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Permit D17-0058 - EMERALD CITY MOVING & STORAGE - OFFICE SUITE IMPROVEMENT
EMERALD CITY MOVING & STORAGE 18325 SEGALE PARK B DR Dl 7-0058 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049119 18325 SEGALE PARK B DR Project Name: EMERALD CITY MOVING & STORAGE Permit Number: D17-0058 Issue Date: 5/19/2017 Permit Expires On: 11/15/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LIT INDUSTRIAL LTD PTNSHP 1717 MCKINNEY AVE #1900, DALLAS, WA, 75202 THERESA HAYES 1500 WESTLAKE AVE N - SUITE ONE , SEATTLE, WA, 98109 Phone: (206) 441-1449 PATTISON GENERAL CONTRACTOR Phone: (425) 978-8222 15235 NE 90TH ST BLDG U, REDMOND, WA, 98052 PATTIGC917C7 Expiration Date: 3/1/2019 LIT INDUSTRIAL LIMITED PART 1717 MCKINNEY AVE STE 1900 , DALLAS, TX, 75202 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENTS TO ANY EXISTING OFFICE SUITE ON THE SECOND FLOOR, SUITE 200, FOR OFFICE USE TO INCLUDE DEMOLITION OF CASEWORK AND PARTITIONS, NEW CONSTRUCTION OF PARTITIONS AND DOORS, NEW CASEWORK AND A FEW EXISTING LIGHTING RELOCATED. NO STRUCTURAL WORK AND NO ALTERATIONS TO THE BUILDING CORE. Project Valuation: $19,000.00 Fees Collected: $821.77 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIIB Electrical Service Provided by: TUKWILA Occupancy per IBC: S-1 Water District: HIGHLINE 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: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: E - 19-' 7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature:11C•-55&a Date: I f/i7 Print Name:,V,PC SAV\ H --/S (`e e) 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: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 0 0 6: 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. 7: 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. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 11: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 12: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 14: Maintain fire extinguisher coverage throughout. 15: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 16: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 19: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 23: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 21: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) D 20: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 24: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 25: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 26: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0401 ROOF SHEATHING 4046 SI-EPDXY/EXP CONC 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. I!-7- 3(6s3 Project No. Date Application Accepted: J )0-1 7 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: 18325 Segale Park Drive B. King Co Assessor's Tax No.: 352304-9119 Suite Number: Floor: 1st floor Tenant Name: Emerald City Moving and Storage PROPERTY OWNER Name: LIT Industrial Limited Partnership Address: 1717 McKinney Ave., Suite 1900 City: Dallas State: TX Zip: 75202 CONTACT PERSON — person receiving all project communication Name: Theresa Hayes Address: 1500 Westlake Ave. N. , Suite one City: Seattle State: WA Zip: 98109 Phone: (206) 441-1449 Fax: Email: thayes@nelsononline.com GENERAL CONTRACTOR INFORMATION Company Name: Pattison General Contractor Address: 15235 NE 90th St., Bldg. U City: Redmond State: WA Zip: 98052 Phone: (425) 497-8222 Fax: Contr Reg No.: PATTIGC 917C7 Exp Date: Tukwila Business License No.: H'\Applications\Forns-Applications On LineV011 .Applications Permit Application Revised - 8-9-I I.docs Revised, August 2011 bit New Tenant: ❑ Yes ARCHITECT OF RECORD Company Name: Nelson Architect Name: Mark Evans Address: 1500 Westlake Ave. N. , suite one City: Seattle State: WA Zip: 98109 Phone: (206) 441-1449 Fax: Email: mevans@nelsononline.com ENGINEER OF RECORD Company Name: Engineers Northwest Inc., P.S. Engineer Name: Dale Kaemingk Address: 9725 Third Ave NE, Suite 207 City: Tukwila State: WA Zip: 98115 Phone: (206) 973-5423 Fax: (206) 522-6698 Email: dalek@engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Ft" /DM By eafif27Yommilik Name: LST AVM/S7R/44 L/H/In) PAR7n'HQSJ7lp Address: 1717 Mcl /n/Nmy Avg'., l/// re /900 City: pR i.LA-f State: rx Zip: 7 520Z Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 19,000 Describe the scope of work (please provide detailed information): Interior tenant improvements to any existing office suite on the second floor, suite #200, for office use to include demolition of casework and partitions, new construction of partitions and doors, new casework, and a few existing lighting relocated. No structural work and no alterations to the building core. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes O.. 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): 1,490,290 Floor area of principal dwelling: 232,612 Floor area of accessory dwelling: 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: . Handicap: Will there be a change in use? ❑ Yes ® No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities, and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\20l 1 Applications\Permn Application Revised - 8-9-I I.docz 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 ISI Floor 232,612 400 0 0 I11 -B sprinkle S-1 Storage 2nd Floor 0 3'd Floor 0 Floors thru 0 Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 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): 1,490,290 Floor area of principal dwelling: 232,612 Floor area of accessory dwelling: 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: . Handicap: Will there be a change in use? ❑ Yes ® No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities, and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\20l 1 Applications\Permn Application Revised - 8-9-I I.docz Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING /NFR A � R O1 A,A .( L Signature: iT ORIZ Date: 03/20/2017 Print Name: Patrice Jensen as managing eg�nt for LIT Industrial Limited Partnership Day Telephone: (253) 398-9004 Mailing Address: 20415 72nd Ave. South, Suite 210 Kent WA 98032 H:\ApplicationsFornts-Applications On Line1201 I Applications\Permit Application Revised - 8-9-1 Ldncx Revised: August 201 bh City Siate Zip Page 4 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): one existing sink replaced one existing dishwasher replaced Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila D...