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Home My WebLink AboutPermit D17-0343 - RAINIER INDUSTRIES - COMPRESSOR ROOM DEMOLITION AND NEW LOADING DOCKRAINIER INDUSTRIES 6700 S GLACIER ST D17-0343 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 7888900080 6700 S GLACIER ST RAINIER INDUSTRIES DEVELOPMENT PERMIT Permit Number: D17-0343 Issue Date: 4/2/2018 Permit Expires On: 9/29/2018 Owner: Name: Address: Contact Person: Name: Address: PROLOGIS TAX COORDINATOR 60 STATE ST #1200 , BOSTON, WA, 2109 ADRIANNE MARTIN 311 FIRST AVE S , SEATTLE, WA, 98104 Phone: (206) 324-4800 Contractor: Name: JOHNSON TENANT IMPROVEMENT Phone: (206) 660-5286 INC Address: P.O. BOX 1149 , BOTHELL, WA, 98041- 1149 License No: JOHNSTI092PA Expiration Date: 3/10/2020 Lender: Name: PROLOGIS Address: 12720 GATEWAY DR - SUITE 110 , TUKWILA, WA, 98168 DESCRIPTION OF WORK: DEMO OF EXISTING COMPRESSOR ROOM AND INSTALLATION OF EXTERIOR LOADING DOCK PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, DRIVEWAY ACCESS, CURB CUT, REMOVAL OF SIDEWALK, TRAFFIC CONTROL, AND STREET USE. Project Valuation: $56,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $2,334.51 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No 1 Permit Center Authorized Signature: "iUtLt 1hC Date. 1411,11i 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 perm't and agree to the conditions attached to this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ***BUILDING PERMIT CONDITIONS*** 14: 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. 15: 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. 16: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 17: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 18: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 19: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 20: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 21: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 22: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 23: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 24: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 25: 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). 26: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 27: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 28: 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. 29: ***PUBLIC WORKS PERMIT CONDITIONS*** 30: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 31: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 32: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 33: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 34: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 35: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 36: Any material spilled onto any street shall be cleaned up immediately. 37: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 38: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 39: Pavement mitigation fees may apply to this permit. Amount estimated to be xxx sq. ft. x $xx.xx per sq. ft. = $x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Public Works Final. 40: A bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way made out to the City of Tukwila for possible property damages caused by activites. 41: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 42: Protect any existing trees near the work area, including root system(s). Contact Planning Division prior to any work that may damage trees. Coordinate with the Public Works Inspector. 43: Prior to issuance of this permit Applicant/Owner shall sign w/Notary a Hold Harmless Agreement for work within the Public right-of-way. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 0200 FOUNDATION WALL 1600 PUBLIC WORKS FINAL 4037 SI -CAST -IN-PLACE 4027 SI -COLD -FORM WELD 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4034 SI -METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4026 SI-STRUCT STEEL 4004 SI -WELDING 5100 STREET USE CITY OF TUFA A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building PeLit No. 1 3 Project No. Date Application Accepted: 1 ( 7 (o eg-re Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 6700 South Glacier Street Tenant Name: Rainier Industries PROPERTY OWNER Name: prologis Address: 12720 Gateway Drive, Suite 110 City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Adrianne Martin Address: 311 First Avenue South City: Seattle State: WA zip: 98104 Phone: (206) 324-4800 Fax: Email: adrianne.martin@jacksonmain.com GENERAL CONTRACTOR INFORMATION Company Name: TBD By Owner Address: Address: 311 First Avenue South City: Seattle State: WA Zip: 98104 Phone: (206) 324-4800 Fax: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 788890-0080 Suite Number: Floor: New Tenant: g Yes ..No ARCHITECT OF RECORD Company Name: Jackson I Main Architecture Architect Name: Gregg Percich Address: 311 First Avenue South City: Seattle State: WA Zip: 98104 Phone: (206) 324-4800 Fax: Email: gregg.percich@jacksonmain.com ENGINEER OF RECORD Company Name: Engineers NW Engineer Name: Santiago Baez Address: 9725 Third Avenue NE, Suite 207 City: Seattle State: WA Zip: 98115 Phone: (206) 973-5431 Fax: Email: santiagob@engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self Financed Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOT '06-431-3670 C Valuation of Project (contractor's bid price): $ 50,000 Describe the scope of work (please provide detailed information): Demo of existing compressor room. installation of exterior loading dock. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 1,981,000 E.. 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: 37 Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: fl Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J 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\Fonns-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 29,226 800 III -B S-1, B 2°d Floor 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 37 Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: fl Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J 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\Fonns-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ® ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ..• .Tukwila ❑ ...Sewer Use Certificate ❑...Valley View 0... Sewer Availability Provided 0 .. Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor 0 .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private ❑ 0 ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ..▪ .Water ® ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Prologis Day Telephone: (206) 414-7600 Mailing Address: 12720 Gateway Dr. ste 110 Tukwila City Water Meter Refund/Billing, Name: Prologis Mailing Address: 12720 Gateway Dr., ste 110 WA 98168 State Zip Day Telephone: (206) 414-7600 Auburn WA City State 98168 Zip H:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — u 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 P ' Y : Y THE LAWS OF THE ST TE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Adrianne Martin Mailing Address: 311 First Avenue South H:\Applications\Forna-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 12/28/2017 Day Telephone: (206) 3244800 Seattle WA 98104 City State Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME g 1IJ i 6-P, 1t•i v PERMIT # Tb I7 -. o 3 4 C� fo�oo G tct � ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $250 (1) 00't3 6 000 ISo C. 2.0% of amount over $100,000, but Tess than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 — 1,000 $37.00 1,001— 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 4-oo The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 1 50 (6) 1'r(2)1)) $ ' (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. 7. Pavement Mitigation Fee Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37..00 101— 1,000 $37.00 for Pt 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1' 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1' 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5 % of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 $ -7 ----- (8) (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 1 5'7 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Install tion �� Cascade Water Alliance RCFC 01.01.2017 -12.31.2017 Total Fee 0.75 $625 $6005 $6630 1 $1125 $1 ,c .50P! $16,137.50 1.5 $2425 $30,025 ' $32,450 2 $2825 $0,040 $50,865 3 $4425 /$96,080 .100,505 4 $7825 $150,125 $1 ','50 6 $12525 7 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 mporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY " PAID PermitTRAK $1,663.23 D17-0343 Address: 6700 S GLACIER ST Apn: 7888900080 $1,663.23 Credit Card Fee $48.44 Credit Card Fee R000.369.908.00.00 I 0.00 I $48.44 DEVELOPMENT $1,007.16 PERMIT FEE R000.322.100.00.00 0.00 $1,002.66 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $550.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $150.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $150.00 TECHNOLOGY FEE $57.63 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R14135 $57.63 $1,663.23 Date Paid: Monday, April 02, 2018 Paid By: GORDON MYRON Pay Method: CREDIT CARD 612064 Printed: Monday, April 02, 2018 2:48 PM 1 of 1 I?SYSTEMS 1LA Cash Register Receipt City of Tukwila Receipt Number R13118 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $671.28 D17-0343 Address: 6700 S GLACIER ST Apn: 7888900080 $671.28 Credit Card Fee $19.55 Credit Card Fee R000.369.908.00.00 0.00 $19.55 DEVELOPMENT $651.73 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R13118 R000.345.830.00.00 0.00 $651.73 $671.28 Date Paid: Thursday, December 28, 2017 Paid By: GREGG PERCICH Pay Method: CREDIT CARD 028250 Printed: Thursday, December 28, 2017 2:21 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit Ur' 631, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-36'90 Permit Inspection Request Line (206) 438-9350 ;fit: iO'i� �1 owe-. �c" �KcDate Ty of Insppe�j ipn: ,)-5( A 1 I, N� 1'/ Address: t. 67co S. (Mr SL Called: - Special Instructions: Date Wanted: 7-3 1-2o1, C a.m p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 Inspector -KW eca...) Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje .th I C rT f�tSP r,eS Type of I spection: tial) fI Address: 27CO 5 O'/it.cierS-6- Date Called: Special Instructions: avevyjetut 0141" � / -F-1u54 A fp1 Date Wanted: rra� 1 Requester: Phone No: L Approved per applicable codes. COMMENTS: Corrections required prior to approval. -5 kci /11 V--Nvuzin Aim -1,016 Inspector:' ,.N cvytfr Date: 1i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)17-613y Pro' t:Ty freer- Mitutx/P1cs f Inspec on: c,,¢l7 ANAL, :t Address: a ( 70o 6 tower g -t, Date Called: ,-----, Special Instructions: Date 'id: 6 `�e �C // a.m? p.m. Requester: Phone No: gw �%_ 7,3-;35,S Approved per applicable codes. Corrections required prior to approval. treK COMMENTS: 151.1 r7d /914ral �. 4 14-//V G'%/ V p/ Lai _s• FiAh1-4- a Inspector Dater -(, - zof( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D)1 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 'ect: vle- ,"IAA r4r►eS Type of Inspection:* 6 ' i _ .446 Ad ress: ) (o'i0'a S. c1i4trer c 4i Date Called: Special Instructions: Ei Lake_/�/ ��O Date Wanted: S IS' 2CV p.m: Requester: ILLPhone ke AL -Re. -c_. No: .I��y�` Li 7 7�_3j 'Y pApproved per applicable codes. 0 Corrections required prior to approval. OMMENTS: i c O.o,nGA!'- CLL Fr �I -c+kty-, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (^) INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)!7-©3y3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project; Type of Inspection: Address (0-24,0 c;/a c r ei S -r4 Date Called: Gg Oei ii?' Special Instructions: Date Wanted: 0 //0/1/g (._a.rra! p.m. Requester: e Y r K Phone No: '' t/dS /S5-.399 W Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: A ai", r ,aD c L 0 Date: 101r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit D 17-03/3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: O/,5' /CDU / C5' Type of Inspection: fn14vo.4-7zeA.) wrest Address:612/110", � 667a)c, &h C/' .577 Date Called: Special Instructions: Date Wanted: --2`8 �/ Requester: P0U6- Phon / 2e.5-.— 77:5--) —) 97e 0 Approved per applicable codes.jiti •Corrections required prior to approval. COMMENTS: ,147 /27,6142/44/ %/%p 5 e3i1 /TC Inspector: Date: s�2 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSCTION NO. INSPECTION RECORD Retain a copy with permit D(7-03'13 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'ect:�� - 1 nom ' d—,ucL to Tye of Inspection: Fol., Len We -IL- Date Called: A dress: (O700 S.%1-.0ere.1-S Special Instructions: Rye ea.A, I ic--T- a. Date Wanted: __/_ Graf p.m. Requester: atACP Phone No: �f' 1/Z-57'." Z5- 375e ElApproved per applicable codes. "JCorrections required prior to approval. COMMENTS: • h,tifiL4-fon Jjfr- Th Cory(e7� it 1174,53*//71 /100&t -Mrs lop op ('S tdc), etif crA/ (.5"?aerici /nyeeior, mak rS rE r 6�'1%h vvvaki Inspecto f/n CI;C) Date: !_204/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D n -03q3 �• 4 ProjectRcAne€r neer Tlairl� Type of Inspection: �OQ��' `� OS Address: to 700 & ?J r CJI Date Called: --- Special Instructions: Date Wanted: - < - z8 a.m p.m. Requester: 0 Phone No: EiApproved per applicable codes. t� Corrections required prior to approval. COMMENTS: 41, Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 11111111111111 June 27, 2018 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Rainier Industries - Prologis Permit Number: D17-0343 Address: 6700 S Glacier Street, Tukwila Job Number: 18-0297 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: - Reinforced concrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Crista Moser Executive Assistant RECEIVED CITY OF TUKWILA JUN 292018 PERMIT CENTER OTTO ROSENAU & ASSOCIATES, INC. CONCRETE REPORT 362993 Job Number: l/ - Oi d ( Permit Number: (1 - O j t( 3 Project: F/l)) o(4 R., lNmosi i�..i,— < Client: Address: 70,2 Ctiv_i, L... S r, I Wit iD Address: Inspector/Date:`t'Q.j_ k_w3----14_(to Contractor: • DESCRIPTION / LOCATION / .