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HomeMy WebLinkAboutPermit D16-0232 - JC PENNEY - NEW TRANSFORMERJC PENNEY 1249 SOUTHCENTER MALL D16-0232 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 9202470080 1249 SOUTHCENTER MALL Project Name: IC PENNEY Permit Number: D16-0232 Issue Date: 1/23/2018 Permit Expires On: 7/22/2018 Owner: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, TX, 92013 Contact Person: Name: LANDON BRADSHAW Phone: (214) 468-7727 Address: 1717 PACIFIC AVE , DALLAS, TX, 75201 Contractor: Name: SEQUOYAH ELECTRIC LLC (GENERAL) Phone: (425) 814-6000 Address: 15135 NE 92 ST, REDMOND, WA, 98052 License No: SEQUOEL976B9 Expiration Date: 1/30/2019 Lender: Name: JC PENNEY COMPANY INC Address: 6501 LEGACY DR , PLANO, TX, 75024 DESCRIPTION OF WORK: PSE TO REMOVE EXISTING ELECTRICAL TRANSFORMERS FROM PENTHOUSE LEVEL. NEW TRANSFORMER TO BE LOCATED ON SITE AND POWER SUPPLY TO BE RUN BACK TO JC PENNEY DISTRIBUTION PANEL IN PENTHOUSE PUBLIC WORKS ACTIVITIES INCLUDE PAVEMENT RESTORATION. Project Valuation: $53,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $2,079.19 Occupancy per IBC: M 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: 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 C Permit Center Authorized Signature:UDate: I 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 co i.di�ions attached to this permit. Signature: Print Name: 1. 4c-Oi> /A/ Date: 0. 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: Readily accessible access to roof mounted equipment is required. 7: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: 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. 18: Avoid obstruction of fire sprinkler coverage and fire alarm horn/strobe coverage with partition placements. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 19: ***PUBLIC WORKS PERMIT CONDITIONS*** 20: 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. 21: 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. 26: Tukwila Electrical Permit is required for any electrical work. 22: For Public Works activities permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 23: No Public Works work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 24: Any material spilled onto any street shall be cleaned up immediately. 25: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5210 EROSION MEASURES FNL 5230 PAVING AND RESTORE 4046 SI-EPDXY/EXP CONC 4044 SI -FIRE RESIST JNTS CITY OF TUKWIL A community Development Depari' rise Public Works Departrient Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov CONSTRUCTION PE Building Permit No. 1)1(0 '- 02,92- Project No. Date Application Accepted: Date Application Expires: SIlo 9I2II7 (For office use only) IT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 9202470080 Site Address: 1249 South Center Mall, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: JCPennev PROPERTY OWNER Name: Landon Bradshaw Name: JCPenney Company, Inc Address: 1717 Pacific Avenue Address: 6501 Legacy Drive City: Dallas State: TX City: Plano State: TX Zip: 75024 CONTACT PERSON — person receiving all project communication Name: Landon Bradshaw Company Name: CallisonRTKL Inc Address: 1717 Pacific Avenue Architect Name: Steve Dwoskin City: Dallas State: TX Zip: 75201 Phone: 214-468-7727 Fax: City: Seattle State: WA Email: Iandon.bradshaw@callisonrtkl.com State: GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: CallisonRTKL Inc Architect Name: Steve Dwoskin Address: Address: 1420 Fifth Avenue, Suite 2400 City: Seattle State: WA City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes ®.. No ARCHITECT OF RECORD Name: JCPenney Company Inc. Company Name: CallisonRTKL Inc Architect Name: Steve Dwoskin 75024 Address: 1420 Fifth Avenue, Suite 2400 City: Seattle State: WA Zip:98101 Phone: 206-623-4646 Fax: Email: steve.dwoskin@callisonrtld.com ENGINEER OF RECORD Name: JCPenney Company Inc. Company Name: Hargis Engineers, Inc. Engineer Name: Robert Smith 75024 Address: 1201 Third Avenue, Suite 600 City: Seattle State: WA Zip: 98101 Phone: 206-448-3376 Fax: Email: robert.smith@hargis.biz LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: JCPenney Company Inc. Address: 6501 Legacy Drive City: Plano State: TX Zip: 75024 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): . 50,000.00 Existing Building Valuation: :$ Describe the scope of work (please provide detailed information): Puget Sound. Energy Co. to remove existing electrical transformers from penthouse level. New transformer to be located on site and power supply to be run back to JCPenny distribution panel in penthouse. Will there be new rack storage? ❑ Yes M.. 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: Compact: Handicap: Will there be a change in use? ❑ Yes 01 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material 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. n:V+pplicationsWorrus-Applications On Line'd011 ApplicationsTermil Application Revised - 8-9-11.docx Revised: Au ust 2011 bh Page 2 of 4 Existing Interior Remodel. Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 79211 II -i3 M 2nd Floor 76303 II -B M 3rd Floor 10275 II -B M Floors thin Basement 76411 IIB M 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: Compact: Handicap: Will there be a change in use? ❑ Yes 01 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material 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. n:V+pplicationsWorrus-Applications On Line'd011 ApplicationsTermil Application Revised - 8-9-11.docx Revised: Au ust 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 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 ❑ .. Highline El ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size -22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...TotaI Cut ❑ ...Total Fill cubic yards cubic yards El ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities El ...Frontage Improvements ❑ ...Traffic Control ❑ ..Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension El ...Water Main Extension ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) El ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) El .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut El .. Looped Fire Line Public ❑ Public ❑ ❑ .. Grease Interceptor ❑ .. Chan.nelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO 14 W014- WO O#WO # ...Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water- ❑ ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter RefundBilling: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Linet2Ol I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O\ ORIZED AGENT: Signature: Print Name: a' oks1 " 10404 Mailing Address: tgi5O1 H:\Applications\Forms-Applications On Linet2011 Applications\Permit Application Revised - 8-9-11.docx Revised, August 2011 bh Day Telephone: City Date: 80111 (24 F TEAS -75o24 Slate Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PermitTRAK PAID $403.75 D16-0232 Address: 1249 SOUTHCENTER MALL Apn: 9202470080 $403.75 PUBLIC WORKS $400.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $75.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $75.00 TECHNOLOGY FEE $3.75 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13537 R000.322.900.04.00 0.00 $3.75 $403.75 Date Paid: Tuesday, January 23, 2018 Paid By: SEQUOYAH ELECTRIC LLC Pay Method: CHECK 554611 Printed: Tuesday, January 23, 2018 3:45 PM 1 of 1 CRWSYSTEMS r":7-41.71 I -19°J Cash Register Receipt City of Tukwila Receipt Number R9181 DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $8,691.80 D16-0232 Address: 1249 SOUTHCENTER MALL Apn: 9202470080 $1,675.44 DEVELOPMENT $1,626.29 PERMIT FEE R000.322.100.00.00 0.00 $982.90 PLAN CHECK FEE R000.345.830.00.00 0.00 $638.89 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $49.15 TECHNOLOGY FEE R000.322.900.04.00 0.00 $49.15 EL16-0742 Address: 1249 SOUTHCENTER MALL Apn: 9202470080 $7,016.36 ELECTRICAL $6,746.50 PLAN CHECK FEE R000.345.832.00.00 0.00 $1,349.30 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $5,397.20 TECHNOLOGY FEE $269.86 TECHNOLOGY FEE R000.322.900.04.00 0.00 $269.86 TOTAL FEES PAID BY RECEIPT: R9181 $8,691.80 Date Paid: Friday, August 12, 2016 Paid By: RTKL Pay Method: CHECK 219652 Printed: Monday, August 15, 2016 1:11 PM 1 of 1 rfallMitfVf SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit �' 023' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Poe `; �► r ► S TY(A, ptc�NnF/%t/ Address: IZyq�� (u 0 Special Instructions: Date Wanted:/ a.m. (� 2_- l- l 1 p.m. Requester 11 , —I Y-- \5 Phone N�7 S-- 7 k_ z55-5 xApproved per applicable codes. t_J Corrections required prior to approval. / COMMENTS: 1f/((h I'm/AL Inspector: (7_'34Lf Date: 5, 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 Proje`ct:(�'J ��j c \ �y 9 fi✓�/ij/ Type of Inspection: Address:Date I z49 S u r:H , l / WC, Called: Special Instructions: S11. FIRE RlTt maEr S. E. CSR Date Wanted: (a'"'J 2-2 P•• 4'i cR 3I itx Requester: Phone No: 125------7662-z36-5" Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: aware, M'T— 45,/tic/weir Inspector: .�s Date: a -2,H8 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. October 15, 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: JC Penney Transformer Relocation Address: 1249 Southcenter Mall Inspectors: Jim Linehan, Isaac Ruoff Authorizing Authority: JC Penney Authorizing Authority Address: 6501 Legacy Drive, Plano, TX 75024 Permit Number: 016-0232 Job Number: 18-0147 We state that the Fire -Resistant Penetrations and Joints requiring special inspection was, to the best of our knowledge, in conformance with the inspection documents, specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. With the following details: Cts Types and quantity of Fire -Resistant Penetrations and Joints identified on the in gtntgRfie ts• CIT OF TUKWILA Wall to Wall: 0 Wall to Ceiling: 0 Wall to Floor: 0 Through Penetration: 10 Membrane Penetration: 0 JAN 232019 PERMIT CENTER The following Fire -Resistant Penetrations and Joint systems were inspected in the following quantities and which meet the required minimum percentages as specified in ASTM E2174 section 10.12 and E2393 section 10.12 the percentages of deficiencies for each system and the inspection/verification method used as per ASTM E2174 section 10.12 and ASTM E2393 section 10.9. Listed System Total Quantity on Project Quantity Inspected/Verified Penetration or Joint Percentage of Deficiencies Inspection/Verification Method CA -J-1427 10 10 Penetration 0 Continuous Otto Rosenau & Associates, Incorporated Geotechnical Engineering, Construction Inspection & Materials Testing The following is a percentage of the total number of deficiencies for each type. Penetration or Joint Total Percentage of Deficiencies Penetration System 0 Joint System N/A Otto Rosenau & Associates, INC. (ORA) is compliant with ASTM E2174 section 6.2 titled "Conflicts of Interest" and subsections 6.2 through 6.3 in addition to ASTM E2393 section 6.2.2 titled "Conflicts of Interest" and subsections 6.2.2.1 through 6.2.3. ORA is completely independent of, and divested from, the installer, contractor, manufacturer, or supplier of any material being inspected and is not be a competitor of the installer, contractor, manufacturer, or supplier of any material being inspected on JC Penney Transformer Relocation. All information submitted to the Authorizing Authority and all copies of the reports have been enclosed in the attached exhibits. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Isaac Ruoff Project Manager Page 2 of 3 October 15, 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: JC Penney Transformer Relocation Address: 1249 Southcenter Mall Inspectors: Jim Linehan, Isaac Ruoff Authorizing Authority: JC Penney Authorizing Authority Address: 6501 Legacy Drive, Plano, TX 75024 Permit Number: D16-0232 Job Number: 18-0147 We state that the Fire -Resistant Penetrations and Joints requiring special inspection was, to the best of our knowledge, in conformance with the inspection documents, specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. With the following details: Types and quantity of Fire -Resistant Penetrations and Joints identified on the ins Wrants: CITY OF TUKWILA OCT 222018 Wall to Wall: 0 Wall to Ceiling: 0 Wall to Floor: 0 Through Penetration: 10 Membrane Penetration: 0 PERMIT CENTER The following Fire -Resistant Penetrations and Joint systems were inspected in the following quantities an which meet the required minimum percentages as specified in ASTM E2174 section 10.12 and E2393 section 10.12 the percentages of deficiencies for each system and the inspection/verification method used as per ASTM E2174 section 10.12 and ASTM E2393 section 10.9. Listed System Total Quantity on Project Quantity Inspected/Verified Penetration or Joint Percentage of Deficiencies Inspection/Verification Method CA -J-1427 10 10 Penetration 0 Continuous Otto Rosenau & Associates, Incorporated Geotechnical Engineering, Construction Inspection & Materials Testing State of Washington County of King I certify that I know or have satisfactory evidence that Isaac Ruoff is the person who appeared before me, and said person acknowledged the he signed this Final Report for Fire -Resistant Penetrations and Joints for JC Penney Transformer Relocation and acknowledged it to be his free and voluntary act. Dated: Signatur Title: My Appointment Expires: \ r - c /•-2-7 Page 3 of 3 System No. C -AJ -1427 March 05, 2007 F Rating — 3 Hr T Rating -0 Hr W Rating — Class 1 (See Item 3) SECTION A -A 1. Floor or Wall Assembly — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600 - 2400 kg/m') concrete floors or min 3 in. (76 mm) thick reinforced lightweight or normal weight concrete walls. Floor assembly may also be constructed of any min 6 in.(152 mm) thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening 12-3/4 in. (324 mm). Max diam of opening in floors constructed of hollow -core concrete is 7 in. (78 mm). See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in Fire Resistance Directory for names of manufacturers. 1A. Steel Sleeve — (Optional) - Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. Steel sleeve maybe installed flush or may project max 2 in. (51 mm) beyond the floor or wall surfaces. As an alternate, nom 12 in. (305 mm) diam (or smaller) sleeve fabricated from nom 0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces. 2. Through Penetrant — One metallic pipe, conduit, tubing or flexible metal piping installed concentrically or eccentrically within opening. Annular space between penetrant and periphery of opening or sleeve shall be min of 0 in. (0 mm) (point contact) to max 2 in. (51 mm). Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of penetrants maybe used: A. Steel Pipe — Nom 10 in. (254 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 10 in. (254 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit—Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing. D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe—Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* —Flexible Metal Piping—The following types of steel flexible metal gas piping may be used: 1.) Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2.) Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GAS OTE, DIV OFTITEFLEX 3.) Nom 1 in. (25 mm) diem (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC 3. Firestop System — The details of the firestop system shall be as follows: A. Packing Material — Min 2 in. (51 mm) thickness of min 4 pcf (64 kg/m') mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or top edge of sleeve or from both surfaces of wall or both ends of sleeve as required to accommodate the required thickness of fill material. In floors constructed of hollow -core concrete, packing material to be recessed from top and bottom surfaces of floor or sleeve as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Materials* — Caulk or Sealant — Min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top surface of floor or top edge of sleeve or with both surfaces of wall or both ends of sleeves. In floors constructed of hollow -core concrete, min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top and bottom surfaces of floor or sleeve. Min 1/4 in. (6 mm) diam bead of caulk applied to the penetrant/concrete or penetrant/sleeve interface at the point contact location on the top surface of floor or both surfaces of wall or hollow -core. 3M COMPANY— IC 15WB+, CP 25WB+ caulk or FB -3000 WT sealant (Note: W Rating applies only when FB -3000 WT is used.) *Bearing the UL Classification Mark RReprinted from the Online Certifications Directory with permission from UL ©2012ULLLC www.3M.com/firestop 1-800-328-1687 C -AJ -1427.1 of 1 cOus 3M Fire Protection Products -through Penetrations Applicators and Specifiers Guide Through Penetrations 1000 Series w 00'R•u1•091'nua 09C t'tC•'2L6 000 t•101,216 1 '9690.60001 OS '•uUa •Apa 6,60.1 9009 rt 91• xom1ra NOSIlly7 oo'LL0091.010I 10100114 99196 VM V1IM)911 TWIN 9311433 H1f1OS 6tZL 11YVI 931N33 H1flOS 96900 39016 L) } g a r a !ILk j es sc 5 $a i 1 gF i �.�, I Sgp6 1 @i `i eg e IQ/ _,b -- @.95 V. s. Ia 1/022 GG6io iiiil uEQr4 )— I `I ,I p5 1S g� 1a & $ m 4P 0 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing FIRESTOP PENETRATIONS INSPECTION REPORT (ASTM E2174) Job Number: 18-0147 Report Number: 381360 Project Name: JC Penney Transformer Relocation Address: 1249 Southcenter Mall, Tukwila Inspector: Jim Linehan Authority Having Jurisdiction (AHJ): City of Tukwila Authorizing Authority (AA): Permit Number: D16-0232 Client: Sequoyah Electic, Inc. Address: 15135 NE 92nd Street, Redmond Date: 10/10/2018 AHJ Approval Date: Date AA Drawings and Engineering Judgements Reviewed: Installer: Chris Slayton Quantity of Firestop System Types on the Project: 1 Quantity Inspected Today: 10 Amount of Free Movement Area: 3/8" Certification Number: Total Penetrations Inspected for Project: 10 Rated Floor Assembly Thickness: 3" Materials and Systems Have Listing Labels and are Compliant with E814 or U/L 1479: ['Yes ❑ No ❑ Unknown Penetration Listing Number: UL -C -AJ -1427 Type of Penetration: Through -Floor Wall and Floor Ratings: 3 -hour Destructive or Observation Inspection: Observation All Penetrations Completed: Copies to: Client Engineer Owner ,/ Contractor Architect ,/ Building Dept. ID Yes 0 No ❑ Unknown Others omments.;;: Technical Responsibility: 7 /GI— ( —lir— Isaac Ruoff, Project Manag 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. Page 1 of 2 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 -93-04 (Rev. 10/18) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Project Name: JC Penney Transformer Relocation Job Number. 