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View 0 .. Renton 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone 0 ...Total Fill cubic yards ❑ .. Storm Drainage ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis 0... Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank 0 .. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forns-Applications On Line \2011 Applications\ Permit .Application Revised - S-9-1I.docx Revised: August 2011 bh Page 3 of 4 Cash Register Receipt City of Tukwila` Receipt Number R1153O DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $584.89 D16-0283 Address: 18436`. CASCADE AVE S 160 Apn. 7888900030. $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 I 1.00 $67.83 D17-0058 Address: 18325 SEGALE PARK B DR Apn: 3523049119. $515:02 Credit Card Fee, $15.00 Credit Card Fee I R000.369.908.00.00 0.00 $15.00 DEVELOPMENT• $476.42 PERMIT FEE R000.322.100.00.00 0.00 $471.92 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $23.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11530 R000.322.900.04.00 0.00 $23.60 $584.89 Date Paid: Friday, May 19, 2017 Paid By: KEVIN HUDDLESTON Pay Method: CREDIT CARD 09220G Printed: Friday, May 19, 2017 2:15 PM 1 of 1 CSYSTEMS 1110 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $306.75 D17-0058 Address: 18325 SEGALE PARK B DR Apn: 3523049119 $306.75 DEVELOPMENT $306.75 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11109 R000.345.830.00.00 0.00 $306.75 $306.75 Date Paid: Monday, March 20, 2017 Paid By: NELSON WORLDWIDE INC Pay Method: CHECK 297 Printed: Monday, March 20, 2017 3:38 PM 1 of 1 CISYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit L7 -c 5-5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:,Type i�r t -D e&TY /Mot N6- of Inspection: BUILDING- RNk'L Address:' /153.523- Sr MAR Date Called: Special Instructions:Date D�R (ivi,z p , -/Aza FififA-Csnfpw C Wanted: l? --2-(e r -i 7 a.m. pan. Requester: Phone No: 9601 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: -2-1,-17. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 6141.1624Lb Cir/ siva iinl 6 r S-rOaA6- TyN of Inspection: [4tji c%-/6'7- ij9 Address: /L2s Ad.. (k/214 a 1)2 Date Called: % 1'2, —;4 7%,0Y -'-- Special Instructions: s/30 -9: yo Areo Li Date Wanted: f y / 7 as m Requester` Phone No: !l` Approved per applicable codes. D Corrections required prior to approval. COMMENTS: — ,Por Pd -A/ /71‘,/77-1//1/.- / �%Y- /i/ £/ L- % 1'2, —;4 7%,0Y -'-- elii - S I. r tocH Areo Li )11, 6' Inspector: r2d5', REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain' a copy .with permit INSP 10N NO. b17 -o PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: `M'i'eW. L arry �aG A 4 � faA6 Type of Inspection: .),v>i9eArb ) COL/AZ' Address: lin?S--..creAte A gg. pb Date Called: Special Instructions: Date Wante : f S 2t/% 7 a.0y p.m. Request /// Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: d/A Inspector: Ab/41/-1 DateS�, 74-ji 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must 'be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3:670 Project: .b iaT•1 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted/ / Sr72 /� % p.m. Requeste . Phone No: IV:1� Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 26 % REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: _./.07 -le -r -ii&::- 0,75-13 Sprinklers: Type of Inspection: 5/41,-/,--,‘" Address: l / Suite #: /82Z`� �, a '/,O y Contact Person: Special Instructions: Permits: r Phone No.: • x Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: 0,75-13 Sprinklers: Fire Alarm: / 0 Hood & Duct: Monitor: Pre -Fire: Permits: r Occupancy Type: Inspecto`r 0,75-13 Date: G/2.?// 7 Hrs.: (;, / 0 i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: Word/Inspection Record Form.Doc State: 3/14/14 Zip: T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ProjectiAL_ m _ . ��}�,, Type of Inspection: Address: ' Suite #: /1.1X- 4 Contact Person: Special Instructions: r v Phone No.: x Approved per applicable codes. Corrections required prior to approval. COMMENTS: "peeled ( '10a., Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector`: #101 Date: W./ 0 7 Hrs.: j c $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P."113 June 6, 2017 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: Emerald City Moving Permit Number: D17-0058 Address: 18325 Segale Park Drive Job Number: 17-0385 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: • Mechanical Anchor Bolt Installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC: Isaac Ruoff Project Manager RECEIVED CITY OF TUKWILA JUN 14 2017 PERMIT CENTER OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 17-0385 Report Number: 325964 Permit Number: D17-0058 Project: Emerald City Moving Client: Pattison General Contractors Address: 18325 Segale Park Drive, Tukwila Address: 15235 NE 90th St., Building "U", Redmond Inspector: Michael Turner Date: 5/24/2017 Description/Location: Inspected the installation of (8) W diameter x 5 W long Hilti KB -TZ expansion anchors for attachment of steel to south wall of the building. The inspected work was found to be done as per general notes and sheet S1.1 detail 5 of the approved plans. Intended Use: Connection of steel to existing concrete Building Code & Year: IBC 2015 Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform RECEIVED CITY OF TUKWILA JUN 14 2017 PERMIT CENTER er Hansen, 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. Page 1 of 1 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-87-02(Rev 05/13) Anchor Size & Quantity: 3A" (8) Anchor Style: ® Expansion ■ Screw ■ Sleeve ■ Drop In ESR Number: 1917 Anchor Manufacturer: Hilti Anchor Type: KB -TZ Hole Diameter: '/." Hole Depth: 4 W Required Embedment: 4" Anchor Length: 5 W Concrete Thickness: 6" Concrete Strength: Base Material: CI Normal Weight Concrete ■ Light Weight Concrete 0 CMU ■ Brick ■ Composite Deck Hole Cleaning: ■ Compressed Air ■ Hand Pump ■ Other: ORA Torque Wrench ID: 6038 Torque: 110 ft -lbs Drill Bit (ANSI B212.15): CI Yes IN No Weather: indoors Ambient Temperature: 67°F Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform RECEIVED CITY OF TUKWILA JUN 14 2017 PERMIT CENTER er Hansen, 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. Page 1 of 1 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-87-02(Rev 05/13) f.