-0-1-/-1 . i-1 a 1-7 I'1 Cry . n, v4_ KT- 0r 2E t til oax i ( S P iii j) ST P\-.) cot-AcTu-L- ov E LE.i nrf`5i. (\ o , \ e._ -K t c.Cr I DC. -. 00(L3 4 U,t C� s`r C o CZ: N3 €14.....> G /L..1 D . Resteel verified: Date/Checked. by: j Grade: 0 Manufacturer C Placement Data Batch Weights per cu.yd. - Please circle ,Design / Actual Supplier: c'O( L 1 Cement (lbs/type): ....r („ 4 I Mix Number: 0.1(00D A 3d Fine Agg. (lbs): ` 2,69 Slump Spec: `•' ' 1 ' ` Coarse Agg. (lbs/size): 2/4 '1 Lto W W/C Ratio Spec: ; ;Li l Coarse Agg. (lbs/size): 3/p '.. 354 Air Spec: 6-70 -t- ( 't/ % Slag Cement (lbs): Total Yards: • k 1 Fly Ash (lbs): • Placed via: u . cfritirr Water (lbs or gal): Consolidated: ((ies / no ) . Admixtures (specify): Gi Er j 3030 31\' q "g 50 o z- ;D `' \ .S , Sp, 1Required Strength (psi): ((z OcD Sampling and Testing Data (ASTM C172; C31) Total # of Samples Cast: /..1 Total # of Field Cures: Curing Method/Location: 0 N S )1 -II,- Cast Samples " : Special- • Break Days Size Time Made Cubic Yards Water Added to Load C 143 Slump C 231 Air % Test C1064 Conc. Temp Ambient Temp Truck No. Ticket No. i y .....,61' tts 8:2° 10-S ‘o t lig L?' 51° 106 1319% - Weather 0Vf1<.C( 3 Slump Range: {t Air% Range: 9. tf "/0 Comments . woRK l o Ci-- ( QUA S . CorrvI E.+ u 5,l 6- AtJt) , IQ A CCoRw- c turn-) A U A P RovED Po3EC�'". 7o rlr Q- /BETA I s Other ASTM Methods Used: ,) / Conforms ; Does Not Conform Inspected Start Time: c - (Signature) Fi ish Time: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US --'Fax (206) 723=2221 Form No.: INSP-62-05(Rev 05/13) •OTTO ROSENAU & ASSOCIATES, INC CONCRETE REPORT' 363025 Job Number: 0 : Permit Number: ®,' `olit'i3 Project 01t Client: oho Address:./ (.,64,1...:_i::::; -,e 47�U1i 4. , 1 L PS .. G \A) Address: Inspector/Date: e.11.21,, li , Contractor:/1 h, - DESCRIPTION /LOCATION Al(,vc,� c vt .1 l' 4 re -140 20 -,� ,hi, .r,, i Ory .�r tDjrikc�.,v'c re4. o I ,f4_„�., 5f_a_i .� . erFuIn,..,,,, -tco<1 rte, v,:�,5 ea" 46.- tot 4_ I.. r -t-t bI.;)) „-i,r fi.M4#",- � eed.#- c..- { IOr..,,A,tf1+w`` ,hie_ . .) 1/1e,AC ,rrL, V1.,_- 4,4 -GD _I t-4 t E 15(2e- y'cot till 53711 . 4-611' c., C.t , 0.--1e,..✓f 1,--G,..<_ 41,iter' /u GC.71 UYf 5 .. 1 a . J 1 C. IC. ,c.., --/w ✓1 ..0‹. _. -t... te✓•s. ✓, LA. 5 G.. etetA / OJ, -mss Resteel verifiedt.. Date/Checked by: Z../ -7e.:),,).-6/ 5� Grade: 4,c,,, Manufacturer:/ /, <,•�..,, Placement Data Batch Weights per cu.yd. - Please circle <pesig07 Actual Suppl erN C.c-iso " : c.j c Cement (lbs/type): r - (,N Mix•Number :5ktoUV Fine Agg. (Ibs): I L4 Stump Spec: LI"' }./ 1" - Coarse Agg. (lbs/size):'? ,4'i _. 1500 W/C Ratio Spec: 0.44 1-7 k5 i awt Coarse Agg. (lbs/size): Air Spec: A,/, J. Slag Cement (lbs): ........ Total Yards:i r .. Fly Ash (lbs): w .- 11 Placed via:YIE,e _... ... .. -, Wa"ter57or gal): rJ` . y .,.. . _ • , Consolidated: ' (yes:/ no ) Admixtures (specify):. ' Required Strength (psi): -3,00D Sampling and Testing Data (ASTM C172, C31) Total # of Samples Cast: q Total # of Field Cures: 0 Curing Method/Location: v 5i Cast Samples Special Break Days Size Time Made Cubic Yards Water Added to Load C 143 Slump C 231 Air % Test C1064 Conc. Temp Ambient Temp Truck No. Ticket _ No. lM f/ IV/4 g, ' g, 'f 9.s /6,r 4P4/-70/4 GZcri r - i' 5 131)71. Weather: 6 z,„.„,.... Slump Range: G.)y�/' Air % Range: Comments z N4 ' 31{ r .? fes , 1 4 /ti. ✓I .S . i• -e_. O b2A11, :- L J, I-. II 15 1.CE_ 4", 411/01^-,J ':6,r (,, ,1"-e.Ly..-,z, l • • p,�4 aS''.I,'Ji-,1L. Uhl , y ,see -,'-(,./_4.41 .,.. ca,,) G-c.,n,r r� lag,_., -3, OQ ps,' ,, Other ASTM Methods Used:. 1Conforms-4.,Does Not Conform Inspected by;. Start Time: , (Signature) Finish Time: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,. :except in full, without written permission from our firm is strictly prohibited. Page / of J 6747 M.L. King Way S., Seattle, Washington 98118 -• Phone (206) 725-4600 or 1-888-OTTO-4-US Fax (206) 723-2221 Form No.: !NSP-62-05(Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. CONCRETE REPORT 3.020 Job Number: /.g . Dao 6 r Permit Number: 0) f . _. ©3 Project: laitlit.Client: 1 Address:. ter / Address: Inspector/Date: ,fkfle 6r lv /Ac //g Contractor: DESCRIPTION / LOCATION f) It7S ts" c4%ie 'Apo ie. far. ,- -the_ hovia4 4x 2»,,-'q 6(.1 ,41' ( _ . -m l L 'Size . JkP SpJI .6If Alie •✓ i' a' e-,1 J k PcP" f° 42. "1114 12) . / -"- r / / 4, Ali<no. _�1h. q 1 ►C biGa e -Tien ;Q/1,d'_ ve.�-G. A! , e. / 1 A4,- e Gi /J 1/6,h► gdee.-.4.7304.'pe r-ip1a." / l r r ; Resteel verified: y`a� Date/Checked by: ® geo.b e%/[•f t. Grade: �3 p Manufacturer A,jticp4 Placement Data Batch`'Weights per cu.yd. - Please circle (Design)/ Actual Supplier: /' 4isc P- Cement (lbs/type): . - /L� gg V Mix Number: 1/6 o 0 Fine Agg. (lbs): Vs Slump Spec: /044* Coarse Agg. (lbs /size): 34 . " i et) , , W/C Ratio Spec: ,,ei ilio,. Coarse Agg. (Lbs/size): Air Spec: \ A VA Slag Cement (lbs): .. Total Yards: Fly Ash (lbs): 1 -i Placed via: .-7zeGk Water (Is• 6r gal): _ - ... --,,, Consolidated: ( yes / no ) mi,Atia Admixtures (specify): eU3a3'D •` o . Required Strength (psi):yS Sampling and Testing Data (ASTM C172, C31) Total # of Samples Cast: h:' Total # of Field Cures: Curing Method/Location: r"' Cast/amples Special Break Days Size. Time Made Cubic Yards Water Added to Load C 143 Slump . C 231 Air % Test C1064 Conc. Temp. Ambient. Temp Truck No. Ticket. - No. l —II 1fYC' 9:00A, / '' ,I/A K 9- tai= a*, J Jr12 Weather: 'veln Slump Range: 6A `" Air % Range: A f!4 Comments Other ASTM. Methods Used: Conforms K Does Not Conform Inspected by: Start Time: t (Signature) Finish Time: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page of 6747 M.L. King Way S., Seattle, Washington 98118- Phone (206) 725-4600 or 1-888-OTTO-4-US -; Fax (206) 723-2221 Form No.: INSP-62-05(Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0297 Project: Rainier Industries - Prologis Address: 6700 S Glacier St, Tukwila Inspector(s): Dwayne Helgeson Description/Location: Inspected both the placement of reinforcing steel and concrete of elevated slab on fill and loading dock northwest corner exterior. Rebar Verified: Yes 5/16/2018 Dwayne Helgeson (Grade 60) CONCRETE REPORT Report Number: RC362993 Permit Number: pri 031-13 Client: Johnson Tenant Improvements, Inc. Address: 19613 81st Avenue S, Suite H, Kent Date: 5/16/2018 Placement Data Corliss C4000A3D 5±1" .41 5±1.5% 19 Chute Yes Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: 4000 psi @ 28 days Design [�J Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Mfg: Cascade Actual Batch Weights/Cubic Yard 611# Type: 1I 1289# 1404 lbs. 3/4" 354 lbs. 3/8" 18 oz. GLEN3030, 5.5 oz. MBAE 90 Slag (lbs): Sam'pling and Testing Data Time Cubic - Water ; Slump Air % Cone Temp Ambient Truck Ticket _ASTM C 172, C 31 Made Yards Added C 143 C;231 C 1064 Temp No No Cast Samples: 1-4 8:20 am 10.50 10 gal. 5" 4.4% 67°F 58°F 108 131986 Weather: Overcast Date Samples Picked Up: Slump Range: 5" Air % Range: 4.4% 5/17/2018 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31.10.1.2 Comments <.. - Work inspected was completed using and in accordance with all approved project documents/details. REINFORCING/PLACEMENT: Conforms: ❑d Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.In.) (Lbs.) (Lbs.) (psi) (other than cone) 1 5/23/18 7 4 x 8 12.43 8.1 45,270 3640 = Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ ASTMC1231 ❑ 2 Copies to: ❑ Client ❑ Engineer ❑d Batch Plant ❑ Owner ❑N Contractor ❑Others Technical Responsibility: ❑� Architect El Building Dept j Jeff Rabe, Project Manager RECEIVED CITY OF TUKWILA JUN 1 1 2018 .PERMIT CENTER This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0297 CONCRETE REPORT Report Number: RC362993 Permit Number: Project: Rainier Industries - Prologis Client: Address: 6700 S Glacier St, Tukwila Address: 19613 81st Avenue S, Suite H, Kent Inspector(s): Dwayne Helgeson Date: 5/16/2018 Description/Location: Inspected both the placement of reinforcing steel and concrete of elevated slab on fill and loading dock northwest corner exterior. Rebar Verified: Yes 5/16/2018 Dwayne Helgeson (Grade 60) Mfg: Cascade 1-7- o3(-13 Johnson Tenant Improvements, Inc. Placement Data Corliss C4000A3D 5±1" .41 511.5% 19 Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Chute Consolidated: Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time Cubic WaterSlump Air % Conc Temp Ambient Truck Ticket = ASTM C 172, C 31 Made Yards :,:Added ; C 143 C°231 'P:1064- Temp No No 67°F 58°F Design 4 Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): 1.Actual " Batch Weights/Cubic Yard 611# Type: II 1289# 1404 lbs. 3/4" 354 lbs. 3/8" 18 oz. GLEN3030, 5.5 oz. MBAE 90 Slag (lbs): Cast Samples: 1-4 8:20 am 10.50 10 gal. 5" 4.4% 108 131986 Weather: Overcast Slump Range: 5" Air % Range: 4.4% Date Samples Picked Up: 5/17/2018 Initial Curing Method: ASTMC31,Exclude C31-12.1.5 Initial Curing Temp: ASTM C31,Exclude C31-10.1.2 Comments Work inspected was completed using and in accordance with all approved project documents/details. REINFORCING/PLACEMENT: Conforms: �/❑ Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 5/23/18 7 4 x 8 12.43 8.1 45,270 3640 2 2 6/13/18 28 4 x 8 12.56 8.2 59,730 4760 5 3 6/13/18 28 4 x 8 12.56 8.2 60,560 4820 4 6/13/18 28 4 x 8 12.56 8.2 58,720 4680 • = Discarded Tested in general accordance to: ASTMC39 j ASTMC617 ❑ ASTMC1231 ❑ Copies to: ❑ Client ❑ Engineer Batch Plant ❑ Owner Contractor ❑ Others Architect El Building Dept Technical Responsibility: RECEIVED CITY OF TUKWIi A JUN 2 2 2[ 5 5 Jeff Rabe, Project Manager PERMIT CEN`I'q'=R This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0297 Report Number: Project: Rainier Industries - Prologis Address: 6700 S Glacier St, Tukwila Inspector(s): Steven Moser CONCRETE REPORT �3�3 RC363025 Permit Number: 1)11-0543 Client: Johnson Tenant Improvements, Inc. Address: 19613 81st Avenue S, Suite H, Kent Date: 4/20/2018. Description/Location: Arrived on site as requested to inspect proper placement of reinforcing steel and concrete for footings on the west side of the building for future exterior loading dock. Reinforcing steel was inspected for size, type, grade, manufacturer, locations, clearances, tolerance, and lap splices. Rebar Verified: Yes 4/20/2018 Steven Moser (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Corliss S16000 4"t1" 0.497 N/A 9.5 Chute Consolidated: Yes Required Strength: 3000 psi @ 28 days Design .0 Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Sampling and Testing Data; Time Cubic . Water ` Slump ASTM :C 172,:.0 31 Made Yards- -_ C 143 Cast Samples: 1-4 8:45 am 9.50 15 gal. 41/2" Mfg: Nucor Actual Batch Weights/Cubic Yard.:' 564# Type: 1/II 1334# 1870 lbs. 3/4" 280# M Y OF "lJ VVIL.-: MAY 30 2018 PERMIT CENTER Air % Conc Temp Ambient Truck C:231 C 10.6.4 temp No. N/A 62°F 48°F 108 131171 Weather: Clear Slump Range: 4 1/2" Air % Range: N/A Date Samples Picked Up: 4/23/2018 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM c31, Exclude C31-10.1.2 Comments No structural plans were provided with this project, followed architectural plans with only specification on concrete being 3000 psi. REINFORCING/PLACEMENT: Conforms: d❑ Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Number Date Cure (Days) (in.) Area Weight Max Load (Sq.ln.) (Lbs.) (Lbs.) Strength Fracture Type (psi) (other than cone) 1 4/27/18 7 4 x 8 2 5/18/18 28 4 x 8 3 5/18/18 28 4 x 8 12.56 8.7 53,740 4280 5 12.56 8.8 74,450 5930 3 4 5/18/18 28 4 x 8 = Discarded Tested in general accordance to: ASTMC39 E] ASTMC617 ❑ 12.56 8.7 72,490 5770 3 12.56 8.8 71,060 5660 3 Copies to: ❑ Client ❑ Engineer © Batch Plant ❑ Owner 0 Contractor ❑ Others 171 Architect 0 Building Dept ASTMC1231 ❑ Technical Responsibility: PL(— Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S,, Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0297 CONCRETE REPORT Di-fr0 3 Report Number: RC363025 Permit Number: Client: Johnson Tenant Improvements, Inc. Address: 19613 81st Avenue S, Suite H, Kent Date: 4/20/2018 Project: Rainier Industries - Prologis Address: 6700 S Glacier St, Tukwila Inspector(s): Steven Moser Description/Location: Arrived on site as requested to inspect proper placement of reinforcing steel and concrete for footings on the west side of the building for future exterior loading dock. Reinforcing steel was inspected for size, type, grade, manufacturer, locations, clearances, tolerance, and lap splices. Rebar Verified: Yes 4/20/2018 Steven Moser (Grade 60) Placement Data Corliss S16000 4"±1" 0.497 N/A 9.5 Chute Yes Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: 3000 psi @ 28 days Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1-4 . 