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Permit D15-0164 - SABEY - DIGITAL FORTRESS
SABEY - DIGITAL FORTRESS 12101 TUKWILA INT'L BLVD D15-0164 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.Rov DEVELOPMENT PERMIT Parcel No: 0923049309 Permit Number: D15-0164 Address: 12101 TUKWILA INTERNATIONAL Issue Date: 8/10/2015 BLVD BLDG C Permit Expires On: 2/6/2016 Project Name: SABEY - DIGITAL FORTRESS Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BL, SEATTLE, WA, 98168 Contact Person: Name: BRENDA ROSS Phone: (206) 547-1940 Address: 10202 FIFTH AVE NE, SUITE 300, SEATTLE, WA, 98125 Contractor: Name: SABEY CONSTRUCTION INC Phone: (206) 281-4200 Address: 12201 TUKWILA INTL BLVD 4 FLR, TUKWILA, WA, 98168-5121 License No: SABEYCIO33KM Expiration Date: Lender: Name: SABEY CORPORATION Address: 4TH FLOOR 12201 TUKWILA INTL BLVD, SEATTLE, WA, 98168 DESCRIPTION OF WORK: INSTALLATION OF A 1UPITER II ANTENNA ON AN EXISTING BUILDING SITE. CIVIL AND ELECTRICAL MODIFICATIONS ASSOCIATED WITH THE INSTALLATION INCLUDING SITE MODIFICATIONS TO ACCOMODATE A NEW RETAINING WALL AND CONCRETE PAD FOR THE ANTENNA. BUILDING PENETRATION TO ACCOMODATE 4" ELECTRICAL CONDUIT. REPLACEMENT OF TWO GLAZING PANELS WITH SPANDREL PANELS TO ACCOMODATE PENETRATION. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, LAND ALTERING AND STORM DRAINAGE. Project Valuation: $2,121,885.00 Fees Collected: $25,835.90 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: U Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 20 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 260 Fill: 120 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: n . �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 tbconditions attached to this permit. Signature: Date: b f Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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. 9: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 10: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: 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. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: 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. 15: 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. 16: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. 17: 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. 18: 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. 19: 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. 20: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 22: Any material spilled onto any street shall be cleaned up immediately. 23: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 24: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 25: The Land Altering Permit Fee is based upon an estimated 260 cubic yards of cut and 120 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 26: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 27: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 5040 LAND ALTERING 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 4037 SI-CAST-IN-PLACE 4000 SI-CONCRETE CONST 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 5090 STORM DRAINAGE CITY OF TUKOA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hLtp://www.TukwilaWA.gov Building Per nit No. r Project No. Date Application Accepted: Date Application Expires: use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.. 09230049309 Site Address: 12101 Tukwila International Blvd Suite Number: Floor: Tenant Name: Digital Fortress New Tenant: ❑ .....Yes ®..No PROPERTY OWNER Name: International Gateway West LLC Address: 12201 Tukwila International Blvd, 4th Flr City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Brenda Ross Address: 10202 5th Ave NE, Suite 300 City: Seattle State: WA Zip: 98125 Phone: (206) 547-1940 Fax: (206) 547-8212 Email: brenda.ross@salasobrien.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila International Blvd City: Seattle State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 281-0920 Contr Reg No.: SABEYC1033KM Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: KDW Salas O'Brien Architect Name: Brenda Ross Address: 10202 5th Ave NE, Suite 300 City: Seattle State: WA Z'p: 98125 Phone: (206) 547-1940 Fax: (206) 547-8212 Email: brenda.ross@salasobrien.com ENGINEER OF RECORD Company Name: Sequoyah Engineer Name: Mahmood Ghassem Address: 15135 NE 92nd Street City: Redmond State: WA Zip: 98052 Phone: (425) 814-6000 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: r Ap Address: ,cnt F R l ZZoj I �kw� � _ w W f- City: State: Zip: 1 $1 69 Hi,Applications'.Forms-Applications On LineC2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMATH ; 206-431-3670 / 1 10 Valuation of Project (contractor's bid price): $ - , ` Describe the scope of work (please provide detailed information): Existing Building Valuation: $ - Installation of a Jupiter 11 antenna on an existing building site. Civil and electrical modifications associated with the installation including site modifications to accommodate a new retaining wall and concrete pad for the antenna. Building penetration to accommodate 4" electrical conduit. Replacement of two glazing panels with spandrel panels to accommodate penetration. Will there be new rack storage? ❑..... Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2 "d Floor P Floor Floors I thru 6 104,895 50 0 0 IA B Basement Accessory Structure* 576 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? El ....... Yes ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z ....... Sprinklers B ....... 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 an a separate 8-112"x 11 "paper including quantities and Material Safeo, Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-I l.doex Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFC [ATION — 206-433-0179 i Scope of Work (please provide detailed information): Installation of a Jupiter II antenna on an existing building site. Civil and electrical modifications associated with the installation including site modifications to accommodate a new retaining wall and concrete pad for the antenna. Building penetration to accommodate 4" electrical conduit. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ® ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with ADDlication (mark boxes which aDr ® ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ® ...Construction/Excavation/Fill - Right-of-way ❑ Non Right -of -quay ❑ ® ...Total Cut 260 cubic yards ® ...Total Fill 120 cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut El.. Looped Fire Line ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ " ❑ ...Sewer Main Extension.............Public ❑ ❑ ...Water Main Extension.............Public ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Mailing Water Meter Refund/Billing: Name: Mailing WO# WO# WO# Private ❑ Private ❑ ❑ .. Grease interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Day Telephone: State Zip City State Zip H:\Applications\Fomts-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of 4 bh 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. OR Signature: Print Name: Brenda Ross Mailing Address: 10202 5th Ave NE, Suite 300 06/29/2015 Day Telephone: (206) 547-1940 Seattle City WA 98125 state Zip H:\Applications\Forms-Applications On Line\2011 Applications\Pttmit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 ofit bh BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME b ( (A( ICOO M5 PERMIT # LIB-- O I/04 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. 2. 1 Q 5 APPLICATION BASE FEE Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water [ O U Road/Parking/AccessSb(7 A. Total Improvements _ Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B+C+D) Enter total. excavation volume G 60 cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the Greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $_ 250 (1) (4) (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. • Approved 09.25.02 Last Revised 12/17/14 C)16q SASEY Construction PROJECT: I DIGITAL FORTRESS WIRELESS TELECOMMUNICATION FACILITY Sa eyJOB# 115-1-10,21 Client: ICIGITAL FORTRESSCOLOCATION SATELLITE INSTALLATION -BUILDING PERMIT -CITY OF TUKWILA I .'ios/151 11:20 Aff,: REVISION':: PROJECT DURATION: EXTENSIONS Labor Material S.'5C.nt/' Equipmen 0 TOTALS EXTENDED Procurement &Contracting Requirements - General Requirements 19550 19.227 $38,777 2 fj Existing Conditions - 1'505 Is $1,505 3 4 is concrete masonry $40,960 —5 $0 I Metals 3,500 1! 13,500 6 Wood, Plastic, & Composite $0 7 Thermal & Moisture Protection J _$0 8 Openings $0 9 Fml5hes 10 I Specialties $0 it Equipment $0 12 1! Furnishings $0 13 Special Construction $0 14 1 Conveying Equipment $0 21 Fire Suppression $ 22 — plur ibing $0 23 Heating, Venting, & Air Conditioning (HVAC) 25 integrated Automation $0 26 Electrical $132,486 7_1 Communications $0 28 Electronic Safety & Security (Hughes supplied and installed) $0 31 Ij Earthwork 13,360 J- $13,360 - 32 Exterior ini prove, n ents 463,100,550 1� $46,550 33 Utilities $3,100 34 11 Transportation $0 35 !1 Waterway & Marine Construction $0 40 I; Process Integration — t 41 Material Processing & Handling Equipment 42 If Process Heating, Cooling, & Drying Equipment _�D 43 II Process Gas & Liquid Handling, Purification, & Storage Equipment _$0 $0 44 Pollution & Waste Ccntrol Equipment $0 45 I Industry -Specific Manufacturing Equipment $0 46 ji Water & Wastewat ter Equipment !I 48 II Electrical Power Generation $o $0 70 City of Tukwila - Building Department Fee - see belo,,i,under Permits --- Design & Engineering /Consultants 39,890 $3S ig',:0,00 81 Special 1 nspections/Testines.r1leying 3,000 1' $3,000 '00 90 Procurement/Contingency/Escalation/Cost Savings/Other $0 SUB -TOTAL I $323,128 PERMITS - City of Tukwila Building Cept Fee $26,049 ESCALATION 0.0% $0 CONTRACTOR CONTINGENC/ —3 OV. �10,475 GENERAL LIABILITY INSURANCE $2,339 SUB -TOTAL ----0.65% SUBTOTAL II $361,990 BLDRS RISK .19Y., IF APPLICABLE 0.005� $0 FEE 5.011 $18,100 B/O TAX 0.471 F—$1,790 SUB -TOTAL SUBTOTAL 1 $381,880 BOND PREMIUM 0.0% L— $0 SUB -TOTAL SUBTOTAL i WA STATE SALES TAX 9.55.11 $36,279 TOTAL BID PRICE TOTAL I $418,158 FOR BUILDING PERMIT CALCULATION: Hughes 8.1 meter Satellite Antenna and appurtenances I TOTAL AMOUNT FOR FEE CALCULATION Inclusion s: THIS PROPOSAL IS FOR THE WIRELESS TELECOMMUNICATION FACILITY BUILDING PERMIT Exclusions: Notes: THE PROPOSAL EXCLUDES ALL OTHER PERMITS arc DESCRIPTIONS PermitTRAK $2,904.60 D15-0164 Address: 12101 TUKWILA INTERNATIONAL BLVD BLDG C 0923049309 Apn: $2,904.60 PUBLIC WORKS $2,839.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $1,240.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $1,240.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $37.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $72.00 TECHNOLOGY FEE $65.60 TECHNOLOGY FEE TOTAL FEES ., R000.322.900.04.00 0.00 $65.60 $2,904.60 Date Paid: Wednesday, July 22, 2015 Paid By: SABEY CONSTRUCTION INC Pay Method: CHECK 52025 Printed: Wednesday, July 22, 2015 2:45 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $22,931.30 D15-0164 Address: 12101 TUKWILA INTERNATIONAL BLVD BLDG C 0923049309 Apn: $22,931.30 DEVELOPMENT $22,256.98 PERMIT FEE R000.322.100.00.00 0.00 $13,486.35 PLAN CHECK FEE R000.345.830.00.00 0.00 $8,766.13 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $674.32 TECHNOLOGY FEE TOTAL1 R000.322.900.04.00 0.00 $674.32 Date Paid: Monday, June 29, 2015 Paid By: SABEY CONSTRUCTION INC Pay Method: CHECK 51930 Printed: Monday, June 29, 2015 12:04 PM 1 of 1 rlISY57EM5 / INSPECTION RECORD (— Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., ##100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of In ectign: Address: Date I 1>13 Special Instructions: Ak Date Wanted: F— Requester: Phone No* Mr -'27 ( 6- , `/ Corrections required prior to D*rproved eper applicable codes. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IV 15 -0/7�q IN5PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project'. Type of InspectT 5,f L P X, Ll "fee Ewt1,e—"5 Address: Date Called: Special Instructions, Date Wanted: a.m. lRequester' lis: ho'ne No': -2c6 4121(02-96� 7 �b #pproper applicable codes. Corrections required prior to approval. ENTS: 4L Air Ar- cvazd ak-h. CEzy cc Z26 Mal(< rreAtA.0Aal O(L te 41�J-12 AK 22 U.1 V OeAl 6 --- I inspector: Date: F� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Lj]Retain a copy with permit 1p IS i6 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 Pro'ct: ac _ ne roOye- -( Te%of Inspectionke Kej kf - co A dress : 6 T f —f GL Date Called: Special Instructions: ,�r �� v7 Date W ted: a.m. — emu- P.M. � Requester: Phone No: ® Approved per applicable codes. a Corrections required prior to approval. COMMENTS: �U yx Inspector: � Date; REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd„ Suite 100. Calt to schedule reinspection. 0711 INSPECTION RECORD 7g 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 Pro'ec : Q q2j �< fir 7 fS Type of Inspe tiddi: r Address: I z ( o 1 163 c- Date Called: Special Instructions: r J Date Wanted : (S— a.m. p.m. Requester: Phone No: 91 Approved per applicable codes. E ILorrections required prior to approval. COMMENTS: / Inspector: ' Date: V_A)-is b REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 06 INSPECTION RECORD Retain a copy with permit IN KTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: I / ,q !A I r0721 /I GAS Type of Inspection: - Address:!Date Called: Special Instructions: / c yy/ ct Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /U INSPECTION RECORD hhr Retain a copy with permit Y ' ' of g IRSPECTION 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 Pros �( p r fs TYPe�of Inspecti 11 ?ZC—e- Adyres©'Gtk� rv� Date Called: Special Instructions: Date W t d: a.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. Inspector: JlDa�L,,, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must .be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r %L UltraWall UltraWall v3.3 Build 14226 Project: Jupiter II Location: Antenna Pad Designer: HTW Date: 6/23/2015 Section: Section 1 Design Method: NCMA_09_3rd_Ed Design Unit: Ultrablock Seismic Acc: 0.230 SOIL PARAMETERS cp coh Retained Soil: 32 deg 100 psf Foundation Soil: 40 deg 100 psf Leveling Pad: Crushed Stone Crushed Stone Interface is true, cp = 1deg GEOMETRY Design Height: Wall Batter/Tilt: Embedment: Leveling Pad Depth Slope Angle: Slope Length: Slope Toe Offset: 5.00 ft 0.00/ 5.70 deg 0.50 ft 0.50 ft 27.0 deg 20.0 ft 0.0 ft FACTORS OF SAFETY (Static / Seismic) Sliding: 1.50 / 1.125 Bearing: 2.00 / 1.5 RESULTS (Static / Seismic) FoS Sliding: 100.00 (fnd) / 1.88 Bearing: 639.36 / 1719.82 REVIEWED FOR CODE COMPLIANCE' APPROVED JUL 14 2015 City of Tukwila e ,BUILDING DIVISION 120 pcf 120 pcf Live Load: 0 psf Live Load Offset: 0.00 ft Live Load Width: 100 ft Dead Load: 0 psf Dead Load Offset: 0.0 ft Dead Load Width: 100 ft Leveling Pad Width: 3.46 ft Toe Slope Angle: 27.00 Toe Slope Length: 6.00 Toe Slope Bench: 1.00 ==91 Overturning: 1.50 / 1.125 RECEIVED CITY OF TUKWILA JUN 2 9 2015 FoS Overturning: 10.00 / 1.30 PERMIT CENTER FoS Bearing: 54.20 / 20.15 Name Elev.. ka kee Pa Pir - PaC FSsI FoS OT siesFSsl F0S SeisOT 1X 2.45 0.400 0.842 154 �1250 84 154 100.00 3.56 1X 0.00 0.400 0.642 594 168 594 100.00(100.00) 3EE74.36 .88(3.02] 1.30 I )11' *,.