`✓,"Y: r. - , v ' itv+•.v`Y''k`Y'+k+:�.r=� OTTO ROSENAU & ASSOCIATES, INC. PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT 9 6 Ei6, Job Number: 17„0376 Permit Number: IDl7--(,0Sjg . Project:p) �.n2 Client: Address: d/ / Z5 3 4 Traik 'I , r Lkku j,1 Lt Contractor: ea ;SeligCieiV rill CC9t/1 Gt c t (S Inspector: r f. Date: S/Zy/17 t . DESCRIPTION/LOCATION ' b�t i� �/l> q I) p � to i h R t � t t d 'i"' /0 r ki At ') g q 14; i K31 �v,cns J Intended Use:cd d Crmcf a 4L) Building Code & Year:'gC201 Anchor Style: jR1 Expansion 0 Screw ■ Sleeve ■ Drop In Anchor Size & Quantity: s/yi) (7) ESR Number: 19 )1 Anchor Manufacturer: i3 l 1i Anchor Type: Kg Tz Hole Diameter: 3/y e' Hole Depth: y ki " Required Embedment: 4 " Anchor Length: //' Concrete Thickness: 6/./ Concrete Strength: Base Material: Normal Weight Concrete ■ Light Weight Concrete • CMU ■ Brick ■ Composite Deck Hole Cleaning: ■ Compressed Air ' • Hand Pump ■ Other: Drill Bit (ANSI 6212.15): fZ.Yes ■ No ORA Torque Wrench ID: 6031 Torque: 1 10 ft -lbs Weather: 'To Ambient Temperature: c.,7 e c COMMENTS o • Reference Standard(s) Used: Cute fr! f o}u S LI cmqi( 5 Conforms 7c, Does Not Conform Is this a re -inspection? RI No ❑ Yes - Original inspection date: Inspected by: Start Time: 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 1 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-87-02 (Rev 05/13) NA. Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and Project Title: Emerald City Moving and Storage Date 3/17/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: NELSON Company Address: 1500 Westlake Ave N, Suite One, Seattle, WA 98109 calculating cells are write - Applicant Name: Nixon Golla Applicant Phone: 206-441-1449 protected. Applicant Email: ngolla@nelsononline.com Project Description ❑ Plans Included ❑ New Building ❑ Addition si Alteration Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable ❑ ❑ provisions as a stand alone new construction project Refer to Section C502.2.6 for additional — requirements. Lighting systems in addition are combined with existing ❑ ❑ building lighting systems to demonstrate compliance Addition is combined with existing: 31.,� For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ❑ ■ ❑ Select all Lighting Power and Lighting Control elements that apply to the scope Less than 50% of existing are replaced ❑ ❑ of the retrofit project. If project includes a combination of spaces where less than Lamp and/or ballast replacement only - 50% of the existing fixtures are replaced existing total wattage not increased ❑ ❑ ❑ in some spaces, and 50% or more of the 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total fixtures are replaced in others, then LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed provide separate lighting power compliance forms for the two retrofit Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. conditions. Spaces undergoing the same Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the type of retrofit may be combined into one total lighting power prior to alteration, Include new + existing -to -remain fixtures in the Proposed Lighting lighting power compliance form. Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total Refer to Section C503.6 for additional installed wattage for exterior luminaires. requirements. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be New wiring installed to serve added commissioned per C408.3. fixtures and/or fixtures relocated to new ❑ ❑ ❑ circuit(s) New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting ❑ No changes are being made to controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. the interior or exterior lighting New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. uses and configuration are not Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. changed. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use ❑ Existing interior lighting systemsin areas.under-going a change in space use are upgraded to comply with LPAs for the ney', spanryPee er T.,ables C40S74"2(1)or C405.4.2(2). s v i, u t-lJk 71 ll Identifyinterior spaces requiring LI t _ e o he current CodeJn-P opFittigeraptre table in LTG -INT -BLD or LTG-INT-SPACEform. APPRovfmn 1 OF TIIKWII A oo 8042017 of Tukwila BUILDING DIVISION MAR 20 2017 ERMIT CENTER Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stori Project Title: Emerald City Moving and Storage Date 3/17/2017 Interior Lighting System Description Relocated or new building standard light fixtures. Interior Lighting Power Allowance Method ❑ Building Area Method ' Space -by -space Method Select method used in project. Interior Lighting Controls ❑ All C405.2.1 - C405.2.8 Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting 0 Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Emerald City Moving and Storage Date 3/17/2017 Calculation Area NOTE 9 0 0 Addition - 0 Addition stand alone + existing O Spaces where < 50% of 0 Spaces where z 50% of O luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type ® Standard O Additional Efficiency Package Option a C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 29 Location (plan #, room #) Space Type Ceiling Height NOTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) 64 Office: Open plan 9' -0" 1719 0.780 1341 Conference/meeting/multipurpose 9'-0" 266 0.980 261 Office: Enclosed - 1X4 Office: Enclosed 9' -0" 1237 0.890 1101 1 Storage room 9'-0" 92 0.500 46 32 Restroom: all other 9' -0" 391 0.780 305 19584 Warehouse: Medium/bulky palletized items 32' -9" 60862 0.460 27997 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 64567 LTG -INT -DISPLAY Allowed Watts Allowance from 31050 Proposed Lighting Wattage"' Location (plan #, room #) Fixture Description NOTE 4, 5, s Number of Fixtures Watts/ Fixture NOTE Watts Proposed Office: Open plan 29 64 1856 Office: Open plan - 1X4 2 32 64 Conference 6 64 384 Office: Enclosed 25 64 1600 Office: Enclosed - 1X4 2 32 64 Storage 1 64 64 Restroom 10 32 320 Warehouse 153 128 19584 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 23936 