8:45 am 9.50 Mfg: Nucor Design j Actual ❑ Batch WeightslCubic Yard Cement (lbs/type): 564# Type: 111I Fine Agg. (lbs): 1334# Coarse Agg. (lbs/size): 1870 lbs. 3/4" Slag (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): 280# Admixtures (specify): Water Siump Added '; C 143; 15 gal. 4 1/2" Air% ConcTemp C 231 • C'106.4 N/A 62°F Ambient Truck Ticket Temp No No 48°F 108 131171 Weather: Clear Slump Range: 4 1/2" Air % Range: N/A Date Samples Picked Up: 4/23/2018 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments No structural plans were provided with this project, followed architectural plans with only specification on concrete being 3000 psi. REINFORCING/PLACEMENT: Conforms: Ili Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Age Date Cure (Days) Size Area Weight Max Load (in.) (Sq.In.) (Lbs.) (Lbs.) Strength Fracture Type (psi) (other than cone) 1 4/27/18 7 * = Discarded Tested in general accordance to: ASTMC39 J Copies to: ❑ Client ❑ Engineer ❑d Batch Plant ❑ Owner © Contractor L) Others 0 Architect Q Building Dept 4 x 8 12.56 8.7 53,740 4280 ASTMC617 ❑ ASTMC1231 ❑ Technical Responsibility: 5 Jeff R •e, Project mii3FteEIVED C'OG=r'UXWfL , PaIRCT CENSER This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 I STRUCTURAL MN ENGINEERS igineers Northwest Inc., P.S. PROLOGIS -RAINIER INDUSTRIES 6700 South Glacier Street Tukwila, WA 5r=73 STRUCTURAL CALCULATIONS FOR LOADING DOCK RETAINING WALL br7o3�3 2015 International Building Code December 19, 2017 ENW Project No. 17000079 • REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2018 City of Tukwila BUILDING DIVISION CITY OF TUKWILA DEC 282017 PERMIT CENTER • 9725 Third Avenue NE . Seattle, WA 98115 206.525.7560 . fax 206.522.6698 www.engineersnw.com ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS �J Pizo_06/, 9725 THRD AVE NE. SUI JE 207SEAJ LE. WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT i f""' ( PROJECT Mci(: 72 /� -'/LP/4 Phizok DATE SHEET BY SUBJECT La/MIA/6C 72e; rlglit//1 f/iitL OF ca," C- LI*11 A- A-77 ✓ems ENGINEERS -NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE.N.E. (SUITE 205) SEATTLE, WA. 98115 * ` * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * * SINGLE STORY BASEMENT RETAINING WALL Job number : - Project : - Active EFP (pcf) = Uniform horiz.pressure (psf) = Soil density (pcf) _ Surcharge (psf) = PLL (Plf) _ PDL (PIf) = F'c (ksi) = Fy(ksi) _ Vertical reinf. size (#) = Wall thickness (in.) = d (in.) = Horizontal reinf. size (#) _ H (ft.) = h1 (ft.) = Prologis Glacier Building RTOP = 0.122 klf INPUT 50 0 350 150 0 0 3 60 4 8 • 4 4 4 3.5 H= ReoT. = 0.259 klf Surcharge 0.021 ksf Uniform horiz.pressure 0 ksf OUTPUT Active EFP 0.175 ksf V=0@ 2.32 ft. from top of wall M max. = 0.20 k-ft./ft. Mu max. = 0.34 k-ft./ft. Reinforcing Use # 4 @ 18 in. o/c vertical at d = 4 in. Use # 4 @ 12 in. o/c horizontal Wall shear is O.K. 5.8% vu = 0.006 ksi vc = 0.11 ksi 1 STORY Page 1 — PLL = 0 plf PDL = 0 plf Axial loads are not included in the wall design yet !I! 12/18/2017 Copy of BSMTWALL Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D17-0343 Grantor: JOHNSON TENANT IMPROVEMENT, INC, a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along Olympic Ave. South and adjacent to 6700 S Glacier Street. Abbreviated Work Description: Work within the City Right -of -Way; including erosion control, curb cut, sidewalk, pavement cut and replacement, traffic control, and street use. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this a day of STATE OF WASHINGTON) )ss. County of King , 2018. Authori -d Sign.; ure / Gr. tor I certify that I know or have satisfactory evidence that ciA,( CO is the person who appeared before me, and said person acknowledged that he signed this instrument, on oats, tated that he was authorized to execute the instrument and acknowledged it as the L)Vec:fc) -r of Johnson Tenant Improvement, Inc., a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. ro Dated o y /e)d-16= URIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES i\vanotegameMAY 2p, 201$ i kut' (V..?r(K. Notary Public in and for the State of Washington residing at —771/<(..c3,\(( My appointment expires �.�(�i /K DATED this GRANTEE: CITY of TUK ;A By: day of Print Name: Its: ; r� I ,2018 Henry Hash Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared HENRY HASH to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMM!SSION EXPIRES MAY 29, 2018 Name: NOTARY PUBLIC, in and for the State of Washington, residing at J P(C O GL. My commission expires: (a ti pi JACKSON I MAIN 1/ARCHITECTURE March 21, 2018 Bill Rambo Permit Technician City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Correction Letter #1 DEVELOPMENT Permit Applications Number D17-0343 RAINIER INDUSTRIES — 6700 S GLACIER ST Mr. Bill Rambo, The following is our response to Correction Letter #1 dated January 17, 2018. BUILDING REVIEW NOTES: 1. Provide a matrix of special inspections for welding, epoxy anchoring for bolts and reinforcing bar dowels into concrete slab. a. Special inspections matrixes as requested provided on Sheet A5.2. 2. The plan drawings on sheet A5.0 show outdated codes and California codes. Revise plan details to show compliance with current 2015 IBC. Also, the detail plans are difficult to read. Provide plans that are clear and legible. a. Please refer to revised details per the manufacturer on Sheet A5.0. 3. Plan details shall specify the minimum and maximum stair tread rise and depth per the IBC. a. Please refer to revised details per the manufacturer on Sheet A5.0. 4. Specify type and sizes of bolts for the guard rail pads bolting to the concrete slab. a. Please refer to detail 4/A1.0 for specified bolt type and size. 5. All sheets provided by the design professional and/ or engineer shall be wet stamped, signed and shall include the "Date" of the signature. a. All sheets have been signed and stamped as required. Respectfully, SAT(PsA01.-(, CORRECTION LTR# bok`l- 5113 Gregg Percich, AIA Principal CITY OF TUK WILA MAR 23 2018 PERMIT CENTER JACKSON I MAIN ARCHITECTURE, P.S. WWW.JACKSONMAIN.COM 311 FIRST AVENUE S. SEATTLE, WA 98104 p 206.324.48001 f 206.322.2875 January 17, 2018 City of Tukwila Department of Community Development ADRIANNE MARTIN 311 FIRST AVE S SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0343 RAINIER INDUSTRIES - 6700 S GLACIER ST Dear ADRIANNE MARTIN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide a matrix of special inspections for welding, epoxy anchoring for bolts and reinforcing bar dowels into concrete slab. 2. The plan drawings on sheet A5.0 show outdated codes and California codes. Revise plan details to show compliance with current 2015 IBC. Also, the detail plans are difficult to read. Provide plans that are clear and legible. 3. Plan details shall specify the minimum and maximum stair tread rise and depth per the IBC. 4. Specify type and sizes of bolts for the guard rail pads bolting to the concrete slab. 5. All sheets provided by the design professional and/or engineer shall be wet stamped, signed and shall include the "Date" of the signature. See General Note Above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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. Sincerely, Bill Rambo Permit Technician File No. D17-0343 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLID PERMIT NUMBER: D17-0343 DATE: 03/23/18 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 6700 S GLACIER ST Original Plan Submittal Revision # .before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ku Pu lic Works Fire Prevention Structural Planning Division ❑ Permit Coordinator go PRELIMINARY REVIEW: DATE: 03/27/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/24/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT C ORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0343 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 6700 S GLACIER ST DATE: 12/28/17 X Original Plan Submittal Revision # before Permit .Issued Response to Correction Letter # Revision # } after Permit Issued DEPARTMENTS: AT (owZ Building Division JJs / *k— Public Works 616 SI AA MA Fire Prevention Structural *16 PiatSning l ivision Permit Coordinator PRELIMINARY REVIEW: Not Applicable — (no approval/review required) DATE: 01/02/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Review Notation: DUE DATE: 01/30/18 Approved with Conditions ❑ Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: erntit Center Use Only ORRECTION LETTER MAILED: ki i 48 Departments issued corrections: Bldg Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/22/2018 Plan Check/Permit Number: D17-0343 0 ►j Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Prologis Rainier Industries TI Project Address: 6700 South Glacier Street Contact Person: Adrianne Martin Phone Number: 206-324-4800 Summary of Revision: Resubmittal per correction letter #1 dated January 17, 2018. Please refer to sheets G0.0, A1.0, A5.0, and A5.2 for all revisions. Please refer to Civil sheet 1 of 1 for existing driveway expansion plan. CITY OF TUKWILA MAR 11'201G PERMIT CENTER Sheet Number(s): G0.0, A1.0, A5.0, and A5.2, and Civil sheet 1 of 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 111. ----Entered in TRAKiT on _13-2- W: "2- f t W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 JOHNSON TENANT IMPROVEMF�TT INC 1 -lame Espanol Contact Safety & Health Claims & Insurance Washington State Department of kj Labor & Industries Search L&I A -L Lidex help Page 1 of 2 My I:CI Workplace Rights Trades & Licensing JOHNSON TENANT IMPROVEMENT INC Owner or tradesperson Principals JOHNSON-WOLSEY, WILLIAM STERLI, PRESIDENT Doing business as JOHNSON TENANT IMPROVEMENT INC WA UBI No. 601 223 621 PO BOX 1149 BOTHELL, WA 98041-1149 425-486-2442 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. JOHNSTI092PA Effective — expiration 10/01/1991— 03/19/2020 Bond ................. CBIC Bond account no. SA6988 $12,000.00 Received by L&I Effective date 10/05/2001 10/02/2001 Expiration date Until Canceled Insurance American Fire & Casualty Co $1,000,000.00 Policy no. BLA52999023 Received by L&I Effective date 09/07/2017 10/02/2013 Expiration date 10/02/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, ut some debts may be recorded by other agencies. License Violations .............. _......._............._.___..._ Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601223621 &LIC=JOHNSTIO92PA&SAW= 4/2/2018 JOHNSON TENANT IMPROVEMENT INC No license violations during the previous 6 y eriod. 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. 00 573,463- - ................................. Doing business as JOHNSON TENANT IMPROVEMENTS Estimated workers reported Quarter 4 of Year 2017 "1 to 3 Workers" L&I account contact T5 / JAVIER PAREDES (360)902-4639 - Email: PAJB235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................................ No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/09/2017 Inspection no. 317944196 Location 424 153rd St SW Burien, WA 98166 Violations Page 2 of 2 ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601223621 &LIC=JOHNSTIO92PA&SAW= 4/2/2018 PROLOGIS AINIER IND. LOA ING DOCK TUKWILA, WA GENERAL NOTES 1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE. 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS (IF REQUIRED). 6. ALL WOOD COMING IN CONTACT W/ CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). 7. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. 8. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND DETAILS. 11. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE OR EFFORT. 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 & 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. 17. ALL NEW CONCRETE MUST HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 18. FOR EMERGENCY LIGHTING: 18.1. THE ILLUMINATION LEVEL SHALL BE AT 1 FC AT THE WALKING SURFACE. 18.2. POWER SUPPLY BY PREMISES POWER SUPPLY. 18.3. IN THE EVENT OF POWER FAILURE EMERGENCY LIGHTING SHALL BE PROVIDED FOR NO LESS THAN 90 MIN. AT AISLES, CORRIDORS, EXIT DISCHARGE ELEMENTS, AND EXTERIOR LANDINGS. VICINITY MAP SUBJECT SITE PROJECT TEAM TENANT: RAINER IND. 6700 SOUTH GLACIER STREET TUKWILA, WA 98168 BUILDING OWNER: PROLOGIS 12720 GATEWAY DR, SUITE 110 TUKWILA, WA 98168 206.414.7600 ARCHITECT: JACKSON 1 MAIN ARCHITECTURE 311 FIRST AVENUES. SEATTLE, WA 98104 206.324.4800 STRUCTURAL: ENGINEERS NORTHWEST 9725 THIRD AVENUE NE, SUITE 207 SEATTLE, WA 98115 206.973.5431 PROJECT SCOPE ADDITION OF EXTERIOR LOADING DOCK AND STAIR TO EXISTING BUILDING. EXPANSION OF EXISTING DRIVEWAY. LE A D S RPO SOUTHCENTER SOUTH INDUSTRIAL PARK POR OF LOTS 7, 8 & 4 - BEG NW COR OF LOT 8 TH N 11-23-50 E ALG W LN OF LOT 7 52.93 FT TH S 78-36-10 E PLT N LN OF LOT 8 290 FT TO E LN OF SD LOT TH S 11-23-50 W 96.56 FT TH ALG CURVE TO LFT THE CENTER BEARING S 88-37-08 E RAD OF 459.28 FT ARC DIST OF 135.19 FT THRU C/A OF 16-51-57 TH S 18-44-38 E 29.48 FT TO S LN OF LOT 8 TH N 88-49-10 W ALG S LN OF LOT 8 305.89 FT TH ALG CURVE TO RGT RAD OF 50 FT ARC DIST OF 87.46 FT THRU C/A OF 10-13-00 TO W LN OF LOT 8 TH N 11-23-50 E ALG SD W LN 224.91 FT TO POB - PER CITY OF TUKWILA BDRY LN ADJ NO BLA 1-78 RECORDING NO 8807071174 SEPARATE SUBMITTALS CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL SEPARATE WORK INCLUDING: ELECTRICAL PLUMBING MECHANICAL FIRE SPRINKLERS ENERGY CODE REQ. *NOTE: ALL WORK TO BE DONE ON BUILDING EXTERIOR, OUTSIDE OF CONDITIONED SPACE THIS PERMIT. GOVERNING ENERGY CODE: 2015 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 1 ROOF OVER CEILING TILES - BUILDING ROOF (NO ATTIC) OPAQUE WALLS METAL FRAMING WOOD FRAMING & OTHER OPAQUE DOORS INSULATED MTL. FLOOR OVER UNCONDITIONED SPACE SLAB -ON -GRADE VERTICAL GLAZING EXISTING EXISTING EXISTING EXISTING EXISTING N/A NONE EXISTING PROVIDE OCCUPANCY SENSOR AT ALL LOCATIONS WHERE REQUIRED BY WSEC SECTION C405.2. PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS REQUIRED BY WSEC SECTION C405.2. LIGHTING: ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS REQUIRED AT LEAST ONE MANUAL CONTROL FOR LIGHTING. EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO REDUCE LIGHTING BY 50% IN A REASONABLE UNIFORM ILLUMINATION PATTERN. OR PROVIDE AN OCCUPANCY SENSOR DEVICE. OCCUPANCY SENSOR ARE REQUIRED IN: TRAINING ROOMS, CLASSROOMS, BREAK ROOMS, CONFERENCE ROOMS, PRIVATE OFFICES, RESTROOMS, JANITOR ROOMS, STORAGE ROOMS, WAREHOUSES, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. 