18-0147 Report Number. 381360 Compliant Yesor o," State_ eficiency Level 2 - Mens' Stock Room Level 3 - Maintenance Office awe Fjf estop -S -se s s Work Compliant Yes_ or No? of "No," State Deficiency) Is this a Reinspection? ❑ Yes CI No Original Inspection Date: Start Time: 0630 First Inspection By: Finish Time: 0900 Page 2 of 2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 366728 Project: Address: Client: CONSTRUCTION INSPECTION REPORT JC Penney Transformer Relocation 1249 Southcenter Mall, Tukwila Sequoyah Electric, Inc. Permit Number: Job Number: Client Address: D16-0232 18-0147 15135 NE 92nd Street, Redmond Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Firestop Penetration Inspection - Cancellation Inspector and Date Remarks Isaac Ruoff 10/08/2018 Onsite as scheduled for inspection of Firestop Penetrations. Upon arrival and during the review of the firestop material it was discovered that the approved product was not on hand. This inspection was canceled. Cancelled Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Isaac uoff, 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 -63-05 (Rev 10/10) Otto Rosenau & Associates, Incorporated Geotechnical Engineering, Construction Inspection & Materials Testing The following is a percentage of the total number of deficiencies for each type. Penetration or Joint Total Percentage of Deficiencies Penetration System 0 Joint System N/A Otto Rosenau & Associates, INC. (ORA) is compliant with ASTM E2174 section 6.2 titled "Conflicts of Interest" and subsections 6.2 through 6.3 in addition to ASTM E2393 section 6.2.2 titled "Conflicts of Interest" and subsections 6.2.2.1 through 6.2.3. ORA is completely independent of, and divested from, the installer, contractor, manufacturer, or supplier of any material being inspected and is not be a competitor of the installer, contractor, manufacturer, or supplier of any material being inspected on JC Penney Transformer Relocation. All information submitted to the Authorizing Authority and all copies of the reports have been enclosed in the attached exhibits. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Isaac Ruoff Project Manager Page 2 of 3 Otto Rosenau & Associates, Incorporated Geotechnical Engineering, Construction Inspection & Materials Testing State of Washington County of King I certify that I know or have satisfactory evidence that Isaac Ruoff is the person who appeared before me, and said person acknowledged the he signed this Final Report for Fire -Resistant Penetrations and Joints for JC Penney Transformer Relocation and acknowledged it to be his free and voluntary act. Dated: l \E TILL s''l► _ SsroN • Signatur '" • N' Title: WASN;�"4"` My Appointment Expires: \ Page 3 of 3 System No. C -AJ -1427 March 05, 2007 F Rating — 3 Hr T Rating —0 Hr W Rating — Class 1 (See Item 3) SECTION A -A 1. Floor or Wall Assembly — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600 - 2400 kg/m') concrete floors or min 3 in. (76 mm) thick reinforced lightweight or normal weight concrete walls. Floor assembly may also be constructed of any min 6 in.(152 mm) thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening 12-3/4 in. (324 mm). Max diam of opening in floors constructed of hollow -core concrete is 7 in. (78 mm). See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in Fire Resistance Directory for names of manufacturers. 1A. Steel Sleeve — (Optional) - Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. Steel sleeve may be installed flush or may project max 2 in. (51 mm) beyond the floor or wall surfaces. As an alternate, nom 12 in. (305 mm) diam (or smaller) sleeve fabricated from nom 0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces. 2. Through Penetrant— One metallic pipe, conduit, tubing or flexible metal piping installed concentrically or eccentrically within opening. Annular space between penetrant and periphery of opening or sleeve shall be min of 0 in. (0 mm) (point contact) to max 2 in. (51 mm). Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of penetrants maybe used: A. Steel Pipe — Nom 10 in. (254 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B, Iron Pipe —Nom 10 in. (254 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit—Nom 6 in. (152 nun) diam (or smaller) steel conduit or nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing. D. Copper Tubing—Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe —Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* — Flexible Metal Piping — The following types of steel flexible metal gas piping may be used: 1.) Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2.) Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GASTITE, DIV OFTITEFLEX 3.) Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC 3. Firestop System — The details of the firestop system shall be as follows: A. Packing Material — Min 2 in. (51 mm) thickness of min 4 pcf (64 kg/m') mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or top edge of sleeve or from both surfaces of wall or both ends of sleeve as required to accommodate the required thickness of fill material. In floors constructed of hollow -core concrete, packing material to be recessed from top and bottom surfaces of floor or sleeve as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Materials* — Caulk or Sealant— Min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top surface of floor or top edge of sleeve or with both surfaces of wall or both ends of sleeves. In floors constructed of hollow -core concrete, min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top and bottom surfaces of floor or sleeve. Min 1/4 in. (6 mm) diam bead of caulk applied to the penetrant/concrete or penetrant/sleeve interface at the point contact location on the top surface of floor or both surfaces of wall or hollow -core. 3M COMPANY— IC 15WB+, CP 25WB+ caulk or FB -3000 WT sealant (Note: W Rating applies only when FB -3000 WT is used.) *Bearing the UL Classification Mark RReprinted from the Online Certifications Directory with permission from UL © 2012 UL LLC c . us 3M Fire Protection Products www.3M.com/firestop 1-800-328-1687 C -AJ -1427.1 of 1 Through Penetrations Applicators and Specifiers Guide Through Penetrations Limon 1000 Series CI) a) i U O U NELSON Firestop Products Mineral Wool Technical Data • Product Description Nelson Firestop Mineral Wool is used in many Firestop Systems in conjunction with various Firestop Sealants to assure the integrity of the fire rated seal against the spread of fire, smoke and gasses. The Mineral Wool offered is a packing grade wool designed for hand packing. • Application Mineral Wool is supplied in 15 -pound bulk packages. It is used to pack within the annular space around penetrating items in walls and floors. Using gloves, apply by hand and a blunt instrument to achieve a tight pack. Final packed density is proportional to the packing pressure. Apply the required depth as required by the Nelson system drawing and application detail. Density of the Mineral Wool is nominally 8 pcf but the final density in application will vary with the packing pressure applied during installation. • Availability AA0457 — 15 lb. Bulk Carton (1.75 ft3) density in carton at approx. 8 pcf • Uses Mineral Wool is ideally suited for through firestop penetrations where the firestop system requires the use of Mineral Wool to be installed within the annular space of the opening and the penetrating item. • Features • Up to 4 -hour Fire Rating • Physical Properties • Color..... ..Gray to Tan • Odor Low • Asbestos Fillers..... None • Hazards.. Minimal • Density 8pcf nominal NELSON FIRESTOP PRODUCTS • Test Compliance • ASTM E136 Noncombustible • ASTM E84 Flame spread0 Smoke developed 5 • Approvals • Testing Data Mineral Wool has been tested in conjunction with many various UL systems. See firestop system drawings for application and referenced tested system number. • Storage & Handling Mineral Wool should be stored indoors in supplied cartons to protect from moisture. There is no indication of shelf -life limitations. Partially used packages should be re -wrapped in . their original packaging before being stored. • Related References Underwriters Laboratories Inc. "Fire Resistance Directory". Application details are available in AutoCAD® format on request. P.O. Box 726 Toll Free: 800-331-7325 Tulsa, OK 74101 www.nelsonfirestop.com Direct: 918-627-5530 Fax: 918-641-7336 e-mail: info@nelsonfirestop.com NELSON Firestop Products Mineral Wool CONCRETE FLOOR OR WALL METALLIC PIPE NELSON FIRESTOP PRODUCTS P.O. Box 726 Toll Free: 800-331-7325 Tulsa, OK 74101 www.nelsonfirestop.com e-mail: info@nelsonfirestop.com Direct: 918-627-5530 Fax: 918-641-7336 UIaS.A. 001• ua Z9ct'tcp'ZZ0 0001•LCIZ/61 009c-,ZCSz xi •0t Old onpa A,,e66a1 105599 `et •011'140al11Va N OSIllV7 00'k/000,010i 193r011d 59196 VM •MIMWll 'WWW 1l31N30 310OS 64Z1 11VVI 3131560 H1fl09 96909 311019 5 03CCCC 8 0 9 O 511 Pi AI 0 P ISA - t, O t 1 D DOLLARD DETA OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing FIRESTOP PENETRATIONS INSPECTION REPORT (ASTM E2174) Job Number: 18-0147 Report Number: 381360 Project Name: JC Penney Transformer Relocation Address: 1249 Southcenter Mall, Tukwila Inspector: Jim Linehan Authority Having Jurisdiction (AHJ): City of Tukwila Authorizing Authority (AA): Permit Number: D16-0232 Client: Sequoyah Electic, Inc. Address: 15135 NE 92nd Street, Redmond Date: 10/10/2018 AHJ Approval Date: Date AA Drawings and Engineering Judgements Reviewed: Installer: Chris Slayton Quantity of Firestop System Types on the Project: 1 Quantity Inspected Today: 10 Amount of Free Movement Area: 3/8" Rated Floor Assembly Thickness: Certification Number: Total Penetrations Inspected for Project: 10 3" Materials and Systems Have Listing Labels and are Compliant with E814 or U/L 1479: 0 Yes ❑ No ❑ Unknown Penetration Listing Number: UL -C -AJ -1427 Type of Penetration: Through -Floor Wall and Floor Ratings: 3 -hour Destructive or Observation Inspection: Observation All Penetrations Completed: Copies to: Client Engineer Owner ,/ Contractor Architect ,/ Building Dept. El Yes ❑ No ❑ Unknown Others Technical Responsibility: Isaac Ruoff, Project Manag 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. Page 1 of 2 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 -93-04 (Rev. 10/18) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Project Name: JC Penney Transformer Relocation Job Number. 18-0147 Report Number: 381360 # 4�4. STs "� +-'i1 > _ a'. -A,:. ' - c``w �'�� iY` S stems°� - - Inspected—Sirestop Penetration Ste,ys em s� � -4 i– Is Work Compliant Yes or No? (If "No;'" State .Deficiency) Dment Reference 'Inspectton ocu Location.and Is Work Compliant Yes_ or No ? (If "No," State; Deficiency) Level 2 - Mens' Stock Room Yes Level 3 - Maintenance Office Yes # 4�4. STs "� +-'i1 > _ a'. -A,:. ' - c``w �'�� iY` S stems°� --. Repaired F)•estop �� atio: and Inspection Document Reference Locn Is Work Compliant Yes or No? (If "No;'" State .Deficiency) Is this a Reinspection? ❑ Yes No Original Inspection Date: Start Time: 0630 First Inspection By: Finish Time: 0900 Page 2 of 2 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 366728 Project: Address: Client: CONSTRUCTION INSPECTION REPORT JC Penney Transformer Relocation 1249 Southcenter Mall, Tukwila Sequoyah Electric, Inc. Permit Number: Job Number: Client Address: D16-0232 18-0147 15135 NE 92"d Street, Redmond Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Firestop Penetration Inspection - Cancellation Inspector and Date Remarks Isaac Ruoff 10/08/2018 Onsite as scheduled for inspection of Firestop Penetrations. Upon arrival and during the review of the firestop material it was discovered that the approved product was not on hand. This inspection was canceled. Cancelled Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: (v_"f, (f` Isaac uoff, 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 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 -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing FIRESTOP PENETRATIONS INSPECTION REPORT (ASTM E2174) Job Number: 18-0147 Report Number: 381360 Project Name: JC Penney Transformer Relocation Address: 1249 Southcenter Mall, Tukwila Inspector: Jim Linehan Authority Having Jurisdiction (AHJ): City of Tukwila Authorizing Authority (AA): Permit Number: D16-0232 Client: Sequoyah Electic, Inc. Address: 15135 NE 92nd Street, Redmond Date: 10/10/2018 AHJ Approval Date: Date AA Drawings and Engineering Judgements Reviewed: Installer: Chris Slayton Quantity of Firestop System Types on the Project: 1 Quantity Inspected Today: 10 Amount of Free Movement Area: 3/8" Certification Number: Total Penetrations Inspected for Project: 10 Rated Floor Assembly Thickness: 3" Materials and Systems Have Listing Labels and are Compliant with E814 or U/L 1479: I■❑ Yes ❑ No ❑ Unknown Penetration Listing Number: UL -C -AJ -1427 Type of Penetration: Through -Floor Wall and Floor Ratings: 3 -hour Destructive or Observation Inspection: Observation All Penetrations Completed: Copies to: Client Engineer Owner ,/ Contractor Architect / Building Dept. ❑■ Yes ❑ No ❑ Unknown RECEIVED Comments ` CITYOF TUKWIL�; OCT 22 2018 Others Technical Responsibility: PERMIT CENTER Isaac Ruoff, Project Manag 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 2 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 -93-04 (Rev. 10/18) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Project Name: JC Penney Transformer Relocation Job Number: 18-0147 Report Number: 381360 nspectedFirestop Penetra i o Systems. Location and Inspection Document Reference:` Is Work Compliant - Yes or No? (If "No," Deficiency) Level 2 - Mens' Stock Room Yes Level 3 - Maintenance Office Yes tvooPnviov epairsicliFirestot ,stems Location and Inspection Document Reference Work Compliant - Yes or No? (If "No," State Deficiency) Is this a Reinspection? ❑ Yes 0 No Original Inspection Date: Start Time: 0630 First Inspection By: Finish Time: 0900 Page 2 of 2 OTTO ROSENAU & ASSOCIATES, INC, Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 366728 Project: Address: Client: CONSTRUCTION INSPECTION REPORT JC Penney Transformer Relocation 1249 Southcenter Mall, Tukwila Sequoyah Electric, Inc. Permit Number: Job Number: Client Address: D16-0232 18-0147 15135 NE 92nd Street, Redmond 4) Inspections Performed Steel Decking Other (specify): Firestop Penetration Inspection - Cancellation Structural Steel Fabrication Structural Steel Erection Inspector and Date Remarks Isaac Ruoff 10/08/2018 Onsite as scheduled for inspection of Firestop Penetrations. Upon arrival and during the review of the firestop material it was discovered that the approved product was not on hand. This inspection was canceled. Cancelled Copies to: Client Engineer Owner X Contractor Architect X Building Dept. Others RECEIVED CITY OF TUKWILA OCT 2 2 2098 PERMIT CENTER Technical Responsibility: Isaac uoff, 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 -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0433 CONCRETE REPORT Report Number: RC363345 Permit Number: D16-0232 Project: JC Penney Switch Gear Support and Access Platform Address: 1249 Southcenter Mall, Tukwila Inspector(s): Joseph Tester Client: JEM Contractors, Inc. Address: PO Box 88279, Tukwila Date: 6/5/2018 Description/Location: Otto representative onsite to inspect the quality and placement of concrete in the switch gear support pad at level 1. Rebar Verified: Yes 6/1/2018 Satnam Singh (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: Stoneway 6001 4" 1" .43 N/A 4 Chute Yes 4000 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 ASTM C 172, C 31 Made Yards Cast Samples: 1-4 5:41 am 4.00 Water. Slump Added ' C 143 0 gal. 3" Mfg: Nucor Actual '❑ 564# Type: I/II 1262# 1907 lbs. 3/4" Batch Weights/Cubic Yard 240# 5 oz. AIR Air %o 0231 Conc.Temp C 1064 64°F Slag (lbs): Ambient Truck . Ticket Temp No. No. 59°F 487 869765 Weather: Inside Date Samples Picked Up: Slump Range: N/A Air % Range: N/A 6/6/2018 Initial Curing Method: Asha c31, Exclude c31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: n Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Date Cure 1 6/12/18 Age (Days) 7 Size (in.) 4x8 Area Weight Max Load Strength (Sq.ln.) (Lbs.) (Lbs.) (psi) 12.56 8.7 53,250 4240 = Discarded Tested in general accordance to: ASTMC39 V Copies to: [] Client ❑ Engineer �/❑ Batch Plant �/❑ Owner Contractor ❑ Others ❑ Architect ❑ Building Dept ASTMC617 ❑ ASTMC1231 ❑ Technical Responsibility: Fracture Type (other than cone) 5 off, Project Manager JULU;2 rag _i ((.a Lf'rl �Ilu[Cl[�n 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 Report Number: 348158 Project: Address: Client: REINFORCING STEEL INSPECTION REPORT JC Penney Transformer Relocation 1249 Southcenter Mall, Tukwila Sequoyah Electric, Inc. Permit Number: D16-0232 Job Number: 18-0147 Client Address: 15135 NE 92nd St, Redmond Description Grade: 40 Manufacturer: Cascade Type of Bar: Inspector and Date . ® A-615 ❑ A-706 0 N/A Michael Turner 2/27/2018 Copies to: Owner Architect Engineer SDQ Steel: 0 Yes Structural Elements-/ Location 1: Grid Lines ❑ No On site to inspect resteel placement for the transformer utility line. There was a double mat of #4 12" on center each way longitudinal and 16" on center each way transverse. There were no plans detailing the resteel for the sidewalk over top of the utility/electric trench. The engineer of record needs to approve/submit a detail for the resteel placement for it to be changed to conform. Note from office: this report now conforms after review of approved plans. Conforms X Contractor X Building Dept. Technical Responsibility: RECEIVED CITY OFTUKWII-i MAR 1 6 2018 PERMIT CENTEI~' Isaac Ruo roject 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 -76-02 (Rev 03/10) 1/2/2019 City of Tukwila Department of Community Development LANDON BRADSHAW 1717 PACIFIC AVE DALLAS, TX 75201 RE: Permit No. D16-0232 JC PENNEY 1249 SOUTHCENTER MALL Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/20/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/20/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0232 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director August 24, 2018 Chris Slayton Sequoyah Electric LLC 15135 NE 92nd St Redmond, WA 98052 RE: Request for Extension #1 Permit Number D16-0232 Dear Mr. Slayton, This letter is in response to your written request for an extension to Permit D16-0232. