= ID: Non -Metal Frame U-0.30 c U= ID: Z U= ID: U= ID: Alum. Storefront Syst. w/ thermal break 0.41 159 65.2 0.38 159 60.4 g w U= ID: Metal Frame, Fixed U-0.38 U= ID: y m U= ID: CD U U= ID: 0.40 a ° U= ID: Metal Frame, Operable U-0.40 r m U= ID: U= ID: U= ID: Alum. Storefront Syst. w/ thermal break 0.60 21 12.6 0.60 21 1 12.6 2 U= ID: Metal Entrance Door U-0.60 m U= ID: U= ID: y y U= ID: 0.50 o, a U= ID: All types U-0.50 Y ~ U= ID: `n a U= ID: Area UA Area UA Page 2 Subtotal To comply. Page 1 Subtotal 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total 201 81 519 29 720 109 Component Performance Compliance (UA) UA DOES NOT COMPLY 201 88 519 27 720 —T-115 Exception per WSEC Section C101.4.4 & C101.4.5 Change in space conditioning: The proposed UA is allowed to be up to 110% of the target UA. Storefront energy performance is being improved from existing standard to include a thermal break. ,Envelope Summary Zones 4c/5b ENV -SUM' 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 PrGil2d Info Project Address Prologis - Make Ready T1 Date 6/2/2015 Compliance forms Upland Distribution Center For Building Department Use 1139 Andover Park West do not require a password to use. instructional and Applicant Name: Jackson I Main Architecture, P.S. calculating cells are write -protected. Applicant Address: 119 s Main Street #410 Seattle WA 98104 Applicant Phone: 206-624-3210 Project Description ❑ New Building ❑ Addition ❑� Alteration ❑ Change of Occupancy/Conditioning Compliance Path p * Component Performance 0 Total Building Performance O Prescriptive Selection required to enable forms. Occupancy Group OQ Commercial 0 Group R - R2 & R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade % Vertical If complying via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration X 00 _ enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet. If complying via the Component Performance path, enter Gross Exterior these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals % Skylight These values auto -fill from ENV-UA and are write -protected on ENV -SUM. — X 100 = Vertical Fenestration Area Fenestration Area Compliance REVIEWED F ; ODE COMPLI C�, Skylight Area APPROVE Vertical Fenestration 0 50% or more of the floor area is within a daylight zone per C402.3..1 JUL 13 201 Alternates 0 High Performance Fenestration U-factors and SHGC per C402.3.1 t3 Compliance Method ❑ Skylight area 3% or greater, VT-0.40 or greater City of Tukwi Single Story Spaces ❑ Skylight effective aperture 1% or greater, provide calculation BUILDING DIVI Requiring Skylights ❑ Space 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. ❑ 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 Performance compliance Semi -Heated Spaces path. 2. Semi -heated spaces shall be documented separately from other conditioned spaces — provide separate compliance forms for each conditioned space type. 3. Envelope elements separating semi -heated from other conditioned spaces shall comply with exterior thermal envelope requirements. ❑ Walk-in Cooler ❑ Walk-in Freezer ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non -refrigerated areas in the ENV -PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Mixed Occupancy and/or Project includes more than one occupancy type and/or level of space conditioning. Multiple compliance forms may be required. Select all that apply to scope of project: Ph' g IWNYAWIL El commercial ❑ R2 & R3 over 3 stories and all R1 ElRefrigerated Space ❑ Fully Conditioned ❑ Semi -Heated ❑Low Energy* J I N 0 2 2015 U 1� lJ ❑ R2 & R3 - 3 stories or less *Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to CIO 1.5.2 for exemption. )R NCE a ,ION W r-L—nivu GCTER I)11�0'"U it 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all F Revised Oct2013 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration. Refer for Prescriptive Compliance to Tables C402.1.2, C402.2 and C402.3 In the 2012 WSEC for Important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements that apply for each envelope element type and applicable exceptions. Prescriptive Path Table C402.2 Notes 1,7 Insulation Minimum R-Value Table C402.1.2 Notes 1,2 Assembly Maximum U-factor Occupancy Group All Other Group R All Other Group R Opaque Elements Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. U-0.034 U-0.031 Metal Buildin with R-3.5 thermal blocks Note 3 R-25 + R-11 Ls R-25 + R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R49 U-0.021 U-0.021 Walls, Above -grade Mass R-9.5 c.i. R-13.3 c.i. U-0.104 Note 6 U-0.078 Metal Building R-13 + R-13 c.i. R-13 + R-13 c.i. U-0.052 U-0.052 Steel Framed R-13 + R-10c.i. R-19 + R-8.5 c.i. U-0.055 U-0.055 Wood Framed and Other R-21 int R-21 int U-0.054 U-0.054 Below Grade Wall Note 4 Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38 + R-10 c.i. R-38 + R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab -On -Grade Floors Unheated R-10 for 24 in. (from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter & under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value for prescriptive compliance. U-6.37 U-0.37 Roll -up or sliding R-4.75 I R-4.75 No U-Value for prescriptive compliance. Table C401.3 - 0-30% of wall area, or 30%-40% per Section C402.3.1.1 DLZ Section C402.3.1.3 High Performance Fenestration Option - 0-40% of wall area Fenestration Assembly Maximum U-factor Notes 1,2 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing fixed U-0.38 U-0.38 U-0.34 U-0.34 Metal framing (operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF < 0.2: all orientations - SHGC-0.40 0.2 5 PF < 0.5: north - SHGC-0.44; all other - SHGC-0.48 PF z 0.5: north - SHGC-0.48; all other - SHGC-0.64 PF < 0.2: all orientations - SHGC-0.35 0.2 5 PF < 0.5: north - SHGC-0.385; all other - SHGC-0.42 PF 2 0.5: north - SHGC-0.42; all other - SHGC-0.56 SAyfights SHGC-0.35 SHGC-0.35 Refrigerated Spaces Insulation Insulation Minimum R-Value Table C402.5 and C402.6 Assembly Maximum U-factor Freezers - Walk-in and Warehouse Roof / Ceiling R-32 No U-Value for prescriptive compliance Wall R-32 Door R-32 Door - transparent reach -in triple -pane, heat -reflective treated or gas Floor R-28 Coolers - Walk-in and Warehouse Roof / Ceiling R-25 No U-Value for prescriptive compliance Wall R-25 Door R-25 Door - transparent reach -in double -pane, heat -reflective treated & gas fill, or comply Huth freezer door req. Floor No Requirement 12012 Washinaton State Enerav Code Compliance Forms for Commercial Buildinas includina R2 & R3 over 3 stories and all F Kevisea UM Lu l3 Ls = Liner system -- A continuous membrane installed below the purlins and uninterrupted by framing members. Uncompressed, unfaced insulation rests on top of the membrane between the purlins. Refer to Section A102.2.5.4. c.i. = Continuous insulation -- Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04%of the opaque surface area of the assembly. int = Intermediate framing -- Includes insulated headers, corners and interior partition wall to exterior wall intersections. Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2012 WSEC has footnotes applicable to specific information provided in the table. This footnote summary provides only abbreviated details from these footnotes. Refer to 2012 WSEC for complete footnote information. 1 - Assembly descriptions can be found in Chapter 2 and Appendix A. 2 - Use of assembly U-factors, C-factors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code. 3 - For metal building roofs where using R-value compliance method, a thermal spacer block is required. Otherwise use the U-factor compliance method. 4 - Where heated slabs are below -grade, below -grade walls shall comply with the exterior insulation requirements for heated slabs. 5 - Heated slab F-factors shall be determined specifically for heated slabs. Unheated slab F-factors shall not be used. 6 - Non-residential CMU walls may be eligible to use Table C402.1.2 U-factor if all provisions stated in applicable footnote are met. Refer to Footnote D in Table C402.1.2 or Footnote C in Table C402.2 for eligibility requirements. 7 - Roof, wall or floor assemblies required to have continuous insulation may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to Footnote F in Table C402.2 for eligibility requirements. End of Envelope Requirements Summary 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 Project Address Prologis - Make Ready TI Date 06/02/2015 Occupancy Group Q Commercial Q Group R For Building Department Use Change in occupancy or space conditioning Q 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 Max. Target: 30.0% Skylight Area as % gross roof area 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 Proposed UA Target UA Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) R= 49 ID: Roof Deck with R-49 batt insul. 0.020 1037 20.7 0.034 1037 i 35.3 Y a R= ID: Above Deck Insulation U-0.034 0 R= ID: N v R= ID: 0.031 Metal Building U-0.031 00 R= ID: I R= ID: R= ID: 0.021 t R= ID: Single raft, attic, other U-0.021 O R= ID: R= 21+8 ID: 6" MTL. With Batt insul. & cont. rigid insul. 0.052 615 32.0 0.055 I 998 54.9 t'- R= ID: EXISTING - NO WORK 0.055 383 21.1 Steel/metal frame U-0.055 R= ID: a) v R= ID: 0.052 Q 00 R= ID: Metal Building U 0.052 y R= ID: m Q R= ID: 0.054 m'00 R= ID: Wood Frame, other U-0.054 o 3 R= ID: i i on R= ID: 0.104 v, m R= ID: Mass Wall U-0.104 R= ID: N R= ID: 0.104 m o � R= ID: Assumed to be Mass Wall U-0.104 4) m R= ID: cD R= ID: N R= ID: 0.031 cNa R= ID: Mass Floor U-0.031 N`o R= ID: 27LL o R= ID: 0.029 Joist/Framing U-0.029 E 12 R= ID: u R= ID: F-factor x Perimeter = UA(U x A) F-factor x Perimeter = UA (U x A) R= ID: EXISTING - NO WORK 0.730 46 I 33.6 0.540 46 24.8 L R= ID: Slab On -Grade U-0.54 c:' n R= ID: R= ID: 0.550 R= ID: Heated Slab -On -Grade U-0.55 = R= ID: *Proposed non-residential CMU walls meeting Table C402.1.2 Area UA Area UA 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 2081 10-7 2081 115 Component Performance Compliance (UA) UA DOES NOT COMPLYI Revised Oct 2013 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over Projer Address Prologis - Make Ready TZ Date 06/02/2015 Fenestration Area as % gross above -grade wall area Max. Target: 30.0% For Building Department Use Skylight Area as % gross roof area Max. Target: 5.096 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 Proposed UA Target UA Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) U= ID: 101 EXISTING NO CHANGE 0.500 21 10.5 0.37 I 84 I 31.1 3 o U= ID: 102 EXISTING NO CHANGE 0.400 21 8.4 Opaque Swing Doors. U-0.37 U= ID: 107, 108 New solid core wood door 0.400 42 16.8 U= ID: 0.37 3 � o °o U= ID: Opaque rollup & sliding U-0.37 U= ID: U= ID: 0.30 I I Non -Metal Frame U-0.30 a) U= ID: o U= ID: Z U= ID: U= ID: EXISTING STOREFRONT - NO WORK 0.50 180 90.0 0.38 I 207 I 78.7 o �"-- U= ID: EXISTING - NO WORK 0.30 27 8.1 Metal Frame, Fixed U-0.38 `0 m U= ID: Lo W U= ID: "- U= ID: 0.40 ( I a ° U= ID: Metal Frame, Operable U-0.40 m � U= ID: U= ID: U= ID: 0.60 I c E U= ID: Metal Entrance Door U-0.60 aa) U= ID: 2 U= ID: U= ID: 0.50 I I o, a U= ID: All types U-0.50 Y H- U= ID: Q U= ID: Area UA Area UA Page 2 Subtotal To comply: Page 1 Subtotal 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total 291 110 2081 115 2372 225 Component Performance Compliance (UA) UA DOES NOT COMPLY 291 134 2081 107 2372 241 Exception per WSEC Section C101.4.4 & C101.4.5 Change in space conditioning: The proposed UA is allowed to be up to 110% of the target UA. 1/1 Interior Project Info Project Address Make Ready Ti Date 5/21/2013 Compliance Upland Business Park For Building Department Use forms do not 1139 andover Park West, Tukwila Washington require a password to Applicant Name: Gregg Percich Instructional and calculating cells Applicant Address: 119 S Main St. # 410 Seattle WA 98104 Applicant Phone: 206-624-3210 are write- Project Description ❑ New Building ❑ Addition 0 Alteration ❑ Plans Included Lighting Compliance Path Q Lighting Power Density Calculations O Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance Q Building Area Method Q• Space -By -Space Method Method Selection required to enable LPA forms Interior Lighting System new office layout with suspended acoustical ceiling wiht 2'x4' lay in fixtures. Restrooms to Description use 2 tube 4'-0" strip lighting. REVIEWED F Briefly describe lighting CODE COMPLI system type and features. APPROVED Additions and Change of Space Use (C101.4.3 & C101.4.4) t 1 ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable City Of Tukwil° provisions per C101.4.3 BUILDING DIVIS Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Fo -Doeument maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) Q 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. ❑ 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 Q 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. 