Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D13-0380 - TOPLINE PRODUCTS - TENANT IMPROVEMENT
TOPLINE PRODUCTS 1105 ANDOVER PARK W BLDG E D13-0380 S City of Tukwila Department of Community Development /rte 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 ie Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: DEVELOPMENT PERMIT 3523049110 1105 ANDOVER PARK W BLDG E Project Name: TOPLINE PRODUCTS Permit Number: D13-0380 Issue Date: 1/27/2014 Permit Expires On: 7/26/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: AMB PROPERTY CORP 60 STATE ST STE 1200 C/O RE TA , BOSTON, WA, 02109 VERONICA FINNEY 119 5 MAIN ST #410 , SEATTLE, WA, 98104 JOHNSON TENANT IMPROVEMENT INC P.O. BOX 1149 , BOTHELL, WA, 98041- 1149 JOHNSTI092PA Phone: (206) 624-3210 Phone: (206) 660-5286 Expiration Date: 10/7/2015 DESCRIPTION OF WORK: DEMOLITION OF PORTION OF EXISTING OFFICE INCLUDING (2) PRIVATE OFFICES AND STAIRS TO A MEZZANINE. INSTALL 508 SF OF NEW OPEN OFFICE AREA, INSTALL TO INCLUDE THE REMODELED BREAK ROOM AND (1) SERVER ROOM. Project Valuation: $80,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Fees Collected: $2,151.56 Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: • • Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: (A),jar Date: -1 11 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 p and agree to the conditions attached to this permit. Signature: 24 /I Date: Print Name: , ()1 At /V 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. • 8: 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. 9: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 10: 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) 11: 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) 12: 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, 4-3, 4-4) 13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 14: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 15: Maintain fire extinguisher coverage throughout. 16: 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) 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: 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 1008.1.8.1) 20: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 21: 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. 2327). 22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 23: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 24: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 25: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 26: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 28: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUK•A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe _ t No. Project No. Date Application Accepted:' L I Date Application Expires: ' � t � � (41 (For office use onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 3523049110 Site Address: 1105 ANDOVER PARK WEST Suite Number: 1113 Floor: 1 Tenant Name: TOPLINE PRODUCTS New Tenant: ❑✓ Yes ❑ ..No PROPERTY OWNER Name: PROLOGIS, INC. Address: 12720 GATEWAY DRIVE; SUITE 110 City: TUKWILA State: WA Zip: 98168 CONTACT PERSON - person receiving all project communication Name: VERONICA FINNEY Address: 119 S. MAIN STREET #410 City: SEATTLE State: WA Zip: 98104 Phone: (206) 624-3210 Fax: (206) 624-3243 Email: VERONICAF@PKJB.COM GENERAL CONTRACTOR INFORMATION Company Name: JOHNSON T.I., INC. Address: 19613 81ST. AVE SOUTH, STE. H City: KENT State: WA Zip: 98032 Phone: (253) 437-2044 Fax: (253) 437-2043 Contr Reg No.: CCJOHNSTI092PA Exp Date: 10/07/2015 Tukwila Business License No.: BUS -0100092 H:\Applications\Form-Applications On Lme\201 I Applicatons \Perms Application Revised - 8-9-I I.docx Rcviscd: August 201 I bh ARCHITECT OF RECORD Company Name: PKJB ARCHITECTURAL GROUP Architect Name: ROBERT KROESE Address: 119 S. MAIN STREET #410 City: SEATTLE State: WA Zip: 98104 Phone: (206) 624-3210 Fax: (206) 624-3243 Email: BOBK@PKJB.COM ENGINEER OF RECORD Name: N/A Address: Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO106-431-3670 Valuation of Project (contractor's bid price): $ 80,000 Existing Building Valuation: $ 5,005,800 Describe the scope of work (please provide detailed information): DEMO OF PORTION OF EXISTING OFFICE INCLUDING TWO (2) PRIVATE OFFICES AND STAIRS TO A MEZZANINE. INSTALL 508 SF OF NEW OPEN OFFICE AREA INSTALL TO INCLUDE THE REMODELED BREAK ROOM AND ONE (I) SERVER ROOM. 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' 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: EXISTING Compact: EXISTING Handicap: EXISTING Will there be a change in use? ❑ Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑✓ Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1Z1 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Rcviscd - 8-9-11.docz Rcviscd: August 2011 hh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15` Floor 11,729 1,902 0 0 V—B S -1 /B 2nd Floor 3rd Floor • Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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: EXISTING Compact: EXISTING Handicap: EXISTING Will there be a change in use? ❑ Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑✓ Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 1Z1 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Rcviscd - 8-9-11.docz Rcviscd: August 2011 hh Page 2 of 4 .PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW E t PR • U S' Z D Signature: • Date: 12/18/2013 Print Name: VERONICA FINNEY Mailing Address: 119 S. MAIN STREET #410 Day Telephone: (206) 624-3210 SEATTLE City H:\ApplicattonsWorms-Applications On Lme\201 I Appltcauons\Permit Application Rcviscd - 8-9-1 I.docx Revised: August 2011 bh WA 98104 State Zip Page 4 of 4 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On-site Septic System — For on-site s tic system, provide 2 copies of a current septic design 0 .. Highline ❑ ...Val ley View El .. Renton ❑ ... Sewer Availability Provided Submitted with Application (mark boxes ❑ ...Civil Plans (Maximum Paper Size — 22 ❑ ...Technical Information Report (Storm Drai El ...Bond 0 .. Insurance ich apply): Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hou El ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way El 34") e) Easement(s) ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards El ...Sanitary Side Sewer ❑ .. Ab ❑ ...Cap or Remove Utilities El .. Cu ❑ ...Frontage Improvements El ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Wat ❑. n Septic Cut ement Cut oped Fire Line ❑ .. Renton .. Se proved by King County Health Department. El .. Geotechnica eport ❑ .. Maintena Agreement(s) El ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ t ht -of -way Use - Profit for less than 72 hours ❑ ight-of-way Use — Potential Disturbance El .. Work in Flood Zone ❑ .. Storm Drainage ank ❑ .. Grease Interceptor El .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public ❑ Private El ❑ ...Water Main Extension.... Public El Private El ❑. Deduct Water Meter Size FINANCE INFORMATI Fire Line Size at Prope ' Line Number of Public Fire Hydrant(s) ❑ ...Water El ...Sewer ❑ ...Sewage Treatment Monthly Service Billing_to_ Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Linc\2011 Applications\Fcrmit Application Revised - 8-9-11.docx Revised: August 2011 hh Page 3 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $65.00 D13-0380 '. Address: 1113 ANDOVER PARK W BLDG E Apn: 3523049110 $65.00 DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R1379 R000.345.830.00.00 $65.00 $65.00 $65.00 Date Paid: Tuesday, March 04, 2014 Paid By: THOMAS B MYRON Pay Method: CREDIT CARD 124898 Printed: Tuesday, March 04, 2014 12:49 PM 1 of 1 CRI(SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK QUANTITY PAID $1,305.75 D13-0380 Address: 1105 ANDOVER PARK W BLDG E Apn: 3523049110 $1,305.75 DEVELOPMENT PERMIT FEE WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R957 R000.322.100.00.00 B640.237.114 $1',305.75 $1,301.25 $4.50 $1,305.75 Date Paid: Monday, January 27, 2014 Paid By: JOHNSON TENANT IMPROVEMENT INC Pay Method: CHECK 20223 Printed: Monday, January 27, 2014 3:41 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $845.81 D13-0380 Address: 1105 ANDOVER PARK W BLDG E Apn: 3523049110 $845.81 DEVELOPMENT $845.81 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R457 R000.345.830.00.00 $845.81 $845.81 Date Paid: Thursday, December 19, 2013 Paid By: PKJB ARCHITECTURAL Pay Method: CREDIT CARD 593772 Printed: Thursday, December 19, 2013 11:25 AM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy. with permit PERMIT NO.. CITY OF TU.KWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro,�ect:. 1 OP.L I NL:nooz.r5 Type ofinspection: - i— r 1 1_,-. Address:Date t t.1 , , 0 P.W` Called: Special Instructions: - Date Wanted: -3_ (..,,_1(4 C• p.m. Requester: Phone No: L-4 2-6 '8O3 -1&12: Approved per applicable codes.. .. Corrections required prior to approval:. COMMENTS: rd. 'R d f /�e.; Date:. 6 INSPECTION FEE REQUIRED. Prier to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite100. Callto schedule reinspection. INSPECTION RECORD.:. Retain a copy with, permit TION. NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION: 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206)-431-2451 0300 ` Project:. TO LI t lE. ?R, : 1 , Type of Inspection: 5-1 SPEC gNC°Ett_li ‘ Address: Date Called: Specia Instructions: Date Wanted: J p.m 5..- T Re�... iester: Phone No: Wz5-50-all. pproved:perapplicable codes: Corrections required prior to approval. COMMENTS: lnsptt : Date: 3 REINS ECTION FEE REQUIRE'._Prior to next inspection; fee Must:be paid.6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr.oje t: Type of Inspection:. W( t( J_>J r kL q T► C a IJ. Ad re Date Called: Special Instructions: Date Wanted: _' LI ( .n'�i. p.m' Req ties er: Phone J 2.. 7 .) 1 7 54Approved per applicable codes. Corrections required prior to approval. COMMENTS: lInspect n_p ,t..µ15 ) ► C,A %C Date: /1-/ SPECTION FEE REIRED. Prior td next inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 i3-0380 Project: 1—Oil' >_lKt Type of Inspection:. 2A wAr\ i tJ C— i � le�a NRA/ Date Called: Special Instructions: gc i' � .' E_ Date Wanted:— a-- c 3 - + ii a.m`. Requester: Phone No: 4425 7'0' 3sc8 .Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: n R INgPECTION FEE REQUIR D. Prior to ne t inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D/3-o38c) /tel —S — 033 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 2067575-4407 Project: -. T)PI,ev-e c deJc Type of nspection: SP cry 1,,J0 - Address: // / 3 A p) Suite #: Contac Person: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: ►', —DL Needs Shift Inspection: Date: 3/V//7 Sprinklers: Fire Alarm: Hood & Duct: Monitor: -,\ Pre -Fire: Permits: Occupancy Type: Inspector: i ? Date: 3/V//7 Hrs.: / / I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • BACKFLOWS NORTHWEST 12819 SE 38th St #57 — WA 98006 — PHONE 425 -277 -2888 --FAX 425-671-0809 BACKFLOW PREVENTION ASSEMBLY TEST REPORT .ACCOUNT # Assembly ID Invoice tt C9t4Purveyor NAME OF PREMISE a. h_s_z4-444,_ CominercialTg- Residential 0 • , , SERVICE ADDRESS 1105 MJJ Pr. CONTACT PERSON PHONE ( ) CITY 11.e_hje...„2/ ZIP FAX( ) LOCATION OF ASSEMBLY ail .;J&L!,.//b Pxv DOWNSTREAM PROCESS _ DCVA t5< RPBA 0 PVBA 0 DCDA NEW INSTALL 0 EXISTING tiC REPLACEMENT 0 OLD SER. # PROPER INSTALL? YESX,NO 0 MAKE OF ASSEMBLY FebiLl MODEL T7(.0 V SERIAL. NO. a)e...? ;e7 )3) 7 SIZE JO INITIAL TEST _ 4 PASSED A. DCVA / RPBA DCVA/RPBA RPBA PSID PSID -- PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT III CHECK AIR GAP °K? AIR INLET OPENED AT PSID DID NOT OPEN • CLOSED TIGHT LEAKED <9. 9 * CLOSED TIGHT LEAKED if,). -2 X • • PSID PSID FAILED • NEW PARTS AND REPAIRS CITAN RITIACF PART ------ - --• - (1 F\\ RFPLACT PART --- --- -------- CLLAN REPLACV PART .— — ---- ------ - --- CHECK VALVE HELD AT _ ._ LEAKED _ PSID • • 0 II D • • II a I • a MI a II MI • • • • III CL.EANED REPAIRED 0 • • 0 M III TEST AFTER REPAIRS PSID psiD OPENED AT __ #I CHECK PSID PSID AIR INI FT - - _ CHK VALVE PSID • ____?SID LEAKED • LEAKED • -- -- ---. ---- PASSED • FAILED • AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading REMARKS: TESTERS SIGNATURE: TESTERS NAME PRINTED: CIa Jetmore REPAIRED BY: FINAL TEST BY: LINE PRESSURE i.,.:k.:4)S1 CONFINED SPACE? CERT. NO. B5851 DATE _////9 TESTERS PHONE tt ( 425 ) _ 277-2888 DATE CERT. NO. B5851 DATE • CALIBRATION DATE: 9-9-13 GAUGE #09130613 MODEL: 845-5 SERVICE RESTORED? YESY NO 0 certifj, that this report is accurate, and I have used PP:4C 246-290-490 approi!ed est methods and test equipment. RECEIVED JAN 13 2014 PERMANENT FILE COPY TUKVviu-‘ PUBLIC WORKS D13-0380 • • BACKFLOWS NORTHWEST 12819 SE 38th St #57 — WA 98006 — PHONE 425-277-2888—FAX 425-671-0809 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # Assembly ID Invoice// 9(.0 Purveyor NAME OF PREMISE pkid ComrnercialK Residential 0 LaZ___04.1(e- SERVICE ADDRESS CONTACT PERSON PHONE( FAX( ) LOCATION OF ASSEMBLY 1,26- - 1/39 DOWNSTREAM PROCESS NEW INSTALL 0 EXISTING REPLACEMENT 0 OLD SER. # PROPER INSTALL? YES Pi6NO CITY L -e Z-19/ ZIP DCVA RPBA 0 PVBA 0 DCDA MAKE OF ASSEMBLY rebt.t0 MODEL gr.:6- V/3__ SERIAL NO. _0_1.4/ e- SIZE z, _ INITIAL TEST PASSED i% FAILED 0 DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED ATPSID 141 CHECK PSID AIR GA P OK? AIR INLET OPENED AL__ PSID CLOSED TIGHT DK CLOSED TIGHT 1g LEAKED p • , <27 C. .. __PS ID LEAKED • .2 . 0 PSID DID NOT OPEN • NEW PARTS AND REPAIRS n FM,: RI -\CI' TART CI F 1 N REPLACE PART CLLA \ REPLACE PAR'. III a CHECK VALVE HELD AT PSID LEAKED .------1 II • II IN • P ---- • • -- • • • • • • -- -------- -------- II a ._. ... • a a a ---• — • a CLEANED • ....... ------ - REPAIRED II TEST AFTER REPAIRS I.EAKED 0 ------ -- PSID OPENED AT PSID #1 CHECK PSID AIR INLET._ .. _ PSID CHK VAI.VE PSID • LEAKED • PSID PASSED • FAILED • AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading__ REMARKS: TESTERS SIGNATURE: _ TESTERS NAME PRINTED: Cla t Jetmore REPAIRED BY: FINAL TEST BY: LINE PRESSURE PSI CONFINED CONFINED SPACE? CERT. NO. B5851 DATE //g/W TESTERS PHONE # ( 425 ) 277-2888 DATE CERT. NO. B5851 DATE CALIBRATION DATE: 9-9-13 GAUGE # 09130613 MODEL: 845-5 SERVICE RESTORED? YES X NO 0 1 eertifi, that this report is accurate. and 1 have used IV -1C 246-290-490 approved test methods and test equipment. RECEIVED PERMANENT FILE COPY --.jAtefa 201/1 TUKWILA PUBLIC WORKS 2re2E,171 D/30380 "Pity of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form NAME AMB Upland Distribution SERVICE ADDRESS 1105 Andover Park W CITY Tukwila ASSEMBLY LOCATION In hot box in roundabout at entry ACCOUNT # METER # STATE Wa ZIP CODE 98188 CROSS -CONNECTION CONTROL FOR domestic SIZE 11/2" MAKE Febco LINE PRESSURE AT TIME OF TEST? 135 MODEL 860 NEW? El TYPE RPBA EXISTING? El SN 1105390 REPLACEMENT? ❑ INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE RELIEF VALVE OPENED 23 PSID #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? 7_9 PSID PSI DROP ACROSS #1 CHECK VALVE RELIEF VALVE OPENED PSID PSID ❑ ❑ ❑ ❑ ❑ No ❑ Yes ❑ #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? 