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through February 20, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D16-0232 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Chris Slayton <chris.slayton@sequoyah.com> Sent: Monday, August 20, 2018 8:37 AM To: Bill Rambo Subject: Building Permit extension I am requesting this extension for permit #D16-0232 the JCPennies building. The reason for the extension is that I need to have the special fire rating inspection done still, which is my last inspection before I call in for a final. I was unaware of the changes made this year to the fire rating inspections. During this project we have run into various snags that prolonged it greatly but are at the finish line of this project... Thank you for your time on this and your consideration on the extension of this permit. Chris Slayton Field Supervisor/Field tech /A%UOYAH Performance. Trust. Value. Direct: 425-766-2355 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Request for Extensior. #; ' `! Current Expiration Date: — I s Extension Request: -/ W1 Approved for / ¶? days Denied (provide explanation) 1 Signature/Initials /V i 1 RECEIVED CITY OF TUKWILA AUG 2 0 2018 PERMIT CENTER 7/2/2018 City of Tukwila Department of Community Development LANDON BRADSHAW 1717 PACIFIC AVE DALLAS, TX 75201 RE: Permit No. D16-0232 JC PENNEY 1249 SOUTHCENTER MALL Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 8/20/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/20/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0232 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1/2/2018 City of Tukwila Department of Community Development LANDON BRADSHAW 1717 PACIFIC AVE DALLAS, TX 75201 RE: Permit Application No. D16-0232 JC PENNEY 1249 SOUTHCENTER MALL Dear LANDON BRADSHAW, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/12/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 2/12/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0232 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director August 1, 2017 Landon Bradshaw Callison RTKL 1717 Pacific Ave Dallas, TX 75201 RE: Request for Application Extension #2 Permit Number D16-0232 Dear Mr. Bradshaw, This letter is in response to your written request for an extension to Application Number D16-0232. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through February 12, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, 1414 Bill Rambo Permit Technician File: Permit No. D16-0232 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov CALLISOF TKL A DESIGN CONSULTANCY OF ARCADIS Letter of Request Date: 07/21/17 JCPenney-Southcenter Mall, Store #0696 1249 Souchcenter Mall, Tukwila, WA 98188 Permit Number: D16-0232 To Bill Rambo, In response to your letter dated 07/03/2017, we would like to formally request a 2nd extension to the permit application and in order to pick up the permit at a date later than 08/12/17. Due to circumstances out of our offices control, JCPenney has asked us to request a 2"d extension to the expiration date for our approved permit. JCPenney has informed us that the project is going to continue to move forward with the build out within the next 2-3 months, and will continue to use the approved permit applied for on 08/12/2016. Please accept this letter as our formal request and feel free to contact me directly if you have any questions. Landon Bradshaw Senior Associate +1 214 468 7727 Direct +1 214 468 7600 Office CALLISOF TKL A Of SION CONSULTANCY OF ANCAOIS CallisonRTKL.com 1717 PACIFIC AVE. DALLAS, TEXAS 75201 RECEIVED CITY OF TUKWILA JUL 252017 PERMIT CENTER Request for Extensio7. # 2- ef`k)--J 7 days kSignature. =nitials Current Expiration Date: Extension Request: Approved for ❑ Denied (provide explanation) T 214 468 7600 F 214 468 7601 www.callisonrtkl.com 7/3/2017 City of Tukwila Department of Community Development LANDON BRADSHAW 1717 PACIFIC AVE DALLAS, TX 75201 RE: Permit Application No. D16-0232 JC PENNEY 1249 SOUTHCENTER MALL Dear LANDON BRADSHAW, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/12/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 8/12/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0232 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 14, 2017 Landon Bradshaw Callison RTKL 1717 Pacific Ave Dallas, TX 75201 RE: Request for Application Extension #1 Permit Number D16-0232 Dear Mr. Bradshaw, This letter is in response to your written request for an extension to Application Number D16-0232. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City 9f Tukwila Building Division will be granting an extension to the permit through August 12, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ;J,{) Bill Rambo Permit Technician File: Permit No. D16-0232 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Letter of Request Date: 02/07/17 JCPenney-Southcenter Mall, Store #0696 1249 Souchcenter Mall, Tukwila, WA 98188 Permit Number: D16-0232 To Bill Roman, CALLISOR TKL A DESIGN CONSULTANCY OF ARCAOIS RECEIVED CITY OF TUKWILA FEB 0 9 2017 PERMIT CENTER In response to your letter dated 01/03/2017, we would like to formally request an extension to the permit application in order to pick up the permit at a date later than 02/12/17. Due to circumstances out of our offices control, JCPenney has asked us to request an extension to the expiration date for our approved permit. JCPenney and Puget Sound Energy placed the project on hold late December 2016, in order to redefine and renegotiate their contract between each party. JCPenney has informed us that the project is going to continue to move forward with the build out within the next 2-5 months, and will continue to use the approved permit applied for on 08/12/2016. Please accept this letter as our formal request and feel free to contact me directly if you have any questions. Sincerely, Landon Bradshaw Associate +1 214 468 7727 Direct +1 214 468 7600 Office CALLISONTKL A DLSION COKSVLTAI C! OF AIICAOIS CallisonRTKL.com Request for Extension # I Current Expiration Date: 12- 7 Extension Request: OP Approved for 0 days Denied (provide explanation) Signature/Initialsir--- 1717 PACIFIC AVE. DALLAS, TEXAS 75201 T 214 468 7600 F 214 468 7601 www.callisonrtkl.com 1/3/2017 City of Tukwila Department of Community Development LANDON BRADSHAW 1717 PACIFIC AVE DALLAS, TX 75201 RE: Permit Application No. D16-0232 JC PENNEY 1249 SOUTHCENTER MALL Dear LANDON BRADSHAW, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/12/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 2/12/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0232 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0232 DATE: 08/15/16 PROJECT NAME: JC PENNEY SITE ADDRESS: 1249 SOUTH CENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: MUS("I Building Divisio ‘1)S OK/ SilAi0 Public Works Fire Prevention grlif Planning Division Ve Structural 4 ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 08/16/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) *ific 'YtAAAc Notation: DUE DATE: 09/13 /16 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 SEQUOYAH ELECTRIC LLC Page 1 of 3 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I A-ZIndex Help My L81 Workplace Rights Trades & Licensing SEQUOYAH ELECTRIC LLC Owner or tradesperson Principals NICHOLS, DAVID E, PARTNER/MEMBER GHASSEMI, MAHMOOD, PARTNER/MEMBER CASINO, JEFFREY PETER, PARTNER/MEMBER Angeline, Scott Ronald, PARTNER/MEMBER NICHOLS, CHRISTOPHER R, PARTNER/MEMBER TROCANO, FREDERICK "RICK" CHAR, PARTNER/MEMBER NAGEL, CHERYL LYNN, PARTNER/MEMBER HOLDEN, MARLIN, PARTNER/MEMBER (End: 09/30/2003) GRINNELL, JACK, PARTNER/MEMBER (End: 09/30/2003) ADAMS, MATT, PARTNER/MEMBER (End: 09/30/2003) CORPORATION SERVICE CO, PARTNER/MEMBER (End: 09/30/2003) Doing business as SEQUOYAH ELECTRIC LLC WA UBI No. 602 252 591 15135 NE 92nd St REDMOND, WA 98052 425-814-6000 KING County Business type Limited Liability Company Governing persons DAVID E NICHOLS MAHMOOD GHASSEMI; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SEQUOEL976B9 Effective — expiration 01/29/2003— 01/30/2019 Active. Meets current requirements. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602252591 &LIC=SEQUOEL976B9&SAW= 1/23/2018 SEQUOYAH ELECTRIC LLC Page 2 of 3 Bond HARTFORD FIRE INS CO Bond account no... 52BSBAB5543 $12,000.00 Received by L&I Effective date 01/29/2003 01/17/2003 Expiration date Until Canceled Insurance ............................ Zurich American Ins Co Policy no. GL0106568200 $1,000,000.00 Received by L&I Effective date 11/15/2017 11/27/2017 Expiration date 11/27/2018 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, 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. This company has multiple workers' comp accounts. Active ..accounts ....._.........._....................._.... L&I Account ID 061,981.00 ........_..................... Doing business as SEQUOYAH ELECTRIC LLC Estimated workers reported Quarter 3 of Year 2017 "Greater than 100 Workers" L&I account contact T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@Ini.wa.gov Track this contractor '*, Account is current. 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 01/13/2016 Inspection no. 317937437 Location 501 North Newport Ave Newport, WA 99156 Violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602252591&LIC=SEQUOEL976B9&SAW= 1/23/2018 PROJECT TEAM OWNER: JCPENNEY COMPANY, INC. 6501 LEGACY DRIVE PLANO, TEXAS 75024-3612 P.O. BOX 10001 DALLAS, TEXAS 75301 972-431-1409 p 972-531-1409 f Contact: Andre Robinson Email: arobin78@jcp.com GENERAL CONTRACTOR: TO BE DETERMINED CIVIL ENGINEERS: PACLAND 1505 Westlake Ave. N., Suite 305 Seattle, WA 98109 206.522.9510 p 206.522.8344 f Contact: Bill Fortunato Email: bfortunato@pacland.com ABV. ADJ. A.F.F. ALUM. ANOD. APPROX. ARCH. B.O.C. BD. BLDG. BLK. BLKG. BM. BOT. C.H. CLG. CJ CL C.O. C.M.U. COL. CONT. CONTR. CONC. CT DBL. DEG. DEPT. DETL. DF DIA.; DIAM. DIM. DN. DR. DS DWG. EA. E.I.F.S. E.J. ELEC. EL. ELEV. EQUIP. EQUIV. ESCAL. E.W.C. EXT. F.D. F.E. F.E.C. F.H.C. F.R.T. FIN. FLR. FLUOR. FTG. GA. GALV. G. F.R.C. G.C. G.I. GYP. HDWD. HDWE. H.C. H.E.W.C. H.M. HOR. H.P. HR. HT. I.D. INCAND. INSUL. JAN. JST. L.L.H. L.L.V. L.P. ARCHITECT: CALLISON LLC. 1420 FIFTH' AVENUE, SUITE 2400 SEATTLE, WA 98101 214.468.7727 d 214.468.7600 o Contact: Landon Bradshaw Email: landon.bradshaw@callisonrtkl.com MEP ENGINEERS: HARGIS ENGINEERS, INC. 1201 THIRD AVE, SUITE 600 Seattle, WA 98101 206.448.3376 p 206.448.4450 f Contact: Robert Smith Email: Robert.Smith@hargis.biz ABBREVIATIONS ABOVE ADJUSTABLE ABOVE FINISHED (CONC.) FLOOR ALUMINUM ANODIZED APPROXIMATE ARCHITECT or ARCHITECTURAL BACK OF CURB BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM CEILING HEIGHT CEILING CONTROL JOINT CENTERLINE CLEAN OUT CONCRETE MASONRY UNIT COLUMN CONTINUOUS CONTRACTOR CONCRETE CERAMIC TILE DOUBLE DEGREE DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELECTRICAL ELEVATION ELEVATOR EQUIPMENT EQUIVALENT ESCALATOR ELECTRIC WATER COOLER EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER AND CABINET FIRE HOSE CABINET FIRE RETARDANT TREATED FINISH FLOOR FLUORESCENT FOOTING GAUGE GALVANIZED GLASS FIBER REINF. CONC. GENERAL CONTRACTOR GALVANIZED IRON GYPSUM HARDWOOD HARDWARE HANDICAPPED HANDICAPPED E.W.C. HOLLOW METAL HORIZONTAL HIGH POINT HOUR HEIGHT INSIDE DIAMETER INCANDESCENT INSULATED, INSULATION JANITOR JOIST LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT MAS. MASONRY MAT'L. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING MTL. METAL MFR. MANUFACTURER MGR. MANAGER MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING M.S.G. MANUFACTURERS STANDARD GAUGE MTD. MOUNTED N.I.C. NOT IN CONTRACT NONCOM. NONCOMBUSTIBLE N.T.S. NOT TO SCALE O.C. O.D. O.H.DOOR OPNG. O.H. PLT PLAM. PLYWD. PNL. POL. PREFAB. P.S.F. PT. R R/A REF. REINF. REQ'D R.D. RM. R.O. S/A S.A.C. S.C. S.F. SIM. SPEC. SPKLR. SQ. S.S. STRUCT. STD. STL. ON CENTER OVERFLOW DRAIN or OUTSIDE DIAM. OVERHEAD DOOR OPENING OPPOSITE HAND PLATE PLASTIC LAMINATE PLYWOOD PANEL POLISHED PREFABRICATED POUNDS PER SQUARE FOOT POINT RISER, RADIUS RETURN AIR REFERENCE REINFORCED REQUIRED ROOF DRAIN ROOM ROUGH OPENING SUPPLY AIR SUSPENDED ACOUSTICAL CEILING SOLID CORE SQUARE FOOT SIMILAR SPECIFICATIONS SPRINKLER SQUARE STAINLESS STEEL STRUCTURAL STANDARD STEEL TA TOILET ACCESSORY T.O.C. TOP OF CURB THK. THICK T.O.S. TOP OF STEEL T. or TRD. TREAD TIP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.C.T. VERT. VEST. V.I.F. W/ W/0 W.C. WD. WDTH. W.W.F. VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD WITH WITHOUT WATER CLOSET WOOD WIDTH WELDED WIRE FABRIC SOUTH CENTER MALL 1249 SOUTH CENTER MALL TUKWOLAWA 98188 ARCHITECTURAL SYMBOLS EXISTING BUILDING COLUMN GRID 3 PARTITION TYPE SYMBOL, REF. PARTITION TYPES ON SHEET A601 NEW COLUMN GRID CG CORNER GUARD DETAIL NUMBER XX/AXXX SHEET NUMBER WX WINDOW NUMBER XX/AXXX ELEVATION (INTERIOR AND EXTERIOR) REF. SYMBOL EXTERIOR FINISH MATERIAL SYMBOL, REF. LEGEND ON EXTERIOR ELEVATIONS SHEETS DETAIL NUMBER WALL SECTION REFERENCE SYMBOL WALL SECTION IS ON THIS SHEET NOTE BY NUMBER A TOILET ACCESSORY NUMBER XX/AXXX SECTION DETAILS (NOT WALL SECTIONS) REF. SYMBOL RM NAME 1234 ROOM NAME ROOM NUMBER ///////,1 10 —0 CHANGES IN CEILING HEIGHT (7'; DOOR NUMBER ENLARGED DETAILS REFERENCE SYMBOL XX/AXXX (PLAN DTLS., SECTION DTLS.) XX/AXXX /A\ REVISIONS DELTA, REVISIONS MADE BY ADDENDUM HAVE ALPHA. LETTERS REVISIONS DELTA, REVISIONS MADE BY MEANS OTHER THAN BY ADDENDUM HAVE NUMBERS ± INDICATES THIS DIMENSION IS APPROXIMATE. IT IS SHOWN FOR GENERAL 5'-7"± — INFORMATION ONLY, IT IS NOT CRITICAL, AND SHOULD BE FIELD VERIFIED FINISHED CONCRETE FLOOR SURFACE DRAWINGS AND DETAILS TITLES 4� DETAIL NUMBER SCALE OF DRAWING ALL OF THESE SYMBOLS MAY, OR MAY NOT HAVE BEEN USED IN THE PRODUCTION OF THESE DRAWINGS. PLANNING: APPROVE? No changes c rli be rr . to these pans without a prdvaI from the Planning Division of DCD Approved By: rl/ € ate: BUILDING DATA A. SCOPE OF WORK DESCRIPTION: PUGET SOUND ENERGY CO. TO REMOVE EXISTING ELECTRICAL TRANSFORMERS FROM PENTHOUSE LEVEL. NEW TRANSFORMER TO BE LOCATED ON SITE AND POWER SUPPLY TO BE RUN BACK TO JCPENNEY DISTRIBUTION PANEL IN PENTHOUSE. B. APPLICABLE CODES: BUILDING CODE: ACCESSIBILITY: ENERGY: MECHANICAL: ELECTRICAL: • PLUMBING: FIRE: 2015 WASHINGTON STATE BUILDING CODE 2009 ICC/ANSI 117.1 2012 WASHINGTON STATE ENERGY CODE 2012 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS 2014 NATIONAL ELECTRICAL CODE WITH STATEWIDE AMENDMENTS 2012 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS 2012 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS C. OCCUPANCY CLASSIFICATION: GROUP M, MERCANTILE (DEPARTMENT STORES/RETAIL SALES) GROUP B, BUSINESS (OFFICE AREA) GROUPS -1, STORAGE (MODERATE HAZARD) NON—SEPARATED MIXED USES REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building©ivision. NOTE: Revisions will require a new plan submits and may include additional plan review fees. TOTAL FLOOR AREAS & OCCUPANT CALCULATIONS 2015 INTERNATIONAL BUILDING CODE FLOOR AREA PER OCCUPANT (PER TABLE 1004.1.2) AREA # OCCUPANTS SALES FLOOR 60 SF / OCC. BASEMENT — 52,085 SF 868 FIRST FLOOR — 67,399 SF 1,124 SECOND FLOOR — 64,156 SF 1,070 OFFICE/RR/HALLWAY 100 SF / OCC. BASEMENT - 9,741 SF 98 FIRST FLOOR - 337 SF 4 SECOND FLOOR — 6,153 SF 62 STOCK/MECH/ELEC 300 SF / OCC. BASEMENT — 14,585 SF 49 FIRST FLOOR - 11,485 SF 39 SECOND FLOOR - 5,994 SF 20 PENTHOUSE — 10,2 —SE_, 35 • D. CONSTRUCTION CLASSIFICATION: 1. CONSTRUCTION TYPE: TYPE II -B (EXISTING); FULLY SPRINKLERED 2. ALL FIRE RESISTIVE COMPONENTS OF THE BUILDING WILL REMAIN INTACT, AND IF DISTURBED, WILL BE REPLACED WITH LIKE MATERIALS. F. MEANS OF EGRESS: REFER TO SHEET A002 FOR PATHS OF TRAVEL AND EXIT CAPACITIES. H. FIRE ALARM, DETECTION AND EXTINGUISHING EQUIPMENT : EXISTING AUTOMATIC SPRINKLER SYSTEM THROUGHOUT BUILDING. EXISTING FIRE ALARM PROVIDED. EXISTING FIRE EXTINGUISHERS PROVIDED. I. PLUMBING FIXTURES: NO REVISIONS TO PLUMBING QUANTITIES. INDEX OF DRAWINGS • ISSUED O FOR REFERENCE ONLY A000 COVER SHEET • CIVIL C-1.0 SITE PLAN • ARCHITECTURAL A002 A002.2 A111 A111.2 A300 A300.2 MEP E001 E100 E101 E201 E301 OCCUPANCY, EGRESS, AND SCOPE PLANS OCCUPANCY, EGRESS, AND SCOPE PLANS - ALT ENLARGED SCOPE PLANS • • • ENLARGED SCOPE PLANS - ALT BUILDING SECTION & DETAILS BUILDING SECTION & DETAILS - ALT • • • ELECTRICAL LEGEND AND NOTES SITE PLAN ELECTRICAL FLOOR PLANS - ELECTRICAL ELECTRICAL ONE -LINE DIAGRAMS ELECTRICAL SPECIFICATIONS • • • • • PARATE PERMIT REQUIRED FOR ,U4echanic Iectr Taal %Iumbing ><.�I Gas Piping City of Tukwila BUILDING DIVISION capy D I L- D2YL Plan review epprov€I is subject to errors and omissions. Approval of construction documents dooe notauthorize the violation of any adopted code or ordinance. Receipt of approved Tiold Copy and conditic acknowledged: By:;71 7* Date. City at Tukwila BUILDING DIVISION REVIEWED roR CODE COMPLIANCE APPROVED Cf BUILD Nr r NOT TO SCALE 5150111 51 E tI n Idyke kl txry Sohoo! The Botemard Apartmoof Homes la VISION I. LOCATION MAP • 551011,51 cz� C�) C0 1 • > C p 0 nn In .,>'~7 U cz C C3)aiC.X o N- c� rn V mC d F O O O 08/11/16 w WWW.caIIison.com O M M N rn IL ailiilactmels Mlneia1 55 S7nil St, ,Ponelyr Center S e.n•klesCrest curom. SVfr39 S155th Sl :...S 155th S 151 CPenney 5aker Blvd tl"Kar g { it ll:e CI 5 aka facto 5�6a1115I Yb 4 5nander Blvd Target a A 55tlhee5 Pima J J < v- Luz< 4t Lu Z W _ < O� O d' ISSUED / REVISED DATE PERMIT SET 08/11/16 She der aha • 1esk Or ¢ Ind,& r: rte: 1 O O C Y c, : _T. t it 517011tSI T.. 31 ?2nd St S 1750152 S? &fickler flirt SER lrC,1,-',1\d T ER 5. Pei! Puy SOUTH CENTER MALL 1249 SOUTH CENTER MALL TUKWILA, WA 98188 n. g JCPENNEY STORE COVER SHEET A000 CO N CV 0 S:\washington\TUKWILAVallison\southcenter mall\2DWGS\TUCA11 OS.dwg amomormomia at MEN JCPENNEY REPLACE CURB w to f`RAFFIC SIG AL SM'T RE . # 200061 NEW TRANSFORMER; REMOVE LANDSCAPE AS NECESSARY TO INSTALL TRANSFORMER AND INSTALL ARBOR VITAE ON 3 SIDES • AS NEEDED FOR SCREENING �'A'jB & GUTTER RE -STRIPE NEW CURB ND ASPHALT FOR FIRE LANE (TYP Iz GAS CROSSING, CHECK ELEVATION FOR CONFLICT SS IE=11.41 it SD IE = 21.76 • N • • VICINITY MAP NTS (0 0 0 0 00 0 0 0 0 ASPHALT CONCRETE SURFACING (GRADE 'B' - WSDOT SEC11ON 5-04.2) CRUSHED BASE COURSE (WSDOT STD SPEC 9-03.9(3)) ♦ s " R/..i * / ,' . i.iio o '\ S. COMPACTED GRANULAR FILL CONFORMING TO WSDOT GRAVEL BORROW (SEC11ON 9.03.14(1)) COMPACTED SUITABLE NATIVE MATERIAL OR �� ,cot'/STRUCTURAL ALL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557). STANDARD DUTY PAVEMENT GUTTER SLOPE TO MATCH ADJACENT ASPHALT PAVEMENT GUTTER SHALL HAVE "REVERSE" SLOPE WHERE PAVEMENT GRADE SLOPES AWAY FROM CURB, SEE PLAN NTS O U 00.000.