1�1s -Gl I q )R DICE I ION CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER ,.t 2012 Washington State Energy Code Compliance Forms for Commercial Buildings includinq R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address Make Ready TI Date 5/21/2013 Lighting Alterations, Renovations & Building Additions For Building Department Use O Less than 60% 60% or more O Stand alone O 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 b/dg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space 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 Space 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, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. Maximum Allowed Lighting Wattage Location (plan #, oweGross Interior Wafts Allowed room #) Space Type* Watts per ftZ Area in ftZ (watts/ft2 x area) 101 Office -Open plan 0.98 487 477 103 Office - Enclosed 1.11 125 139 104 Office - Enclosed 1. 11 120 133 105 Dining area: Bar/lounge/leisure dining 1.31 106 139 106 Restroom 0.98 54 53 107 Restroom 0.98 54 53 Atrium** Enter Height: Existing Lighting Enter Exist. Watts: Retail Display Allowance from LTG-INT-DISPLAY * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Area Allowed Watts Total 946 994 Location (plan #, room #) Fixture Description*** Number of Fixtures Wafts/ Fixture Wafts Proposed 101 New 2-Tube T-8 Fluorescent 7 64 448 103 New 2-Tube T-6 Fluorescent 2 64 128 104 New 2-Tube T-8 Fluorescent 2 64 128 105 New 2-Tube T-8 Fluorescent 2 64 128 106 New 2-Tube T-8 Fluorescent 1 64 64 107 New 2-Tube T-8 Fluorescent 1 64 64 Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt 960 *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. 2. Forproposed 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. 3. 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 of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description 6. If #NA appears in Retail Display cells, information on LTG-INT-DISPLAY is incomplete. (Interior Lighting Power Allowance COMPLIES Exterior• • - Summary LTG-EXT 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: Make ReadyTI Date 5/21/2013 Upland Business Park For Building Department Use F n R-1 1139 andover Park West, Tukwila Washington Applicant Name: Gregg Percich Applicant Addr: 119 S Main St. # 410 Seattle WA 98104 Applicant Phone: 206-624-3210 Project Description ❑ New Building ❑ Addition Q Alteration ❑ Plans Included Lighting Zone As specified by jurisdiction. Zone selection required to enable LTG-EXT form 0 Zone 1 0 Zone 2 0 Zone 3 0 Zone 4 Compliance Option 0 Lighting Power Density Calculations 0 Total Building Performance Building Grounds Applies to luminaires > 100 Watts ❑ Efficacy > 60 IumensNv ❑ Controlled by motion sensor ❑ Exemption (list) Exterior Lighting Alterations 2 No changes are being made to the existing exterior lighting ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Surface Description Allowed a s per ft2 or per If Area (ft ), perimeter (If) or # of items Allowed Watts x ftZ (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage forluminaire.) Tradable Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 0 Allowed Watts Area (ft), perimeter Allowed Watts Non -Tradable Surfaces Surface Description per ftZ or per If I (If) or # of items I x ftZ (or x If) Non -Tradable Proposed Lighting Wattage I - - - — - -- Non -Tradable Surface Fixture Description Jul.1lufrl�f Fixtures Watts/ Fixture Watts Proposed 'la DIVISION RECEIVE Non -tradable proposed watts may not exceed allowed watts for any in i ota excess Non -Tradable wa61TY OF TUKWILA surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Site Allowance Balance: is s A Exterior b IS I PERMIT CENTER -0 1 °� MAKE READY FILE Tenant Improvement UPLAND BUSINESS PARK 1139 Andover Park West Tukwila, WA 98 Structural Calculations Ceiling Support REVIEWED FOR CODE COMPLIANCE APPROVED JUL 13 2015 Provided by Structural Phil City of Tukwila BUILDING DIVISION 7675 Nahahum Canyon Roa Cashmere, WA 98801 Job No. 72PV 15 Jackson Main Job No. May 28, 2015 15() RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER MAKE READY CEILING PLAN TENANT IMPROVEMENT FOR JACKSON MAIN/PROLOGIS 49'-0" 8" METAL JOISTS AT 4'-0" OC. BEAR ON TOP OF I I I I WALLS EACH END. TYP. I I I I I I I I I I 8005i162-043 METAL STRAPPING AT TOP AND BOTTOM OF JOISTS @ 4'-0" O.C. TYP. I I I I I I I i I I I I I I I I I I I I I I I h2'-10Y" I I I I I 22'-1 IhY" I I I I I I I I I I I I I I I I I NOTE: PROVIDE BATT INSUL WITHIN STRLUCT. GRID SYSTEM PER ENERGY SCHEDULE. SECURE r r I I I I I I I I I I I I I I I I MODFY EXIST WALLAS {ff TO T� SUPPORT SECONDARY RAMING. WITH WHITE VINYL FACING WIRED UP I I I I k I I n NOTE: TOP OF SECONDARY FRAMING AT 12'-0" AFF. U BEARING WALL, MODIFY AS RE . TO SUPPORT SECO DAIRY FRAMING. MINIMUM STUD SIZE: 350S162-033 � N N BACK TO BACIK 800S162-054 DBL JOISTS @ SPANS GREA ER THAN 13'-0" rE� SECONDARY CEILING PLAN. F SCALE: 1/8" =1'-0" SCAFCO Steel Stud Mfg. 2007 North American Specification [AISI S100] ASD DATE: 5/28/2015 Make Ready T.I. SECTION DESIGNATION: 80OS162-43 [33] Single Input Properties: Web Height = 8.000 in Design Thickness = Top Flange = 1.625 in Inside Corner Radius = Bottom Flange = 1.625 in Yield Point, Fy = Stiffening Lip = 0.500 in Fy With Cold -Work, Fya = Punchout Width = 1.500 in Punchout Length = Ceiling Solver Design Data - Simple Span Joist Span 13.00 ft Deflection Limit U360 Joist Spacing 48.0 in Dead Load = 8.0 psf DL Multiplied by 1.00 for Strength Checks Check Flexure Flexural Bracing: KyLy = 48.0 in Cb = 1.00 Fe = 63.3 ksi Fy = 33.0 ksi Fc = 31.4 ksi Sc = 1.025 inA3 Sf = 1.158 inA3 Mmax = 676 Ft -Lb <= Ma = 1527 Ft -Lb (Distortional Buckling Controls) K-phi for Distortional Buckling = 0 Ib*in/in Check Bending and Torsion Torsional Bracing: KtLt = 48.0 in Multiple Braces Centered on Mid -Span Controls Input Torsional Lever Arm: to Web Center Fb = 7.96 ksi Ft = 0.58 ksi Mcritical = 676.00 Ft -Lb <= R * MaFy = 1565.22 Ft -Lb Check Deflection Deflection Limit: U360 Maximum Deflection = 0.154 in 0.0451 in 0.0712 in 33.0 ksi 33.0 ksi 4.000 in 0.56 Fy < Fe < 2.78 Fy Mn = 2551 Ft -Lb Uniform Torque = 1.601 in-lb/in R = Fb/(Fb+Ft) = 0.933 Deflection Ratio = L/1013 Check Shear Vmax = 208 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 1051 lb >= Vmax Check Web Crippling Rmax = 208 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 247 lb >= Rmax, stiffeners not required 13 SCAFCO Steel Stud Mfg. 0 2007 North American Specification [AISI S100] ASD DATE: 5/28/2015 Make Ready T.I. SECTION DESIGNATION: 800S162-54 [33] (2) Back -to -Back Input Properties: Web Height = 8.000 in Design Thickness = 0.0566 in Top Flange = 1.625 in Inside Corner Radius = 0.0849 in Bottom Flange = 1.625 in Yield Point, Fy = 33.0 ksi Stiffening Lip = 0.500 in Fy With Cold -Work, Fya = 33.0 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in Header/Beam Solver Design Data - Simple Span Header/Beam Span 28.00 ft Deflection Limit L/360 Dead Load = 20.0 Ib/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Flexural Bracing: KyLy = 48.0 in Cb = 1.00 lyc = 0.276 inA4 Fe = 194.4 ksi Fy = 33.0 ksi Fe >= 2.78 Fy Fc = 66.0 ksi Sc = 1.334 inA3 Sf = 1.434 inA3 Mn = 6953 Ft -Lb Mmax = 1960 Ft -Lb <= Ma = 4164 Ft -Lb (Distortional Buckling Controls) K-phi for Distortional Buckling = 0 Ib*in/in Check Deflection Deflection Limit: L/360 Maximum Deflection = 0.820 in Deflection Ratio = U410 Check Shear Vmax = 280 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 4183 lb >= Vmax Check Web Crippling Rmax = 280 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 1885 lb >= Rmax, stiffeners not required SCAFCO Steel Stud Mfg. 0 2007 North American Specification [AISI S100] ASD DATE: 5/28/2015 Make Ready T.I. Wall Studs to support ceiling (minimum size) SECTION DESIGNATION: 350S162-33 [33] Single Input Properties: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = Wall Solver Design Data - Simple Span Wall Height 10.00 ft Lateral Pressure 5.00 psf Stud Spacing 24.0 in 3.500 in Design Thickness = 0.0346 in 1.625 in Inside Corner Radius = 0.0765 in 1.625 in Yield Point, Fy = 33.0 ksi 0.500 in Fy With Cold -Work, Fya = 33.0 ksi 1.500 in Punchout Length = 4.000 in Deflection Limit L/180 Axial Load 280 lb Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: Full Mmax = 125 Ft -Lb <= Ma = 424 Ft -Lb & Ma(distortional) = 435 Ft -Lb K-phi for Distortional Buckling = 0 Ib*in/in Check Deflection Deflection Limit: U180 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.150 in Deflection Ratio = U800 Check Shear Vmax = 50 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 1024 lb >= Vmax Check Web Crippling Rmax = 50 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 166 lb >= Rmax, stiffeners not required Check Axial Interactions P = 280 lb (Including Axial Load Multiplier) Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt = 120.0 in Max KUr = 195 Allowable Pure Axial Load, Pa = 596 lb : Axial Load Ratio, P/Pa = 0.470 K-phi for Distortional Buckling = 0 Ib*in/in Check Equation C5.2.1-1 Check Equation C5.2.1-2 Cmx = 1.00 Pao = 3168 lb Per = 10278 lb Alpha = 0.948 Equation C5.2.1-1 = 0.781 Equation C5.2.1-2 = 0.383 Maximum Interaction = 0.781 <=1.0 Screw Capacities Table Notes 1. Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull -over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Allowable Screw Connection•. • #6 Screw #8 Screw #10 Screw #12 Screw 14" Screw Thickness Design Fy Fu (Pss = 643 lbs, Pts = 419 lbs) (Pss=1278 lbs, Pts = 586 lbs) (Pss=1644 lbs, Pts =1158 lbs) (Pss= 2330 lbs, Pts = 2325 lbs) (Pss= 3048 lbs, Pts = 3201 lbs) (Mils) Thickness Yield Tensile (ksi) (ksi) 0.138" dia, 0.272" Head 0.164" dia, 0.272" Head 0.190" dia, 0.340" Head 0.216" dia, 0.340" Head 0.250" dia, 0.409" Head Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1016 396 1067 54 0.0566 50 65 214 140 140 426 171 195 386 569225621 613 261752 68 0.0713 50 65 214 140 140 426 195 95386 =�t 777 284 775 86 3328 948 97 0.1017 50 65 214 140 140 426 195 195386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 386 777 494 775 1016 572 1067 use 250 pounds per screw for #10 and 18 ga ( 0.043") Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Allowable Weld Capacity (lbs Thickness Design Fy Fu Fillet Welds Flare Groove Welds (Mils) Thickness Yield Tensile (ksi) (ksi) Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 1 54 0.0566 50 65 905 1566 985 1202 68 0.0713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1 1269 ' (Weld capacity for material thickness greater than 0.10"requires engineering judgment to determine leg of welds, WI and W2. 'n City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 15, 2015 ADRIANNE MARTIN 1.19 S MAIN ST, SUITE 410 SEATTLE, WA 981.04 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0119 VACANT SPACE - 1139 ANDOVER PARK W Dear ADRIANNE MARTIN, 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: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. The City has determined that 1139 Andover Park West building has deficiencies on the domestic water service. A Reduced Pressure Principle assembly (RPPA) shall be installed immediately downstream of the existing 3" permanent water meter for premise isolation. Installation at another location requires a Public works Director's approval. The RPPA shall be installed in a Hotbox/Rock or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. Submit a site plan showing the property lines, street name, North arrow, building footprint, location of the existing water meter and proposed RPPA. Submit RPPA cut sheet and circle backflow to be installed. The Public Works Director may withhold issuance of this permit until the Permit Center receives plans for RPPA installation or a bond for 150% cost of RPPA installation. A separate letter was mailed on June 9, 2015 to Prologis, Inc., property owner. 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. D15-0119 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0119 DATE: 08/03/15 PROJECT NAME: MAKE IT READY SITE ADDRESS: 1139 ANDOVER PARK W Original Plan Submittal Revision # before Permit Issued I Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division IN Fire Prevention Planning Division ok ng Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/04/15 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/01/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORQ COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0119 DATE: 07/08/15 PROJECT NAME: VACANT SPACE SITE ADDRESS: 1139 ANDOVER PARK W Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 07/09/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved In Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE: 08/06/15 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0119 DATE: 06/02/15 PROJECT NAME: VACANT SPACE SITE ADDRESS: 1139 ANDOVER PARK W X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Aug Building Division �5 (:byy Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: - V µ'AT Fire Prevention C3 Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 06/04/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/02/15 Approved ❑ Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only � CORRECTION LETTER MAILED: `tom—r`' J Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW�S-r Staff Initials: k14 12/18/2013 PROJECT NAME: PERMIT NO: M SITE ADDRESS: IM WOW FAII SY • ORIGINAL ISSUE DATE: "1 I K REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS is Summary of Revision: Received by: U REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: ho://www.TukwilaWA.pov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/30/2015 Plan Check/Permit Number: D15-0119 F— Response to Incomplete Letter # Response to Correction Letter # ✓ Revision # I after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Prologis - Make Ready Tenant Improvement Project Address: 1139 Andover Park West Contact Person: Adrianne Martin Phone Number: (206) 324-4800 Summary of Revision: Revised ramp layout and location for suite entry. New storefront to accommodate new door location. New Energy Calculations packet for storefront improvement. MYIPTUXWU [JUL.a a. 2015 PERAMTOEWSA Sheet Number(s): A1.0 & A1.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: f Entered in Permits Plus on y H:\Applications\Fomu-Applications On Line\2010 Application\-2010 - Revision Submittel.doc Revised: May 2011 City ®f Tukw la Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the permit Center. Revisions will not be accepted through the mail, fax, etc. Date.-0-7 Qf] I 1 5; Plan Check/Permit Number- bls " 0 1 1 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: M d1 K.le- Project Address: �J() -Ao do �Aue Contact Person: J09d OQl SO-P.u.CR r or %x—raw-vyrie- ru",r�-ja<./bc, Suunnnau y of �evns ono Phone Number- 206 6211-321 c) RECEIVED ---CITY OF TUKWtLA-- 8 2015 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revi i Received at the City of Tukwila Permit Center by: Entered in TRAKiT on V '-"( S City of Tukwila Jina Haggerton, Mayor 'Department of Public Works Bob Giberson, P.E., Director June 8, 2015 Prologis, Inc. 12720 Gateway Dr. Tukwila, WA 98188 RE: Vacant Space -Tenant Improvement 1139 Andover Park West Permit No. D15-0119 To Whom It May Concern: PERMANENT FILE COPY In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water service. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 3" permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a HotBox/Rock or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. On your site plan, please show the property lines, street name, North arrow, building footprint, location of the existing water meter and proposed RPPA. Submit RPPA cut sheet and circle backflow to be installed. The Public Works Director may withhold issuance of the Vacant Space Tenant Improvement permit no. D15-0119 until the Permit Center receives plans for RPPA installation or a bond for 150% cost of RPPA installation. If you opt to install, you may install under a separate permit or under a revision to this Tenant Improvement permit no. D15-0119 application. If you opt to install under the Tenant Improvement permit, you must supply the RPPA installation plans with backflow cut sheet and construction cost estimate to the Permit Center as a revision to this Tenant Improvement permit application. The domestic water RPPA will trigger a Public Works Type `C' Construction Permit, which has a progressive fee. For a Type `C' permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation) when the application or revision to this TI is submitted. An additional 2.5% of construction cost for backflow installation will be assessed at the time of permit issuance. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206-431-3665 1139 Andover Pk West TI Page 2 June 8, 2015 If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of RPPA design and installation cost, and 3) a letter stating your intent to install the backflow by a certain date, no more than 120 days. This must be done before the Permit Center issues the permit. I have enclosed Public Works Bulletins Al, A2 and C5 for your information and use. If you need assistance in the field to locate the above water service please contact Mr. Todd Reedy, Water Quality Specialist at 206 571-6309. Sincerely, W Joanna Spencer Development Engineer Public Works Department City of Tukwila Joanna.spencer@tukwilawa.gov 206-431-2440 enclosures: Public Works Bulletins A-1, A-2 and C-5 PW Permit Application cc: Gregg Percich, Applicant Mike Cusick, P.E., Public Works Dept WJPW Eng/Other/Joanna/L.etter 1139 Andover West 060815.doc NORTHWAY CONSTRUCTION P". Page 1 of 2 Home 'lnicio en Espanol Contact Safety Washington State Department of Labor & Industries NORTHWAY CONSTRUCTION INC Owner or tradesperson Principals FRY, KYLE RAY, PRESIDENT FRY, SONYA LEIGH, SECRETARY Doing business as NORTHWAY CONSTRUCTION INC WA UBI No. 602 977 633 License Search L&I` A-% ..Index Help Nly Secure 1: Kl Claims & Insurance Workplace Rights Trades & Licensing 1433 VALENTINE AVE SE SUITE 102 PACIFIC, WA98047 253-735-8100 KING County Business type Corporation Governing persons KYLE RAY FRY SONYA L FRY; Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Constructio1.n Contractor Active. Meets current requirements. License specialties GENERAL License no. NORTHC1905CQ Effective — expiration 02/18/2010— 02/18/2016 Bond ................ DEVELOPERS SURETY & INDEM CO $12,000.00 Bond account no. 250161 C Received by L&I Effective date 01/24/2011 02/01/2011 Expiration date Until Canceled Bond history Insurance American Fire & Casualty Co $1,000,000.00 Policy no. BKA66462377 Received by L&I Effective date 01/16/2015 01/18/2016 Expiration date 01/18/2016 Insurance history Savings No savings accounts during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602977633&LIC=NORTHCI905CQ&SAW= 7/31/2015 PROLOGIS MAKE READY TENANT IMPROVEMENT. TUKWILA WA GENERAL NOTES PROJECT TEAM PROJECT SCOPE ENERGY CODE REQ. LEGEND 1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE DEMOLISH PORTION OF EXISTING OFFICE, INCLUDING EXISTING RESTROOMS. INSTALLTWO (2) NEW SINGLE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE. OWNERS: ARCHITECT: OCCUPANT RESTROOMS A BREAK ROOM AND ONE (1) PRIVATE OFFICE. GOVERNING ENERGY CODE: 2012 WASHINGTON ENERGY CODE WALLS DOORS & WINDOWS TO BE REMOVED. PATCH PROLOGIS JACKSON � MAIN ARCHITECTURE, P.S. COMPONENT PATH ' 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT „ FLOOR, ADJ. WALL & CEILING AS NEEDED TO RECEIVE 12720 GATEWAY DR, SUITE 110 119 S. MAIN ST SUITE 410 BUILDING SPACE TYPE HEAT IS OTHER (ALL OTHERS INCLUDING HEAT PUMPS AND NEW FINISH. ANY INCONSISTENCIES TO THE ARCHITECT. TUKWILA, WA 98168 SEATTLE, WA 98104 VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 206.414.7600 206.324.4800 EXISTING WALL 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. LEGAL DESCRIPTION `NOTE: NO WORK TO CONDITIONED SPACE THIS PERMIT. 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS CONTRACTOR: STRUCTURAL: (IF REQUIRED). REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - NEW 6" 20 GA MTL STUD PLUMBING WALL @ 24" OC W18" 6. ALL WOOD COMING IN CONTACT W/ CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). TO BE DETERMINED BY OWNER STRUCTURAL PHIL POR SW 1/4 OF SE 1/4 OF SEC 26-23-4 & OF NW 114 OF NE 1/4 OF SEC 35-23-4 - BEG SE COR OF SW 1/4 OF SE 114 TYPE "X" GWB EACH SIDE. FINISH PER BUILDING 7. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR 7675 NAHAHUM CANYON ROAD OF SEC 26-23-4 TH 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 STANDARD. CASHMERE, WA 98815 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 CLIMATE ZONE 1 OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH 509.881.0824 CURVE TO LFT THE CENTER BEARING N 63 25-19 E RAD 35 FT ARC D►ST 68.32 FT THRU CIA OF 111-50-19 TAP s OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL ROOF OVER CEILING TILES - R-49 NEW 6 20 GA MTL STUD WALL @ 24 OC W/ TYPE X RESPONSIBILITY FOR COSTS TO RECTIFY SAME.. a 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 GWB EACH SIDE. FINISH PER BUILDING STANDARD. 8. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. DRAWI N G I N D EX C/A 50-29-58 TH S 87-55-02 E 96.94 FT TO TPOB BUILDING ROOF (NO ATTIC) EXISTING OPAQUE WALLS 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING METAL FRAMING R-21 W/ 1-112" R-8 CONT. RIGID 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND WOOD FRAMING & OTHER EXISTING 1 11. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. ARCHITECTURAL OPAQUE DOORS EXISTING NEW �)Y M B O LS 16. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE A-0.1 COVER SHEET SITE & BUILDING INFO. FLOOR OVER E UNCONDITIONED SPACE N/A 0.40 UNLATCHING IS ALLOWED. A-1.0 TENANT PLAN & ENLARGED PLANS SLAB -ON -GRADE EXISTING 17. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA #10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. A-1.1 DETAILS VERTICAL GLAZING EXISTING X DETAIL 18. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. A-1.2 DETAILS & SCHEDULES TAXPAYER- PROLOGIS, INC. NEW VERTICAL GLAZING N/A XX.X 19. BIDDER DESIGN WORK TO BE APPROVED BY OWNER & ARCHITECT PRIOR TO CONSTRUCTION. A-1.3 PROLOGIS CUSTOMER FINISH STANDARDS 12720 GATEWAY DRIVE, SUITE 110 LIGHTING: TUKWILA, WA 98168 " GRID LINES - COLUMN ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS REQUIRED AT LEAST ONE x I C,. I 1\11TY MAP SEPARATE SUBMITTALS TAX PARCEL NUMBER- 352304-9102 MANUAL CONTROL FOR LIGHTING. PROJECT ADDRESS - 1139 ANDOVER PARK WEST EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO TUKWILA, WASHINGTON REDUCE LIGHTING BY 50% IN A REASONABLE UNIFORM ILLUMINATION PATTERN. OR ROOMNAME ROOM NAME AND NUMBER ELECTRICAL GOVERNING BUILDING CODE - 2012 INTERNATIONAL BUILDING CODE W/ PROVIDE AN OCCUPANCY SENSOR DEVICE. Q� n i in i r n-r n i-r r WASHINGTON AMNDM EENTS PLUMBING OCCUPANCY SENSOR ARE REQUIRED IN: TRAINING ROOMS, CLASSROOMS, BREAK ROOMS, MECHANICAL GOVERNING ZONING CODE - TUKWILA ZONING CODE CONFERENCE ROOMS, PRIVATE OFFICES, RESTROOMS, JANITOR ROOMS, STORAGE ROOMS, FIRE SPRINKLERS SITE STATISTICS WAREHOUSES, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT REVISION TAG ZONE - EXISTING WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. OCCUPANTLOADS PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE WAREHOUSE: 28,923 SF OFFICE: TOTAL OCCUPANT LOAD = 69 TOTAL EXITS REQUIRED = 2 TOTAL EXITS PROVIDED = 2 BUILDING AREAS @ 500 SF / OCCUPANT OCCUPANT LOAD = 58 1,077 SF @ 100 SF / OCCUPANT OCCUPANT LOAD = 11 OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE EXTERIOR FOOTPRINT FULL BUILDING 88,440 SF TENANT AREA THIS PERMIT- 30,000 SF WAREHOUSE AREA - 28,923 SF OFFICE AREA - 1, 077 SF AREA OF WORK 1,077 SF SITE AREA - ALLOWABLE LOT COVERAGE - REQUIRED BUILDING SETBACKS- FRONT - SIDE (INTERIOR) - SIDE (STREET) - REAR - ALLOWABLE FAR - ACTUALFAR BUILDING STATISTICS ALLOWABLE HEIGHT - ACTUAL HEIGHT - CONSTRUCTION TYPE - OCCUPANCY TYPE - EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO CHANGE V-B SPRINKLED B. S-1 r. PLUMBING FIXTURES PER TABLE 2902.1 & [P] 2902.1.1 OF THE INTERNATIONAL BUILDING CODE SUITE 1139 OFFICE (B) - 1,077 SFI 100 SF PER OCC.= 11 OCC SUBTOTAL- 1 FIXTURE / 25 OCC. 0.44 WAREHOUSE (S) - 28,923 SF/ 500 SF PER OCC.= 58 OCC SUBTOTAL- 1 FIXTURE / 100 OCC. 0.58 TOTAL FIXTURES REQUIRED - 1.02 (0.51 FI 0.51 M) FIXTURES (PROVIDED)- 1 F/ 1 M ANDC)VER PARK WEST T ZEN LOOR iukmla Bulidling n. R IOnS WHI mqulrO u rMp nw eddiffmatplan ees. ® ARROW INDICATES DIRECTION ILLUMINATED EXIT SIGN WITH EGRESS PATH LIGHTING WITH BATTERY BACKUP SYSTEM E� EGRESS PATH LIGHTING ON BATTERY BACKUP SYSTEM MANI! E__m mf OhEVISIC.)N No, -I II ----- - - - - - - --+ LIN- 1 z.F. JACKSON MAIN A R C H RR I T E C T 311 FIRS AVEN�E SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM Print Record 1 05/19/15 1 OWNER REVIEW 05/27/15 1 PERMIT SUBMITTAL Revision Record 1 1 07/3/15 1 BLDG. CORRECTION 2 07/30/15 1 REVISION OWNER MAKE Y T' UPLAND BUSINESS PARK 1139 ANDOVER PARK WEST TUKWILA, WASHINGTON Sheet Title COVER SHEET Sheet �. A ,,.} 1 ❑ Released for Construction Not Released for Construction (S. 1 �� i SCA iix Y+�S '¢ •i��s tt'���Yi,,, 4ri¢i' ;Ly,;., 12 13 12 49'-0'I NOjf E: PR VIDE BATT INSUL WITHIN ST WCT. GRID SYSTEM PER ENERGY SCHEDULE. SECURE WITH WHITE VINYL FACING WI ED UP 8" METAL JOISTS AT 4'-0" �I OC. BEAR ON TOP OF WALLS EACH END. TYP. } I I I I I 1 I I I I I META CSTRAPPING AT TOP AND BOTTOM OF r` JOISTS @ 4'-0" O.C. TYP. I I I I I I I I I I I I I I I I I I I BEARING WALL, MODIFY 't I AS RE . TO SUPPORT 22'-11I%" I I I I I I I h2'-10%" i SECO DARY FRAMING. I I I I I r r r 1 1 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MODIIFY EXIST �kLL AS �EQ. TO r SUPPORT SECONDARY RAMING. I I I I I 1 I I I I I I I I I I I I I I I I I I I I I i NOTE: TOP OF SECONDARY FRAMING AT 12-0" AFF. -1� { D 4rb ! L A I y�t.t � to�,A 7:+..t �:a O� R °� % isL"4!. * I 5��i E I �� t �./ 12 49'-0" +1-23'-5y" WAREHOUSE +/-I V-1/" 1214" NEW WALL PER 108 7 BREAK ROOM OFFICE 7 "1 0NEW WALL INFILL LOCATION OF1 • 'A K 0-mmgm , PREVENTOR •: 1 Vi��a!�1•a'I�i O'ETOFF MAT P ER FINISH ■1����.�. ® STANDARDS / Tali �f 2 TENANT PLAN SCALE: 1116" =1'-0" 13 12 491-011 1 1 A1.1 I� EQ. BRACING AS REQ.P SEE 2'X4' LAY IN LIGHT FIXTURES PER FINISH STANDARDS — A1.1 2 10 A1.1 A1.1 WPM ® A1.1 I u 8'-0" CLG. HT. 1 4 A1.1 A1.1 EQ. 3 A1.1 LAY -IN ACT AT 9' AFF. PER FNISH STANDARDS. TYP. NOTE: VERIFY HEIGHT OF EXISTING WINDO SYSTEM, IFHIGHER THAN 9'-0" CONTACT TH� ARCHITECT. REFLECTED CEIL111\41G P-LAIN' 13 NEW WALL INFILL 1 1 1 I, 1 MA PP N 1.2 1 1 1 I� OFFICE P SCALE: 1/8" =1'-011 13 49'-0" DEMOLITION NOTES: 1. ALL DASHED LINES REPRESENT ALL ITEMS TO BE REMOVED, UNO. 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DEMO WALL DEMO EXISTING DC OR, DIMENSIONS AT THE BUILDING. REPORT / PREPARE SURACES FOR WALL INFILL EANY INCONSISTENCIES TO THE o� N L4 11 JACKSONI MAIN A R C I I H AVRR I T E C T 311 FIRST' EZE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN. COM 4879 RSMSTERED C TECT r iRE G PERCICH 'ATE WASHINGTON Print Record 05/19/15 OWNER REVIEW 05/27/15 PERMIT SUBMITTAL Revision Record 1 07/3/15 BLDG. CORRECTION 2 07/30/15 REVISION OWNER Y T1 UPLAND BUSINESS PARK 1139 ANDOVER PARK WEST TUKWILA, WASHINGTON ARCHITECT PRIOR TO DEMOLITION: 3. PROTECT ALL FINISHES AND ITEMS TO REMAIN DURING DEMOLITION. REPAIR AND/OR REPLACE ANY DAMAGED ITEMS OR FINISHES TO REMAIN DURING I . DEMOLITION. 4. WHEN REMOVING EXISTING FINISHES, REMOVE EXISTING FLOOR FINISH. � Q' ,07 DOORS, WINDOWS, CEILINGS, ETC, � PATCH OR REPAIR ADJ. SURFACES N RECEIVED PROTECT ADJACENT SURFACES AND FOR NEW FLOORING FINISH PER SCHEDULE CITY OF T U K W I L A PREP FOR NEW FINISHES. I 5. ALL DEMO MATERIAL TO BE SALVAGED DEMO EXISTING DOOR, JUL. 3 0 2015 WHEN POSSIBLE, COORDINATE WI PREPARE ADJ. SURFACES FOR WALL INFILL OWNER. PERMIT CENTER2720 Gatewa D 6. DEMOLITION PLANS ARE TO BE USED AS �� �� Y R A GENERAL GUIDELINE AND ARE NOT o o Suite 110 FNECESSARILY ALL INCLUSIVE. REMOVE V p FOR ukwila, WA 98168 ANY AND ALL ADDITIONAL EXISTING OD D F0 C elephone: 206.414.7600 CONSTRUCTION AS REQ'D FOR NEW A S I APPROVES acsimile: 206.414.7601 WORK OR AS REQ'D TO PROVIDE Ti AUG 04 2015Mi SUITABLE SUBSTRATE FOR NEW WORK. i 1 I I— ate Project No. Lt— City of TukMla 126115 15056,00 E31-111 n1hin nit. -Be, 1. DEMOLITION . PLAN o Released for Consfruc6on ■ Not Released for Co nstruction SCALE: 1/8" =1'-0" w.U, �3u Sy TOP OF FRAMING TOP OF FRAMING_��� EXTEND FRAMINGT012'-0"AFF.AND a?t - - ��� � ,� �;��� ;� it PER PLAN PER PLAN BRACE B BE FULL HEIGHT���,' , RA AS REQ. GWB TO ON WAREHOUSE SIDE W.H. OFFICE SECONDARY FRAMING FOR CLG. GRID & } MIN. e „ „ „ AND EVERY OTHER SPAN ABOVE WALLS SECONDARY FRAMING PER PLAN TO�� 3 / TYPE X G.W.B. BOTH SIDES OVER SUPPORT INSUL, & SUSP. CLG. MTL STUDS (SIZE PER PLAN) @ 24 O.C. �s} SUSP ACT WITH 2'x4' LAY IN PANELS SEE WITH SOUND BATTS AS REQ. NOTE: %" TYPE "X" G.W.B. PER FINISH r ' PLAN FOR HEIGHT EXTEND EXIST. WALL UP TO UNDERSIDE .CONTINUOUS METAL EDGE BEAD STANDARDS OVER MTL STUDS' x OF SECONDARY STRUCT. AS REQ. FOR (SIZE PER PLAN) W R-21 BATT BEARING WALL.�� . INSUL. & 1-1/2' RIGID INSUL. ON METAL STUD WALL Wl5/" TYPE X G.W.B. WAREHOUSESIDE. PAINTED SMOOTH FINISH W/ BATT INSUL. z " CEILING HEIGHTS t MTL FRAME PER FINISH 3 �" MIN. AS REQ.`" s PER PLAN MIN. -� SUSP. ACT W/ 2'x4' LAY IN PANELS, SEE " STANDARDS PLAN FOR LAYOUT AND HEIGHT. SUSP ACT WITH 2'x4' LAY IN PANELS JACKS 0 N MAIN 2' EDGE MOLDING TYP TO MATCH o METAL FRAME PER FINISH SUSP CLG SYSTEM. DOOR SILENCERS. STANDARDS _ CEILING HEIGHT A R C H I T E C T x RR MTL STUD WALL (SIZE PER PLAN) W/ R-21 o PER PLAN 311 FIRS A VE N5E SOUTH BATT ISUL. & 1 Yz" RIGID INSULATION 1 w DOOR SILENCERS. _ _ CEILN_G HEIGHT SEATTLE, WA 98104 SIDE & 5/8" TYPE "X" GWB EA SIDE, PER DOOR PER FINISH J PER PLAN - t 206.324. 4800 FINISH STANDARDS STANDARDS. WWW. J A C K S O N M A I N. C O M 2" EDGE MOLDING TYP TO MATCH SUSP BERC2 CLIP PER ARMSTRONG SEISMIC DOOR PER FINISH CLG SYSTEM. RX, OR ARCHITECT APPROVED EQUAL NOTE: STANDARDS ENTIRE A.C.T. CEILING SYSTEM SHALL METAL STUD WALL PER PLAN W/ GWB MEMEEMEM BE INSTALLED PER I.B.C. 2012 SECTIONS PAINTED SMOOTH FINISH W/ SOUND BATTS NOTE: 808.1 & 1613.1 # DOOR JAMB SIMILAR OR INSUL. AS REQ. PER PLAN. ENTIRE A.C.T. CEILING SYSTEM SHALL # DOOR JAMB SIMILAR BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 4879 TYPIIIEXT. WALL DETAIL_ TYP DOOR HEAD DETAIL_ W.H. DOOR HEAD DETAIL_ WALL DETAIL )-WALL DETAIL RC TCD 3"_1'-0" 2 3"-1'-011 3 311-1'-0" 4 3"-11-0" 3"-11-0" R PERCICH BRACING PER DETAIL sTA ASHINGTON EXTEND FRAMING TO 12'-0" ABOVE W.H. OFFICE Y4" MIN. FINISHED FLOOR. 15 MAIN OR CROSS TEE MTL STUD WALL (SIZE PER PLAN) W/ R-21 5/8" TYPE "X" G'NB OVER MTL STUDS SIZE A1.1 ACOUSTICAL SEALANT (TYP) 600T125-043 WI (2) #10 SCREWS SUSP, ACT W/ 2'x4' LAY IN PANELS, ( Z TO EA. STUD & (2) #10 SCREWS BATT INSUL. W/ 5/8 TYPE X & 1 Yz RIGID PER PLAN) PAINT PER FINISH STD. SOUND TO EA. JOIST. SEE PLAN FOR HEIGHT INSULATION ON W.H. SIDE AND GWB EA, BATT AS REQ.10 SIDE PER FINISH STANDARDS. PRE MANUFACTURED PLAM COUNTER Wl INTEGRAL BACKSPLASH & BULLNOSE FRONT EDGE, CEILING HEIGHT_ XDNI POWER DRIVEN HILTI XDNI POWER DRIVEN HILTI _ SEE DETAIL 15/A1.1. REFER TO A1.3 FOR FINISH METAL CASING BEAD PER PLAN FASTENER 24" DC EMBED 1-112° _ =� �'� STANDARDS FASTENER 24" OC EMBED 1-1/2" SINK TOP RUNNER NEW CARPET FLOOR (SHEET VINYL W/ NEW FINISH PER FINISH STANDARDS, INTEGRAL COVE @ RR & VCT @ TYP. %" PLYWOOD BREAKROOM) & BASE PER FINISH STANDARDS. MTL STUD WALL W. GWB PTD SMOOTH FIN. W/ SOUND BATTS AS REQ. PATCH & REPAIR AS REQ'D. TO PATCH & REPAIR AS REQ'D. TO PLASTIC LAMINATE FINISH SOUND BATT AS REQUIRED RECEIVE FINISH PER SCHEDULE RECEIVE FINISH PER OWNER e ON %" PLYWOOD ON ALL EXPOSED SURFACES (TYP) GWB CLG TAPED & SANDED W/ PTD FIN. METAL STUDS (SIZE PER PLAN) @ 24" O.C. TO MATCH WALLS ON6" MTL CEILING11 Ilk .1 STAINLESS TOE KICK AT SINK PER JOISTS @ IT OC SEE PLAN FOR CLGT DETAIL 141A1.1 AND FINISH HEIGHT STANDARDS Print Record Q Q �+ Q ENTIRE A.C.T. CEILING SYSTEM SHALL 05/19/15 OWNER REVIEW ENTIRzn NOTE: NOTE:E FINISH FLOOR BE INSTALLED PER I.B.C. 2012 05/27/16 PERMIT SUBMITTAL ENTIRE A.C.T. CEILING SYSTEM SHALL SECTIONS 808.1 & 1613.1 BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 WA TYP7.WALL BASE DETAIL ALL BASE DET IL CABINET DETAIL SINK CEILING INT. WALL LL DEE IL� C? 69 3"-1'-0" 3"=1'-0" SHOWN @ W.H./OFFICE WALL 83"=1'-0" 1"=1'-0" 3"=1'-0 Revision Record 2'x4' ACOUSTICAL 1 07/3/15 BLDG. CORRECTION CEILING