0 ❑ .1 ❑ r No ❑ Yes 11. DCVA #1.CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? PSID PSID Yes ❑ ❑ ❑ No ❑ #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? PSID PSID ❑. ❑ No ❑ Yes ❑ PVBA AIR INLET OPENED AT PSID PSID ❑ ❑ No ❑ AIR INLET OPENED AT PSID PSID ❑ ❑ No ❑ AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ APPROVED ASSEMBLY? El REMARKS: PROPER INSTALLATION? El INSPECTED BY CCS? ❑ TEST COMPANY FSI Confidence Plus PHONE 253-826-0099 TEST KIT MAKE Midwest MODEL 845 SN 01071539 CALIBRATION DATE 5/2013 I certify that I used WAC 246-290-490 approved Test Methods and Differential Pressure Test Equipment TESTER'S NAME (PRINTED) Randy Meyer CERTIFICATION B5117 SIGNATURE REPAIRED BY RETESTED BY CERT # IVF' PERMANENT FILE COPY .JAN 132014 TUKvvluy PUBLIC WORKS DATE TESTED 1/2/14 REAPAIR DATE DATE TESTED l3- 0380 • ity of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form NAME AMB Upland Distribution SERVICE ADDRESS 1105 Andover Park W CITY Tukwila ASSEMBLY LOCATION In large hot box in roundabout at entry ACCOUNT # METER # STATE Wa ZIP CODE 98188 CROSS -CONNECTION CONTROL FOR domestic SIZE MAKE Febco LINE PRESSURE AT TIME OF TEST? 135 MODEL 860 NEW? ❑ TYPE RPBA EXISTING? El SN N1107110122 REPLACEMENT? ❑ INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE RELIEF VALVE OPENED 22 PSID #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? 6.1 PSID PSI DROP ACROSS #1 CHECK VALVE RELIEF VALVE OPENED PSID PSID ❑ ❑ ❑ ❑ ❑ No ❑ Yes ❑ #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? 11 ❑ /i1 ❑ /1 No ❑ Yes /1 DCVA #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? PSID PSID Yes ❑ ❑ ❑ No ❑ #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? PSID PSID ❑ ❑ No ❑ Yes ❑ PVBA AIR INLET OPENED AT PSID PSID ❑ ❑ No ❑ AIR INLET OPENED AT PSID PSID ❑ ❑ No ❑ AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ APPROVED ASSEMBLY? El REMARKS: PROPER INSTALLATION? El INSPECTED BY CCS? ❑ TEST COMPANY FSI Confidence Plus TEST KIT MAKE Midwest MODEL 845 PHONE 253-826-0099 SN 01071539 CALIBRATION DATE 5/2013 I certify that 1 used WAC 246-290-490 approved Test Methods and Differential Pressure Test Equipment TESTER'S NAME (PRINTED) Randy Meyer SIGNATURE REPAIRED BY RETESTED BY CERT# qqr R E C E d0'�[rtl >,. .JAN 13 2014 PVIMANENT FILE COPY TUKvviy—% PUBLIC WORKS CERTIFICATION B5117 DATE TESTED 1/2/14 REAPAIR DATE DATE TESTED Dl3 0380 Interior Lighting Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address 1105 ANDOVER PARK WEST SUITE 1113 Date 12/18/2013 TUKWILA, WA 98188 For Building Department Use FILE COp� rierA.1..,46 AR TOPLINE PRODUCTS T.I. Applicant Name: PKJB Architectural Group Applicant Address: 119 S. Main Street #410, Seattle, WA 98104 Applicant Phone: 206-624-3210 Project Description r' ■ New Building • Addition I Alteration • Plans Included Lighting Compliance Path • Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Interior Lighting Compliance Option 0 Building Area Method • Space -by -space Method Interior Lighting System Description Briefly describe lighting system type and features. . L.E .....,.. .._,.-.;- REVIEVVVED FOR CODE COMPLIANCE APPROVED JAN 4 3 2014 Additions and Change of Space Use (C101.4.3 & C101.4.4) City of Tukwila • Addition area or Change of Space Use area complies with all applicable provisions as stand area or Change of Space Use area is combined with existing building lighting systems compliance with all applicable provisions Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) allowed and proposed (including existing if applicable) lighting wattage of Addition lighting controls per C405.2 and commissioning of lighting controls per C405.13. along.DING DIVISION to Compliance Form. Document or Change of Use scope. Provide • Addition demonstrate Provide maximum applicable Alterations, Renovations and Repairs (C101.4.3.1) • 60% or more of luminaires in space replaced Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document allowed and proposed (including existing) lighting wattage of project scope Provide maximum 60% of luminaires in space replaced Space -by -space Method (LTG -INT -SPACE) Compliance Form. Document existing total wattage in space and proposed existing) lighting wattage of project scope +, Less than Provide (including ballast replacement within existing luminaires only —existing total interior building wattage not increased • Lamp and/or installed to serve added fixtures and/or fixtures relocated to new circuit applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), application controls (C405.2.3), and commissioning of lighting controls per C405.13 • New wiring Provide specific moved lighting panel all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of controls per C405.13. • New or Provide lighting reconfigured - luminaires unchanged or moved only all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. • Space is Provide are being made to the interior lighting and space use not changed. R P f G I \/ t'1 ■ No changes CORRECTION 13- 0 36G CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER Interior Lighting Summary - Space -by -Space LTG -INT -SPACE 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info ..- Project Address 1105 ANDOVER PARK WEST SUITE 1113 Date 12/18/2013 TUKWILA, WA 98188 For Building Department Use TOPLINE PRODUCTS T.I. Applicant Name: PKTB Architectural Group Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts per f12 (,ross interior Area in ft2 watts Allowed (watts/fe x area) ROOM #101 Office - Open plan 0.98 1143 1120 RM #103 & 104 Conference/meeting/multipurpose 1.23 438 539 RM #102 Server Storage 0.63 91 57 RM #105 & 106 Restroom 0.98 86 84 Atrium** Enter Height) Retail Display Allowance from LGT-INTDISPLAY * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height.Alloyed wattage for first 40 feet is 0.03 W/ft. ht., above 40,feet is 0.02 W/ft. ht. • I,. Proposed'Lighting Wattage Total Area Allowed Watts 1758 1800 Location (plan_#, , room #, or ALL) ", Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed ROOM #101 2' X 4' RECESSED -MOUNTED FIXTURE (T8) 20 32 640 RMS#103 & .104 , 2' X 4', RECESSED -MOUNTED FIXTURE (T8) 6 32 192 'tip RM #105 & 106 NO CHANGE, EXISTING 1X4 (TB) 2 16 32 RM #102 Server NO CHANGE, EXISTING 2X4 (T8) RECESSED - RELOCATED 1 32 32 Retail Display Lighting from LGT-INT-DISPLAY Total Proposed Watts may not exceed Total Alloyed Watts for Interior Lighting Total Proposed Watts 896 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. Envelope Summary Zone 4c/5b ENV -SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 & R3 Revised June 2013 Project Info Project Address 1105 ANDOVER PARK W. STE. 1113 Date 12/18/2013 TUKWILA, WA 98188 For Building Department Use FILE CODV TOPLINE PRODUCTS T.Z. Applicant Name: PKJB ARCHITECTURAL GROUP Applicant Address: 119 S. MAIN STREET #410, SEATTLE, WA Applicant Phone: 206-624-3210 Project Description ❑ New Building ❑ Addition 4 Alterp.w.t• - Change of Occupancy/Conditioning Compliance Path ❑ Total Building Performance ❑ Prescriptive .1 Component Perfo'rmance Occupancy Group 0 Commercial 0 Group R (R-1 & > 3 story R-2 and R-3) Climate Zone CD Climate Zone 4c/5b 0 Climate Zone 6b ( See WSEC 301.1 for county list) Vertical Fenestration and Skylight Area Calculation If complying via the Prescriptive path, provide values for vertical fenestration, skylights, gross walls and roof. If complying via the Component Performance path, these values are auto- filled by the ENV -UA form and cannot be edited here. Total Vertical Gross Exterior Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration — X 100 — Gross Exterior Total Skylight divided by Roof Area times 100 equals % Skylight '-- _ X 100 = RE VIEN Ec CODE Maximum Prescriptive Fenestration Area COMN� Vertical Fenestration 1► Skylights JAN 2 3 1l 50% Floor Area in DLZ Q More than 50% of the floor area in daylight zone per C402.3.1.1 City of Twat UUILDING DIV cooled, and has a max. heating system for requirements. other conditioned spaces — provide or Component Performance compliance conditioned spaces shall comply with Semi -Heated Path Project has semi -heated areas as defined per C402.1.4 ❑ Applying wall exception to semi -heated areas 1. To be deemed semi -heated the area is heated but not output capacity between 3.4— 8 Btuh/ft2. Refer to C402.1.4 2. Semi -heated spaces shall be documented separately from separate compliance forms for each conditioned area type. 3.Semi-heated spaces may comply under the Prescriptive path. 4.Envelope elements separating semi -heated from other thermal envelope requirements for an exterior wall. Refrigerated Spaces ❑ Walk-in cooler ❑ Walk-in freezer ❑ Refrigerated Warehouse Cooler ❑ Change of Occupancy/Conditioning 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 Mixed Occupancy and/or Space Conditioning Project includes more than one occupancy type and/or level compliance forms may be required. Select all that apply to scope of space conditioning. Multiple of project: ❑ Refrigerated Space ❑ Low Energy* and compliance forms for r►rr-r*tIrP.% 4 Commercial ❑ Group R1 or>3 story R2/R3 ❑ Fully Conditioned -' Semi -Heated Group R2/R3 < 3 story *Low energy areas are exempt from all thermal envelope provisions these areas are not required. Refer to C101.5.2 for exemption. CORRECTION 14k1-0&000 FOS IAN( 14 rila SIOIt CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER l.$( :Z� i•(�. Envelope Summary (back) Zone 4c/5b ENV -SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 & R: Revised June 2013 Minimum Requirements q for Prescriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated requirement. Climate Zone Climate Zone 4c/Sb Climate Zone 6b Occupancy Group All Other Group R All Other Group R Opaque Eleme trams `, ouiNis"Insulation Min. R=Values Roofs' ' 1 v 'i IN 1 All Insulation Entirely above Deck .,,R-30 c.i. R-38 c.i. R-38 c.i. R-30 c.i. Metal Building (with R-3.5 thermal blocks)a'b R=25 + R-11 Ls ,,. R-25 + R-11 Ls R-25 + R-11 Ls R-25 + R-11 Ls Attic and Other R-49 R-49 R-49 R-49 Walls, Above grade Mass R-9.5 c.i.` R-13.3 c.i.` R-11.4 c.i.` R-15.2 c.i.` Metal Building R-13 + R-13 c.i. R-13 + R-13 c.i. R-13 + R-13 c.i. R-19 + R-16 c.i. Steel Framed R-13 + R-10c.i. R-19 + R-8.5 c.i. R-13 + R-12.5 c.i. R-19 + R-14 c.i. Wood Framed and Other R-21 int R-21 int R-13 + R-7.5 c.i., or R-21 + R-3.8 c.i. R-21 + R-5 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist (per footnote c) R-38 + R-10 c.i. R-38 + R-10 c.i. R-38 + R-10 c.i. R-38.0 + R-10 c.i. Wood Framed and Other R-30 R-30 R-38 R-38.0 + R-10 c.i. Slab -On -Grade Floors r Unheated , ' R -l0 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break). R -l0 for 48 in. (with thermal break) R-15 for 48 in. (with thermal break) "''Pleated • R -l0 perimeter & under entire slab R-10 perimeter & under entire slab R-10 perimeter & under entire slab R-10 perimeter & under entire slab Oj aq'ue Doors Maximum U -Factor Swinging U-0.37 U-0.37 U-0.37 U-0.37 Roll -up or sliding R-4.75 R-4.75 R-4.75 R-4.75 Fenestration 0-30% of Wall Assembly Maximum U -factor (NFRC Rated) Vertical Weiiestration :.Nonmetal framing U-0.30 U-0.30 U-0.30 U-0.30 Metal framing (fixed) U-0.38 U-0.38 U-0.36 U-0.36 Metal framing (operable) U-0.40 U-0.40 U-0.40 U-0.40 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 0-30% of Wall 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 PFZ0.5: north - SHGC-0.48, all other - SHGC-0.64 Skylights SHGC-0.35 SHGC-0.35 SHGC-0.35 SHGC-0.35 For SI: 1 inch .= 25.4 mm. ci .= Continuous insulation (see footnote O. NR = No requirement. 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. a Assembly descriptions can be found in Chapter 2 and Appendix A. b Where using R -value compliance method, a thermal spacer block shall be provided, otherwise use the U -factor compliance method in Table C402.1.2. c R-5.7ci is allowed to be substituted with concrete block walls complying with ASTM C90, ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally, with ungrouted cores filled with materials having a maximum thermal conductivity of 0.44 Btu-in/h-ft2 EF. d Where heated slabs are below grade, below -grade walls shall comply with the exterior insulation requirements for heated slabs. e Steel floor joist systems shall be insulated to R-38 .+ R-10ci. f For roof, wall or floor assemblies where the proposed assembly has penetrations > 0.04% of the area, the assembly is not considered Component Performance Path Zone 4c/5b ENV -UA 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 & R3 Revised June 2013 Project Address 1105 ANDOVER PARK W. STE. 1113 Date 12/18/2013 Occupancy Group 0 Commercial 0 Group R (R-1 & > 3 story R -2/R-3) Clear For Building Department Use Climate Zone O Zone 4c/5b 0 Zone 6b Change in occupancy or space conditioning 0 Note - Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5 Fenestration Area as % gross exterior AG wall area 7.7% Max. Target: 30.0% Skylight Area as % gross exterior roof area Max. Target: 5.0% 50% Floor Area in DLZ Q z 50% of the floor area in daylight zone per C402.3.1.1 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 sheet on the backside of the ENV-SHGC form for this calculation. 2: U -factors shall come from Appendix A, chapter C303, or calculated per approved method as specified in C402.1.2. 3: Refer to ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide source of U -factor, page/plan # of assembly detail & ID Proposed UA U -factor x Area (A) = UA (U x A; Target UA U -factor x Area (A) = UA (U x A) Roofs Y a 0 R= 49 ID: Roof over ceiling tiles R= ID: R= ID: 0.034 1902 64.7 0.034 1902 I 64.7 Above Deck Insulation U-0.034 -p 00 1- R= ID: R= ID: R= ID: 0.031 Metal Building U-0.031 Other R= ID: R= ID: R= ID: 0.021 Single raft, attic, other U-0.021 a, L i R= ID: R= ID: R= ID: 0.055 I I Steel/metal frame U-0.055 Opaque Walls - Abo% v 00 2 R= ID: R= ID: R= ID: 0.052 I Metal Building U-0.052 p o 0 R= ID: R= ID: R= ID: 0.054 I Wood Frame, other U-0.054 Mass* R= 9.5 ID: Concrete tilt up R= ID: R= ID: 0.104 3873 402.8 0.104 I 3873 I 402.8 Mass Wall U-0.104 Below Grade Walls R= ID: R= ID: 0.104 I Assumed to be Mass Wall .0-0.104 R= ID: R= ID: Floors y m R= ID: R= ID: R= ID: 0.031 Mass Floor U-0.031 Framed R= ID: R= ID: R= ID: 0.029 I I Joist/Framing U-0.029 F -factor x Perimeter = UA(U x A) F -factor x Perimeter = UA (U x A) Slab-on-gradeI Iii 2 L R= ID: R= ID: R= ID: 0.540 I I Slab -On -Grade U-0.54 IHeated R= ID: R= ID: R= ID: 0.550 I Heated Slab -On -Grade r' U-0.55 • , el.. u4 ratRer maan`Appenaiz i val ess. ansKmusrciearly 4. no a requirements. state foo Page 1 Subtotal Area UA 5775 467 Area UA 5775 467 UA DOES NOT COMPLY Envelope UA, continued. Zone 4c/5b ENV -UA Project Address 1105 ANDOVER PARK W. STE. 1113 Date 12/18/2013 Fenestration Area as % gross exterior wall area 7.7% Max. Target: 30.0% Skylight Area as % gross exterior 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 sheet on the backside of the ENV-SHGC form for this calculation. 2: Provide NFRC or Appendix A U -factor for fenestration assemby (combined frame and glazing performance). 3: Refer to ENV -CHK worksheet for example of how to complete the rows on this form. For Building Department Use Building Component Provide source of U -factor, page/plan # of assembly detail & ID Proposed UA U -factor x Area (A) = UA (U x AJ Target UA U -factor x Area (A) = UA (U x A) � 00 V) 0 U= ID: Insulated metal door w/ thermal break U= ID: U= ID: 0.370 21 7.8 0.37 I 21 7.8 Opaque Swing Doors U-0.37 0. 