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4. I, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided WSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. SEATTLE SOUTH BUSINESS PARK EMERALD CITY MOVERS 18325 Segale Park Drive B Tukwila, Washington 98188 STRUCTURAL CALCULATIONS for CEILING SUPPORT 2012 International Building Code March 17, 2017 ENW Project No. 77071017 005$ • RECEIVED CITY OF TUKWILA MAR 20 2011 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2017 City of Tukwila BUILDING DIVISION • 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207. SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT 3\f3'Ir 172?L-1)(7) ' Frik('s 1'0 lel DATE SUBJECT 1 t7 c C i SHEET OF B P4: LDD 0 Q. ztAP 2 ( )u ( 9, 0 t 0 ) if 00 3 (6)2 -G5 e /2' f, 1546 1LIGA 2007 NASPEC Project: emerald city J1 Date: 2/15/2017 Model: 40.0 21.00 ft Unif Ld lb/ft R2 Section : 800S162-68 Single C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 4150.2 Ft -Lb Moment of Inertia, I= 7.070 in^4 Va = 4220.7 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 2205.0 0.531 2205.0 Full 4150.2 0.531 0.839 L/300 Distortional Buckling Check K -phi Lm Brac Ma -d Mmax/ Span lb-in/in (in) Ft -Lb Ma -d Center Span 0.00 252.0 3759.1 0.587 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (lb) (Ft -Lb) Value Req'd ? R1 420.0 1.00 882.0 1543.5 0.0 0.25 No R2 420.0 1.00 882.0 1543.5 0.0 0.25 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 420.0 0.0 1.00 0.10 0.00 0.01 NA R2 420.0 0.0 1.00 0.10 0.00 0.01 NA ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT 9725 THIRD AVE NE, SUITE 207. SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT ..5-(5)F F,L0(. ci- DATE 9 -IS-)7 SHEET c3 OF Fro cr-rid LA b 250 R) .4 (0 1000 /62 ‘*g 2007 NASPEC Project: emerald city J1 Model: R1 Point Loads P1 Load(Ib) 250 X-Dist.(ft) 10.50 P1 21.00 ft Date: 2/15/2017 irR2 Section : 1000S162-68 Single C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 5375.5 Ft -Lb Moment of Inertia, I = 11.978 in"4 Va = 3345.4 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 3517.5 0.654 3517.5 Full 5375.5 0.654 0.731 L/345 Distortional Buckling Check K -phi Lm Brac Ma -d Mmax/ Span lb-in/in (in) Ft -Lb Ma -d Center Span 0.00 252.0 4696,2 0.749 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (1b) (Ib) (Ft -Lb) Value Req'd ? R1 545.0 1.00 853.6 1493.8 0.0 0.33 No R2 545.0 1.00 853.6 1493.8 0.0 0.33 No P1 250.0 1.50 2087.5 3444.4 3517.5 0.46 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 545.0 0.0 1.00 0.16 0.00 0.03 NA R2 545.0 0.0 1.00 0.16 0.00 0.03 NA P1 125.8 3517.5 1.00 0.04 0.65 0.43 NA 2007 North American Specification ASD DATE: 2/14/2017 SSBP 2 - Emerald City Moving J1 SECTION DESIGNATION: 8005137-97 [50] Single Input Properties: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 8.000 in 1.375 in 1.375 in 0.375 in 1.500 in Floor Solver Design Data - Simple Span Joist Span 21.00 ft Dead Load = 10.0 psf Live Load = 20.0 psf Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold -Work, Fya = Punchout Length = Joist Spacing 24.0 in Check Flexure Mmax = 3308 Ft -Lb <= Ma = 5363 Ft -Lb & Ma(distortional) = 5326 Ft -Lb K -phi for Distortional Buckling = 0 Ib*in/in Check Deflection Total Load Defl Limit: L/240 Total Load Defl. = 1.035 in Live Load Defl Limit: L/360 Live Load Defl. = 0.690 in Total Load Defl. Ratio = L/243 Live Load Defl. Ratio = L/365 Check Web Crippling Web Crippling capacity not reduced for punchouts near ends of member Rmax = 630 lb End Bearing Length = 1.00 in Ra = 1702 lb >= Rmax, stiffeners not required Check Shear Vmax = 630 lb Shear capacity not reduced for punchouts near ends of member Va = 10885 lb >= Vmax C5 0.1017 in 0.1526 in 50.0 ksi 50.0 ksi 4.000 in ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525---7560 FAX (206) 522-6698 PROJECT # PROJECT C v r3Li C DATE a 1ui -r)1 SUBJECT E. ! i ` SHEET CG" OF BY (0 IL 2 2007 North American Specification ASD DATE: 3/2/2017 B1 SECTION DESIGNATION: 1000S162-54 [50] (2) Boxed Input Properties: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 10.000 in 1.625 in 1.625 in 0.500 in 1.500 in Header/Beam Solver Design Data - Simple Span Header/Beam Span 12.00 ft Dead Load = 100.0 lb/ft Live Load =. 200.0 lb/ft Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold -Work, Fya = Punchout Length = Deflection Limit L/360 DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb = 1.14 lyy (Box) = 3.148 in^4 J (Box) = 8.688 in^4 Lu = 616.7 in Mmax = 5400 Ft -Lb <= Ma = 7844 Ft -Lb Check Deflection Deflection Limit: L/360 Maximum Deflection = 0.253 in Deflection Ratio = L/570 Check Shear Vmax = 1800 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 3322 lb >= Vmax Check Web Crippling Rmax = 1800 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 1106 lb < Rmax, STIFFENERS REQUIRED L7 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in ausGsDesign Maps Summary Report User -Specified Input Report Title Emerald City Moving Wed February 15, 2017 17:51:38 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.47399°N, 122.26096°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III SLU?. AAtt1E BASE Vel sow Burl et SEAT E+ .' TR (OVA nt Z 1,1R°OrtT r�.• Des Moes USGS-Provided Output Ss = 1.473 g S, = 0.551 g SMS = 1.473 g SM3 = 0.826 g ks 90; Fa - Issaquah Maple Valley S°s = 0.982 g So, = 0.551 g F Hot C e4 For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.CS 1 50 1.25 1.20 1 05 Q' 050 y 0.75 0 CC 0.45 0.30 0 15 0 00 0.00 MCEA Response Spectrum 0.70 0.40 0.00 0.00 1.00 1.20 1.40 1 C0 1 Co Period, T (sec) 2 0( 1.10 1.00 0.90 0.90 0.70 DAG to 0.50 0,40 0.30 0.70 010 0.00 ±' 00 Design Response Spectrum 0 20 0 40 0.00 0 00 1.00 1 20 1.40 1.00 1.90 Period, T (sect 20C ENGINEERS -NORTHWEST .I NC. P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 * * * * Property of Engineers Northwest, Inc., P.S.- Use by others unlawful " " ASCE 7-10 Seismic Loads per ASCE 7-10- Chapter 12 Seismic Design Requirements for Building Structures Input Cells = Project Number: Project Name: SSBP Bldg 2 - Emerald City Moving Location: Tukwilla WA Design By: 1. 