- D IbLf Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page - 5� U TR BLOCK, I �. UltraWall UltraWall 0.3 Build 14226 Project: Jupiter II Location: Antenna Pad Designer: HTW Date: 6/23/2015 Section: Section 1 Design Method: NCMA 09_3rd_Ed Design Unit: Ultrablock Seismic Acc: 0.230 SOIL PARAMETERS 9 coh y Retained Soil: 32 deg 100 psf 120 pcf Foundation Soil: 40 deg 100 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: Wall Batter/Tilt: Embedment: Leveling Pad Depth: Slope Angle: Slope Length: Slope Toe Offset: 7.50 ft 0.00/ 5.70 deg 0.50 ft 0.50 ft 27.0 deg 20.0 ft 0.0 ft FACTORS OF SAFETY (Static / Seismic) Sliding: 1.50 / 1.125 Bearing: 2.00 / 1.5 RESULTS (Static / Seismic) Live Load: 0 psf Live Load Offset: 0.00 ft Live Load Width: 100 ft Dead Load: 0 psf Dead Load Offset: 0.0 ft Dead Load Width: 100 ft Leveling Pad Width: 5.92 ft Toe Slope Angle: 27.00 Toe Slope Length: 6.00 Toe Slope Bench: 1.00 Overturning: 4 ;AC0 �j4r 9J' -8� />fl� r FoS Sliding: 2.58 (Ivlpd) / 1.26 FoS Overturning: 3.46 / 1.34 Bearing:_ 1215.85 / 3207.57 FoS Bearing: 35.45 / 13.44 Name , Elev. " I ka kae =j Pa I' Pae ;, Pir PaC 7� FSs/ FoS OT I siesFSsl FdS SeisOT I 84 156 1X 2.45 0.394 0.7798 1, 594 1205 1 68 J^ 594` 100 00 _ 1 10.00� T 23. 77 1.23 J, 2X-2X 6.60 �_ 0.680 p " 1.339 2424 �! 4771 335 1271 N 2.58f3.90] 3;46 �J' _ 1.26(1.73] 1.34,^ Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 1 V I %I UltraWall UltraWall v3.3 Build 14226 Project: Jupiter II Location: Antenna Pad Designer: HTW Date: 6/23/2015 Section: Section 1 Design Method: NCMA 09_3rd_Ed Design Unit: Ultrablock Seismic Acc: 0.230 SOIL PARAMETERS cp coh y Retained Soil: 32 deg 100 psf 120 pcf Foundation Soil: 40 deg 100 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 10.00 ft Live Load: 0 ps Wall Batter/Tilt: 0.00/ 5.70 deg Live Load Offset: 0.00 Embedment: 0.50 ft Live Load Width: 100 Leveling Pad Depth: 0.50 ft Dead Load: 0 ps Slope Angle: 27.0 deg Dead Load Offset: 0.0 f Slope Length: 20.0 ft Dead Load Width: 100 Slope Toe Offset: 0.0 ft Leveling Pad Width: 8.38 Toe Slope Angle: 27.0 Toe Slope Length: 6.00 Toe Slope Bench: 1.00 FACTORS OF SAFETY (Static / Seismic) Sliding: 1.50 / 1.125 Overturning: Bearing: 2.00 / 1.5 RESULTS (Static / Seismic) FoS Sliding: 2.27 (Ivlpd) / 1.28 FoS Overturning: Bearing: 1705.40 / 3846.52 FoS Bearing: 1.50 / 1.125 3.35 / 1.56 32.66 / 14.48 Name Elev. ka I kae Pa Pae Pir - PaC FSs -6S Q7 siesF1SsV1 FoS Seisbr 1X 7.34 0.394 0.798 161 327 84 161 100.00 10.00 73.52 3.25 1X 4.89 0.394 0.798 604 1225 168 604 100.00 10.00 23.47 1.21 1X 2X-2X 0.00 0.881 1. 768 5761 11560 587 1960 2.27(3.15] 3.40 1.28[1 66] 1.56 Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page 1 .00�"MARTIN/MARTIN f0U S 11 L1 I Ut, fN(,I NI 1 11 $ I -INS -Jupiter II Antenna Foundation — Tukwila, WA December 19, 201.4 Martin/Martin, Inc #15594.S.59 F1ANTENNA FOUNDATION CALCULATIONS FRE ED FOR MPLIANCE OVED STRUCTURAL DRAWING, ANTENNA FOUNDATION Drawing S1 4 2015 SITE -SPECIFIC GEOTECHNICAL RECOMMENDATIONS City Of Tukwila Attached BUILDING DIVISION DESIGN CRITERIA Tukwila Municipal Code (Governing codes adopted): IBC 2012 2012 IBC, Risk Category Table p,1 Wind speed map p,2 Wind Speed Conversion Table (V-ultimate to V-ASD) p.3 Wind Speed Conversion Table (Fastest -mile to 3-second gust) p.4 Governing lateral design criteria (Wind governs the foundation design) p.5 ANTENNA FOUNDATION DESIGN Foundation design (ASCE-7 wind load design) pp. 6, 7 ANTENNA VENDOR DATA Attached y4 ' K O1�� C, RECEIVED w c�x�� TY OF TUKWILA coo JUN 2 9 2015 II.,. ?' PERMIT CENTER MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAXEW000, COLORA00 80215 lot MAIN 3MARTIN.CO f r MARTINMARTIN.COM 1 CTUKbVILA MUNICIPAL COPE CHAPTER 16.04 .-. BUILDINGS AND CONSTRUCTION Sections: 16,04,010 Purpose of Chaplet 16.04.020 Codes Adopted 16.04.030 Filing Copies of State Building Codes 16.04.040 Compliance with Other Regulations as Prerequisite for Building Permits 16.04.050 Building, Moving and Demolition Permits 16,04.060 Application for Relocation/Demolition Permit 16.04.070 Correction of Defects Before Issuance of Permit 16.04 080 Terms and Conditions of Issuance 16,04,090 Application Fee 16.04.100 Debris and Excavations 16,04.110 Expiration 16.04.120 Relocation Bond - Required 16.04.130 Relocation Bond - Conditions 16.04.140 Relocation Bond - Default in Performance of Conditions 16.04.150 Relocation Bond - Refund of Surplus on Termination 16.04.170 Additional Requirements for Security Devices 16.04.180 Definitions 16,04.190 Enforcement - Right of Entry 16.04.200 Adoption of County Ordinance 451 16.04.210 Adoption of County Health Regulations 16.04,220 Enforcement Officer Designated 16.04.230 Fee Payment 16.04.240 Abatement of Dangerous Buildings by City 16.04.250 Procedures applicable to all construction permits 16.04.010 purpose of Chapter TMC Chapter 16.04 is enacted for the purpose of adopting rules and regulations governing the conditions and maintenance of all property, buildings and structures by providing standards for supplied utilities, facilities and other physical things and conditions essential to ensure that structures are safe, sanitary and fit for occupation and use; governing the condemnation of buildings and structures unfit for human occupancy, and use and abatement of such structures, hijukwila; regulating the issuance of permits and (he*colldction olf' fees;Ao help ensure the protection of the health" safety and the' general welfare of the public; and governing the creation, construction, enlargement, conversion, alteration, repair,' occupancy, use, height, court area, sanitation, ventilation and maintenance of all buildings and struQtur,dvwiflibiAllis"J'firisdiction. The purpose of the codes adopted herein is not to create or otherwise establish or designate any particular class or group of persons who will or should be especially protected or benefited by the terms of these codes. 16.04.020 Codes Adopted Effective July 1, 2013, the following codes are adopted by reference as if fully set forth: 1. The International Building Code, 2012 Edition, and referenced standards hereto as published by the International Code Council, Inc., and as adopted by the Slate of Washington in Chapter 51.50 WAC. The following Appendices, standards and amendments are specifically Appen ix I Requirements. b. ICC/ANSI A117.1- 2009, American National Standard. C. Work exempt from a building permit. Section 105.2 of the International Building Code, 2012 Edition, is amended to include provisions regarding the following work exempt from a building permit: (1) Work performed by the City of Tukwila and located in City of Tukwila right-of-way; work performed by Washington State Department of Transportation and located in WSDOT right-of-way to include public utility lowers and poles, mechanical equipment not specifically regulated in this code, hydraulic flood control structures including levees; provided that any structure or building constructed in a municipal or state right-of-way and intended to be used as any occupancy classification of the Stale Building Code is not exempt from the provisions of this code or the related permit requirements. (2) One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 120 square feet, and such structure is outside of and entirely separated, as prescribed by Code, from any existing building on the premises. 2. The International Residential Code, 2012 Edition as amended by the State; provided that Chapters 11 and 25 through 43 of this code are not adopted. Appendix G, "Swimming Pools, Spas and fiot Tubs," is included in the adoption of the International Residential Code. 3. Tile Uniform Plumbing Code and the Uniform Plumbing Code Standards, 2012 Edition, published by the International Association of Plumbing and Mechanical Officials, and as amended by the Slate of Washington, provided that Chapters 12 and 15 of this code are not adopted. Provided further that those requirements of the Uniform Plumbing Code relating to venting and combustion air of fuel fired appliances as found in Chapter 5 and those portions of the code addressing building sewers are not adopted. Appendixes A, B, D, E and I of the Uniform Plumbing Code are hereby adopted by reference. Provided further that the following amendments to the Uniform Plumbing Code are adopted: a. All reference to and definition of "authority having jurisdiction" is deemed to refer to and shall mean the (nrcc 240 § 201.3; ft d. 171 �;1 art); 2001; uil ' g Otfi t a 16-2 Produced by the City of Tukwila, City Clerk's Office STRUCTURAL DESIGN PI structural system rest.rlling front torsion due to eccentricity between the center of application of the lateral forces and the center of rigidity of the lateral force -resisting system. (:very structurc shall be designed to ucsisi the overturning eficcts causal by the lateral forces specified in this chapter. See Section 1609 for wind loads, Section ICAO for lateral soil loads and Section 1613 for earthquake loads. 1604.5 Risk category. Each building and structure shall be assigned a rick r•aregnr), in accordance with Table 1604.5. Where a referenced standard specifics an occupancy cate- RISK CATEGORY 11 IV gory, the risk category shrill not be taken as lower lltan the occupancy category specified lhercin. 1004.5.1 AUltiple occupancies. \'1rllcrc a btrildirlg or structure is occupied by two or more ocrupatrcies riot included in the Sallie risk c•aiegoq, it shall be assigned the classification of the highest rick r�ategoty cot res stout to the various occupancies. \\,here buildings or st'ueltses have two or more portions that arc stuctUrall)' separated each portion shall be separately classified. Where a seed' rated portion of a building or structure provides required TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES NATURE OF OCCUPA14CY Buildings and other structures that represent a low hazard to human life in the event of failure, including but not limited to: • Agricultural facilities. • Certain temporary facilities. Buildings and other structures except those listed in Risk Categories 1, III and 1V limited rrtru�rures t of failure, including but not d to: • Buildings and other smicutres whose primary occupancy is public assembly with an occupant load greater than 300. • Buildings and other structures containing elementary school, secondary school or clay care facilities with an occupa load greater than 250. • Buildings and other structures containing adult education facilities, such as colleges and universities, with an occupant load greater than 500. • Group 1-2 occupancies with an occupant load of 50 or more resident care recipients but not having surgery or emergency treatment facilities. • Group 1-3 occupancies. • Any other occupancy with an occupant load greater than 5,000'. • Power -generating stations, water treatment facilities for potable water, waste water treatment facilities and other public utility facilities not included in Risk Category 1V. • Buildings and other structures not included in Risk Category IV containing quantities of toxic or explosive materials That: Exceed maximum allowable quantities per control area as given in Table 307.1(1) or 307.1(2) or per outdoor con(rol area in accordance with the lrrternn►iarnl fire Code; and Are sufficient to pose a threat to the public if released °. Buildings and other structures designated as essential facilities, including hul not limited to: • Group 1-2 occupancies having surgery or emergency treatment facilities. • Fire, rescue, ambulance and police stations and emergency vehicle garages. • Designated earthquake, hurricane or other emergency shelters. • Designated emergency preparedness, communications and operations centers and other facilities required for emergency response. • Power -generating stations and other public uti lily facilities required as emergency backup facilities for Risk Category IV structures. • Buildings and other structures containing quantities of highly toxic materials that: Exceed maximum allowable quantities per control area as given in Table 307.1(2) or per outdoor control area in accordance with the lrrrernnrional lire Code; and Are sufficient to pose a threat to the public if released °. • Aviation control lowers, air traffic control centers and emergency aircraft hangars. • Buildings and other structures having critical national defense functions. • Water storage facilities and pump structures required to maintain water pressure for fire suppression. a. For purposes of occupant load calculation, occupancies required by Table 1004.1.2 to use gross floor area calculations shall be pemtittcd to use net floor areas to determine the total occupant load. b. where approved by the building official, die classification of hpildings and other stntctures as Risk Category Ill or IV based on their quantities of toxic, highly toxic or explosive materials is permitted to be reduced to Risk Category 11, provided it can be demonstrated by a hazard assessment in accordance with Section 1.5.3 of ASCE 7 that a release of the toxic, highly toxic or explosive materials is not sufficient to pose a threat to the public. 336 2012 INTERNATIONAL BUILDING CQD� a STRUCTURAL DESIGN Y, I q £ \/ ; 2 £ � 6 � $ �2 � \} 0 S$ A 7� / 0 f kj) ! w k�U � /�2 ( °O:¥ _ �•- k f�2 G Sit f0 / ƒ g2{ ) ) � ) & or � ƒ«§ { k° g �L# ��k)\ 7{k0\ !k�0 ®_,E- k� 2 k E 20 < ©2-,e �u��( §;oa ¢ f/®t2 } mk�\� {2n$§ 0 'u 2(aƒ[ 4)m c } ) §.3 pPWw�W § 350 � 20121NTERNATIONALBUILo BUILDING c� STRUCTURAL_ DESIGN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS',b,`° FASTENGfl SPACING (Inches) FASTENER TYPE - No. 8 wood -screw - based anchor %vith 2- inch embedntem length Pane) Span 4 feet ,-Panel 6 feet < Panel <_ 4 feel Spa- [ __ -n <_ 6 feel Span 5 8 feet M No. 10 Wood -screw- — - based anchor with 2- 16 inch embedment length El 12 '/,-inch diameter lag - screw -based anchor 16 16 16 with 2-inch embed- ment length For Si: I inch = 25.4 mm, 1 fool = 304.8 nun, I pound = 4.448 N. I mile per hour = 0.447 m/s. a. This table is based on 140 mph mind speeds and a 45-foot mean roof height. b. Fasteners shall be installed at opposing ends of the wood sinrctural panel. Fasteners shall be located a minimum of I inch from the edge of dte panel. c. Anchors shall penetrate through the exterior wail covering with an embedment length of 2 inches minimum into the building frame. Fasteners shall be located a minimum of 2Y, inches from the edge of concrete block or concrete. d. Where panels are attached to masonry or masont-ydstucco, they shall be attached using vibration -resistant anchors having a minimum ultininte withdrawal capacity of 1,500 pounds. 