°00.000.000 _ _ 0n . r, 00 . 0 00 . 6 1/2 1'-6" . 0 0 0 0 0 O 0 MINIMUM 6" BASE COURSE WITH PRIME COAT CONCRETE CURB AND GUTTER SECTION ELASTOMERIC SELF -LEVELING SEALANT AT PAVEMENT/CURB TRANSITION. ASPHALT PAVING NTS 6-1/2" 5-1/2" " R • BASE COURSE WITH PRIME COAT (PER PAVEMENT SECTION) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL ALL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM 01557). - CONCRETE CURB SECTION 1 I LOCATION MAP NTS PAVEMENT NOTES 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT SPECIFICATIONS. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, ANY STRUCTURAL FILL PLACED WITHIN 24 INCHES OF FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 12 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD HAVE A MINIMUM CALIFORNIA BEARING RATIO (CBR) OF 15 WHEN COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY (ASTM 0-1557). FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 92% OF THE MATERIAL'S MAXIMUM DRY DENSITY. 4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE UNIFORMLY COMPACTED TO 95% OF MODIFIED PROCTOR IF POSSIBLE OR TO THE PRACTICAL LIMIT BASED ON THE SOIL MOISTURE CONTENT. 5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3), OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND BE COMPACTED TO AT LEAST 95% OF THE MAX. DRY DENSITY (ASTM D 1557). 6. PERFORMANCE GRADED ASPHALT BINDER SHALL BE IN ACCORDANCE WITH WSDOT SECTION 9-02.1(4). 7. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9-03.8(6) CLASS Y2", OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 92% OF THE RICE (THEORETICAL MAXIMUM) DENSITY OR 96% OF THE MARSHALL DENSITY (ASTM SPECIFICATION D 1559) AND PLACED IN TWO OR MORE LIFTS OF NOT LESS THAN 1-1/2" NOR MORE THAN 3" FOR EACH UFT. 8. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5-05 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AGGREGATE SHALL CONFORM TO WSDOT STD. SPEC. 9-03.1(5)8, GRADING, FOR MAXIMUM NOMINAL SIZE OF r. 9. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 10. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPLACED WITH NEW PAVEMENT, THE EXISTING PAVEMENT, BASE COURSE AND SUBGRADE SHALL BE REMOVED TO THE DEPTH SUFFICIENT TO CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. CRUSHED BASE COURSE (WSDOT STD SPEC 9-03.9(3)) =4 - PORTLAND CEMENT CONC. (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STANDARD SECTIONS 5.05) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL ALL UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557). TYPICAL SECTION CONCRETE PAVEMENT REMOVE EX SIDEWALK TO NEAREST JOINT AND REPLACE (EX SIDEWALK MAY BE PINNED TO BUILDING, CONTRACTOR TO VERIFY) ,Pror Ar Arte i� iiiriiiiiikA474,' REPLACE CURB AND GUTTER PH AI T NEW SECONDARY POWER; COORDINATE W/ PSE ASPHALT TRENCH AND REPLACE RE -STRIPE PAVEMENT MARKINGS AS NEEDED (TYP) SSMH RIM=27.13 IE=21.8 NOTE: CHANNEL FULL OF GRAVEL (ABANDONED) iese pl Works Cit Z ss SS SSMH RIM =27.16 IE CL CHAN 12" (N/E) 8" CONC(W)=11.0 INE e been reviewed by the Public tment for conformance witch current su lect to errors and s which do not authorize violations of ed standards or ordinances. The responsibility the adequac7 . 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. 23.6 Final acceptance is subject the Public Works utilitie Date: to field inspe ion by nspector. S J SITE PLAN 22 2ei4. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. REVIEWED FOR CODE COMPLIANCE APPROVED SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CIN/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. AUG 262016 City of TukulAta BUILDING DI1 SIGN 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE DATED AUGUST 2009. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF NTS 4 NTS PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. `'a 11 �"d,�' Neal.,.... ab r. .. _ ii ,jr'.„t 9 •, _ �. �K�, 9`'4U�; LRR 08/11/2016 PERMIT CMD WFF 10-546-001 VryAL V" 6.94 ( 6/•1/4 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206)522-9510 F (206)522-8344 www.PACI.AND.coM 5. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 6. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 7. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.). PARKING LOT STRIPING SHALL BE YELLOW, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. RE -STRIPE ALL AREAS WHERE PAVEMENT IS BEING MODIFIED. 8. ALL ISLANDS WITH BARRIER CURB SHALL BE LANDSCAPED. 9. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE PROTECTED UNLESS OTHERWISE NOTED TO BE ABANDONED, REMOVED OR RELOCATED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID. 11. CONTRACTOR SHALL SAWCUT AND REPLACE FULL DEPTH PAVEMENT ADJACENT TO EXISTING CURB TO REMAIN. JCPENNEY 1249 SOUTHCENTER MALL TUKWILA, WA i)%0X32. RECEIVED CITY OF TUKWILA AUG 1 2 2016 RE.C' Y OF AUG PERMIT STOCK 208 SF LV� IZ� STOCK!!OFFICE 86 SF 58 SF a�) MECH 697697 ;SF 73 S STOCK, MECH 351 SF STO 142 K F 3 'SECOND FOO] ELEC 315 SF I V441 STOCK, ELEC 666 SF ELEG 88 SF W4 t4 1 W4 •1' r OFFICE 82 SF STOCK 163 SF 2 4 STOCK, ELEC, MECH, STORAGE 4,966 SF STOCK 330 SF pins 1/32" = 1'-0" 1I _0z i . "01 IIII -F:a IIII 1111 11 • ?EN'kONJS .5)• {51 1/32" = 1'-0" BASEMENT AREA & OCCUPANT CALCU_ATIONS 2015 WASHINGTON STATE BUILDING CODE FLOOR AREA PER OCCUPANT (PER TABLE 1004.1.2) AREA # OCCUPANTS SALES 60 SF/OCC. 52,085 SF 868 OF10E/RR/HALLWAY 100 SF/OCC. 9,741 SF 98 STOCK/MECH/ELEG 300 SF/OCC. 14,585 SF 49 BASEMENT TOTALS 480 76,411 SF 1,015 REQUIRED EXIT WIDTH: 1,015 OCC. X .2 (Table 1005.1) = 203" OR 16'-11" + FIRST FLOOR + SECOND FLOOR SECOND FLOOR AREA & OCCUPANT CALCU.ATIONS 2015 WASHINGTON STATE BUILDING CODE FLOOR AREA PER OCCUPANT (PER TABLE 1004.1.2) AREA # OCCUPANTS SALES 60 SF/OCC. 64,156 SF 1070 OFFICE/RR/HALLWAY 100 SF/OCC. 6,153 SF 62 STOCK/MECH/ELEC 300 SF/OCC. 5,994 SF 20 SECOND FLOOR TOTALS 480 76,303 SF 1,152 REQUIRED EXIT WIDTH: BASEMENT + FIRST FLOOR + 1,152 OCC. X .2 (Table 1005.1) = 230.4" OR 19'-3" BASEMENT EGRESS PROVIDED EXIT # DOOR SIZE NUMBER OF OCCUPANTS SERVED Q 96" (3 - 3'-0") 480 0 68" (2 PAIR 3'-0") 340 Q 96" (3 - 3'-0") 480 0 64" (2 - 3'-0") 320 Q 96" (3 - 3'-0") 480 Q 96" (3 - 3'-0") 480 0 64" (2 - 3'-0") 320 TOTAL 580" OR 48'-4" 2,900 OCC. FIRST FLOOR EGRESS PROVIDED EXIT # DOOR SIZE NUMBER OF OCCUPANTS SERVED Q 204" (3 PAIR 3'-0") 1020 0 38" (3'-6") 190 0 204" (3 PAIR 3'-0") 1020 0 32" (3'-0") 160 39 FIRST FLOOR TOTALS 320 79,221 SF 1,167 • TOTAL 478" OR 39'-10" 2,390 OCC. REVIEWED FOR -ODE COMPLIANCE .":' APPROVED AUG 2 6 2016 City of Tukwila BUILDING DIVISION FIRST FLOOR AREA & OCCUPANT CALCU ATIONS 2015 WASHINGTON STATE BUILDING CODE FLOOR AREA PER OCCUPANT (PER TABLE 1004.1.2) AREA # OCCUPANTS SALES 60 SF/OCC. 67,399 SF 1124 OFFICE/RR/HALLWAY 100 SF/OCC. 337 SF 4 STOCK/MECH/ELEC 300 SF/OCC. 11,485 SF 39 FIRST FLOOR TOTALS 320 79,221 SF 1,167 REQUIRED EXIT WIDTH: BASEMENT + 1,167 OCC. X .2 (Table 1005.1) = 233.4" OR 19'-6" + SECOND FLOOR PE\THOUSE AREA & OCCUPANT CALCU_ATIONS 2015 WASHINGTON STATE BUILDING CODE FLOOR AREA PER OCCUPANT (PER TABLE 1004.1.2) AREA # OCCUPANTS STOCK/MECH/ELEC 300 SF/OCC. 10,275 SF 35 340 Q 68" (2 PAIR 3'-0") 340 0., 96" (3 - 3'-0") 480 0 PENTHOUSE FLOOR TOTALS 320 10,275 35 SECOND FLOOR EGRESS PROVIDED EXIT # DOOR SIZE NUMBER OF OCCUPANTS SERVED Q 68" (2 PAIR 3'-0") 340 0 68" (2 PAIR 3'-0") 340 Q 68" (2 PAIR 3'-0") 340 0., 96" (3 - 3'-0") 480 0 64" (2 - 3'-0") 320 t I I I ti # • TOTAL 364" OR 30'-4" 1,820 OCC. bTi q�z3z SYVBOL LEGEND ■ ) TRAVEL PATH 22T TRAVEL DISTANCE 22•. 34" OCCUPANT LOAD SERVED EXIT WIDTH PROVIDED 0 EXIT NUMBER NOT IN SCOPE OF WORK AREA OF WORK t I I I ti # 00 0) co N M E L Cu '> J- O -NON U e a o 0 (0 >, QOM a) UN. c AcoT;r c CCDHMC')a. • J d' d' 0 ®' p N N E c h O IO O Lit) — vOa...IF-IL 08/11/16 0 0 PROJECT #010-160071 aISU ❑ I ED DATE l�l PERMIT REP M I--� T SET� 08/11/16 G .1 2 2016 RE1= W1IT CFNTFR 2 20 ...ENTER COPYRIGHT (c. 2016 CALLISONRTKL OCCUPANCY, EGRESS, & SCOPE PLANS A002 U STOCK, ELEC, MEC , STORAG' 1;758 •F BASEMEr STOCK 208 SF 1/32" = 1 —0" ST-OCI OFFICE 86 SF 58 SF c) •Q OFFICE — MECI i 697S 73S STOCK, MECH 351 SF -c� SECOND F OON 3 } 1/32" = 1'-0" ELEC 315 SF STOCK, ELEC 666 SF K F • K; ELEr K; K 88 SF W4 K{ V; 90CK; V 38- K; OFFICE 82 SF STOCK 163 SF STOCK, ELEC, MECH, STORAGE 4,966 SF STOCK 330 SF [IRSC F OO LA rimi / ) M;. BASEMENT AREA & OCCUPANT CALCU_ATIONS 2015 WASHINGTON STATE BUILDING CODE FLOOR AREA PER OCCUPANT (PER TABLE 1004.1.2) AREA OCCUPANTS SALES 60 SF/OCC. 52,085 SF 868 OFFICE/RR/HALLWAY 100 SF/OCC. 9,741 SF 98 STOCK/MECH/ELEC 300 SF/OCC. 14,585 SF 49 BASEMENT TOTALS 480 76,411 SF 1,015. REQUIRED EXIT WIDTH: 1,015 OCC. X .2 (Table 1005.1) = 203" OR 16'-11" + FIRST FLOOR + SECOND FLOOR SECOND FLOOR AREA & OCCUPANT CALCULATIONS 2015 WASHINGTON STATE BUILDING CODE FLOOR AREA PER OCCUPANT (PER TABLE 1004.1.2) AREA # OCCUPANTS SALES 60 SF/OCC. 64,156 SF 1070 OFFICE/RR/HALLWAY 100 SF/OCC. 6,153 SF 62 STOCK/MECH/ELEC 300 SF/OCC. 5,994 SF 20 SECOND FLOOR TOTALS 480 76,303 SF 1,152 REQUIRED EXIT WIDTH: BASEMENT + FIRST FLOOR + 1,152 OCC. X .2 (Table 1005.1) = 230.4" OR 19'-3" BASEMENT EGRESS PROVIDED EXIT # DOOR SIZE NUMBER OF OCCUPANTS SERVED Q 96" (3 — 3'-0") 480 0 68" (2 PAIR 3'-0") 340 0 96" (3 — 3'-0") 480 0 64" (2 — 3'=0") 320 0 96" (3 — 3'-0") 480 0 96" (3 — 3'—O") 480 Q 64" (2 — 3'-0") 320 TOTAL 580" OR 48'-4" 2,900 OCC. FIRST FLOOR EGRESS PROVIDED EXIT # DOOR SIZE NUMBER OF OCCUPANTS SERVED Q 204" (3 PAIR 3'-0") 1020 0 38" (3'-6") 190 Q 204" (3 PAIR 3'-0") 1020 0 32" (3'-0") 160 39 FIRST FLOOR TOTALS 320 79,221 SF 1,167 TOTAL 478" OR 39'-10" 2,390 OCC. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 6 2016 City of Tukwila BUILDING DIVISION FIRST FLOOR AREA & OCCUPANT CALCU_ATIONS 2015 WASHINGTON STATE BUILDING CODE FLOOR AREA PER OCCUPANT (PER TABLE 1004.1.2) AREAOCCUPANTS # OCCUPANTS SALES 60 SF/OCC. 67,399 SF 1124 OFFICE/RR/HALLWAY 100 SF/OCC. 337 SF 4 STOCK/MECH/ELEC 300 SF/OCC: 11,485 SF 39 FIRST FLOOR TOTALS 320 79,221 SF 1,167 REQUIRED EXIT WIDTH: BASEMENT + 1,167 OCC. X .2 (Table 1005.1) = 233.4" OR 19'-6" + SECOND FLOOR PENTHOUSE AREA & OCCUPANT CALCU_ATIONS 2015 WASHINGTON STATE BUILDING CODE FLOOR AREA PER OCCUPANT (PER TABLE 1004.1.2) AREA # OCCUPANTS STOCK/MECH/ELEC 300 SF/OCC. 10,275 SF 35 340 0 68" (2 PAIR 3'-0") 340 0 68" (3 - 3'-0") 340 Q PENTHOUSE TOTALS 320 10,275 35 SECOND FLOOR EGRESS PROVIDED Dlb� EXIT # DOOR SIZE NUMBER OF OCCUPANTS SERVED Q 68" (2 PAIR 3'-0") 340 0 68" (2 PAIR 3'-0") 340 0 68" (2 PAIR 3'-0") 340 0 68" (3 - 3'-0") 340 Q 64" (2 — 3'-0") 320 . TOTAL 336" OR 28'—O" 1,680 OCC: Oi32 SYMBOL LEGEND - - - TRAVEL PATH 227' TRAVEL DISTANCE 22. 34" OCCUPANT LOAD SERVED EXIT WIDTH PROVIDED 1O EXIT NUMBER 1 1 NOT IN SCOPE OF WORK 1 AREA OF WORK 1 f 1 co corn a) ▪ > d' c 0 N C 0 O c0 U {1 O X r s cr) a)M � �'�.4. :a. —I • ON N E`- C N. C O VcoaNu. 08/11/16 www.callison.com E O 0 a) C a) 0 U J —J J Q Q 2 to w E w Z zU WA w U = O O co co co Q >J E- 0 0 ti 0 0 co 0 0 1 I— U w 0 ISSUED / REVISED DATE PERMIT SET 08/11/16 ZECEIVED. ITY OF TUKWILA AUG 122016 - HERMIT CENTER COPYRIGHT ic. 2016 CALLISONRTKL OCCUPANCY, EGRESS, & SCOPE' PLANS - ALT A002.2 BASEMEN' F OO P=AN 1/8" = 1'-0" PUN NORM SECOND F.00N 1/8" = 1'-0" ECOW FOOR p 1/8" = 1'-O" =ME OMMM NMI NOM MOM (4) 4" CONDUITS RIM MOM OMMII MON MIMI MO MOM MEM MEM MEM PENMOUSE F.00N RAN 1/8" = 1'-0" TRUE NORTH RAN NOraH NOTE: AREAS OF WORK HAVE NO HATCHING. TRIM TOP OF VISQUEEN PANEL WITH 1" X 4" POPLAR TRIM. MITER CORNERS. FASTEN TO PLYWOOD INSTALLED INTO CEILING GRID. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. 1 LAYER 6 MIL OPAQUE WHITE VISQUEEN (FIRE RATED AS REQUIRED BY CODE) WRAPPED OVER THE TOP, BOTTOM AND SIDES OF THE FRAMING. SECURE TAUT TO FRAMING WITH NO VISIBLE WRINKLES. NO TEXT SHOULD BE VISIBLE FROM THE OUTSIDE OF THE BARRICADE. VERTICAL SEAMS TO BE WRAPPED TO INTERIOR OF PARTMON AT VERTICAL JOINTS. VERTICAL JOINTS SHALL BE ALL CORNERS. SPANS BETWEEN VERTICAL JOINTS SHALL BE NO LESS THAN 30'. TRIM TOP AND BOTTOM OF PLYWOOD WITH 1"X 4" POPLAR TRIM. MITER CORNERS. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. TRIM TOP AND BOTTOM OF PLYWOOD WITH 1"X 4" POPLAR TRIM. MITER CORNERS. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. UNE OF CEIUNG ATTACH TO 1/2" PLYWOOD (FIRE RETARDANT TREATED AS REQUIRED BY CODE), INSTALLED IN CEILING GRID IN PLACE OF CEILING TILE. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. UGHTING COINCIDENT WITH BARRIER WALL TO BE REMOVED AND REPLACED WITH PLYWOOD AS STATED ABOVE. FASTEN TOP PLATE OF WALL INTO PLYWOOD INSTALLED INTO CEIUNG GRID. INSIDE OF WORK AREA BARRICADE WA SECTION DEAD SECURE VISQUEEN TO TOP OF WALL USING CONTINUOUS BLOCKING 1/2" PLYWOOD (FIRE RETARDANT TREATED AS REQUIRED BY CODE) EXTENDING TO 4'—O" AFF. SECURE TO FRAMING WITH SCREWS. PATCH OVER SCREWS. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. (ALTERNATE TO PAINTED 1/2" PLYWOOD — PREFINISHED WHITE MASONITE. ENSURE DOORS AND TRIM ARE PAINTED TO MATCH.) DOUBLE STICK TAPE BETWEEN BOTTOM PLATE AND FLOOR 1/8" = 1'-O" bao13z GENERAL NOTES 1 GC SHALL VERIFY ON SITE CONDITIONS DURING BID PERIOD TO CONFIRM DRAWINGS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR OMISSION PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD WITH EXISTING CONDITIONS AND JCPENNEY FIELD REPRESENTATIVE. 2. DURING THE DEMOLITION PORTION OF TRANSFORMER REMOVAL, THE JCPENNEY BUILDING IS TO REMAIN OPERATIONAL AT ALL TIMES. PROVIDE TEMPORARY BARRICADES, PEDESTRIAN ACCESS WAYS, AND PROTECTION AS REQUIRED. COORDINATE WITH JCPENNEY FIELD REPRESENTATIVE, FIRE DEPARTMENT, AND LOCAL CODES. FIRE SPRINKLER SYSTEM TO REMAIN FUNCTIONAL AT ALL TIMES. 3. GC SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING CONSTRUCTION REMAINING AND SHALL REPAIR ANY DAMAGES CAUSED BY DEMOLITION. 4. GC IS RESPONSIBLE FOR TRASH REMOVAL, KEEPING THE PROJECT CLEAN AT ALL TIMES. 5. GC TO APPLY FOR BUILDING INSPECTIONS AS REQUIRED BY LOCAL JURISDICTION. 6. GC SHALL MAKE NO CHANGES FROM THE CONTRACT DOCUMENTS. CHANGES TO THE SCOPE OF WORK OR EXTRAS, WHICH INVOLVE COST, WILL NOT BE HONORED WITHOUT THE PROMPT APPROVAL OF THE JCPENNEY PROJECT MANAGER. ANY CHANGES MADE WITHOUT PRIOR APPROVAL WILL BE REBUILT TO THE ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. 7. GC SHALL COORDINATE DEMOLITION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.. 8. GC TO VERIFY ALL EXISTING CONDITIONS OF LOAD BEARING WALLS, STRUCTURAL SUPPORT MEANS, LIGHT • FIXTURES, SPRINKLERS, HVAC SYSTEMS, STRUCTURAL BRACING SHALL REMAIN. NOTIFY THE ARCHITECT FOR ANY CONFLICT WITH NEW WORK. 9 A LICENSED PROFESSIONAL ENGINEER SHALL BE REQUIRED TO DESIGN METAL STUD GAUGE, CONNECTIONS AND BRACING IN ACCORDANCE WITH JCPENNEY MASTER CONTRACT SPECIFICATIONS, JCPENNEY STANDARD DETAILS AND GOVERNING CODES AND STANDARDS. 10. GC TO HAVE DAILY COORDINATION WITH STORE LEADER, PUGET SOUND ENERGY CONTACT AND JCPENNEY CPM. 11. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR DISCONNECTING ALL ELECTRICAL DEVICES AS REQUIRED FOR TEMPORARY SHOWCASE BAY AND FIXTURE RELOCATIONS: 12. G.C. TO COORDINATE WITH ELECTRICAL CONTRACTOR THE LOCATION OF CONSTRUCTION BARRICADE DOORS: 13. G.C. WILL BE RESPONSIBLE FOR MOVING LIGHTWEIGHT FLOOR FIXTURES TO PROVIDE ADEQUATE EGRESS DURING THE TIME THAT THE BARRICADE IS UP. 14. CONTRACTOR TO PROPERLY CARE IN WORK AREAS FOR EXISTING COLUMNS, WALLS, CEILINGS, FLOORS AND ELEMENTS ON OR THROUGHOUT ANY OF THESE. REPAIR OR REPLACE ANY DAMAGE CAUSED DURING DEMOLITION OR NEW CONSTRUCTION TO MAKE LIKE NEW APPEARANCE. REVIEWED FOR ODE COMPLIANCE ` t APPROVED AUG 262016 City of Tukwila BUILDING DIVISION KEY NOTES 09 ALL AREAS WITHIN OUTLINE REPRESENT AREAS AFFECTED BY TRANSFORMER RELOCATION REMODEL. 02 INSTALL CONSTRUCTION BARRICADE. PER JCPENNEY SPECIFICATIONS, REFERENCE 6/A111. 03 PROVIDE 3'-0" X 6'-8" TEMPORARY DOOR WITH FRAME AHD LOCKABLE HARDWARE TO ACCESS. BARRICADE AREA. ®,1 CC TO CORE DRILL THROUGH SLAB TO ALLOW FOR CONDUIT PASS-THROUGH. COORDINATE LOCATIONS OF CORE DRILLS. WITH EXISTING STRUCTURAL ELEMENTS PRIOR TO DRILLING: REFERENCE 2/A300. 05 NEW SERVICE DISCONNECT TO BE INSTALLED. COORDINATE 'WITH ELECTRICAL DRAWINGS. VERIFY EXACT LOCATION TO BE INSTALLED WITH JCPENNEY CPM. NEW BOLLARDS TO BE INSTALLED. REFERENCE DETAIL X/A300. INSTALL -PER MANUFACTURER RECOMMENDATIONS. TEMPORARILY RELOCATE EXISTING FLOOR FIXTURES LOCATED WITHIN BARRICADED .AREA. AFTER WORK IS DONE, PLACE FIXTURES. BACK IN THEIR ORIGINAL LOCATIONS. AREA DESIGNATED BY OUTLINE MD HATCH REPRESENTS POTENTIAL EXTENT OF CEILING WORK. WORK IN THIS AREA .MAY INCLUDE BUT IS NOT LIMITED TO REMOVING ANY AND ALL CEILING TILES, LIGHTS, DIFFUSERS, SPEAKERS, FIRE ALARM, FIRE SPRINKLERS, CAMERAS, AND ELECTRICAL • SYSTEMS 'AS NECESSARY FOR ROUTING - OF FEEDER AND TEMPORARY BARRICADE INSTALLATION. REINSTALL AFTER WORK IS COMPLETE AND BARRICADE HAS BEEN REMOVED.' 09 INSTALL 1/2". PLYWOOD (FIRE RETARDANT TREATED AS REQUIRED BY CODE) WHERE CEILING TILES AND LIGHT FIXTURES ARE BEING REMOVED FOR TEMPORARY BARRICADE INSTALLATION. SAND SMOOTH, PRIME. AND PAINT MOUNTAIN PEAK.WHITE. - FASTEN TOP PLATE OF WALL INTO PLYWOOD INSTALLED INTO CEILING- GRID. REMOVE PLYWOOD- AND EINSTALL CEILING TILES AND LIGHT FIXTURES -AFTER WORK IS COMPLETE AND BARRICADE HAS BEEN REMOVED. 