2016 CBC Section 1613 / ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure All references below are to ASCE 7-10 (U.N.O.) Basic Seismic Force Resisting System = Basic Seismic Force Resisting System = Is diaphragm considered flexible? = Structural height, ho = Ss Si = TL = Site Class (soil) = Risk Category = Top of wall elevation (parapet) = Elev. of top of wall lateral support (max.) = Elev. of top of wall lateral support (min.) = Regular structure <_ 5 stories ? _ Site Coefficient, Fa = Site Coefficient, F, = SMS = SM1 = SDS = S01 = Seismic Design Category (SDC) _ To = Ts = Ct = Period, T = Sa = Response Modification Coefficient, R = System Overstrength Factor, Oa = Deflection Amplification Factor, Cd = Importance Factor, le = Detailing Reference Section = Cs caic = Csmax = Cs min = Cs use = vu = V= Input SHEET i1 OF A17. Light -frame walls with shear panels of all other materials = Bearing Wall Systems ft spectral response acceleration at a period of 0.2s for Site Class B spectral response acceleration at a period of 1.0s for Site Class B Long -period transition period Table 1.5-1 ft ft (roof high point- minimum parapet) ft (roof low point- maximum parapet) Section 12.8.1.3 Output 1 Table 11-4.1 1.5 Table 11-4.2 1.473 Eqn 11.4-1, with 2013 CBC 1616.10.11 modifications 0.827 Eqn 11.4-2 0.982 Eqn 11.4-3 0.551 Eqn 11.4-4 D Section 11.6 & Tables 11.6-1 & 11.6-2 0.112 Section 11.4.5, 0.2Sd1/Sds 0.561 Section 11.4.5, Sd1/Sds 0.02 Table 12.8-2 0.121 sec, Section 12.8.2.1 (Eqn 12.8-7) 0.982 Section 11.4.5 (Eqns 11.4-5, 11.4-6, 11.4-7) 2 Table 12.2-1 2 Table 12.2-1 2 Table 12.2-1 1 Table 1.5-2, by Risk Category 14.1 and 14.5 0.491 Section 12.8.1.1, Eqn 12.8-2 2.277 Section 12.8.1.1, Eqns 12.8-3 & 12.8-4 0.043 Section 12.8.1.1, Eqns 12.8-5 & 12.8-6 0.491 Section 12.8.1.1, Eqns 12.8-2 - 12.8-6 0.491 * W (LRFD) Section 12.8.1, Eqn 12.8-1 0.344 *W (ASD) E = 0.196 * D = +/- SDS D (Eqn 12.4-4) - May be zero for proportioning foundations. ASCE7-10 Seismic Loads (CBC2016).xlsx EQ ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS C C, j9725 THIRD AVE NE, SUITE 207, SEATTLE, W.A/988115 (206) 525-7560 FAX (206) 522-6698. PROJECT # PROJECT ? / V/ f - )L i/ 6 - f bi FKALO C\ { DATE p SUBJECT SHEET C1 D OF BY s x.1.5 rY ► LAif, 5.1.0Ft SS 0 ch.) 3 `1 q' (ii 15;) /0,e,20 - -73 ‘R -230 20 VEPY Gw . s 10 toe iF1\ W ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT PROJECT SUBJECT 9725 THIRD AVE NE, SurrE 207, Sr•.ATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 E ,,t) (Ty DATE 5- 7 SHEET �1� OF By P S^ifNI- C . CUAhL oU , 91RMIT COORD COPY- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0058 DATE: 03/20/17 PROJECT NAME: EMERALD CITY MOVING & STORAGE SITE ADDRESS: 18325 SEGALE PARK B DR X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 4E AuK 3-4)-011 Building Division ublic Wor s irct KA Iwo 011\11 Fire Prevention Structural ❑ Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/21/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) 6i,.` "et S (• f DUE DATE: 04/18/17 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 PATTISON GENERAL CONTRAC,T,.. R Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of 1164, Labor & Industries C Search L&I Page 1 of 2 A -Z Index Help My L&1 Workplace Rights Trades & Licensing PATTISON GENERAL CONTRACTOR Owner or tradesperson Principals PATTISON, MICHAEL WINFIELD, PRESIDENT PATTISON, JAN LA REE LOUISE, VICE PRESIDENT Doing business as PATTISON GENERAL CONTRACTOR WA UBI No. 602 182 087 Parent company PATTISON INC 15235 NE 90th Street Bldg U REDMOND, WA 98052 425-497-8222 KING County Business type Corporation Governing persons JAN LL PATTISON MICHAEL W PATTISON; ZACHARY V MASON; 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. PATTIGC917C7 Effective — expiration 02/27/2009— 03/01/2019 Bond ................. FIRST NAT INS CORP Bond account no. 6519060 $12,000.00 Received by L&I Effective date 02/20/2008 02/27/2009 Expiration date Until Canceled Insurance .............................. Charter Oak Fire Ins Co $1,000,000.00 Policy no. DTCO8G246583-15 Received by L&I Effective date 02/16/2017 02/24/2016 Expiration date 02/24/2018 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 5/19/2017 PATTISON GENERAL CONTRACTOR 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, but some debts may be recorded by other agencies. License Violations _ .................................... No license violations during the previous 6 year period. 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 910,332-03 Doing business as PATTISON GENERAL CONTRACTOR Estimated workers reported Quarter 1 of Year 2017 "21 to 30 Workers" L&I account representative T5 / MELISSA VEST (360)902-5613 - Email: VESM235@lni.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. 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=602182087&LIC=PATTIGC917C7&SAW= 5/19/2017 SSBP-CV-01.dwg A B C D E F 1 4 5 6 10 ACT ACOUSTICAL CEILING TILE MAX MAXIMUM ADJ ADJACENT / ADJUSTABLE MECH MECHANICAL AFF ABOVE FINISH FLOOR MFR MANUFACTURER ALT ALTERNATE MIN MINIMUM• ALUM ALUMINUM MISC MISCELLANEOUS APPROX APPROXIMATELY MTD MOUNTED @ AT MTL METAL BLDG BUILDING MUL MULLION . BLKG BLOCKING MW MICROWAVE OVEN B/S BUILDING STANDARD N NORTH / NEW CAB CABINET N/A NOT APPLICABLE CLR CLEAR/CLEARANCE NIC NOT IN CONTRACT CLG CEILING NO NUMBER CL CENTERLINE NOM NOMINAL COL COLUMN NTS NOT LE COMM COMMUNICATION OC ON CENTERS COMP COMPOSITION OPNG OPENING CONST CONSTRUCTION OPP OPPOSITE CONT CONTINUOUS ORIG ORIGINAL CPT' CARPET PERM PERMANENT CT CERAMIC/CONCRETE TILE PL PLATE DIA . DIAMETER PLAM PLASTIC LAMINATE DIM DIMENSION PLYWD PLYWOOD DR DOOR PR PAIR DW DISHWASHER PTN PARTITION DRAWING R RADIUS /REMOVE /RELOCATE E EXISTING / EAST RB RUBBER BASE EA EACH REF REFRIGERATOR EAD EXIT ACCESS DOOR REFL'D REFLECTED ELEC ELECTRIC REINF REINFORCING ELEC'L ELECTRICAL REM REQUIRED ELEV ELEVATION (VIEW) REV REVISION / REVERSE EQ EQUAL RM ROOM EXIST EXISTING RO ROUGH OPENING EXT EXTERIOR S SOUTH FIN FINISH SCHED SCHEDULE FLR FLOOR SC SOLID CORE FLUOR FLUORESCENT SECT SECTION FMC FLOOR MATERIAL CHANGE SIM SIMILAR FR FIRE RATED SPEC SPECIFICATION FT FEET SQ SQUARE FURN FURNISH /FURNISHINGS STD STANDARD GA GAUGE STL STEEL GALV GALVANIZED STOR STORAGE GD GARBAGE DISPOSAL SUSP SUSPENDED GL GLASS / GLAZING TEL TELEPHONE GWB GYPSUM WALL BOARD TSG TEMPERED SAFETY GLASS HC' HOLLOW CORE TYP TYPICAL HDW HARDWARE UNO UNLESS NOTED OTHERWISE HM HOLLOW METAL VCT VINYL COMPOSITION TILE HT HEIGHT VERT VERTICAL HVAC HEATING, VENTILATING, W WEST AIR CONDITIONING W/ WITH IN INCH W/O WITHOUT INCL INCLUDE WC WALLCOVERING INSUL INSULATION WD WOOD INT INTERIOR JT JOINT LL@TE BY LANDLORD AT TENANT'S EXPENSE LINEAL FOOT SCOPE OF WORK TENANT IMPROVEMENT TO THE SOUTHEAST PORTION OF THE 1ST FLOOR FOR OFFICE USE TO INCLUDE: DEMOLITION OF EXISTING CHAINLINK FENCE CONSTRUCTION OF NEW PARTITION AND DOOR • CONSTRUCTION OF NEW CEILING PER STRUCTURAL DRAWINGS • PATCHING OF EXISTING FINISHES • RELOCATE EXISTING LIGHT FIXTURE •.