1609.1.2.2. Application of ASTM E 1996. The text of Section 6.2.2 of ASTM E 1996 shall be substituted as follows: 6.2.2 Unless otherwise specified, select the wind zone based on the strength design wind speed, as follows: 6.2.2.1 lVind Zone 1-130 niph 5 ultimate design wind speed, V„r, < 140 mph. 6.2.2.2 1Vind Zone 2-140 nigh 5 ultimate design wind speed, V,r, < 150 tnph at greater than one mile (1.6 kni) from the coastline. The coastline shall be measured front the mean high water mark. 6.2.2.3 111ind Zone 3-150 niph (58 m/s) 5 ultimate design wind speed, V 5 160 niph (63 in/s), or 140 mph (54 nt/s) <_ ultimate design wind speed, V 5 160 mph (63 nt/s) and within one mile(1.6 kin) of the coastline. The coastline shall be measured from the mean ]tigh water mark. KNS- 5S►-� 6.2.2.4 Wind Zone d- - ultimate design wind speed, 11, r, > 160 niph (63 ni/s). 1609.1.2.3 Garage doors. Garage door glazed opening protection fot wind-borne debris shall meet the requirc- ntcnts of an approved impact -resisting sutnrlard of ANSi/DASMA 115. 1609.2 Definitions, ]--of- the poi -poses of Section 1609 and as used elsewhere in this code, the following terms are defined in Chapter 2. HURRICANE' -PRONE REGIONS. WIND-BORNE DEBRIS REGION. WIND SPEED, WIND SPEED, V,,,,,, 1609.3 Basle Nvind speed. The ultimate design wind speed, 1!11, in mph, for the determination of the wind loads shall be determined by Figures 1609A, 1609B and 1609C. The ulti- mate design wind speed, V„r,, for use in the design of Risk Category 1.1 buildings and structures shall be obtained from Figure 1609A. The ultimate design wind speed, V„,, :for use in the design of Risk Category 111 and 1V buildings and struc- tures shall be obtained from Figure 160913. The ullimale design wind speed, l� for use in the design of Risk Category I buildings and structures shall be obtained front figure 1609C. The ultimate design wind speed, V for the special wind regions indicated near mountainous terrain and near gorges shall be in accordance with local jurisdiction require- ments. The ultimate design wind speeds, I/ determined by the local jurisdiction shall be in accordance with Section 26.5.1 of ASCE 7. Ili nonhun'icane-prone regions, when the ultimate design wind speed, VA, is estimated from regional climatic data, the ultimate design wind speed, V„i,, shall be determined in accor- dance with Section 26.5.3 of ASCE 7. 1609.3.1 Wind speed conversion. When required, the ultintale design wind speeds of Figures 1609A, 160911 and 1609C shall be converted to nominal design wind speeds, l wd, using Table 1609.3.1 or Equation 16-33. 1�nsA l�ulr f�•6 where: (Equation 1.6-33) 1.W= nominal design wind speed applicable to methods specified in L-xceptions 1 through 5 of Section 1609.1.1. 1„r,= ultimate design wind speeds determined from Figures 1609A, 1609B or 1609C. TABLE 1609.3.1 WIND SPEED CONVERSIONS'.°.` 1 �5w►�� �J It10 110 120 - 130 14U -150 160 170 180IT147 190 200 78 85 93 -101 108 116 _ 124 _ 13?. a 139 _ 155 f or St: I unit! per hour = 0.44 at s. Linear interpolation is permitted. b' V-1 nominal design wind speed applicable to methods specified in Exceptions i Ihr, ultimate design wind speeds determined from Figures 1609A, 1609tt, or 1609C INTERNATIONAL BUILDING CODE° Clint) I c DWr u t�tn wr Q ,ft� C� U►~�Pti� 1 t 349 STRUCTURAL. DESIGN 4 where the basic wind speed is 120 mph (53 m/s) or greater, or Hawaii. 1609.3 Basic mind speed. Ille basic wind speed, in mph, for the determination of the wind loads shall he determined by Fig - tire 1609.13asic wind speed for the special wind regions indi- cated, near mountainous terrain and near gorges shall be in accordance with local jurisdiction requirements. Basic wind speeds determined by the local jurisdiction shall be in accor- dance Willi Section 6.5.4 of ASCI: 7. 1n nonhunicane-prone regions, when the basic Wind speed is estimated from regional climatic data, the basic wind speed shall be not less than the wind speed associated wilt an annual probability of 0.02 (50-year mean recurrence interval), and the estimate shall be adjusted for equivalence to a 3-second gust wind sliced at 33 feet (10 m) above ground in Exposure Cale- goryC. Ttte data analysis shall be performed in accordance with Section 6.5.4.2. of ASC13 7. 1609.3.1 Wind speed conversion. When required, the 3-second gust basic wind speeds of Figure 1609 shall be converted to fas(est-milt Wind speeds, Vl, using Table 1609.3.1 or Equation 16-34. �Vjs--10.5) 1.05 where: (Equation 16-34) Vis = 3-second gust basic wind speed from Figure 1609 1609.4 Exposure category. For each wind direction consid- ered, an exposure category that adequately reflects time charae- teristicsof ground surface irregularities shall be determined for the site at which the building or structure is to be constructed. Account shall be taken of variations in ground surface rough- ness that arise from natural topography and vegetation as well as from constructed features. 1609.4.1 Wind directions and sectors. For each selected wind direction at which the wind loads arc to be evaluated, the exposure of (lie building or structure shall be determined for the two upwind sectors extending 45 degrees (0.79 rad) either side of the selected wind direction. The exposures in these two sectors shall be determined in accordance with Sections 1609.4.2 and 1609.4.3 and the exposure resulting in the highest wind loads shall be used to represent winds from that direction. V3S 85 90 100 105 _ — - _ V. 71 76 $5 90 For SI: I mite per hour - 0.44 m/s. a. Linear interpolation is pmrdiled. b. Vmr is the 3-second gust wind speed (mph). C. Vj,,, is the fastest mile wind speed (mph). 2006 INTERNATIONAL BUILDING CODEP 1609.4.2 Surface roughness categories. A ground surface roughness within each 45-degree (0.79 rad) sector shall be determined for a distance upwind of the site as defined in Section 1609.4.3 from the categories defined below, for the purpose, of assigning an exposure, category as defined in Section 1609.4.3. Surface Roughness B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstnictions having the size of single-family dwellings or larger. Surface Roughness C. Open terrain with scattered obsUlictions having heights generally less than 30 feet (9144 nun). This category includes flat open country, grasslands, and all water surfaces in hurricane -prone regions. Surface Roughness D. Flat, unobstructed areas and water surfaces outside hurricane -prone regions. This cat- egory includes smooth mud flats, salt flats and unbroken ice. 1609.4.3 Exposure categories. An exposure category shall be determined in accordance with the following: Exposure B. Exposure B shall apply where die ground surface roughness condition, as defined by Surface Roughness B, prevails in die upwind direction for a dis- tance of at least 2,600 feet (792 m) or 20 times the height Of the building, whichever is greater. Rxception: For buildings whose mean roof height is less than or equal to 30 fcct (9144 mm), due upwind dis- tance is permitted to be reduced to 1,500 feet (457 m). Exposure C. Exposure C shall apply for all cases where Exposures B or D do not apply. Exposure D. Exposure D shall apply where the ground surface roughness, as defined by Surface Rougiumess D, prevails in the upwind direction for a distance of at lcast 5,000 feet (1524 m) or 20 times the height of the build- ing, whichever is greater. Exposure D shall extend inland from the shoreline for a distance of 600 teet (J 83 m) or 20 tunes the height of the building, whichever is greater. 1609.5 Roof systems. 1609.5.1 Roof deck. The roof deck shall be designed to withstand the Wind pressures determined in accordance with ASCE 7. TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDS"0t 125 300�04 495 Ito �q'IIAAQ� f28 150 160 170 _ 133 142 I52 0WINer VOl�v�a.✓ . Uzi �5 W4Vte2`10P' aSLc'' vw 2s3 401 II CONSULTING FNGINECRS m00000 Title HH� Date I �q Subject ._,{j Q d BY , Siftct-t of Cc51uj f Iz, 14-2 MP 1 V 3 o Asp J 0 AA ,,� S t' S 4-c VV 1 f 1(� -"! Y tGr'i ( S 1 I v ,M �k Vu it own ti�t,� Cl - ; vLr 1 Str��raA �v�,- over Se�s,M;� ot Y f �r V Project: HNS.Jupifei II - 8.1in I ukwila WA MAR'TiN /MAWTI N ,lob Number: 15594.S.59 .., Date: 18-Dec-14 By: Ben Nelson Page: 1 ANTENNA FOOTING DESIGN (ASCE 7-05) V1.00 ANTENNA DATA Reflector diameter (DIAREF)= Height to Center of Reflector (11)= Antenna Sell Weight (FANNY) _ FOOTING DIMENSIONS / PROPERTIES L= W= I (below grade) _ t (above grade) _ t (total thickness) _ I'c = fy= Reinforcing Clear Cover = SOIL PROPERTIES Soil Bearing Pressure (oso,r) = Coelicient of Sliding Friction = Passive Pressure = WIND LOADING Wind Exposure = 3 sec gust wind speed (V) = Importance Factor (1,) = Kd (DEFAULT)= Ky IMCULATED) = KA(DEFAULT) = G(DEFAULT) = 8.1 meters 5 00 m 5 kips 24 It 24 It 2,25 It 0,75 It 3 If 4000 psi 60 ksi 3 in 2500 psf —x--J 0.A L 0 pcl EED C Site Specific Exposure Factor Industry practice Is to use'fasiest•mile' wind speeds of 125mph which corresponds to 142mph 142 mph (3-sec gust) Industry practice is to use Iw = 1.0 in conluclion vAlh 125mph'fastest-mile' Unless Owner 1 stipulates voluntary upgrade. 0.85 ASCE/SEI 7.05 Table 6-4 098 Interpolated from table 6-3 in ASCE 7.05 1 Assume Topography to be flat 0.85 ASCE/SEI 6.5.8.1 OUTPUT: ANTENNA PROPERTIES Reflector Area (AREF) = 554.4 ItA2 AREF = DIAREF''(n/4) Height to Top of Reflector (HTDPREF) = 29 7 It HTOPREF = 11 4• DIAREF/2 DIAREF/IITOPREFWill = 0.90 WIND Velocity Pressure (qh) = 42.9 psf q„=q, when z=h q, = 0.00256'KZ'K21 Ka-V7'I,., Net Force Coefficient (C,) = 1.55 Interpolated from figure 6.20 Wind pressure (I) = 56.6 psf I = q„'G'C, 32.9 kips Design Wind Shear = q,,'G'C,'AREF' 1.05 Total antenna base shear is based on the full -sail" area of the antenna increased by 5% factor to account for misc. surface area of antenna support legs, etc WIND OVERTURNING MOMENT (Antenna Base Plate) = 640.3 ki -ft Moment = DESIGN WIND SHEAR'(H) WIND OVERTURNING MOMENT (Foundation Interface)= 639.1 kip-ff ]Moment = DESIGN WIND SHEAR'(H+t) PnOPF:nTIFS SLIDING RESISTANCE Project: Job Number. MARTIN / titAR1IN Date: By. Page: Atea of Footing = 5/6 11'Q Weigh! of Footing ;)- 259 2 kips Prrn :c = (_'W'1'(I501bs (P,3) HNS Jupiter II - 6 Im Tukwila WA 15594 S 59 18-Dec-14 Ben Nelson 2 1-fiction Resisting Force = 105 7 kips Friction = (Fran,,, ;4P,-„F,,,j'Coeha0nl 01 Sliding Friction + Passive Resisting Force = 0 0 kips Passive = (W'I')i2'Passivc Pressure Total Resisting Force = $0.5 7 kips Total = Friction + Passive DESIGN WIND SHEAR - 32.9 ki SlidingFactor of Safot = 3.2 Sliding Factor of Safely . (Total Resisting Force)1 DESIGN WIND SHEAR (Should be > 1.5) OVERTURNING MOMENT (Eq 16.15 2012 IOC) 0.611"row ,r+Pa,rrnv) = 158.5 kips Resisting Moment = 1902 2 kip -It Resisting Moment = 0.6'(Praar:;;+F'r•nc::•d'N2) Wind Ovenurning Moment at Foundation Interface= 639 1 kip.fi Overturning Moment = Vwind'(H+I) Overluming Factor of Safety 2.901 V Oveltuuling lactor of safety = Resisting Moment J Overturning Moment (should be > 1.0) S011- PAPSSI1RF r l4FVK Load ID Load U2 Load'U2 (kips) 11 ki -fl Footing Weight (Pros,;;,) 259.2 12 31 WA Antenna Weight (P,,,re:.•,) 5 12 60 Total = 264.2 3170.4 Ovenuming Moment at Footing interface= 639.1 k-fl Distance of the Resultant (a) = 9.611 a - (ILoad* x-Movrmun•,)1?-Load U3 = 8011 Resultant inside middle third. USE CASE A Maximum sell beadirig pnessure 1 a 738 sf SOIL PRESSURE O.K. Minimum soil bearing pressure (q2) = 0.2 psl Length on Fooling over which soil pressure acts (3a or L) = 240 11 R r R FOUNDATION REINFORCING DESIGN Soil pressure al center of tooting (q,, ,,)= 360.0 psi + Service Moment on Footing (+Mse(vico) = 353.3 k•II + Faclored Moment on Fooling +Mu a 565.3 k- t - Service Moment from Cantilevered Fooling Sell Weight (-Mseivice) _ -583.2 k-fl - Facloned Moment on Fooling (-Mu) _ -933.1 k-tt ConseivaWo Loed foclot of 1 6 used on all semko sett leads +As due to Flexure = 0 228 in^2/ll -As due to Flexure = 0 376 in42/II Asmin (Shrinkage and Temperature reinforcement) Section 7.12.2 = 0 58 in'•2/11 +Asreq = (413)'+As = 0 30 in^2/ll •Asreq = (4/3)'-As = 0 50 in^2/fl FOOTING DESIGN SUMMARY L = 2411111 W. 24 it t a 2,25 It +Asrog a 0.30In-2/tt -Afureq = 0.501nA2l11 Asreq may not sur-iq mcei temperawto and snnn•age steel code iequiemems 1 CASE At� l pl 141 (n)i? 1� v? r R +IY _ J, nhen R• j O, R?: lr (+ i JI (a I nes-Pad n•.ddle Ih (d P,_ R CASE E I rr3 r -- rI_ _L-] ?ry al 1_ (b) nesallorn of cdgo of m dTe shod CASE C 2R, • 70 December 1, 2014 ES-0312.09 Digital Fortress 12101 Tukwila International Boulevard, Suite 410 Seattle, Washington 98168 Attention: Mr. Kevin Teker Subject: Geotechnical Evaluation Proposed Jupiter II Antenna Structure 12101 Tukwila International Boulevard Tukwila, Washington Earth Solutions NW«c l arth Solutions NW Reference: Sabey Architecture Hughes Technology Systems Jupiter 118.1 Meter Antenna Hughes Network Systems, LLC Exterior Sitework Installation Information for the Jupiter II Gateway August 28, 2014 City of Tukwila GIS Geologic Map of Tukwila December 2006 Dear Mr. Teker: As requested, Earth Solutions NW, LLC (ESNW) has prepared this report and geotechnical evaluation with recommendations for the proposed antenna structure. The approximate project location is illustrated on the attached Vicinity Map (Plate 1). Proiect Description Based on the referenced plan sheet, an antenna structure pad will be constructed along the west edge of the existing parking lot located west of the south end of the building at k12101 ,Tukwila International Boulevard., The Boring Location Plan (Plate 2) illustrates the approximate proposed location of the antenna structure pad relative to the existing building, parking lot, and slope. We anticipate grading activities will include cuts into the existing slope to establish the planned antenna structure pad alignment. Based on the referenced plan sheet, we estimate the cut to establish the antenna structure pad alignment will be up to approximately 10 feet. We understand a modular block retaining wall will be constructed to support the cut into the adjacent slope. 