0 O 0 w U= ID: Metal overhead warehouse doors U= ID: U= ID: 0.370 450 166.5 0.37 I 450 I 166.5 Opaque rollup & sliding U-0.37 Vertical Fenestration Co a, c 0 z U= ID: U= ID: U= ID: U= ID: 0.30 Non -Metal Frame U-0.30 x m a> U= ID: Alum Storefront with Thermal Break U= ID: U= ID: U= ID: 0.40 318 127.2 0.38 I 318 I 120.8 Metal Frame, Fixed U-0.38 0 0 m a> U= ID: Storefront Entry Doors U= ID: U= ID: U= ID: 0.40 42 16.8 0.40 I 42 I 16.8 Metal Frame, Operable U-0.40 Mtl entrance U= ID: U= ID: U= ID: U= ID: 0.60 Metal Entance Door U-0.60 rn T N N 9.; Q U= ID: U= ID: U= ID: U= • ID: 0.50 All types U-0.50 Page 2 Subtotal Page 1 Subtotal To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total Area UA 831 318 5775 467 6606 786 Area UA 831 312 5775 467 6606 779 UA DOES NOT COMPLY pk • J b architectural group, p.s. January 10, 2014 Bill Rambo Permit Technician Dept. of Community Development City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, Washington re: Correction Letter #1 Development Permit Application #D13-0380 Topline Products T.I. —1105 Andover Park W. PKJB No. 13072.00 Dear Bill, RECEIVED CITY OF TUKWILA JAN 1 3 2014 The following is the response to your correction letter dated December 31, PEIRMVIIT CENTER Building Department: Dave Larson at 206-431-3678 if you have questions regarding these comments. 1) The WSEC Mechanical and Interior Lighting Summary forms were submitted using 2009 forms and need to be 2012 forms. There have been some changes that may affect this project. The WSEC forms were 2012, however the copy we had from the State's website, had a header still reading 2009. The forms have been updated to 2012 WSEC forms that do not include this heading. The State's website has since corrected the error. 2) The 2012 WSEC requires R-49 insulation in the ceiling. Please revise plans and forms where applicable. The plans did not reference this insulation, however the WSEC forms did. Please see the revised R -value on page 3 of the WSEC Envelope summary form. PW Department: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. (This section of the letter references backflow reports that were two years overdue to the City from the property owners.) CORREQTION LTR# II 9 South Hain Street, Suitt 110 Seattle, WA. 98104 p 206 624 3210 f 206 624 3213 X3• 0384 Bill Rambo January 10, 2014 Page 2 • The back flow reports have been submitted to the Public Works Department by the Property Manager. Please let me know if you have any questions or concerns. Si cerely, Veronica Finney, Assoc. AIA + IIDA I L Green Assoc. Project Manager Attached City of Tukwila Department of Community Development December 31, 2013 VERONICA FINNEY 119 S MAIN ST #410 SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D13-0380 TOPLINE PRODUCTS — 1105 Andover Pk W. Dear VERONICA FINNEY, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Dave Larson at 206-431-3678 if you have questions regarding these comments. • 1. The WSEC Mechanical and Interior Lighting Summary forms were submitted using 2009 forms and need to be • 2012 forms. There have been some changes that may affect this project. 2. The 2012 WSEC requires R-49 insulation in the ceiling. Please revise the plans and forms where applicable. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • In accordance with WA 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. This program requires elimination or control of any cross -connection between the distribution system and consumer's water system by the installation of an approved backflow device. The subject building has all necessary backflow preventers installed; however they are overdue for mandatory annual testing. a) This building shares a 10" fire line connection with the building to the east (1125-1139 APW). The 10" Detector Double Check Valve Assembly (DDCVA) is overdue for testing. It was due for testing in August 2013, however we have not yet received test reports. We also did not receive tests in 2012. The last test reports the City received were from September 2011, making it two years overdue. b) This building has six addresses and 7 domestic water connections. A 4" Reduced Pressure Principle Assembly (RPPA) was installed upstream of the meters that protects the service connections to three of the addresses (1105, 1109 and 1111 APW). These meters are in a group at the north end of the building. This RPPA is overdue for testing. It was also due August 1013 and the City has not yet received a test report. Please have the above backflows tested by a certified tester and submit passing backflow test reports as revision to Topline Products D13-0380 permit. Please note that on December 27, 2013 a separate letter addressing backflow deficiencies will be mailed to Prologis, Inc. representing the property owner. Please address the attached comments 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. Ginn .Qnuthrantar Rnulavnrd .Quito lel(W) • Tukwila Wnchinotnn OR1RR • Phnna 711K_d?1-?67n • Priv- 2f6-4?1-4#if'.S • • 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. D13-0380 R-Aik 6300 Southcenter Boulevard Suite #100 • Tukwila WashinEton 98188 • Phone 206-431-3670 • Fax 206-431-3665 C ---- i City of Tukwila Department of Public Works 908 December 26, 2013 Prologis, Inc. 12720 Gateway Dr, Suite 110 Tukwila, WA 98168 RE: TOPLINE Products Tenant Improvement 1105 Andover Park West, Suite 113 Permit No. D13-0380 • Jim Haggerton, Mayor Bob Giberson, P.E., Director To Whom It May Concern: 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 subject building has all necessary backflow preventers installed; however, all backflows are overdue for mandatory annual testing. a) This building shares a 10" fire connection with the building to the east (1125-1139 APW). The 10" fire line Detector Check Double Assembly (DDCVA) is overdue for testing. It was due for testing in August 2013 and the City has not yet received test reports. We also did not receive tests in 2012. The last test report received was dated September 2011, making it two years overdue. b) This building 8" has six addresses and seven domestic water connections. A 4" Reduced Pressure Principle Assembly (RPPA) was installed upstream of the meters that protects the service connections to three of the addresses (1105, 1109 and 1111 APW). These meters are in a group at the north end of the building. This 4" RPPA is overdue for testing. It was also due last August and we have not yet received a test report. If you need assistance in locating the above backflows in the field please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department at (206)433-1860. The Public Works Director will withhold issuance of the TOPLINE Products Tenant Improvement permit until the Permit Center receives test reports for the above backflows. Please contact me at (206) 431-2440 or via email at joanna.spencer@tukwilawa.gov if you have any questions. Sincerely, anna Spencer Development Engineer cc: Bryan Still Veronica Finney W:PW Eng/Other/Joanna Spencer/Letter topline 122613) PERMANENT FILE COPY Dia- 0380 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206-431-3665 Joanna Spencer From: Todd Reedy Sent: Monday, December 23, 2013 2:54 PM To: Joanna Spencer Subject: RE: 1105-1121 APW D13-0380 Hi Joanna, Regarding 1105-1121 APW: - This building shares a 10" fireline connection with the building to the east (1125-1139APW). The 10" fireline DCDA is overdue for testing. It was due for testing in August 2013 and we have not yet received test reports. We also did not receive tests in 2012. The last test reports we received were from September 2011, making it two years overdue. -This building has six addresses and 7 domestic water connections. A 4" RPBA was installed upstream of the meters that protects the service connections to three of the addresses (1105, 1109, and 1111 APW). These meters are in a group at the north end of the building. This 4" RPBA is overdue for testing. It was also due last August and we have not yet received a test report. -There are 4 domestic water meters at the south end of the building in a group that serves the addresses 1113, 1115, and 1121 APW. There are no RPBA's installed on these services for premise isolation. All 4 of the meters are 1". Sorry if my description is confusing. Let me know if you need any clarification. This is one of the areas where the water mains and services are private and the City only owns the meters. From: Joanna Spencer Sent: Monday, December 23, 2013 10:55 AM To: Todd Reedy Cc: Han Kirkland; Joanna Spencer Subject: 1105-1121 APW D13-0380 Good Morning Todd, Are they current on their backflows ? Thanks, Joanna x1640 PERMANENT FILE COPY 1 D 13- 0380 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-0380 DATE: 02/04/14 PROJECT NAME: TOPLINE PRODUCTS SITE ADDRESS: 1105 ANDOVER PK W Original Plan Submittal Response to Correction Letter# X Revision # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division 11.11 MC7 02-11/111 Public Works . Structural ❑ Permit Coordinator AM AP+ -366( Fire Prevention Planning Division p PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 02/06/14 Structural Review Required REVIEWER'S INITIALS: DATE: CI APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/06/14 n CI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 • • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-0380 DATE: 01/13/14 PROJECT NAME: TOPLINE PRODUCTS SITE ADDRESS: 1105 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 101.14C' IIg��/�114 Building Division 11 Public Wor s` Fire Prevention Structural ❑ Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/14/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 02/11/14 ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Notation: Denied (ie: Zoning Issues) W e A' REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 -.PERMIT COORD COPY r PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-0380 DATE: 12/19/13 PROJECT NAME: TOPLINE PRODUCTS SITE ADDRESS: 1105 ANDOVER PK W, STE 1113 X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: i abn-q AiiUc Building Division Fire Prevention " l' bAAI \7'1(11'5 Public Works ® Structural Planning Division s Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/24/13 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/21/14 Approved nApproved with Conditions n Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: jj I -� 1`1 Departments issued corrections: Bldg Fire ❑ Ping ❑ PWN— Staff Initials: VW 12/18/2013 PROJECT NAME: 11 ir e>s SITE ADDRESS: k� �- ,bPk- U) PERMIT NO: • 1) 1 r 0 3 80 ORIGINAL ISSUE DATE: 1—)-)—i REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS a, -1-i—( t U5Gt/f/C,' , i Summary of Revision: ne(pc44,,,..Q� ) ,r ;cAr. ov-, r, tot/cl L Received by e -1 --- 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: http://www.TukwilaWA.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: 02/03/2014 Plan Check/Permit Number: D13-0380 • 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: Topline Products TI Project Address: 1105 Andover Park West Contact Person: Veronica Finney Phone Number: (206) 624-3210 Summary of Revision: This is the first revision since permit issuance. The revision notes and clouds are tagged with a delta #2 because the #1 are from the corrections requested by the building department during the permitting process. The only chnage to the permitted work in this revision set is the location of a proposed door between the office and the warehouse has been moved to an adjacent wall. Please see sheets A1.1 & A1.2 for the new proposed location. Sheet Number(s): A1.1 & A1.2 "Cloud" or highlight all areas of revision including date of revis n Received at the Cityof Tukwila Permit Center b : Y Entered in Permits Plus on .2-7"1-4 �( I QTY OF TUKWILA FEB .0.4 2014 PERMIT CENTER H:\Applications\Forms-Applications On Line\2010 Applications \7-2010 - Revision SubmittaLdoc Revised: May 2011 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan ChecWPermit Number: D13-0380 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Topline Products Project Address: 1105 Andover Pk W Contact Person: \. —0\40( fAV.S\ Summary of Revision:ttakILEA crry o IiAPU13 2014 PeRMr r cams' one Number: rA1! -1Q24 ' A0 Vvf \ trgn201�..�. Ju�(YtC V► telle4 - ( . Sheet Number(s): k - J' V "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Au "Entered in Permits Plus on 6/ //3// \applications\forms-applications on Zine\revision submittal Created: 8-13-2004 Revised: JOHNSON TENANT IMPROVEMEE INC 0 Washington State Department of Labor & Industries Page 1 of 2 JOHNSON TENANT IMPROVEMENT INC Owner or tradesperson JOHNSON-WOLSEY, WILLIAM STERLI Principals JOHNSON-WOLSEY, WILLIAM STERLI Doing business as JOHNSON TENANT IMPROVEMENT INC WA UBI No. 601 223 621 PO BOX 1149 BOTHELL, WA98041-1149 425-486-2442 KING, County Business type Corporation Governing persons WILLIAMSJOHNSON-WOLSEY License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ....................................... ... . Meets current requirements. License specialties GENERAL License no. JOHNSTI092PA Effective — expiration 10/01/1991 —10/07/2015 Bond CBIC Bond account no. SA6988 Received by L&I 10/05/2001 Insurance American Fire & Casualty Co Policy no. BLA52999023 Received by L&I 09/13/2013 Savings No savings accounts during the previous 6 year period. $12,000.00 Effective date 10/02/2001 $1,000,000.00 Effective date 10/02/2013 Expiration date 10/02/2014 httnc•//cennre 1ni wa any/verify/Detail_asnx?i1Ri=601223621&LIC=JOI-INSTIO92PA&SAW= 01/27/2014 JOHNSON TENANT IMPROVEMET INC Lawsuits against the bond or saving No lawsuits against the bond or savings during the previous 6 year period. Tax debts No tax debts during the previous 6 year period. License Violations No license violations during the previous 6 year period. • Page 2 of 2 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 573,463-00 Doing business as JOHNSON TENANT IMPROVEMENTS Estimated workers reported Quarter 3 of Year 2013 "4 to 6 Workers" L&I account representative T2 / CINDY MORGAN (360)902-4825 - Email: MOCI235@Ini.wa.gov Workplace safety and health No inspections during the previous 6 year period. © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Access ti 1Va;sil ngtono' <.Hkbi stm, G.-nvrnmeq t kh :iltr https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601223621 &LIC=JOHNSTIO92PA&SAW= 01/27/2014 PROLOGIS TOPLINE PRODUCTS T. FILE COPY ._..,..A 14. Met TUKWILA , WASHINGTON GENERAL NOTES 1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE. 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS (IF REQUIRED). 6. ALL WOOD COMING IN CONTACT W/ CONCRETE. 514ALL BE PRESSURE TREATED (DECAY RESISTANT). 1. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY NE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. S. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND DETAILS. 11. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. 12. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA "10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 13. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 14. BIDDER DESIGN WORK TO BE APPROVED BY OWNER 4 ARCHITECT PRIOR TO CONSTRUCTION. 15. THE MEANS OF EGRESS INCLUDING THE EXIST DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED PER IBC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS. 16. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE UNLATCHING IS ALLOWED. 