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 - EXISTING OCCUPANCY TYPE - PROLOGIS, INC. 12720 GATEWAY DRIVE, SUITE 110 TUKWILA, WA 98168 788890-0080 6700 SOUTH GLACIER STREET TUKWILA, WA 2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS TUKWILA MUNICIPAL CODE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO CHANGE III -B S-1, B (EXISTING) BUILDING AREAS OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE EXTERIOR FOOTPRINT FULL BUILDING 29,226 SF TENANT AREA THIS PERMIT - WAREHOUSE - OFFICE - AREA OF WORK - 29,226 SF 22,337 SF 7,119 SF 800 SF PLUMBING FIXTURES NO CHANGES PER THIS PERMIT. ALL WORK TO BE DONE ON EXTERIOR OF BUILDING. OCCUPANT LOADS PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE 1. WAREHOUSE (S) 2. EXISTING OFFICE (B) TOTAL OCCUPANT LOAD = 116 TOTAL EXITS REQUIRED = 2 TOTAL EXITS PROVIDED = 4 22,107 SF @ 500 SF / OCCUPANT OCCUPANT LOAD = 44 7,119 SF @ 100 SF / OCCUPANT OCCUPANT LOAD = 72 PARKING CALCS PER TUKWILA MUNICIPAL CODE FIGURE 18-7 EXISTING PARKING STALLS: 42 STANDARD STALLS, 1 HANDICAP STALL EXISTING TENANT AREA: 29,226 SF EXISTING WAREHOUSE = 22,107 SF EXISTING OFFICE = 7,119 SF PARKING REQ= AREA/2000 = 11 STALLS PARKING REQ = 3/1000 = 21 STALLS PROPOSED PARKING STALLS: 38 (EXISTING TO REMAIN) PROPOSED TENANT AREA: WAREHOUSE = 22,107 SF OFFICE = 7,119 SF PARKING REQ= AREA/2000 =11 STALLS PARKING REQ = AREA/250 = 21 STALLS TOTAL REQUIRED PARKING STALLS: 32 STALLS PARKING STALLS PROVIDED: 37 STANDARD STALLS, 1 HANDICAP STALL �� .. t�'._. FCR: ;echanical ,Iectrtcal pd' Plumbing VGas Piping City of Tukwila Cli4l sir 'i D!VI BION SYMBOLS ROOMNAME 101 CD OEU FILE COPY Permit No. 13r1v o92(4 - Plan review approval is subject to errors a Approval of construction documents does the violation of any adopted coda or ordina of approved Field • ..y and conditions is a By: Date: i/ City of Tukwila BUILDING DIVI ` ON C AVENUE SOU DETAIL GRID LINES - COLUMN ROOM NAME AND NUMBER REVISION TAG DOOR TAG ILLUMINATED EXIT SIGN ARROW INDICATES DIRECTION ILLUMINATED EXIT SIGN WITH EGRESS PATH LIGHTING WITH BATTERY BACKUP SYSTEM EGRESS PATH LIGHTING ON BATTERY BACKUP SYSTEM AREA OF WORK THIS PERMIT d omissions. of authorize co. Receipt knowledged: f ----REVISIONS No changes shall he made to the scope of work without prior approval of TIJiovi'la Bf ii!ctitio Division i r , r'.,'7 pl:'il Sl1i' LEGEND WALLS, WINDOWS, DOORS & FIXTURES TO BE REMOVED, PATCH OR REPAIR TO PREPARE FOR NEW FINISH/ INSTALLATION. EXISTING WALLS TO REMAIN DRAWING INDEX ARCHITECTURAL G0.0 COVER SHEET A1.0 PLANS & DETAILS A5.0 MANUFACTURER DETAILS FOR REFERENCE ONLY) 5.1 PROL USTO ISH S 1,. RDS A5.2 LED LIGHTING SPECIFICATIONS & MATRIXES CIVIL 1 OF 1 DRIVEWAY PLAN REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2010 1 City of Tukwila UILDING DIVISION RRE -TION ECEIVED OF TUKWILA AR 23 2018 PERMIT CENTER SSU 1 31j3 SITE PLAN 1/64" = 1'-0" JACKSON 1 MAIN ARCHITECTURE 4879 REGISTERED ARCHITECT IP1Ri% A. PERCICH STA 'J WASHINGTON Jackson I Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson I Main Architecture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson 1 Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/19/2017 FOR OWNER 12/26/2017 FOR PERMIT 03/21/2918 BLDG. CORRECT. Revision Record RAINER INDUSTRIES LOADING DOCK PROLOGIS RAINIER INDUSTRIES 6700 S. GLACIER STREET TUKWILA, WASHINGTON RECEIVED MAR Z 7 2018 TUKWILA PUBLIC WORKS fc)" PROLOGIS® 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 0312112018 Pr008oject13 No. 11. Sheet Title COVERSHEET Sheet No. G0.0 D Released for Construction • Not Released for Construction RB AND SITE WORK TO BE REMOVED 58'-0" EXISTING CURB TO BE REMOVED EXISTING PARKING STALLS TO BE REMOVED EXISTING DOCK DOOR TO REMAIN 1 00 DEMOLITION PLAN DD 58'-0" NEW CURB TO MATCH ADJACENT, PER CIVIL NEW PRE -MANUFACTURED STAIR PER MANUFACTURER NEW RETRACTABLE BARRIER PER MANUFACTURER. REFER TO SHEET A5.0 FOR MANUFACTURER DETAILS. 0 0 NEW LOADING DOCK WITH 1/8" SLOPE PER STRUCTURAL NEW GUARDRAIL PER MANUFACTURER. REFER TO SHEET A5.0 FOR MANUFACTURER DETAILS, TYP. 6" CONCRETE SLAB PER STRUCTURAL 1'-0" PROVIDE #4 BAR DOWLS @ 18" O.C. BETWEEN NEW AND EXISTING SLAB ACROSS EXISTING DOORWAY d • #4 12" SMOOTH DOWL CONNECTING NEW SLAB TO EXISTING EXISTING WALL EXISTING SLAB DIS- 0313 1 C'D FLOOR PLAN 3/32" = 1'-0" NOTE: SHORE WALL DURING BACKFILL. EXIST. ASPHALT CUT & PATCH AS REQ. FOR NEW DOCK. #4 HORIZ. @ 12" OC. FIRST ONE @ 6" ABOVE FOOTING (4)34" DIA. X 5" LONG ANCHORS @ EACH POST PER MANUFACTURERS SPECIFICATION 1— = w _ U 0 0 0 z 1- w HOLD 2" CLR. #4 VERT. @ 16" OC, HOOK @ BOT 6" X 90 DEG, ALTERNATE DIRECTION OF HOOK IN FOOTING (2) #4 CONT. III RECEIVED CITY OF TUKWILA MAR 2 3 2018 PERMIT CENTER GUARDRAIL PER MANUFACTURER. REFER TO SHEET A5.0 FOR MFR. DETAILS REINFORCE SLAB WITH #4 @ 18" OC EA. WAY SUPPORTED @ MID -DEPTH OF SLAB O D.e 11=111-111-I III-III=III �f'� • a co 6" CONCRETE SLAB JACKSON 1 MAIN ARCHITECTURE 4879 ISTERED R ITECT RE.. . PERCICH STATE 0 WASHINGTON Jackson 1 Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson 1 Main Architecture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson 1 Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/19/2017 FOR OWNER 12/26/2017 FOR PERMIT 03/21/2018 BLDG. CORRECT. Revision Record RAINER INDUSTRIES LOADING DOCK PROLOGIS RAINIER INDUSTRIES 6700 S. GLACIER STREET TUKWILA, WASHINGTON d:.€ .\, II.EstVEL-. FOR CODE COMPLIANCE APPROVED MAR 2 9 2010 City of Tukwila BUILDING DIVISION ft\ PROLOGIS® 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 0312112018 Project No. 11008,13 Sheet Title PLANS & DETAILS Sheet No. A1.0 ion RAILINOG @ LJADII'sIG DOCK ■ Released for Not Released Construction 1/2"=1'-0" U' ' ER MO NTA ACHME 3/8" GRADE 5 BOLTS OF ADEQUATE LENGTH �2" 12 GA CONFORMS TO:HRS ASTM A569 C1010 Fy=36 K5I 12 G CONFORM TO: 10" ASTM A569 C1010 Fy=36 K5I A HRS 65" TREAD WIDTH 36", 42" OR 48" STANDARD SIZES STRINGER "C" SECTION 12 GAUGE HRS CONFORMS TO: ASTM A569 C1010 Fy=36 K5I UPPER MOUNT LOWER MOUNT - 3/8" x 3" CONCRETE ANCHOR AT FLOOR - 3/8" GRADE 5 BOLT AT INTERMEDIATE LANDINGS OF APPROPRIATE LENGTH RIGHT SIDE SHOWN LEFT OPPOSITE TREAD - 14 GAUGE DIAMOND PLATE A-36 STEEL Fy=46 KSI 10 GAUGE END PLATES ASTM A-569 Fy=36 K5I HANDRAILS NOT SHOWN FOR CLARITY. TYPICAL BOLTED CONNECTIONS A - 3/8" x 1" NC BOLT - ASTM A325 B - 3/8" NC NYLON LOCK NUT C - 3/8" U55 FLAT WASHER D - ITEMS TO BE CONNECTED ALL HARDWARE CADIUM PLATED 12" DIA x 16 GA STEEL TUBE ASTM A1008 Fy=42 KSI STAIRWAY MAY BE ASSEMBLED LOOSELY ON THE FLOOR AND THEN MAY BE ELEVATED INTO PLACE. HOWEVER IT MAY BE EASIER TO ASSEMBLE IT IN PLACE. LOOSELY ASSEMBLE ALL STAIRWAY COMPONENTS PRIOR TO TIGHTENING ANY BOLTS. THE STEP SIDE -STRIP HAS A ROUND MOUNTING HOLE AND A SLOTTED HOLE. INSTALL ALL STEPS WITH THE ROUND HOLE CLOSEST TO THE FRONT OF THE STAIRWAY. JACKSON 1 MAIN ARCHITECTURE AFTER THE STAIR I5 MOUNTED AT THE TOP AND BOTTOM, LEVEL EACH STEP AND TIGHTEN ALL BOLTS. 3/8" FLAT WASHER BOTH SIDES 12' DIA x 16GA STEEL TUBE ASTM A1008 Fy=42 K5I 1 " x .105 SCAFFOLD TUBE ASTM A500B/C-10 Fy=52 KSI 3/8" LOCK NUT TYPICAL TREAD - 12" LONG STANDARD WIDTHS 36", 42", & 48" RUN PER STEP ADJUSTABLE 11" MIN. - 11.6" MAX ALL RUNS EQUAL RISE PER STEP ADJUSTABLE 6" MIN. - 7" MAX ALL RISES EQUAL ANGLE OF CLIMB 27 -20' 0T0 32 -25' HANDRIAL POSTS 18" x .105 SCAFFOLD TUBE ASTM A500B/C-10 42" MAXIMUM ON CENTER 3/8" x 1" GRADE 5 BOLT 34"-38" HANDRAIL ABOVE NOSE OF TREAD LOCATED INSIDE GUARDRAIL SUPPORTED FROM BELOW 42" TALL GUARDRAIL PROTECTION NOTE: MAXIMUM DISTANCE BETWEEN POSTS -- 42" STANDARD BOLT CONNECTION FOOT BRACKET IN LEIU OF FOOTER PANEL WHEN STAIRWAY BEGINS ON JIFFYTOWER 4879 .1 011 REI TATE REGISTERED AF�G`F5 ECT ERCICH WASHINGTON Jackson 1 Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com 12' MIN SIDE STRINGER RIGHT SIDE BRACKET SHOWN LEFT OPPOSITE MOUNT TOWER MOUNT BRACKETS WITH TOP OF BRACKET ONE RISE ABOVE TOWER DECK AND 36-1/4" BETWEEN BRACKETS. MOUNT TO FACE OF VERTICAL MEMBER. CLOSED RISER PANELS PLATFORM HEIGHT (T❑D) — o W MODEL RISES PLATFORM HEIGHT HORIZONTAL RUN IBC6 6 OVER 35" - 42" 58" - 55" IBC7 7 OVER 42" - 49" 70" - 66" IBC8 8 OVER 49" - 56" 81" - 77" IBC9 9 OVER 56" - ¢3" 93" - 88" IBC10 10 OVER 63" - 70" 104" - 99" IBC11 11 OVER 70" - 77" 116" - 110" IBC12 12 OVER 77" - 84" 128" - 121" IBC13 13 OVER 84" - 91" 139" - 132" IBC14 14 OVER 91" - 98" 151" - 143" IBC15 15 OVER 98" -105" 162" - 154" IBC16 16 OVER 105" - 112" 174" - 165" IBC17 17 OVER 112" - 119" 186" - 176" IBC18 18 OVER 119" -1126" 197" - 187" IBC19 19 OVER 126" -:133" 208" - 198" W "r) IBC20 20 OVER 133" - `:140" 220" - 210" IBC21 21 OVER 140" - 144" 232" - 220" LADDER INDUSTRIES LADDER INDUSTRIES INTEGRATED CLOSED RISER FOR BOTTOM TREAD These plans and specifications are the property of Jackson 1 Main Architecture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson 1 Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. H❑RIZ❑NTAL RUN NOTES: - STAIRWAYS DESIGNED ACCORDING TO 2015 INTERNATIONAL BUILDING CODE (IBC) - 2 -RAIL HANDRAIL SYSTEM COMPLIES WITH IBC CODE FOR USE IN STORAGE AND WAREHOUSING OCCUPANCIES. -APPROVAL OF FLOOR AND/OP MEZZANINE STRUCTURE SUPPORTING THE ENDS OF THE STAIRWAY STRINGERS I5 NOT INCLUDED AS PART OF THIS DETAIL. HORIZONTAL RUN -- THE HORIZONTAL RUN I5 MEASURED FROM THE LEADING EDGE OF THE BOTTOM STEP HORIZONTALLY TO A POINT EVEN WITP THE UPPER MOUNTING SURFACE. MODELS WITH 18 RISES AND MORE ARE SUPPLIED WITH CENTER SUPPORT FRAME TO AID IN STABILIZING THE STAIRWAY. VERTICAL DISTANCE BETWEEN LANDINGS I5 NOT TO EXCEED 12 FEET. LANDING CAP JIFFY STAIR HEADER JIFFY STAIR FOOTER Print Record 12/19/2017 12/26/2017 03/21/2018 FOR OWNER FOR PERMIT BLDG. CORRECT. Revision Record MIONININ FINISH: STANDARD PAINTED FINISH - CHECK WITH LADDER INDUSTRIES FOR AVAILABLE COLORS. 6" x 7" x 41" FORMED 12 GAUGE STEEL ANGLE 4 EACH 16" DIA" HOLES ALONG TOP EDGE FOR MOUNTING HEADER HAS UPPER MOUNT BRACKETS WELDED TO HEADER 12"X42" 12 GAUGE FOOTER HAS INTEGRATED CLOSED RISER FOR BOTTOM TREAD REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2010 City of Tukwila BUILDING [DIVISION RECEIVED CITY OF TUKWILA MAR 232018 PERMIT CENTER \I. 62)42) FOR REFERENCE ONLY RAINER INDUSTRIES LOADING DOCK PROLOGIS RAINIER INDUSTRIES 6700 S. GLACIER STREET TUKWILA, WASHINGTON f PROLOGIS® 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date 0312112018 Project No. 17008.13 Sheet Title MANUFACTURER STAIR DETAILS Sheet No. A5.0 ❑ Released for Construction • Not Released for Construction fe, 7 PROLOGIS' CUSTOMER FINISH STANDARDS EQUIREMENT 1.1 1.1A CODES: All construction shall comply with local, state and federal codes and regulations, including all ADA sta ndards. PERMITS: Owner shall reimburse contractor for the cost of the building permit and any impact fees. Contractor shall be responsible for all trade permits and business licenses 1.2 INSURANCE: MUST CONFORM WITH Prologis RISK MANAGEMENT REQUIREMENTS 1.3 BUILDERS RISK INSURANCE: Owner shall provide builders risk insurance to cover the full value of the work being performed 1.4 JOBSITE CONDITIONS: All contractors must verify existing job conditions prior to bid. 1.5 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. 1.6 CLOSE-OUT DOCUMENTS: Provide 0 &M manuals and "as -built" drawings for all architectural, structural, plumbing, electrical, HVAC and fire protection work on two (2) flash drives in pdf format. Provide one (1) hard copy and one electronic copy in pdf format of the stamped permit set of drawings. The value of the close-out documents shall be 10.% of the value of the respective work. 1.7 EXISTING STRUCTURE: Nothing may be suspended from the 2x4 or 2x6 sub -purlins at the roof without the structural engineer'swritten permission except for warehouse lightingfixtures specified below. 1.8 EXISTING CONDITIONS: These finish standards shall be modified to match existing conditions with written a pproval from the Prologis Project / Property Manager 1.9 FLOOR MAINTENANCE: No vehicles except scissor lifts shall be allowed inside the building during construct ion wit hout 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. 1.10 1.12 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. SAFETY: Contractor shall be green flagged in Avetta system prior to beginning any work WARRANTIES: Contractor shall provide a one year labor and material warranty from project completion on all work performed. Mq4:k 59 oNcRETE;& 95 3.1 3.2 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 0-1557. Dowel the new concrete patch to the existing slab with 1/2" steel dowels, extending a minimum of 8" into slab at 18' o.c., secured wfth epoxy. Install two (2)94 rebar horizontally In all plumbing trenches. Use 4,000 p.s.i. (at 28 days) concrete for the pour back. All trench patching in the warehouse area shall have a 1/8 nch 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) BOLT HOLE AND SLAB CRACK REPAIR: All the top of the floor. Utilize a 2- part epoxy to fill the hole and over -apply to the slab surface. Scrape off the excess material once it is dry. Acceptable material: Metzger McGuire MM -80 semi- rigid 2 -part epcocy material, or equal. For crack repair:Repair Procedure: Chip out spalls to reveal fresh concrete and clean repair area thoroughly. • Repair areas to be at least 'A" deep and 34" wide (on either side of control joint), with vertical repair edges, no feathering' • You'll need to fill any deep cracks with sand to provide a backer rod underneath the patching material so it doesn't sink down below grade after you pour the concrete in. Leave 'A" - 'A" above sand to be filled with epoxy. Epoxy to be poured so that it's supported directly by firm concrete, with no sand. • All area with the 2 part epoxy. Epoxy to be slightly higher than the top of the floor and allow to cure • Sa nd down the patches so they're smooth and flush with the floor. • When repairing the floor at a warehouse floorjoint, it's critical that relief cuts are installed to prevent repair failure. Rom Date: Malch 10.2017 1$1014.10onvgar, 4.1 MASONRY WALLS: NIC 151 5.1 BOLLARDS: Furnish and install two (2) 6' diameter, concrete filled,thin wall steel, pipe bollards extending 4'-0" A.F.F., set in 3.