114m', 11w)1 I'Liff N I )01 0 koll.'kuc 1\ A 'CV11) , 0 1.?1*, '.;O ;,Ili # )'AC t..I?'X1 1 i') 1711 Digital Fortress ES-0312.09 December 1, 2014 Page 2 We understand the maximum vertical load from the antenna structure will be 3 kips. If the above design assumptions are incorrect or change, ESNW should be contacted to review the recommendations in this report. ESNW should review the final design to verify the geotechnical recommendations provided in this report have been incorporated into the plans. Subsurface Conditions As part of the subsurface exploration, two borings were advanced within the proposed antenna structure pad location for purposes of assessing soil and groundwater conditions. The borings were advanced to a depth of 21.5 feet below existing grade. Please refer to the boring logs provided in Appendix A for a more detailed description of the subsurface conditions. Soil conditions observed at the boring locations consisted of medium dense to dense silt (Unified Soil Classification ML) deposits to the maximum explored depth of 21.5 feet below existing grades. Geologic Setting The referenced geologic map indicates the project location is underlain by glacial till deposits. The silt soil deposits observed at the boring locations is generally more consistent with pre - Fraser fine-grained deposits. Groundwater Groundwater seepage was not observed during our fieldwork on November 3, 2014. However, localized zones of groundwater seepage should be expected in the cuts for the proposed antenna pad. Site Preparation and Earthwork Based on the referenced project plan, we understand grading for the project will involve a cut into the existing slope of up to 10 feet to establish the proposed antenna structure pad alignment. We understand a modular block retaining wall will be constructed to support the cut into the existing slope. Temporary Erosion Control Straw wattles placed within the downslope side of the existing storm drain culvert should be considered to minimize sediment entering the existing storm drainage system during the proposed grading activities. Erosion control measures should conform to the Washington State Department of Ecology (DOE) and City of Tukwila standards. Earth solutions NW, LLC Digital Fortress December 1, 2014 Structural Fill We anticipate structural fill may be placed in backfill, and parking lot areas for the proposed be placed in loose lifts of 12 inches or less percent, based on the laboratory maximurn d Method (ASTM D-1557). Modular Block Retaining Wall ES-0312.09 Page 3 ry foundation, retaining wall backfill, utility trench project. Soils placed in structural areas should and compacted to a relative compaction of 95 density as determined by the Modified Proctor We understand a modular block retaining wall will be constructed to support the proposed cut into the existing slope. In our opinion, an Ultra Block gravity wall would be a suitable retaining wall system to support the proposed cut. A modular block wall design and design calculations are provided as attachments to this letter. In our opinion, the proposed temporary cut for the modular block wall can be sloped at an inclination of 0.5H:1 V. ESNW should observe the temporary cut to confirm soil conditions and stability. Foundations Based on the results of our study, the proposed antenna structure can be supported on a structural mat foundation bearing on 12 inches of one and one -quarter inch clean crushed rock underlain by competent native soil, recompacted native soil, or structural fill. Competent soils suitable for support of the antenna structure pad should be encountered at a depth of approximately one and one-half to three below existing grades at the proposed pad location. Where loose, organic or other unsuitable materials are encountered at or below the foundation subgrade elevation, the material should be removed and replaced with structural fill or crushed rock, as necessary. Provided the antenna structure will be supported as described above, the following parameters can be used for design of the structural mat foundation: • Allowable soil bearing capacity • Passive earth pressure • Coefficient of friction • Modulus of subgrade reaction 2,500 psf 300 pcf (equivalent fluid) 0.40 300 pci A one-third increase in the allowable soil bearing capacity can be assumed for short-term wind and seistnic loading conditions. With structural loading as expected, total settlement in the range of one inch is anticipated. The majority of the settlements should occur during construction, as dead loads are applied. Earth Solutions NW, LLC Digital Fortress December 1, 2014 Seismic Considerations ES-0312.09 Page 4 The 2012 IBC recognizes ASCE for seismic site class definitions. If the project will be permitted under the 2012 IBC, in accordance with Table 20.3-1 of ASCE, Minimum Design Loads for Buildings and Other Structures, Site Class D, should be used for design. Utility Trench Support and Backfill In our opinion, the native silt soils observed at the boring locations are generally suitable for support of utilities. In general, the native silt soils observed at the boring locations should be suitable for use as structural backfill in the utility trench excavations, provided the soil is at or near the optimum moisture content at the time of placement and compaction. Due to the high fines content of the native silt soils, we do not recommend using the native silt soils as structure fill during wet weather conditions. Moisture conditioning of the soils may be necessary at some locations prior to use as structural fill. Utility trench backfill should be placed and compacted to the specifications of structural fill provided in this report, or to the applicable requirements of the City of Tukwila. Limitations The recommendations and conclusions provided in this geotechnical engineering study are professional opinions consistent with the level of care and skill that is typical of other members in the profession currently practicing under similar conditions in this area. A warranty is not expressed or implied. Variations in the soil and groundwater conditions observed at the boring locations may exist, and may not become evident until construction. ESNW should reevaluate the conclusions in this geotechnical engineering study if variations are encountered. Additional Services ESNW should have an opportunity to review the final design with respect to the geotechnical recommendations provided in this report. ESNW should also be retained to provide testing and consultation services during construction. Earth Solutions Nw, LLC Digital Fortress ES-0312.09 December 1, 2014 Page 5 We trust this report meets your current needs. Should you have questions, or if additional information is required, please call, Sincerely, EARTH SOLUTIONS NW, LLC Henry T. Wright, E.I.T. Staff Engineer rpND A WAI IONAI-V""OA Raymond A. Coglas, P.E. Principal Attachments: Vicinity Map — Plate 1 Boring Location Plan — Plate 2 Boring Logs Grain Size Distribution Modular Block Wall Design and Notes — Sheet W1 Modular Block Wall Calculations ( 7- (1 r/y Earth Solutions NW, LLC ilk A&V % ClOVIROILE zi 14 of 3 'A 14W m % 1 4 % F P AL"!, A F 4,44)u- e"w -till -P4N Nk 14. 't + j .1.. 18 jn T231V rt A h A I VAN 4 a j; ILI "Ail, 4. AU SH %I sot C Gi a-1 wi; i g, n i A A .4 1) '1 il .,o w. t is ij4n —9 Ln C r.% -0 )WAY :1* A I 21H t 1�0 it IV im P5 t L S i 16T 4 IL L 1H I -, 1=1 OUY'REEN lit. It !�x ISi HrIGHT1 P4 J r A_Ahf..� Reference: King County, Washington Map 625 By The Thomas Guide Rand McNally 32nd Edition NORTH NOTE: This plate may contain areas of color. ESNW cannot be responsible for any subsequent misinterpretation of the information resulting from black & while reproductions of this plate. Vicinity Map Jupiter 11 Tukwila, Washington Drwn. GLS Date 11/20/20141Proj. No. 0312.09 Checked HTW Date Nov. 2014 1 Plate 1 Proposed Antenna i:.XlsllilCj LEGEP — .—Approxirnat.e t_vcauan vt B-1 I ESNW Boring, Proj. No. ES-0312.09, Nov. 2014 Proposed Structure Existing Building NOTE: The graphics shown on this plate are not intended for design purposes or precise scale measurements, but only to illustrate the approximate lest locations relative to the approximate locations of existing and! or proposed site features. The information illustrated is largely based on data provided by the client at the time of our study. ESNW cannot be responsible for subsequent design changes or interpretation of the data by others. NOTE: This plate may contain areas of color. ESNW cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Property Line `I� used LJIU%lr Wall Not - To - Scale Earth Solutions NWLLC SOIL CLASSIFICATION CHART MAJOR DIVISIONS SYMBOLS TYPICAL DESCRIPTIONS GRAPH LETTER GRAVEL AND CLEAN GRAVELS ' �� .0160 ' S • • GW WELL-GRADED GRAVELS, GRAVEL - SAND MIXTURES, LITTLE OR NO FINES GRAVELLY SOILS (LITTLE OR NO FINES) °60 '0()� o O'o 0 O C) ,O C GP POORLY -GRADED GRAVELS, GRAVEL - SAND MIXTURES, LITTLE OR NO FINES COARSE GRAINED SOILS M OF THAN SE % FRACTION GRAVELS WITH FINES '° Q Eap.AMOUNT ° o O GM SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES RETAINED ON NO. 4 SIEVE (APPRECIABLE OF FINES) G`+ CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES MORE THAN 50°/, OF MATERIAL IS SAND AND CLEAN SANDS '•• '•'� •'•'••• •: ••••:: ••: SW DED SANDS. RAVELLY WELL-GSANDS, LITTLE OR No FINES LARGERTHAN NO.200 SIEVE SIZE SANDY SOILS (LITTLE OR NO FINES) Sp POORLY GRAOEQ SANDS, GRAVELLY SAND, LITTLE OR NO FINES SANDS WITH FINES SM SILTY SANDS, SAND - SILT MIXTURES MORE TFIAN 50% OF COARSE FRACTION PASSING ON NO. 4 SIEVE (APPRECIABLE AMOUNT OF FINES) SC+ CLAYEY SANDS. SAND - CLAY MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS FINE GRAINED SOILS SILTS AND LIQUID LIMIT LESS THAN 50 CLAYS — _ 0L ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY MORE THAN L OF MATERIAL IS SMALLER THAN N0.206 SIEVE MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS Size SILTS AND LIQUID LIMIT CLAYS GREATER THAN 58 `.I I INORGANIC CLAYS OF HIGH PLASTICITY 0H ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS PT PEAT. HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS DUAL SYMBOLS are used to indicate borderline soil classifications. The discussion In the text of this report is necessary for a proper understanding of the mature of the material presented in the attached logs. Earth Solutions NW BORING NUMBER B-1 RMIM 1805 -136th Place N.E., Suite 201 PAGE 1 OF 2 Bellevue, Washington 98005 MWAM Telephone: 426 449A704 Fax: 425-44SA711 CLIENT 1319119MFortress PROJECT NAME Jupiter II PROJECT NUMBER 0312.09 PROJECT LOCATION Tukwila, Washington DATE STARTED 11/3/14 COMPLETED 1113/14 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Boretec GROUND WATER LEVELS: DRILLING METHOD HSA AT TIME OF DRILLING - LOGGED BY HTW CHECKED BY HTW AT END OF DRILLING NOTES Grasp AFTER DRILLING -- a #r 7- N to v U 0 uj g j a: TESTS TESTS N a ' MATERIAL DESCRIPTION ov 0.:3 0 ro0> Z W UZ ' U' VJ � 0 Tan SILT, medium dense to dense, damp to moist SS 100 19-21.29 (50) MC = 25.10% -becomes dense 5 SS 100 12-18.21 MC = 26.60% _ (39) Fines = 99.40% -becomes gray SS 100 12-177-23 i MC = 24.50% 10 I ML 1 Ss 100 8-11-17 MC = 24.20% 15 100 MC = 31.50% SS 8-13-19 (32) Fines = 97.40% •2"layer olsand 20 (Continued Next Page) Earth Solutions NW BORING NUMBER B-1 1805 - 136th Place N.E., Suite 201 Bellevue, Washington 98005 PAGE 2 OF 2 Telephone: 426-449-4704 Fax: 425-4494711 CLIENT Digital Fortress PROJECT NAME Jupiter II PROJECT NUMBER 0312.09 PROJECT LOCATION Tukwila, Washington CL o = h ,� W- }ut r W J 2 >- O � H� m 0 TESTS vUi U T a MATERIAL DESCRIPTION A 0.QZ W U2 u) Q 20 { Tan SILT, medium dense to dense, damp to moist (continued) SS 100 9 (54) 9 MC = 5.80% ML jj 21 4 SP 21.6 Gray poorly graded SAND, dense, damp Boring terminated at 21.5 feet below existing grade. No groundwater encountered during drilling. Boring backf+lled with bentonile. Bottom of hole of 21.5 feet Earth Solutions NW BORING NUMBER B-2 1805 - 136th Place N.E., Suite 201 PAGE 1 OF 2 Bellevue, Washington 98005 NEWTelephone: 425-449.4704 Fax: 425-449-4711 CLIENT Digital Fortress PROJECT NAME Jupiter 11 PROJECT NUMBER 0312.09 PROJECT LOCATION Tukwila Washington DATE STARTED 11/3/14 COMPLETED 11/3114 GROUND ELEVATION HOLE SIZE DRILLING CONTRACTOR Boretec GROUND WATER LEVELS: DRILLING METHOD HSA AT TIME OF DRILLING -- LOGGED BY HTW CHECKED BY HTW AT END OF DRILLING --- NOTES 3" Asphalt AFTER DRILLING -- o w �w` a o j o j TESTS N 0.0 MATERIAL DESCRIPTION O Qz w Uz (9 0 (3" Crushed Rock) Tan SILT, medium dense to dense, damp to moist a / SS 100 8-15-22 MC = 26.50% (37) Fines = 98 80% 5 -becomes gray _ SS 100 7(1�)0 MC = 26.90% SS 100 9-16-23 MC = 28.30% -oxide staining (39) 10 ML -becomes tan SS 100 10i40-26 MC = 25.10% _ 15 -becomes gray SS 100 7 (3- 6 MC = 30.80% 20 20.0 (Continued Next Page) Earth Solutions NW BORING NUMBER B-2 1805 - 1361h Place N.E., Suite 201 PAGE 2 OF 2 Bellevue, Washington 98005 Telephone; 425A49A704 Fax: 425-449A71 I CLIENT Digital Fortress PROJECT NAME Jupiter If PROJECT NUMBER 0312 09 PROJECT LOCATION Tukwila, Washington W o w X H D (6 U a © m p TESTS N O MATERIAL DESCRIPTION QZ W UZ D (9 20 Gray SILT, medium dense to dense, damp to moist SS 100 16`48'28 MC = 26.60% ML r 215 Boring terminated at 215 feet below existing grade. No groundwater encountered during drilling. Boring backtllied with bentonite. Bottom of hole at 21.6 feet a GRAIN SIZE DISTRIBUTION PROJECT NAME JunlDer 11 PROJECT LOCATION . . ....... U.S.SIEVE NUMBERS I HYDROMETER Earth Solutions NW 111111111110MIT11,71 605 - i36th Place N.L., Suite 201 MoonBellevue, WA 98005 Telephone: 426-284-3300 CLIENT Digital. .Fortress,. PROJECT NUMBER ES-312,09 U.S. SIEVE OPENING IN INCHES I Ir w z w aC 11 Specimen Identification D100 D60 D30 D10 %Gravel %Sand J,..-%Clay..-. 2 0.0 0.6 .%Silt- 99.4 16.0ft' 2 0.0 2.6 97.4 B-2 2.6ft. 2 0.0 1.2 .. ....... . . ....... 