1105 - 1121 ANDOVER PARK WEST PROJECT SCOPE DEMO OF PORTION OF EXISTING OFFICE INCLUDING TWO (2) PRIVATE OFFICES AND STAIRS TO A MEZZANINE. INSTALL 508 SF OF NEW OPEN OFFICE AREA INSTALL TO INCLUDE THE REMODELED BREAK ROOM AND ONE (I) SERVER ROOM. LEGAL DESCRIPTION POR SW 1/4 OF SE 1/4 OF SEC 26-23-4 4 OF NW 1/4 OF NE 1/4 OF SEC 35-23-4 - BEG SE COR OF SW 1/4 OF SE 1/4 OF SEC 26-23-4 TH N 01-41-29 E 140.16 FT TH N 81-55-02 W 140101 FT TH S 01-51-03 W 13 FT TH N 81-55-02 W 96,94 FT TH ALG CURVE TO LFT RAD 20 FT ARC DIST 11.63 FT THRU C/A 50-29-58 TAP OF REV CURVE TH ALG CURVE TO RGT THE CENTER BEARING N 48-25-00 W RAD 35 FT ARC DIST 6832 FT TO TPOB TH 63-25-19 W 55.61 FT TH 01-51-03 W 18050 PT TH N 81-55-02 UI 219.04 FT TH N 02-24-12 E 684.96 FT TO S LN OF SEC 26 TH N 01-I2-25 E 250.06 FT TH S 81-55-02 E 186.09 FT TH 42-29-I6 E 120.81 FT TAP OF CURVE TH ALG SD CURVE TO LFT THE CENTER BEARING 5 41-11-34 E RAD 35 FT ARC DIST 45.26 FT THRU C/A 14-05-25 TO TPOB LESS UP RR OPER R/W IN NE 1/4 OF 35-23-04 SEPARATE SUBMITTALS CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL DEFERRED WORK INCLUDING: ELECTRICAL PLUMBING MECHANICAL FIRE SPRINKLERS PROJECT TEAM OWNERS: PROLOGIS 12120 GATEWAY DR, SUITE 110 TUKWILA, WA 98168 206.414.1600 CONTRACTOR: JOHNSON T.I. INC. 19613 81ST AVE. S. SUITE 'H' KENT, WA 98032 ARCHITECT: PKJB ARCHITECTURAL GROUP 119 5. MAIN ST SUITE 410 SEATTLE, WA 98104 206.6243210 DRAWING INDEX ARCHITECTURAL A-1.0 COVER SHEET A-1.1 DEMOLITION PLAN 4 FLOORPLANS A-1.2 REFLECTED CEILING PLAN 4 DETAILS A-13 PROLOGIS CUSTOMER FINISH STANDARDS 4 DETAILS [1 SITE & BUILDING INFO. TAXPAYER - TAX PARCEL NUMBER - PROJECT ADDRESS - GOVERNING BUILDING CODE - GOVERNING ZONING CODE - SITE STATISTICS ZONE - SITE AREA - ALLOWABLE LOT COVERAGE - REQUIRED BUILDING SETBACKS - FRONT - SIDE (INTERIOR) - SIDE (STREET) - REAR - ALLOWABLE FAR - ACTUAL FAR - !BUILDING STATISTICS ALLOWABLE HEIGHT - ACTUAL HEIGHT - CONSTRUCTION TYPE - OCCUPANCY TYPE PROLCGIS, INC. 12120 GATEWAY DRIVE, SUITE 110 TUKWILA, WA 98168 3523049110 1105 ANDOVER PARK W. SUITE 1113 TUKWILA, WA 98188 2012 INTERNATIONAL BUILDING CODE W/ WASHINGTON A`1ENDMENTS TUKWILA ZONING CODE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO CHANGE V -B SPRINKLED 5-1, B BUILDING AREAS OVERALL BUILDING AREAS: INTERNATIONAL BU EXTERIOR FOOTPRINT FULL BUILDING TENANT AREA THIS PERMIT- - EXISTING: WAREHOUSE OFFICE - PROPOSED: WAREHOUSE OFFICE (50S SF NEWS) AREA OF WORK ILDING CODE 100,200 SF 11,129 SF 10,335 SF 1,394 SF 9,821 SF 1,902 SF 19,02 SF OCCUPANT LOADS PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE 1. WAREHOUSE 2. OFFICE TOTAL OCCUPANT LOAD : 39 TOTAL EXITS REQUIRED : 1 TOTAL EXITS PROVIDED = 2 9,821 SF e 500 SF / OCCUPANT OCCUPANT LOAD = 20 1,902 SF e 100 SF / OCCUPANT OCCUPANT LOAD = 19 ENERGY CODE REQ. GOVERNING ENERGY CODE: 2012 WASHINGTON ENERGY CODE COMPONENT PATH BUILDING SPACE TYPE HEAT IS 'OTHER' (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - CLIMATE ZONE I CEILING TILES INSULATION BUILDING ROOF (NO ATTIC) OPAQUE WALLS METAL FRAMING WOOD FRAMING 4 OTHER OPAQUE DOORS FLOOR OVER UNCONDITIONED SPACE SLAB -ON -GRADE VERTICAL GLAZING R-49 EXISTING R-19 W R1.5 CONT RIGID INSUL. R-21 U-.60 N/A EXISTING EXISTING PROVIDE OCCUPANCY SENSOR AT ALL LOCATIONS WHERE REQUIRED BY WSEC SECTION 1513.1 4 15133 PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS REQUIRED BY WSEC SECTION 1513.6. PLUMBING FIXTURES PER TABLE 2902.1 OF THE INTERNATIONAL BUILDING CODE 'B' OCCUPANCY- 200 SF PER OCCUPANT 'S' OCCUPANCY- 5000 SF PER OCCUPANT TOTAL OCCUPANTS - 1,902 SF/200= 9,821 SF/5000: NUMBER OF FIXTURES REQUIRED (1-10 OCCUPANTS) - NUMBER OF FIXTURES PROVIDED - 4I4H++FIIHfHIIHi1FFFIH111H441H -1+14141- llt14F+11F1tif+41-H11+1H14 +HH+11114++fi+FlHil+it{itf+6hFH1FfHHN1411tHHtH141114 IFHIHtIifHllt 111 THHtlffHtlltt+ft+4Htl}tl+ll 1/111 iiinf t$Q# 4 �TTr l 4-141-1111114+H+IIIIHH If i41-HiliHiflH4fHtI+Htltl+11111+ift+i+1+ItFHH41+i4++liiFf+lif+llHtIHI-tiffiH4fH+Iii++IFtit filiiiNH111iN`fiVil;%1A1i' fiil`{li1lki+titkti}t IIItHIHitHIHH4+411-1+14F+H+H+IHHtItHil+Hti+lili+h H 1111-1+14+11H11+ittiffi}II HfI 10 OCC. 2 OCC. 12 TOTAL 1/2 (M/F) 6 OCC EA. M/F 1 EA. M/F 2 TOTAL 305 - 321 ANDOVER PARK WEST (NO WORK THIS PERMIT) TENANT AREA THIS PERMIT #17#1/ 1125 - 1139 ANDOVER PARK WEST / (NO WORK THIS PERMIT) L 1fHH+HI++F+f+14H1f111411+H1444+FH+4411IHHH+H+HIf fHF++HHi+f11+1111111 I I I I H -H++1 FHHI++if4F114 RH1144111+11+ 41114141111111H+H+1++1f+l++FHIFH+HHfI it++t+Hif IH ItItHt14tH4+H114fI44IHfffIfit FHl4tttfit1Hf114i4littttttt14ftHttttttti ,111+++11111114+11 I1/1ffi+11114 t#11f+i1+ 1114+1111+l?ifi4T4iifflarrittrat SITE PLAN SCALE: NTS ANDOVER PARK WEST 4+1 11411441 44H4HIHH{HHHIH1#HH1HIfH11HHtHIHH+I HfHI+ +TFFTfTlIT1f IH+ffl+11-141 4ii4H+-14+14 Ni+3FF ij t 335 - 351 ANDOVER PARK WEST % (NO WORK THIS PERMIT) NHHHiff1111++it11IHIH1414+H1+111tH1+411fit+11+11+1+Ht1111+F111H14+ti11144+i+H+HlitiHttHHi111111 HI+HHiH4H+iiHifiii411FUHi+iiifiHUII+IHHifIHH144114H 11111111111+441HH-fl11+111I1Hi1HffF+H414141Iili+fHi+HH114FHiiif /iii IFH+ FHH-1+HHMI 1tH HHt+H-1+HH4fli4H+H-H+fHfHt11 ANDOVER PARK WEST LEGEND KEY: WALLS, DOORS 4 WINDOWS TO BE REMOVED. PATCH FLOOR, ADJ. WALL 4 CEILING AS NEEDED TO RECEIVE NEW FINISH. EXISTING WALLS TO REMAIN NEW 3 Y' 20 GA MIL STUD WALL 9 24' OC WI a/8 TYPE 'X' GWB EACH SIDE. PAINT PER BUILDING STANDARD. SOUND BATTS AS INDICATED ON PLAN. NEW 6' 18 GA M7L STUD WALL e 24' OC W/ %a' TYPE 'X' GU)B EACH SIDE. PAINT PER BUILDING STANDARD. SOUND BATTS AS INDICATED ON PLAN. 10 NEW 3'-0' X 1'-0' SOLID CORE CLEAR FINISH BIRCH DOOR AND 'TIMELY' FRAME PER FINISH STANDARDS. PASSAGE SET, LEVER HANDLES, 3 HINGES, 3 SILENCERS PER FINISH STANDARDS. DOOR CLOSER AS INDICATED. EXISTING DOOR TO REMAIN. SYMBOLS ROOMNAME 101 0 CD DETAIL GRID LINES - COLUMN ROOM NAME AND NUMBER DFOR CODE COMPLIANCE APPROVED r FEB 13 2014 REVISION TAG i"rt ' Ib ukwila L ALDINC DIVISION DOOR TAG ILLUMINATED EXIT SIGN ARROW INDICATES DIRECTION ILLUMINATED EXIT SIGN WITH EGRESS PATH LIGHTING WITH BATTERY BACKUP SYSTEM EGRESS PATH LIGHTING ON BATTERY BACKUP SYSTEM VICINITY MAP SUBJECT SITE O 4879 REGISTERED ITECT RE TATE PERCICH F WASHINGTON PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206,624.3243 e-mail: bobk@pkjb.com C 0 a) 0 These plans and specifications are the property of PKJB Architectural Group, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/16/13 FOR OWNER REVIEW 12/18/13 FOR PERMIT 01/24/14 FOR CONSTRUCTION 02/03/14 FOR RESUBMITTAL 2 02/03/14 OWNER REVISIONS Revision Record 1 01/10/14 BLDG DEPARTMENT CORRECTIONS 2 02/03/14 OWNER REVISIONS TOPLINE PF.QDUCTS,UCTS INC.Ti UPLAND DISTRIBUTION CENTER 1105 ANDOVER PARK W. STE. 1113 TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 REVISION NO:L p13- 03 $o RECEIVED CITY OF TUKWILA FEB 0 4 2014 PERMIT CENTER Date 02103114 Project No. 13072,00 Sheet Title COVER SHEET Sheet No. 1 ■ El Released for Construction Not Released for Construction BO' 0' FH IDHfhfH+ lrHI+H+HH4Hf+ fI HfHHf tfffH ff I-H+H Riff 1-H4+4+ V I III III � �I r/A::/$ 44.,ifd AV: Ad_fivre/AiyAry,/,:, e, 1 1 Fro..#74.e.r Artzzifi _-.__ ELM 49'-0' REMOVE PORTION OF EXIST. WALL AS INDICATED INCL. DOORS, ELEC. ETC. PATCH FLOOR, CEILINGS 4 ADJ. SURFACES AS REQ. FOR NEW FINISHES. REMOVE STAIRS TO MEZZANINE. ADD PARTIAL WALL AT MEZZ. ENTRY TO SEAL OFF ENTRY TO MEZZANINE. CUT 3'-0'X7'-0' OPENING FOR NEW LOCATION OF EXISTING RESTROOM DOOR--� REMOVE 4 RELOCATE DOOR TO WEST WALL OF MEN'S RESTRM — ALL DASHED WALLS, DOORS, GLAZING 4 FIXTURES TO BE REMOVED. PATCH OR REPAIR ADJ. SURFACES AS REQ. EXIST. OVERHEAD. DOOR TO REMAIN LOCKED IN OPEN POSITION. REMOVE EXISTING CLOSET. PATCH OR REPAIR ADJ. SURFACES AS REQ. FINISHES TO MATCH EXISTING. N REMOVE CASEWORK, DO NOT CAP PLUMBING. PLUMBING TO REMAIN IN TACT FOR INSTALL OF NEW CASEWORK NOTE: REMOVE ALL EXISTING FLOORING, PREP FOR NEW FINISHES. u�/j�/y/ DEMOLITION PLAN SCALE: VB . I 0 (A) 4W-0' GA EL BUILDING PLAN ,41.4n REVIEWED FOR CODE COMPLIANCE APPROVED FEB 13 2014 ALIGN NEW OFFICE AREA WALL W/ EXISTING RESTRM WALL. —I NEW 6' STUD WALL FULL HEIGHT TO MEZZANINE STRUCTURE. FINISHES TO MATCH EXISTING, TIP. WAREHOUSE 101 EXISTING RESTRM DOOR, RELOCATED TO WEST WALL OF MEN'S ROOM. City of Tukwila RIDING DIVISION v N INFILL DOORWAY. PATCH WALL TO MATCH EXISTING. WALL IN ELECTRICAL ROOM. KEEP 3 FT. CLEAR OF PANEL NEW HEAD WALL LEG. RM 08 NEW 3i' STUD WALL. HEIGHT TO MATCH EXISTING AT CEILING HEIGHT. FINISHES TO MATCH EXISTING. 7)11 �r N O a.- •NowNWP aim Alleorm 0 0 C) 4879 miA117 TARE TE REGISTERED ARG'Rt,TECT O'l. F . PERCICH WASHINGTON PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: bobk@pkjb.com These plans and specifications are the property of PKJB Architectural Group, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/16/13 FOR OWNER REVIEW 12/18/13 FOR PERMIT 01/24/14 FOR CONSTRUCTION 02/03/14 FOR RESUBMITTAL Revision Record 1 01/10/14 BLDG DEPARTMENT i \ CORRECTIONS /2\ 2 02/03/14 OWNER REVISIONS TOPLINE PRODUCTS, INC. TI UPLAND DISTRIBUTION CENTER 1105 ANDOVER PARK W. STE. 1113 TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 REVISION NO,], I INSTALL NEW STOREFRONT IN EXISTING OVERHEAD DOOR OPENING. MATCH EXISTING. REMOVE RAILS 4 LOCK DOORS ABOVE CEILING. ENLARGED FLOORPLAN !/ SCALE: 1l8 • 11-0' RECEIVED CITY OF TUKWILA FEB 0 4 2014 PERMIT CENTER Date 02103114 Project No. 13072,00 Sheet Title DEMOLITION PLAN & FLOOR PLAN Sheet N o. 0 Released for Construction Not Released for Construction 2'x4' ACOUSTICAL CEILING TILE (ACT) ��— JOIST THREAD CLG. 5USP. WIRE ATTACHMENT .-� CLG. WIRE 4"12 GA. WIRE 5 ' IC BRACE PER ASTM C AND ASTM C 636 'LAN STRUCTURAL FRAMING ACT 2x4 VERTICAL SEISMIC STRUT TO MEET ASTM C 635 ASTM C 636 NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 4 1613.1 SEISMIC SEPARATION JOINTS NOT REQUIRED FOR CEILINGS UNDER 2500 SQ FT IN AREA 41-0' MIN. SECTION CEILING DETAIL 1/2"=11-0" DOUBLE WALL JAMB STUD BOXED HEADER L I -1/2'x1 -1/2'x0'-3' xI8 GA W/(2) *10 SCREWS EA. LEG TOP AND BOT. DOUBLE BACK TO BACK 3505162-43 WI 350-T125-33 "10 xl SCREWS 6+ 16' OC HEADWALL DETAIL 1-1/2°=1'-0' 3�4 WALL FURRING AS REQUIRED PER PLAN EXISTING CONC. TILT UP WALL WITH PAINTED FINISH SHIM WINDOW HEAD 3'=11-0" PATCH 4 REPAIR AS REQ'D. TO RECEIVE NEW FINISH. ONTINUOUS SEALANT AROUND STOREFRONT WINDOW ANOD. ALUM. FRAME INSUL. GLASS IN ANOD. ALUM. FRAME ACOUSTICAL CEILING INSUL. TEMP. GLASS IN ANOD. MOD. ALUM. FRAME ANOD. ALUM. FRAME CONTINUOUS SEALANT AROUND STOREFRONT WINDOW CONC. SLAB ON GRADE STOREFRONT BASE 3":11-01 INSULATION PER PLAN ak 1111111111111111111111 11 111111111111111111 SUSP. ACOUST. TILE CEILING 4 GRID SYSTEM PER REFL. CEILING PLAN 2x4 RECESSED IC RATED FLUORESCENT LIGHT FIXTURE. PER REFL. CEILING PLAN CEILING DETAIL -1/2'=1'-0" *10x1SCREWS . (EVERYWHERE) PROVIDE BRACE AT MID SPAN BACK TO WALL. BOXED HEADER 350T125-43 INFILL WALL TRACK 6005162-54 (2) EXISTING CEILING TO TIE INTO NEW HEADWALL. 350TI25-43 INFILL WALL TRACK NEW CEILING TO TERMINATE INTO NEW HEADWALL. WRAP BOX BEAM WI %' GUJB 3 SIDES, PROVIDE EDGE BEADS AT CORNERS. HEADWALL DETAIL I-1/2'=I1w0' CAULK JOINT, TYP. PRE -MANUFACTURED PLAM COUNTER WI INTEGRAL BACKSPLASH 4 BULLNOSE FRONT EDGE. REFER TO AI3 FOR FINISH STANDARDS SINK Y4' PLYWOOD PLASTIC LAMINATE FINISH ON 3/41 PLYWOOD ON ALL EXPOSED SURFACES (TYP) STAINLESS TOE KICK AT SINK ATTACHED TO CABINET DOOR PER FINISH STANDARDS, TYP. FINISH FLOOR CABINET DETAIL @ SINK PLASTIC LAMINATE PER FINISH STANDARDS ALL SURFACES PROVIDE FILLER OR FINISHED SIDE AS REQ. ADJUSTABLE SHELVES; TYP: 24' DEEP COUNTER 4' INTEGRAL P. LAM. SPLASH NOTE: FIELD VERIFY SIZE OF BREAKROOM PRIOR TO CASEWORK FABRICATION. ft CASEWORK ELEV. NOTE: ALL CRSS MEMBERS 4 AIN RUNNERS • B: INDEPENDENT Y SUPPORTS• A AX. OF 8' PRO ENDS NOTE: TIE RUNNERS SPREAD I SE SMIC B PER ASTM AND ASTM NOTE: E ,• S MEMBERS " CHANNELS 0 ENDS MUST SUPPORTED WALL 6'-0' M • • TOG 055 ME CE C 635 C 636 ND SEISMIC STRUT. OF THE MAIL` TO PREVENT MAIN Pal LL BE SEC WA -LS FREENNERS 4 55 SECURED M T • E -• WALL 0 . THE OPPOSITE H CLEARANCE AND M 5-RUCTURE ABOVE. • • 12'-0' MAX. ACOUSTICAL CEI _ING TILE (2'x4') NOTE: ENTIRE A.C.N. CEILING SYSTEM CEILING D ETA I L SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 4 1613.1 w w tY t N I/ 1/ // /9 1'-0' CL 4 ' L4 2'-0' • 'I r/ / r I\ J J/ 1' // / ADJUST. STDS. WI MELAMINE SHELVES. Y' MELAMINE PANEL. 3/41 PLASTIC LAMINATE DOORS, TYP. PRE -MANUFACTURED PLAM COUNTER WITH INTEGRAL BACKSPLASH 4 BULLNOSE FRONT EDGE. REFER TO 413 FOR FINISH STANDARDS PLY DRAWER BOX WI MELAMINE BOTTOM. Y4' MELAMINE. PLASTIC LAMINATE FINISH ON 3/4' PLYWOOD ON DOORS, DRAWER FRONTS, SIDES, 4 TOP. MELAMINE INTERIOR. ADJUST. STOS. WI MELAMINE SHELVES. 4' KICK SPACE W/ STAINLESS STEEL PER FINISH STANDARDS. FINISH FLOOR CABINET DETAIL = 11-0' ADJUSTABLE SHELVES, TYP. 24' DEEP COUNTER 4' INTEGRAL P. LAM. SPLASH PLASTIC LAMINATE PER FINISH STANDARDS ALL SURFACES PROVIDE FILLER OR FINISHED SIDE AS REQ. NO BASE UNDER SINK TO PROVIDE I.U-IEELCHAIR ACCESS. MAIN OR CROSS TEE BEYOND BRACE TO STRUCTURE OR WALL 2 -Ys' X 12' MTL STUD BLOCKING AS REQUIRED FOR WALL BRACING- MAXIMUM UNBRACED LENGTH OF 8'-0'. ATTACH STUD TO TOP OF RUNNER WITH A MINIMUM OF 4 1x16 STEELER 023 ASTM A-446 SCREWS AS REQUIRED METAL CASING BEAD TOP RUNNER WITH 2 - 1x3f6 STEELER 023 ASTM A-446 SCREWS a 4'-0' 0.C. SOUND BATT A5 DIRECTED BY OWNER METAL STUDS m 2'-0' O.C., PER PLAN NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER IB.C. 2012 SECTIONS 808.1 4 1613.1 TYP. BRACING DETAIL 3":1'-0" NEW A.C.T. CEILING, MATCH 4 ALIGN WITH EXISTING ) ,�))) )) ) BRACING PER DETAIL MAIN OR CR055 TEE ACOUSTICAL SEALANT (TYP) METAL CASING BEAD TOP RUNNER SOUND BATT AS DIRECTED BY Ol1.NER METAL STUDS (SIZE PER PLAN) Q 2'-0' O.C. NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 4 1613.1 CEILING @ INT. WALL THE MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED PER IBC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL SHOWING ILLUMINATED EGRESS SIGNS AND PATHWAY LIGHTING (2 F.C. PER SQ. FT.) ON A BATTERY BACK-UP SYSTEM. CONTRACTOR TO VERIFY NUMBER OF FIXTURES REQUIRED TO MEET REQ'D LIGHT LEVELS. LIGHTING CONTROLS MUST USE DUAL SWITCHING IN OFFICES IN ORDER TO SATISFY LIGHT REDUCTION CONTROL REQUIREMENTS PER 2012 WSEC C4052.12 AND TO MEET THE TENANT NEEDS AND FUNCTIONALITY. THE DAYLIGHT AREAS IN OPEN OFFICE 101 ALONG THE EAST FACADE MUST MEET THE DAYLIGHT AREA CONTROL REQUIREMENTS PER MEC C405223. DUAL SWITCHING IS REQUIRED FOR THE PRIMARY AND SECONDARY ZONES OF EACH ROOM ADJACENT TO THE EAST STOREFRONT GLAZING. I'-5' 12'-0' RUNNERS 9 4'-0' 0.C. EXISTING FIXTURE TO REMAIN INFILL A.C.T. CEILING TO MATCH AND ALIGN WITH EXISTING. 10 1REVIE\NED FOR CODE COMPLIANCE APPROVED FEB 132014 City of Tukwila BUILDING DIVISION r N BRACING A5 REQ. SEE DETAIL 41,412 EXISTING EGRESS LIGHTING SIGNAGE EXISTING A.C.T. CEILING NEW 2X4 FLUORESCENT LIGHT FIXTURE tr N • EA) !VISION. NOEL REFLECTED CEILING PLAN DB'". 0380 SCALE: 1/8" = 11-0" RECEIVED CITY OF TUKWILA FEB 0 4 2014 PERMIT CENTER 4879 REGIS RED AR►' :CT 0 U a) 0 EGG 14 RCICH TE OF WASHINGTON PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: bobk@pkjb.com These plans and specifications are the property of PKJB Architectural Group, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/16/13 FOR OWNER REVIEW 12/18/13 FOR PERMIT 01/24/14 FOR CONSTRUCTION 02/03/14 FOR RESUBMITTAL Revision Record 1 01/10/14 BLDG DEPARTMENT CORRECTIONS 2 02/03/14 OWNER REVISIONS TOPLINE PRODUCTS, INC. TI UPLAND DISTRIBUTION CENTER 1105 ANDOVER PARK W. STE. 1113 TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 02103114 Project No. 13072,00 Sheet Title REFLECTED CEILING PLAN & DETAILS Sheet No. a2 ❑ Released for Construction Not Released for Construction Customer Finish Standards Revised: February 09, 2012 DIVISION 1 GENERAL REQUIREMENTS 1.1 CODES: All construction shall comply with local, state and federal codes and regulations, including all ADA standards. 