-- IT 1 AREA OF WORK: ±400 SQ.FT.� �� i :r '�'" �� AREA OF SUITE: ± 64,726 SQ.FT. I Lr...Cf ` { • ` o awn:cal AREA OF FLOOR: +1-232,612 SQ. FT.rir�e;Cl2c;r;Cai ? ttI robin g OCCUPANCY TYPE: GROUP S-1 (STORAGE) "' CteGas Piping CONSTRUCTION TYPE: III -B SPRINKLERED city of Tu ;�,ti ila ,I D_ ,� 1 APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE IBC ( ) 20121NTERNATIONAL FIRE CODE (IFC)DWG 2015 INTERNATIONAL MECHANICAL CODE (IMC) ICC/ANSI 117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2015 UNIFORM PLUMBING CODE (UPC) 2014 NATIONAL ELECTRICAL CODE (NEC) WASHINGTON INDOOR AIR QUALITY CODE ASSESSOR'S PARCEL#: 352304-9119 LEGAL DESCRIPTION SEATTLE SOUTH BUSINESS PARK AREA OF WORK EXISTING 1 -STORY WAREHOUSE BUILDING W/ ACCESSORY OFFICE 'I' 40O SF ( — PARKING AREA NO CHANGE IN BUILDING AREA NO CORE / SHELL WORK NO EXTERIOR WORK i! I NO CHANGE IN USE LOADING < �< AREA -J . / -_ , 1 D OCCUPANT LOAD: EAD J IIIIIr'_ -_—_ OFFICE . . . ./ •iii== -mi PER IBC TABLE 1004.1.2: 500 SF PER OCCUPANT LOADING EAD � It..3--' FOR WAREHOUSE - GROUPS NUMBER OF REQUIRED EXITS PER IBC 1015.1. EAD"''�F�i�ii I PARKING ! ; i -1 I ------------------• --- ----- --- �� AREA 64,726 SF @ 1:500=130 OCCUPANTS 2 EXIT(S) REQUIRED, 6 EXIT(S) PROVIDED t j� ��`� •.� I I J ��`� i TRAVEL DISTANCE: I 1 �- 881 MAXIMUM LENGTH ALLOWED IS 300' PER IBC -\ TABLE 1016.2. i , 1 i I AD �F PAR A OF TUKWILA SW 1/4 OF SD SEC PROJECT D BLA #L02-029 REC #20021007900001 SD PAR LOCATED E 1/2 & I RE CTO RY i i POINT WHERE TWO PATHS TO SEPARATE EXITS ADJACENT SUITE WAREHOUSE I WAREHOUSE ARE AVAILABLE. � i COMMON PATH OF EGRESS BUILDING REPRESENTATIVE TENANT Ii i / 1111 TRAVEL: CBRE EMERALD CITY MOVING AND STORAGE 20415 72ND AVENUE SOUTH, SUITE 210 18325 SEGALE PARK DRIVE B KENT, WA 98032 TUKWILA, WA 98188 CONTACT: TED HARMS CONTACT: PETE MESCEDA PHONE: (253) 872-9878 PHONE: (253) 796-3900 FAX: FAX: EMAIL: Ted.Harms@cbre.com EMAIL: pmesceda@emeralcity ms.com DESIGNER CONTRACTOR r 1 i i EAD i ! i � � � � LOADING , LOADING AREA MAXIMUM LENGTH ALLOWED IS 100' PER IBC TABLE 1014.3. LONGEST COMMON PATH OF EGRESS TRAVEL _ + 38 ' i I - .•' �`—''-6 `� oma----. NELSON TBD 1500 WESTLAKE AVE. N, SUITE ONE SEATTLE, WASHINGTON 98109 CONTACT: THERESA HAYES TELEPHONE: (206)441-1449 EMAIL: thayes@nelsononline.com GENERAL NOTES C)LF NORTH 1 • ABBREVIATIONS NA 2 1ST FLOOR EXITING DIAGRAM AND OCCUPANT LOAD CALCULATIONS SCALE: 1/32''=1'-0" MECHANICAL PLUMBING FIRE NOTE: rfl r 1. COMPLY WITH ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY FIELD CONDITIONS PRIOR TO PURCHASING MATERIALS ORCOMMENCINGTHE WORK. 3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO NELSON BEFORE PROCEEDING NY DISCREPANCIES THE WORK. 4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK. 5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK. 6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES. 7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS. 9. LEVEL THE FLOOR. DEVIATIONS OF ± 1/2” WITHIN 10'-0” IS THE ACCEPTABLE LIMIT. 10. GENERAL CONTRACTOR SHALL REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO SENDING COPIES TO NELSON FOR REVIEW AND COMMENT. 11. THE BUILDING OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND STANDARDS OF CONDUCT. 12. DO NOT SCALE DRAWINGS. 13. GENERAL CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND STAGING OF MATERIALS. ',5`„,` ,r`n t SITE PLAN IS NOT 9'LffthSt Sr,6t,$. �� P ,,.� �a o�p �� ti !spa g G�S,e,Dr REPRESENTATIVE AREA OF WORK PROTECTION AND LIFE SAFETY NOTES v „ �� - �OF �,,,M 5,7„�14 tiHome t Stitt t 5119'Et&{ ? Re48�CM¢tit3f . ` ', oar wya>azstz NCP ersysems ,;gr �� b A r� r� r3 s iso st .. y,rm ;; c, n ori 1 i , - _ at ' x a <r A G SURVEY. LEGAL RV A Q` cl QP Q- 6' 1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN / BUILD CONTRACTORS - DEFERRED SUBMITTALS. 2. REBALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER AND/OR NELSON. 3. CLEAN ALL DIFFUSERS & GRILLS. 4. VERIFY LOCATION OF THERMOSTATS WITH OWNER OR ARCHITECT PRIOR TO FINAL INSTALLATION. 5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE BARRIERS OR SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE DURING CONSTRUCTION TO OTHER TENANTS WITHIN THE BUILDING. 6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING.; 7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION FROM THE BUILDING REPRESENTATIVE. 8. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY.818.4tSt 9. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. 10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY NON -AUTHORIZED PERSONNEL AND AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS. 11. N.F.P.A. I I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL. 12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED W AND SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL AND SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY CODE. 13. MAINTAIN INTEGRITY OF FIRE -RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY -APPLIED FIREPROOFING. int; a �, _� ��,�s� � �' - --- r'= '''�r -- - —.r.__...4.111 -�s „t? ,, s�a - �=p, a ec '- l co r • : • • : : - .• • . ' :amu•- _ :�'-- �-� �I a • I I �(� -1 ,' h Flath5 g.