-0" of concrete at each grouping of electrical transformers and panels and at all sprinkler risers in all warehouse areas and other locations exposed to vehicular traffic. Paint new and existing bollards OSHA "Caution Yellow". Surface mounted bolt down bollards may be acceptable at low traffic areas (verify with Prologis Project / Property Manager). Surface mounted bollards shall be 4" diameter 4'41" A.F.F. with a one foot square base plate and expansion anchored to the concrete floor with four (4) each 34" expansion anchors. 5.2 Framing for roof penetrations and supports for all rooftop equipment must be reviewed, approved and stamped by a structural engineer. See 15.3.6. 5.3 EXTERIOR METAL STAIRS: Match existing stairs , 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 s hall be Grass 6036 Zargen System slides ora pproved equal. The hardwareshall be 96mm wire pulls, 125deg.Blum concealed hingesorapproved equal. Thecabinet(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". If the toe -kick is integrated with the cabinet doors to meet the ADA requirements, use stainless steel toe -kicks for those doors. 6.2 COUNTERTOPS: The countertops shall be plastic laminate by Wilsonart or approved equal. The coffee bar tops shall have a 2" bull nosed front edge and top edge with a 4" splash and a radius inside and outside corner at the backsplash. For SF Bay Area Market, install a solid surface countertop per finish spec provided by Prologis personnel. 6.3 LAVATORY COUNTERTOPS: All officetoilet rooms with multiple lavatories shall have vanities. The lavatories shall be installed In a plastic laminated countertop with 2" bull nosed front edge, a 1" backsplash and a radius inside and outside corner at the backsplash. Single accommodation toilet rooms and multiple accommodations toilet rooms serving the warehouse shall receive wall mounted lavatories. For SF Bay Area Market, install a solid surface countertop perfinish spec provided by Prologis personnel. 6.4 MILLWORK QUALITY:Architectural millwork and cabinetry shall be of a construction quality equal to that of the Architectural Woodwork Institute's (AWI) custom grade for flush overlay construction. MDF products shall be made with binder containing no urea -formaldehyde. Wood glues used for fastening shall have a VOC content of 30 gfL or less when calculated according to 40 CFR 59, Subpart D (EPA Method 241. Multipurpose construction adhesives shall have a VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart 13 (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) 6.5 MILLWORK ADA STANDARDS: All Millwork must meet ADA standard as required by governing agency. Millwork must pass review to properly dose out the project. 6.6 BLOCKING: Blocking Is to be provided as required for installation of wall mounted Items and Is to meet requirements of IBC 603.1. 51 551 7.1. ROOF INSULATION:The roof insulation above conditioned area ceilings shall be R-19 (or as required by the energy compliance calculation), unfaced fiberglass batts, wire -tied in place as manufactured by Owens-Corning or equal. Attach the vapor barrier (foil) to the sub -purl in where required by code or Prologis Managers. For the office where perimeter office walls do not extend to the roof deck, lay insulation on top of the ceiling tiles if code allows. 7.2 CEILING INSULATION: Where permitted by code furnish and install R-19 (oras required by the energy compliance calculation), unfaced fiberglass batt insulation on top of the suspended acoustical ceiling at conditioned spaces. 7.3 THERMAL WALL INSULATION: Furnish and install R-13 (or as required by the energy compliance calculation) unfaced fiberglass batt insulation from floor to roof in walls between conditioned and unconditioned spaces. Furnish and install R-13 at all furred exterior concrete wall at conditioned spaces. Provide a vapor barrier where required by code. For Seattle market, Install R-10 rigid Insulation from floor to roof in walls between conditioned and unconditioned spaces. CUSTOMER FINISH STANDARDS 7.4 ACOUSTIC INSULATION: Furnish and install 3 1/2" unfaced fiberglass bah acoustic insulation in all toilet and shower room walls and ceilings, and demising wall at office area. The batt insulation at office demising wall should go the full height of the wall. 7.5 NSULATION FACING: Alt exposed fiberglass batt insulation shall have a white PSK -25 or approved equivalent facing. 7.6 SKYLIGHTS: Existing skylights in conditioned areas shall be sealed If they are vented. 7.7 ROOFING: The contractor shall use a roofing contractorcertified to install the existing roofing material for patching of all roof penetrations. Prior to the work, contractor should verify with Prologis manager for the qualified roofers. The new roof penetrations shall be made in accordance with the roofing manufacturer's recommendations, such that the existing roofing warranty is maintained. The patch shall also meet all of the requirements stated in the building shell specifications. On built-up roofs, pipe and conduit penetrations at the roof shall receive galvanized pipe flashing with screw cla mp and elastomeric sealant and shall also be hot asphalt patched with 4 ply. 7.8 ARCHITECTURAL SHEETMETAL: Furnish and insta II sheet metal ca p flashing on top of any roof mounted wood sleepers approved by owner. 7.9 FIRE SAFING: Penetrations at one hour walls shall be fire safed or caulked. 95 8.1 tNTERIOR DOORS AND FRAMES: Furnish and install 3'-0" x 7'-0" x 1-3/4", solid core, birch,B-3 stain prefinished doors n 'Timely" prefinished black steel frames (clear anodized aluminum frames by ACI, Eclipse or approved equal in the San Francisco Bay Area), with 1-1/2" pairs of Hager 8B1279 butts per door U.O.N. (All office door shall receive a 2'.-0" sidelight In the San Francisco Bay and Seattle Areas). Doors receiving closers shall receive ball-bearing butts. Doors and frames shall be 20 minutes rated where required. When working In an existing tenant space, the new doors and frames shall match the existing doors and frames U.O.N. Use metal frame for door backing, wood is not allowed. 8.2 NEW EXTERIOR DOORS/FRAMES: 20 gauge, full flush, 1-3/4" thick hollow metal with fibrous honeycomb core or steel stiffened hollow metal. Install overhead rain drip flashing and weather stripping on new hollow metal doors. Frame: 18 gauge with 2" faces and 5/8" stops formed internal corners mitered, welded and ground smooth. 8.3 INTERIOR DOOR HARDWARE: Furnish and install Schlage AL1OS Saturn passage hardware on all doors except single accommodation toilet rooms which shall receive SchlageAL405 privacy locks. The door hardware shall have a brushed chrome 626 finish U.O.N. Fumish and install weather-stripping, closers, and drop seals at doors between conditioned and non-condftloned areas. Furnish and Install closers on all toilet and shower room doors. The closer shall be installed on the toilet room or warehouse side of the door. When working in an existing tenant space, the new door hardware shall match the existing door hardware U.O.N. 8.4 EXTERIOR DOOR HARDWARE: Match the existing building hardware. Include door closers, mail slots, and latch guards on all new doors. KEYS: Owner shall rekey all locking hardware DOOR SIGNAGE: Include all signage per code (Handicap, Exit, etc.) 8.5 8.6 8.7 OVERHEAD DOORS: Match the existing building overhead doors and door Insulation. If no 0.H. doors exist. use insulated Overhead Door Company or equal with 3" track 20 gauge door vertical reinforced bottom rail, with step plate flush panel sectional. Sawcut 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 8.8 INTERIOR WINDOW FRAMES/GLASS: Interior windows shall be 1/4" clear tempered glass set in black 'Timely" frames (or anodized aluminum frames In the S.F. Bay Area) to match the Interior door frames. Glazing height shall match door height, UON; width shall be as indicated on plans. 8.9 MIRRORS: Furnish and install 4' high x 1/4" thick plate glass mirrors with two coats silver and electroplated copper backing, and wiped edges at all lavatory vanities. The mirror shall be the length of the lavatory top set directly on top of the splash and extending to the underside of the light sheff. If wall mounted lavatories are used, the mirror shall be a Bobrick 2436. 8.1 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 ff necessary) for temporary use until building standard glass Is available. 8.11 WINDOW MULLIONS: Where interior drywall partitions meet the exterior window wall, furnish and install aluminum "false" mullions finished to match the existing exterior storefront. ism* .FINISHESat'earrce ,,,k4VtarTg. 9.1 FIRE RATED WALLS: Alt Rated walls and partitions to meet UL U419 listed standards or equal. Metal studs with one layer of 5/8" type "X" gypsum board on each side from the floor to t he roof deck. The stud size and spacing shall be per the stud manufacturer's tables and local code requirements. Install fire safing between the gypsum board and roof deck U.O.N. Provide proper UL listed head joint detail when required by code. Penetrations at one hour walls shall be fire safed or caulked per UL listings. 9.2 FULLHEIGHT DRYWALLPARTTNONSfincludingtenantdemising walls): Metalstudswithone layer of 5/8"type"X" gypsum board on each side from the floor to the roof deck with top slip track. The stud size and spacing shall be per the stud manufacturer's tables and local code requirements. Drywall installed above an acoustical ceiling shall be firetaped and screws spotted 9.3 OFFICE DRYWALL PARTITIONS:All partitions in areas with ceilings shall be undergrid 3-5/8" or 34/2' x25 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 fina I application. The toilet and shower room walls and ceilings shall have a smooth finish and drywall ceiling Installed 55 8-0' A.E.F.U.O.N. 9.5 9.6 9.7 9.8 9.9 9.10 9.14 9.15 9.16 9.17 WAREHOUSE GYPSUM BOARD WALL FINISH: All drywall in the warehouse shall be fire taped only unless otherwise noted. Spot screws in firetaped areas END CAPS: Where a partition meets a window mullion, furnish and install an aluminum "wall end cap" finished to match the storefront U.O.N. Install rigid 2" x 2" black foam between end cap and storefront glass if end cap does not intersect vertical mullion. WAINSCOT: Toilet room walls shall have 4high white FRP or plastic laminated wainscot set 6" A.F.F. U.O.N. Walls behind mop sinks, drinking fountain and laundry sinks shall receive a4' x4' 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. ACOUSTIC CEILING TILE: Furnish and install 24" x 48" x5/8' USG Omni non -directional fissured tile or equal, installed at 9'-0" A.F.F, U.O.N. In all office areas except toilet and shower rooms. Use second -look ceiling tile In Seattle market. ACOUSTIC CEILING TILE SUSPENSION SYSTEM: Furnish and install Class "A" 15/16" exposed "T" grid system, Intermediate duty (heavy d uty In seismic des' gncategory"D"areas) with 1. in" maIntees,1-1/?" cross tees,and 7/8"x 7/8" wall mold as manufactured by Donn or equal per code. Fire rated grid and tile shall be used where code requires. The grid color shall be white to match the tile exactly. CARPET: Carpeting shall be Designweave, Shaw (such as Lynchburg 26 series) or approved equal. loop graphic, solution dyed 10014 nylon, 26 oz. per square yard average yarn weight minimum, 1/10th gauge, color to be selected from manufacturer's standard colors U.O.N. Carpet shall be direct glue down U.O.N. Verify with Prologis Manager for inal finish selection. In Seattle Area: install walk -off mat at all doors from office to either exterior of the building or warehouse. The walk -off mat should be at least 4' wide or the width of the hallway by 3' deep. The product should be Connexus Super No 52 in either roll good or modular tile or equal. ARPET BORDERS: Carpet insets or borders when specified as a customer upgrade shall be mitered at the corners. CARPET PAD: Only when specified by the customer as an upgrade, shall be a minimum 3/8" thick, 81b. dense rebound or slab rubberpad. VINYL COMPOSITION TILE: Furnish and install 1/8" gauge, standard grade, VCT as manufactured by Tarkett, Azrock, or Armstrong. Install VCT in server rooms and IT closets. No VCT shall be installed in toilet rooms. Verify with Prologis Manager for final finish selection. 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 ontinuously roll, not sectional. Verify with Prologis Manager for fina I finish selection. 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 Corton or Mannington Magna. not available, need to specify later Installed In all new toilet rooms. Verifywith Prologis Manager for final finish selection. TRANSITION STRIPS: Furnish and install black vinyl transition strips at all changes in flooring material U.O.N. CERAMIC TILE: (Central Valley area only) PJ CUSTOMER FINISH STANDARDS RESTROOMS: Use 2x2 American Olean ceramic tile or equal slip resistant on floors and 4x4 ceramic tile on walls as noted on plans. ENTRANCES: When specified on plans, 8"x8" American Olean cera mic tile or equal. GROUT: color to be selected from manufacturer's standard colors. The tile floor shall be cleaned after Installation to remove excess mortar and grout. The grout shall be sealed per manufacturer's recommendations. Verify with Prologis Manager for final finish selection. 9.18 CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor sealer/ hardener in warehouse areas. 