12 JOBSITE CONDITIONS: All contractors must verify existing job conditions prior to bid. 13 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 4 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 (I) 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. lb EXISTING CONDITIONS: These finish standards shall be modified to match existing conditions with written approval from the Prologis Project / Property Manager 1.1 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-1551. Dowel the new concrete patch to the existing slab with 1/2' steel dowels, extending a minimum of 8' into slab at 15' o.c., secured with epoxy. Use 4,000 p.s.1. (at 28 days) concrete for the pour back. All trench patching in the warehouse area shall have a 1/5 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 1f 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' AFF., set in 3'-0' of concrete at each grouping of electrical transformers and panels and at all sprinkler risers in all warehouse areas and other locations exposed to vehicular traffic. Paint new and existing bollards 051 -IA '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" AFF. 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 Wllsonart 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 Zyrgon System slides or approved equal. The hardware shall be 96mm wire pulls, 125deg. Blum hinges or approved equal. The cabinet(s) shall be 6'-0" long minimum and 34" high. Each cabinet shall have one row of drawers over doors. The maximum depth for cabinet and countertop should be 24". 62 COUNTERTOPS: The countertops shall be plastic laminate by Wllsonart 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. 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. 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 10 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). Contact adhesives shall have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24) DIVISION 1 THERMAL AND MOISTURE PROTECTION 1.1 ROOF INSULATION: The roof insulation above conditioned area ceilings shall be R-19 (or as required by the energy compliance calculation), unfaced fiberglass batty, 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. 12 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 -I3 at all furred exterior concrete wall atconditioned spaces. Provide a vapor barrier where required by code. 1.3 ACOUSTIC INSULATION: Furnish and install 3 12' unfaced fiberglass batt acoustic insulation in all toilet and shower room walls and ceilings, and demising wall at office area 1.4 INSULATION FACING: All exposed fiberglass batt insulation shall have a white PSK -25 or approved equivalent facing. 1.5 ROOFING: The contractor shall use the building shell roofing contractor to patch all roof penetrations. 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 lead pipe flashing with screw clamp and elastomeric sealant and shall also be hot asphalt patched with 4 ply. lb ARCHITECTURAL SHEETMETAL: Furnish and install sheet metal cap flashing on top of any roof mounted wood sleepers approved by owner. 1.1 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 1'-0" x 1-3/4", solid core, birch, 8-3 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 butts per door U.ON. (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.ON. 52 NEW EXTERIOR DOORS/FRAMES: 20 guage, full flush, 1-3/4" thick hollow metal with fibrous honeycomb core. Install rain drip seal on new hollow metal doors. Frame: IS 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 ALIAS Saturn passage hardware on all doors except single accommodation toilet rooms which shall receive Schlage AL405 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.ON. 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.) 86 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 8.1 INTERIOR WINDOW FRAMES/GLASS: Interior windows shall be 1/4' clear tempered glass set in black 'Timely' frames (or anodized aluminum frames in the SF. Say Area) to match the interior door frames. Glazing height shall match door height, UONt width shall be as indicated on plans. 5.5 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 lavatories. 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. DIVISION 8 CONTINUED 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 9 FINISHES 9.1 FIRE RATED WALLS: Metal studs with one layer of 5/5' type 'X' gypsum board on each side from the Floor to the roof deck. 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.ON. Penetrations at one hour walls shall be fire safed or caulked. 92 FULL HEIGHT DRYWALL PARTITIONS (including tenant demising walls): Metal studs with one layer of 5/5' type 'X' gypsum board on each side from the floor to the roof deck. 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 93 OFFICE DRYWALL PARTITIONS: All partitions in areas with ceilings shall be undergrid 3-5/8' or 3-1/2" x 25 GA. metal studs at 24' o.c. with 5/8' fire code type 'X' gypsum board on each side. The ceiling grid shall be installed first with walls built to the grid. The intersection of the wall at the grid shall be snug and flush. Install 'L' metal trim at the top of the wall. Toilet room perimeter walls shall be built to 6' above grid. Furr perimeter concrete walls and interior columns in office areas to 6" above the grid. 9.4 OFFICE/TOILET RM. WALL/CEILING FINISH: All office drywall shall receive a light skip trowel textured wall finish Denver, Salt Lake City, Portland and Seattle area projects shall receive a smooth finish The skip trowel texture shall be the size of a quarter dollar coin. The finish shall be mocked -up on a 4'x4' piece of drywall on the jobsite for the owner's approval prior to final application. The toilet and shower room walls and ceilings shall have a smooth Finish and drywall ceiling installed at S'-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: U.here a partition meets a window mullion, furnish and Install an aluminum 'wall end cap' finished to match the storefront U.O.N. 9.1 WAINSCOT: Toilet room walls shall have 4'-6' high white FRP or plastic laminated wainscot set 6' AFF. U.ON. 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 the or equal, installed at 9'-0' AFF., U.ON. In all office areas except toilet and shower rooms. 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 tee, 11/2" cross tee, and 1/8' x 1/8' wall mold as manufactured by Donn or equal. Fire rated grid and tile shall be used where code requires. The grid color shall be white to match the tile exactly. 9.10 CARPET: Carpeting shall be. Designweave, Shaw (such as Lynchburg 26 series) or approved equal, loop graphic, solution dyed 100% nylon, 26 oz per square yard average yarn weight minimum, I/10th gauge, color to be selected from manufacturer's standard colors U.ON. Carpet shall be direct glue down U.O.N. 9.11 VINYL COMPOSITION TILE: Furnish and Install I/O' gauge, standard grade, VCT as manufactured by Tarkett or Armstrong. Install VCT in server rooms and IT closets. No VCT shall be installed In toilet rooms. 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. 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 Armstrong 'Suffield', 'Best of Both Worlds' or 'Seagate' installed In all new toilet rooms. 9.14 TRANSITION STRIPS: Furnish and install black vinyl transition strips at all changes In flooring material U.ON. 9.15 CERAMIC TILE: (Central Valley area only) Restrooms: Use 2x2 American Olean ceramic tile or equal slip resistant on floors and 4x4 ceramic tile on walls as noted on plans. Grout:. color to be selected from manufacturer's standard colors. The tile floor shall be cleaned after installation to remove excess mortar and grout. The grout shall be sealed per manufacturer's recommendations. 9.16 CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor sealer / hardener. 9.11 PAINT: On walls receiving a skip trowelled finish, apply one (I) coat of Interior flat latex paint, Sherwin Williams or equal in a standard light color. Lunch / break rooms, toilet and shower rooms and the wall at the coffee bar shall receive one (I) coat of latex semi -gloss enamel over one (I) coat of PVA sealer. Smooth finished walls shall receive two coats of eggshell latex paint. Paint the warehouse demising wall(e) and warehouse side of the office walls one (1) coat of interior Flat latex paint. All exposed warehouse columns I8-0" or taller shall be painted OSHA yellow to 12'-0" from AFF_ 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 5-210 sanitary napkin disposals In each women's toilet stall U.ON. Paper Towel Dispenser: Bobrick 5-369 (for single accommodation toilet rooms) or a Bobrick 5-3944 (for multiple accommodation toilet rooms) recessed paper towel dispenser with a waste receptacle U.ON. Seat Cover Dispenser: Bobrick B-221 seat cover dispenser in each toilet stall. Toilet Paper Holder: Bobrick 5-686 double toilet paper holder. Grab Bars: Bobrick No. 56506-36 and 86806-42 stainless steel per ADA. 102 TOILET PARTITIONS: Furnish and install metal, floor mounted, overhead braced toilet partitions with a backed enamel finish by Global Steel, 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. 112 LEVELER PIT: All exposed edges of the dock leveler pit shall be protected with steel corner angles. The existing steel angle or channel at the face of the existing dock shall be replaced with new steel integrally tied to the new pit. Do not overcut the corners when sawcutting the concrete slab for the new pit. On the exterior wall, all edges must have a clean 3" chamfer, accomplished by grinding the existing concrete with a %" chamfer and pouring the new concrete with a %" chamfer. 113 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: 12" wide x 25,000 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 I2"minimum into the building if there is no existing steel channel in the dock. Sawcut transition plate into the concrete Floor at the leading edge . 11.5 DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats with an 8" exposure. The projection shall be 10" standard or 21" at E.O.D.'s including wood blockouts. 11.6 DOCK SHELTERS: The fabric shall be 40 oz black hyplon. The projection shall be 24" standard and 36" at E.O.D.'s. 11.1 DOCK LIGHTS: Adjustable dock loading light with 40" extension. DIVISION 12 FURNISHINGS 12.1 BLINDS: All exterior windows, lncluding exterior warehouse windows and windows above any acoustic ceilings, shall receive mini -blinds by Sall 'Classic' or approved equal, with a valance, in a color to match the storefront aluminum color U.ON. The blinds shall be 'inside mounted' (between the vertical window mullions) flush with the inside face of the mullion. Storefront doors and any interior windows shall not receive blinds. Install blinds at all door DIVISION 15 PLUMBING 15.1.1 DESIGN BUILD: Unless engineered plumbing system drawings are included in the bid documents, the plumbing work shall be performed on a design -build basis. The design -build plumbing contractor shall furnish and install a complete and operative plumbing system to meet all local and state codes. 15.12 PLANS: Provide plumbing plans for architect's and owner's review and approval. 15.1.3 SEWER LINES: Sewer, soil and waste lines within the building below the finished floor elevation shall be schedule 40 ABS plastic or schedule 40 PVC plastic pipe. Sewer, soil and waste lines within the building above the finished floor elevation shall be standard weight cast iron. ABS piping may be used above the Finished floor if permitted by code and approved by the owner. 15.1.4 GAS LINES: All gas lines shall be run under the roof above the bottom cord of the trusses perpendicular or parallel to the existing roof structure. All new and existing gas lines within a single tenant space shall be connected to a separate gas meter. 15.1.5 PIPE MATERIAL: All pipe materials shall be subject to the requirements of the City and/or governing body. All domestic water, condensate and smltty 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 UP HDF single lever type Faucet assembly with a grid strainer and bright chrome Finish. Furnish and install a Handy -Shield Drain Cover 03011 Ulhite 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 U.F HDF single lever type faucet assembly with a grid strainer and bright chrome finish. Furnish and Install a Handy -Shield Drain Cover 03011 White by Plumberex Specialty Products under each lavatory. Water closet: American Standard, " Madera FloWise- Right Height" elongated, flush valve toilet, 11" height, model 3043.001 or approved equal in white, with an Olsonite "95 seat and a Sloan 0111 flush valve Urinal: American Standard, 'Allbrook', model 6541.132, or approved equal, white, with a 3/4' top spud and a Sloan 186-I flush valve. For Portland Area: American Standard, 'Wash: rook FloWise", model 6590.125, or approved equal, white. Coffee bar / Lunch Room sink: Elkay, model GECR 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 Flat Products, Molded -Stone, model FL -1, with 20 gallon capacity, with a Delta model 2123 laundry tub faucet. Shower enclosure: when specified as a customer upgrade use Florestone, wheelchair accessible fiberglass shower stall, 44-5214 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. Prinking fountain: If drinking fountain is specified on the plan, Elkay model EZTLBC, for the high -low drink fountain. If the local jurisdiction requires the protection for blind person, use Bobrick model "819298" grab bars 1 %" stainless steel. Install two grab bar, one at each end of the fountain. 15.1.1 CONDENSATE DRAINS: Furnish and install copper condensate drainage lines with proper venting for all HVAC equipment. The lines shall be no sna iler than 3/4' diameter and shall be located under the roof unless prohibited 104 code. PVC condensate line may not be used. 15.1.8 SHUT-OFF VALVE: Furnish and install a water line shut-off valve for the Restrooms in the toilet room wall, not above the ceiling, with an 8' x 8' stainless 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 152.1 DESIGN BUiLD: The fire protection work shall be performed on a design -build basis. The design -build fire protection contractor shall furnish and Insall 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. 1522 PIPE MATERIAL: All fire sprinkler piping shall be standard schedule 10 for 6" piping, and schedule 1 for 4° and 2 ''/z" piping U.ON. Schedule 5 pipe may not be used. 152.3 SPRINKLER HEADS: The fire sprinkler heads In areas with ceilings shall be chrome, semi -recessed, with white escutcheons. liken 'second lock' 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. 152.5 FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code. Extinguishers may be wall hung. 152.6 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 Ouner's property manager prior to performing any work on the Fire system, or deactivating the pump. DIVISION 15 HVAC 153.1 DESIGN BUILD: Unless engineered HVAC system drawings are included 1n 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. 1532 PLANS: Provide HVAC plans for architect's and owner's review and approval. 153.3 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. 