98.8 0 0 c l� r r 0 n c z D L ;r 8 s { c ; Qg IP P: I c f R a R g(y ]Q G g y it =a D r r f;� UI TR BLOCK, I,NC. s/- Project: Jupiter Il Location: Antenna Pad Designer: HTW Date: 11/25/2014 Section: Section 1 Design Method: AASHTO_2002 Design Unit: Ultrablock Seismic Acc: 0.200 UltraWall UltraWall 0.3 Build 14226 SOIL PARAMETERS T Coll y Retained Soil: 33 deg 100 psf 12.0 pcf Foundation Soil: 33 deg 100 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 12.29 ft Live Load: 0 psf Wall Batter/Tilt: 0.00/ 5.70 deg Live Load Offset: 0.00 ft Embedment: 1.00 ft Live Load Width: 100 ft Leveling Pad Depth: 0.50 ft Dead Load: 0 psf Slope Angle: 27.0 deg Dead Load Offset: 10.0 ft Slope Length: 10.0 ft Dead Load Width: 100 ft Slope Toe Offset: 1.0 ft Leveling Pad Width: 8.38 ft Vertical 6 on Single Depth RESULTS (Static / Seismic) FoS Sliding: 2.40 (Ivlpd) / 1.51 FoS Overturning: 2.83 / 1.50 Bearing: 2.138.97 / 4074.28 FoS Bearing: 9.54 / 5.01 Nano Elov ka kao Pa Pas Pir - Pac FSSI FoS OT siesFSsl FoS SeisOT 1X 9.78 0.365 0.569 131 204 113 131 100.00 1000 I 95.58 4.06 1X 7.34 0.365 0.570 524 818 226 524 i00.00 10.00 1 34.47 1.60 2X-2X 4.89 0.614 0.911 2116 3142 453 1188 1584 4.12 1 7.47 1.75 2X-2X 2.45 0 511 0.735 3080 4433 679 1433 9.46 2.83 4.75 1.26 1X-2X-2X 0.00 0,606 0.825 5883 8006 1018 1980 2 40f2 62) 288 1.51 f1.57J 1.50 OND W S�J/ yJ, I 10NA1 Note: Calculations are for Preliminary use only and should'" not be used for construction without the review of a qualified professional. UltraWall Page 4 r, UI rI_1 C. Project: Jupiter II Location: Antenna Pad Designer: HTW Date: 11/26/2014 Section: Section 1 Design Method: AASHTO_2002 Design Unit: Ultrablock Seismic Ace: 0.200 UltraWall UltraWall 0.3 Build 14226 SOIL PARAMETERS (P coh y Retained Soil: 33 deg 100 psf 120 pcf Foundation Soil: 33 deg 100 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 9.83 ft Live Load: 0 psf Wall Batter/Tilt: 0.00/ 5.70 deg Live Load Offset: 0.00 ft Embedment: 1.00 ft Live Load Width: 100 ft Leveling Pad Depth: 0.50 ft Dead Load: 0 psi Slope Angie: 27.0 deg Dead Load Offset: 10.0 ft Slope Length: 10.0 ft Dead Load Width: 100 ft Slope Toe Offset: 1.0 ft Leveling Pad Width: 5.92 ft Vertical 6 on Single Depth RESULTS (Static / Seismic) FoS Sliding: 2.63 (Ivlpd) / 1.45 FoS Overturning: 2.84 / 1.25 Bearing: 1698.65 / 4584.88 FoS Bearing: 10.11 / 3.75 Name Elev. ka " koe Pa Pao Pir - Pac FSsl FoS OT SiesF&I FoS SeisOT 1X 7.34 0.365 1 0.569 131 204 113 ( 131 100.00 10.00 95.66 4.07 1X 4.89 0.365 1 0.570 523 817 ; 2.26 I 523 � 100.00 1 10.00 34.49 1.61 2X-2X I 2.45 0.597 0.886 2058 3056 453 1171 15.99 4.15 7.52 1.73 2X--2X 0.00 0.499 1 0.720 E 3012 4340 679 1417 2.63(3.01) 2.84 1.45(1.57) 1.25 Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page I fp, UI QTRNC. Project: Jupiter II Location: Antenna Pad Designer: IATW Date: 11 /25/2014 Section: Section 1 Design Method: AASHTO_2002 Design Unit: Ultrablock Seismic Acc: 0.200 UltraWall UltraWall 0.3 Build 14226 SOIL PARAMETERS cp Coll y Retained Soil: 33 deg 100 psf 120 pcf Foundation Soil: 33 deg 100 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 7.38 ft Live Load: 0 psf Wall Batter/Tilt: 0.00/ 5.70 deg Live Load Offset: 0.00 ft Embedment: 1.00 ft Live Load Width: 100 it Leveling Pad Depth: 0.50 ft Dead Load: 0 psf Slope Angle: 27.0 deg Dead Load Offset: 10.0 ft Slope Length: 10.0 ft Dead Load Width: 100 ft Slope Toe Offset: 1.0 ft Leveling Pad Width: 5.92 ft Vertical 6 on Single Depth RESULTS (Static / Seismic) FoS Sliding: 3.12 (Ivlpd) / 1.64 FoS Overturning: 4,15 / 1.71 Bearing: 1131.92 / 1970.16 FoS Bearing: 15.74 / 9.04 j Name Elev. ka kae Pa Pao Pir - Pac F&I FOS OT siesFSsl FoS SeisOT iX 4.89 0.365 0.570 132 206 113 132 100.00 10.00 95.25 4.04 1X 2.45 0.365 0.570 525 820 226 525 Mom 10.00 34.44 1.60 j 2X-2X 0.00 0.580 0.862 2005 2977 453 1156 3.12f3,991 4.15 1.6411.89) 1.71 Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page c uwTR laLocl<, fig%. UltraWall UltraWall 0.3 Build 14226 Project: Jupiter If Location: Antenna Pad Designer: IITW Date: 11/26/2014 Section: Section 1 Design Method: AASI-ITO_2002 Design Unit: Ultrablock Seismic Acc: 0.200 SOIL PARAMETERS V Coll y Retained Soil: 33 deg 100 psf 120 pcf Foundation Soil: 33 deg 100 psf 120 pcf Leveling Pad: Crushed Stone GEOMETRY Design Height: 4.92 ft Wall Batter/Tilt: 0.00/ 5.70 deg . Embedment: 1.00 ft Leveling Pad Depth: 0.50 ft Slope Angle: 27.0 deg Slope Length: 10.0 ft Slope Toe Offset: 1.0 ft Vertical b on Single Depth RESULTS (Static / Seismic) FoS Sliding: 100.00 (fnd) / 2 49 Bearing: 639.36 / 1205.55 Live Load: 0 psf Live Load Offset: 0,00 ft Live Load Width: 100 ft Dead Load: 0 psf Dead Load Offset: 10.0 ft Dead Load Width: 100 ft Leveling Pad Width: 3.46 ft FoS Overturning: 10.00 / 1.60 FoS Bearing: 23.16 / 12,28 Name Elev ka Me I Pa Pao Pit Pac FSsI t FoS OT 1X 2.45 i 0.365 ' 0 570 131 i 205 ! 113 131 100.00 i 10.00 1X 000 0.365 0.570 525 819 226 525 100.00(100A01 '• 10.00 1 i siesF_Ssl FoS SeisOT 95.33 4.05 2.4913.511 1.60 Note: Calculations are for Preliminary use only and should not be used for construction without the review of a qualified professional. UltraWall Page J , Revision 2 May 22, 2014 a dwisiun of CAI IAtd Ud lAughes Jupiter 2 Gateway RF Terminal Facility Requirements Document 131721 CDRL No. 6 Prepared by: Lead Hardware Designer J. Franz Approved by Lead Systems Engineer D. Stensrud Approved by Project Manager S. Frattinger 18 Innovation Blvd., P.O. Box 1464 Saskatoon, Saskatchewan CANADA S71K 3P7 Tel: (306) 931-3425 Fax: (306) 933-1406 YAm.sedsystems.ca Contents i Contents Page 1.0 Introduction.....................................................................................................................1-1 1.1 Identification.................................................................................................... ... 1-1 1.2 Scope..........................................................................................................................1-1 1.3 Applicable Documents... ............................................................................................ 1-1 1.4 General....................................................................................................................... 1-1 1.5 Overall Site Layout Assumptions.............................................................................. 1-2 1.6 Duration of Activities................................................................................................ 1-4 1.7 Customer Responsibilities......................................................................................... 1-4 1.8 Version History .......................................................................................................... 1-5 2.0 Antenna Foundation, Lifting, and Installation Space Requirements ........................... 2-1 2.1 General....................................................................................................................... 2-1 2.2 Antenna Pad Layout...................................................................................I.......I...I...2-1 2.3 Foundation Design..................................................................................................... 2-1 2.4 Lifting Equipment...................................................................................................... 2-1 2.5 Installation Space....................................................................................................... 2-1 3.0 Cableways and Openings............................................................................................... 3-1 3.1 Indoor Cableway Requirements........................................................................„....... 3-1 3.2 Outdoor Cableway Requirements.............................................................................. 3-1 3.3 Shelter Penetrations................................................................................................... 3-1 4.0 Environmental Requirements.........................................................................................4-1 4.1 Air Conditioning Requirements................................................................................. 4-1 Hughes Jupiter 2 Gateway RIFT Facility Requirements Document 131721(2) SED Systems I . r ii Contents Contents (Cont'd) Page 5.0 AC Power and Grounding Requirements.......................................................................5.1 5.1 General AC Power Requirements.............................................................................. 5-1 5.2 Indoor AC Power Requirements................................................................................ 5-1 5.3 Antenna AC Power Requirements............................................................................. 5-1 5.4 Grounding Requirements........................................................................................... 5-1 6.0 Satellite Access and Cooperating Earth Station Requirements...................................6.1 6.1 Satellite Access.......................................................................................................... 6-1 6.2 Cooperating Earth Station.......................................................................................... 6-1 6.3 Antenna Test Schedule............................................................... 6-2 Attachments 1 Foundation Specifications — 5.6 Meter Antenna 2 Foundation Specifications — 8.1 Meter Antenna 131721(2) Hughes Jupiter 2 Gateway RFT Facility Requirements Document SED Systems I . 6 Contents Figures Page 1-1 Typical Overall Site Layout (for Reference Only).......................................................... 1-3 5-1 RFT AC Requirements - 5.6m Antenna.......................................................................... 5-3 5-2 RFT AC Requirements 8.1 m Antenna.......................................................................... 5-4 Tables Page 1-1 Site Activity Durations....................................................................................................1-4 1-2 Customer Responsibilities............................................................................................... 1-4 3-1 IFL Cable Description...................................................................................................... 3-1 Hughes Jupiter 2 Gateway RFT Facility Requirements Document 131721(2) SED Systems t. k s m n n P a a, +1g �j m „ �E m PRO m a p>-i 10 I rmG� A� -pi�� � plyQ„ u a€ OR gg mp�C 'e o §° Nyy w o {Af U. �°b !^ O>M B6,A it. 60 �s0 m CSCol Iy-I Ij CCRpyp 0 zmy�by IzmnA N4p�mf f A Cnvp mnp p2 pAQp( g�rp C�m Z.3 '+ O7 n }E->�n> yy� , m0> tpm0y A' `i0+OS `m W. 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Hughes Jupiter 2 Gateway RIFT Facility Requirements Document 131721(3) SED Systems PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0164 DATE: 06/29/15 PROJECT NAME: SABEY - DIGITAL FORTRESS SITE ADDRESS: 12101 TUKWILA INTERNATIOANL BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #_ DEPARTMENTS: Building Division Public Works 4 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # after Permit Issued 4tAA ill/A --7-4 r V I +P 3� 5 Fire Prevention Planning Division Structural ❑ Permit Coordinator 11 DATE: 06/30/15 Structural Review Required ❑ DATE: DUE DATE: 07/28/15 Approved with Conditions N Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 SABEY CONSTRUCTION INC Page 1 of 2 Home Inicio en Espanol Contact Safety Washington State Department of Labor & Industries SABEY CONSTRUCTION INC Search L&I,;�;,I `aJ A -'!.Index Help My Secure 1,&-1 Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 12201 TUKWILA INT'L BLVD 4TH FLOOR Principals SEATTLE, WA 98168-5121 SABEY, DAVID ARTHUR, PRESIDENT 206-281-4200 KING County SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01 /19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No. Business type 601 532 164 Corporation Governing persons DAVI D A SABEY JOHN D SABEY; PATRICIA SEWELL; SABEY CORPORATION; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................... Meets current requirements. License specialties GENERAL License no. SABEYC1033KM Effective — expiration 05/14/1997— 01/12/2017 Bond ............ HARTFORD FIRE INSURANCE CO $12,000.00 Bond account no. 52BSBC03983 Received by L&I Effective date 12/20/2004 12/31/2004 Expiration date Until Canceled Insurance .................... . National Fire Ins of Hartford $1,000,000.00 Policy no. 2094061165 Received by L&I Effective date 10/30/2014 11/01/2012 Expiration date https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCIO33KM&SAW= 8/10/2015 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy - of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal, of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Da By: PLANNING APPROVED 0 — No changes *can be made. to these plans without approval fmm thq Planning Division d DCD GRAPHIC SIMULATION OF ANTENNA GRAPHIC SIMULATION OF ANTENNA SCALE: NTS SCALE: NTS NOTE: DISH LOCATION SHOWN FOR GRAPHIC PURPOSES ONLY NOTE: DISH LOCATION SHOWN FOR GRAPHIC PURPOSES ONLY FINAL ANTENNA DISH ANGLE TO BE DETERMINED DURING INSTALLATION FINAL ANTENNA DISH ANGLE TO BE DETERMINED DURING INSTALLATION /* - — — -------- ------ - - ---- Z2 6, IM 6, Zq ...... ---- - ----- x, SEPARATE PERMIT REQUIRED FOR: WAV-Manim U, Electrical Rmbing �Gpas Piping CRY of Tukwila LE211jIN n3l DIVISION J KDWSALASO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle,, WA 98125 p. 206.547.1940 1 f. 206,547,8212 www.kdw.net 10, �d 17, Data Centers A REV I DESCRIPTION ------------- — — — — — --- ......... U L 1 4 1 U I 6590 \REGIS E D L - i i : 1 i 1 1 ........... L .............. :-JI i I\ARCH E T IT €11 it i i -7-1- - - -7 7 FT i 7 1 W U VV �N 771- 7 . . ...... . .. .... ...... UILDING DIVISSION BRENDA MAEROSS ... ..... . ...... . .... ZL.. STATE OF WASHINGTON INTERNAL PROJECT NO: 150892 I L "k- HIZVIbIONS L 1-L1-1 J; ---J--L I I -i T -F 3 NO GhaMB89 Btrell be ��de . ...... . ............ .. ........... . ............. . ............. ---- - ---- ............. ............. ........ .... ............. ............. ............. . ......... ......... ------- --- . ..... .. . - - — — ------ - / - 'n talho 90000 H - - - - ------ at Work"Witwat Pri proval of a OrLp -77 ing TU 77 F 7-T-7 i-1 nm 7,ca ....................... IJ +; .................... .................................................. .................... ............ ..................................................... IJUN 3 0 2015 PROJECT NO: ...... -ESIGNED --......... . .. DBY: BR TuwtVRLA, ............................F................. .......DRAWN BY:J.................................. ....................................................................................... BY: BR ..CHECKED ..................................................................................... ISSUE DATE: 06/15/2015 RECEIVED CITY OF TUKWILA SHEETTITLE JUN 2 9.2015 COVER SHEET ,01VIIT CENTER DATE LOCATION PLAN SCALE: NTS SHEET NUMBER G-0.0 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW LION. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. SYMBOLS ELEVATION REFERENCE SYMBOL INDICATES FINISHED SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR L A.06.XX R SHEET NO. DETAIL IDENTIFICATION - D DRAWING TITLE T GRAPHICAL SCALE ��° ' 2 3 (DITIMTL�E SECTION REFERENCE SYMBOL DTL FLOOR ELEVATION SYMBOLS L SHT +1'-0" NOMINAL FLOOR ELEVATION u•; HEIGHT (ABOVE/BELOW) r DETAIL REFERENCE SYMBOL BUILDING SPACE / ROOM ID DTL OFFICE -®- SPACE NAME SHT 17SPACE NUMBER I DOOR SYMBOL COLUMN AND/OR GRID LINE SYMBOL Q DIMENSION LINE: 00 A }... 