9.19 PAINT: On walls receiving a skip troweled finish, apply one (1) coat of interior satin latex paint, Sherwin Williams or equal in a standard light color. Lunch / break rooms, toilet and shower rooms and the wall at the coffee bar shall receive one (1) coat of latex seml-gloss enamel over one (1) coat of PVA sealer. Smooth finished walls shall receive two coats of eggshell latex paint. Paint the warehouse demising wall(s) and warehouse side of the office walls one (1) coat of interior flat latex paint if required. Verify with Prologis Manager for final finish selection. All exposed warehouse columns 18'-0" or taller shall be painted OSHA yellow to 12'-0" from A.F.F.. The remainder of the column above 12'-0" to the roof shall be painted white. 9.20 PAINT -REPAINT INTERIOR: When re -painting in an occupied area, utilize zero VOC paint in the appropriate finish. Adhere to all surface preparation and application requirement per manufacturer's product specification data. Standard of quality shall be PPG Industries zero VOC product offering such as PPG/Pittsburgh Paints Pure Performance Line. 9.21 STAIN - NEW INTERIOR: Provide one (1) coat of stain, one (1) coat of sealer, and two (2) coats of polyurethane satin finish for all interior wood doors. Adhere to all surface preparation and application requirements per manufacturer's product specification data. Standard of quality shall be PPG/Porter Paints professional best product offering such as Porter Paints Wood Guardian or Pfttsburgh Paints Rez Line. 9.22 WALLCOVERING:NIC 9.23 PAINT- EXTERIOR: The exterior of the office/warehouse Wall shall be painted with exterior acrylic flat white paint. Adhere to all surface preparation and application requirements per manufacturer's product specification data. Standard of quality shall be PPG/Porter Paints professional best product offering such as Porter Paints Acri Pro 100 or Pittsburgh Paints Speedhide. 9,24 PAINTING - DOCK EQUIPMENT - Paint dock levelers, latex enamel semi -gloss Iron Ore SW 7069 with pit angle painted safety yellow. 9.25 WAREHOUSE FLOOR STRIPING: Installed with the intent of future removal. Grinding and/or shot blasting Is NOT an acceptable method of floor preparation for striping. Use a modified epoxy paint similar or equal to International interguard safety yellow; substitutions to be pre -approved by Prolog's. Striping to be removed using Smart Strip. 9.26 BATTERY CHARGER FLOOR COATING (Epoxy): All new battery charging areas are to receive approximately 70 square feet of epoxy coating per battery charger. In the areas to receive epoxy coating, mechanically abrade the surface to clean and prepare the concrete for installation of new epiday coating or by manufacturers recommendation. Apply one coat of General Polymers 3579 10014 solids epoxy primer Apply two coats of General Polymers 3741 100%solids Nova lac finish. General Polymers is the industrial floor division of Sherwin Williams. IASION/ 10.1 NAPKIN DISPOSALS: Bobrick B-270 sanitary napkin disposals in each women's toilet stall U.O.N. PAPER TOWEL DISPENSER: Bobrick 13-369 (for single accommodation toilet rooms) or a Bobrick 8-3944 (for multiple accommodation toilet rooms) recessed paper towel dispenser wfth a waste receptacle U.O.N. SEAT COVER DISPENSER: Bobrick B-221 seat cover dispenser in each toilet stall. TOILET PAPER HOLDER: Bobrick B-686 double toilet paper holder. GRAB BARS: Bobrick No. B6806-36 and 86806-42 stain'ass steel per ADA. WASTE RECEPTACLE: Bobrick#B-3644 FRAMED MIRROR: Bobrickal3165-3436 ACCESSORY INSTALLATION: Contractor is responsible for all blocking and framing requirements, as well as any additional requirements for powered accessories. 10.2 TOILET PARTITIONS: Furnish and install metal, floor mounted, toilet partitions with a baked enamel finish by Global Steel, Knickerbocker or equal in manufacturers standard "quick ship" color. Project Manager may substitute plastic laminated partitions pending approval of speciacatioris. 10.3 SIGNAGE: Furnish and install all handicap and exit signe as required by code. ulP rear MANUFACTURER: All dock equipment when required by the customer as an upgrade shall be Arbon, Kelly/ Serco, Nordock orPowerramp. 11.2 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 14" chamfer, accomplished by grinding or sawcuttingthe existing concrete with a 'A" chamfer and pouring the new concrete with a IV chamfer. 11.3 DOCK LEVELERS: Mechanical 6' x 8'35,000 lb. capacity Arbon, Kelly /Serco, Nordock or Powerramp with recessed pit per ma nufacturer'sdeta II. 11.4 EDGE OF DOCK LEVELERS: 72" wide x 3,000 lb. capacity Arbon, Kelly / Serco, Nordock or Powerramp. The EOD must be mounted per manufacturer's instructions and must be installed with a transition plate extending 12"minimum into the building if there is no existing steel channel in the dock. Sawcut transition plate into the concrete floor at the leading edge . 11.5 DOCK SEALS: Rite -Hite PLATP793 (or approved equal) with 22 oz. black vinyl base fabric 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 block outs. 11.6 11.7 11.8 000( SHELTERS: Rite Hite PLLE524 dock shelters (or approved equal). The fabric shall be 40 oz black hypalon. The projection shall be 24" standard and 36" at E.O.D.'s. DOCK LIGHTS: Adjustable dock loading light with 40" eaten; ion. DOCK BUMPERS: Serco or Rite Hite 24" Model B410-24 (orapproved equal). Anchor to embed dock angle and anchor boh per manufacturer recommendations. vis,inionroml.:141rumoRri v.80110 12.1 15.1.1 15.1.2 15.1.2.A 15.1.3 15.1.4 15.1.5 15.1.6 BLINDS: All exterior windows, Including exterior warehouse windows and windows above any acoustic ceilings, shall receive mini -blinds by Bali "Classic" or approved equal, with a valance, in a color to match the storefront aluminum color U.O.N. The blinds shall be "inside mounted" (between the vertical window mullions) flush with the inside face of the mullion. Storefront doors and any interior windows shall not receive blinds. Install blinds at all door sidelights. LOWING a;".rfs ; 15.1.6.A CUSTOMER FINISH STANDARDS LAVATORY FOR VANITY: American Standard," Cadet Everclean- Oval Countertop Sink", model 0419A44EC, white, self - rimming or equal with a Delta Model 523 IF HDF or Moen 1.4603. single lever type faucet assembly with a gdd strainer and bright chrome finish. Furnish and install a Handy -Shield DraM Cover 93011 White by Plumberex Specialty Products under each lavatory. 15.1.63 WALL -HUNG LAVATORY: American Standard, "Lucerne", model 0355.012, white, wall mounted lavatory or equal with a Delta Model 523 LF HOF single lever type faucet assembly with a grid strainer and bdght chrome finish. Furnish and install a Handy -Shield Drain Cover 93011 White by Plumberex Specialty Products under each lavatory. 15.1.6.0 WATER CLOSET: American Standard," Madera FloWise- Right Height" elongated, flush valve toilet, 17" height, model 3043.001 or approved equal in white, with an Olsonite4195 seat and a Sloan 9111 flush valve 15.1.6.D WATER CLOSET IF WATER SUPPLY IS NOT SUFFICIENT FOR FLUSH VALVE: American Standard 'Cadet' elongated pressure -assisted toilet, Model 92333.100 (white) with Olsonite#64SSTLtoilet seat (white)for non -handicapped applications. 15.1.6.E 15.1.61 15.1,8.0 15.1.6.J 15.1.6.K 15.1.6.L 15.1.6.M 15.1.7 15.1.8 15.1.9 15.1.12 15.2.1 15.2.2 15.2.3 15.2.4 15.2.5 15.2.6 15.2.7 15.2.8 15.2.9 152.10 15.2.11 American Standard 'Cadet' Right Height Elongated pressure -a ssisted toilet, model 92177.100 (white) with Olsanite # 64 SSTL toilet seat (white) for ADAapplications. URINAL: American Standard, "Washbrook FloWise", model 6590.125, or approved equal, white, with a 3/4' top spud For Portland Area: American Standard, "Washbrook FloWise", model 6590.125, or approved equal, white. American Standard model 6590.125 comes with flush valve COFFEE BAR / LUNCH ROOM SINK: Elkay, model LRAD 1918, stainless steel, with a Delta 9100 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 93011 White by Plumberex Specialty Products under eachsink. LAUNDRY TRAY: When specified as a customer upgrade use Fiat Products, Molded -Stone, model FL -1, with 20 gallon capacity, or Flarestone Model FM Utility Sink with a Delta model 2123 laundry tub faucet. SHOWER ENCLOSURE: When specified as a customer upgrade use Florestone, wheelchair accessible fiberglass shower stall, 44-52H white with grab bars, seat, mixing valve and shower curtain rod. Outside the shower pan, be sure to slope floor to drain the water to the floor drain. 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 dram 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 nstalling the water heater above the ceiling is not allowed. WATER COOLER: If drinking fountain is spedfied on the plan use Elkay model EZSTL8LC for the high -low drink fountain. If the local jurisdiction requires the protection for a blind person, use Bobrick model "819298" grab bar; 1 14" stainless steel. Install two grab bars, one at each end of thefountain. ANITOR'S HAND SINK: Mustee Iftilitub Model # 18F- Floor mount, or Model 18W - wall hung, or equal. anitor's Mop Service BasM: Mustee Model ft 62M 24" x 24" x 814" with Mustee Service Faucet Part No. 63.600A hrome plated brass service sink faucet, %" pipe eccentrlc Inlets on 8' centers, or equal. CONDENSATE DRAINS: Furnish and install copper condensate drainage lines with proper venting for all HVAC equipment. Thelinesshall be nosmallerthan3/4"diameterandshall belocated undertheroof unless prohibited by ode. PVC condensate lines may not be used. In Reno, provide evaporator pans set in roof mastic. SHUT-OFF VALVE: Furnish and install a main water line shut-off valve for the restrooms in the handicapped stall in the men's restroom, not above the ceiling, with an 8" x 8" painted steel access panel. Provide a typed label "Main Water Valve" on the access panel. MAIN WATER LINE: If a main domestic water line is not existing above the tenant space, furnish and install 52" 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 'downstream' adjacent tenant space with a 2" diameter gate valve. Furnish and install a r pressure reducing valve with an access panel at the water service entra nce when required. HOSE BIB: Provide one rooftop hose bib if not existing (freeze proof where required). Vendors to drain water after each use. LEAN -OUTS: Furnish and install a brass floor clean-out cover at the proper finished elevation as required. If the lean -out is In the warehouse area, furnish and Install a cast Iron heavy duty traffic ratedcover. FLOOR DRAINS: Provide in toilet rooms where required by code. INSULATION: Insulate all water pipind(except Florida) with 1" insulation. Use 134" insulation for piping in exterior walls. DESIGN BUILD: The fire protection work shall be performed on a design -build basis. The design -build fire protection contractor shall furnish and install all modifications to the existing fire sprinkler system to meet all applicable local and state fire code requirements. Sprinkler heads shall be dropped into all suspended ceiling areas. Upgrade of existing system shall conform with a class IV occupancy. In buildings with ESFR systems, maintain the necessary clearances ram all obstructions. PIPE MATERIAL: All fire sprinkler piping shall be standard schedule 10 for 6" piping, and schedule 7 for 4' and 234» piping U.O.N. Schedule 5 pipe may not be used. STANDARD WALL: Schedule 40 pipe Is considered "standard wall" pipe. Schedule 10 pipe Is acceptable In she 6-1nch or larger provided submittals for Schedule 10 pipe are approved by the Prologis Project Manager. Pipe connections shall be welded or grooved couplings (Victaulic or approved equal). Threadable thin wall pipe shall not be used. Schedule 5 and other thin wall pipes shall not be used. THIN WALL: Schedule 7 Dyna -flow "lined pipe", or approved equal is acceptable for branch lines less than 6 -inches in diameter provided submittals for Schedule 7 Dyna -flow "lined pipe", or equal, are approved by the Prologis Project Manager. Pipe connections shall be welded or grooved couplings (Victaulic or approved equal). Threadable thin wall pipeshall not be used.Schedule 5 and otherthinwallpipesshall not be used. SPRINKLER HEADS: The f ire sprinkler heads in areas with ceilings shall be chrome, semi -recessed, with white escutcheons. When "second look" acoustical ceilingtiles are used, sprinkler heads shall be centered on the half tile. HYDRAULIC TESTING: The contractor shall include the cost of any required hydraulic testing of the fire sprinkler system. FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code. Extinguishers may be wall hung. SYSTEM SHUT DOWN: The building may be equipped with an ESFR fire protection system and booster pump. The pump must be tumed off prior to causing any flow in the system.The pump must be tumed back on immediately after flow is complete each day. Hoses must be used to dram down the system into the nearest catch basin to avoid ta Ming of concrete, asphalt surfaces, and damage to landscape areas. Contact the Owner's property manager prior o performing any work on the fire system, or deactivating the pump. n buildings with ESFR systems, maintain the necessary clearances to avoid sprinkler head obstructions. Utilize FM Global Property Loss Prevention Data Sheets 2-2 for guidance, Is DESIGN BUILD: Unless engineered plumbing system drawiegs are included in the bid documents, the plumbing work shall be performed on a design -build basis. The design -brad plumbing contractor shall furnish and install a complete and operative plumbing system to meet all local and state codes. PLANS: Provide plumbing plans for architect's and owner's review and approval. SEWER LJNES: 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 lineswithin the building above the finished floor elevation shall be standard weight cast iron. ABS piping may oe used above the finished floor if permitted by code and approved by the owner. All lines should be at least a 114 grade of gravity flow. Must ensure that tree roots will not interfere with path of the sewer, soil, and waste lines. 