10 NEW FEEDER ROUTING. ROUTING SHOWN IS DIAGRAMMATIC AND MAY BE ALTERED DUE TO FIELD CONDITIONS. COORDINATE . EXACT ROUTING IN FIELD. (11 EXISTING TRANSFORMERS TO BE REMOVED BY PSE (PUGET SOUND ENERGY). GC TO -VERIFY REMOVAL OF CONCRETE PADS WITH -JCPENNEY CPM. IF PADS ARE TO REMAIN, VERIFY CONNECTIONS TO EXISTING SLAB ARE SUFFICIENT WITH STRUCTURAL ENGINEER. ADDITIONAL DETAILS MAY BE NECESSARY AND Iit BE ADDRESSED IN A DEFERRED SUBMITTAL. 13 GC TO X-RAY SLAB AND WALLS WITH AREA OF CORE DRILLING TO ENSURE LOCATION DOES NOT COMPROMISE STRUCTURE OR REINFORCEMENT OF STRUCTURAL ELEMENTS. 12 08/11/16 Z} Z < 0 f e n J O � u Y♦ U U z O � 3 4,4a a V C2 J c J J Qco 2 Z z W U W = J D I— O D Od'�"" (n 0 0 PROJECT #010-160071 ISSUED /.REVISED DATE PERMIT SET 08/11/16 PECFIVED CITY OF TUKWILA AUG 1 2 2096 PERMIT CENTER COPYRIGHT c, 2016 CALLISONRTKL ENLARGED SCOPE PLANS Ai11 -2j, 8'-8" 1� BASEMEN' F.00R 1/8" = 1'-0" TRUE NORTH C2 MRS F.00R TRIM TOP OF VISQUEEN PANEL WITH 1" X 4" POPLAR TRIM. MITER CORNERS. FASTEN TO PLYWOOD INSTALLED INTO CEILING GRID. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. 1 LAYER 6 MIL OPAQUE WHITE VISQUEEN (FIRE RATED AS REQUIRED BY CODE) WRAPPED OVER THE TOP, BOTTOM AND SIDES OF THE FRAMING. SECURE TAUT TO FRAMING WITH NO VISIBLE WRINKLES. NO TEXT SHOULD BE VISIBLE FROM THE OUTSIDE OF THE BARRICADE. VERTICAL SEAMS TO BE WRAPPED TO INTERIOR OF PARTITION AT VERTICAL JOINTS. VERTICAL JOINTS SHALL BE AT ALL CORNERS. SPANS BETWEEN VERTICAL JOINTS SHALL BE NO LESS THAN 30'. TRIM TOP AND BOTTOM OF PLYWOOD WITH 1"X 4" POPLAR TRIM. MITER CORNERS. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. TRIM TOP AND BOTTOM OF PLYWOOD WITH 1"X 4" POPLAR TRIM. MITER CORNERS. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. 6 TRUE NORM PLN NORM LINE OF CEILING ATTACH TO 1/2" PLYWOOD (FIRE RETARDANT TREATED AS REQUIRED BY CODE), INSTALLED IN CEILING GRID IN PLACE OF CEILING TILE. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. LIGHTING COINCIDENT WITH BARRIER WALL TO BE REMOVED AND REPLACED WITH PLYWOOD AS STATED ABOVE. FASTEN TOP PLATE OF WALL INTO PLYWOOD INSTALLED INTO CEILING GRID. INSIDE OF WORK AREA BARRICADE WA SECTION SECURE VISQUEEN TO TOP OF WALL USING CONTINUOUS BLOCKING 1/2" PLYWOOD (FIRE RETARDANT TREATED AS REQUIRED BY CODE) EXTENDING TO 4'-0" AFF. SECURE TO FRAMING WITH SCREWS. PATCH OVER SCREWS. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. (ALTERNATE TO PAINTED 1/2" PLYWOOD - PREFINISHED WHITE MASONITE, ENSURE DOORS AND TRIM ARE PAINTED TO MATCH.) DOUBLE STICK TAPE BETWEEN BOTTOM PLATE AND FLOOR 1/8" = 1'-0" TRUE NORM PLN NORTH 43'-5"),, _ _. _ (4) 4" CONDUITS TRUE NORM PLN NORTH bi kr b13 2 OUSE F OOF P A TRUE NORTH 1 /8" 1'-0" NOTE: AREAS OF WORK HAVE NO HATCHING. GENERAL NOTES I. GC SHALL VERIFY ON SITE CONDITIONS. DURING BID PERIOD TO CONFIRM DRAWINGS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR OMISSION PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD WITH EXISTING CONDITIONS AIID JCPENNEY FIELD REPRESENTATIVE. 2. DURING THE DEMOLITION PORTION OF TRANSFORMER REMOVAL, THE JCPENNEY BUILDING IS TO REMAIN OPERATIONAL AT ALL TIMES. PROVIDE TEMPORARY BARRICADES, PEDESTRIAN ACCESS WAYS, AND PROTECTION AS REQUIRED. COORDINATE WITH JCPENNEY FIELD REPRESENTATIVE, FIRE DEPARTMENT, AND LOCAL CODES: FIRE SPRINKLER SYSTEM TO REMAIN FUNCTIONAL AT ALL TIMES. 3. GC SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING CONSTRUCTION REMAINING AND SHALL REPAIR ANY DAMAGES CAUSED BY DEMOLITION. 4. GC IS RESPONSIBLE FOR TRASH REMOVAL, KEEPING THE PROJECT CLEAN AT ALL TIMES. 5. GC TO APPLY FOP BUILDING INSPECTIONS AS REQUIRED BY LOCAL JURISDICTION. 6. GC SHALL MAKE NO CHANGES FR011 THE CONTRACT DOCUMENTS. CHANGES TO THE SCOPE OF WORK OR EXTRAS, WHICH INVOLVE COST, WILL NOT BE HONORED WITHOUT THE PROMPT APPROVAL OF THE JCPENNEY PROJECT MANAGER. ANY CHANGES MADE WITHOUT PRIOR APPROVAL WILL BE REBUILT TO THE ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. 7. GC SHALL COORDINATE DEMOLITION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 8. GC TO VERIFY ALL EXISTING CONDITIONS OF LOAD BEARING WALLS, STRUCTURAL SUPPORT MEANS, LIGHT FIXTURES, SPRINKLERS, HVAC SYSTEMS, STRUCTURAL BRACING SHALL REMAIN. NOTIFY THE ARCHITECT FOR ANY CONFLICT WITH NEW WORK. 9. A LICENSED PROFESSIONAL ENGINEER SHALL BE REQUIRED TO DESIGN METAL STUD GAUGE, CONNECTIONS AND BRACING IN ACCORDANCE WITH JCPENNEY MASTER CONTRACT SPECIFICATIONS, JCPENNEY STANDARD DETAILS AND GOVERNING CODES AND STANDARDS. 10. GC TO HAVE DAILY COORDINATION WITH STORE LEADER, PUGET SOUND ENERGY CONTACT AND JCPENNEY CPM. 11. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR DISCONNECTING ALL ELECTRICAL DEVICES AS REQUIRED FOR TEMPORARY SHOWCASE BAY AND FIXTURE RELOCATIONS. 12. G.C. TO COORDINATE WITH ELECTRICAL CONTRACTOR THE LOCATION OF CONSTRUCTION BARRICADE DOORS. 13. G.C. WILL BE. RESPONSIBLE FOR MOVING LIGHTWEIGHT FLOOR FIXTURES TO PROVIDE ADEQUATE EGRESS DURING THE TIME THAT THE BARRICADE 'IS UP. 14. CONTRACTOR TO PROPERLY CARE III WORK AREAS FOR EXISTING COLUMNS, WALLS, CEILINGS, FLOORS AND ELEMENTS ON OR THROUGHOUT ANY OF THESE. REPAIR OR REPLACE ANY DAMAGE CAUSED DURING DEMOLITION OR NEW CONSTRUCTION TO MAKE LIKE NEW APPEARANCE. 08/11/16 0 N 0 CO O 00 00 C) d' �t N N • N- 0 0 E O U a) a) a. U C REVIEWED FOR ODE COMPLIANCE APPROVED KEY NOTES B AUG 262016 City of Tukwila ILDING DIVISIO N 01 ALL AREAS WITHIN OUTLINE REPRESENT AREAS AFFECTED BY TRANSFORMER RELOCATION REMODEL. 02 INSTALL CONSTRUCTION BARRICADE PER JCPENNEY SPECIFICATIONS, REFERENCE X/A300.. 03 PROVIDE 3'-0" X 6'-8" TEMPORARY DOOR WITH FRAME AND LOCKABLE HARDWARE TO ACCESS BARRICADE AREA. 04GC TO CORE DRILL THROUGH SLAB TO ALLOW FOR CONDUIT PASS-THROUGH. COORDINATE LOCATIONS OF. CORE DRILLS WITH EXISTING STRUCTURAL ELEMENTS PRIOR TO DRILLING. REFERENCE 2/A300. • 05 NEW SERVICE DISCONNECT TO PE INSTALLED. COORDINATE WITH .ELECTRICAL DRAWINGS. VERIFY EXACT LOCATION TO BE INSTALLED WITH JCPENNEY CPU NEW BOLLARDS TO BE INSTALLED. REFERENCE DETAIL X/A300. INSTALL PER MANUFACTURER'S RECOMMENDATIONS: TEMPORARILY RELOCATE EXISTING FLOOR FIXTURES LOCATED WITHIN BARRICADED AREA. AFTER WORK. IS DONE, PLACE FIXTURES BACK IN THEIR ORIGINAL LOCATIONS: AREA DESIGNATED BY OUTLINE AND HATCH REPRESENTS POTENTIAL EXTENT OF CEILING WORK. WORK IN THIS AREA MAY INCLUDE BUT IS NOT LIMITED TO REMOVING ANY AND ALL CEILING TILES, LIGHTS, DIFFUSERS, SPEAKERS, FIRE ALARM, FIRE SPRINKLERS, CAMERAS, AND ELECTRICAL SYSTEMS AS NECESSARY FOR ROUTING OF FEEDER AND TEMPORARY BARRICADE INSTALLATION. REINSTALL AFTER WORK IS COMPLETE AND BARRICADE HAS BEEN REMOVED. 09 INSTALL 1/2" PLYWOOD (FIRE RETARDANT • TREATED AS REQUIRED BY CODE) WHERE CEILING TILES AND LIGHT FIXTURES ARE BEING REMOVED FOR TEMPORARY BARRICADE INSTALLATION. SAND SMOOTH, PRIME AND PAINT MOUNTAIN PEAK WHITE. FASTEN TOP PLATE OF WALL INTO PLYWOOD INSTALLED INTO CEILING GRID. REMOVE PLYWOOD ARID REINSTALL CEILING TILES AND LIGHT FIXTURES AFTER WORK IS COMPLETE AND BARRICADE HAS BEEN REMOVED. NEW FEEDER ROUTING. ROUTING SHOWN IS DIAGRAMMATIC AND MAY BE ALTERED DUE TO FIELD CONDITIONS. COORDINATE EXACT ROUTING IN FIELD. EXISTING TRANSFORMERS TO BE REMOVED BY PSE (PUGET SOUND ENERGY). GC TO VERIFY REMOVAL OF CONCRETE PADS WITH JCPENNEY CPM. IF PADS ARE TO REMAIN, VERIFY CONNECTIONS TO EXISTING SLAB ARE SUFFICIENT WITH STRUCTURAL ENGINEER. ADDITIONAL DETAILS MAY BE NECESSARY AIID MAY BE ADDRESSED IN A DEFERRED SUBMITTAL. 12 (13 CC TO X-RAY SLAB AHD WALLS WITH AREA OF COPE DRILLING TO ENSURE LOCATION DOES NOT COMPROMISE STRUCTURE OR REINFORCEMENT. OF STRUCTURAL ELEMENTS. COPYRIGHT ;c' 2016 CALLISONRTKL C CD CD 0 I 0 to J J J Q. <. 2 2 2 Et NCeW Z < W Z W=< U f— O� O N 0 0 PROJECT #010-160071 ISSUED / REVISED DATE PERMIT SET 08/11/16 RECEIVED TY OF TUKVIILis AUG 1-2-2x16 P ERMVIIT CENTER ENLARGED SCOPE PLANS - ALT A111.2 ROOF TOP 71'- 4" AFF •PENTHOUSE 53'-9" AFF SECOND FLOOR 36'-2" AFF FIRST FLOOR. 17'-7" AFF ik BASEMENT O'-0 AFF GC TO VERIFY REMOVAL OF CONCRETE PADS WITH JCPENNEY CPM. IF PADS ARE TO • REMAIN, VERIFY CONNECTIONS TO EXISTING SLAB ARE SUFFICIENT WITH STRUCTURAL ENGINEER. ADDITIONAL DETAILS MAY BE NECESSARY AND MAY BE ADDRESSED IN A DEFERRED SUBMITTAL. I. EXISTING BEAM EXISTING IPARAPET AI (55) T. EXISTING TRANSFORMER AND FEEEDER TO BE REMOVED BY PSE. ITT EXIST. T;ANSFOKIE EXISTING BUS DUCT TO REMAIN. NEW FEEDER TO TIE INTO BUS DUCT PER ELECTRICAL DWGS THIS SIDE OF WALL. I.. EXISTING BEAM HAIN 'LOWER DIST RIBI„InoN ELM ONG S EC=110N EXISTING BEAM EXISTING 9 1/2" SLAB SCALE: 1/8" = 1'-O" (60) z- EXISTING PENTHOUSE ROOF (61) PENTHOUSE (62) SALES AREA LOADING AREA FREIGHT EL' ATOR \ /// ‘OR FREIGHT EL 5 A3y 2.: 1 SALES AREA F LINGERIE F.R. TRUCK RAMP / 3 � k300 EXISTING GRADE - '- BEAM NEW SWITCHBOARD. FINAL LOCATION TO BE DETERMINED. COORDINATE WITH JCPENNEY CPM PRIOR TO INSTALLATION. • NEW TRANSFORMER. REFER TO CIVIL PLAN FOR LOCATION. NEW FEEDER T J 3 4 INFILL WITH FIRE STOP COMPOUND NON -SHRINKING EPDXY GROUT EXISTING CONCRETE SLAB 4" CONDUIT GALVANIZED STEEL PIPE, INSIDE DIAMETER 1" LARGER THAN CONDUIT OUTSIDE DIAMETER comur SCALE: 1 1/2" _. 1 -0" HRU EMS SEALANT DNO SLA 1/4" PL COLLAR WELDED TO SLEEVE. SET IN MASTIC EXPANSION BOLT TO WALL CENTER CONDUIT IN SLEEVE STANDARD WEIGHT STEEL PIPE CONDUr SEAL SLEEVE WITH SILICONE BASED SEALANT EXISTING WATERPROOFING RU PROVIDE WATER TIGHT SEAL AND WATERPROOFING; ENSURE WATERPROOF. SYSTEM IS COMPATIBLE WITH EXISTING EXDS1NG IEX T °DOR WA SCALE: 1 1/2" = 1 -0" TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU WALL IN A SMOKE TIGHT MANNER CONDUIT TO BE CENTERED IN SLEEVE, DO NOT SUPPORT CONDUIT FROM SLEEVE FINISHED WALL SURFACE CONCEALED CONDUIT PRE -FABRICATED STANDARD WEIGHT STEEL PIPE FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND SIZED TO COMPLETELY COVER OPENING CONDUIT EXPOSED TO VIEW DW RO0R WA SCALE: 1 1 /2" = 1 -0" 5/8" UNC SS BUTTON HEAD BOLT 5/8" SS WASHER y4k • Nr- • N) c • C0 Detail A DRILL THRU CONCRETE FOR 5/8" UNC BOLTS la In 4 BOLT HOLES 5/8" 0 EACH SURFACE MGM SCALE: 1" = 1'-0" 5/8" SS HEX NUT 30 REVIEWED FOR CQDAE p ROVED NCE AUG 262016 City of Tukwila BUILDING DIVISIO =ARO 11E'All b1V0 0232 08/11/16 CO rn co co N O ti CALLISON, LLC. E O 0 O N E O U a) a) a —!I J J < < 2 co W W Z W W = J U D I- d - E-- O d- u) 0 0 0 0 0 0 0 I - w O a SSUED / REVISED DATE PERMIT SET 08/11/16 ' E FIVE i; Ct Y OF 'T'UKW AUG --1 2 2016--- PERMIT-CENTER COPYRIGHT ic) 2016 CALLISONRTKL BUILDING SECTION & DETAILS A300 ROOF TOP 71'-4" AFF PENTHOUSE 53'-9" AFF SECOND FLOOR 36'-2" AFF MALL LEVEL 17'-7" AFF GC TO VERIFY REMOVAL OF CONCRETE PADS WITH JCPENNEY CPM. IF PADS ARE TO REMAIN, VERIFY CONNECTIONS TO EXISTING SLAB ARE SUFFICIENT WITH STRUCTURAL ENGINEER. ADDITIONAL DETAILS MAY BE NECESSARY AND MAY BE ADDRESSED IN A DEFERRED SUBMITTAL. EXISTING BEAM EXISTING A/ PARAPET x,55; EXISTING BUS DUCT TO REMAIN. NEW FEEDER TO TIE INTO BUS DUCT PER ELECTRICAL DWGS THIS SIDE OF WALL. :1 r EXIST. TRANSFOMFR EXISTING TRANSFORMER AND CONDUIT TO BE REMOVED BY PSE. 2 BASEMENT O' -O" AFF PA U� DING SEC1ON A300 EXISTING BEAM EXISTING BEAM EXISTING 9 1/2" SLAB SCALE: 1/8' = •MAIN. POWER DISTRIBUTION %601 • i EXISTING PENTHOUSE ROOF Ii_• PENTHOUSE (61) • SALES AREA SALES AREA LOADING AREA FREIGHT ATOR FREIGHT EL'E ATOR TRUCK RAMP LINGERIE F.R. 3 A300 NEW SWITCHBOARD. FINAL LOCATION TO BE DETERMINED. COORDINATE WITH JCPENNEY CPM PRIOR TO INSTALLATION. NEW TRANSFORMER. REFER TO CIVIL PLAN FOR LOCATION. EXISTING GRADE L_J BEAM NEW FEEDER INFILL WITH FIRE STOP COMPOUND NON -SHRINKING EPDXY GROUT 4" CONDUIT GALVANIZED STEEL PIPE, INSIDE DIAMETER 1" LARGER THAN CONDUIT OUTSIDE DIAMETER EXISTING CONCRETE SLAB SEALANT CONDUr SCALE: 1 1/2" = 1 -0" HEM EATING 1/4" PL COLLAR WELDED TO SLEEVE. SET IN MASTIC EXPANSION BOLT TO WALL CENTER CONDUIT IN SLEEVE STANDARD WEIGHT STEEL PIPE SEAL SLEEVE WITH SILICONE BASED SEALANT EXISTING WATERPROOFING comur 3 SCALE: 1 1/2" = 1 -0" T PROVIDE WATER TIGHT SEAL AND WATERPROOFING; ENSURE WATERPROOF SYSTEM IS COMPATIBLE WITH EXISTING RU EX081NO rEtAi0ON) WAL TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU WALL IN A SMOKE TIGHT MANNER CONDUIT TO BE CENTERED IN SLEEVE, DO NOT SUPPORT CONDUIT FROM SLEEVE FINISHED WALL SURFACE CONCEALED CONDUIT CONDUIT 11 ---{RU SCALE: 1 1/2". = 1 -0" 5/8" UNC SS BUTTON HEAD BOLT 5/8" SS WASHER PRE -FABRICATED STANDARD WEIGHT STEEL PIPE FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND SIZED TO COMPLETELY COVER OPENING CONDUIT EXPOSED TO VIEW ENIOR WQ 4 /. CO DRILL THRU CONCRETE FOR 5/8” UNC BOLTS 4 BOLT HOLES 5/8" 0 EACH SURFACE M0UN'ED SCALE: 1" = 1'-0" bt� 5/8" SS HEX NUT [30 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 26 2016 city o ukwila BUILDING DIVISION » AD 02.32 co rn co N M i • > d' Ci N C p o ah w U N C a� X fl N F- a. J 0 Eo c O ,n co V cL 08/11/16 zz J z0. w0 X 0 Q E O o N U o co >, 0 co N c a) a IIS. M N ti rn -J J J < < 2 co Et 1— W Z LIU w=Q V J D 0� O d- u) 0 ti 0 0 m. 0 0 I- U W a ISSUED / REVISED DATE PERMIT SET 08/11/16 RECEIVED AUG --2-2016 PERMIT CENTER COPYRIGHT . c; 2016 CALLISONRTKL. BUILDING SECTION & DETAILS - ALT A300.2 co C) co isitN M .,� N C p o A cp. C m. al CD I- A. J E O C' O o E)cotLI-u. 3 O N o co O M M cr) d' d' N N N. ti C) 0) E 0 U N N • U r C p O LO IQ 4.6 mum" oo L = CA o0 e O Q 4 i 2 0 C (!) O C C __ 4- LLI a) ca N Q co {9 CD -0 CO i FE .0,_ x 4J z O O c-) N CALLISONRTKL UIC. www.callisonrtki.com J J J < tt 4t w Z VMI 0 d- u) r 0 0 0 0 co 0 0 0 F- W a. ISSUED / REVISED DATE. PERMIT SET 08/11/16 II s v o- 1 U r\�`J 0 1 2 2C i PERMIT CENTER COPYRIGHT 02016 CALLISON ELECTRICAL LEGEND AND NOTES E001 ABBREVIATIONS 1 ELECTRICAL GENERAL NOTES 2 SYMBOL LEGEND 3 AABOVFMSHNGRHJ EAVIv JURISDICTION EIC/ AWG AMERICAN WIRE GAUGE BKBD BACKBOARD BLDG BUILDING CCONDUIT CB CIRCUIT BREAKER CCIRCUIT CLG CEILINGG CO CONDUIT ONLY CONTR CONTRACTOR CT CURRENT CU COPPER DIST DISTRIBUTION DS DISCONNECT SWITCH (E) DENOTES EXISTING DEVICE/EQUIPMENT TO REMAIN EC ELECTRICAL SUB -CONTRACTOR EF EXHAUST FAN EL EMERGENCY LIGHT ELEC ELECTRICAL EM EMERGENCY EQUIP EQUIPMENT ETR EXISTING TO REMAIN EUH ELECTRIC UNIT HEATER EWC ELECTRIC WATER COOLER EXIST EXISTING FACP FIRE ALARM CONTROL PANEL GND GROUND GFI GROUND FAULT CIRCUIT INTERRUPTER . HOA HAND/OFF/AUTOMATIC HP HORSEPOWER HTR HEATER J BOX JUNCTION BOX LTG LIGHTING LTS LIGHTS LV LOW VOLTAGE MCB MAIN CIRCUIT BREAKER MLO MAIN LUGS ONLY MT EMPTY CONDUIT WITH PULLSTRING MTD MOUNTED MTG HGT MOUNTING HEIGHT N NORMAL (N) DENOTES NEW EQUIPMENT/DEVICE NLNIGHT LIGHT NON-FUSED NIC NOT IN CONTRACT PFB PROVIDE FOR FUTURE BREAKER PB PULLBOX PNL PANEL PWR POWER (R) DENOTES DEVICE/ EQUIPMENT TO BE RELOCATED REG RECEPTACLE S OR SW SWITCH SIG SIGNAL SMR SURFACE METAL RACEWAY SPKR SPEAKER SS SAFETY SWITCH STA STATION TEL TELEPHONE TRANS TRANSFORMER TTB TELEPHONE TERMINAL BACKBOARD TYP UG UNDERGROUND UH UNIT HEATER UON UNLESS OTHERWISE NOTED V VOLTAGE VP VA POR PROOF W WATT OR WIRE W/ WITH WP WEATHERPROOF WT WATERTIGHT XFMR TRANSFORMER DEMOLITION NOTES GENERAL ELECTRICAL SPECIFICATIONS GENERAL (TO BE USED IN CONJUCTION WITH THE JCP MASTER CONTRACT SPECIFICATIONS) STRIGHT 1. RACEWAY INSTALLATION: CONCEAL RACEWAY IN FINISHED SPACES, INSTALL CONDUITA AT RIGHT ANGLES AND PARALLEL WITH BUILDING LINES AND PROPERLY SUPPORT. DO NOT ATTACH TO OR PENETRATE HVAC DUCTS. MAINTAIN HEADROOM AND EQUIPMENT AND FLUE CLEARANCE. FIRE/SMOKE - SEAL PENETRATIONS OF RATED CONSTRUCTION. 2. WIRE: NOT LESS THAN 98 PERCENT CONDUCTIVITY COPPER, TYPE THHN/THWN, OR XHHW INSULATION WITH 600 VOLT INSULATION. MINIMUM SIZE FOR BRANCH CIRCUITS SHALL BE #12 AWG. MINIMUM SIZE FOR CONTROL WIRING SHALL BE #14 AWG. 3. COLOR CODE ENTIRE WIRING SYSTEM FROM SERVICE DISCONNECT OR TRANSFORMER THROUGHOUT" ALL BRANCH CIRCUITS AS FOLLOWS (UNLESS REQUIRED OTHERWISE BY LOCAL CODE AUTHORITIES USE THE FOLLOWING COLOR CODING SCHEME): FOR 120/208 VOLT SYSTEM, PHASE A - BLACK, PHASE B - RED, PHASE C - BLUE, NEUTRAL - WHITE; GROUNDING CONDUCTOR - GREEN; ISOLATED GROUNDING CONDUCTOR (IG) - GREEN WITH YELLOW STRIPE. FOR 277/480 VOLT SYSTEM, PHASE A - BROWN, PHASE B - ORANGE, PHASE C - YELLOW, NEUTRAL - GREY 4. SPLICES: SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES, USING "WIRENUT" CONNECTORS FOR BAWL AND SMALLER, OR MECHANICAL COMPRESSION CONNECTOR WITH INSULATION KIT FOR 6AWG AND LARGER. 8. BOXES: NEMA 1 IN INTERIOR DRY LOCATIONS CAST WEATHERPROOF TYPE IN WET LOCATIONS. 9, GROUNDING:PROVIDE CONTINUOUS, PERMANENT, AND EFFECTIVE GROUNDING SYSTEM. GROUND SEPARATELY DERIVED SYSTEMS TO NEAREST EFFECTIVELY GROUNDED BUILDING STRUCTURAL STEEL. GENERAL NOTES. 1. THE ENTIRE SCOPE OF THE DEMOLITION WORK MAY NOT BE SHOWN ON THE ELECTRICAL PLANS. PRIOR TO BID, THE ELECTRICAL SUB -CONTRACTOR SHALL: a. REVIEW THE ENTIRE SET OF TENANT IMPROVEMENT PLANS, INCLUDING THE ARCHITECTURAL AND MECHANICAL TO FULLY UNDERSTAND THE SCOPE OF WORK. REPORT BACK TO THE GENERAL CONTRACTOR WITH ANY DISCREPANCIES THAT MAY EXIST. b. VISIT THE SITE AND REVIEW THE TENANT PREMISES WITH THE GENERAL CONTRACTOR AND LANDLORD TO FULLY UNDERSTAND THE. SCOPE OF WORK AND EXISTING CONDITIONS. REPORT BACK TO THE GENERAL CONTRACTOR WITH ANY DISCREPANCIES THAT MAY EXIST. c. REVIEW THE SCOPE OF WORK OF ALL OTHER DISCIPLINES AND TRADES TO FULLY UNDERSTAND THEIR SCOPE AND THE IMPACT ON THE ELECTRICAL SYSTEMS. 2. THE ELECTRICAL SUB -CONTRACTOR SHALL INCLUDE IN THE BID PROPOSAL THE COST FOR ALL WORK REQUIRED TO ACCOMMODATE THE DEMOLITION SCOPE OF WORK, INCLUDING THE INFORMATION SHOWN ON THE TI PLANS, INFORMATION DISCOVERED DURING THE SITE REVIEW, AND AS REQUIRED TO ACCOMMODATE THE TENANT IMPROVEMENT AND TO COMPLY WITH THE CODES/AHJ REQUIREMENTS. 3. MAINTAIN SERVICE TO ALL EXISTING SYSTEMS AND EQUIPMENT/DEVICES THAT ARE NOT SCHEDULED TO BE DEMOLISHED, THAT ARE NECESSARY FOR NORMAL OPERATIONS, THAT DO NOT CONFLICT WITH THE NEW CONSTRUCTION OR THE INTENDED USE OF THE SPACE, AND THAT ARE REQUIRED BY THE LANDLORD OR OTHER TENANTS TO REMAIN IN PLACE. RELOCATE EQUIPMENT TO MAINTAIN SERVICES IF NECESSARY TO ACCOMMODATE RENOVATION. 4. UNLESS NOTED OR DIRECTED OTHERWISE, THE ELECTRICAL SUB -CONTRACTOR SHALL PROVIDE THE DEMOLITION FOR ALL EXISTING ELECTRICAL DEVICES/ EQUIPMENT, BRANCH CIRCUITING, LOW VOLTAGE CABLING, UNUSED CONDUIT, ETC., FROM WITHIN THE TENANT PREMISES. PRIOR TO DEMOLITION, COORDINATE WITH THE GENERAL CONTRACTOR AND ARCHITECTURAL TO FULLY UNDERSTAND THE SCOPE AND SEQUENCE OF THE DEMOLITION. ADJUST DEMOLITION WORK TO ACCOMMODATE THE SEQUENCE DICTATED BY THE GENERAL CONTRACTOR AND ARCHITECTURAL. 