-••• _' 51xd„ �� r �'8"t•3` , t : • : • : : I : I. : : ; - I o {! e l e : e : o . e = . ., `� �t man �'E�`a ��� P S > r r f t , ` '"� t _ g � ''•R°`ts ` 'S `,, , ''°2" r M"" e _ SBS, �' Q' Q C� CO `SF t. /� FC C ) 18325 SEGALE PARK B AREA OF WORK � NORTH 18325 SEGALE PARK B NORTH NORTH 3 VICINITY MAP NA 4 SITE PLAN NTS 5 KEY PLAN NA 6 PROJECT INF0RMATION NA TI -1 COVER SHEET TI -2 DEMOLITION, CONSTRUCTION & REFLECTED CEILING PLANS S1-1 GENERAL NOTE, PLAN, & SECTIONS RECEIVED CITY OF TUKWILA MAR 20 2017 PERMIT CENTER b 11 005 0 7 NOTES NA 8 NOT USED NA 9 NOT USED NA 10 NOT USED NA 11 SHEET INDEX NA NELSON Nelco Architecture, Inc. a licensed affiliate 1500 Westlake Avenue N, Suite One Seattle, WA 98109 Phone: (206) 441-1449 FILE CC DY Permit No. ( Plan review opprovEl is subjsct t-) errors and ori iso:c - Approval of consirucrlon doci.nm nts c neo not autnv w: the violation of any adopted coda or ordinance. of approved Field Copy and conciiiiions is avknowledce6 By: ,k_cik),A a�I Date: sl G J (.7 City of Tukwila BUILDING DIVISION • REv!S!ONS -� No changes sh^1, -lade to the scope of work with- - -)r approval of Tuhvisa r. Division. NOTE: Revisions v. i I o a new plan submittat and may rnotu :, r ..'. ;ei plan review fees Consultant: EMERALD CITY MOVING 18325 SEGALE PARK DRIVE B TUKWILA, WA 98188 Client: ISSUED FOR PERMIT TH 03/17/17 Description: No: By: Date: SEATTLE SOUTH BUSINESS PARK - BLDG 2 18325 SEGALE PARK DRIVE B TUKWILA, WA 98188 Project Title & Address: REVIEWED FOR CODE COMPLIANCE COVER SHEET APPROVED APR 042011 Sheet Title: Proj. No: 17004.00 Drawn By: TI Project Manager: TI P42"' City of Tukwila BUILDING DIVISION , Prepared By: TH Date: 03/10/17 Reviewed By: MDE Date: 03/10/17 Approved By: MDE Date: 03/10/17 TI -1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON 2017 ALL RIGHTS RESERVED A B C D E to awl c ' v I 0I-- CO io co 0 M Um G Le.) 'a 0 � cn N N O C X • N 0 N m, om U) r ..o oIf N I CO N- m N cn , coEaim 0 aC00� of_wax 1 3 4 5 6 9 10 n 1ST FLOOR DEMO PLAN 1/8" =1i-0" 5' 0 10' 20' DEMOLITION LEGEND 30' EXISTING CONSTRUCTION TO REMAIN = _ = EXISTING CONSTRUCTION TO BE DEMOLISHED DEMOLITION NOTES 1. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING DEMOLITION. 2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING REPRESENTATIVE. 3. ALL DEBRIS SHALL BE REMOVED FROM THE DEMOLITION SITE DAILY. 4. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING REPRESENTATIVE'S RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 5. CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 6. CONTRACTOR SHALL NOTIFY BUILDING REPRESENTATIVE AND NELSON OF ANY DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING. 7. GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING REPRESENTATIVE. DEMOLITION KEYNOTES OEXISTING CHAINLINK FENCE TO BE REMOVED TO ALLOW FOR INSTALLATION OF NEW WALL. OEXISTING LIGHT FIXTURE TO BE REMOVED AND SAVED FOR RELOCATION. NORTH L1-1 fa - O NEW SHOP 133 O 1ST FLOOR CONSTRUCTION PLAN 1/8" =1'-0" 0 5' 10' 20' CONSTRUCTION LEGEND 30' r n EXISTING CONSTRUCTION NEW TENANT PARTITION, SEE DETAIL 4/TI-2 NEW TENANT PARTITION, MATCH ADJACENT WALL CONSTRUCTION ALIGN CONSTRUCTION NOTES 1. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING CONSTRUCTION. 2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES & THE BUILDING OWNER / MANAGEMENT AND TENANT. 3. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS. 4. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. 5. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. 6. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO NELSON. 7. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD WORKING ORDER. 8. PATCH AND PAINT ALL SURFACES AFFECTED BY DEMOLITION. CONSTRUCTION KEYNOTES ONEW CHAINLINK FENCE WITH NEW 6'-0"X 7'-0" CHAINLINK DOOR TO MATCH EXISTING NORTH n I I I I U® W 1ST FLOOR REFLECTED CEILING PLAN 1/8" =1'-0" 5' 0 10' 20' CEILING LEGEND 30' EXISTING CEILING GRID AND TILES TO REMAIN EXISTING LIGHT FIXTURES TO REMAIN CEILING NOTES 1. CHECK FOR CONFLICTS BEFORE INSTALLING OR RELOCATING LIGHT FIXTURES. NOTIFY NELSON OF ANY CONFLICT(S). 2. REPLACE DAMAGED CEILING TILES AND GRID AS NECESSARY TO BRING CEILING TO "LIKE NEW" CONDITION. 3. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING. 4. MAINTAIN 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF ANY V.A.V. BOXES. 5. DAYLIGHT ZONE CONTROL: DAY LIGHTING AS DEFINED BY CODE SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS PER SECTION C405.2.2.2 OF THE WASHINGTON STATE ENERGY CODE. 6. FIRE SPRINKLER INSTALLATION TO BE DESIGN - BUILD WITH DEFERRED PERMIT SUBMITTALS. 7. COMMISSIONING REQUIREMENTS: TEST LIGHTING CONTROLS TO ENSURE THAT THE SYSTEMS COMPLY WITH CODES. PROVIDE A WRITTEN REPORT OF TEST PROCEDURES AND RESULTS TO THE OWNER. USE OCCUPANCY SENSORS AS REQUIRED. 8. EXIT SIGNS ARE INDICATED ON THE REFLECTED CEILING PLAN. THEIR FINAL PLACEMENT IS TO BE COORDINATED IN THE FIELD WITH THE INSPECTOR. LIGHTING CALCULATION EXISTING CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING LIGHTING LAYOUT USES 113 FIXTURES. THE NEW LAYOUT RELOCATES ONE OF THE EXISTING FIXTURES. 1/113 x 100 = 0.01% WHICH IS LESS THAN THE 50% ALLOWABLE CHANGE PER 2015 WSEC LIGHTING ALTERATION EXCEPTION C503.6. EXISTING WATTAGE STAYS THE SAME. CEILING KEYNOTES ED NEW CEILING THIS ROOM PER STRUCTURAL ORELOCATED EXISTING LIGHT FIXTURE NORTH 5/8" GWB, TYPE 'X' OVER PLYWOOD PER STRUCTURAL GALV. STEEL SILL TRACK. ATTACH TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWER DRIVEN FASTENER WITH MIN. 1" EMBEDMENT @ 16" O.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS). NEW CEILING JOIST, PER STRUCTURAL 5/8" FIRE RETARDANT TREATED PLYWOOD BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE- REFER TO DRAWING PLANS). ALTERNATE FOR BLOCKING: 20° WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) 5/8" GWB, TYPE 'X' EXISTING STRUCTURE (BELOW) GALV STEEL STUD, PER STRUCTURAL Il STANDARD TENANT PARTITION 1/8" =1'-0" RECEIVED CITY OF TUKWILA MAR 2 0 2017 PERMIT CENTER NELSON Nelco Architecture, Inc. a licensed affiliate 1500 Westlake Avenue N, Suite One Seattle, WA 98109 Phone: (206) 441-1449 Consultant: EMERALD CITY MOVING 18325 SEGALE PARK DRIVE B TUKWILA, WA 98188 Client: ISSUED FOR PERMIT TH 03/17/17 Description: No: By: Date: SEATTLE SOUTH BUSIt 18325 SEGALE PARK D TUKWILA, WA 98188 Project Title & Address: ES --- P{,A�RK�t tD 1{IE�.