TILE (ACT) ` - PROVIDE CAULK AT TOP OF 2 07/30/15 REVISION OWNER EASED EDGE_ BACKSPLASH,TYP. 2%" X 12" MTL STUD BLOCKING AS REQUIRED PLASTIC LAMINATE PER FOR WALL BRACING- MAXIMUM UNBRACED FINISH STANDARDS ALL ADJUSTABLE PLAM COUNTER FINISH PER LENGTH OF 8'-0". ATTACH STUD TO TOP OF SHELVES, TYP. FINISH STANDARDS. SURFACES MAIN RUNNER 314"PLY. SPLASH . JOIST RUNNER WITH A MINIMUM OF 4 7x16 STEELER 023 ASTM A 446 SCREWS AS REQUIRED 41_6" THREAD BULLNOSE EDGE. CLG. SUSP. COVED INSIDE WIRE CORNER ATTACHMENT �r MAIN OR CROSS TEE BEYOND - - PROVIDE FILLER OR FINISHED 2" TYP. SI E AS REQ. PLASTIC LAMINATE FINISH ON 3/4" 7 7 7 CLG. WIRE PLYWOOD ON DOORS, DRAWER FRONTS, ACOUSTICAL SEALANT (TYP) SIDES, & TOP, MELAMINE INTERIOR. -METAL CASING BEAD SINK O° 4 TOP RUNNER - 4 #12 GA. WIRE SEI PLAN c BRACE PER ASTM C 635 A VERTICAL SEISMIC STRUT TO �, ASTM C 636 MEET ASTM C 635 ASTM C 636 4" KICK SPACE W/ STAINLESS SOUND BATTS AS REQUIRED STRUCTURAL FRAMING STEEL PER FINISH STANDARDS 9 _ A1.1 ACT2x4 v; UPLAND BUSINESS PARK METAL STUDS (SIZE PER PLAN) @ 2'-0" O.C. 24" DEEP COUNTER NO BASE UNDER SINK TO PROVIDE 3/4" PLY. COUNTER TOP 1139 ANDOVER PARK WEST 4" INTEGRAL P. LAM. WHEELCHAIR ACCESS. SEE DETAIL 141A1.1 NOTES: TUKWILA, WASHINGTON SPLASH 3'-0" 1'-6" ENTIRE ACT CEILING SYSTEM SHALL BE NOTE: INSTALLED PER SBC 2012 SECTIONS 4'-0" MIN. FINISH FLOOR ENTIRE A.C.T. CEILING SYSTEM SHALL BE NOTE: FIELD VERIFY SIZE OF BRE:AKROOM 808.1 & 1613.1 3/4" PLY. FACIA OR DRAWER INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & PRIOR TO CASEWORK FABRICATION. SECTION 1613.1 SEISMIC SEPARATION JOINTS NOT REQUIRED FOR CEILINGS UNDER 2500 SQ FT IN AREA BRACIONJG DETAIL .R. CASEWORK ELEV. CEILING DETAIL TOEKICK DETAIL BR COUNTER DETAIL 11 � 3"=1'.0" 1/4"=1'-0" 1/2"=1'-0" 3"=1'-0" 3"=1'-0" RESTROOM NOTES: NOTE: AIL. CROSS MEMBER & MAIN RUNNERS TO BE RECEIVED 1, FOR PLUMBING FIXTURE LOCATIONS, REFER TO ENLARGED PLANS INDEPE D TLY IPPORT DAMAX.OF8' ROM CITY OF TUKWILA THE ENS 2. INSTALL BLKG. IN WALL AT ALL RECESSED AND SURFACE.MOUNTED TOILET ACCESSORIES. 3. FLOOR FINISH TO BE PER SCHEDULE AND SPECIFICATIONS -SEISMIC4. INSULATE HOT WATER AND DRAIN LINES OF WHEELCHAIR ACCESSIBLE LAVATORIES. JUL 3 0 2015 STRUT. 5/8"TYPE "X" GWB OVER MTL STUDS (SIZE 5. REFER TO DETAIL THIS SHEET FOR STANDARD MOUNTING HEIGHTS OF FIXTURES PER PLAN) PAINT PER FINISH STD. SOUND 6. URINAL SCREEN NOT TO EXTEND BEYOND FRONT EDGE OF URINAL RIM. PERMIT CENTER BATT AS REQ. NOTE: TIE T GET S OF HEMAIN 7. TOILET STALL PLAN MAY BE OPPOSITE HAND. REFER TO ENLARGED PLANS FOR CONFIG. 12720 Gateway DR R NNERS & C SS EMB T PREVE T 8. MOUNT ANSI DRINKING FOUNTAIN WITH SPOUT NO MORE THAN 36" AFF REVIEWED FOR Suite 11 O Y S READIN CODE COMPLIANCE + Tukwila, WA 98168 XDNI POWER DRIVEN HILTI APPROVED Telephone: 206.414.7600 FASTENER 24" OC EMBED 1 112" o REV � � � k�/ r ' Not. -I Facsimile: 206.414.7601 AUG 0 4 2015 6" INTEGRAL FLASHED COVE BASE WITH SEISMIC B CE PER AC USTICAL BRUSHED ALUMINUM TRIM ON THE TOP AS M C 635 ND AST o CEI ING TILE EDGE, PER PROLOGIS STANDARDS C 6 C", (2'x) ROLL o o M -c`r� M City Of Tukwila Date Project too. N N N BUILDING DIVISION 05126115 15056,00 PATCH & REPAIR AS REQ'D. TO ti ti RECEIVE FINISH PER OWNER SheetTitle BEOSE URED F WAL AAINLCH NNELSC OS 0 W B S S NI: ALL LAV D DETAILS �I�J THE 0 POSITE S MUS REMAI REE WI H SNDL TPD SCD/A A GRAB BAR WR/PTD SND MIRROR WCIADA WC CLEARANCE AN S POR ED E DS FRO STRUT RE ABOVE. TOILET ACCESSORY ABBREVIATIONS Sheet WALL ANSI AMERICAN NATIONAL STANDARDS INST. SD SOAP DISPENSER No. Q 0 I EM 6' 0" MAX 12'-0" MAX. AP ACCESS PANEL SND SANITARY NAPKIN DISPENSER CH COAT HOOK SNDL SANITARY NAPKIN DISPOSAL DF DRINKING FOUNTAIN STS STANDARD TOILET STALL NOTE: GB GRAB BAR (GB 1=36" LONG, GB2=42" LONG) TPD TOILET PAPER DISPENSER ENTIRE A.C.T. CEILING SYSTEM MIR MIRROR TPTN TOILET PARTITION R. Released for Construction L LBASE DETAIL CEILING DETAIL SHALL BE IN T 808 D &ER LB.0 STD MOUNTING HTS MRGWB MOISTURE RESISTANT GWB - 5/8" THICK URSCR . URINAL SCREEN Not}Released for Construct} 2012 ion PTD PAPER TOWEL DISPENSER WC WATER CLOSET 3"-1'-0" 1 /4"=1'-0" 1 2"-1'-0" N TS SCD TOILET SEAT COVER DISPENSER WR WASTE RECEPTACLE. PATCH & REP, REQ'D. TO RE NEW FINISH. INSUL. TEMP. GLASS IN ANOD. ANOD. ALUM. FRAME ANOD. ALUM. FRAME SHIM CONTINUOUS SEALANT AROUND STOREFRONT WINDOW EXIST. SLAB ST®PEPRONT SASE 41 All PROVIDE SIGN @ ALL ACCESSIBLE PARKING STALL INDICATED ON SITE PLAN - - - -� - - - 7�O 9 EXIST. TRANSFORMER TO REMAIN. 1. MODIFY EXIST. LANDSCAPE ISLAND AS REQ. FOR NEW ACCESSIBLE RAMP. 2. EXTEND RAMP INTO FURTHER INTO LANDSCAPE TO ELIMINATE 4'-0" EXTENSION IF REQUIRED CLEARANCES FROM EXIST. TRANSFORMER ALLOW. WHITE LETTERS & SYMBOLS ON BLUE BACKING METAL SIGN, BOLT TO PIPE COLUMN 12" X 16" VAN ACCESSIBLE SIGN AS REQ. PER PLAN 3" DIA. PIPE COL. W/ (2) COATS ENAMEL (WHITE) EMBED 18" INTO CONC. GRADE 8" DIA, x24" DEEP CONC. FOOTING %" CI 3 STOREFR EXIST. EXTERIOR WALL SHIM AS REQUIRED CONTINUOUS SEALANT AROUND STOREFRONT WINDOW ANODIZED ALUMINUM FRAME INSUL. CLASS IN ANOD. ANOD. ALUM. FRAME SEE ELEVATION FOR TEMP. GLASS LOC. ,*NT HEAD STAIR & RAMP ELEV: DIA.-STL.HANDRAIL, MTD_T0 BUILDING VYALE-AS REQ- _ 171/2" DIA-SCHD. 40-STL GUARD RAIL Wr6 INTERMEDIATE RAILINGS EQ. SPACED. 42" H. ABOVE <BARS URED CONC. STAIR & LANDING, PROVIDE #4 RAMP. TYP. VERT. EQ. SPACED MAX 8'-0" OC. - @12" O.C. FOR STAIRS & #4 BAR @ TOE EACH TREAD & 6x6-W2.9 x W2.9 W.W.M. IN 11/2" DIA. HANDRAIL CONT. AT RAMP (BOTH SIDES) DING WITH 12" EXT. TOP AND BOTTOM. PAINT, TYP. HANDRAIL TO EXTEND CHAMFER EDGES, TYP. M "' BEYOND FIRST RAMP (BROOM FINISH) RISER, BOTH SIDES STAIR TREADS TYP.11" STAIR RISERS AS REQUIRED NOT TO EXCEED 7" IN HEIGHT TYR PROVIDE #4 BARS VERT. @ 12" O.C. IN STAIR WALL & #4 CONT. 12" O.C. HORIZ. RAILING 11 PRINKLER VALVE TO REMAIN. HANDRAIL OL' x TO PASS BY WITHOUT AFFECTING VALVE x . ACCESS. T T ®l T RAMP SLOPE AT MAX 1:12 o � = 221-9" 9 A1.2 RAMP SLOPE AT MAX 1:12 5'-0" 17'-3" 9 ) 1.2 NOTE: (;A:�10 1; ADJUST LENGTH OF THIS RAMP AS REQ. TO MAINTAIN MAX SLOPE OF 1:12. FOR FULL RAMP. RAMP PLA N7 III=III=III= �.' EMBED PIPE V-0", TYP. II1-1 I=1 V HANDRAIL BACK TO GRADE I1= I .a RAIL TYP. /1-1 011=11 #4 HORIZ. @ 16" OC — I - _— I— 1 6 18— #4 VERT. @ 16" OC (2) #4 CONT. — —o 4 NOTE: FIN. GRADE I I 1 _= 11: FOOTING DEPTH, MIN.1'-6" BELOW =I 11= I =I I I — FINISH GRADE.n . — — RAILING@ RAIRVIP_ 9 - INSTALL NEW STOREFRONT IN EXIST. OPENING PER BUILDING STANDARDS, TYP. THESE TWO (2) OPENINGS. T T AEG 5'-0" NEW RAMP, MAX SLOPE OR 1:12 SEE PLAN. 1 DIA S . 40 S UARD L W/ 1 INTERMEDIATE RAILINGS CENTERED 42" H. ABOVE RAMP. TYP. VERT. EQ. SPACED MAX 8'-0" OC. 1 1/2" DIA. HANDRAIL CONT. AT RAMP (BOTH SIDES) WITH 12" EXT. TOP AND BOTTOM. PAINT, TYP. CHAMFER EDGES, TYP. RAMP (BROOM FINISH) EMBED PIPE 1-0 , TYP.ri 1-1 —_ III=11I I= � -► — GRADE I — 1171 _ __ #4 HORIZ. @ 16" OC — #4 VERT. @ 16" OC 111 I I_„ p L o (2) #4 CONT. ' NOTE: FOOTING DEPTH, MIN.1'-6" BELOW FINISH GRADE. - RAILING 6ED RAMP ROOM FINISH SCHEDULE 1,�E gyAm �JACKSON MAIN A R C H RRI T E C T 3S AV11 FIREZE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM 2 ch c7 w > CN NO. ROOM NAME BASE FLOORS WALLS CEILINGS REMARKS NORTH * REMOVE EXISTING FLOORING AS REQUIRED & PREP FOR NEW uWi FINISHES PER SPECIFICATIONS. COLORS PER CUSTOMER m 0O FINISH STANDARDS, SHEET A1.3. WEST EAST w LL m * RUBBER BASE MUST BE CONTINUOUS ROLL, NOT SEGMENTED D z SOUTH cc 0 W > > z c z m D �- 0U I- A � U W (L Q U' W 001 OPEN OFFICE ® ® ® 0 9'-0" ALL NEW FINISHES PER SPECS. 102 UTILITY CLOSET EXISTING, NO CHANGE 103 PRIVATE OFFICE ® ® ® ® 9'-0" ALL NEW FINISHES PER SPECS. 104 PRIVATE OFFICE ® ® ® ® 9'-0" ALL NEW FINISHES PER SPECS. 105 BREAKROOM 110 ® ® ® 9'-0" ALL NEW FINISHES PER SPECS. 106 RESTROOM ® ® ® 9'-0" ALL NEW FINISHES PER SPECS. 107 RESTROOM ® ® ® 9'-0" ALL NEW FINISHES PER SPECS. 108 WAREHOUSE ® ® ® PAINT WAREHOUSE SIDE OF OFFICE WALLS ONLY DOOR SCHEDULE r) 1 C' 0 111 N0. DOOR FRAME HARDWARE REMARKS Pi WIDTH HEIGHT TYP THK FIRE MATERIAL HEAD JAMB MATERIAL FINISH DTL DTL LOCK CLOS THRS PANIC 101 T-0" T-0" EXIST EXIST EXIST EXISTING DOOR TO REMAIN 102 T-0" 7'-0" EXIST EXISTING DOOR TO REMAIN REVtWE 103 T-0" T-0" 0'-1%4' SCWD 2/A1.1 SIM. TIMELY MANUF. PASS. LEVER PER PROLOGIS CUSTOMER FINISH EDCOMP 104 3'-0" 71-0" 0�-1%4" SCWD 2/Al SIM. TIMELY MANUF. PASS. LEVER PER PROLOGIS CUSTOMER FINISH STAND P�OV 105 T-0" 714" 0'-1%4' SCWD 2/A1.1 SIM. TIMELY MANUF. PASS. LEVER PER PROLOGIS CUSTOMER FfSNDVTR 106 T-0" T-0" 0'-1%4" SCWD 2/A1.1 SIM. TIMELY MANUF. PRIVAC Y LEVER PER PROLOGIS CUSTOMER FNDARDS 107 T-0" 7'-0" 0'-1%4' SCWD 2/A1.1 SIM. TIMELY MANUF. PRIVAC LEVER PER PROLOGIS CUSTOMER FNDARDS 108 T-0" T-0" 0'-1%4' SCWD 2/A1.1 SIM. TIMELY MANUF. PASS. Y LEVER PER PROLOGIS CUSTOMER FNM*of TU BUILDINI _-D-CM NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING DOOR HARDWARE AND REPAIR OR REPLACE TO MEET ALL CODE. REQUIREMENTS. 2. ALL DOORS AND GATES SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT PER 2012 IBC 1008.1.9. 3. DOORS SHALL BE EQUIPPED WITH LEVER TYPE LATCH -ACTIVATING HARDWARE OR OTHER APPROVED HANDICAPPED -ACCESSIBLE CONFIGURATION PER ICC A117.1-2009 309. 4. ICC/ANSI A117.1-2009 SECTION 404.2.9: DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR, MEASURED. VERTICALLY, SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: 1) SLIDING DOORS. 2) TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL. 5. 2012 IBC 1008.1.9.2 & ICC/ANSI A117.1-2003 SECTION 404.2.6: HARDWARE HEIGHT: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. 6. ICC/ANSI A117.1-2009 SECTION 404.2.6: DOOR HARDWARE CONFIGURATION: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 7. DOOR 108 SHALL HAVE WEATHER-STRIPPING, CLOSERS, AND DROP SEALS PER PROLOGIS FINISH STANDARDS Print Record 05/19/15 OWNER REVIEW 05/27/15 PERMIT SUBMITTAL Revision Record 1 07/3/15 BLDG. CORRECTION 2 07/30/15 REVISION OWNER UPLAND BUSINESS PARK 1139 ANDOVER PARK WEST TUKWILA, WASHINGTON ❑ 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 T-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'-O" A.F.F. with a one foot square base plate and expansion anchored to the concrete floor with four (4) each'W 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() 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 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 gIL 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 complh?nce calculation), unfaced fiberglass batts, wire -tied in place as manufactured by Owens-Corning 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 T-0" x 1-3/4", solid core, birch, B-3 stain prefinished doors in "Timely" preflnished 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 DOORSTRAMES: 20 guage, full flush,1-314" 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 comers 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 AL40S 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 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 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, LION; 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 sating 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 '7gypsum 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" or3-112" x 25 GA. metal studs at 24" o.c. with 5/8" fire code type "X" gypsum board on each side. The ceiling grid stall be installed first with walls built to the grid. The intersection of the wall at the grid shall be snug and flush. nstall "L" metal trim at the top of the wall. Toilet room perimeter walls shall be built to 6" above grid. Furr permeter concrete walls and interior columns in office areas to 6" above the grid. 9.4 OFFICEITOILET RM. WALL/CEILING FINISH: All office drywall shall receive a light skip trowd 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 44' piece ci drywall on the jobsite for the owners approval prior to final application. The toilet and shower room walls and ceiings 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: AII drywall in the warehouse shall be fire safed 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 erd cap" finished to match the storefront U.O.N. Install rigid 2" x 2" black foam between end cap and storefront class 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 6A.