5. PRIOR TO DEMOLITION, COORDINATE WITH THE GENERAL CONTRACTOR AND LANDLORD TO DETERMINE IF ANY DEMOLISHED MATERIALS (SUCH AS LIGHT FIXTURES) ARE REQUIRED TO BE TURNED -OVER TO THE LANDLORD. IF SO, TURN -OVER SUCH MATERIALS AS REQUESTED. OTHERWISE PROVIDE THE PROPER DISPOSAL OF ALL DEMOLISHED MATERIALS. 6. IN THE EVENT ELECTRICAL SYSTEMS ARE WRONGLY DEMOLISHED OR BROKEN DUE TO THE DEMOLITION WORK, ELECTRICAL SUB -CONTRACTOR SHALL REPAIR SUCH SYSTEMS AS REQUIRED TO RETURN SYSTEM TO PROPER OPERATIONAL STATE. 7. IN THE EVENT OF DEMOLISHING ENTIRE AREA CEILING GRID AND/OR LIGHT FIXTURES, ALL LIGHTING SHALL BE TEMPORARY SUSPENDED UNLESS PERMITTED BY LANDLORD. 8. COORDINATE DEMOLITION WORK WITH GENERAL CONTRACTOR. 9. THROUGHOUT CONSTRUCTION, MAINTAIN CONTINUITY OF ALL ELECTRICAL AND LOW VOLTAGE WIRING AND SERVICES TO ALL ITEMS WHICH ARE REQUIRED FOR CONSTRUCTION OR FOR THE OPERATION OF LIFE SAFETY,. OTHER ACTIVE TENANT, OR FOR BUILDING OPERATIONS. ANY REQUIRED INTERRUPTION OF THESE SERVICES SHALL BE FULLY COORDINATED WITH THE GENERAL CONTRACTOR. 10. ALL EXISTING ELECTRICAL EQUIPMENT INDICATED TO BE REMOVED SHALL HAVE ALL SERVING BRANCH CIRCUIT WIRING AND LOW VOLTAGE CABLING FULLY REMOVED BACK TO POINT OF SERVICE WHICH REMAINS. EXISTING CONDUIT SHALL BE FULLY REMOVED BACK TO POINT WHERE CONFLICT WITH NEW CONSTRUCTION IS FULLY ELIMINATED. 11. ALL EXISTING PANEL -BOARDS WHICH ARE AFFECTED BY THIS PROJECT SHALL BE THOROUGHLY CLEANED. PROVIDE NEW TYPED PANEL DIRECTIONS ACCURATELY INDICATING ITEMS SERVED BY EACH CIRCUIT. 12. ALL EXISTING LOW VOLTAGE CABLING NOT REQUIRED TO REMAIN FOR OPERATION OF LIFE SAFETY, OTHER ACTIVE TENANTS OR FOR BUILDING OPERATIONS. CABLES SHALL BE REMOVED IN ACCORDANCE WITH THE N.E.C.; CABLES SHALL NOT BE LEFT ABANDONED. 13. THE E.C. SHALL REMOVE EXISTING LIGHTING CONTROLS FOR THIS SPACE AND REPLACE WITH NEW SYSTEM AS SPECIFIED. E.C. SHALL PROVIDE ALL MODIFICATIONS TO EQUIPMENT, FEEDERS, AND BRANCH CIRCUITING TO ACCOMMODATE THE NEW WORK AND INSTALLATION OF NEW EQUIPMENT AND LIGHTING CONTROLS. E.C. SHALL PROVIDE ALL LIGHTING CONTROLS REQUIRED TO COMPLY WITH CODE. 14. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR EXTERIOR DEMOLITION SCOPE. 15. ALL CORE -DRILLING SHALL BE COORDINATED WITH THE LANDLORD AND SHALL BE PERMITTED AT THE TIME OF DAY ALLOWED BY THE LANDLORD AND G.C., IN ADDITION, FLOOR X-RAY OR ULTRASOUND REQUIRED. ELECTRICAL PRE-BID SITE REVIEW. EXISTING ELECTRICAL TO BE REMOVED / EXISTING ELECTRICAL TO REMAIN NEW ELECTRICAL WORK MATCHLINE OR PROPERTY LINE ® ® ENLARGED PLAN BOUNDARY & rw A REVISION DEFINITION AREA, AREA ENCIRCLED CONTAINS CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE REVISION CALLOUT ELEVATION IDENTIFIER AM SECTION DESIGNATION: TOP LETTER INDICATES SECTION, 1. ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. ALL POWER WIRE ON THE PREMISE SHALL BE INSTALLED IN CONDUIT. CONDUCTOR INSULATION SHALL BE THW, THHN' OR THWN. NO ROMEX CABLES ARE ALLOWED. 2. ALL ELECTRICAL MATERIALS SHALL BE NEW AND UNUSED AND SHALL INCLUDE ALL OPTIONAL ITEMS REQUIRED FOR A COMPLETE INSTALLATION. ALL EQUIPMENT SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL. 3. WHEN SPACE ABOVE CEILING IS A RETURN AIR PLENUM, PLENUM NONCOMBUSTIBLE CONSTRUCTION MATERIALS SHALL BE USED ABOVE CEILING, INCLUDING EXISTING AND NEW WIRING EXCEPT INSULATION OF 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. LOW VOLTAGE OR LIMITED POWER WIRING MAY BE LABELED PLENUM RATED TYPE. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL STRING IN ALL CONDUITS. 5. ELECTRICAL BOXES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN THE INTEGRITY OF THE RATED! WALL. 6. E.C. SHALL PROVIDE ALL SUPPORTS, CLIPS, POWER CONNECTIONS, TRIMS, SEISMIC BRACING AND ETC., AS REQUIRED TO COMPLETE A LIGHTING SYSTEM. 7. PROVIDE DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT. NO SHARING OF NEUTRAL ALLOWED. THIS SHALL APPLY FOR ALL NEW CIRCUITS AND EXISTING CIRCUITED AS REQUIRED BY CODE AND AHJ. 8. E.C. SHALL EVALUATE AND VERIFY EXISTING CONDITIONS WITH DEMOLITION AND NEW WORK PLANS PRIOR TO STARTING ANY SCOPE, AND REPORT BACK TO G.C. IF DISCREPANCIES ARE ACKNOWLEDGED AND VERIFY ACCEPTABLE SOLUTION PRIOR TO DEMOLISH, ROUGH -IN, INSTALLATION AND ETC. 9. E.C. IS RESPONSIBLE TO VERIFY VOLTAGES PRIOR TO ROUGH -IN. 10. FIRE SEAL ALL FIRE WALL PENETRATIONS FOR CONDUITS WITH AN APPROVED FIRE SEALANT AFTER CONDUIT INSTALLATION. FIRE SEAL SHALL PROVIDE EQUAL FIRE RATING AS WALL. 11. CONTRACTOR SHALL PROVIDE AND INSTALL ALL JUNCTION AND PULL BOXES REQUIRED FOR THE INSTALLATION OF ELECTRICAL DEVICES AND EQUIPMENT WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. SIZING OF THE BOXES SHALL BE PER NEC. 12. CONTRACTOR SHALL CONSULT AND ADAPT BUILDING STANDARD DOCUMENTS/RULES AND PROVIDE IN ACCORDANCE WITH N.E.C. AND A.H.J. 13. REFER TO CONTRACTOR RULES AND REGULATIONS FOR BUILDING SPECIFIC ELECTRICAL REQUIREMENTS. CONTRACTOR SHALL ACCOMMODATE ALL BUILDING RULES AND DESIGN CRITERIA STANDARDS. 14. ALL CONDUIT ROUTING PATHS SHOWN ARE SYMBOLIC. ACTUAL PATH MAY DIFFER. PRIOR TO ROUGH -IN, COORDINATE AND VERIFY CONDUIT ROUTING PATH WITH ARCHITECT AND BUILDING OPERATION MANAGER. 15. REFER TO CONTRACTOR RULES AND REGULATIONS FOR BUILDING SPECIFIC ELECTRICAL REQUIREMENTS. bib, 02,1,32 ® BOTTOM LETTER/NUMBER INDICATES SHEET DETAIL DESIGNATION: TOP NUMBER INDICATES DETAIL, RACEWAYS BOTTOM LETTER/NUMBER INDICATES SHEET SHEET NOTE REFERENCE AND BOXES 0 JUNCTION BOX PB PULL BOX XX (WHERE INDICATED, SUBCRIPT INDICATES PULL BOX NUMBER) 0 MANHOLE XX (WHERE INDICATED, SUBCRIPT INDICATES MANHOLE NUMBER) HH HANDHOLE SURFACE METAL RACEWAY RACEWAY CONCEALED IN WALL OR IN CEILING (EXPOSED IN UNFINISHED AREAS) e RACEWAY RUN BELOW FLOOR OR BELOW GRADE -UG- UNDERGROUND DIRECT BURIED CONDUIT/RACEWAY AND/OR CIRCUITING -DB- UNDERGROUND CONCRETE ENCASED DUCTBANK CONDUIT/RACEWAY AND/OR CIRCUITING '"'""r" FLEXIBLE RACEWAY -0 RACEWAY INSTALLED VERTICALLY OR TURNING UP , RACEWAY TURNING DOWN --i RACEWAY CONTINUATION 3 RACEWAY STUB WITH BUSHING [-3 RACEWAY SLEEVE WITH BUSHINGS 0 pV E LINE ®IACp(fit 1M 1. PRIOR TO CONSTRUCTION, VISIT PROJECT SITE AND REVIEW ALL AREAS OF THE TENANT SPACE, INCLUDING BUT NOT LIMITED TO, BACKROOMS, UNOCCUPIED SPACES AND ABOVE CEILING AREAS TO IDENTIFY THE FOLLOWING ITEMS WHICH MAY NOT TO SHOWN ON THE PLANS: 1.1.. EXISTING ELECTRICAL EQUIPMENT THAT MUST BE REMOVED AND/OR RELOCATED TO ACCOMMODATE THE NEW WORK. 1.2. EXISTING BRANCH CIRCUITS, ELECTRICAL FEEDERS, AND ASSOCIATED RACEWAY WHICH ARE NOT SCHEDULED FOR REMOVAL, BUT WILL REQUIRE MODIFICATION TO ACCOMMODATE THE NEW WORK. 1.3. EXISTING CABLING AND RACEWAYS FOR LOW VOLTAGE SYSTEMS WHICH ARE NOT SCHEDULED FOR REMOVAL, BUT WILL REQUIRE MODIFICATION TO ACCOMMODATE THE NEW WORK. 2. INCLUDE THE COSTS ASSOCIATED WITH: 2.1. REMOVING AND/OR RELOCATING EXISTING ELECTRICAL EQUIPMENT TO ACCOMMODATE NEW WORK. INCLUDE COST ASSOCIATED WITH EXTENDING ASSOCIATED CONDUCTORS, CABLING AND RACEWAY TO MAINTAIN EQUIPMENT FULLY OPERATIONAL. 2.2. MODIFYING AND REPLACEMENT (WITH NEW AS REQUIRED) OF EXISTING BRANCH CIRCUITS AND ELECTRICAL FEEDERS TO MAINTAIN CONTINUITY OF CIRCUITS/COSTS ASSOCIATED WITH RE -SUPPORTING AND REPLACEMENT (WITH NEW AS REQUIRED) OF ASSOCIATED RACEWAY. 2.3. MODIFYING AND/OR REPLACEMENT (WITH NEW) OF EXISTING LOW VOLTAGE SYSTEM SYSTEM CABLING TO MAINTAIN CONTINUITY OF CABLING TO EQUIPMENT NOT SCHEDULED FOR REMOVAL. THIS SHALL INCLUDE RE -SUPPORTING AND REPLACEMENT (WITH NEW AS REQUIRED) OF CABLE AND ASSOCIATED RACEWAY. SPLICING OF LOW VOLTAGE SYSTEM CABLE IS NOT ACCEPTABLE. 3. NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY ADDITIONAL COSTS ASSOCIATED WITH EXTRA WORK AS A RESULT OF THE ELECTRICAL PRE-BID SITE REVIEW. MAIN SERVICE GROUND FAULT PROTECTION E CURRENT TRANSFORMER 1-1 CIRCUIT BREAKER, FIXED -%‘'`.- DISCONNECT SWITCH -**%,..-{ED- FUSED SWITCH E FUSE O METER. O AMMETER O VOLTMETER ST SHUNT TRIP GF GROUND FAULT PROTECTION EPM ELECTRONIC POWER METERD FOR MAIN SERVICE GROUND FAULT PROTECTION DEVICE: A.CONTRACTOR SHALL PAY COST FOR QUALIFIED INDEPENDENT ELECTRICAL TESTING AGENCY TO COMPLETE ENGINEERING CALCULATION THAT DETERMINES PICK-UP SETTING AND TIME DELAY SETTING FOR THE MAIN SERVICE GFP DEVICE AT THE SERVICE DISCONNECT. THIS REQUIREMENT SHALL APPLY TO THE SERVICE DISCONNECT/GFP (PROVIDED BY LANDLORD OR TENANT CONTRACTOR) RATED GREATER THAN 800 AMPS AS INDICATED ON THE PLANS. COPY OF CALCULATION INDICATING SETTINGS SHALL BE SUBMITTED TO THE ARCHITECT. B. CONTRACTOR SHALL PAY COST FOR SAME ELECTRICAL TESTING AGENCY TO TEST THE OPERATION OF THE MAIN SERVICE GFP DEVICE IN ACCORDANCE WITH THE NEC. TEST SHALL ADHERE TO NETA ATS -1995 7.14 PROCEDURES. COPY OF COMPLETE TEST PROCEDURE AND RESULTS SHALL BE SUBMITTED TO THE ARCHITECT. C.FOR THE COMPLETE DURATION OF CONSTRUCTION THE MAIN SERVICE GFP DEVICE SHALL BE SET AT THE MINIMUM DEVICE SETTINGS; PICK-UP OF 200 AMPS, AND TIMEDELAY OF .10 SECONDS. CONTCTOR TO NOTIFY OWNER IMMEDIATELY IF NUISANCE TRIPPING OF GFP DEVICE CREATES ANY JOB DELAYS AND REVIEW A REVISED SETTING FOR APPROVAL BY THE. OWNER. D.AT STORE SUBSTANTIAL COMPLETION CONTRACTOR SHALL RESET THE MAIN SERVICE GFP DEVICE TO SETTINGS CALCULATED BY THE ELECTRICAL TESTING AGENCY. SETTINGS AND DATE SHALL BE ENGRAVED ON A PERMANENT LAMACOID NAMEPLATE AND ATTACHED TO THE GFP DEVICE. REV1EW� Lli ► OS COMA' TVSS CODE TRANSIENT VOLTAGE SURGE SUPPRESSION EPORWE® -L. GROUND2 6 2116 = AUG 12,241 AVAILABLE FAULT CURRENT (SYMMETRICAL) TAG City of1.1i1(W11a BUILD** ------- TRANSFORMER y EXIST. / DEMO. / NEW CONSTRUCTION ABBREVIATIONS (E) DENOTES EXISTING EQUIPMENT/DEVICE, SCHEDULED TO REMAIN (N) DENOTES ELECTRICAL CONTRACTOR PROVIDE NEW (R) DENOTES RELOCATED EXISTING EQUIPMENT/DEVICE (ER) DENOTES EXISTING EQUIPMENT/DEVICE TO BE RELOCATED NOTE: SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEAR AS PART OF THESE DRAWINGS IF NOT REQUIRED. co C) co isitN M .,� N C p o A cp. C m. al CD I- A. J E O C' O o E)cotLI-u. 3 O N o co O M M cr) d' d' N N N. ti C) 0) E 0 U N N • U r C p O LO IQ 4.6 mum" oo L = CA o0 e O Q 4 i 2 0 C (!) O C C __ 4- LLI a) ca N Q co {9 CD -0 CO i FE .0,_ x 4J z O O c-) N CALLISONRTKL UIC. www.callisonrtki.com J J J < tt 4t w Z VMI 0 d- u) r 0 0 0 0 co 0 0 0 F- W a. ISSUED / REVISED DATE. PERMIT SET 08/11/16 II s v o- 1 U r\�`J 0 1 2 2C i PERMIT CENTER COPYRIGHT 02016 CALLISON ELECTRICAL LEGEND AND NOTES E001 GENERAL SHEET NOTES: 1. COORDINATE EXACT LOCATION OF ALL UNDERGROUND ELECTRICAL WORK WITH CIVIL ENGINEERING DRAWINGS/DOCUMENTS, ALL OTHER SITE UTILITIES, AND SITE CONTRACTOR(S). 2. ROCK AND/OR ADVERSE SOIL CONDITIONS MAY BE PRESENT ON SITE. THE ELECTRICAL CONTRACTOR IS TO COORDINATE INSTALLATION REQUIREMENTS FOR ALL BELOW GRADE WORK WITH ANY AVAILABLE GEOTECHNICAL REPORT, AND IS TO INCLUDE IN THE BID ANY WORK RELATED TO GEOTECHNICAL CONSIDERATIONS AS IT MAY PERTAIN TO THE INSTALLATION OF ALL SITE ELECTRICAL WORK INCLUDING, BUT NOT LIMITED TO: DUCTBANKS, FOUNDATIONS/FOOTERS, CONCRETE SLABS/PADS, VAULTS, DIRECT BURIED CABLES OR CONDUITS, ETC. 3. ELECTRICAL CONTRACTOR IS TO BE RESPONSIBLE FOR ALL. SURFACE RESTORATION PER THE REQUIREMENTS OF THE PROPERTY OWNER FOR ALL SURFACES AFFECTED BY THIS WORK, AND IS TO INCLUDE IN THE BID ANY WORK RELATED TO THE SAME. ALL REPLACED/REPAIRED SURFACES SHALL MATCH THAT WHICH WAS REMOVED. 4. ELECTRICAL CONTRACTOR IS TO PROVIDE NEW UTILITY TRANSFORMER PAD AND ALL ASSOCIATED TRENCHING, GROUNDING, AND BACKFILL ASSOCIATED WITH SAID PAD PER ELECTRIC UTILITY REQUIREMENTS. REFER TO DETAILS, AND ANY ADDITIONAL UTILITY REQUIREMENT INFORMATION, FOR ADDITIONAL. INFORMATION AND REQUIREMENTS. 5. ELECTRICAL CONTRACTOR IS TO PROVIDE TRENCHING AND BACKFILL FOR NEW VAULT, JUNCTION BOXES, AND DUCTBANKS (PER UTILITY REQUIREMENTS ) FOR NEW UTILITY TRANSFORMER PRIMARY FEED. UTILITY SHALL PROVIDE VAULT, JUNCTION BOXES, CONDUITS AND CONDUCTORS FOR PRIMARY FEED. 6. ELECTRICAL CONTRACTOR IS TO PROVIDE TRENCHING AND BACKFILL FOR NEW DUCTBANK (PER UTILITY REQUIREMENTS) FOR NEW UTILITY TRANSFORMER SECONDARY FEED. ELECTRICAL CONTRACTOR IS TO PROVIDE ALL CONDUITS AND CONDUCTORS FOR SECONDARY FEED. GENERAL ELECTRIC UTILITY NOTES: 1. AIR QUALITY MONITORS AND VENTILATION IS TO BE USED DURING ALL TIMES WHEN WORK IS COMPLETED INSIDE OF VAULT. 2. ELECTRICAL CONTRACTOR. SHALL NOT ENTER VAULT WHILE IT IS ENERGIZED. 3. LOCAL ELECTRIC UTILITY PERSONNEL SHALL BE PRESENT WHEN WORK IS COMPLETED INSIDE OF VAULT, IF ANY LOCAL ELECTRIC UTILITY EQUIPMENT STILL EXISTS IN VAULT. 4. ELECTRICAL CONTRACTOR SHALL SCHEDULE AN ON SITE PRE -CONSTRUCTION MEETING TO DISCUSS COORDINATION AND SCHEDULE. 5. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SECONDARY CONDUIT AND CONDUCTORS FROM ELECTRIC UTILITY TRANSFORMER. 6. LOCAL ELECTRIC UTILITY WILL PROVIDE THE PRIMARY CONDUIT, PRIMARY CONDUCTORS, JUNCTION BOXES, VAULT, AND TRANSFORMER. 7. ELECTRICAL CONTRACTOR TO PROVIDE TRANSFORMER PAD, SECONDARY CONDUIT, CONDUCTORS, TRENCH, BACKFILL. GRADE INFORMATION, AND SURFACE RESTORATION. 8. CONTRACTOR TO SURVEY THE FACILITIES ONCE THEY ARE. INSTALLED AND PROVIDE LOCAL ELECTRIC UTILITY THE LEGAL DESCRIPTION. LOCAL ELECTRIC UTILITY WILL THEN PLACE IT IN THEIR FORM AND SEND TO JCPENNY FOR SIGNATURE. SHEET FLAG NOTES: • 0132. APPROXIMATE ROUTING OF (N) UNDERGROUND TENANT ELECTRICAL SERVICE LATERAL FEEDER FROM UTILITY TRANSFORMER SECONDARY TO TENANT ELECTRICAL SERVICE ENTRANCE EQUIPMENT IS TO BE COORDINATED WITH UTILITY COMPANY AND LANDLORD (MALL) PRIOR TO INSTALLATION. ENSURE ROUTING IS SUCH THAT ALL CONFLICTS WITH EXISTING FOREIGN UNDERGROUND SYSTEMS ARE ELIMINATED. THIS IS TO INCLUDE COORDINATING THE LATERAL DEPTH AND ENCASEMENT REQUIREMENTS WITH THE UTILITY COMPANY. REVIEW SITE CONDITIONS TO DETERMINE THE ROUTING OF LATERAL TO AVOID CONFLICTS WITH BUILDING STRUCTURAL FOUNDATIONS AND FOOTINGS. REFER TO ELECTRICAL ONE -LINE DIAGRAMS ON SHEET E201 AND ARCHITECTURAL SECTIONS ON SHEET A300 FOR ADDITIONAL INFORMATION. APPROXIMATE LOCATION OF (N) TENANT ELECTRICAL SERVICE ENTRANCE EQUIPMENT LOCATED WITHIN LOADING DOCK AREA. EXACT LOCATION IS TO BE COORDINATED WITH JCPENNY. EQUIPMENT MANUFACTURER IS TO BE SQUARE -D (CONTACT: DON.FOSTER@US.SCHNEIDER-ELECTRIC.COM). REFER TO ELECTRICAL ONE -LINE DIAGRAMS ON SHEET E201 AND ARCHITECTURAL SECTIONS ON SHEET A300 FOR ADDITIONAL INFORMATION. APPROXIMATE LOCATION OF (N) UTILITY COMPANY FURNISHED AND INSTALLED UTILITY TRANSFORMER AND TRANSFORMER VAULT. REFER TO ELECTRICAL ONE -LINE DIAGRAMS ON SHEET E201 AND ARCHITECTURAL SECTIONS ON SHEET A300 FOR ADDITIONAL INFORMATION. ELECTRICAL CONTRACTOR IS TO COORDINATE WITH THE UTILITY COMPANY (PSE) AND PROVIDE ALL PHYSICAL PROTECTION VIA GUARD POSTS (BOLLARDS) AT TRANSFORMER PER UTILITY COMPANY AND AHJ REQUIREMENTS. 0) co co i L; .: N > d. C p o > N .. C) C;X rn di N I— ca.J - c E O O 0 - Is sm) CU co a MEE c� -Or' C O 00 vis 92 O) 0 Q co - C NQU1 C g � 0 N 0 0 0 M N N- rn N CO M Cr) N N. rn L O N. 9-- M CO O E 0 U 9+ a) a) a C.) ism 0 U A DESIGN CONSULTANCY OF ARCADIS to 0 0 0 ti 0 Co0 0 0 I— W 0 ce d ISSUED / REVISED DATE PERMIT SET 08/11/16 Po EG =.IVEL) Cary OF TUK rVIL AUf 1 2 2W COPYRIGHT 02016 CALLISON SITE PLAN - ELECTRICAL E100 POLE BASE IS TO HAVE A SQUARE TOP FLUSH WITH ADJACENT FINISHED GRADE 8 aY • tt N� at a*t 1 at at 03 d 0 2 -w X (N) SPLICE BOX 4 PENTHOUSE FLOOR PLAN — ELECTRICAL 1/16- = 1. -0 - PLAN VIEW SCALE: NTS /"1 3'-0" \//\/\/\ r • '\\\�. /\\/\\/\/\\fes\ /<' 3" MIN /-12 CONCRETE BASE TYPICAL. BOLLARD INSTALLATION SCALE: NTS 1/4" TOOLED EDGE TYPICAL. FINISHED GRADE ANCHOR BOLTS. CONFIRM QUANTITY/SIZE AND ARRANGEMENT BASED ON MANUFACTURER'S INSTALLATION DRAWINGS (4)#8 VERTICAL REINFORCEMENT BARS WITH #3 HORIZONTAL REINFORCING TIES 6" ON CENTER CONCRETE REINFORCING p► T` TI t r, ,t ' L V-9 518" HOR 3 SECOND FLOOR PLAN — ELECTRICAL 1/16" = 1'-0" 53 (EJ TRANSFORMER VAULT ROOM FLAG NOTES: ELECTRICAL CONTRACTOR TO OPEN ROOF HATCHES, TYPICAL OF (3), TO ALLOW REMOVAL OF (2) (E) UTILITY TRANSFORMERS AND (3) (E) UTILITY TRANSFORMER PADS. REPAIR ROOF HATCHES AS NECESSARY TO MAKE ALL OPERABLE AND SECURE ALL HATCHES AT COMPLETION OF PROJECT. ELECTRICAL CONTRACTOR TO PROVIDE SEPARATE PRICING BREAKOUT FOR THIS SCOPE. ELECTRICAL CONTRACTOR TO REMOVE AND DISPOSE OF (E) UTILITY TRANSFORMER PADS, TYPICAL OF (3). REMOVE ALL ASSOCIATED VIBRATION ISOLATION HARDWARE, CUT OFF AND GRIND DOWN ANY REMAINING TRIP HAZARDS.. ELECTRICAL CONTRACTOR TO PROVIDE SEPARATE PRICING BREAKOUT FOR THIS SCOPE. -Fr-A L 2 FIRST FLOOR PLAN — ELECTRICAL 1/16" = 1'-0" SHEET FLAG NOTES: (N) UNDERGROUND TENANT ELECTRICAL SERVICE LATERAL FEEDER FROM (N) UTILITY TRANSFORMER SECONDARY TO (N) TENANT ELECTRICAL SERVICE ENTRANCE EQUIPMENT. REFER TO ELECTRICAL ONE -LINE DIAGRAMS ON SHEET E201 AND ARCHITECTURAL SECTIONS ON SHEET A300 FOR ADDITIONAL INFORMATION. (N) TENANT ELECTRICAL SERVICE ENTRANCE EQUIPMENT LOCATED WITHIN LOADING DOCK AREA. REFER TO ELECTRICAL ONE -LINE DIAGRAMS ON SHEET E201 AND ARCHITECTURAL SECTIONS ON SHEET A300 FOR ADDITIONAL INFORMATION. [GENERAL FEEDER ROUTING SCOPE] (N) ELECTRICAL CONTRACTOR PROVIDED TENANT ELECTRICAL SERVICE FEEDER ROUTED FROM (N) TENANT SERVICE ENTRANCE EQUIPMENT TO (E) TENANT DISTRIBUTION EQUIPMENT (MDP -A) LOCATED WITHIN THE UPPER LEVEL PENTHOUSE. COORDINATE EXACT ROUTING OF FEEDER WITH JCPENNY REPRESENTATIVE AND ARCHITECTURAL. REFER TO ELECTRICAL ONE -LINE DIAGRAMS ON SHEET E201 AND ARCHITECTURAL SECTIONS ON SHEET A300 FOR ADDITIONAL INFORMATION. [BASE BID PENTHOUSE FEEDER ROUTING SCOPE] ELECTRICAL CONTRACTOR BASE BID IS TO INCLUDE: ROUTING OF FEEDER, FROM LOADING DOCK AREA TO UNDERSIDE OF SECOND FLOOR. CEILING AREA, TIGHT TO BUILDING EXTERIOR WALL. ROUTE FEEDER TIGHT TO UNDERSIDE OF SECOND FLOOR CEILING TO BENEATH PENTHOUSE AND THEN UIQ INTO PENTHOUSE TO WITHIN PENTHOUSE CEILING AREA. EXTEND FEEDER THROUGH PENTHOUSE CEILING AREA TO (E) TRANSFORMER VAULT ROOM. REFER TO ELECTRICAL ONE -LINE DIAGRAMS ON SHEET E201 AND ARCHITECTURAL SECTIONS ON SHEET A300 FOR ADDITIONAL INFORMATION. g. CD> u co -10 CD 0 Co C. C1) CD LO :Et ca 1=lia 41.4 ro,e,o o>. o ;5. tin --in z eft a; 4 CODE COMPLIAN APPROVED AUG 2 6 2016 Citysgukwila BASEMENT FLOOR PLAN — ELECTRICAL [ALTERNATE BID PLENUM FEEDER ROUTING SCOPE] ELECTRICAL CONTRACTOR ALTERNATE BID #1 IS TO INCLUDE: ROUTING OF FEEDER, FROM LOADING DOCK AREA TO UNDERSIDE OF SECOND FLOOR CEILING AREA, TIGHT TO BUILDING EXTERIOR WALL. ROUTE FEEDER TIGHT TO UNDERSIDE OF SECOND FLOOR CEILING AND EXTEND FEEDER TO BENEATH (E) TRANSFORMER VAULT ROOM AND THEN UP INTO (E) TRANSFORMER VAULT ROOM. REFER TO ELECTRICAL ONE -LINE DIAGRAMS ON SHEET E201 AND ARCHITECTURAL SECTIONS ON SHEET A300 FOR ADDITIONAL INFORMATION. ELECTRICAL CONTRACTOR IS TO REMOVE (E) UTILITY TRANSFORMERS, TYPICAL OF (2), WHICH ARE LOCATED WITHIN THE (E) TRANSFORMER VAULT ROOM. (E) TRANSFORMER REMOVAL WILL OCCUR VIA THE (E) ROOF HATCHES LOCATED AT THE (E) TRANSFORMER VAULT ROOM ROOF. PLACE (E) TRANSFORMERS ON THE GROUND AT A LOCATION COORDINATED WITH, AND DESIGNATED BY, THE UTILITY COMPANY. UTILITY COMPANY IS RESPONSIBLE FOR (E) TRANSFORMER REMOVAL. ELECTRICAL CONTRACTOR IS TO PROVIDE AND INSTALL (2) BOLLARDS FOR PHYSICAL PROTECTION OF (N) TENANT ELECTRICAL SERVICE ENTRANCE EQUIPMENT. PROVIDE WORKING CLEARANCE AREA LINES ON THE FLOOR WITH SAFETY YELLOW PAINT. REFER TO DETAIL #5 THIS SHEET FOR STANDARD BOLLARD INSTALLATION REQUIREMENTS. EXACT BOLLARD INSTALLATION IS TO COMPLY WITH ALL BOLLARD MANUFACTURER AND LOCAL JURISDICTIONAL REQUIREMENTS. 