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 wthin a single tenant space shall be connected to a separate gas meter. PIPE MATERIAL: Alt pipe materials shall be subject to the requirements of the City and/or governing body. All domestic water, condensate, and smitty pan draM lines must be copper. PLUMBING FIXTURES ANDTR1M: 15.3.1 15.3.2 153.3 15.3.4 153.5 15.3.6 15.3.7 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 HVACcontractorshall furnish and Install a complete and operative HVAC system to meet all local and state codes. PLANS: Provide HVAC plans for architect's and owner's review and approval. WARRANTY AND SERVICE: All work shall include a one year parts and labor warranty, a fiveyear compressor parts warranty and 590 day service contract from the date of project completion. DESIGN TEMPERATURES: The HVAC system shall maintain 75 degrees Indoors, on a 100 degree outdoor day or local ASHRAE standards and code requirements, whichever is more stringent. NITS: The HVAC units shall be gas/electric, bottom discharge, as manufactured by Cartier, Trane, Lennox, or York. nits shall be Installed on a leveled, manufactured curb. All rooftop equipment shall be seismically fastened to the tructure. Side discharge units may not be used. Commercial grade heat pumps by Carrier (model SOTCQ), or Trane model WCD) may only be used in the Las Vegas or Phoenix markets. When heat pumps are used, they must be nstalled with auxiliary strip heaters and single point wiring kits. Furnish and install economizers on all units larger han five tons and whenever required by the energy code. For Denver and Salt Lake City areas, provide hail guards on ooftop units 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. EVAPORATIVE COOLER: Evaporative coolers when specified as a customer upgrade shall provide a minimum of four air changes per hour U.O.N. The coolers shall be United Metal Products "Slimline" units or approved equals. Provide adequate relief venting to allow all doom within the tenant space to close properly. The cooler plenums shall be ocated midway between fire sprinkler lines and fire sprinkler heads in buildings with ESFR systems. The pienums, water supply lines and drain lines shall not encroach into the building's clear space U.O.N. 63 CUSTOMER FINISH STANDARDS 15.3.8 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. 15.3.9 CONTROLS: The HVAC system shall be connected to a 7 -day digital programmable thermostat. All thermostats shall be mounted at 48" AS.F. and shall have an automatic change -over feature. All thermostats that are not digital are to be converted to a digital programmable thermostat during Make Ready and Tenant Improvement projects. If freeze protection only Is installed In the warehouse, the thermostat control should be mounted on the on the Inside of the unit at the roof top level. 15.3.10 15.3.11 15.3.12 15.3.13 15.3.14 15.3.15 15.3.16 15.3.17 15.3.18 EXHAUST FANS: Furnish and Install an exhaust fan In each toilet room and shower room (If applicable). Install a supply air grille or a transfer grille from the toilet, shower, or break room ceiling to the adjacent conditioned space. In multi -fixture restrooms, fans shall be rated at 150 CFM minimum. DUCTING: All vertical ducting sha II be galvanized spiral, insulated with 1-1/2" wrap and vapor barrier. Horizontal runs may be galvanized spiral 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 flee duct for sound attenuation, and a maximum of 8' In length.. 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, unless approved by owner. If the project Is a remodel of an existing system,all abandoned ducting shall be removed. FITTINGS: All wye branch fittings shall have volume dampers with locking quadrant In ma In and branch ducts. The dampers shall be tagged for easy recognition. 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 whfte baked enamel 2'x2' wfth a perforated face, flush mounted. Supply air registers shall have a 4 -way directional blow. Restroom registers need to be 1"x2' If there are multiple stalls. Restroom registers may be Val' for one toilet bathroorns. FILTERS: Filters shall be located at the unit, not at the return register. Replace all existing filters after the completion of the construction. ONDENSATE DRAINS &PIPING:Seesection 15.1.7. DUCT SMOKE DETECTORS: Smoke detectors shall be Installed in all units 2000 cfm or greater and/or 5 ton or greater, or as required by code. WAREHOUSE HEATERS: NIC DRAFT STOPS: NIC 16.1 16.2 16.3 16.4 16.5 16.9 16.10 16.11 16.12 16.13 16.14 16.15 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. PLANS: Provide electrical plans for architect's and owner's review and approval. ENERGY CALCS: Provide energy compliance code lighting calculations if required. METER SECTION: Furnish and install an electrical meter section "bussed for future" sections ff not existing. PANELS AND TRANSFORMERS: The locations of the 277/480 volt electrical panel, the transformer, and the 120/208 volt electrical panel shall be approved by t he owner. Typically these should be located on the office/warehouse wall adjacent to the toilet rooms. The panels should not be located on a demising wall. The electrical panels and transformer shall be sized to allow for a 25% increase in the number of circuits In the future. OFFICE LIGHTING: Furnish and install 2'x4' lay -in LED light fixtures with standard acrylic lens, wired to the 277/480 volt panel, average 35 foot candles 95 30' A.F.F. or as permitted by code but no less than two (2) fixtures per 10'x12' office. Wire one (1) light fixture near each exterior exit door to provide 24 hour lighting. WAREHOUSE LIGHTING: If not Included In the building shell,furnish and Install LED hl bay fixtures to achieve 25 foot candles (avg) at 30" A.F.F. based on an open floor plan. Fixtures shall have 15' of MC cable and shall be placed to maintain clearances and avoid conflicts relative to ESFR sprinkler systems (generally mid -way between ESFR heads or sprinkler lines). Variations from this layout necessary to accommodate the tenant's racking must meet fire code requirements. OUTLET BOXES: All outlet boxes for wall switches, wall receptacles, telephone, etc. shall be galvanized steel or cast type boxes. RECEPTACLES: Furnish and Install two (2) 110V duplex receptacles and one (1) telephone "ring and string" In each office. Any unused telephone boxes shall receive a blank cover. DEDICATED RECEPTACLES: Furnish and install a dedicated 110 volt fourplex outlet at t he telephone board and two dedicated 110V outlets at the coffee bar. Provide a dedicated 20 AMP GFI receptacle If within 6' of any sink. GFI RECEPTACLES: Provide one GFI electrical outlet in each toilet room and above the break room counter. Install GFI receptacles wherever required by code. WAREHOUSE SWITCHING: The warehouse lighting shall be controlled with integral occupancy sensors, or in accordance with local code. Additionally, a manual switch (operating lighting contactors) to turn on lighting, In the Speed Bayshallbeprovided in a location approved by P rologis. ELECTRICAL CONDUIT /CONDUCTOR MATERIAL: All conduit shall be EMT or MC cable. All conductors must be copper. ESFR sprinkler heads shall not be obstructed by conduit. 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 sla b or on top of the roof without the owner's written permission. 16.16 TELEPHONE CONDUIT: Furnish and install a 2" diameter metal conduit for phone system from the building telephone service entrance to a telephone board within the tenant space. Use PVC where allowable by rode. Field verify location of building telephone service entrance. Verify that the conduit does not obstruct ESFR sprinkler heads. 16.17 TELEPHONE BOARD: Furnish and Install one, 4518'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 nless otherwise required. 16.18 TRIM COLOR: All light switches, outlets, and electrical trim shall be white U.O.N. 16.19 16.20 LABELING: Label all panels, control points, switches, and motors as directed. Panels shall be identified by panel umber. Switches shall havetyped labels IndicatIngthe equipment whIchtheycontrol. iyped (circuit) panel directories are to be supplied and installed. LABELING: Label all panels, control points, switches, and motors as directed. Panels shall be identified by panel umber. Switches shall have typed labels indicating the equipment which they control. Typed (circuit) panel directories a re to be supplied and installed. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 29 2010 City of Tukwila BUILDING mvIsioN RECEIVED CITY OF TUKWILA MAR 23 2018 PERMIT CENTER JACKSON 1 MAIN ARCHITECTURE 4879 lit RE TATE c! • REGISTERED AR HITECT A. PERCICH WASHINGTON Jackson I Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson I Main Architecture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson 1Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/19/2017 FOR OWNER 12/26/?017 FOR PERMIT 03/21/2018 BLDG. CORRECT. Revision Record RAINER INDUSTRIES LOADING DOCK PROLOGIS RAINIER INDUSTRIES 6700 S. GLACIER STREET TUKWILA, WASHINGTON f7' PROLOGIS® 7 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.4141600 Facsimile: 206.414.7601 Date Project No. 0312112018 17008.13 Sheet Title PROLOGIS CUSTOMER FINISH STANDARDS Sheet N o. A5.1 EJ Released for Construction M Not Released for Construction 2015 IBC REQUIRED SPECIAL INSPECTION & TEST OF OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTSANDWASHERS: ACI 318 Ch.20, 25.2,25.3, 26.6.1-26.6.3 2. REINFORCING BAR WELDING a. VERIFY WELDABILITY OF REINFCING BARS OTHER THAN ASTM A706: b. INSPECT SINGLE -PASS FILLETWELDS, MAXIMUM 5/16" AND c.INSPECTALLOTHERWELDS. - X a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. -- X AISC 360, SECTIONA3.3 AND APPLICABLE ASTM MATERIAL STANDARDS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED -- X X - 2 INSPECTIONOF HIGH-STRENGTH BOLTING: 1904.1, 1904.2. 1908.2, 1908.3 26. 3126.4.4CH.9 X 26.43,26.4.4 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMPANDAIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 7. INSPECTCONCRETEANDSHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. a. SNUG -TIGHT JOINTS. ASTMC172,ASTM 031 ACI 318: 26.4, 2312 X RISC 360,SECTION M2.5, N5 TABLE N5,6-1 TABLE N5.6-2 TABLE N5.6-3 AISC 341, SECTION J7TABLE J7-1 TABLE J7-2 TABLE J7-3 b. PRETENSIONED AND SLIP-CRITICALJOINTSUSING TURN-OF-NUTWITHMATCHMARKING, TWIST -OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. -- X c, PRETENSIONED AND SLIP -CRITICAL JOINTS USING TURN -OF -NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF TESTING. X X X 3. MATERIALVERIFICATION OF STRUCTURAL STEEL: AND COLD -FORMED STEEL DECK 18 INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. -- a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360. X AISC 360. SECTION N2 b. FOR OTHER STEEL, IDENTIFICATION MARKINGSTO CONFORMTOASTMSTANDARDSSPECIFIEDINTHE APPROVED CONSTRUCTION DOCUMENTS. ----- X APPLICABLE ASTM MATERIAL STANDARDS c. MANUFACTURERS CERTIFIED TEST REPORTS. -- X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGSTO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. - X AISC 360, SECTION A3.5 AND APPLICABLEAWS A5 DOCUMENTS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED ---- -- 5. INSPECTION OF WELDING: a. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK 1.)COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS X ---- AISC 360, SECTION N5 TABLE N5.4-1 TABLE N5.4-2 TABLE N5.4-3 AISC 341, SECTI ON J6 TABLE J6-1 TABLE J6-2 TABLE J6-3 AWS D1.1 2.) MULTIPASS FILLET WELDS X ---- 3.) SINGLE -PASS FILLET WELDS a 5/16" X 4.) PLUG AND SLOT WELDS X 5.) SINGLE -PASS FILLET WELDS a 5/16" X 6.) FLOOR AND ROOF DECK WELDS --- X AWS D1.3 b. REINFORCING STEEL: AWS D1.4 ACI 318 SECTION 26.6.4 1.) VERIFICATION OFWELDABILITY OF REINFORCING STEEL OTHERTHANASTM A706, -- x 2) REINFORCING STEEL -RESISTING FLEXURALANDAXIALFORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. X _._ 3.) SHEAR REINFORCEMENT. X ---- 4.) OTHER REINFORCING STEEL. -- X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE a. DETAILS SUCH AS BRACING AND STIFFENING. --- X b. MEMBER LOCATIONS. 4 r,. APPLICATION OF JOI NT DETAI LSAT EACH CONNECTICN. --- X 2015 IBC TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS SPECIAL INSPECTIONS PERIODIC I SPECIAL ; INSPECTIONS X I 1 REFRENCED STANDARD• IBC REFRENCE 19084 1. INSPECT REINFORCEMENT STEEL. INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT. ACI 318 Ch.20, 25.2,25.3, 26.6.1-26.6.3 2. REINFORCING BAR WELDING a. VERIFY WELDABILITY OF REINFCING BARS OTHER THAN ASTM A706: b. INSPECT SINGLE -PASS FILLETWELDS, MAXIMUM 5/16" AND c.INSPECTALLOTHERWELDS. - X X AWS D1.4 ` ACI 318: 26.6.4 X 80 CRI 3. INSPECT ANCHORS CAST IN CONCRETE. Color Temperature X • ACI 318: 17.82 - - 4. INSPECT ANCHORS POST INSTALLED N HARDENED CONCRETE MEMBERS,` a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN4.a. 5. VERIFY USEOF REQUIRED DESIGN MIX X - I 1 AG 318:17.8.2.4 X 1 ACI 318: 17.8.2 1904.1, 1904.2. 1908.2, 1908.3 26. 3126.4.4CH.9 X 26.43,26.4.4 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMPANDAIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 7. INSPECTCONCRETEANDSHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X X ASTMC172,ASTM 031 ACI 318: 26.4, 2312 1908.10 1908.6 1908.7 1908.8 , I - ACI 318: 26.5 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ' ACI 318:26.5.3. 