20' _ 01, � DOCUMENT SHEET SYMBOL KEYED SHEET NOTES L ANGLE G1 -o GLAZING SYMBOL r: OQ AT cE CENTERLINE �j -® REVISION NUMBER r ARCH /INTERIOR ABBREVIATIONS ADJ -ADJUSTABLE AFF -ABOVE FINISH FLOOR ALT -ALTERNATE ALUM -ALUMINUM APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH -ARCHITECTURAL ACT -ACOUSTICAL CEILING TILE AV -AUDIOVISUAL BLDG - BUILDING BOT -BOTTOM CAB - CABINET CL CENTER LINE CLG CEILING CLR -CLEAR COL -COLUMN CONC- CONCRETE CONF -CONFERENCE DEMO - DEMOLITION OR DEMOLISH DEPT -DEPARTMENT DF - DRINKING FOUNTAIN DIA - DIAMETER DIFF DIFFUSER DIM DIMENSION DTL DETAIL DW DISHWASHER DWG DRAWING EA -EACH EL - ELEVATOR ELEC - ELECTRICAL ELEV - ELEVATION EQ -EQUAL EQUIP- EQUIPMENT EXT EXTERIOR FA FIRE ALARM FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIFE FINISH FLOOR ELEVATION FIN - FINISH FLUOR -FLUORESCENT FLR FLOOR FO FACE OF FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FTIC - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR FURR FURRING GA -GAUGE GC - GENERAL CONTRACTOR GL -GLASS GWB GYPSUM WALLBOARD HC HANDICAPPED HDW -HARDWARE HM - HOLLOW METAL (STEEL FRAME) HR -HOUR INCL - INCLUDING OR INCLUDED INFO INFORMATION INSUL INSULATION LAV -LAVATORY LF - LINEAR FOOT MATL - MATERIAL MAX - MAXIMUM MDF - MEDIUM DENSITY FIBERBOARD MECH - MECHANICAL MEZZ -MEZZANINE MFR -MANUFACTURER MIN - MINIMUM MISC MISCELLANEOUS MTD -MOUNTED MTL METAL N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OFF OFFICE OPNG - OPENING OVHD -OVERHEAD P PAINT PART - PARTITION PERF -PERFORATED PERIM- PERIMETER PERP -PERPENDICULAR PLAM - PLASTIC LAMINATE PLYWD PLYWOOD QTY QUANTITY (R) -RELOCATED RA - RETURN AIR RCP REFLECTED CEILING PLAN REC -RECESSED REF -REFERENCE REFR -REFRIGERATOR REL -RELOCATE REV - REVISION OR REVISED RM -ROOM RO - ROUGH OPENING RTD -RATED SCHED -SCHEDULE SF - SQUARE FEET/FOOT SHT -SHEET SIM SIMILAR SPEC SPECIFICATION SPKLR SPRINKLER SPKR -SPEAKER SQ -SQUARE STD -STANDARD STL -STEEL STOR -STORAGE STRL -STRUCTURAL STRUC -STRUCTURAL SYMM - SYMMETRICAL TBD -TO BE DETERMINED TEL - TELEPHONE OR TELECOM TEMP -TEMPERED THK -THICKNESS TO -TOP OF TOS - TOP OF SLAB TYP -TYPICAL LION - UNLESS OTHERWISE NOTED UPS - UNINTERRUPTED POWER SUPPLY VCT - VINYL COMPOSITE TILE VIF -VERIFY IN FIELD W/ WITH WC WATER CLOSET WD WOOD W/0 - WITHOUT DEFINITIONS AND DIMENSIONS A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. PROJECT TEAM DRAWING INDEX TENANT: GENERAL CONTRACTOR: G-0.0 COVER SHEET DIGITAL FORTRESS SABEY CONSTRUCTION G-0.1 PROJECT INFORMATION 12101 TUKWILA INT'L BLVD. #440 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 SEATTLE, WA 98168 C-1.0 CIVIL SITE PLAN Tel: 206.281.8700 Fax: 206.281.0920 ARCHITECT/DESIGNER: ATTN: ROD BUTLER C-2,0 RETAINING WALL KDW SALAS O'BRIEN WA License: SABEYC1033KM 10202 5TH AVE NE, SUITE 300 SEATTLE, WA 98125 GEOTECHNICAL ENGINEER: S-1 8.1 M ANTENNA FOUNDATION Tel: 206.547.1940 EARTH SOLUTIONS NW Fax: 206.547.8212 ATTN: BRENDA ROSS CIVIL: A-1.0 BUILDING SECTION AND DETAILS ESM CONSULTING ENGINEERS BUILDING MANAGER: E-0.01 LEGENDS ABBREVIATIONS & DRAWING INDEX SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. ELECTRICAL ENGINEER: SEQUOYAH E-0.10 POWER ONE -LINE RISER DIAGRAM FOURTH FLOOR 15135 NE 92ND STREET E-0.11 POWER ONE -LINE RISER DIAGRAM - FEEDER SCHEDULE SEATTLE, WA 98168 REDMOND, WA98052 E-0.12 HUGHES 8.1 METER ANTENNA CONDUIT POINT TO POINT SCHEDULE Tel: 206.281.8700 ATTN: KEN STICKLEY 425,814.6000 ATTN: E-0.20 LOAD CALCULATIONS E-0.30 PANEL SCHEDULES OWNER: E-0.31 PANEL SCHEDULES INTERNATIONAL GATEWAY WEST LLC E-1.00 SITE PLAN 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR E-1.01 ENLARGED SITE PLAN SEATTLE, WA 98168 E-2.00 LEVEL P-2 POWER FLOOR PLAN Tel: 206.281.8700 E-2.01 LEVEL P-1 POWER FLOOR PLAN E-2.02 LEVEL 1 POWER FLOOR PLAN E-2.03 LEVEL 2 POWER FLOOR PLAN E-2.04 LEVEL-3 POWER FLOOR PLAN E-2.05 LEVEL 4 POWER FLOOR PLAN E-2.06 ENLARGED POWER PLAN - LEVEL 4 SOUTH E-3.00 LEVEL 4 GROUNDING FLOOR PLAN E-4.00 SURGE ARRESTOR ENCLOSURE CONDUIT LAYOUT �.I : l I _ m BUILDING SUMMARY THE INSTALLATION OF A NEW JUPITER II ANTENNA ON AN EXISTING BUILDING SITE. CIVIL AND ELECTRICAL MODIFICATIONS ASSOCIATED WITH THE INSTALLATION INCLUDING SITE MODIFICATIONS TO ACCOMMODATE A NEW RETAINING WALL AND CONCRETE PAD FOR THE ANTENNA. BUILDING PENETRATION TO ACCOMMODATE 4" ELECTRICAL CONDUIT. • � r a-- i� -_y i Y, ........ .>.r..�......l�..v..�l..�..�vI.KC. .. Y!)..?iSr:.�Y. �:i.-w ....�... _._�_. ''Y_.�i J � 1 f % � 1•-•t-1-� ......................................... ...............,...... ,.........� .................... - ...................... LEGAL DESCRIPTION / PARCEL NUMBER PARCEL NUMBER: 0923049309 LEGAL DESCRIPTION: PARCEL C COMMENCING AT A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., THAT IS SOUTH 89°16'35" EAST, 100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 24013'53" EAST, 567.42 FEET TO THE TRUE POINT OF BEGINNING THENCE NORTH 66035'01" EAST, 120.47 FEET; THENCE NORTH 20°23'23" WEST, 27.58 FEET; THENCE NORTH 65032-34" EAST, 165.00 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO.1 (SR 99) SOUTH 118TH STREET TO JCT SSH NO.1-K APPROVED JULY 23,1957; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 24°27'26" EAST, 110.84 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 65032'34" EAST, 10.00 FEET THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 24027'26" EAST, 200.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 65"32'34" EAST, 20.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 24"27'26" EAST, 126.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE, ALONG THE ARC OF A 2,805.00 FOOT RADIUS NON -TANGENT CURVE TO THE RIGHT (THE CENTER OF WHICH BEARS SOUTH 65°32'34" WEST), THROUGH A CENTRAL ANGLE OF 0°12'18", A DISTANCE OF 10.03 FEET; THENCE SOUTH 65030'25" WEST, 199.33 FEET; THENCE SOUTH 22°47'01" WEST, 21.44 FEET; THENCE SOUTH 63032-48" WEST, 62.13 FEET; THENCE SOUTH 65046'07" WEST, 58.17 FEET; THENCE NORTH 24'13-53" WEST, 402.19 FEET THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS NEW LOT C, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L98-0033, RECORDED UNDER RECORDING NO.9810059013, RECORDS OF KING COUNTY, WASHINGTON) RECEIVED CITY OF TUKWILA JUN 2 9 2015 PERMIT CENTER r r - - , AREA OF WORK i CODE COMPL_[ANCE T f ^I T1 i 1 T i City of Tulkwila Q REV l DESCRIPTION STAMP 6590 REGI TER ARAH E( STATE OF WASHINGTON INTERNAL PROJECT NO: 150892 PROJECT NO: DESIGNED BY: BR DRAWN BY: JF CHECKED BY: BR ................................................................................. ISSUE DATE: 06/15/2015 DATE SHEET TITLE PROJECT INFORMATION NUMBER G-0.1 z 0 a U 0 W U_ EE U m W 0 W N 0 W U_ 0 0 LOCATION MAP Scale: 1" = 80' I ........ ........ . .... I ... . ... ... . ... ...... ..... ......... ......... . . .......... .......... TYPICAL SECTION NTS NOTE: DISH LOCATION SHOWN FOR GRAPHIC PURPOSES ONLY FINAL ANTENNA DISH ANGLE TO BE DETERMINED DURING INSTALLATION ILU.J Ivr I vvivunlIVIN }2g.,.g....FS....—.WALK... ....... ._ ........... ....... ._ .. . HP —FL ..................... ..................... 1 1)n 9 cr_ _... .............. GB 129.3 TOE _......._.........._.... ........................ . 4a BEGIN ............ F:.....1'2"0... SD-.....®...S=6.50% ....... _..... ..... ..................... \ (128.8) FS MA TCH EX. 128.9 TOP FOUNDATION 128.9 FS -WALK PLAN VIEW HUGHES TECHNOLOGY SYSTEMS JUPITER II 8.1 METER ANTENNA 1 LENGTH 24" 0 CORRUGATED METAL PIPE nicurn ';AST %TE )UT 1 12" 24" �.11 RETE BOTTOM TO BE POURED IN PLACE BY CONTRACTOR YARD D RAI N NTS CONSTRUCTION NOTES & QUANTITIES INSTALL HUGHES NETWORK SYSTEMS - JUPITER It ANTENNA PER SEPARATE PLAN _—_ _ __— ---- 1 EA (2) CONSTRUCT ANTENNA FOUNDATION PER DETAIL 12/82 OF MARTIN & MARTIN STRUCTURAL PLANS ----------- 1728 SF 03 CONSTRUCT 314" GRAVEL 3" DEEP OVER WEED BARRIER__ -------- 790 SF ® INSTALL 8' HIGH SECURITY FENCING WITH 4'WIDE HORIZ. ROLLING GATE- _______-------- 180 LF FENCING TO MEET PROPERTY MGMT REQUIREMENTS FOR CLADDING AND/OR LANDSCAPING 4a INSTALL 6' HIGH SECURITY FENCING - TRANSITION FROM 8' TO 6' AT WALL ANGLE_____ -------- 180 LF © CONSTRUCT DRAINAGE SWALE 3' WIDE BY 1' DEEP LINED WITH HYDROSEED----- -------- 80 LF INSTALL 2.5'x2.5'x2.5' and 2.5'X2.5'X5' ULTRA -BLOCK WALL SYSTEM ------- 975 SF CONDUIT PER SEQOUYAH ELECTRICAL INSTALLATION PLANS ---- -------- NIA ® INSTALL 12" PVC STORM DRAIN PIPE W/REBAR DEBRI GUARD ---- -------- 85 LF ( CONSTRUCT 3' WIDE BY 4" THICK CONCRETE WALK FLUSH W/TOP OF CONC. ANTENNA FOUNDATION __-- ---- 235 SF INSTALL 6"(MIN) LEAN CONCRETE MIX PER DETAIL 12/S2 OR MARTIN & MARTIN STRUCTURAL PLANS ---- _--- 288 SF 11 INSTALL 12' HIGH LIGHT STANDARD (SECURITY CAMERA BY OTHERS )__------- 2 EA SAWCUT AND REMOVE AC PAVEMENT AND CONC. SIDEWALK ___--- ------ —160 SF t APPLY STRIPING AS SHOWN ON PLANS____-------85 --------------------------- SF 1® REMOVE AND REPLACE 40 SF OF A.C. PVMT SWALE----- -------- ------ 35 SF t15 CORE EXISTING MANHOLE AND CONNECT 12" PVC______________ 1 EA CONSTRUCT CONCRETE BARRIER 6"WIDTH BY 12" DEPTH__________--------60 LF DEMOLITION NOTES QA REMOVE 865 SF OF EXISTING AC PAVEMENT © REMOVE 48 LF OF EXIST. CONCRETE CURB AND CULVERT EARTHWORK CUT = 260 CUBIC YARDS FILL = 120 CUBIC YARDS EXPORT = 140 CUBIC YARDS NOTE 1 - ECOBLOCK OVER EXCAVATION, WALL DRAIN AND GEOGRID LOCATION PER SOILS ENGINEERS RECOMMENDATIONS ABBREVIATIONS EX. EXISTING GROUND FG FINISHED GROUND FL FLOW LINE FS FINISHED SURFACE Y. D. YARD DRAIN REVIEWED FOR CODE COMPLIANCE APPROVED 1JUL 14 2015 City ®f Tukwila SUILDINC DIVISICi�I These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac,- of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field inspection by -_ the Public Works utilities inspector. Date: �7 + By. !,RECEIVED CITY OF TUKWILA JUN 2 9 2015 PERMIT CSWER 33400 8th Ave S, Suite 205 I ® I I I Federal Way, WA 98003 www.esmcivil.com FEDERAL WAY (253) 838-6113 EVERETT (425) 297-9900 Civil Engineering I Land Surveying I Land Planning Public Works (Project Management I Landscape Arch. �n A REV I DESCRIPTION STAMP INTERNAL PROJECT NO: 150892 PROJECT NO: 262-034-009 DESIGNED BY: LGB DRAWN BY: CR CHECKED BY: ISSUE DATE: 06/15/2015 SHEET TITLE SHEET NUMBER J 00 J Q Z 00 O (D d� W Z Q J Q J � Vf— Z) O N SITE PLAN C - 1.0 DATE SPECIFICATIONS GENERAL A. Work shall consist of furnishing and construction of a Ultra Block Retaining Wall System or equal in accordance with these specifications and in reasonably close conformity with the lines, grades, and dimensions shown on the plans. B. Work includes preparing foundation soil, furnishing and installing leveling pads, drainage fill and backfill to the lines and grades shown on the construction drawings. SUBMITTALS A. Contractor shall submit to the Geotechncial Engineer a Manufacturer's Certification, prior to start of work, that the retaining wall system components meet the requirements of this specification and the structure design. QUALITY ASSURANCE A. Contractor, other than owner, shall demonstrate prior experience on projects of similar size and magnitude where the specific retaining wall system has been constructed successfully. Contact names and telephone numbers shall be listed for each project. B. Owner shall provide soil testing and quality assurance inspection on a full-time basis during earthwork and wall construction operations. Owner's quality assurance program does not relieve the contractor of responsibility for wall performance. DELIVERY, STORAGE AND HANDLING proper type, A. Contractor shall check all materials upon delivery to assure that the p p er yp , grade, color, and certification has been received. B. Contractor shall protect all materials from damage due to job site conditions and in accordance with manufacturer's recommendations. Damaged materials shall not be incorporated into the work. PRODUCTS DEFINITIONS A. Block: a concrete retaining wall element, wet cast form Portland Cement, water, and aggregates, with dimensions of 2.46'H x 4.92'W x 2.46'D. B. Drainage Fill: drainage aggregate which is placed immediately behind the modular concrete units. (2" Clean Crushed Rock) BLOCK RETAINING WALL UNITS A. Block Units shall conform to the following architectural requirement: Bond Configuration: running with bonds nominally located at midpoint vertically adjacent units, in both straight and curved alignments. B. Block materials shall conform to the requirements of Standard Specifications for Ultra Block Wall Units. C. Block Units shall conform to the following structural and geometric requirements measured in accordance with appropriate references: minimum compressive strength = 2,200 psi (28 - day) absorption = 6% (max.) for standard weight aggregates unit size = 25H x 5.0'W x 2.5'D minimum unit weight = 4,320 lbs./unit (approximate) BASE LEVELING PAD MATERIAL A. Materials shall consist of five -eighths inch minus crushed rock compacted to 95 percent and placed as shown on the construction drawings. AS -BUILT CONSTRUCTION TOLERANCES A. Vertical Alignment: +1.5" over any 10' distance ' 2 degrees of de sign n batter B. Wall Batter: within g g r over an 1 C. Horizontal Alignment: 1.5r y 0r distance Corners, bends, curves +1 ft. to theoretical location D. Maximum horizontal gap between erected units shall be 1/2 inch FIELD QUALITY CONTROL A. The wall construction shall be observed by the Geotechnical Engineer on a full-time basis. Testing of the compacted backfill shall be performed by the Geotechnical Engineer. B. As a minimum, quality assurance should include foundation soil inspection, soil and backfill testing, verification of design parameters, and observation of construction for general compliance with design drawings and specifications. DRAINAGE FILL A. Drainage Fill shall consist of 2" Clean Crushed Rock. BASE LEVELING PAD A. Leveling Pad Material shall consist of a minimum of 6" of 5/8" Minus Crushed Rock. B. Subgrade Soil below Leveling Pad Materials shall be compacted to a minimum of 95% Modified Proctor Density per ASTM D-1557. C. Leveling Pad shall be prepared to insure full contact to the base surface of the Concrete Ultra Block Units. ULTRA BLOCK UNIT INSTALLATION A. First course of Ultra Blocks shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. B. Place the front units side -by -side. Gaps shall be minimized between adjacent units. Layout of corners and curves shall be in accordance with manufacturer's recommendations and installation guidelines. C. Place and compact Drainage Fill behind Ultra Block Units. Follow wall erection and drainage fill closely with block placement. Place geogrid as shown on plans. Compact reinforced backfill to 95% (12" max. lifts). D. Maximum stacked vertical height of Ultra Block Wall Units, prior to unit Drainage Fill and backfill placement and compaction, shall not exceed two courses (5 feet). Approximate Connection Key Tw 4 92 t%lr%f— Vlr\A/ 2.46' 2.46' I_ ►I 2.46' :2.46 END VIEW ULTRA BLOCK UNIT DETAIL NOT - TO - SCALE Ultra Block 2 2.46'H x 4.92'W x 2.46'D 1 (Typical) — • •pQoo'p t' II •.o a o: b:• ..