2 3 z ISSUED / REVISED DATE CD 0 PROJECT #010-160071 PERMIT SET 08/11/16 AUG 1 2 2016 COPYRIGHT 02016 CALLISON FLOOR PLANS - ELECTRICAL ONE -LINE DIAGRAM GENERAL NOTES: 1. ELECTRICAL CONTRACTOR IS TO PROVIDE A COMPLETE AND CODE COMPLIANT GROUNDING SYSTEM. 2. ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. 3. ALL ELECTRICAL MATERIALS ARE TO BE NEW AND ARE TO BE OF THE NATIONAL ELECTRICAL CODE STANDARD UNLESS BETTER GRADE. IS REQUIRED BY LOCAL CODE, AND IS TO BEAR THE UNDERWRITERS' LABORATORIES LABEL. 4. THE (N) TENANT ELECTRICAL SERVICE SCOPE SHOWN ON. THE. ONE -LINE DIAGRAM IS THE TENANT'S ELECTRICAL CONTRACTOR'S RESPONSIBILITY. RESPONSIBILITY INCLUDES COORDINATION WITH THE LOCAL UTILITY CO. AND THE OWNER. 5. ELECTRICAL CONTRACTOR IS TO PROVIDE EQUIPMENT RATED FOR THE AVAILABLE FAULT CURRENT. 6. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ALL (E) AND (N) ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE FOR ANY (N) ELECTRICAL EQUIPMENT PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 7. ELECTRICAL CONTRACTOR IS TO MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. 8. INFORMATION OUTLINED ON ONE -LINE DIAGRAM IS BASED ON RECORD DRAWINGS. PRIOR TO BID ELECTRICAL CONTRACTOR IS TO VISIT THE SITE TO VERIFY EXACT EXISTING CONDITIONS, (N) FEEDER LENGTHS, AND (N) FEEDER ROUTING. BID IS TO INCLUDE ALL COSTS REQUIRED TO MODIFY THE EXISTING SYSTEM AS REQUIRED TO ACCOMMODATE THE (N) TENANT ELECTRICAL SERVICE, SERVICE LATERAL, AND SERVICE FEEDER. 9. ALL EQUIPMENT IS TO BE LISTED FOR USE IN THIS JURISDICTION.. E.C. FURNISHED EQUIPMENT GENERAL NOTES:. 1. PRIOR TO INSTALLATION,THE ELECTRICAL CONTRACTOR IS TO CONFIRM WITH THE LOCAL INSPECTOR THAT THE ARRANGEMENT OF ANY (N) TENANT EQUIPMENT IS IN ACCORDANCE WITH LOCAL CODES AND MEETS THE REQUIREMENTS OF THE INSPECTOR. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INSTALL THIS EQUIPMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL JURISDICTION. 2. PRIOR TO INSTALLATION OF ANY (N) EQUIPMENT, ELECTRICAL SUB -CONTRACTOR IS TO SUBMIT A SHOP DRAWING OF THE EQUIPMENT LAYOUT FOR REVIEW AND APPROVAL BY THE DESIGN TEAM.. 3. AT A MINIMUM„ THIS SHOP DRAWINGS IS TO SHOW A FLOOR PLAN THAT ACCURATELY SHOWS THE PROPOSED LOCATIONS OF THE (N) EQUIPMENT. 4. SHOP DRAWING IS TO BE DIMENSIONED AND SCALED. ALL EQUIPMENT DIMENSIONS/SIZES ARE TO BE BASED ON APPROVED SUBMITTAL INFORMATION, INCLUDING ALL EQUIPMENT THAT IS SUPPLIED BY OTHERS. 5. THE LAYOUTS IS TO DEPICT A CODE COMPLIANT INSTALLATION THAT FITS THE AVAILABLE. SPACE AS COORDINATED AND INDICATED ON THE PLANS. IN THE EVENT THERE ARE CONFLICTS WHICH PROHIBIT THE EQUIPMENT FITTING WITHIN THE SPACE INDICATED ON THE PLANS, THE SUBMITTED LAYOUT IS TO CLEARLY SHOW ADJUSTMENTS THAT ARE NEEDED. IF INSTALLATION WORK OCCURS WITHOUT APPROVED SHOP DRAWINGS, THE ELECTRICAL SUB -CONTRACTOR WILL BE FULLY RESPONSIBLE FOR CORRECTIVE ACTION AND ALL COSTS NECESSARY FOR A COMPLETE AND COORDINATED INSTALLATION, FREE OF CONFLICTS WITH ANY (E) SYSTEMS. CONNECTION TO METAL WATER SERVICE. SEE L #2 COPPER NOTE #4 MAIN SERVICE EQUIPMENT EQUIPMENT GROUND BUS NEUTRAL BUS L_ CONNECTION TO STRUCTURAL STEEL OF BUILDING. SEE NOTE #3 EXOTHERMIC WELD (TYPICAL OF 3) 1/#2 COPPER BONDING JUMPER #2 COPPER #2 COPPER (E) 2000A BUS WITH. HALF NEUTRAL TO ADJACENT "MDP -B" 5 (E) MAIN DISTRIBUTION PANEL "MDP -A". 480/277 VAC (E) 4000A BUS WITH HALF NEUTRAL (E) (E) (E) MAIN SWITCH (E) INCOMING SECTION SERVICE SECTION LU ZD �-- z O LU= X ~F- z ww (E) 6000A BUS WITH HALF NEUTRAL (E) UTILITY CT'S AND METERS. METERS TO BE w REMOVED 2 O O LL w X (E) 2000A BUS WITH HALF NEUTRAL TO. ADJACENT "MDP -B" 5 NOW -(E) UTILITY TRANSFORMERS TO BE REMOVED BY UTILITY CO. ELECTRICAL ONE -LINE DIAGRAM - EXISTING AND DEMOLITION NTS (E) MAIN DISTRIBUTION PANEL "MDP -A". 480/277 VAC (E) 4000A BUS WITH HALF NEUTRAL (E) (E) M 0 LI - 0 To O (E) MAIN SWITCH (E) INCOMING SERVICE SECTION SECTION w LU Q zO LU= Z Ill a (N) SPLICE BOX TENANT ELECTRICAL CONTRACTOR IS TO PROVIDE THE TENANT ELECTRICAL SERVICE SECONDARY FEEDERS FROM TENANT ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO THE (E) TENANT INTERIOR ELECTRICAL GEAR (MDP -A). (4) 4" CONDUITS WITH 4#600 MCM CU, 1#4/0 GND CU IN EACH CONDUIT. REFER TO PLANS FOR PROPOSED ROUTING. APPROXIMATE DISTANCE IS 235'. (E) 6000A BUS WITH HALF NEUTRAL (E) UTILITY CT'S cc w 2 00. J w L11 O 00 ec w] O EE z U O O zo ac0 z m 0 UJ -(N) TENANT ELECTRICAL CONTRACTOR PROVIDED AND INSTALLED NEMA 1 TENANT ELECTRICAL SERVICE ENTRANCE EQUIPMENT. 1600A, 480/277 VAC. 35k A.I.C. EQUIPMENT MANUFACTURER TO BE SQUARE -D a- M 0 0 IL m o CD Z CO MAIN SWITCH SECTION INCOMING SERVICE AND METER SECTION. 15 0 [--- z U 00 zO O �z m0 w -J BUILDING EXTERIOR (E) 1500kVA UTILITY TRANSFORMER A..F.0 VALUE: 34k ��- #3/0 COPPER O O ® O • . ® • MGB LOCATED NEXT TO MAIN SERVICE EQUIPMENT. 0. 1.1-10'MIN. (3) 3/4" COPPER -CLAD 10' SEE NOTE #1 LONG GROUND RODS DETAIL NOTES: 1. MGB (MAIN GROUND BAR) SHALL BE ERICO #EGBA.14412NN (INCLUDES MOUNTING BRACKET AND INSULATORS) OR EQUAL BY PANDUIT. US PRESSURE CONNECTORS (LISTED FOR GROUNDING) TO CONNECT COPPER WIRE TO MGB. 2. THE REBAR MUST NOT BE LESS THAN 20 FEET IN LENGTH AND 1/2" IN DIAMETER OR 20 FEET OR MORE OF BARE COPPER CONDUCTOR NOT SMALLER THAN NO 4 IN THE BOTTOM OF THE FOOTER PER NEC SECTION 250.52. PROVIDED UNDER SHELL CONTRACT. 3. STRUCTURAL STEEL MUST BE USED AS A GROUNDING ELECTRODE WHERE IT IS EFFECTIVELY GROUNDED PER NEC SECTION 250.52. PROVIDED UNDER SHELL CONTRACT. 4. WHERE A WATER METER OR FILTERING EQUIPMENT IS IN THIS METAL WATER PIPING SYSTEM, IT MUST BE BONDED AROUND TO MAINTAIN CONTINUITY EVEN IF THE WATER METER OR FILTER IS. REMOVED PER NEC SECTION 250.52. PROVIDED UNDER SHELL CONTRACT. GENERAL NOTES: 1. IF THE GROUNDING SYSTEM OUTLINED ABOVE DOES NOT MEET ALL REQUIREMENTS TO COMPLY WITH THE ADOPTED JURISDICTIONAL CODES AND ORDINANCES, E.C. SHALL PROVIDE ALL ADDITIONAL EQUIPMENT, WORK, DEVICES, MODIFICATIONS, CONDUIT AND WIRING, COORDINATION, ETC. TO ACHIEVE COMPLIANCE. 3 ELECTRICAL SERVICE - * UNDING AIL NTS EsLECTRICAL ONE -LINE DIA` M NT (N) 1#3/0 CU GROUNDING ELECTRODE 00101014111 TENANT ELECTRICAL CONTRACTOR IS TO PROVIDE THE (N) UNDERGROUND TENANT ELECTRICAL SERVICE LATERAL FEEDER FROM THE (E) UTILITY TRANSFORMER SECONDARY TO THE (N) TENANT SERVICE ENTRANCE EQUIPMENT NEW CONSTRUCTION ELECTRICAL SERVICE LOAD SUMMARY HIGH kW DEMAND LOAD PER PSE METER NUMBER 2003556786 = 817.6 kW EXISTING DEMAND LOAD PER NEC 220.87 (x1.25) 1231 AMPS AVAILABLE RMS. DUTIES (A) 3 PHASE _'___._.___ ___ EXISTING UTILITY TRANSFORMER SCONDARY 480 LOAD SUMMARY STATEMENT: 1.. THE PROJECT SCOPE INCLUDES THE REMOVAL, AND REPLACEMENT WITH NEW, OF THE EXISTING UTILITY TRANSFORMERS (PSE). 2. THERE ARE NO NEW LOADS BEING ADDED UNDER THE SCOPE OF THIS PROJECT. 3. BASED ON THE UTILITY COMPANY'S 12 MONTH DEMAND HISTORY, THE ACTUAL TENANT PEAK DEMAND LOAD IS 817.6 kW. 4. PER NEC 220.87, 125% HAS BEEN ADDED TO THE PEAK DEMAND LOAD SUMMARY ABOVE. 5. THE EXISTING TENANT DISTRIBUTION EQUIPMENT, WHICH IS SCHEDULED TO REMAIN, IS RATED FOR A HIGHER DESIGN DEMAND LOAD THAN THAT WHICH IS ACTUALLY USED. 6. UNDER THE SCOPE OF THIS PROJECT, THE NEW TENANT SERVICE ENTRANCE EQUIPMENT RATING AND ASSOCIATED NEW TENANT SERVICE LATERAL RATING AND DOWNSTREAM SERVICE FEEDER RATING HAVE BEEN SIZED TO ACCOMMODATE THE ACTUAL TENANT DEMAND LOAD USE BASED ON THE 12 MONTH DEMAND HISTORY. (E) UTILITY TRANSFORMER VAULT BY UTILITY CO. (E) UTILITY TRANSFORMER PRIMARY BY UTILITY CO. GENERAL PROJECT SCOPE NOTES: 1. PROJECT SCOPE INCLUDES: REPLACING THE EXISTING UTILITY TRANSFORMERS WITH NEW.. THIS WILL BE ACCOMPLISHED BY INSTALLING A COMPLETE NEW TENANT SERVICE FROM THE NEW TRANSFORMER LOCATION (BUILDING EXTERIOR AT GRADE) TO THE EXISTING TENANT DISTRIBUTION EQUIPMENT LOCATION (UPPER LEVEL PENTHOUSE). AT A TIME AS COORDINATED WITH JCPENNY, THE EXISTING SERVICE WILL BE DISCONNECTED AND THE NEW SERVICE WILL BE CONNECTED TO THE EXISTING TENANT DISTRIBUTION EQUIPMENT. TENANT ELECTRICAL CONTRACTOR IS TO COORDINATE THE TIMING OF THIS SERVICE. "SWITCHOVER" WITH THE DESIGN TEAM AND JCPENNY REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK. 2. EXISTING UTILITY TRANSFORMERS LOCATED WITHIN THE EXISTING TRANSFORMER VAULT ROOM (UPPER LEVEL ADJACENT TO THE PENTHOUSE) WILL REMAIN. ENERGIZED UNTIL SUCH TIME THAT THE SERVICE "SWITCHOVER" TAKES PLACE. ALL TENANT ELECTRICAL CONTRACTOR WORK WHICH TAKES PLACE WITHIN THIS ROOM IS TO BE COORDINATED WITH THE UTILITY COMPANY (PSE) AND MAY INCLUDE THE REQUIREMENT FOR UTILITY PERSONNEL TO BE PRESENT DURING ANY WORK WITHIN THIS ROOM. SHEET FLAG NOTES: FAULT CURRENT STUDY ALL EQUIPMENT TO BE FULLY RATED NAME. VOLTAGE L -L DISTANCE GAUGE # OF SETS AVAILABLE RMS. DUTIES (A) 3 PHASE _'___._.___ ___ EXISTING UTILITY TRANSFORMER SCONDARY 480 - - - 34,000 NEW UTILITY TRANSFORMER SECONDARY 480 _.. - _... ..w _.. _-_'...__._._.._ __..._. - _..__.-.__.._..._.. _34,000.....M_.._ .w_.....w NEW SERVICE ENTRANCE EQUIPMENT 480 90' 600 MCM CU 4 30 100 EXISTING DISTRIBUTION EQUIPMENT "MDP -A" 480 235' 600 MCM CU 4 23 162 NOTES: 1. NEW EQUIPMENT IS TO HAVE MINIMUM BRACING AND INTERUPT RATINGS GREATER THAN THE AVAILABLE THREE-PHASE FAULT CURRENT INDICATED ABOVE. 2. ALL DISCONNECTS/BREAKERS ARE TO BE FULLY RATED FOR THE AVAILABLE FAULT CURRENT: SUBMIT DOCUMENTATION INDICATING THE RATING OF DEVICES. (E) 4000A LOAD -BREAK SWITCH. 480V/277V, 3PH., WITH 4000A FUSES WITH SHUNT TRIPPING DEVICE. (E) SERVICE BUS DUCTS - (2) 3000A, 3PH., HALF NEUTRAL, 480V/277V PROJECTING TWO FEET INTO (E) TRANSFORMER VAULT ROOM. UTILITY COMPANY TO DISCONNECT AND REMOVE EXISTING PRIMARY UTILITY FEEDER CONDUCTORS WITHIN TRANSFORMER VAULT ROOM. THIS SCOPE TO BE PERFORMED BY UTILITY COMPANY AND IS SHOWN FOR REFERENCE ONLY. CLEAN ,INSPECT, AND TORQUE CONNECTIONS OF EXISTING BUS DUCT. (E) UTILITY TRANSFORMERS TO BE DISCONNECTED BY UTILITY COMPANY AND REMOVED BY ELECTRICAL CONTRACTOR. REFER TO FLAG NOTE #6, SHEET E101 FOR ADDITIONAL INFORMATION. ELECTRICAL CONTRACTOR IS TO DISCONNECT AND REMOVE EXISTING SECONDARY UTILITY FEEDER CONDUCTORS BETWEEN THE (E) BUS DUCT AND (E) UTILITY TRANSFORMERS WITHIN TRANSFORMER VAULT ROOM. ELECTRICAL CONTRACTOR TO PROVIDE SEPARATE PRICING BREAKOUT FOR THIS SCOPE. PROVIDE GROUNDING ELECTRODE SYSTEM. SEE DETAIL #3 THIS SHEET. NEW 1500kVA UTILITY TRANSFORMER TO BE PROVIDED BY THE UTILITY COMPANY. ELECTRICAL CONTRACTOR TO PROVIDE NEW UTILITY TRANSFORMER PAD IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. COORDINATE WITH UTILITY COMPANY (PSE). PER NEC, MAXIMUM UNPROTECTED (NON-ENCASED) SERVICE LATERAL LENGTH, UPSTREAM FROM THE SERVICE ENTRANCE EQUIPMENT, IS TO BE NO GREATER THAN 15'. TENANT ELECTRICAL CONTRACTOR IS TO COORDINATE WITH THE UTILITY COMPANY AND PROVIDE THE UNDERGROUND TENANT ELECTRICAL SERVICE LATERAL FEEDER, ENCASED IN CONCRETE, FROM THE UTILITY TRANSFORMER TO THE TENANT ELECTRICAL SERVICE ENTRANCE EQUIPMENT. LATERAL CONSISTS OF (4) 4" CONDUITS WITH 4#600 MCM CU, 1#4/0 GND CU IN EACH CONDUIT. PROVIDE WITH (4) 4" CONDUIT(S) AS SPARE. SPARE CONDUIT(S) ARE TO BE STUBBED UP AND CUT FLUSH --REVIEWED FOR WITH FLOOR. APPROXIMATE LATERAL DISTANCE IS 90'. D MI°)LIAWCE COORDINATE ALL LATERAL AND ENCASEMENT REQUIREMEN APPROVED J WITH UTILITY COMPANY. RICAL v: 0 � C co =cuQ co Q vcs N otin TENANT ELECTRICAL CONTRACTOR. IS TO COORDINATE WIT THE UTILITY COMPANY AND PROVIDE A (N) TENANT UTILITY METER.. -I AUG 262016 City of Tukwila BUILDING DIVISION CONDUIT INSTALLED BY THE TENANT ELECTRICAL CONTRAC:ttt----' IS TO BE FURNISHED WITH ALL NEC CODE COMPLIANT BEND RADIUSES.. ELECTRICAL CONTRACTOR IS ALSO TO PROVIDE ALL PULL BOXES AND RACEWAYS AS REQUIRED TO ACCOMMODATE. THE ROUTING OF THE (N) TENANT SERVICE AS INDICATED WITHIN THESE CONSTRUCTION DOCUMENTS OR AS REQUIRED. TENANT ELECTRICAL CONTRACTOR IS TO REMOVE EXISTING SERVICE GROUNDING SYSTEM. ELECTRICAL CONTRACTOR IS TO PROVIDE NEW MAIN SERVICE GROUND FAULT PROTECTION DEVICE (GFI) AT SERVICE. PROVIDE GFI ADJUSTMENT SETTINGS PER "MAIN SERVICE. GROUND FAULT PROTECTION" NOTES ON SHEET E001 FOR REQUIREMENTS AND ADDITIONAL INFORMATION. PROVIDE ARC FLASH STUDY AND LABEL EQUIPMENT PER CODE. COORDINATE WITH BUS DUCT MANUFACTURER AND PROVIDE SPLICE BOX, OR OTHER MEANS FOR CONTAINING CONDUCTORS, AND PROPERLY TERMINATING TO BUS DUCT IN ACCORDANCE WITH BUS DUCT MANUFACTURER REQUIREMENTS. MODIFY OR REPLACE. BUS DUCT WITH NEW IF NECESSARY. ELECTRICAL CONTRACTOR IS TO SCHEDULE WORK, AS COORDINATED WITH JCPENNY REPRESENTATIVE AND UTILITY COMPANY, SO AS TO MINIMIZE DOWNTIME TO ELECTRICAL SYSTEM DURING TENANT SERVICE "SWITCHOVER".. "SWITCHOVER IS TO OCCUR DURING STORE OFF HOURS (SUNDAY NIGHT). 0232 .I Q Q2 o 0) Z Q w 0 0 ti 0 0 co PROJECT #010- ISSUED / REVISED DATE PERMIT SET 08/11/16 RECEIVED CITY OF TUKWILA 2 2016 I'EHMU-I' GEN COPYRIGHT (D2016 CALLISON ELECTRICAL ONE -LINE DIAGRAMS E201 ELECTRICAL SPECIFICATIONS SECTION 26050: GENERAL ELECTRICAL. The Drawings, General Conditions, Supplementary Conditions, and Division 1 apply to work under this Section. PART 1 GENERAL: 1.01 DESCRIPTION A. General: Furnish all labor, materials, apparatus, tools, equipment, transportation, temporary construction and special or occasional services as required to make a complete working electrical installation, as shown on the drawings or described in. these specifications. B. Work included: 1. N/A 2. Grounding. 3. N/A 4. Provide panelboards and overcurrent devices. 5. N/A 6. N/A 7. N/A 8. N/A 9. N/A 10. N/A 11. Demolition and removals. 12. N/A 13. N/A 14. N/A 15. Demolition 16. Provide all work and modifications to comply with code and the requirements of the authority having jurisdiction. 1.02 CODES AND STANDARDS: A. Specific 1. Comply with all applicable codes and Jurisdictional/Landlord requirements. 2. Equipment and materials specified under this division shall conform to the following standards where applicable. a. UL Underwriters' Laboratories. b. ASTM American Society for Testing Materials. c. CBM Certified Ballast Manufacturers. d. ANSI American National Standards. Institute. e. NEMA National Electrical Manufacturers Association 1.03 DRAWINGS: A. Layout: General layout shown on the drawings is diagrammatic. Coordinate with Architectural and other Trades/Owner Vendors for exact location of devices/equipment. B. Accuracy: 1 Drawings for the work under this Section are diagrammatic and complete details of the building which affect the electrical installation are not shown. Coordinate with drawings of all other trades. 2. Contractor shall verify lines, levels and dimensions shown on the Drawings and shall be responsible for the accuracy of the setting out of work and for its strict conformance with existing conditions at the site. 1.04 SUBSTITUTIONS: Substitutions of specified devices and equipment shall not be allowed. 1.05 SUBMITTALS: A. General: Refer to the General Conditions, Supplementary General Conditions and Division 1 for requirements. B. Format: Furnish submittal data in PDF format with a table of contents listing in order of specification section and paragraph number. C. Submittals shall consist of detailed shop drawings, specifications, catalog "cuts" and data sheets containing physical and dimensioned information, performance data, electrical characteristics, materials used in fabrication, material finish and those optional accessories which are included and those which are excluded. D. Each submittal shall be thoroughly reviewed by the Contractor. The cover letter accompanying submittal letter shall list in full the items and data submitted and shall contain a statement acknowledging that the Contractor has performed a detailed review of the submittal documents prior to submission. Failure to comply with this requirement shall constitute grounds for return of data for resubmission without review. E. Contractor agrees that Shop Drawing submittals processed by the engineer are not change orders, that the purpose of Shop Drawing submittals by the Contractor is to demonstrate to the engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install and by detailing the fabrication and installation methods he intends to use. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING: Equipment and materials shall be properly stored and adequately protected and carefully handled to prevent damage before and during installation. Equipment and materials shall be handled, stored, and protected in accordance with the manufacturers's recommendations and as approved by the Owner's Representative. Electrical conduit shall be stored to provide protection from the weather and accidental damage.. Plastic conduit shall be stored on even supports and in locations not subject to direct sun rays or excessive heat. Cables shall be sealed, stored and handled carefully to avoid damage to the outer covering or insulation and damage from moisture and weather. Damaged or defective items, in the opinion of the Owner's Representative, shall be replaced with new itemsat the expense of the contractor. 