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 (greenbcard). 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 fissurd file or equal, installed at 9'4" 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 1112" 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 tie 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 yarn weight minimum, 1/10thgauge, 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 mrehouse. The walkoff mat should be at least 4' wide or the width of the hallway by 3' deep. The product shouli 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 shell have 4" high topset rubber base as manufactured by Burke, Roppe, or Tarkett in a standard color. Install the rbber 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 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: Furnish and install black vinyl transition strips at all changes in flooring meterial U.O.N. 9.15 CERAMIC TILE: (Central Valley area only) Restrooms: Use 2x2 American Olean ceramic the 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 recwmmendaticos. 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, Sierwin Williams or equal in a standard light color. Lunch / break rooms, toilet and shower rooms and the wall al 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 inish selection. All exposed warehouse columns 18'-0" or taller shall be painted OSHA yellow to i2'-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 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 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 V4" 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 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 transitioi 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 projecton 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 mulions) 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 document, the plumbing work shall be performed on a design -build basis. The design -build plumbing contractor shall fumsh 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. AII 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 Whib 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 inish. 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 8'4' 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 -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 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 '/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 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 Owners 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 I 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 T 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 Vx4' surface mounted light fixture with full wrap lens. In Reno, provide two VA' 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: Al 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 V 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'x314", 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 r11221 x, . JACK SON MAIN A R C I I H RR I T E C T 311 FIRST' AVENUE SOUTH SEATTLE, WA 98104 . t 206.324.4800 WWW.JACKSONMAIN.COM Print Record 1 05/19/15 1 OWNER REVIEW 1 05/27/15 1 PERMIT SUBMITTAL Revision Record 11 1 07/3/15 1 BLDG. CORRECTION � 2 07/30/15 IREVISIONOWNER 9.0 MAKE T1 UPLAND BUSINESS PARK 1139 ANDOVER PARK WEST TUKWILA, WASHINGTON RECEIVED ,.(.J1 CITY OF TUKWILA JUL 3 0 2015 PERMIT CENTER 12720 Gateway DR Suite 110 Tukwila, WA 98168 REVIWED FOR CODE COMPLIANCE APPROVED AUG 0 4 2015 City of Tukwila BUILDING DIVISION Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 05126115 15056.00 Sheet Title PROLOGIS CUSTOMER FINISH STANDARDS a PROLOGIS MAKE READY TENANT IMPROVEMENT KENT WA GENERALNOTES .PROJECT TEAM PROJECT SCOPE ENERGY CODE REQ. LEGEND 1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE DEMOLISH PORTION OF EXISTING OFFICE, INCLUDING EXISTING RESTROOMS. INSTALLTWO (2) NEW SINGLE OWNERS: ARCHITECT:. GOVERNING ENERGY CODE: 2012 WASHINGTON ENERGY CODE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE. OCCUPANT RESTROOMS, A BREAK ROOM AND ONE (1) PRIVATE OFFICE. -- -- _--- --.----= WALLS, DOORS & WINDOWS TO BE REMOVED. PATCH 2, CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT PROLOGIS JACKSON I MAIN ARCHITECTURE, P.S. COMPONENT PATH FLOOR, ADJ. WALL & CEILING AS NEEDED TO RECEIVE 12720 GATEWAY DR, SUITE 110 119 S. MAIN ST SUITE 410 BUILDING SPACE TYPE HEAT IS "OTHER" (ALL OTHERS INCLUDING HEAT PUMPS AND NEW FINISH. ANY INCONSISTENCIES TO THE ARCHITECT. TUKWILA, WA 98168 SEATTLE, WA 98104 VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. 3: ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 206.414.7600 206.624.3210 LEGAL DESCRIPTION *NOTE: NO WORK TO CONDITIONED SPACE THIS PERMIT. EXISTING WALL 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 CONTRACTOR: STRUCTURAL: E. - NEW 6" 20 GA MTL STUD PLUMBING WALL @ 24" OC WI (IF REQUIRED). REQUIRED INSULATION VALUES FOR CONDITIONED SPACES 6. ALL QUI COMING IN CONTACT Wl CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). TO BE DETERMINED BY OWNER STRUCTURAL PHIL POR SW 1/4 OF SE 114 OF SEC 26-23-4 & OF NW 1/4 OF NE 114 OF SEC 35-23-4 - BEG SE COR OF SW 1/4 OF SE 114 TYPE "X GWB EACH SIDE, FINISH PER BUILDING 7675 NAHAHUM CANYON ROAD OF SEC 26-23-4 TH 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 STANDARD. 7. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR CLIMATE ZONE 1 OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH CASHMERE, WA 98815 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 63-2519 E 55.67 FT TH ALG 509.881.0824 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 NEW 6" 20 GA MTL STUD WALL @ 24" OC W/ Y - TYPE "X" OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL ROOF OVER CEILING TILES - R-49 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 GWB EACH SIDE. FINISH PER BUILDING STANDARD. RESPONSIBILITY FOR COSTS TO RECTIFY SAME. DRAWING INDEX BUILDING ROOF (NO ATTIC) EXISTING 8. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. CIA 50 29-58 TH S 87-55 02 E 96.94 FT TO TPOB OPAQUE WALLS 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING METAL FRAMING R-21 WI 1-1/2" R-8 CONT. RIGID 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND WOOD FRAMING & OTHER EXISTING DETAILS. ARCHITECTURAL OPAQUE DOORS EXISTING SYMBOLS 11. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. SITE � BVER UILDING INF0. FNEW OPAQUE DOORS U - LOOR OUNCONDITIONED SPACE NIA'4016. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE A-0.1 COVER SHEET UNLATCHING IS ALLOWED. A-1.0 TENANT PLAN & ENLARGED PLANS SLAB -ON -GRADE EXISTING 17. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA#10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. A-1.1 DETAILS VERTICAL GLAZING EXISTING X DETAIL 18. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. A-1.2 DETAILS & SCHEDULES TAXPAYER - PROLOGIS, INC. NEW VERTICAL GLAZING N/A XX.X 19. BIDDER DESIGN WORK TO BE APPROVED BY OWNER & ARCHITECT PRIOR TO CONSTRUCTION. A-1.3 PROLOGIS CUSTOMER FINISH STANDARDS 12720 GATEWAY DRIVE, SUITE 110 LIGHTING: TUKWILA, WA 98168 ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS REQUIRED AT LEAST ONE \l GRID LINES - COLUMN ICI VPINJITY MAP SEPARATE SUBMITTALS MANUAL CONTROL FOR LIGHTING. ,\ 1 TAX PARCEL NUMBER - 352304-9102 PROJECT ADDRESS - 1139 ANDOVER PARK WEST EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO ROOMNAME ROOM NAME AND NUMBER TUKWILA, WASHINGTON REDUCE LIGHTING BY 50% IN A REASONABLE UNIFORM ILLUMINATION PATTERN. OR GOVERNING BUILDING CODE - 2012 INTERNATIONAL BUILDING CODE Wl PROVIDE AN OCCUPANCY SENSOR DEVICE. 01 SUBJECT SITE PLUMBING WASHINGTON AMENDMENTS OCCUPANCY SENSOR ARE REQUIRED IN: TRAINING ROOMS, CLASSROOMS, BREAK ROOMS, MECHANICAL GOVERNING ZONING CODE - TUKWILA ZONING CODE CONFERENCE ROOMS, PRIVATE OFFICES, RESTROOMS, JANITOR ROOMS, STORAGE ROOMS, FIRE SPRINKLERS WAREHOUSES, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT REVISION TAG SITE STATISTICS WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS Al ZONE - EXISTING LEAVING THE SPACE. SITE AREA - EXISTING OCCUPANTLOADS ALLOWABLE LOT COVERAGE - EXISTING DOOR TAG -- . REQUIRED BUILDING SETBACKS - FRONT EXISTING PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE SIDE (INTERIOR) - EXISTING a SIDE (STREET)- EXISTING FIRST FLOOR TENANT SPACE REAR - EXISTING ILLUMINATED EXIT SIGN ® ARROW INDICATES DIRECTION ALLOWABLE FAR - EXISTING WAREHOUSE: 28,923 SF ACTUAL FAR - EXISTING @ 500 SF I OCCUPANT OCCUPANT LOAD = 58 BUILDING STATISTICS ILLUMINATED EXIT SIGN WITH EGRESS Fp PATH LIGHTING WITH BATTERY BACKUP SYSTEM ui ALLOWABLE HEIGHT- EXISTING ,ry OFFICE: 1,077 SF ACTUAL HEIGHT- EXISTING NO CHANGE PLUMBING FIXTURES l @ 100 SF / OCCUPANT CONSTRUCTION TYPE -. V-B SPRINKLED EGRESS PATH LIGHTING ON BATTERY n� OCCUPANT LOAD = 11 OCCUPANCY TYPE - B, S-1 BACKUP SYSTEM " TOTAL OCCUPANT LOAD = 69 �5 s I REQUIRED 2 PER TABLE 2902.1 & (P) 2902.1.1 OF THE INTERNATIONAL BUILDING CODE �, TOTAL EXITS = ..��a��• * ; ;�4� ?fih, " l vTOTAL EXITS PROVIDED = 2 ,t;� q, a w SUITE 1139 OFFICE (B) - 1,077 SF/ 100 SF PER OCC.= 11 OCC SUBTOTAL- 1 FIXTURE / 25 OCC, 0.44 BUILDING AREAS WAREHOUSE (S) - 28,923 SFI 500 SF PER OCC.= 58 OCC AppmvW Of .w s �H SUBTOTAL- 1 FIXTURE/ 100 OCC. 0.58 the viddon of any ftpm coo or OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE Of TOTAL FIXTURES REQUIRED - 1.02 (0.51 F/ 0.51 M approlled EXTERIOR FOOTPRINT FULL BUILDING 88,440 SF (• ) TENANT AREA THIS PERMIT- 30,000 SF �+Y• WAREHOUSE AREA - 28,923 SF FIXTURES (PROVIDED 1 F/ 1 M OFFICE AREA - 1, 077 SF Date: AREA OF WORK 1,077 SF Of Tuwla r rrtH++i'i FFI FFf H H Ff f'i 11 ill H 11 Hfi # 1 rit?ftWfry'-T'i f+ffH-ti H+q-Ii i FHi i i I I t+i't*t*t* 'tt-ml- trrrt -MTTr Ill ;-n TT T ^� ANDOVER PARK WEST REQUIRED FOR: • hanical ectdcal P bing as Piping City of Tukwila tILDING DlviGinh REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE.: Revisions will require a new plan submittal and may include additional plan review fees. O� SITE PLAN OD 3 � :rt1� �,.y: } ��3 Wli yfli.. uc d4�lii�. Rri n["atik aw. M .6..�eS�R :** }5...