°o.tlo. o, b b'• •b' .b •`�6 — Wall Height w • t. • Odo. o .9 •. o p•.o t III — — H - 7.5 max. 0 b• •.. o: q° p. t• •�':° �:: �o 2" Clean Crushed 10 o .o °° "0 ' 4d Y.o o: o ' r o • ..o'ettlab Rock 18" min. b::q b ' "' O o0%U d f-18rr / .o • tl .......... 2 / °::%.::%.: ,.<°<�,,,, ..0 / 6" Perforated / 1 / ..•...♦...♦.:.♦: ,P:9•^:<.,y♦.. 12" min. PVC Pipe p / / 6" Crushed Rock * For sloped toe condition, minimum Leveling Pad embedment shall be 18" 5/8" Minus 7.5' ULTRA BLOCK GRAVITY WALL NOT - TO - SCALE C C) .F I: ICU i W CU U �C O :3 m Ultra Block L_ 2.46'H x 4.92'W x 2.46'D (Typical) 2 18" 1 �_ —III Wall Height H = 5' max. 10 18" min.* ' 'b ; .. • 2° Clean Crushed Rock Ibq gib: .T— I G / 0 0 n n '•9 d'• e ♦..� : u o. 1 �/ •P%:•:�:., Y,a°a;a,� 6" Perforated 12" min. PVC Pipe 6" Crus ed Rock Leveling Pad * For sloped toe condition, minimum 5/8" Minus embedment shall be 18" 5' ULTRA BLOCK GRAVITY WALL Wall Height H=10'max. 2 / / 1 / / / 6" Crushed Rock * For sloped toe condition, minimum Leveling Pad 5/8"Minus embedment shall be 18" NOT - TO - SCALE Ultra Block 2.46'H x 4.92'W x 2.46'D (Typical) 1 10 18" min.* 2 -II tl •. o• e � ero.°o•b'.btro•' 'p ob'o to °o q',' •�p'.o• `:: v°. o,•o t .o, . '.00t rov;';'.'4::.bd� sb�;8.o .o'o:: os•:o.o .� •o 0 0 0 •9 .o 0 00 b o °Ye,•°tr�0•�. b.�• •p• 0•0 •:0:. • •o .Oo•9 b:.. . 12" min. 2" Clean Crushed Rock 18" 6" Perforated PVC Pipe 10.0" ULTRA BLOCK GRAVITY WALL NOT - TO - SCALE REVIEWED FOR :CODE COMPLIANCE APPROVED 'JUL 14 2015 CA c 0 N a) O 0 .N (0 0 O N m co p o �2 0 N 0 co 0 RECEIVED CITY OF TUKWILA JUN 2 9 2015 tarn ��ra�u�!s� pro. Y Data Centers Q REV I DESCRIPTION STAMP INTERNAL PROJECT NO: 150892 ................................................................................. PROJECT NO: ................................................................................. DESIGNED BY: BR ................................................................................. DRAWN BY: JF ................................................................................ CHECKED BY: BR ...............................................................................: ISSUE DATE: 06/15/2015 SHEET TITLE RETAINING WALL SHEET NUMBER 11JAV I City Of Tukwila 13UILDING DIVISION 92 PERMIT CENTER C-2.0 SEAL Lu co DESIGN CRITERIA z ANTENNA NOTES _ Ne 1. GOVERNING BUILDING CODE: INTERNATIONAL BUILDING CODE 2012. 9 2. WIND LOADS PER IBC 2012 GOVERN OVER SEISMIC LOADS FOR ANTENNA FOUNDATION DESIGN, 1. ANTENNA FOUNDATION REINFORCING SHALL BE ACCURATELY WIRED TOGETHER INFORMS SO AS TO BE ANTENNA FOUNDATION DESIGN WIND LOADS BASED ON OWNER VOLUNTARY UPGRADE FOR WIND SPEED SECURELY HELD IN PLACE AND NOT DISPLACE THE ANCHOR BOLTS OR EMBED PLATES FROM THEIR REQUIRED o AND EXPOSURE. POSITION. A. WIND IMPORTANCE FACTOR, IW: 1.0 0 m B. BASIC WIND SPEED (3-SECOND GUST WIND SPEED): 142 MPH (SERVICE LEVEL WIND SPEED) 2. ANTENNA ANCHOR BOLTS (BY ANTENNA SUPPLIER) SHALL BE PLUMB AND LOCATED WITHIN 1/8" OF TRUE a' �C. EXPOSURE CATEGORY: C i POSITION AND SHALL BE CONFIRMED BY ANTENNA SUPPLIER PRIOR TO ANTENNA PLACEMENT AND DOCUMENTED F----------------------------------------------------------------------------------------------- ----- CD AT TIME OF CONSTRUCTION. i FOUNDATION ENGINEER Lo GE ERAL NOTES 3. ADDITIONAL REQUIREMENTS: i i z ui v A. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY VIBRATION DURING PLACEMENT WITH i i h W o p SECTION 1- GENERAL REQUIREMENTS CARE TAKEN NOT TO DISTURB ALIGNMENT OF ANCHOR BOLTS OR EMBED PLATES. i r1Ki d - 0 B. CONCRETE MUST CURE FOR AT LEAST 14 DAYS PRIOR TO SETTING ANTENNA OR TIGHTENING THE i \ �1� / i z o i„ (D 1.1 THESE NOTES SERVE AS THE PROJECT SPECIFICATIONS. ANCHOR BOLTS. I I o U 1.2 UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES, AND NOTIFY ENGINEER OF EXISTING UTILITIES 4. REFERENCE DATUM ELEVATION PER CIVIL DRAWINGS. REFER TO SITE DRAWINGS FOR ACTUAL ELEVATIONS. ' �,' ' z OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK. I ~ J °o 0 5. ANTENNA FOUNDATION IS DESIGNED IN ACCORDANCE WITH LOADING REQUIREMENTS SET FORTH IN i •'\�' •,/'' i Q 2 g a 1.3 SUBMITTALS AND SUBSTITUTIONS: DRAWINGS PREPARED BYASC-SIGNAL, INC, DRAWING 7579312, REVISION'E', DATED 6/05/09. 991"911 q w z I I CV Z i i I w A. SUBMIT THE FOLLOWING FOR REVIEW: i g6° 36° i 'a 1. CONCRETE MIX DESIGNS (PER ACI-301) I i a o 2. ANTENNA FOUNDATION REINFORCING SHOP DRAWINGS. `° B. ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. I I o m C. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT ' ^ m DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ' �� I c z ENGINEER FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR i 100'-0" / 1 DESIGNING THE REPAIR. i 2 3 SLOPE TO 3" SLOPE TO _ 1.4 COORDINATION: EDGE -TYP EDGE -TYP Q) oo �� i N W O � A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN KEYNOTES BOLTS E J � CONJUNCTION WITH CIVIL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR , (15) ANCHOR 0 S Q I � m SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND ' SPACED ON 48.92" z cc WORK. 0 CENTERLINE BOLT GROUP ALIGNS WITH CENTERLINE OF ANTENNA FOUNDATION. / DIAMETER BOLT CIRCLE O Q ANCHOR BOLTS AND TEMPLATE, RE: DTL 6/S1. 0 ' 31-0" J� 1.5 STATEMENT OF SPECIAL INSPECTION: I ° 0 VERIFY ANTENNA CENTERLINE HEADING RELATIVE TO TRUE NORTH WITH ARCHITECT AND SITE PLAN ; /' 48° �`�' ; Q) IN ACCORDANCE WITH IBC 2012-SECTION 1704, THE OWNER SHALL EMPLOY A REGISTERED SPECIAL I I INSPECTOR TO COMPLETE THE FOLLOWING VERIFICATIONS AND SPECIAL INSPECTIONS. DURATIONS OF PRIOR TO FORMING ANTENNA FOUNDATION. , 2 I / � TYP i 4 � ® � THE REQUIRED VERIFICATIONS AND SPECIAL INSPECTIONS ARE TO BE COMPLETED ON A PERIODIC OR 3/4" CHAMFER. • CONTINUOUS BASIS AS DEFINED BY THE APPLICABLE IBC TABLE CITED BELOW. I ' Z uj SOILS: TABLE 1704.7, ITEMS 1 THRU 5. CONCRETE: TABLE 1704.4, ITEMS 1, 3 AND 6. 0 LEAN CONCRETE FROST MAT, RE:121S1 I Q I © BACKFILL FOUNDATION ON ALL SIDES & COMPACT TO 95% DENSITY PER ASTM-D698 BY MEANS OF SECTION 2 -FOUNDATIONS MECHANICAL TAMPERS OR ROLLING EQUIPMENT. 12 !-- TYP s1 I I �- 2.1 DESIGN CRITERIA: 0 PREPARE FOUNDATION SUB -GRADE AS DIRECTED BY THE ON -SITE SOILS ENGINEER. REFER TO THE SITE SOIL REPORT FOR ADDNL INFORMATION. i i CV A. THE GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, NUMBER ES-0312.09, DATED DECEMBER 01, 2014, PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT. ® SECURE ANCHOR BOLT TEMPLATES TO FORMWORK AND LEAN CONCRETE MAT ONLY. DO NOT ATTACH, B. FOOTINGS: OR IN ANY WAY CONNECT, THE ANCHOR BOLTS AND TEMPLATE TO THE FOUNDATION REINFORCING I I 1. SOIL BEARING PRESSURE: 2,500 PSF AT FOOTING DEPTH OF 2'-9". THAT MIGHT SHIFT DURING CONCRETE PLACEMENT. 2. ANTENNA FOUNDATION LATERAL LOADS ARE RESISTED BY A COMBINATION OF FRICTIONAL RESISTANCE AND PASSIVE EARTH PRESSURE USING AN ALLOWABLE COEFFICIENT 0 PROVIDE 5" THICK CONCRETE SIDEWALK REINFORCED WITH #4 @ 18" ON CENTER, EACH WAY, OF BASE FRICTION OF 0.40 AND AN ALLOWABLE EQUIVALENT PASSIVE PRESSURE OF 300 CENTERED IN SLAB. DRILL AND EPDXY REINFORCING 6" (MINIMUM) INTO THE PREVIOUSLY PLACED q PSF/FT, RESPECTIVELY. ANTENNA FOUNDATION. M" SECTION 3 - STRUCTURAL CONCRETE oolly f 3.1 ALL WORK SHALL CONFORM WITH ACI 301. � 3 99'-9o IN c 3.2 REINFORCING: A. REINFORCING: ASTM A615, GRADE 60. 12'-0" 12'-0" 9' B. SPLICES: NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. 24'-0" r; 3.3 ANTENNA FOUNDATION CONCRETE: PROVIDE 4000 PSI 28-DAY STRENGTH, 517 LBS/CY CEMENTITIOUS�� CONTENT (TYPE II CEMENT,) MAXIMUM W/C RATIO = 0.50, 6% AIR ENTRAINMENT, AND PLACED WITH A 4" MAXIMUM SLUMP. (LEAN CONCRETE MAT: 750 PSI 28-DAY STRENGTH) 3/8" = 1'-0" 8.1 m ANTENNA FOUNDATION PLAN #5 CHAIRS @ 4'-0" EA DOUBLE NUT AND WAY, 1'-2 - PLATE TEMPLATE MAXIMUM TOTAL SHEAR IN w z - ANY DIRECTION, :c 0 0 F_ _ V=33 KIPS O � 2 4 _ TOP OF CONCRETE DEC 19, 2014 FOUNDATION PERMIT 2" CLR (AT - MAXIUM TOTAL PERIMETER) ANTENNA WEIGHT GW slid 5" CLR (AT CENTER W=5 KIPS HIGH POINT) -� FINISH GRAVEL I L z� 6 N 8 42210 '� 1" DIA cn z 2015 TYP o - RELEASED FOR CONSTRUCTION U, �, (3) #6 W/ CORNER 2" CLR MAXIMUM OVERTURNING O J REINFORCING, LAP 36" REV°EWED FOR z ¢ MOMENT IN ANY DIRECTION,C�®� COMPLIANCE 0 NOT RELEASED FOR CONSTRUCTION �z °04 ° 6" (MIN) #8x 12" EA WAY = M=541k-FT APPROVED °° o N N U@ - 8.1 m ANTENNA w NOTES: IJUL 14 2015 vi (- FOUNDATION z o- _ 1. CRITICAL LOAD CASE FOR FOUNDATION DESIGN IS BASED ON u � C" WIND LOADS (142mph, EXPOSURE'C'). SEISMIC LOADS DO NOT C° ©� i"�°k���s°I i DRAWN BY: CHECKED BY: w GOVERN. BUILDING DIVISION DAN EAGAN BEN NELSON z 2. ANTENNA FOUNDATION LOADS USED IN DESIGN FURNISHED BY PROJECT NUMBER: o Iz OVER -EXCAVATE AND RE -COMPACT 12" "ASC-SIGNAL, INC." MARTIN/MARTIN 15594. .59 RECEIVED z W � � (MIN) BELOW LEAN CONCRETE MAT AS ANCHOR BOLT KITS SHALL BE PROVIDED BY "ASC-SIGNAL, CITY OF TUICWILA ISSUE DATE: 3. ANTENNA DESIGN LOADS ARE SERVICE -LEVEL LOADS AND ARE z w z �, DIRECTED BY THE ON -SITE SOILS INC"; KITS SHALL INCLUDE BOLTS, NUTS, PLATE WASHERS, AND DEC 19, 2014 FOUNDATION PERMIT o m z o ENGINEER. REFER TO THE SITE SOIL REQ'D PLACING TEMPLATES/INSTRUCTIONS. CALCULATED BASED ON THE ANTENNA REFLECTOR IN THE JUN 2 9 2015 "'- W w "o z ELEVATION POSITION OF 0 DEGREES THE POSITION THAT RESULTS IN w -� REPORT FOR ADDNL ( SHEET NUMBER: z w c° v " MATERIAL: ASTM-A449, THE MAXIMUM WIND FORCES APPLIED TO THE FOUNDATION). zoo INFORMATION. 0 ) PERMIT CENTER r m z Fy = 81 KSI, Fu =105 KSI Q 8. AN (TN N FOUNDATION DESIGN m NO SCALE TYP 8.1 m ANTENNA FOUNDATION PAD SECTION NO SCALE TYP 8.1 m ANTENNA ANCHOR BOLTS NO SCALE w f' �z�o L 2E Eo��www ............... 35'-6" +/- FIELD VERIFY w a 0 a r 0 I "co r,_"�TYP. BUILDING SECTION l 1 l SCALE:1/16" = 1'-0" ........... .......... ; : w CONDUIT BANKS, BY OTHERS 62'-0" SEE CIVIL SECURITY AND SCREENING FENCE. FENCING TO MEET PROPERTY MGMT REQUIREMENTS FOR VINYL CLADDING. TRANSITION FROM 8'-0" TO 6'-0" AT RETAINING WALL EDGE. I .---._ ........................................... I--- .... -- .......... -.......... I I I I I I I I Lo Ico i� 2 o N n A-2.0 I F 00 ..........�...- $. 1 I ...1.... ..... :3YtiTiEi'lE3Tt3t'f i JUPITER II ANTENNA AND ENCLOSURE, REFERENCE C-1.0 ...........................................: ='. AND -CONDUIT BANK A 1 • r� HERS SUPPORT, BY OT ..,,Irt . • • _.1 ...... .. :D .• iD R ; .. --T.—I— — %,WALL SECTION AT PENETRATION 4 ?' 4; l L J SCALE: 1/2" = V-0" w EXISTING WINDOW SYSTEM ASSEMBLY z g 0 z a V) w 0 z w w N J_ U w a 3'-0" 231_ MIN. ELEVATION AT PENETRATION J 1 SCALE: 3/4" = 1'4- 4TH FLR. + 58'-10, 3RD FLR. + 45'-10' 2RD FLR. .. + 32'-10' 1ST FLR. P-1 ly P-2 REMOVE EXISTING GLAZING AS REQUIRED. REGLAZE WITH 1" INSULATED ALUM SPANDREL PANEL ALCLAD COLUMBIA ARCH PRODUCTS 301.937.4383 1.66" O.D. SCHED. 40 TOP RAIL 3.50" O.D. STL. CORNER- POST (TYP.) j 2"X2" NO 9 GA CHAIN LINK FABRIC w/ VINYL SLATS TO MATCH EXISTING ON SITE TENSION BAND (TYP.)� SCH 40 POSTS AT 8 -0 MAX -LINE POSTS=2.375" O.D. 1.66" O.D. BRACE RAIL W/ -CORNER POSTS = 3.50" O.D. TENSION BANDS - TYP. @ ALL POSTS SHALL HAVE TOP EA. CORNER CAP FITTINGS 1.66" O.D. BRACE RAIL W/ TENSION BAND - TYP. EA. STL. TENSION BAR I CORNER SECTION I 5/16" O.D. j 0.177" O.D. STEEL TENSION ADJUSTABLE TRUSS WIRE - MAX 1" CLEARENCE ROD W/ TURNBUCKLE FROM FINISH GRADES I TENSION WIRE ------ CONCRETE BARRIER, 3/4" GRAVEL, PER CIVIL PER CIVIL NEMA 311 JUNCTION BOX, PER ELECTRICAL UNISTRUT SUPPORT, BY OTHERS 2"X2" NO 9 GA CHAIN LINK FABRIC w/ VINYL SLATS TO MATCH EXISTING ON SITE LINE POST I:z I CONCRETE BARRIER, PER CIVIL CONCRETE FOOTING-3000 PSI .:� CONCtY1 I l •. c :c I I . I I'` M LJ° 1'-0" @ LINE POST VARIES 1'-6" @ CORNER 4 SECURITY FENCE DETAIL SCALE: 1/2" = V-0" .d I�•I I"I LJ �� 0 2' 4BOOM ADD WALL INSULATION AT REPLACED GLAZING EXISTING WALL FURRING SURGE ARRESTOR CABINET, PER ELECTRICAL REPLACE METAL STUDS AND WALL BOARD AS REQUIRED TO SUPPORT ALL NEW NEMA 3 AND INTERIOR ELECTRICAL CABINETS. FINISH WALL TO MATCH EXISTING. REMOVE EXISTING GLAZING AS REQUIRED, PROVIDE TO BUILDING OWNER FOR STORAGE. REGLAZE WITH 1" INSULATED ALUM. SPANDREL PANEL. ALCLAD COLUMBIA ARCH PRODUCTS 301937-4383 SPANDREL PANEL PENETRATION DETAIL SCALE: 3" = 1'-0" MOUNT BOX IN CONTINUOUS SEALANT & SEAL ALL SIDES ON OUTSIDE. NEMA 311 PRE -FINISHED JUNCTION BOX, PER ELECTRICAL CONDUIT, PER ELECTRICAL UNISTRUT SUPPORT, BY OTHERS. PAINT TO MATCH EXISTING STOREFRONT ASSEMBLY PER PROPERTY MANAGEMENT SPECIFICATIONS 3 5/8" MTL STUD BACKING. ALUMINUM SPANDREL 3 CANNOT SUPPORT WEIGHT. A-2.0 _. -'REVIEWED FOIE - CODE COMPLIANCE APPROVED 'JUL 14 2015 City Of Tukwila BUILDING DIVISION Q REV DESCRIPTION STAMP SHEET NUMBER 6590 REGISTERE' ARCH C R ' STATE OF WASHINGTON DATE A-1.0 CD a 0 m a 0 z 0 a v 0 W 0 W 0 0 5 ELECTRICAL SYMBOLS LIGHTING CONTROLS (THIS SYMBOL LIST IS STANDARDIZED, ALL ITEMS MAY NOT APPEAR ON PLANS) LIGHTING FIRE ALARM SYMBOL COBRA HEAD LIGHT FIXTURE DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SWITCH - SINGLE POLE �---O —i FLUORESCENT FIXTURE - STRIP, INDUSTRIAL FIRE ALARM SIGNAL a (SUBSCRIPT INDICATES SWITCHING SCHEME) (OTHER LENGTHS AS APPLICABLE) FIRE ALARM HORN SIGNAL 3 SWITCH - THREE WAY z 2' X 2' FLUORESCENT FIXTURE - RECESSED I_V 4 SWITCH - FOUR WAY 0 SMOKE DETECTOR D SWITCH - DIMMER 2' X 4' FLUORESCENT FIXTURE -RECESSED �--- DUCT SMOKE DETECTOR (WATTAGE AS INDICATED ON DRAWINGS) 1' X 4' FLUORESCENT FIXTURE - RECESSED ❑H HEAT DEFECTOR 3D SWITCH - THREE WAY - DIMMER Fol 2' X 2' FLUOR FIXTURE - SURFACE/PENDANT MTD LV SWITCH - LOW VOLTAGE p� 2' X 4' FLUOR FIXTURE - SURFACE/PENDANT MTD O SPEAKER - CEILING MOUNTED HORN/STROBE LVD SWITCH - LOW VOLTAGE - DIMMER 0 V X 4' FLUOR FIXTURE - SURFACE/PENDANT MTD SWITCH - WITH PILOT LIGHT MINI HORN/STROBE p Q INCAND/FLUOR/H.I.D. FIXTURE -RECESSED DNLT L SWITCH - WITH LIGHTED HANDLE 0 INCAND/FLUOR/H.I.D. FIXTURE - WALLWASHER LJ STROBE `t'T SWITCH - WITH TIMER -¢- INCAND/FLUOR/H.I.D. FIXTURE -SURF/PEND MTD Q� Q� BELL CHIME K SWITCH - KEY OPERATED ®H HEAT LAMP SWITCH - VARIABLE SPEED 0 WATER FLOW MONITOR CONNECTION V �. STEP LIGHT FIXTURE ED VALVE MONITOR CONNECTION SWITCH - FRACTIONAL HORSEPOWER MANUAL 0<1 M FLOOD OR SPOTLIGHT (MOUNTING AS NOTED) MOTOR STARTER �F MANUAL PULL STATION c� `�' MT SWITCH - FRACTIONAL HORSEPOWER MANUAL 0-0 POLE MOUNTED FIXTURE - SINGLE © FIREMAN'S PHONE WP MOTOR STARTER WITH THERMAL PROTECTION SWITCH - WEATHERPROOF ❑-o-❑ POLE MOUNTED FIXTURE -DOUBLE PS FIRE ALARM PRESSURE SWITCH OS OCCUPANCY SENSOR ❑ BOLLARD FIXTURE ❑M MAGNETIC DOOR HOLDER © OCCUPANCY SENSOR POWER PACK �❑ TRACK FOR TRACK LIGHT FIXTURE PR PREACTION SYSTEM CONTROL VALVE CONNECTION RECEPTACLES TRACK WITH LIGHT FIXTURES PV POST INDICATOR VALVE CONNECTION SYMBOL d) 6 dIG d' GFI `" W P (111 dT IG :&G FI .