�'VVBs L.i (- CODE COMPLIANCE VEPPROVED APR 0 4 2011 UItV Of I uKwlla BUILDING DI`,IISIO DEMOLITION, CONSTRUCTION & REFLECTED CEILING PLANS Sheet Title: Proj. No: 17004.001 Drawn By: TH Project Manager: TH Ti....2 Prepared By: TH Date: 03/10/17 Reviewed By: MDE Date: 03/10/17 Approved By: MDE Date: 03/10/17 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK © NELSON 2017 ALL RIGHTS RESERVED L:\_pre88\77071\77071017\Segale Emerald City Moving -Partial Ceiling Framing Plan-48-77071017.dwg, 03-17-17, 3:52pm, DAVET, 48 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location - Seattle South Business Park 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2015 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - ASCE 7-10 3. DESIGN LOADS a. Seismic b. Load Combinations Risk Category II Ss = 1.473, S1 = 0.551, le = 1.0, Site Class "D" and SDS = 0.982, SD1 = 0.551. Seismic Design Category = "D" Basic Seismic Force Resisting System = BWS Cs = 0.491, R = 2 Equivalent Lateral Force Procedure used. Mech. & Refrigeration unit loads will be picked up at the point of the units and transferred into the lateral system. Sprinkler lines will be braced to top of girders or top chord of steel truss, by the sprinkler contractor. All Code required load combinations are to be used in the building design. CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS: CONCRETE HILTI KWIK BOLT TZ PER ESR -1917 CMU HILTI KWIK BOLT 3 PER ESR -1385 ADHESIVE ANCHORS: CONCRETE CMU HILTI HIT-HY 70 PER ESR -2682 UNREINFORCED MASONRY HILTI HIT-HY 70 PER ESR -3342 #10 SCREW @ 6"oc rout de Io5-f-(ci b in aft 5(i -e, cAtc v"€'.z eliaKsfe e4 qw !/S 4k(110 r c o?'c aka V HILTI HIT-RE500 -SD PER ESR -2322 AND HILTI HIT-HY 200-R PER ESR -3187 JOIST PER PLAN @ 24"oc 5/8" PLYWOOD EXIST. 6" MTL STUD WALL w/ 5/8" GWB ON EA SIDE CAST IN PLACE ANCHORS: CONCRETE CMU SCREW ANCHORS: CONCRETE CMU EMBED PER IBC TABLE 1908.2 EMBED 7 BOLT DIAMETERS. PROVIDE 1/2 INCH OF GROUT BETWEEN BOLT & CMU. HILTI KWIK HUS -EZ (KH -EZ) AND HUS -EZ I (KH -EZ I) PER ESR -3027 HILTI KWIK HUS -EZ (KH -EZ) PER ESR -3056 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER ACI 318 -11 SECTION D.2.2. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318 -11 SECTION D.9.2.2. FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS. PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. LIGHT GAGE STEEL FRAMING STUDS AND TRACKS CONFORM WITH ASTM C 955. MATERIAL CONFORM WITH ASTM A 653, GRADE 33 FOR 18 GAGE AND LIGHTER, GRADE 50 FOR 16 GAGE AND HEAVIER. GALVANIZED PER G60. SIZES AS NOTED ON DRAWINGS. WOOD STRUCTURAL PANELS CONFORM WITH U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARDS, PS1-09, STRUCTURAL PLYWOOD OR PS 2-10, PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL -USE PANELS . ALL PANELS RATED EXPOSURE 1. SEE PLANS FOR NAILING SPACING. ROOF SHEATHING: 19/32", CDX 32/16. NAIL WITH 10d (.148" DIAMETER X 3") COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION. PROVIDE PLYWOOD SHEATHING CLIPS ON UNSUPPORTED EDGES MIDWAY BETWEEN FRAMING MEMBERS. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE. WALL SHEATHING: 15/32", CDX 24/0. NAIL WITH 10d (.148" DIAMETER X 3") COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE. FLOOR SHEATHING: 1 1/8" STURD-I FLOOR, T & G, 48/24. GLU-NAIL WITH 10d (.148" DIAMETER X 3") RINGSHANK NAILS WITH 1-5/8" MINIMUM PENETRATION. GLUE PLYWOOD TO SUPPORTS AND AT T & G JOINTS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG-01. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. THE REMODELING AND/OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN PROFESSIONAL, THE OWNER WILL HOLD HARMLESS AND INDEMNIFY THE DESIGN PROFESSIONAL FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, AWARDS, AND COSTS OF DEFENSE ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. ABBREVIATIONS ARCH. BAL. B. BTWN. BLDG. BRG. C.I.P. C.J. CL CLR. CMU COL. CONC. C.S.J. EA. E.E. E.F. E.J. EL. E.N.W. EQ. E.S. E.W. F.O.C. F.O.S. F.O.W. FTG. GA. GALV. G..B. H. I.B.A. I.C.C. I.F INC. K L.W. ARCHITECT BALANCE OR BOT. BOTTOM BETWEEN BUILDING BEARING CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CLOSURE STRIP JOINT EACH EACH END EACH FACE EXPANSION JOINT OR ELEV. ELEVATION OR ENW ENGINEERS NORTHWEST EQUAL EACH SIDE EACH WAY FACE OF CONCRETE FACE OF STUD FACE OF WALL FOOTING GAGE HOT DIP GALVANIZED GYPSUM WALL BOARD OR HORIZ. HORIZONTAL INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE FACE INCLUDING KIP (1000 POUNDS) LONG WAY M.B.S. N.F. N.T.S. oc O.F. O.S. O.T.O. PL REINF. REM. R.O. SECT. SIM. S.J S.O.G. STL. SW SYMM. T. T..B. T..F. T..S. T..S. T..W. TYP. U.N.O. V.E.F. VERT. V.F.F. VFY V.I.F. V.N.F. V.N.F. w/ w/o W.H.S. METAL BLDG SUPPLIER NEAR FACE NOT TO SCALE ON CENTER OUTSIDE FACE OUTSIDE OUT TO OUT PLATE REINFORCING REMAINDER ROUGH OPENING SECTIONS SIMILAR SHRINKAGE JOINT SLAB ON GRADE STEEL SHEARWALL SYMMETRICAL TOP TOP OF BEAM TOP OF FOOTING TOP OF STEEL TOP OF SLAB TOP OF WALL TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL EACH FACE VERTICAL VERTICAL FAR FACE VERIFY VERTICAL INSIDE FACE VERTICAL NEAR FACE VERTICAL OUTSIDE FACE WITH WITH OUT WELD HEAD STUD AT SECTION 8 SECTION 2- #10 SCREWS @ EA STUD EXIST. 6" MTL STUD WALL w/ 5/8" GWB ON EA SIDE 1 1/2" = 1'-0" CONT. TRACK 5/8" CDX PLYWOOD 1 1/2" = 1'-0" CONT. TRACK T & B SECTION JOIST PER PLAN BOX BEAM PER PLAN 1 1/2" = 1'-0" EXIST. P.C. PANEL #10 SCREW @ 6"oc CONT. TRACK #10 SCREW @ 6"oc 1/2" CDX PLYWOOD w/ 6d @ 6"oc BLOCK ALL EDGES 0.177"0x1 1/2" LOW VELOCITY DRIVE PIN @ 24"oc is N EXIST. MTL STUD WALL PROVIDE BLKG BTWN JOISTS @ MID SPAN I lIGHT GAGE 5/8" CDX PLYWOOD 2- 1000S 162-54 BOXED BM 5/8" CDX PLYWOOD d JOIST PER PLAN GWB 600 S 162-43 STUDS @ 24"oc CONT. TRACK EXIST. SLAB ON GRADE <I • SECTION #10 SCREW @ 6"oc, TYP. 5/8" CDX PLYWOOD CONT. TRACK 1 1/2" = 1'-0" PIN PER SECT. 3/S1.1 @ 12"oc #10 SCREW @ EACH JOIST ■ N t SECTION JOIST PER PLAN L6x4x5/16 w/ 3/4"0 HILTI KWIK BOLT @ 3'-0" 1 1/2" = 1'-0" cc w 0 Lu EXIST. COL. EXIST. P.C. PANEL EXIST. MTL STUD WALL PARTIAL CEILING FRAMING PLAN NOTES: 1.) FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 2.) VERIFY ALL DIMENSIONS w/ ARCH. 1/4" = 1'-0" D r?oosbg KEY PLAN AREA OF WORK RECEIVED CITY OF TUKWILA MAR 20 2011 gPERMIT CENTER N.T.S. w 1- < a ENGINEER: D. KAEMINGK DRAWN: M. SENIUK DATE: 02-17-2017 DRAWING SUBMITTALS / REVISIONS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION O z GENERAL NOTE, PLAN, & SECTIONS I - z Lu Lu = 0 co 0 IN: - v.) V rn co 0 co 2 Ca >..Q:« W I-11 (5 J z uO < IR, 12 W 0p Q .u0 w REVIE` p FOR BODE COMPLIANCE APPROVED APR ©42017 VI Ly vl u 1\tial BUILDING DIVISION JOB NO: 77071017 . ENGINEER: D. KAEMINGK DRAWN: M. SENIUK DATE: 02-17-2017 SHEET NO: S1•1 OF 1