26.5.5 1908.9 9. INSPECTION OF PRESTRESSED CONCRETE FOR: a. APPLICATION OF PRESTRESSING FORCES; AND b. GROUTING OF BONDED PRESTRESSING TENDONS. X X --- ACI 318: 26.10 18 INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. -- X ACI 318: CH. 26.8 11. VERIFY OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETEANDPRIORTO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. -- X ACI 318: 26.11.2 - 12 INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - j j x I ACI 318:26.11,1.2(b) 1 -- a. WHERE APPLICABLE, SEE ALSO SECTIONS 1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. b. SPECIFIC REQUIREMENTS FORSPECIALINSPECTIONSHALLBEINCLUDED INTHERESEARCH REPORTFORrHEANCHORISSUED BYANAPPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTIONS REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONALANDSHALLBEAPPROVED BY THE BUILDING OFFICIAL PRIORTOTHECOMMENCEMENTOTTHEWORK LED LIGHTING SPECIFICATIONS This Specification is intended to be a tool for Prologis team members executing LED lighting work, both in new construction and retrofit scenarios. The minimum requirements set forth in this Specification should be used in procurement and in the review of design and construction information provided by engineers and contractors. LED lighting technology continues to evolve with improvements in efficiency, controls and quality as well as cost reductions overtime. As our installed base of LED lighting in the portfolio increases and as the LED market and products evolve, we intend to update these specifications at least annually. The following general requirements apply to all Prologis lighting projects: 1. All work should be permitted and performed in accordance with local codes. 2. A photometric illumination study is required for all new construction and retrofits. For studies, reflectance values of ceilings, walls, floors should be chosen based on the specific space being lit, utilizing photos, site observation, etc. 3. Local, regional or tenant -driven deviations to this specification may be appropriate, but must be approved or directed by Prologis. 4. Branch wiring#2 and smaller shall be copper. 5. Conduit and cable shall run parallel to or at 90° to building lines. 6. Overhead conduits to be EMT. Alternate types for special conditions to be approved by Prologis. 7. Junction boxes shall be labeled with source panel and circuits contained. 8. Conduits above the roof deck (under the insulation) or within or below the slab are not allowed. TECHNICAL FIXTURE SPECIFICATIONS Criteria Office/Non-Warehouse Warehouse Exterior Efficacy (lumens/watt) > 95 I/w > 115 I/w I > 100 I/w Lumen Maintenance L80 > 80,000 hrs 170 > 97,000 hrs ' L70 > 100,000 hrs Color Rendering 80 CRI 70 CRI, 80 preferred I 70 CRI Color Temperature 40001< 4000 or 5000K : 5000K Ambient Temperature Rating >104°F (40'C), no lumen depr >131°F (55°C), no lumen i >131°F (55'C), no depr 1 lumen depr Certifications DLC, UL/ETL listed DLC, UL/ETL listed 1 DLC, UL/ETL listed Sensors / Controls See design section below Integral occupancy/ I See design section daylight sensors required 1 below Dimming 0-10V compatible 0-10V compatible i 0-10V compatible Warranty Target 7-10 yr labor + ma -tits (min 5 yrs) Target 7-10 yr labor + 1 Target 7-10 yr labor + mat'Is (min 5 yrs) i mat'ls (min 7 yrs) SYSTEM DESIGN, PERFORMANCE AND INSTALLATION REQUIREMENTS 1. Office/Non-Warehouse A. Minimum Illumination: 1. Office: 35 FC average (30" AFF) 2. Conference rooms: 40 FC average (30" AFF) 3. Corridors / circulation: 25 FC average (30" AFF) 4. Restrooms: 30 FC average (32" AFF) 5. Cafeteria, break areas: 30 FC average (32" AFF) B. Uniformity Ratio: Maximum to minimum of 3:1, average to minimum of 2:1 C. Fixture Application: Illumination for interior office suites should be provided with 2x2, 2x4, recessed downlights and linear fixtures as required to meet the design intent. No less than two fixtures per private office and one light fixture near each exterior exit door to provide 24-hour lighting, plus emergency and egress lighting per code. D. Controls: Local code will drive the level of controls required. At a minimum, nonnetworked occupancy controls should be provided where cost -feasible. Color, style, manufacturer of controls, switches and faceplates to be approved by Prologis. All sensor and control types shall be selected by the design professional. Care should be taken to ensure the specific sensor matches the use of the space, occupancy type, spatial and environmental factors, and local code. 2. Warehouse A. Minimum Illumination: 25 FC average, 12 FC minimum (30" AFF). B. Uniformity Ratio: Maximum to minimum of 3:1, average to minimum of 2:1. C. Fixture Application: Illumination to be achieved with high -bay fixtures as required to meet the design intent. Lighting design calculations shall be based on an open, nonracked floor plan assuming fixtures are mounted at the building "Clear Height" (the height above the warehouse floor at the bottom of the lowest roof beams/joists as calculated just inside the first column line in from the dock wall). Regardless of this theoretical mounting height, actual fixture installation shall be in accordance with the detail below. When available, racking plans should be used to further refine the design and achieve a quality, cost-efficient lighting outcome. Luminaires shall be installed per the detail below with MC Cable whips containing #12 AWG conductors, 15' in length or as allowed by code. If allowed locally, a building -wide modular wiring system (RELOC, MWS, etc.) may be used. D. Fixture Mounting: Fixtures shall be evenly spaced across the floor plan and hung 0-6" above the bottom chord of the secondary roof framing members (above the Clear Height) to maximize warehouse volume. Please refer to the fixture mounting detail below. Fixtures cannot be attached to the roof deck without approval from Prologis and the structural engineer. Lighting designer shall have the flexibility to shift perimeter light rows up to 2' off of the typical spacing for the project to minimize dark corner conditions. FIX' URE ATTACHMENI AS APPROVED BY PROLOGIS & STRUCTURAL ENGINEER ROOF ASSFMRLY PRIMARY ROOF FRAMING VE:IAR ---- 15' MC CABLE WHIP (OR AS ALLOWED BY CODE) WITri EXCESS NEATLY COILED AND SECURED 6` SECONDARY ROOF FRAMING MEMBER MAINTAIN CLEARANCES IN ACCORDANCE WITH NFPA 13 E. Controls: Local code will drive the level of controls required. At a minimum, luminaires should be provided with integral occupancy/daylight sensors for local, non -networked control. A manual switch (operating lighting contactors) to turn on lighting in the first bay (speed bay or staging bay) shall be provided in a location approved by Prologis in the warehouse near the door from the office into the warehouse. For structures without skylights, daylight sensors should only be provided on fixtures adjacent to dock doors or other large openings. All sensor and control types shall be selected by the design professional. Care should be taken to ensure the specific sensor matches the use of the space, occupancy type, spatial and environmental factors, and local code. 3. Exterior A. B. Minimum Illumination: 1. Trailer parking and truck courts: 0.5 FC average (at grade) 2. Auto parking: 1 FC average (at grade) 3. Main building entry and exits: 5 FC average (at grade) 4. Pedestrian walkways: 2 FC average (at grade) 5. General traffic circulation: 1 FC average (at grade) Uniformity Ratio: Average to minimum of 4:1 C. Fixture Application: Exterior lighting projects shall comply with all applicable codes and requirements. Illumination shall be provided first by wall packs, then by pole -mounted luminaires as a last resort, to meet the design intent. Wall packs shall be provided at exterior man doors and at truck dock areas. Pole lights shall be 30' and 40' tall in car and truck traffic areas, respectively (or as required by local code), and shall not be installed in traffic -exposed areas. Fixture selections should consider site-specific factors such as backlight, uplight, and glare restrictions (collectively B.U.G,), ambient temperature, susceptibility to corrosion, and presence of roosting birds. D. Controls: Local code will drive the level of controls required. Exterior lighting shall, at a minimum, be controlled by an astronomic time clock system located near the house electrical panel. Time clock should include an override function so lighting can be forced 'on' during non -programmed hours to assist trouble shooting and replacement. APPROVED MANUFACTURERS/PRODUCTS The products in the table below are generally acceptable in terms of quality and performance. Egress fixtures, including exit signage and bug eye fixtures, shall be LED type. All fixture selections must be approved by Prologis and care should be taken to ensure selected fixtures meet the technical specifications herein and project -specific requirements of the installation. O$ice/Non-Warehouse 1. Acuity/Lithonia GTL, 2FSL 2. Cooper Cruze 3. Cree ZR22, ZR24 4. Finelite HPR 5. Pinnacle ADEO LLHV Warehouse 1. Acuity IBH 2. Cree CXB 3. Cooper HBLED 4. GE Albeo ABV1 5. Hubbell LVPL, 6. Philips FBX Exterior Sm Wall Packs (ped walkways, paths, entries) 1. Cooper Crosstour XTOR 2. Cree XSP, Edge Med/Lg Wall Packs (general, auto, truck cts) 1. Acuity D -Series, Sizes 1 & 2 2. Cooper Crosstour XTOR 3. Cooper Galleon LED 4. Cree Edge/Edge High Output 5. Lithonia CSX1 Pole -mounted Fixtures 1. Acuity D -Series, Sizes 1 & 2 2. Cooper Galleon 3. Cree Edge/Edge High Output 4. Lithonia CSX1 RETROFIT NOTES: Apply to retrofit lighting projects in addition to the other requirements herein. 1. Contractor has design build responsibility to deliver a fully -functioning, code -compliant lighting system as required by these specifications. 2. Proposals must include completed bid form(s), photometric drawing(s) with fixture counts and adequate information to verify specification compliance, full manufacturer part numbers and annotated submittal sheets. In proposing solutions, contractors must consider both cost and ultimate lighting quality based on existing conditions, specifically including an assessment and recommendation to Prologis whether the best solution will be a 1:1 fixture replacement or reconfiguring and/or re -wiring all or part of the existing infrastructure. 3. Match currently installed electrical infrastructure and upgrade to meet local code if required. Coordinate light color temperature to ensure continuity with existing, non -retrofit lighting types. Relevant switching/control devices should be verified as LED -compatible or replaced. 4. Tubular or other replacement bulb LED solutions are generally not acceptable. 5. Retrofit contractor shall field verify existing conditions, including obstructions and conflicts with lighting components and other building features (e.g. overhead doors or sprinkler components) and to resolve all items per code and Prologis requirements within the retrofit scope. 6. Excess or abandoned conduit should be removed, as should spare circuits from raceways back to main junction boxes (cap with wire nuts and electrical tape, coil and label as spare with circuit number identified). Breakers serving such circuits shall be labeled spare on the panel schedule, 7. Select exterior fixtures that directly replace existing fixtures while maintaining adequate illumination. Any drilling, cutting or exterior conduit must be specifically approved by Prologis. 8. NM cable (Romex) is not allowed. If encountered, it should be replaced with another code compliant cable/raceway system. Details should be provided to Prologis for approval. 9. Contractor shall provide representative surveys (certified by an engineer) before and after the retrofit project to document performance improvement and specification compliance. 10. Luminaire components including fluorescent lamps, HID bulbs, and ballasts may contain toxic materials and should be disposed of or recycled in accordance with local, state and national regulations. Recyclable items (e.g. metals) should be recycled whenever possible. =.1. Contractor shall fully manage, submit, and track all aspects of any applicable lighting rebate and incentive programs as incentive administrator on behalf of Prologis. Matt Singleton VP, AUTHORS Global Energy & Matt Sims Construction Manager, Development Energy msims@prologis.com msingleton@prologis.c +1 (510) 6614012 om +1 (206) 414 7606 63X13 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2018 City of Tukwila BUILDING DlVISi .. RECEIVED CITY OF TUKWILA MAR 23 2018 PERMIT CENTER JACKSON 1 MAIN ARCHITECTURE 4879 REGISTERED ARCHITECT 1 RE cti. • ERCICH STATE +F WASHINGTON Jackson 1 Main Architecture 311 First Avenue S. Seattle, Washington 98104 t 206.324.4800 e-mail: gregg.percich@jacksonmain.com These plans and specifications are the property of Jackson 1 Main Architecture, P.S. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Jackson 1 Main Architecture, P.S. All common law rights of copyright are hereby specifically reserved. Print Record 12/19/2017 FOR OWNER 12/26/2017 FOR PERMIT 03/21/2018 BLDG. CORRECT. Revision Record RAINER INDUSTRIES LOADING DOCK PROLOGIS RAINIER INDUSTRIES 6700 S. GLACIER STREET TUKWILA, WASHINGTON f � PROLOGIS' 12720 Gateway DR Suite 110 Tukwila, WA 98168 Telephone: 206.414.7600 Facsimile: 206.414.7601 Date Project No. Sheet Title LIGHTING SPECS Sheet No. A5.2 ❑ Released for Construction Not Released for Construction GRAPHIC SCALE 0 25' S' MATCH EXIST. INSTALL NEW 4.1' LONG CONCI2 RAMP 0 PER COT SlDEWALCSTD. IRS) -11 V MATCH EXIST. AC PAVEMENT REMOVE E I 0 CONCRETE CURB NEW ASPHPAVEMENT PATCH SAW CUT EXISTING DRIVEWAY & MATCH 59 CV P=23.45' REVIEWED FOR ODE COMPLIANCE APPROVED MAR 2 9 2019 CI City of BUIL D NG pIVI Tukwila i`R RM1T CENTER These plans have been reviewed by he Ttrbli . Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 3%zs i g DESIGNED BY: HCS CHECKED BY: JDD DRAWN BY: HCS APPROVED BY: JDD LAST EDIT: PLOT DATE: DATE BY REV# REVISION CKD APPR.