�x JACKSON 6 MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W. JAC I<SO N MAI N. CO M �,��:.,�-G r 1 Pam.. ,:•,H-„ Print Record 1 05/19/15 1 OWNER REVIEW 05/27/15 1 PERMIT SUBMITTAL Revision Record MAKIFE R"EAMY TI UPLAND BUSINESS PARK 1139 ANDOVER PARK WEST TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 05126115 15056,00 Sheet Title COVER SHEET Sheet No. A=001 ❑ Released for Construction IM Not Released for Construction 11i �12> 1 3 246'-0" 14) (15 49'-0" 49'-0" � 49'-0" 49'-0" � 50'-0" ........................................................................................................................................................................................................:..................................................................................................................................................................I..................... i 2) 49'-0" 13) (12 8" METAL JOISTS AT 4'-0" OC. BEAR ON TOP OF I I I WALLS EACH END. TYP. I I I I I I I I I METAL STRAPPING AT i TOP AND BOTTOM OF ~ I I I JOISTS @ 4'-0" O.C. TYR I I I I I I I I I BEARPIG WALL, MODIFY AS RE . TO SUPPORT 22-1% I i i i h2'-10%" i I I SECO DARY FRAMING. I I I I I I I I I I I I I I I I I I I I zo N NOjfE: i i. i I I I I I I PR VIDE BATT INSUL WITHIN i i MODIiFY EXIST �/ LL AS kEQ. TO ST0T. GRID SYSTEM PER I SUPPORT SECONDARY fjRAMING. EN RGY SCHEDULE. SECURE I I WI H WHITE VINYL FACING _ WI 1 ED UP I I I I I I I I I I NOTE: TOP OF SECONDARY FRAMING AT 12'-0" AFF. J N 1 Q h. -1 /L "E"O" N ', f r,' o� N E F 49'-0" 16 TENANT PLAN SCALE: 1/16" =1'-0° 13 ` LAY -IN ACT AT 9'-0' AFF. PER FINISH STANDARDS. TYP. NOTE: VERIFY HEIGHT OF EXISTING WINDO SYSTEM, IF HIGHER THAN 9'-0" CONTACT TH� ARCHITECT. 12 13 49'-0" +/-23'-5 2" WAREHOUSEIlk 12'-4" NEW WALL PER LEGEN 108 • 7 BREAK ROOM OFFICE 7 o A1.1 105 104 A1.1 8 � GFI 12 A1.1 Z _ _ N Lj A1.1 OFFICE 3 Q 105 104 8 1os 108 A1.1 NEW WALL INFILL N 106 Zt OPEN OFFICE 103 RESTROOM � 101 GFI 2'-0" WIDE RELITE TO MATCH DR. v PER BLDG STDS. TYP. 2 LOC. DD107 16 UTILITY CLOSET INSTALL NEW 4'x6' RESTROOM 102 WALK OFF MAT PER NEW WALL INFILL 107 102 FINISH STANDARDS ❑T o -- --- --- ----------------- 101 I JA5 0 4'-5 P PC N A1P ' 1 i ED ♦ N ��� - - ----L--- - L- - - - - - - - - - -- PROV DE ACCESS11 ILE SIGN PER DETAIL 7 SHEET Al 2 F Q 4. 9'-0" 6'-0" 9'-0" 9'-0" 9'-0" REFLECTED PLAA 12 DEMOLITION NOTES: 1. ALL DASHED LINES REPRESENT ALL ITEMS TO BE REMOVED, UNO. 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO DEMOLITION. 3. . PROTECT ALL FINISHES AND ITEMS TO REMAIN DURING DEMOLITION. REPAIR AND/OR REPLACE ANY DAMAGED ITEMS OR FINISHES TO REMAIN DURING I DEMOLITION, 4. WHEN REMOVING EXISTING FINISHES, DOORS, WINDOWS, CEILINGS, ETC, PROTECT ADJACENT SURFACES AND PREP FOR NEW FINISHES. I 5. ALL DEMO MATERIAL TO BE SALVAGED WHEN POSSIBLE, COORDINATE W/ OWNER. 6. DEMOLITION PLANS ARE TO BE USED AS A GENERAL GUIDELINE AND ARE NOT NECESSARILY ALL INCLUSIVE. REMOVE_ ANY AND ALL ADDITIONAL EXISTING CONSTRUCTION AS REQ'D FOR NEW WORK OR AS REQ'D TO PROVIDE SUITABLE SUBSTRATE FOR NEW WORK. I 10 19 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM FIT- .3 i., 4jc j Print Record 05/19/15 OWNER REVIEW 05/27/15 PERMIT SUBMITTAL Revision Record MAKE READY TI UPLAND BUSINESS PARK 1139 ANDOVER PARK WEST TUKWILA, WASHINGTON, 49'-0" a� N OFFICE PLAN SCALE: „ 0;13; DEMO WALL DEMO EXISTING DC OR, Z --Him PREPARE SURACES FOR WALL INFILL REMOVE EXISTING FLOOR FINISH. PATCH OR REPAIR ADJ. SURFACES FOR NEW FLOORING FINISH PER SCHEDULE ❑R/'_ DEMO EXISTING DOOR, 0 PREPARE ADJ. SURFACES FOR WALL INFILL oDolOA,I�� to - Sheet Title DEMO EXISTING STAIRS i RECEIVED TENANT PLAN & ENLARGED PLANS REMOVE PORTION OF CL RB AND CITY OF TU KWILA, DSCAPING FOR Nq6v RA191r. "s JUN022015 PERMIT CENTER DEMOL SCALE: 1/8" =11.0" I a8ri �' i 171 Released for Construction Not Released for Construction _ TOP OF FRAMING TOP OF FRAMING_ EXTEND FRAMING TO 12'-0" AFF. AND PER PLAN - - - PER PLAN BRACE AS REQ. GWB TO BE FULL HEIGHT1' ON WAREHOUSE SIDE W.H. OFFICE SECONDARY FRAMING FOR CLG. GRID & MIN. AND EVERY OTHER SPAN ABOVE WALLS SECONDARY FRAMING PER PLAN TO 3 " () �/��J "TYPE "X" G.W.B, " BOTH SIDES OVER SUPPORT INSUL, SUSP. CLG. �A MTL STUDS SIZE PER PLAN 24 O.C. .. V � � eb.Y�y fiY��Y','��5 � �� 'x �� Y Xx M1Y �.�• SUSP ACT WITH 21 x4I LAY IN PANELS SEE WITH SOUND BATTS AS REQ, NOTE: PLAN FOR HEIGHT %"TYPE "X" G•W.B. PER FINISH EXTEND EXIST. WALL UP TO UNDERSIDE CONTINUOUS METAL EDGE BEAD ; �� I• STANDARDS OVER MTL STUDS OF SECONDARY STRUCT. AS REQ. FOR�' , (SIZE PER PLAN) W R-21 BATT BEARING WALL. INSUL. & 1-112' RIGID INSUL. ON METAL STUD WALL WI %" TYPE X G.W.B. WAREHOUSE SIDE, PAINTED SMOOTH FINISH WI BATT INSUL, W- J-114CEILING MIN. PER PLAN MTL FRAME PER FINISH ��� SUSP. ACT W12x4 LAY IN PANELS SEE MIN. AS REQ. STAN DARDS 1 a �h PLAN FOR LAYOUT AND HEIGHT. SUSP ACT WITH 2'x4' LAY IN PANELS .JAC SO I AI 2 EDGE MOLDING TYP TO MATCH o METAL FRAME PER FINISH IP SUSP CLG SYSTEM. Cn DOOR SILENCERS. STANDARDS _ CEILING HEIGHT ARCH I T E C T U RE s cn - MTL STUD WALL (SIZE PER PLAN) W/ R-21 a o PER PLAN 311 FIRST AVENUE SOUTH BATT ISUL. & 1 %" RIGID INSULATION 1 w DOOR SILENCERS. _ _ CEILNG HEIGHT SEATTLE, WA 98104 SIDE & 518"TYPE "X" GWB EA SIDE, PER DOOR PER FINISH a J PER PLAN - t 206.324.4800 FINISH STANDARDS STANDARDS. WWW.JACKSONMAIN.COM 2" EDGE MOLDING TYP TO MATCH SUSP BERC2 CLIP PER ARMSTRONG SEISMIC DOOR PER FINISH CLG SYSTEM. RX, OR ARCHITECT APPROVED EQUAL NOTE: STANDARDS , ENTIRE A.C.T. CEILING SYSTEM SHALL METAL STUD WALL PER PLAN WI GWB BE INSTALLED PER I.B.C. 2012 SECTIONS PAINTED SMOOTH FINISH W/ SOUND BATTS NOTE: 808.1 & 1613.1 # DOOR JAMB SIMILAR OR INSUL. AS REQ. PER PLAN, ENTIRE A.C.T. CEILING SYSTEM SHALL # DOOR JAMB SIMILAR BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 T . EXT. LL DETAIL TYP DOOR HEAD DETAIL W.H. DOOR HEAD DETAILWALL DETAILWALL DETAIL 1 3"-1'-011 2 311_11-0" 3 311 -11-011 311_11-011 EXTEND FRAMING TO 12'-0" ABOVE W.H. OFFICE BRACING PER DETAIL Y4" MIN. FINISHED FLOOR. 15 MAIN OR CROSS TEE MTL STUD WALL SIZE PER PLAN) W/ R-21 5/8" TYPE "X" G1V6 OVER MTL STUDS SIZE. A1.1 ACOUSTICAL SEALANT TYP 600T125 043 W/ (2) #10 SCREWS SUSP. ACT WI 2'x4' LAY IN PANELS, ( ( 2' ( ) TO EA. STUD & (2) #10 SCREWS BATT INSUL. W/ 518" "TYPE X" & 1 %" RIGID PER PLAN) PAINT PER FINISH STD. SOUND TO EA. JOIST. SEE PLAN FOR HEIGHT INSULATION ON W.H. SIDE AND GWB EA. BATTAS REQ. SIDE PER FINISH STANDARDS. PRE -MANUFACTURED PLAM COUNTER WI INTEGRAL BACKSPLASH & BULLNOSE FRONT EDGE, . HILTI XDNI POWER DRIVEN HILTI SEE DETAIL 15/A1.1. REFER TO A1.3 FOR FINISH METAL CASING BEAD CEILING HEIGHT XDNI POWER DRIVEN PER PLAN - FASTENER 24" OC EMBED 1 STANDARDS FASTENER 24" OC EMBED 1-112" SINK r E VINYL W TOP RUNNER NEW CARPET FLOOR (SHEET IN / NEW FINISH PER FINISH STANDARDS, z BREAKROOM) & BASE PER FINISH INTEGRAL COVE @ RR & VCT @ TYP. %"PLYWOOD MTL STUD WALL W. GWB PTD SMOOTH STANDARDS. =' _' C Ih i i PATCH & REPAIR AS REQ'D. TO PATCH & REPAIR AS REQ'D. TO S) ;1 FIN. W/ SOUND BATTS AS REQ. RECEIVE FINISH PER SCHEDULE RECEIVE FINISH PER OWNER PLASTIC LAMINATE FINISH SOUND BATT AS REQUIRED ON %" PLYWOOD ON ALL - `� EXPOSED SURFACES (TYP) GWB CLG TAPED & SANDED W/ PTD FIN, STAINLESS TOE KICK AT SINK PER METAL STUDS (SIZE PER PLAN) @ 24" O.C.I��u'`a TO MATCH WALLS ON6" MTL CEILING DETAIL 141A1.1 AND FINISH JOISTS @ 12" OC SEE PLAN FOR CLG STANDARDS Print Record HEIGHT Q . �i Q . � NOTE: VENTIRE A.C.T. CEILING SYSTEM SHALL 05/19/15 OWNER REVIEW � NOTE: FINISH FLOOR BE INSTALLED PER I.B.C. 2012 05/27/15 PERMIT SUBMITTAL ENTIRE A.C.T. CEILING SYSTEM SHALL ' SECTIONS 808.1 & 1613,1 BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 TYP. WALL BASE. DETAILWALL BASE DETAIL CABINET DETAIL SINK CEILING INT. ALL 6LL DET IL C? � 31=1'-0" 3"=1'-0" SHOWN @ W.H.IOFFICE WALL 83"=1'-0" �/ 1 "=1'-0" 3"=1'-0" Revision Record 2'x4' ACOUSTICAL CEILING TILE (ACT) �' PROVIDE CAULK AT TOP OF EASED EDGE BACKSPLASH, TYP. 2 z" X 12" MTL STUD BLOCKING AS REQUIRED PLASTIC LAMINATE PER FOR WALL BRACING- MAXIMUM UNBRACED FINISH STANDARDS ALL ADJUSTABLE PLAM COUNTER FINISH PER LENGTH OF 8'-0". ATTACH STUD TO TOP OF SURFACES SHELVES, TYP. JOIST MAIN RUNNER 3/4" PLY. SPLASH FINISH STANDARDS. RUNNER WITH A MINIMUM OF 4 7x16 STEELER THREAD BULLNOSE EDGE. 023 ASTM A-446 SCREWS AS REQUIRED 4'-6" CLG. SUSP. COVED INSIDE WIRE CORNER MAIN OR CROSS TEE BEYOND — PROVIDE FILLER OR FINISHED ATTACHMENT 11 II N SI E AS REQ. CLG. WIRE 2 PLASTIC LAMINATE FINISH ON 3/4" 7 7 PLYWOOD ON DOORS, DRAWER FRONTS, ACOUSTICAL SEALANT (TYP) SIDES, & TOP, MELAMINE INTERIOR. METAL CASING BEAD SINK O° 4 TOP RUNNER 4 #12 GA. WIRE SEI PLAN TM C 635 I I I o BRACE PER ASA VERTICAL SEISMIC STRUT TO ASTM C 636 MEET ASTM C 635 ASTM C 636 4" KICK SPACE W/ STAINLESS VA SOUND BATTS AS REQUIRED STRUCTURAL FRAMING STEEL PER FINISH STANDARDS MAKE Y T1 9 A1.1 ACT 2x4 v; UPLAND BUSINESS PARK METAL STUDS (SIZE PER PLAN) @ 2'-0" O.C. 24" DEEP COUNTER NO BASE UNDER SINK TO PROVIDE 4" INTEGRAL P. LAM. WHEELCHAIR ACCESS. SEE DETAIL 141A1.1 NOTES: 3/4"PLY. COUNTER TOP �j,H TUKWILA, WASHINGTONEST SPLASH 3 -0 141 ENTIRE ACT CEILING SYSTEM SHALL BE FINISH FLOOR �11� NOTE: INSTALLED PER SBC 2012 SECTIONS 4' 0"MIN. ENTIRE A.C.T. CEILING SYSTEM SHALL BE NOTE: FIELD VERIFY SIZE OF BREAKROOM 808.1 & 1613.1 3/4"PLY. FACIA OR DRAWER INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & PRIOR TO CASEWORK FABRICATION. SECTION 1613.1 SEISMIC SEPARATION JOINTS NOT REQUIRED M?� FOR CEILINGS UNDER 2500 SQ FT IN AREA BRACHON''G DETAIL B.R. CASEWORK ELEV. CEILING DETAIL TOEKICK DETAIL BR COUNTER DETAIL#,3 1 t 3"-1'-0" 1/4"-1'-0" `� 1/2"=1'-0" - 3"-1'-0" 3"-1'-0" I RESTROOM NOTES: a NOTE: ALL CROSS MEMBER & MAIN RUNNERS TO BE 1. FOR PLUMBING FIXTURE LOCATIONS, REFER TO ENLARGED PLANS INDEPE D TLY UPPORT D A MAX. OF 8" R M 2. INSTALL BLKG. IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES. THE ENE S 3. FLOOR FINISH TO BE PER SCHEDULE AND SPECIFICATIONS SEISMIC 4. INSULATE HOT WATER AND DRAIN LINES OF WHEELCHAIR ACCESSIBLE LAVATORIES. 518" TYPE "X" GWB OVER MTL STUDS (SIZE STRUT. 5, REFER TO DETAIL THIS SHEET FOR STANDARD MOUNTING HEIGHTS OF FIXTURES PER PLAN) PAINT PER FINISH STD. SOUND 6. URINAL SCREEN NOT TO EXTEND BEYOND FRONT EDGE OF URINAL RIM. BATT AS REQ. NOTE: TIE T GET ENQS OF THE MAI 7. TOILET STALL PLAN MAY BE OPPOSITE HAND. REFER TO ENLARGED PLANS FOR CONFIG. 12720 Gateway D R R NNERS & C SS EMB T PREVENT 8. MOUNT ANSI DRINKING FOUNTAIN WITH SPOUT NO MORE THAN 36" AFF REVIEWED FOR y S READIN Suite 110 XDNI POWER DRIVEN HILTI q qO APPROVED�CE WA 98168 Tukwila, FASTENER 24" OC EMBED 1-1/2" o Telephone: 206.414.7600 .�IJUL 1 3 2015 Facsimile: 206.414.7601 6" INTEGRAL FLASHED COVE BASE WITH SE SMIC B CE PER AC USTICAL BRUSHED ALUMINUM TRIM ON THE TOP AS M C 635 ND ASTo CEI ING TILE e EDGE, PER PROLOGIS STANDARDS C 6 N (2'x) ROLL o o M Fo City of Tukwila V BUILDING DIVISIO CV r�! Date Project No. PATCH & REPAIR AS REQ'D. TO 05126115 15056.00 RECEIVE FINISH PER OWNER Sheet Title ;. NOTE: N OF MAIN RUN ERS & C OS E BERS SHALL BE SE URED WALL CHANNELS 0 W LLS NU . DETAILS THE OPPOSITE S MUS REMAI REE WI H SNDL TPD LAV SCD/ADA GRAB BAR WR/PTD SND MIRROR WC/ADA WC CLEARANCE AN S POR ED E DSFRO STRU T RE I RECEIVED ABOVE. TOILET ACCESSORY ABBREVIATIONS CITY OF TU KW I LA Sheet Q ANSI AMERICAN NATIONAL STANDARDS INST. SD SOAP DISPENSER JUN 0 2 2015 WALL 6' 011 M 12 -0 MAX. AP ACCESS PANEL SND SANITARY NAPKIN DISPENSER CH COAT HOOK SNDL SANITARY NAPKIN DISPOSAL DF DRINKING FOUNTAIN STS STANDARD TOILET STALL PERMIT CENTER Ami mi NOTE: GB GRAB BAR (GB1=36" LONG, GB2=42" LONG) TPD TOILET PAPER DISPENSER IL ENTIRE A.C.T. CEILING SYSTEM MIR MIRROR TPTN TOILET PARTITION 1771 Released for Construction I ALL B E D E T I L CEILING DETAIL SHALL BE INSTALLED PER I.B.C. STD MOUNTING HTS PTD WC MOISTURE RESISTANT GWB- 518"THICK URINAL SCREEN Not Released for Construction 2012 SECTIONS 808.1 & 1613.1 PTD PAPER TOWEL DISPENSER WC WATER CLOSET 3"-1'-011 1 /4"=1'-0" 1/21= I' _0' (NT6) SCD TOILET SEAT COVER DISPENSER WR WASTE RECEPTACLE. 