1.07 PERMITS AND FEES: Provide, procure and pay for all permits, licenses and fees required to carry on and complete the work. PART 2 PART 3 3.01 PRODUCTS (Not Applicable) EXECUTION: TESTS: A. Tests shall be conducted during the construction period and at completion to determine conformity with applicable Codes and with these Specifications. Tests shall be performed in the presence of the Architect and shall include, but are not limited to, the following: 1. Insulation Resistance: Perform 500 -volt D.C. tests for one minute on all feeder conductors, including the neutral, and make a typed record of all readings to be included in the maintenance instructions. Repair or replace circuits showing less than 40 megohms resistance to ground. Make tests using Biddle Insulation Resistance Megger, or equal. 2. Ground Resistance: Test ground resistance per IEEE Standard No. 81. 3. Circuits Continuity: Test all feeder and branch for continuity. Test all neutrals for improper grounds. 4. N/A 5. N/A 6. Product Failure: Any products which fail during the tests or are ruled unsatisfactory by the Owner's Representative shall be replaced, repaired, or corrected as prescribed by the Owner's Representative at the expense of the Contractor. Tests shall be performed after repairs, replacements or corrections until satisfactory performance is demonstrated. 7. Physical Inspection of Electrical Equipment and Cables: Inspection shall be made of all equipment to insure proper assembly and construction. 3.02 INSTRUCTIONS AND MANUALS A. N/A B. At the time of completion, an adequate period shall be allotted by the contractor for instruction of building operating and maintenance personnel in the use of all systems. All personnel shall be instructed at one time, the Contractor making all necessary arrangementswith manufacturers's representatives. The equipment manufacturer shall provide product literature and application guides for the Users' reference. C. Costs, if any, for the above service shall be paid by the Contractor. 3.03 PROJECT RECORD DOCUMENTS (AS -BUILT) A. Provide Project Record Drawings and Specifications as required by other Sections of Specifications and as required herein. Such drawings shall fully represent installed conditions including actual location of outlets, correct conduit and wire sizing as well as routing, revised fixture scheduling listing the manufacturer and products actually installed. B. All changes to drawings shall be made by qualified draftspersons to match existing line work and lettering as closely as possible. 3.04 WORKMANSHIP A. Preparation, handling and installation shall be in accordance with manufacturer's written instructions and technical data particular to the product specified and/or approved except as otherwise specified. Coordinate work and cooperate with other in furnishing and placing this work. Work to approved shopdrawings for work by others and to field measurements as necessary to properly fit the work. B. Conform to the National Electrical Contractor's Association Standard of Installation for general installation practice. 3.05 SCHEDULE OF WORK: Arrange workto conform to the schedule which has been established for the progress of the work. Advise regarding shipping schedule of major equipment. 3.06 SUPERVISION: Contractor shall personally or through an authorized and competent representative constantly supervise the work from beginning to completion and, within reason, keep the same workmen and foreman on the project throughout the project duration. 3.07 PROTECTION: Keep conduits, junction boxes, outlet boxes, and other openings closed to prevent entry of foreign matter. Cover fixtures, equipment and apparatus and protect against dirt, paint, water, chemical or mechanical damage, before and during construction period. Restore to original condition any fixture, apparatus, or equipment damaged prior to final acceptance. Protect bright finished surfaces and similar items until in service. No rust or damage will be permitted. 3.08 SPECIAL TOOLS:. All special tools for proper operation and maintenance of the equipment provided under this section shall be delivered to the Owner's representative. 3.09 CUTTING AND PATCHING A. Install all required sleeves, forms and insets before walls or partition are built. Cutting and patching of walls, partitions, ceilings and floor necessary for reception of work, caused by failure to provide or properly located sleeves, forms and insets, incorrect location of work or failure to cooperate with other trades, shall be done at expense of trade responsible. B. No cutting of finished or structural work may be done without acceptance. When necessary to have finished material or structural work cut, furnish necessary drawings to trade whose materials are out to be cut. 3.10 CLEARANCES: Provide working clearance in front of, in back of, and to sides for all electrical equipment as required by National Electrical Code Article 110. 3.11 DEMOLITION: Demolition and removal of existing electrical services to the existing tenant space to be by the Contractor. 3.12 ACCESS PANEL A. Elec. contractor shall provide all access panels required for code required access to electrical devices and junction boxes. B. Access panels shall not be allowed in Sales Area ceiling or walls. Devices and equipment that normally would be concealed from view shall be located at normally accessible areas such as above ceiling,. near HVAC diffusers or in back rooms in accessible ceiling areas. 3.13 DEMOLITION AND REMOVAL OF EXISTING SYSTEMS A. No existing electrical system components and raceways that are unusable or non-functioning, or rendered as such due to the project scope of work, shall be abandoned. B. Electrical contractor shall coordinate with the owner and owner's representatives to determine the exact existing electrical system components and raceways demolition and removal scope prior to Bid and commencement of work and include all associated costs within Bid. END OF SECTION SECTION 26100: BASIC MATERIALS AND METHODS The General Conditions, Supplementary Conditions, and Division 1 apply to work under this Section. PART 1 GENERAL 1.01 DESCRIPTION A. Work specified in this section encompasses products, assemblies and basic installation methods required for electrical project systems specified under this Division and includes, but is not limited to: 1. Conduit, raceways, and fittings. 2. Wire and cables. 3. Wire connections and devices. 4. Outlet boxes. 5. Pull and junction boxes. 6. Overcurrent protective devices. 7. Panelboards and associated equipment 1.01 SUBMITTALS A. Submit in conformance with the requirements of Section 16050 the following items: 1. Overcurrent protective devices. 2. Raceways. 3, Panelboards PART2 PRODUCTS 2.01 CONDUIT AND FITTINGS A. Rigid Steel Conduit 1. Conduit, rigid steel: full weight, threaded, hot -dip galvanized, inside enameled, conforming to ANSI C80.1 2. Three-piece couplings: electroplated, cast malleable iron. Efcor 165 series, O.Z./Gedney 4-50 series or equal. 3. Threadless couplings: electroplated, cast malleable iron, with integral conduit stop. Efcor 1760. B. 4. Threadless connectors: electroplated, cast malleable iron, on threaded male hub plastic insulated throat rated 90 degrees C minimum. Efcor 17508 series, O.Z./Gedney 31-050 1T series or equal.. 5. Insulated bushings: threaded polypropylene or thermosetting phenolic rated 150 degrees C minimum. 6. Insulated grounding bushings: threaded cast malleable iron body with insulated throat and steel, "lay -in" ground lug with compression screw. O.Z./Gedney BLG series, Thomas & Betts 3870 series or equal. 7. Insulated metallic bushings: threaded cast malleable iron body with plastic insulated throat rated 105 degrees C. O.Z./Gedney Type B, Thomas & Betts 1222 series or equal. Electrical Metallic Tubing (EMT) 1. Conduit: Shall be formed of cold rolled strip steel, electrical resistance welded continuously along the longitudinal seam and hot -dip galvanized after fabrication. Conduit shall conform to ANSI C80.3 specifications and shall meet U.L. requirements. 2. Couplings: Electroplated, cast malleable iron, gland compression type, U.L. listed rain and concrete tight through 1-1/4 inch trade size, O.Z./Gedney 6050W series, Efcor 760 series or equal. Set screw type couplings may be used in dry locations, O.Z./Gedney 5050 series or equal. 3. Connectors: Gland compression type with cast malleable iron body with male hub and insulated plastic throat 150 degrees C. temperature rated. O.Z./Gedney 4050 series or equal. C. Flexible Metallic Conduit 1. Conduit: Shall be fabricated in continuous lengths from galvanized steel strip, spirally wound and formed to provide an interlocking design. 6' MAX. LENGTH Flexible conduit is not permitted in walls. 2. Fittings: Connectors shall be made of the screw clamp with cast malleable iron bodies and threaded male hubs with insulated throats. 3. Flexible conduit shall only be allowed in the lengths and for applications as allowed by the jurisdiction and Landlord. Contractor shall be responsible for correcting installation that is not in compliance with the jurisdictional and Landlord requirements D. Liquid Tight Flexible Metallic Conduit E. F. 2.02 A. 1. Conduit: Anaconda Type U.A., Coleman Type Uxt1 or equal. 2. Fittings: Connector body and gland nut shall be of cadmium plated cast malleable iron, with insulated throat, MAX. 24", T & B 5331 series, O.Z./Gedney 4Q -38-1T series, or equal. Minimum acceptable conduit size shall be 3/4 inch. N/A WIRE AND CABLE General 1. Acceptable manufacturers: General Electric Co., Rome Cable, Southwire, Triangle, PWC Inc., or equal. 2. Conductor material: All wire and cable shall be insulated copper conductors for all wire sizes. Aluminum wire and cable shall not be used. 3. Insulation: Insulation shall be THWN-THHN for wire sizes through size 1/0 AWG. For larger wire sizes insulation shall be THWN, XHHW, THW or as required to suit application. 4. Fixture wire: Type AF. 5. Minimum conductor size: Power and lighting branch circuits: #12 AWG. Signal and control circuits under 100 volts: #14 AWG. Any 120V/20A circuits over 75 linear feet must be: #10 AWG. 6. Color code. Color code all conductors in accord with NEC as follows: 2.03 N/A 2.04 N/A 2.05 2.06 2.07 2.08 A. B. C. D. Phase A Phase B Phase C Neutral 120/208V Black Red Blue White 277/480V Brown Orange Yellow Gray N/A N/A N/A PANELBOARDS Ratings: See panel schedules. Finish: All painted steel work shall be treated with a primer coat and finish coat of the manufacturer's standard gray color or ANSI 61. Electrical Contractor shall provide all panelboards as indicated on the plans. Panelboards shall be keyed alike, and arrangened to fit in the space indicated on the plans E. Bussing 1. Bussing is to berectangular cross section full length silver-plated copper, rated 1000 Amperes/sq. 2. Each panelboard shall be equipped with a ground bus secured to the interior of the enclosure. The bus shall be equal to the panelboard neutral bus and shall have a separate lug for each ground conductor. Not more than one conductor shall be installed per lug. F. G. 3. Each isolated ground panelboard shall be equipped with a isolated ground bus secured to the interior of panelboard with a separate isolated ground wire (sized per the NEC) run back to the grounding electrode Manufacturer shall be Square D Prior to ordering, the Electrical Contractor shall confirm with the serving Utility and the Landlord, the available fault current level at the tenant disconnect. Tenant panelboards shall be ordered with an AIC rating greater than the available fault current level. If contractor does not confirm fault current level, equipment fully be fully rated at 65k AIC minimum. 2.09 PROTECTIVE. DEVICES A. Circuit Breakers: Molded case, bolt -on, thermal magnetic type, 40 degrees C. ambient temperature compensated, fixed mounting, with quick -make and quick -break switching mechanism mechanically trip -free from the operating handle. B. Ratings: Refer to drawings and panel schedules for trip frame and poles required. Equipment shall be fully rated based on available fault current level. 2.10 ELECTRICAL SUPPORTING DEVICES A. Conduit Straps: Hot -dip galvanized, cast malleable iron, one hole type strap with cast clamp -backs and spacers as required. O.Z./Gedney #14-50G strap and #141G spacer, Refcor #231 strap and #131 spacer, or equal. B. Construction Channel: 1-1/2 inch by 1-1/2 inch 12 gauge galvanized steel channel with 17/32 inch diameter bolt holes, 1-1/2 inches on center, in base of the channel. Kindorf 905 series, Unistrut P -1000 -HS, or equal. C. Fasteners (General): Wood screws for fastening to wood. Machine screws for fastening to steel. Toggle bolts for fastening to hollow concrete block, gypsum board or plaster wall. Expansion anchors for attachments to pre -poured concrete. 2.11 IDENTIFYING DEVICES A. Panelboard Directories: Shall be typewritten, arranged in numerical order and shall show the number of the circuit is indicated. The room numbersused shall be verified with the Owner and shall not necessarily be those used in the drawings. Mount directories in a 6" x 8" metal frame under plexiglass inside each panelboard. B. Wire & Terminal Markers: Self -adhering, pre-printed vinyl with self -laminating wrap ground strip Brady B191 series, Thomas & Betts WSI series, or equal.. 2.12 N/A 2.13 GROUNDING A. Enclosures of equipment, raceways, and fixtures shall be permanently and effectively grounded. Provide code -sized, (unless otherwise indicated) copper, insulated green equipment ground with all branch and feeder circuit runs. Equipment ground shall originate at panelboard ground bus and shalt be bonded to all switch and receptacle boxes and electrical equipment enclosures. B. Building services shall be grounded to building steel and to cold metallic water piping. G. Isolated ground conductors shall terminate on isolated ground bus and receptacle isolated ground lugs only. PART 3 EXECUTION 3.01 CONDUIT AND RACEWAY APPLICATIONS A. Rigid Steel Conduit: For all exposed and U/G conduit exposed to mechanical damage. Minimum size is 3/4". B. Electrical Metallic Tubing (EMT): Interior power and lighting branch circuitswhere run concealed above suspended ceiling, in stud walls, furred spaces, and where not exposed to mechanical damage, or above 6' from floor. 3.02 CONDUIT INSTALLATION A. General 1. Conduit system shall be concealed unless exposed work is clearly called for on drawings. B. 2. Conduits shall be tightly covered and well protected during construction using metallic bushings and bushing "pennies" to seal open ends. 3. In all empty conduits or ducts, install a 200 -pound tensile strength polyethylene pulling rope. 4. Conduit systems shall be electrically continuous throughout. Install code size, insulated, copper, green grounding conductor in all conduit runs pulled with phase and: netural conductors. Layout 1. Locations of conduit runs shall be planned in advance of the installation and coordinated with the ductwork, plumbing, ceiling and wall construction in the same areas and shall not unnecessarily cross other conduits or pipe, nor prevent removal of ceiling or tiles or panels, nor block access to mechanical or electrical equipment. 2. Where practical, install conduits in groups, in parallel, for vertical andhorizontal runs and at elevations that avoid unnecessary offsets. 3. Exposed conduit shall be run parallel or at right angles to the centerlines of columns and beams. 4. Conduits shall not be placed closer than 12 inches from a parallel hot water or steam line or 3 inches from such lines crossing perpendicular to the runs. C. Supports 1. All raceway systems shall be secured to the building structuresusing specified fasteners, clamps and hangers spaced according to code requirements. 2. Support single runs of conduit using one hole pipe straps. Where run horizontally on walls in damp or wet location, install "clamp -backs" to space conduit off the surface. D. 3. Multiple conduit runs shall be supported using "trapeze" hangers fabricated from specified construction channel, mounted to 3/8 inch diameter, threaded steel rods secured to building structures., Fasten conduit to construction channel with standard one hole pipe clamps or the equivalent. Termination and Joints 1. Raceways shall be joined using specified coupling or transition couplings where dissimilar raceway systems are joined. 2. Conduits shall be securely fastened to cabinets, boxes and gutters using two locknuts and an insulating bushing or specified insulated connectors. Install grounding bushings or bonding jumpers on all condu'. terminating at concentric. knockouts. 3. Conduit terminations exposed at weatherproof enclosures and cast outlet boxes shall be made watertight using specified connectors and hubs. 4. Install expansion couplings where any conduit crosses a building separation or expansion joint. E. Penetrations 1. All floor penetrations shalt be sealed water -tight. Maintain fire rating as required. 2. Fire -safe all rated wall penetrations using 3M listed fire-safing sealants and assemblies. 3.03 CABLE AND WIRE INSTALLATION A. B. General 1. Conductors shall not be installed in conduit until all work of any nature that may cause damage is completed. Care shall be taken in pulling conductors that insulation is not damaged. U.L. approved non -petroleum base and insulating type pulling compound shall be used as needed. 2. All cables shall be installed and tested in accordance with manufacturer's requirements and warranty. Splicing and Terminating 1. All aspects of splicing and terminating shall be in accordance with cable manufacturer's published procedures. 2. Make up all splices in outlet boxes with connectors as specified herein with separate tails of correct color to be made up to splice. Provide at least six (6) inches of tails packed in box after splice is made up. 3 All wire and cable in panels, terminal cabinets and equipment enclosures shall be bundled and clamped. END OF SECTION REvl \J\JtD COCK OOM1' APPROVE pub 26 21 D &'O232 City of BUILDING O N O CO 0 M M N N ti ti 3 nalOLel CUrnrn Co cpenney.com tin t� . Co N d=31 co IC •5) N IC C Lu 0 as Q C� _ .0F - r N A DESIGN CONSULTANCY OF ARCADIS 0 16 rla w1S10 J J J < Q2 W W Z H z W U W = 0 I- O O N 0 0 r` Q 0 0 0 0 I- 0 w 0 ISSUED / REVISED DATE PERMIT SET 08/11/16 RFCFIVFD CITY OF TUKW LA Aub 1 '1 Lalb PEN l UNI t ht COPYRIGHT 02016 CALLISON. ELECTRICAL SPECIFICATIONS E301