153.4 UNITS: The HVAC units shall be gas/electric, bottom discharge, as manufactured by Carrier, Trans, 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 LCD) only may only be used in the Las Vegas or Phoenix markets. Then 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 hall guards on rooftop units 153.5 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.ON. The coolers shall be United Metal Products 'Sllmline' 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 apace U.ON. 153.1 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. 153.8 CONTROLS: The HVAC system shall be connected to a digital programable thermostat. All thermostats shall be mounted at 48' AFF. and shall have an automatic change -over feature. If freeze protection only 1s installed in the warehouse, the thermostat control should be mounted on the nearest building column at 10' AFF and aligned away from racking. 153.9 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. 153.10 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 apace. 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. 153.11 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. 153.12 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 blow. Restroom registers may be I'x2' If necessary. 153.13 FILTERS: Filters shall be located at the unit not at the return register. Replace all existing Filters after the completion of the construction. V' G.W.B. BOTH SIDES OVER MTL STUDS (SIZE PER PLAN) a 2'-0' O.C. WITH INSUL. AS NOTED PER LEGEND. FRAME PER BUILDING STANDARDS DOOR SILENCERS. DOOR PER BUILDING STANDARDS. " DOOR JAMB SIMILAR TYP. DOOR HEAD DETAIL 31.11-01 Au tl M"Ir111 111 MTL STUD WALL (SIZE PER PLAN) WI BATT INSUL. I SIDE 4 RIGID INSULATION OTHER SIDE. G.W.B. EACH SIDE PER FINISH STANDARDS. XDNI POWER DRIVEN HILTI FASTENER 24' OC EMBED 1-1/2' RUBBER BASE PER FINISH STANDARDS PATCH 4 REPAIR TO RECEIVE FINISH PER SCHEDULE "Intl Muni 4-a,, BASE @ W.H./ OFFICE 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. 162 PLANS: Provide electrical plans for architect's and owner's review and approval. 163 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 211/450 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 luminaires with standard acrylic lens and TO lamps with electronic ballasts U.ON., 50 foot candles minimum at 3' A.P.F. or maximize the luminaires permitted by the local energy code but no less than two (2) luminaires per office. Wire one (I) luminaire near the exit doors to provide 24 hour lighting. 16.1 TOILET ROOM LIGHTING: Furnish and install continuous recessed strip fluorescent luminaire along the wet wall (Lithonia RT5 or equal) In toilet rooms with lavatory tops and multiple toilet fixtures, install 6" recessed fluorescent can lights in Front of lavatory and toilet stalls. 168 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, Llthonia, Williams, LSI, or approved equal to achieve an average 20 foot candles of maintained light measured at 30' AFP. 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 (I) luminaire near each of the exit doors and office / warehouse doors to provide 24 hour lighting. All luminaires shall be hung on cable "Y" hangers. All luminaires shall be bi-level switched and installed with 15 feet of flex conduit. Luminaire placement is critical in buildings with an ESFR fire sprinkler system so that proper clearances are maintained. Locate luminaires midway between ESFR sprinkler heads or midway between sprinkler lines. Variations from this layout necessary to accommodate the tenant's racking must meet Fire code requirements. 16.9 OUTLET BOXES: All outlet boxes for wall switches, wall receptacles, telephone, etc. shall be galvanized steel or cast type boxes. 16.10 RECEPTACLES: Furnish and install two (2) IIOV duplex receptacles and one (I) 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. 16.12 GFI RECEPTACLES: Provide one GFI electrical outlet in each toilet room. Install GFI receptacles wherever required by code. 16.13 WAREHOUSE SWITCHING: The warehouse lighting must be controlled from light switches at the office/warehouse door or other owner approved location, not at the electrical panel. 16.14 ELECTRICAL CONDUIT / CONDUCTOR MATERIAL: All conduit shall be EMT. MC cable may be used in lieu of EMT where permitted by code. Romex may not be used. All conductors must be copper. 16.15 CONDUIT INSTALLATION: All conduits in areas without ceilings shall be installed at or above the bottoms of the trusses or beams. All conduits shall be run at 90 degrees or parallel to structural members, walls floors and ceilings. No conduit may be installed below the slab or on top of the roof without the owner's written permission. 16.16 TELEPHONE BOARD: Furnish and install one, 4'x8'x3/4', APA C-0 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. 16.11 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 NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL SE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 41613.1 EXTEND FRAMING ABOVE CLG TO MATCH EXISTING OFFICE WALL HEIGHT. +/- 12'-0' BRACE TO ADJACENT WALLS WHEN WALL LENGTH IS 8' OR GREATER, METAL STUD WALL PER PLAN W/ GWS PAINTED SMOOTH FINISH TO MATCH EXISTING W/ SOUND BATTS OR INSUL. AS SHOWN ON PLAN. SUSP. ACT W/ 2'x4' LAY IN PANELS, SEE PLAN FOR LAYOUT AND HEIGHT. CEILING HEIGHT PER PLAN 2' EDGE MOLDING TIP TO MATCH SUSP CLG SYSTEM. WALL DETAIL @W.H./ OFF 3'=1'-0" b(O38b 5/8' TYPE 'X' GWS OVER MTL STUDS (SIZE PER PLAN) PAINT TO MATCH EXISTING. SOUND BATT AS DIRECTED BY OWNER XDNI POWER DRIVEN HILTI FASTENER 24' OC EMBED 1-1/2' RUBBER SASE TO MATCH EXISTING. PATCH 4 REPAIR EXISTING FINISH. J�it�i Innlinn:uVII RECEIVED CITY OF TUKWILA FEB 0 4 2014 PERMIT CENTER WALL BASE @ OFFICE 3°=1'-0" amnia 41111..• 0 4879 REGISTERED ITECT 6‘A., PER CICH ASHINGTON PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e mail; bobk@pkjb.com Q These plans and specifications are the property of PKJB Architectural Group, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/16/13 FOR OWNER REVIEW 12/18/13 FOR PERMIT 01/24/14 FOR CONSTRUCTION 02/03/14 FOR RESUBMITTAL 2 02/03/14 OWNER REVISIONS Revision Record 1 01/10/14 BLDG DEPARTMENT A CORRECTIONS //\ 2 02/03/14 OWNER REVISIONS TOPLINE PRODUCTS, INC. TI UPLAND DISTRIBUTION CENTER 1105 ANDOVER PARK W. STE. 1113 TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 02103114 13072,00 Sheet Title PROLOG'S CUSTOMER FINISH STANDARDS Sheet No. EJ Released for Construction Not Released for Construction PROLOGIS TOPLINE PRODUCTS T. TUKWILA, WASHINGTON GENERAL NOTES I THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE. 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS (IF REQUIRED). 6. ALL WOOD COMING IN CONTACT W/ CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). 1. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. 8. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND DETAILS. 11. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. 12. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA *10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 13. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 14. BIDDER DESIGN WORK TO BE APPROVED BY OWNER 4 ARCHITECT PRIOR TO CONSTRUCTION. I. THE MEANS OF EGRESS INCLUDING THE EXIST DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED PER IBC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS. 16. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE UNLATCHING IS ALLOWED. INCI CNV'llzll SEPARATE PERMIT REQUIRED FOR: 1SkMeChanical IR Electrical Plumbing L'.Gas Piping Ci y of Tukwila BLilL TTIG DIVISION 1105 - 1121 ANDOVER PARK WEST -\ PROJECT SCOPE DEMO OF PORTION OF EXISTING OFFICE INCLUDING TWO (2) PRIVATE OFFICES AND STAIRS TO A MEZZANINE. INSTALL 508 SF OF NEW OPEN OFFICE AREA INSTALL TO INCLUDE THE REMODELED BREAK ROOM AND ONE (1) SERVER ROOM. LEGAL DESCRIPTION POR SW 1/4 OF SE 1/4 OF SEC 26-23-4 4 OF NW 1/4 OF NE 1/4 OF SEC 35-23-4 - BEG SE COR OF SW 1/4 OF SE 1/4 OF SEC 26-23-4 TH N 01-41-29 E 140.16 FT TH N 81-55-02 U 140.61 FT TH S 01-51-03 W 13 FT TH N 81-55-02 W 96.94 FT TH ALG CURVE TO LFT RAD 20 FT ARC DIST 11.63 FT THRU C/A 50-29-58 TAP OF REV CURVE TH ALG CURVE TO RGT THE CENTER BEARING N 48-25-00 W RAD 35 FT ARC DIST 6832 FT TO TPOB TH S 63-25-19 U 55.61 FT TH S 01-51-03 U 18050 FT TH N 81-55-02 W 219.04 FT TH N 02-24-12 E 684.96 FT TO S LN OF SEC 26 TH N 01-12-25 E 250.06 FT TH S 81-55-02 E 186.09 FT TH S 42-29-16 E 120.81 FT TAP OF CURVE TH ALG SD CURVE TO LFT THE CENTER BEARING S 41-11-34 E RAD 35 FT ARC DIST 45.26 FT THRU C/A 14-05-25 TO TPOB LESS UP RR OPER R/UJ IN NE 1/4 OF 35-23-04 SEPARATE SUBMITTALS CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL DEFERRED WORK INCLUDING: ELECTRICAL PLUMBING MECHANICAL FIRE SPRINKLERS PROJECT TEAM OWNERS: PROLOGIS 12120 GATEWAY DR, SUITE 110 TUKWILA, WA 98168 206.414.1600 CONTRACTOR JOHNSON T.I. INC. 19613 81ST AVE. S. SUITE 'H' KENT, WA 98032 ARCHITECT: PKJB ARCHITECTURAL GROUP 119 S. MAIN ST SUITE 410 SEATTLE, WA 98104. 206.6243210 DRAWING INDEX ARCHITECTURAL A-1.0 COVER SHEET A-1.1 DEMOLITION PLAN 4 FLOORPLANS A-12 REFLECTED CEILING PLAN 4 DETAILS A-1.3 PROLOGIS CUSTOMER FINISH STANDARDS 4 DETAILS SITE & BUILDING INFO. TAXPAYER - TAX PARCEL NUMBER - PROJECT ADDRESS - GOVERNING BUILDING CODE - GOVERNING ZONING CODE - SITE STATISTICS ZONE - SITE AREA - ALLOWABLE LOT COVERAGE - REQUIRED BUILDING SETBACKS - FRONT - SIDE (INTERIOR) - SIDE (STREET) - REAR - ALLOWABLE FAR - ACTUAL FAR - BUILDING STATISTICS ALLOWABLE HEIGHT - ACTUAL HEIGHT - CONSTRUCTION TYPE - OCCUPANCY TYPE - PROLOGIS, INC. 12120 GATEWAY DRIVE, SUITE 110 TUKWILA, UA 98168 3523049110 1105 ANDOVER PARK W. SUITE 1113 TUKWILA, WA 98188 2012 INTERNATIONAL BUILDING CODE WI WASHINGTON AMENDMENTS TUKWILA ZONING CODE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO CHANGE V -B SPRINKLED S -I, B BUILDING AREAS OVERALL BUILDING AREAS: INTERNATIONAL BU EXTERIOR FOOTPRINT FULL BUILDING TENANT AREA THIS PERMIT- - EXISTING: WAREHOUSE OFFICE - PROPOSED: WAREHOUSE OFFICE (508 SF NEWS) AREA OF WORK REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. MOTE: Revisions will require a new plan submittal and may include additional plan review fees. _ ILDING CODE 100,200 5F 11,129 5F 10,335 5F 1,394 5F. 9,821 SF 1,902 SF 19,02 SF OCCUPANT LOADS PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE I. WAREHOUSE 2. OFFICE TOTAL OCCUPANT LOAD = 39 TOTAL EXITS REQUIRED = 1 TOTAL EXITS PROVIDED : 2 9,821 SF 6 500 SF / OCCUPANT OCCUPANT LOAD = 20 1,902 SF A 100 SF / OCCUPANT OCCUPANT LOAD = 19 ENERGY CODE REQ. GOVERNING ENERGY CODE: 2012 WASHINGTON ENERGY CODE COMPONENT PATH BUILDING SPACE TYPE HEAT IS 'OTHER' (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - CLIMAT • EI CEILING TILES INSULATION R-49 BUILDING ROOF (NO ATTIC) EXISTING OPAQUE WALLS METAL FRAMING WOOD FRAMING 4 OTHER OPAQUE DOORS FLOOR OVER UNCONDITIONED SPACE SLAB -ON -GRADE VERTICAL GLAZING PROVIDE OCC A 11 CY S WSEC SECTION 1513.1 4 15133 SO AT ALL LOC R -I9 W R15 CONT RIGID IN R-21 U -.60 N/A EXISTING EXISTING • • NS REQ I D BY PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS REQUIRED BY WSEC SECTION 1513.6. PLUMBING FIXTURES i L. PER TABLE 2902.1 OF THE INTERNATIONAL BUILDING CODE 'B' OCCUPANCY- 200 SF PER OCCUPANT '5' OCCUPANCY- 5000 SF PER OCCUPANT TOTAL OCCUPANTS - 1,902 SF/200: 9,821 SF/5000= NUMBER OF FIXTURES REQUIRED (1-10 OCCUPANTS) - NUMBER OF FIXTURES PROVIDED - 10 OCC. 2 OCC. 12 TOTAL 1/2 (M/F) 6 OCC EA. M/F 1 EA. M/F 2 TOTAL ++ttHiHH1114H+114 H+tIHi4+11tH+HH+ttt++ttHit+Hifi}}HiiilHt++tttH+Hi+If+H+tlfHt}Ii+HtHf1tiH+IHH+H fifii+ltt}}ItftttNfIff IHtlttitlHIHfHiffII1+111HIHffHlfitllliffit1#/11itffy-f/HNftfHtH+I1HttIfHHifi++HHffffffHimitioi t4ti;+"}4ItII� HH+FHt414++tH+H+HHitlHifHtRIlif+l4tH11H+IftffiHf+HIH44141H1+1H+HifIIH+Ht+Hff111Hf11+t UriHt14Ri, llr11tePAA4Tii11Y'f11`l +1 1IhH1FItfH11+tH41II}fffi4lii+Illi-It41f4Hif1111 11+1+1.411111}H++' i+}HiH+tUHf3I4IHH 305 - 321 ANDOVER PARK WEST (NO WORK THIS PERMIT) TENANT AREA THIS PERMIT 1125 - 1139 ANDOVER PARK WEST // K������ / (NO WOR ////////// H++f4IHHitlf+fHt}I1++HI}H+IH+1+HitH#IH++Itf+tl+tllH+t+IffH+HtfHff 41+14H4f+ffHii H+t}fi++FH 41+ff+iftlIfltlHt1f+1+Hf+ItHHitlf+tltHiififltf+f+ttr9 tt#1I+IH141f Folli+irnfflnh1+l#tfft#fi1°rttlitlitIttilIft SITE PLAN SCALE: NTS IffIH+If+H+ 335 - 351 ANDOVER PARK WEST (NO WORK THIS PERMIT) H4+1+14ii+HHH+0-1+141+1 ifi+I+li+ii+1+Hft+FH+1+Hf1+1H+}I+++t+I} III ;HI Hit+It}f+Htfiffiifffifi+}Hf+It I+H ITFIfiiiflff f44" WHitftHitfftfRHtltt+tiIRf€i+ ANDOVER PARK WEST i'f miiia'}Rit€iitii4ITHIT ifHIiF HR-Fl+t1 H++ if -H ++ UMW* IIIH++H if+tf f H+}+1t}ffIffiH+IHfit}HirtHi+HifltfitHtt+Hitti+HlHHtl+Hffiii1ff1f+fIlfflitfMti M141+iiftlffftlifHiffH+fi+IlititlHfHit11ftttfIHffitHf1+imi ilii infiFILEttopd+yam I4HF+14HHIH+IH+H+11 HIM i Permit No. FH 5V Plan review approval Is subject to errors and + ns. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved {s Copy and Is acknowledged: ANDOVER PARK WEST HI 1 - INd GiNVIdfl City Of ib is Ma its f'\ 'fI# Pkirarr grouts LEGEND ivvZ's a./ WALLS, DOORS 4 WINDOWS TO BE REMOVED. PATCH FLOOR ADJ. WALL 4 CEILING AS NEEDED TO RECEIVE NEW FINISH. EXISTING WALLS TO REMAIN NEW 3V 20 GA MTL STUD WALL 6 24' OC U/ 5/' TYPE 'X' GWB EACH SIDE. PAINT PER BUILDING STANDARD. SOUND BATTS AS INDICATED ON PLAN. NEW 6' 18 GA MTL STUD WALL 9 24' OC W/ 5/g' TYPE 'X' GUB EACH SIDE. PAINT PER BUILDING STANDARD. SOUND BATTS AS INDICATED ON PLAN. NEW 3'-0' X 1'-0' SOLID CORE CLEAR FINISH BIRCH DOOR AND 'TIMELY' FRAME PER FINISH STANDARDS. PASSAGE SET, LEVER HANDLES, 3 HINGES, 3 SILENCERS PER FINISH STANDARDS. DOOR CLOSER AS INDICATED. E) EXISTING DOOR TO REMAIN. SYMBOLS ROOMNAME 101 D CD DETAIL GRID LINES COLUMN ROOM NAME AND NUMBER REVIEWED FOR, CODE COMPLIANCE AQQ• vD JAN 3 2014 �LiVL Ha ISION REVISION TAG City of u BUILDING ►` DOOR TAG ILLUMINATED EXIT SIGN ARROW INDICATES DIRECTION ILLUMINATED EXIT SIGN WITH EGRESS PATH LIGHTING WITH BATTERY BACKUP SYSTEM EGRESS PATH LIGHTING ON BATTERY BACKUP SYSTEM VICINITY MAP SUBJECT SITE 0 PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: bobk@pkjb.com These plans and specifications are the property of PKJB Architectural Group, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/16/13 FOR OWNER REVIEW 12/18/13 FOR PERMIT Revision Record 1 01/10/14 BLDG DEPARTMENT CORRECTIONS TOPLINE PRODUCTS, INC. TI UPLAND DISTRIBUTION CENTER 1105 ANDOVER PARK W. STE. 1113 TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 CORREcTIOfV LTR# RECEIVED CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER Date 12116113 Project No. 13072,00 Sheet Title COVER SHEET Sheet No. 1 0 ■ tl3O38O ❑ Released for Construction ■ Not Released for Construction 7 13 1: 4 (A," rvi,;(1 rea III �II III � � 4,/,./.44rAdVA4 liz,forrAez...-arreAmAew REMOVE STAIRS TO 1 MEZZANINE. ADD PARTIAL WALL AT MEZZ. ENTRY TO SEAL OFF ENTRY TO MEZZANINE. REMOVE PORTION OF EXIST. WALL AS INDICATED INCL. DOORS, ELEC. ETC. PATCH FLOOR, CEILINGS 4 ADJ. SURFACES AS REQ. FOR NEW FINISHES. ALL DASHED WALLS, DOORS, GLAZING 4 FIXTURES TO BE REMOVED. PATCH OR REPAIR ADJ. SURFACES AS REQ. EXIST. OVERHEAD. DOOR TO REMAIN LOCKED IN OPEN POSITION. CUT 3'-0'X1'-0' OPENING FOR NEW LOCATION OF EXISTING RESTROOM DOOR REMOVE 4 RELOCATE DOOR TO WEST WALL OF MEN'S RESTRM — NOTE: REMOVE ALL EXISTING FLOORING, PREP FOR NEW FINISHES. 21. 