41 n• PROVIDE SIGN @ ALL ACCESSIBLE PARKING STALLS INDICATED ON SITE PLAN z 0 4 � 0 ACCESSIBLE 7 PARKING / 1 /2"=1'-0" WHITE LETTERS & SYMBOLS ON BLUE BACKING - METAL SIGN, BOLT TO PIPE COLUMN - 12" X 16" VAN ACCESSIBLE SIGN AS REQ. PER PLAN _ 3" DIA. PIPE COL. W/ (2) COATS ENAMEL (WHITE) EMBED 18" INTO CONC. GRADE 8" DIA. x24" DEEP CONC. FOOTING STAIR & RAMP ELEV. 1 /4" =1'-0" 1 Y2" DIA. STLAANDRAIL, MTD TO BUILDING WALL AS REQ. 1 1/2" DIA SCHD. 40 STL GUARD RAIL W/ 6 INTERMEDIATE RAILINGS EQ. SPACED. 42" H. ABOVE POURED CONC. STAIR & LANDING, PROVIDE #4 RAMP. TYP. VERT. EQ. SPACED MAX 8'-0" OC. BARS @12" O.C. FOR STAIRS & #4 BAR @ TOE OF EACH TREAD &6x6-W2.9 x W2.9 W.W.M. IN 1 1/2" DIA. HANDRAIL CONT. AT RAMP (BOTH SIDES) LANDING WITH 12" EXT. TOP AND BOTTOM. PAINT, TYP. HANDRAIL TO EXTEND CHAMFER EDGES, TYP. 12n MIN. ND FIRST BEYOSIDES RAMP (BROOM FINISH) RISER, BOTH • STAIR TREADS TYP.11" STAIR RISERS AS REQUIRED NOT TO EXCEED 7" IN HEIGHT TYP. PROVIDE #4 BARS VERT. @ 12" O.C. IN STAIR WALL & #4 CONT. 12"O.C. HORIZ. $� RAILING EMBED PIPE V-0", TYP. HANDRAIL BACK TO GRADE AIL TYP. #4 HORIZ. @ 16" OC #4 VERT. @ 16" OC (2) #4 CONT. FIN. GRADE NOTE: FOOTING DEPTH, MIN. V-6" BELOW FINISH GRADE. (P)4RAILING /2"=1'-0" NEW RAMP, MAX SLOPE OR 1:12 SEE PLAN. 1 1/2" DIA SCHD. 40 STL GUARD RAIL W/ 1 INTERMEDIATE RAILINGS CENTERED 42" H. ABOVE RAMP. TYP. VERT. EQ. SPACED MAX 8'-0" OC. 1 1/2" DIA. HANDRAIL CONT. AT RAMP (BOTH SIDES) WITH 12" EXT. TOP AND BOTTOM. PAINT, TYP. CHAMFER EDGES, TYP. 4 � M RAMP (BROOM FINISH) EMBED PIPE V-0", TYP. — — _ Q I IIIIIIIIIIIII > N GRADE 111= I I— � 6• #4 HORIZ. @ 16" OC #4VERT.@16"OC I I I� I I I �I —� I II (2) #4 CONT. NOTE: FOOTING DEPTH, MIN.1'4' BELOW FINISH GRADE. RAILING RAMP 1/2"=1'-0" ROOM FINISH SCHEDULE N0. ROOM NAME BASE FLOORS WALLS CEILINGS REMARKS NORTH w z * REMOVE EXISTING FLOORING AS REQUIRED & PREP FOR NEW F FINISHES PER SPECIFICATIONS. COLORS PER CUSTOMER m 0 FINISH STANDARDS, SHEET A1.3. WEST EAST w U_ m m * RUBBER BASE MUST BE CONTINUOUS ROLL, NOT SEGMENTED a: z a SOUTH > 0 w o z 0 z O ¢ U O x ¢ U On< REVIEWC® FOR CC U> U w 0- ¢ 0 w 101 OPEN OFFICE ® ® ® ® 9'-0" ALL NEW FINISHES PER SPECS.APPROVED 102 UTILITY CLOSET EXISTING, NO CHANGE 103 PRIVATE OFFICE ® ® ® ® 9'-0" ALL NEW FINISHES PER SPECS. 104 PRIVATE OFFICE 0 ® ® ® 9'-0" ALL NEW FINISHES PER SPECS. 105 BREAKROOM ® ® ® 0 9' 0" ALL NEW FINISHES PER SPECS. 106 RESTROOM ® 0 ® 9'-0" ALL NEW FINISHES PER SPECS. BU111_D,,_ING1 DIN11 107 RESTROOM ® 0 ® 9'-0" ALL NEW FINISHES PER SPECS. 108 WAREHOUSE ® 0 ® PAINT WAREHOUSE SIDE OF OFFICE WALLS ONLY DOOR SCHEDULE JUN 02 2015 '18a"v N0. Lj mog.v, jn=.I�W-m III DOOR FRAME HARDWARE E A WIDTH HEIGHT TYP THK FIRE MATERIAL HEAD JAMB MATERIAL FINISH LOCK CLOS THRS PANIC DTL DTL 101 T-0" T-0" EXIST EXIST EXIST EXISTING DOOR TO REMAIN 102 T-0" 7'4" EXIST EXISTING DOOR TO REMAIN 103 3'-0" T-0" 0'-1%' SCWD 2/A1.1 SIM. TIMELY MANUF. PASS. LEVER PER PROLOGIS CUSTOMER FINISH STANDARDS 104 T-0" T-0" 0'-1%4' SCWD 2/A1.1 SIM. TIMELY MANUF. PASS. LEVER PER PROLOGIS CUSTOMER FINISH STANDARDS 105 3'4" 7'41 0'-1:y4' SCWD 2/A1.1 SIM. TIMELY MANUF. PASS. LEVER PER PROLOGIS CUSTOMER FINISH STANDARDS 106 3'4" 7'-0" 0'-1%4' SCWD 2/A1.1 SIM. TIMELY MANUF. PRIVAC Y LEVER PER PROLOGIS CUSTOMER FINISH STANDARDS 107 314" 7'-0" 0'-13/4' SCWD 2/A1.1 SIM. TIMELY MANUF. PRIVAC LEVER PER PROLOGIS CUSTOMER FINISH STANDARDS 108 3'-0" 7'-0" 0'-13/4' SCWD 2/A1.1 SIM. TIMELY MANUF. PASS. Y LEVER PER PROLOGIS CUSTOMER FINISH STANDARDS __DDUR NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING DOOR HARDWARE AND REPAIR OR REPLACE TO MEET ALL CODE REQUIREMENTS. 2. ALL DOORS AND GATES SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT PER 2012 IBC 1008.1.9. 3. DOORS SHALL BE EQUIPPED WITH LEVER TYPE LATCH -ACTIVATING HARDWARE OR OTHER APPROVED HANDICAPPED -ACCESSIBLE CONFIGURATION PER [CC A117.1-2009 309. 4. ICC/ANSI A117.1-2009 SECTION 404.2.9: DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR, MEASURED VERTICALLY, SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: 1) SLIDING DOORS. 2) TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL. 5. 2012 IBC 1008.1.9.2 & ICC/ANSI A117.1-2003 SECTION 404.2.6: HARDWARE HEIGHT: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. 6. ICC/ANSI A117.1-2009 SECTION 404.2.6: DOOR HARDWARE CONFIGURATION: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 7. DOOR 108 SHALL HAVE WEATHER-STRIPPING, CLOSERS, AND DROP SEALS PER PROLOGIS FINISH STANDARDS JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM acN 101101111049 ",rint Record 05/19/15 OWNER REVIEW 05/27/15 PERMIT SUBMITTAL Revision Record MAKE READY T1 UPLAND BUSINESS PARK 1139 ANDOVER PARK WEST TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 D 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-pudins 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 comers 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 T-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 I 2 e Blum concealed hinges or hardware shall be 96mm wire pulls, 1 5d System slides or approved equal. The r P 9 9 Y PP " " i Each cabinet shall have one row of e ual. The cabin et s shall be 6-0 Ion minimum and 34 high. h approved g g q ( ) 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 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 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 gll. or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). Contact adhesives shall have a VOC content of 250 gIL 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 RA9 (or as required by the energy compliance calculation), unlaced 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 31/2" 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 bad 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 sated or caulked. DIVISION 8 DOORS AND WINDOWS 8.1 INTERIOR DOORS AND FRAMES: Furnish and install T-0" x T-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, l-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 AL40S 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 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 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, LION; 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 sated 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 3-1/2" 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 gdd 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. WALUCEILING 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 V-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 tie 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 approhed equal, loop graphic, solution dyed 100%nylon, 26 oz. per square yard average yam weight minimum, 1/10thgauge, 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 Karehouse. 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 the 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 Corlon or Mannington Magna. If not available, need to specify later installed in all new toilet rooms. Verify with Prologis Manager for final finish selecfion. 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 44 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 t remove excess mortar and rout. The rout shall be sealed per manufacturer's recommendatims. oe 9 9 Prologis Manager for final finish selection. Verify with ty9 1 ONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existin concrete floor 9. 6 C P 3 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 light color. Lunch break rooms toilet and shower rooms and the wall at the coffee bar or equal in a standard g co / , 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.R. 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 "qu'sc 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 'ntegrally tied to the new pit. Do not overcut the comers when sawcutting the concrete slab for the new pit. On he exterior wall, all edges must have a clean %" chamfer, accomplished by grinding or sawcutting the existing concrete with a'/4" 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 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 transiticn 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 projeclon 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 mulions) 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 furrish and install a complete and operative plumbing system to meet all local and state codes. b' plans for architect's and owner's review and approval. 15.1.2 PLANS: Provide plumbing p n r pp w and waste lines within the building below the finished floor elevation shall be 15.1.3 SEWER LINES: Sewer, sod n s e g 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 -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 madewith 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 "819238" 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 ''/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 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 arts warranty and a 90 day service contract from the date of project completion. P h/ Y P J P 5.3 UNITS: C units s a be as/electric bottom discharge, as manufactured b Carrier T a e Lennox, o 1 .4 NIT .The HVAC shall r n, nn x, r 9 9� Y York. Units shall be installed on a leveled manufactured curb. All rooftopequipment shall be seismically Y 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 property. 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: Al 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 1201208 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 T 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 Vx4' surface mounted light fixture with full wrap lens. In Reno, provide two Vx4' 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 'd mr wa between ESFR sprinkler P Y PPY P heads or midway between sprinkler lines. Variations from this layout necessary to accommodate the tenant's rackingmust meet fire code requirements. q 16.9 OUTLET BOXES: All outlet boxes for wall switches, wall receptacles, telephone, etc. shall be galvanized steel or cast type boxes. n n• 16.10 RECEPTACLES: Furnish and install two 2 110V duplex receptacles and o t a one 1 telephone "ring and string" in () P P () P 9 9 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'x8'04", 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 F Y +4! w F § i '�l.¢,. F',i`+y;: w n`•z „F tm,.�sui.:�" sit»s: n�j� t�", t �'�'I-` ,w �� REVIEWED FOR CODE COMPLIANCE I�PR®VD 'JUL 1 3 2015 City Of Tukwila BUILDING DIVISIOJ ... RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER IMA JACKSON MIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM Print Record 1 05/19/15 1 OWNER REVIEW 05/27/15 1 PERMIT SUBMITTAL Revision Record READYMAKE TI UPLAND BUSINESS PARK 1139 ANDOVER PARK WEST TUKWILA, WASHINGTON 111111111111111111111111111111111 }9R IN {,1 ,,, , I, : I 11 1. F` M ,.",1. � k� . 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 05126115 15056,00 Sheet Title PROLOGIS CUSTOMER FINISH STANDARDS Sheet No. A=1 133- ❑ Released for Construction F` 1111 Not Released for Construction