01 REMOVE EXISTING CLOSET. PATCH OR REPAIR ADJ. SURFACES AS REQ. FINISHES TO MATCH EXISTING. -T1111I1L TEL REMOVE CASEWORK, DO NOT CAP PLUMBING. PLUMBING TO REMAIN IN TACT FOR INSTALL OF NEW CASEWORK DEMOLITION PLAN sCALE _ � m N 7,7f&revA/37 ifirifyi-JdA17/"ArA/19 vi ,A4rir4t-WiA,Zeginet r#ZA e -".,43 ELE ttt+44HHt4H+H 4H1+F +HIH+H+4 HIHHHt4HHH Hi+Ht+HfH4HHHH++ (E) v N BUILDING PLAN SCALE: 1/32' . 11-0' REUIE D FOR CODE COMP ICC APPROVED -4 3 2014 City of Tukwila BUILDING DIVISION ALIGN NEW OFFICE AREA WALL W/ EXISTING RESTRM WALL. NEW 6' STUD WALL FULL HEIGHT TO MEZZANINE STRUCTURE. FINISHES TO MATCH EXISTING, TYP. WAREHOUSE 10"1 EXISTING RESTRM DOOR, RELOCATED TO WEST WALL," OF MEN'S ROOM. / BREAK RM 104 0 INFILL DOORWAY. PATCH WALL TO MATCH EXISTING. INSTALL NEW STOREFRONT IN EXISTING OVERHEAD DOOR OPENING. MATCH EXISTING. REMOVE RAILS 4 LOCK DOORS ABOVE CEILING. 105 WALL IN ELECTRICAL ROOM. KEEP 3 FT. CLEAR OF PANEL ELEC. RM 108 11 L 3'-0' [ AI.2 NEW HEAD WALL OPEN OFFICE 101 CONF. RM 103 i- TEL SERVER 102 NEW 31' STUD WALL. HEIGHT TO MATCH EXISTING AT CEILING HEIGHT. FINISHES TO MATCH EXISTING. ENLARGEDFLOORPLAN I/e I e '4- N (A) So RECEIVED CITY OF TUKWILA DEC 19 20113 PERMIT CENTER O cri Q PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: bobk@pkjb.com These plans and specifications are the property of PKJB Architectural Group, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/16/13 FOR OWNER REVIEW 12/18/13 FOR PERMIT Revision Record TOPLINE PRODUCTS, INC. TI UPLAND DISTRIBUTION CENTER 1105 ANDOVER PARK W. STE. 1113 TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 12116113 13072.00 Sheet Title DEMOLITION PLAN & FLOOR PLAN Sheet No. I 1 p Released for Construction Not Released for Construction 50'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 49'-0' 50'-0' 1: 4 (A," rvi,;(1 rea III �II III � � 4,/,./.44rAdVA4 liz,forrAez...-arreAmAew REMOVE STAIRS TO 1 MEZZANINE. ADD PARTIAL WALL AT MEZZ. ENTRY TO SEAL OFF ENTRY TO MEZZANINE. REMOVE PORTION OF EXIST. WALL AS INDICATED INCL. DOORS, ELEC. ETC. PATCH FLOOR, CEILINGS 4 ADJ. SURFACES AS REQ. FOR NEW FINISHES. ALL DASHED WALLS, DOORS, GLAZING 4 FIXTURES TO BE REMOVED. PATCH OR REPAIR ADJ. SURFACES AS REQ. EXIST. OVERHEAD. DOOR TO REMAIN LOCKED IN OPEN POSITION. CUT 3'-0'X1'-0' OPENING FOR NEW LOCATION OF EXISTING RESTROOM DOOR REMOVE 4 RELOCATE DOOR TO WEST WALL OF MEN'S RESTRM — NOTE: REMOVE ALL EXISTING FLOORING, PREP FOR NEW FINISHES. 21. 01 REMOVE EXISTING CLOSET. PATCH OR REPAIR ADJ. SURFACES AS REQ. FINISHES TO MATCH EXISTING. -T1111I1L TEL REMOVE CASEWORK, DO NOT CAP PLUMBING. PLUMBING TO REMAIN IN TACT FOR INSTALL OF NEW CASEWORK DEMOLITION PLAN sCALE _ � m N 7,7f&revA/37 ifirifyi-JdA17/"ArA/19 vi ,A4rir4t-WiA,Zeginet r#ZA e -".,43 ELE ttt+44HHt4H+H 4H1+F +HIH+H+4 HIHHHt4HHH Hi+Ht+HfH4HHHH++ (E) v N BUILDING PLAN SCALE: 1/32' . 11-0' REUIE D FOR CODE COMP ICC APPROVED -4 3 2014 City of Tukwila BUILDING DIVISION ALIGN NEW OFFICE AREA WALL W/ EXISTING RESTRM WALL. NEW 6' STUD WALL FULL HEIGHT TO MEZZANINE STRUCTURE. FINISHES TO MATCH EXISTING, TYP. WAREHOUSE 10"1 EXISTING RESTRM DOOR, RELOCATED TO WEST WALL," OF MEN'S ROOM. / BREAK RM 104 0 INFILL DOORWAY. PATCH WALL TO MATCH EXISTING. INSTALL NEW STOREFRONT IN EXISTING OVERHEAD DOOR OPENING. MATCH EXISTING. REMOVE RAILS 4 LOCK DOORS ABOVE CEILING. 105 WALL IN ELECTRICAL ROOM. KEEP 3 FT. CLEAR OF PANEL ELEC. RM 108 11 L 3'-0' [ AI.2 NEW HEAD WALL OPEN OFFICE 101 CONF. RM 103 i- TEL SERVER 102 NEW 31' STUD WALL. HEIGHT TO MATCH EXISTING AT CEILING HEIGHT. FINISHES TO MATCH EXISTING. ENLARGEDFLOORPLAN I/e I e '4- N (A) So RECEIVED CITY OF TUKWILA DEC 19 20113 PERMIT CENTER O cri Q PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: bobk@pkjb.com These plans and specifications are the property of PKJB Architectural Group, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/16/13 FOR OWNER REVIEW 12/18/13 FOR PERMIT Revision Record TOPLINE PRODUCTS, INC. TI UPLAND DISTRIBUTION CENTER 1105 ANDOVER PARK W. STE. 1113 TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 12116113 13072.00 Sheet Title DEMOLITION PLAN & FLOOR PLAN Sheet No. I 1 p Released for Construction Not Released for Construction 2'x4' ACOUSTICAL CEILING TILE (ACT) JOIST THREAD CLG. SUSP. WIRE ATTACHMENT .�� CLG. WIRE 4*12GA. WIRE S SIC BRACE PER ASTM C AND ASTM C 636 STRUCTURAL FRAMING ACT 2x4 VERTICAL SEISMIC STRUT TO MEET ASTM C 635 ASTM C 636 NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER 1$.C. 2012 SECTIONS 808.1 4 1613.1 SEISMIC SEPARATION JOINTS NOT REQUIRED FOR CEILINGS UNDER 2500 SQ FT IN AREA 4'-0' MIN. SECTION CEILING DETAIL 1/2':11-O' DOUBLE WALL JAMB STUD BOXED HEADER L 1 -1/2'x1 -1/2'x0'-3' x18 GA W/(2) *10 SCREWS EA. LEG TOP AND BOT. DOUBLE BACK TO BACK 3505162-43 WI 350-T125-33 "10 xl SCREWS a 16' OC HEADWALL DETAIL 1-1/2':1'-0" WINDOW HEAD 3': 11-0' PATCH 4 REPAIR AS REQ'D. TO RECEIVE NEW FINISH. AmMINIUM WALL FURRING AS REQUIRED PER PLAN EXISTING CONC. TILT UP WALL WITH PAINTED FINISH SHIM CONTINUOUS SEALANT AROUND STOREFRONT WINDOW ANOD. ALUM. FRAME INSUL. GLASS IN ANOD. ALUM. FRAME ACOUSTICAL CEILING INSUL. TEMP. GLASS IN ANOD. ANOD. ALUM. FRAME ANOD. ALUM. FRAME SHIM CONTINUOUS SEALANT AROUND STOREFRONT WINDOW CONC. SLAB ON GRADE STOREFRONT BASE 3':1'-01 INSULATION PER PLAN 111111111111111111111', v v 1111.111I .111111110 SUSP. ACOUST. TILE CEILING 4 GRID SYSTEM PER REFL. CEILING PLAN 2x4 RECESSED IC RATED FLUORESCENT LIGHT FIXTURE PER REFL. CEILING PLAN CEILING DETAIL 1-1/2"-1'-0' ThI) *10 x 1 SCREWS (EVERYWHERE) PROVIDE BRACE AT MID SPAN BACK TO WALL. BOXED HEADER 350TI25-43 INFILL WALL TRACK 6005162-54 (2) EXISTING CEILING TO TIE INTO NEW HEADWALL. 350T125-43 INFILL WALL TRACK NEW CEILING TO TERMINATE INTO NEW HEADWALL. WRAP BOX BEAM WI %s' GWB 3 SIDES, PROVIDE EDGE BEADS AT CORNERS. HEADWALL DETAIL 1-1/2m:1'-0' CAULK JOINT, TYP. PRE -MANUFACTURED PLAM COUNTER WI INTEGRAL BACKSPLASH 4 BULLNOSE FRONT EDGE. REFER TO AI3 FOR FINISH STANDARDS SINK Y' PLYWOOD PLASTIC LAMINATE FINISH ON 3% PLYWOOD ON ALL EXPOSED SURFACES (TYP) STAINLESS TOE KICK AT SINK ATTACHED TO CABINET DOOR PER FINISH STANDARDS, TYP. FINISH FLOOR CABINET DETAIL @ SINK 1'=11-0" PLASTIC LAMINATE PER FINISH STANDARDS ALL SURFACES PROVIDE FILLER OR FINISHED SIDE AS REQ. ADJUSTABLE SHELVES, TYP. MICRO. SHELF 24' DEEP COUNTER - 4' INTEGRAL P. LAM. SPLASH NOTE: FIELD VERIFY SIZE OP BREAKROOM PRIOR TO CASEWORK FABRICATION. ft CASEWORK ELEV. >: ru ,u cx NOTE: ALL CRSS MEMBERS 4 MAIN RUNNERS • B: INDEPENDENTLY SUPPORTE ' • AX. OF 8' FROM ENDS NOTE: TIE RUNNERS SPREAD' TOG 055 ME SEISMIC STRUT. NDS OF THE MAIN •ER TO PREVENT C SE SMIC PER ASTM AND ASTM CE C 635 C 636 r ACOUSTICAL CEILING TILE (2'x4') NOTE: E :• S • MEMBERS CHANNELS 0 ENDS MUST -: y SUPPORTED L WALL -0' M A MAIN RUNNERS LL BE SECURED W4_1.5 0 FREE TE • H M S' 4 5S WALL THE OPPOSITE CLEARANCE AND RUCTURE ABOVE. • • -• 1T-0' MAX. NO1E: E I L I N DETAIL ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 4 1613.1 1/4':1'-o' f 11 f t t i'-0' V. L 2'-0' ft , r „ ll <tl i� CABINET DETAIL , ADJUST. SIDS. W/ MELAMINE SHELVES. Ya' MELAMINE PANEL. 341 PLASTIC LAMINATE DOORS, TYP. PRE -MANUFACTURED PLAN COUNTER WITH INTEGRAL BACKSPLASH 4 BULLNOSE FRONT EDGE. REFER TO 413 FOR FINISH STANDARDS PLY DRAWER BOX W/ MELAMINE BOTTOM. Yd MELAMINE. PLASTIC LAMINATE FINISH ON 3/41 PLYWOOD ON DOORS, DRAWER FRONTS, SIDES, 4 TOP. MELAMINE INTERIOR ADJUST. STDS. W/ MELAMINE SHELVES. 4' KICK SPACE W/ STAINLESS STEEL PER FINISH STANDARDS. FINISH FLOOR m. 11-0" ADJUSTABLE SHELVES, TYP. 2'-0' 8'-0' 24' DEEP COUNTER - 4' INTEGRAL P. LAM. SPLASH NEW SINK / 2'-6' C IN PLASTIC LAMINATE PER FINISH STANDARDS ALL SURFACES PROVIDE FILLER OR FINISHED SIDE AS REQ. I'-3 NO BASE UNDER SINK TO PROVIDE WHEELCHAIR ACCESS. MAIN OR CROSS TEE BEYOND BRACE TO STRUCTURE OR WALL 2-V X 12' MIL STUD BLOCKING AS REQUIRED FOR WALL BRACING- MAXIMUM UNBRACED LENGTH OF 8'-0'. ATTACH STUD TO TOP OF RUNNER WITH A MINIMUM OF 4 1x16 STEELER 023 ASTM A-446 SCREWS AS REQUIRED METAL CASING BEAD TOP RUNNER WITH 2 - ix3f6 STEELER 023 ASTM A-446 SCREWS a 4'-0' 0.C. SOUND BATT AS DIRECTED 8Y OWNER METAL STUDS a 2'-0' O.G., PER PLAN NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL 8E INSTALLED PER I.B.C. 2012 SECTIONS 808.1 4 1613.1 TYP. BRACING DETAIL 3':1'-m" REVIEWED FOR CODE COlvMPuAi11Cg ppprNED JAN 2014 City of Ttkkwil BI DIVI$LQ NEW A.C.T. CEILING, MATCH 4 ALIGN WITH EXISTING --N H) > > BRACING PER DETAIL MAIN OR CROSS TEE ACOUSTICAL SEALANT (TYP) METAL CASING BEAD TOP RUNNER SOUND BATT AS DIRECTED 8Y OWNER METAL STUDS (SIZE PER PLAN) e 2'-0' 0.G. NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 4 1613.1 CEILING @ INT. WALL 3":1'-0' THE MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED PER IBC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL SHOWING ILLUMINATED EGRESS SIGNS AND PATHWAY LIGHTING (2 F.C. PER SQ. FT.) ON A BATTERY BACK-UP SYSTEM. CONTRACTOR TO VERIFY NUMBER OF FIXTURES REQUIRED TO MEET REQ'D LIGHT LEVELS. LIGHTING CONTROLS MUST USE DUAL SWITCHING IN OFFICES IN ORDER TO SATISFY LIGHT REDUCTION CONTROL REQUIREMENTS PER 2012 WSEC C40522.12 AND TO MEET THE TENANT NEEDS AND FUNCTIONALITY. THE DAYLIGHT AREAS IN OPEN OFFICE 101 ALONG THE EAST FACADE MUST MEET THE DAYLIGHT AREA CONTROL REQUIREMENTS PER WSEC C405223. DUAL SWITCHING IS REQUIRED FOR THE PRIMARY AND SECONDARY ZONES OF EACH ROOM ADJACENT TO THE EAST STOREFRONT GLAZING. 12'-0' RUNNERS a 4'-0' O.C. EXISTING FIXTURE TO REMAIN INFILL A.C.T. CEILING TO MATCH AND ALIGN WITH EXISTING. NEW EGRESS LIGHTING EXIST CEILIN EXISTI FIXTU A��,i�io�aA \Or�reGll��reel vrr XISTIN LC" FIXTURE ED r BRACING AS REQ. SEE DETAIL 4/A1.2 —EXISTING A.C.T. CEILING EXISTING EGRESS LIGHTING SIGNAGE NEW 2X4 FLUORESCENT LIGHT FIXTURE D (3-0 3 8 d a0 REFLECTED.CEILING�,a PLAN CITY OFTUKWILA a0 �A�E RECEIVED EC 19 2013 PE MIT CENTER ..111111BA MON. 5719 R c'STERED ex.1 CHITE p OBERT A. KROESE STATE OF WASHINGTON PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: bobk@pkjb.com • • Q Q O 0) (Cf 0 CU U These plans and specifications are the property of PKJB Architectural Group, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/16/13 FOR OWNER REVIEW 12/18/13 FOR PERMIT Revision Record TOPLINE PRODUCTS, INC. TI UPLAND DISTRIBUTION CENTER 1105 ANDOVER PARK W. STE. 1113 TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 12116113 13072.00 Sheet Title REFLECTED CEILING PLAN & DETAILS Sheet No. El Released for Construction 1.2 Not Released for Construction Customer Finish Standards Revised: February 09, 2012 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. 13 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 4 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 (I) 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. lb EXISTING CONDITIONS: These finish standards shall be modified to match existing conditions with written approval from the Prologis Project / Property Manager 1.1 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-1551. Dowel the new concrete patch to the existing slab with 1/2' steel dowels, extending a minimum of 5' into slab at iS' o.c., secured with epoxy. Use 4,000 p.s.1. (at 25 days) concrete for the pour back All trench patching In the warehouse area shall have a 1/S 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' AFF., set in 3'-0' of concrete at each grouping of electrical transformers and panels and at all sprinkler risers in all warehouse areas and other locations exposed to vehicular traffic. Paint new and existing bollards OSHA 'Caution Yellow'. Surface mounted bolt down bollards may be acceptable at low traffic areas (verify with Prologis Project / Property Manager). Surface mounted bollards shall be 4" diameter 4'-0" A.F.F. with a one foot square base plate and expansion anchored to the concrete floor with four (4) each '/2" 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 Zyrgon System slides or approved equal. The hardware shall be 96mm wire pulls, 125deg. Blum hinges or approved equal. The cabinet(s) shall be 6'-0" long minimum and 34" high. Each cabinet shall have one row of drawers over doors. The maximum depth for cabinet and countertop should be 24". 62 COUNTERTOPS: The countertops shall be plastic laminate by Wllsonart 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. 63 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. 6.4 MILLWORK QUALITY: Architectural millwork and cabinetry shall be of a construction quality equal to that of the Architectural Woodwork Institute's (AWU custom grade for flush overlay construction. MDF products shall be made with binder containing no urea -formaldehyde. Wood gluesused 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 10 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). Contact adhesives shall have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24) DIVISION 1 THERMAL AND MOISTURE PROTECTION 1.1 ROOF INSULATION: The roof insulation above conditioned area ceilings shall be R -l9 (or as required by the energy compliance calculation), unlaced fiberglass batts, wire -tied in place as manufactured by Owens-Corning or equal. Furnish and install a vapor barrier where required by code. tilers perimeter office walls do not extend to the roof deck, lay insulation on top of the ceiling. 12 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. 1.3 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 1.4 INSULATION FACING: All exposed fiberglass batt insulation shall have a white PSK -25 or approved equivalent facing. 1.5 ROOFING: The contractor shall use the building shell roofing contractor to patch all roof penetrations. 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 lead pipe flashing with screw clamp and elastomeric sealant and shall also be hot asphalt patched with 4 ply. 1.6 ARCHITECTURAL SHEETMETAL: Furnish and install sheet metal cap flashing on top of any roof mounted wood sleepers approved by owner. 1.1 FIRE SAFING: Penetrations at one hour walls shall be fire sated or caulked. DIVISION S DOORS AND WINDOWS 8.1 INTERIOR DOORS AND FRAMES: Furnish and install 3'-0" x 1'-0" x 1-3/4", solid core, birch, 15-3 stain preflnished doors in 'Timely" prefinished black steel frames (clear anodized aluminum frames by AGI, Eclipse or approved equal in the San Francisco Bay Area), with 1-1/2" pairs of butts per door U.ON. (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 apace, the new doors and frames shall match the existing doors and frames U.ON. 82 NEW EXTERIOR DOORS/FRAMES: 20 guage, full flush, 1-3/4" thick hollow metal with fibrous honeycomb core. Install rain drip seal on new hollow metal doors. Frame: 15 guage with 2" faces and 5/5" 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.ON. 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.ON. 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.) Sb 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": 3/5' thick bent plate, 4 feet long, bolted to the tilt -up wall panel to protect all dock overhead door tracks 8.1 INTERIOR WINDOW FRAMES/GLASS: Interior windows shall be 1/4' clear tempered glass set in black 'Timely' frames (or anodized aluminum frames In the S.F. Bay Area) to match the Interior door frames. Glazing height shall match door height, UON± width shall be as indicated on plans. SB 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 lavatories. 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. DIVISION 8 CONTINUED 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 9 FINISHES 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. 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.ON. Penetrations at one hour walls shall be fire safed or caulked. 92 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. The stud size and spacing shall be per the stud manufacturer's tables and local code requirements. Drywall Metalled above an acoustical ceiling shall be firetaped and screws spotted 93 OFFICE DRYWALL PARTITIONS: All partitions in areas with ceilings shall be undergrid 3-5/8' or 3-1/2" x 25 GA. metal studs at 24' o.c. with 5/8' fire code type 'X' gypsum board on each side. The ceiling grid shall be installed first with walls built to the grid. The Intersection of the wall at the grid shall be snug and flush. Install 'L' metal trim at the top of the wall. Toilet room perimeter walls shall be built to 6' above grid. Purr perimeter concrete walls and interior columns In office areas to 6" above the grid. 9.4 OFFICE/TOILET RM. WALL/CEILING FINISH: All office drywall shall receive a light skip trowel textured wall finish Denver, Salt Lake City, Portland and Seattle area projects shall receive a smooth finish The skip trowel texture shall be the size of a quarter dollar coin. The finish shall be mocked -up on a 4'x4' piece of drywall on the jobsite for the owner's approval prior to final application. The toilet and shower room walls and ceilings shall have a smooth finish and drywall ceiling installed at 8'-0' AFF. U.ON. 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.ON. 9.1 WAINSCOT: Toilet room walls shall have 4'-6' high white FRP or plastic laminated wainscot set 6' AFF. U.ON. 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. 98 ACOUSTIC CEILING TILE: Furnish and install 24' x 48' x 5/8' USG Omni non -directional fissured tile or equal, installed at 9'-0' AFF., U.ON. in all office areas except toilet and shower rooms. 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 tee, 11/2" cross tee, and 1/8' x 1/5' wall mold as manufactured by Donn or equal. Fire rated grid and tile shall be used where code requires. The grid color shall be white to match the tile exactly. 9.10 CARPET: Carpeting shall be Designweave, Shaw (such as Lynchburg 26 series) or approved equal, loop graphic, solution dyed 100% nylon, 26 oz. per square yard average yarn weight minimum, I/10th gauge, color to be selected from manufacturer's standard colors U.ON. Carpet shall be direct glue down U.O.N. 9.11 VINYL COMPOSITION TILE: Furnish and install 1/8' gauge, standard grade, VCT as manufactured by Tarkett or Armstrong. Install VCT in server rooms and IT closets. No VCT shall be installed in toilet rooms. 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. 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 Armstrong 'Suffield', 'Best of Both Worlds' or 'Seagate' installed in all new toilet rooms. 9.14 TRANSITION STRIPS: Furnish and install black vinyl transition strips at all changes in flooring material U.ON. 9.l5 CERAMIC TILE: (Central Valley area only) Restrooms: Use 2x2 American Olean ceramic tile or equal slip resistant on floors and 4x4 ceramic tile on walls as noted on plans. Grout: color to be selected from manufacturer's standard colors. The tile Floor shall be cleaned after installation to remove excess mortar and grout. The grout shall be sealed per manufacturer's recommendations. 9.16 CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete Floor sealer / hardener. 9.11 PAINT: On walls receiving a skip trowelled finish, apply one (I) coat of Interior flat latex paint, Sherwin Williams or equal in a standard light color. Lunch / break rooms, toilet and shower rooms and the wall at the coffee bar shall receive one (1) coat of latex semi -gloss enamel over one (I) 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. All exposed warehouse columns iS'-0" or taller shall be painted OSHA yellow to 12'-0" from AFF_ 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 8-210 sanitary napkin disposals in each women's toilet stall U.ON. Paper Towel Dispenser: Bobrick 8-369 (for single accommodation toilet rooms) or a Bobrick 8-3944 (for multiple accommodation toilet rooms) recessed paper towel dispenser with a waste receptacle U.ON. Seat Cover Dispenser: Bobrick 8-221 seat cover dispenser in each toilet stall. Toilet Paper Holder: Bobrick 8-686 double toilet paper holder. Grab Bars: Bobrick No. 86806-36 and 86806-42 stainless steel per ADA. 102 TOILET PARTITIONS: Furnish and install metal, floor mounted, overhead braced toilet partitionswith a backed enamel finish by Global Steel, 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. 112 LEVELER PIT:. All exposed edges of the dock leveler pit shall be protected. with steel corner angles. The existing steel angle or channel at the face of the existing dock shall be replaced with new steel integrally tied to the new pit. Do not overcut the corners when sawcutting the concrete slab for the new pit. On the exterior wall, all edges must have a clean 3/" chamfer, accomplished by grinding the existing concrete with a 3/" ciamfer and pouring the new concrete with a 3/" chamfer. 11.3 DOCK LEVELERS: Mechanical 6' x S' 35,000 lb. capacity Arbon, Kelly / Serco, Nordock or Powerramp with recessed pit per manufacturer's detail. 11.4 EDGE OF DOCK LEVELERS: 12" wide x 25,000 lb. capacity Arbon, Kelly / Serco, Nordock or t'owerramp. The EOD must be mounted per manufacturer's instructions and must be installed with a transition plate extending 12"minimum into the building if there Is no existing steel channel in the dock. Sawcut transition plate into the concrete floor at the leading edge 11.5 DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats with an 8" exposure. The projection shall be 10" standard or 21" at E.O.D.'s including wood blackouts. 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. 11.1 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.ON. The blinds shall be 'inside mounted' (between the vertical window mullions) flush with the inside face of the mullion. Storefront doors and any interior windows shall not receive blinds. Install blinds at all door DIVISION 15 PLUMBING 15.1.1 DESIGN BUILD: Unless engineered plumbing system drawings are included in the bid documents, the plumbing work shall be performed on a design -build basis. The design -build plumbing contractor shall furnish and install a complete and operative plumbing system to meet all local and state codes. 15.12 PLANS: Provide plumbing plans for architect's and owner's review and approval. 15.13 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. ASS 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 U.F HDF single lever type faucet assembly with a grid strainer and bright drome finish. Furnish and install a Handy-ShIeld Drain Cover *3011 U.hite 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 WF 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, 11" height, model 3043.001 or approved equal in white, oath an Olsonite *9S seat and a Sloan "Ili flush valve Urinal: American Standard, 'Allbrook', model 6541.132, or approved equal, white, with a 3/4' top spud and a Sloan 186-1 flush valve. For Portland Area: Ameican Standard, 'Washbrook FloWise", model 6590.125, or approved equal, white. Coffee bar / Lunch Room sink: Elkay, model GECR 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, with a Delta model 2123 laundry tub faucet. Shower enclosure: when specified as a customer upgrade use Florestone, wheelchair accessible fiberglass shower stall, 44-5214 white with grab bare, 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. Drinking fountain: If drinking fountain is specified on the plan, Elkay model EZTLBC, for the high -low drink fountain. If the local jurisdiction requires the protection for blind person, use Bobrick model "819298" grab bent 1 Y" stainless steel. Install two grab bar, one at each end of the fountain. 15.1.1 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. 15.18 SHUT-OFF VALVE: Furnish and install a water line shut-off valve for the Restrooms in the toilet room wall, not above the ceiling, with an 8' x 8' stainless 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 IS FIRE PROTECTION 15.2.1 DESIGN BUILD: The fire protection work shall be performed arra 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. 1522 PIPE MATERIAL: All fire sprinkler piping shall be standard schedule 10 for 6" piping, and schedule 1 for 4" and 2 Y" piping U.ON. Schedule 5 plpemay not be used. 1523 SPRINKLER HEADS: The fire sprinkler heads in areas with ceilings shall be cfrome, semi -recessed, with white escutcheons. When 'second look' acoustical ceiling tiles are used, sprinkler heads shall be centered on the half tile. 152.4 HYDRAULIC TESTING: The contractor shall include the cost of any required hydraulic testing of the fire sprinkler system. 152.5 FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code. Extinguishers may be wall hung. 152. 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 caueing 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 or concrete and asphalt surfaces and damage to landscape areas. Contact the Ouner's property manager prior to performing any work on the fire system, or deactivating the pump. DIVISION 15 HVAC 153.1 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. 1532 PLANS: Provide HVAC plans for architect's and owner's review and approval. 15.33 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. 153.4 UNITS: The HVAC units shall be gas/electric, bottom discharge, as manufactured by Carrier, Trane, 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 LUCID) 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 hall guards on rooftop units 153.5 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. 153.6 EVAPORATIVE COOLER Evaporative coolers when specified as a customer upgrade shall provide a minimum of four air changes per hour U.ON. 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.ON. 153.1 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 digital programable 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.. 153.9 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. 153.10 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. 153.11 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. 153.12 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 blow. Restroom registers may be l'x2' if necessary. 153.13 FILTERS: Filters shall be located at the unit not at the return register. Replace all existing filters after the completion of the construction. 1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 3 2014 City of Tukwila BUILDING DIVISION 5/' G.W.B. BOTH SIDES OVER MTL STUDS (SIZE PER PLAN) e 2'-0' O.C. WITH INSUL. AS NOTED PER LEGEND. -FRAME PER BUILDING STANDARDS DOOR SILENCERS. DOOR PER BUILDING STANDARDS. " DOOR JAMB SIMILAR TYP. DOOR HEAD DETAIL 31.11-0' 111 iM ium tun n nu MTL STUD WALL (SIZE PER PLAN) WI BATT INSUL. I SIDE 4 RIGID INSULATION OTHER SIDE. G.W.B. EACH SIDE PER FINISH STANDARDS. XDNI POWER DRIVEN HILTI FASTENER 24' OC EMBED 1-1/2' RUBBER BASE PER FIiNISH STANDARDS PATCH 4 REPAIR TO RECEIVE FINISH PER SCHEDULE 1111111/1111 BASE @ W.H./ OFFICE 31.11-0' DIVISION IS 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. 162 PLANS: Provide electrical plans for architect's and owner's review and approval. 163 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. 15.5 PANELS AND TRANSFORMERS: The locations of the 211/480 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 luminaires with standard acrylic lens and T8 lamps with electronic ballasts U.ON., 50 foot candles minimum at 3' AFF. or maximize the luminaires permitted by the local energy code but no less than two (2) luminaires per office. Wire one (1) luminaire near the exit doors to provide 24 hour lighting. 16.1 TOILET ROOM LIGHTING: Furnish and install continuous recessed strip fluorescent luminaire along the wet wall (Lithonfa RT5 or equal) In toilet rooms with lavatory tops and multiple toilet fixtures, install 6" recessed fluorescent can lights In front of lavatory and toilet stalls. 158 WAREHOUSE LIGHTING: Install 2x4 or 1x8 (6) lamp T8 or 15 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, Lithonla, Williams, LSI, or approved equal to achieve an average 20 foot candles of maintained light measured at 30' AFF. 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 (I) 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. 169 OUTLET BOXES: All outlet boxes For wall switches, wall receptacles, telephone, etc. shall be galvanized steel or cast type boxes. 16.10 RECEPTACLES: Furnish and install two (2) 110V duplex receptacles and one (1) telephone 'ring and string' in each office. 15.11 DEDICATED RECEPTACLES: Furnish and install a dedicated 110 volt fourplex outlet at the telephone board and two dedicated 110V outlets at the coffee bar. 15.12 GFI RECEPTACLES: Provide one GFI electrical outlet in each toilet room. Install GFI receptacles wherever required by code. 15.13 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. 15.14 ELECTRICAL CONDUIT / CONDUCTOR MATERIAL: All conduit shall be EMT. MC cable may be used in lieu of EMT where permitted by code. Romex may not be used. All conductors must be copper. 16.15 CONDUIT INSTALLATION: All conduits in areas without ceilings shall be installed at or above the bottoms of the trusses or beams. All conduits shall be run at 90 degrees or parallel to structural members, walls floors and ceilings. No conduit may be installed below the slab or on top of the roof without the owner's written permission. 16.16 TELEPHONE BOARD: Furnish and install one, 4'x8'x3/4', APA C -D plugged (paint grade), fire retardant plywood telephone backboard for mounting customer's electrical or telephone equipment. Provide No. 6 copper ground wire unless otherwise required. 15.11 TRIM COLOR: All light switcies, 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 NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 41613.1 EXTEND FRAMING ABOVE CLG TO MATCH EXISTING OFFICE WALL HEIGHT. +/- 12'-0' BRACE TO ADJACENT WALLS WHEN WALL LENGTH 15 8' OR GREATER, METAL STUD WALL PER PLAN WI GWB PAINTED SMOOTH FINISH TO MATCH EXISTING W/ SOUND BATTS OR INSUL. AS SHOWN ON PLAN. �i) SUSP. ACT W/ 2'x4' LAY IN PANELS, SEE PLAN FOR LAYOUT AND HEIGHT. CEILING HEIGHT PER PLAN 2' EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. WALL DETAIL @W.H./ OFF t3-. 03 ea A111111Neu(umUi/ 10111111111 5/8' TYPE 'X' GWS OVER MTL STUDS (SIZE PER PLAN) PAINT TO MATCH EXISTING. SOUND BATT A5 DIRECTED BY OUINER XDNI POWER DRIVEN HILT! FASTENER 24' OC EMBED 1-1/2' RUBBER SASE TO MATCH EXISTING. PATCH 4 REPAIR EXISTING FINISH. . RECEIVED CITY OF TUKWILA DEC 1 9 2013 PERMIT CENTER WALL BASE @ OFFICE diaNimer 0 OBERT A. KROESE STATE OF WASHINGTON PKJB Architectural Group, P.S. 119 South Main Street, Suite 410 Seattle, Washington 98104 t 206.624.3210 f 206.624.3243 e-mail: bobk@pkjb.com These plans and specifications are the property of PKJB Architectural Group, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of PKJB Architectural Group, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/16/13 FOR OWNER REVIEW 12/18/13 FOR PERMIT Revision Record TOPLINE PRODUCTS, INC. Ti UPLAND DISTRIBUTION CENTER 1105 ANDOVER PARK W. STE. 1113 TUKWILA, WASHINGTON 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. 12116113 13072,00 Sheet Title PROLOGIS CUSTOMER FINISH STANDARDS Sheet No. 1 3 El Released for Construction Not Released for Construction