&W P T DESCRIPTION RECEPT - SINGLE RECEPT - DUPLEX, GENERAL RECEPT - DUPLEX, ISOLATED GROUND RECEPT - DUPLEX, GFI RECEPT - DUPLEX, WEATHERPROOF RECEPT - DUPLEX, DEDICATED, NEMA 5-20R RECEPT - DUPLEX, DEDICATED, NEMA 5-20R, WITH NON -LOCKING TIMER RECEPT - DUPLEX, ON SHARED DEDICATED CIRCUIT FOR COMPUTER RECEPT - DUPLEX, ABOVE COUNTER RECEPT - DUPLEX, ON EMERGENCY OR OPTIONAL STANDBY POWER AS NOTED RECEPT - FOURPLEX, GENERAL RECEPT - FOURPLEX, ISOLATED GROUND RECEPT - FOURPLEX, GFI RECEPT - FOURPLEX, WEATHERPROOF RECEPT - FOURPLEX, DEDICATED, NEMA 5-20R RECEPT - FOURPLEX, DEDICATED, NEMA 5-20R WITH NON -LOCKING TIMER RECEPT - FOURPLEX, 1/2 COMPUTER & 1/2 CONVENIENCE RECEPT - FOURPLEX, ON EMERGENCY OR OPTIONAL STANDBY POWER AS NOTED SPECIAL PURPOSE OUTLET AS NOTED POKE THRU AS NOTED FURNITURE CONNECTION - POWER (NUMBER INDICATES QUANTITY OF WORKSTATIONS SERVED) FLOOR BOX - F = FLUSH MOUNTED S OR BLANK = SURFACE/MONUMENT MOUNTED SURFACE METAL RACEWAY WITH DEVICE AS NOTED © CLOCK RECEPT POWER DEVICES SYMBOL DESCRIPTION (2) JUNCTION BOX - SIZE PER NEC OR AS NOTED J@WP JUNCTION BOX - WEATHERPROOF ® EQUIPMENT CONNECTION ❑-I SAFETY DISCONNECT SWITCH, SIZE AS NOTED ❑F -I SAFETY DISCONNECT SWITCH, FUSED, SIZE AS NOTED ® MAGNETIC MOTOR STARTER WITH HOA SWITCH Zi COMBINATION MOTOR STARTER WITH HOA SWITCH / DISCONNECT SWITCH 121-flJ COMBINATION MOTOR STARTER WITH HOA SWITCH / FUSED DISCONNECT SWITCH 119 PANELBOARD - 120/208V PANELBOARD - 277/480V L12:9 (� MOTOR CONNECTION - SIZE AS NOTED all GROUND ROD 8 WALL HEATER UNIT HEATER J BASEBOARD HEATER, SIZE AS NOTED T BB HEATER W/ INTEGRAL T.STAT, SIZE AS NOTED O THERMOSTAT (TSSTAT) �-� FLUORESCENT FIXTURE - STRIP INDUSTRIAL ON EMERGENCY (UNSWITCHED) CIRCUIT 2' X 2' FLUORESCENT FIXTURE - RECESSED ON EMERGENCY (UNSWITCHED) CIRCUIT 2' X 4' FLUORESCENT FIXTURE - RECESSED ON EMERGENCY (UNSWITCHED) CIRCUIT V X 4' FLUORESCENT FIXTURE - RECESSED ON EMERGENCY (UNSWITCHED) CIRCUIT 2' X 2' FLUOR FIXTURE - SURFACE/PENDANT MTD a ON EMERGENCY (UNSWITCHED) CIRCUIT 2' X 4' FLUOR FIXTURE - SURFACE/PENDANT MTD ON EMERGENCY (UNSWITCHED) CIRCUIT 0 V X W FLUOR FIXTURE - SURFACE/PENDANT MTD ON EMERGENCY (UNSWITCHED) CIRCUIT INCAND/FLUOR/H.I.D. FIXTURE - RECESSED DOWNLIGHT ON EMERG (UNSWITCHED) CIRCUIT INCAND/FLUOR/H.I.D. FIXTURE - SURFACE/PENDANT MTD ON EMERGENCY (UNSWITCHED) CIRCUIT ®( SINGLE FACE EXIT SIGN - CEILING/PENDANT MTD (ARROWS AS APPLICABLE) ®� DOUBLE FACE EXIT SIGN - CEILING/PENDANT MTD (ARROWS AS APPLICABLE) COMBINATION SINGLE FACE EXIT SIGN WITH EMERG PATHWAY (BATTERY) FIXTURE g EMERG PATHWAY (BATTERY) FIXTURE - SURFACE MTD - SINGLE EMERG PATHWAY (BATTERY) FIXTURE - SURFACE MTD - DUAL INDICATES WALL MOUNTED WHEN SHOWN WITH FIXTURE SYMBOL TELECOMMUNICATIONS SYMBOL DESCRIPTION TELEPHONE OUTLET 0 DATA OUTLET ® COMBINATION TELEPHONE/DATA OUTLET FC FURNITURE CONNECTION - TELECOMMUNICATIONS (NUMBER INDICATES QUANTITY OF WORKSTATIONS SERVED) TTB TELEPHONE TERMINAL BOARD SECURITY DEVICES SYMBOL DESCRIPTION DS DOUBLE SQUEEZE BUTTON BT BILL TRAP CR CARD READER KP KEYPAD 04 CCTV CAMERA, PTZ = PAN -TILT -ZOOM CCTV CCTV SYSTEM CONTROLLER AC ALARM CONTACT © ELECTRIC DOOR LOCK GB GLASS BREAK MS MOTION SENSOR Ell PANIC ALARM SYSTEM HORN 10 PANIC ALARM SYSTEM PUSHBUTTON DC DOOR CONTACT FA_C_RA__j ALARM CONTROL RELAY ANNUNCIATOR REX REQUEST TO EXIT AS AUDIO SENSOR SCP SECURITY CONTROL PANEL RI REMOTE ALARM INDICATOR SECURITY MONITOR SM LLCPJ FIRE ALARM CONTROL PANEL FA FIRE ALARM ANNUNCIATOR 0 FIRE ALARM TRANSMITTER �- END OF LINE DIODE EOLR END OF LINE RESISTOR FS FIRE ALARM SHUNT TRIP FSD COMBINATION FIRE/SMOKE DAMPER E_E_S__Pj FIRE ALARM EXTENDED SIGNAL PANEL (STROBES) MFC FIRE ALARM MULTI -FUNCTION CABINET (SPEAKERS) TS FIRE ALARM TAMPER SWITCH EA FIRE ALARM MONITOR MODULE EC FIRE ALARM ADDRESSABLE CONTROL RELAY OB Q FIRE ALARM BELL/STROBE SPECIAL SYSTEMS SYMBOL DESCRIPTION OV VOLUME CONTROL QI INTERCOM STATION PA PUBLIC ADDRESS SYSTEM MASTER OS SPEAKER, CEILING MTD BOL BANK ON-LINE ❑TV TV OUTLET TVSS TRANSIENT VOLTAGE & SURGE SUPPRESSOR IR OR a INFRARED SENSOR O MICROPHONE OUTLET 9 BUZZER PUSHBUTTON F® EMERGENCY POWER OFF PUSH BUTTON (EPO) EMERGENCY POWER OFF - CONTROL STATION (EPO) REFERENCE SYMBOLS SYMBOL DESCRIPTION OGRID BUBBLE 1 DETAIL BUBBLE E1.1 0� NORTH ARROW 0 10 FEEDER NUMBER, REFER TO FEEDER SCHEDULE F2 LIGHTING FIXTURE TYPE SYMBOL, REFER TO LIGHTING FIXTURE SECHEDULE 0 REVISION FLAG NOTE INDICATES DEMOLISHED EQUIPMENT OR MATERIAL ELECTRICAL ABBREVIATIONS A - AMPERE EG - EQUIPMENT GROUND J - JUNCTION BOX PH - PHASE RACEWAYS &WIRE A/C - AIR CONDITIONER EHC - ELECTRIC HEATING COIL KVA - KILOVOLT AMPERE PNL - PANEL SYMBOL DESCRIPTION ADA - AMERICANS WITH ELEC - ELECTRICAL KW - KILOWATT PR - PAIR f DISABILITIES ACT ELEV - ELEVATOR KWH - KILOWATT HOUR PRI - PRIMARY <<r.-:„�>' <�A, —• CONDUIT DOWN AF - AMPERE FUSE/FRAME EMERG - EMERGENCY LFC - LIQUIDTITE FLEXIBLE PT - POTENTIAL TRANSFORMER —o CONDUIT UP AFF - ABOVE FINISHED FLOOR EMT - ELECTRICAL METALLIC CONDUIT PWR - POWER 10202 Fifth Avenue NEB Suite 300 AHJ - AUTHORITY HAVING TUBING LPF - LOW POWER FACTOR RAF - RETURN AIR FAN Seattle, WA 98125 JURISDICTION EP - EXPLOSION PROOF LT(S) - LIGHT(S) RECEPT - RECEPTACLE CONDUIT STUB OUT AHU - AIR HANDLING UNIT EQUIP - EQUIPMENT LTG - LIGHTING REQ'D - REQUIRED ' 20Ca.547'1940���`�� AL - ALUMINUM --1 CONDUIT CONTINUATION EWC - ELEC WATER COOLER LV - LOW VOLTAGE REQ'TS - REQUIREMENTS www.kdw.net AM - AMMETER EWH - ELEC WATER HEATER MA - MILLIAMPERE RGS - RIGID GALV STEEL CONDUIT IN OR ON CEILING OR WALL. CROSS LINES ANN - ANNUNCIATOR EXH - EXHAUST MAINT - MAINTENANCE INDICATE NUMBER OF #12 CONDUCTORS IN 1/2" CONDUIT, ANT - ANTENNA RM - ROOM OTHER SIZE CONDUCTORS AND/OR CONDUIT AS NOTED. (E) - EXISTING MAX - MAXIMUM RPM - REVOLUTION PER MINUTE APPROX - APPROXIMATE EXIST - EXISTING MBJ - MAIN BONDING JUMPER SAF - SUPPLY AIR FAN NO HASH MARKS INDICATES 2#12. SWITCH F - FUSE MC - MECH CONTRACTOR SBJ - SYSTEM BONDING JUMPER ARCH - ARCHITECT OR —— SPxBE CONDUIT IN OR UNDER FLOOR OR UNDERGROUND. ARCHITECTURAL FA - FIRE ALARM MCA - MINIMUM CIRCUIT AMPS SEC - SECONDARY/SECOND CROSS LINES INDICATE NUMBER OF #12 CONDUCTORS ARF - ABOVE RAISED FLOOR FBO - FURNISHED BY OTHERS MCC - MOTOR CONTROL CENTER SECT - SECTION DataIN 1/2" CONDUIT, OTHER SIZE CONDUCTORS AND/OR ATS - AUTOMATIC TRANSFER FC - FOOT CANDLES MECH - MECHANICAL SHT - SHEET Centers CONDUIT AS NOTED. NO HASH MARKS INDICATES 2#12. AUTO - AUTOMATIC FDR - FEEDER MDP - MAIN DISTRIBUTION PNL SPDT - SINGLE POLE, DOUBLE HOME RUN TO PANELBOARD AUX - AUXILIARY FIXT - FIXTURE MFR - MANUFACTURER THROW AWG - AMERICAN WIRE GAGE FLEX - FLEXIBLE MG - MOTOR GENERATOR SPEC - SPECIFICATION NEUTRAL CONDUCTOR BB - BASEBOARD FLA - FULL LOAD AMPS MH - MANHOLE STD - STANDARD BC - BARE COPPER FLR - FLOOR MIN - MINIMUM SURF - SURFACE —� PHASE CONDUCTOR BKR - BREAKER FLUOR - FLUORESCENT MLO - MAIN LUGS ONLY SW(S) - SWITCH(ES) As E (QU'0 Y A H BLDG - BUILDING FOIC - FURNISHED BY OTHERS MS MOTOR STARTER SWBD - SWITCHBOARD Performance. Trust. Value. EQUIPMENT GROUND B/S - BUILDING STANDARD INSTALLED BY CONTRACTOR MTD - MOUNTED TEL - TELEPHONE BSMT - BASEMENT FP - FIRE PUMP MTG - MOUNTING TEL CO - TELEPHONE COMPANY 15135 NE 92nd Street I Redmond, WA 98052 ISOLATED GROUND CONDUCTOR C - CONDUIT FT - FEET N - NEUTRAL TEMP - TEMPERATURE TEL (425) 814-6000 1 www.sequoyah.com CAB - CABINET FU - FUSE N/A - NOT APPLICABLE TSTAT - THERMOSTAT Design -Build G- �— GROUND RING FVNR - FULL VOLTAGE Electrical Construction CB - CIRCUIT BREAKER NC - NORMALLY CLOSED TTB - TELEPHONE TERMINAL BOARD NON -REVERSING Network services — E — E — ELECTRICAL CCTV - CLOSED CIRCUIT TV FVR - FULL VOLTAGE REVERSING NEC - NATIONAL ELECTRICAL CODE TVSS - TRANSIENT VOLTAGE & 24 Hour Service CKT - CIRCUIT NF - NON FUSED SURGE SUPPRESSOR -T—T— TELEPHONE GALV - GALVANIZED NIC - NOT IN CONTRACT TYP - TYPICAL CLG - CEILING GC - GENERAL CONTRACTOR CO - CONDUIT ONLY NO - NORMALLY OPEN UG - UNDERGROUND — D— D— DATA GEN - GENERATOR NO - NOT A SCALE UH - UNIT HEATER COMB - COMBINATION GFI - GROUND FAULT UON - UNLESS OTHERWISE NOTED COMPR - COMPRESSOR INTERRUPTER 0 - PHASE Q CIA - OVERALL UPS - UNINTERRUPTIBLE ONE-LINE/RISER DIAGRAM COND - CONDUCTOR GND - GROUND POWER SUPPLY ON CENTER CONT - CONTRACTOR HD - HEAVY DUTY OC - V - VOLT Uj .I SYMBOL DESCRIPTION OCPD - OVERCURRENT CT - CURRENT XFMR HH - HAND HOLE PROTECTIVE DEVICE VAC - VOLTS ALT CURRENT ❑ PANELBOARD CU - COPPER HID - HIGH INTENSITY DISCHARGE OD - OUTSIDE DIAMETER VAV - VARIABLE AIR VOLUME J Db - DECIBEL HP - HORSEPOWER OL - OVERLOAD VDC - VOLTS DIRECT CURRENT 1fl PANELBOARD WITH BUSSING SHOWN DDC = DIRECT DIGITAL HPF - HIGH POWER FACTOR VM - VOLTMETER CONTROL HV - HIGH VOLTAGE P - POLE W - WATT FT OR TRANSFORMER DED - DEDICATED HWT - HOT WATER TANK PA - PUBLIC ADDRESS W/ - WITH W DEG DEGREE PAX - PRIVATE AUTOMATIC O (� HE - HERTZ (FREQUENCY) EXCHANGE WEF - WALL EXHAUST FAN —o o— CIRCUIT BREAKER DIA - DIAMETER IAW - IN ACCORDANCE WITH 00 DISC - DISCONNECT ID - PB - PUSH BUTTON WH - WATT HOUR � � �— � — OR ® FUSE INSIDE DIAMETER PBX - PRIVATE BRANCH WHM - WATT HOUR METER DL - DAMP LABEL IF - INSIDE FROSTED EXCHANGE WL - WET LABEL 0-) DNLT - DOWNLIGHT IG - ISOLATED GROUND PCRGS - PVC COATED RIGID WP - WEATHER PROOF[)� 0� z —0�- DWG - DRAWING IMC - INTERMEDIATE GRADE GALVANIZED STEEL WT - WATERTIGHT W LL OR FUSED DISCONNECT SWITCH EA - EACH METALLIC CONDUIT PDU - POWER DISTRIBUTION UNIT O W --0� EC - ELEC CONTRACTOR WAN - WIREWAY INCAND - INCANDESCENT PEND - PENDANT XFMR - TRANSFORMER LL U) �9n-)}- DRAWOUT BREAKER EF - EXHAUST FAN IN - INCHES PF - POWER FACTOR ��// �r XFR - TRANSFER z G� GENERATOR NOTE: FOR ABBREVIATIONS THAT ARE NOT COVERED IN THE ELECTRICAL LIST, REFER TO THE j J Q FIRE PUMP — ARCHITECTURAL AND MECHANICAL LISTS. PP < GENERAL NOTES CURRENT TRANSFORMER 1. THE ELECTRICAL CONTRACTOR IS TO VERIFY ALL EXISTING SITE CONDITIONS. 0 UTILITY METER PROVISION (D W AS A AMMETER WITH SELECTOR SWITCH 2. THE ELECTRICAL CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES, ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS, AND SHALL MAKE NO REPAIRS WITHOUT VS V VOLTMETER WITH SELECTOR SWITCH ENGINEER'S APPROVAL. ® r KIRK KEY INTERLOCK 3. THESE DRAWINGS ARE DIAGRAMMATIC ONLY, UNLESS SPECIFIC DIMENSIONS AND MOUNTING HEIGHTS O ARE GIVEN. FIELD VERIFY EXACT LOCATION AND MOUNTING HEIGHTS OF ALL EQUIPMENT AND DEVICES r a GROUND FAULT PROTECTION PRIOR TO ROUGH -IN. (V r ST SHUNT TRIP 4. ALL CONDUCTOR SIZES ARE BASED ON COPPER UNLESS OTHERWISE NOTED. i GROUND CONNECTION 5. RACEWAYS AND BOXES ARE SHOWN DIAGRAMMATICALLY ONLY AND INDICATE THE GENERAL AND APPROXIMATE LOCATION. THE LAYOUT DOES NOT NECESSARILY SHOW THE TOTAL NUMBER OF o RACEWAYS OR BOXES FOR THE CIRCUITS REQUIRED, NOR ARE THE LOCATIONS OF INDICATED RUNS Q REV DESCRIPTION DATE ATS OR ® AUTOMATIC TRANSFER SWITCH INTENDED TO SHOW THE ACTUAL ROUTING OF THE RACEWAYS. ELEC. PERMIT SET 6/17/15 Jill OR BATT BATTERIES...................................................................................................................................................................... 0 6. ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS SHALL BE SEALED WITH APPROVED MATERIAL TO MAINTAIN FIRE RATING OF SURFACE PENETRATED..:.:.::::::.::..:::.:::.::::.::.:.::::..::::::::::::::::,:..:»..::::::::......:::....::.:.......»»:»:»: .,:.:»»,::..:,.:..,--:,.:»:::. RECTIFIER —— INVERTER ................................................................................................................................... <........................ STATIC SWITCH ................... . ............. . ........................ .................................... ...................................... ................. .............. CONTROL DIAGRAM SYMBOL DESCRIPTION — OVERLOAD SOLENOID • ELECTRICAL CONNECTION POINT —o o— TERMINAL CONNECTION POINT —oho— SWITCH - NORMALLY OPEN —o—,� SWITCH - NORMALLY CLOSED —off AUTOMATIC TRANSFER SWITCH off 00*-0 HAND -OFF -AUTO SWITCH oA I PUSHBUTTON - NORMALLY OPEN O O A PUSHBUTTON - NORMALLY CLOSED --I CONTACTOR - NORMALLY OPEN - CONTACTOR - NORMALLY CLOSED CR1 CONTROL RELAY a CONTACTOR a OR Q RELAY PC PHOTO CONTROL TC TIME CONTROL LIGHT - COLOR AS INDICATED DRAWING INDEX Sheet Number Sheet Title EO.01 LEGENDS, ABBREVIATIONS & DRAWING INDEX EO.10 POWER ONE -LINE RISER DIAGRAM EO.11 POWER ONE -LINE RISER DIAGRAM - FEEDER SCHEDULE EO.12 HUGHES 8.1 METER ANTENNA CONDUIT POINT TO POINT SCHEDULE EO.20 LOAD CALCULATIONS EO.30 PANEL SCHEDULES EO.31 PANEL SCHEDULES E1.00 SITE PLAN E1.01 ENLARGED SITE PLAN E2.00 LEVEL P-2 POWER FLOOR PLAN E2.01 LEVEL P-1 POWER FLOOR PLAN ~� E2.02 LEVEL 1 POWER FLOOR PLAN E2.03 LEVEL 2 POWER FLOOR PLAN Pjg E2.04 LEVEL 3 POWER FLOOR PLAN Ir 4VA E2.05 LEVEL 4 POWER FLOOR PLAN E2.06 ENLARGED POWER PLAN - LEVEL 4 SOUTH E3.00 LEVEL 4 GROUNDING FLOOR PLAN E4.00 SURGE ARRESTOR ENCLOSURE CONDUIT LAYOUT 10 i0 4 RECEIVED CITY OF TUKWILA JUN 2 9 2015 STAMP I EXPIRES: 10/081 Z V1(40 1 INTERNAL PROJECT NO: 15OB92 PROJECT NO: 31105 DESIGNED BY: TMS DRAWN BY: EOS /JJR CHECKED BY: ISSUE DATE: ...........-.............................................................................. 06/17/2015 SHEET TITLE LEGENDS, ABBREVIATIONS & DRAWING INDEX SHEET NUMBER E0.01 M AC-1. AC-2. AC::-3 AC:--4- ROOF EI, ELEC: RM (:"1'U.3 R:'€ t.Q.. .1"IC-6 H4 30KVA 50A XF(' R i 1 50 At-, .........................0 .......... .I` ................ ....................... ............................................................... E E . ................ E x 'tir n ! GI:>. DIC2 2.A I 3 .......... I I .................. ..... UPS 1 «........... ? 225A DC« 2 2A l- t, E : 30K V A I U2 I ! i DiiC2 2l�" 225A225A !; E Z REMOTE GENERATOR ANNU1.1(:1:A"R0R (IN (:lI'S R. 00,�) ; L,/;' (EDC:1. ("AGE 1.) ! SEE LOAD CALCULATIONS 11 ON SHEET EO.20 i I r DI(,31 T T i F :3 1 3 ) ~I:3 ^ j I f s j H 3 N j (� � t� ETERIT`;... I I I i ! „y... �':• ! 1 i � , j;, :,�;; y«• , . c:« .•,- ,,,..•.,� z:.^I••,• ��``+ i;,` /,.-..,� ; is I'«• , l,s:':... �,,, r�,; Ez:'€.'.- f `:'I- s( KS^ ':'�. ,�''Jl! ': KS. iL:�""jF{� ,,. TL•, ••r''f� K ; i �:S I- .`•.S %Fs. ("''M'. '.;• �,( {[p; '+.';•„""„, f K•`,, a4` �1.v 7 i) .«..^ `i 3 S i (? � �/ i Exl �✓ k a, .ci 1.- % S ? ih � � 7 � Tr ! J �r iI F lfii i > < n Lr ! r r,, r". Lr) E.r, Q r,.. ! , c ca : w 5 - r^! r� I3 �tL> N;tN r! 7 C•�E E I s u fiirm:z:: cr e3° i E I E ! 2 3 4r i5 41' 1. 4810Y/27 'V, 3-21, 4,N, 65KAIC; 2000A 4TH FLOOR C.:A(.3E Cl 3RD FLOOR 2ND FLOOR ----------------- --------- -- - --- -- --- W Z 1ST FLOOR Lb __.-..-__ Lb cc 3 �Iw LEVEL P-1 N U g LEVEL P-2 n ELF 0 0 S RVIC:E'. 2. LIGHTNING ARRESTER i. ...... ...................... .......................("I.............................................................................. �1 2(:`rD0'A-41` � -I-;•: S C L 480V/277V, 30, 4AW, 65I AIC-, 25(DOA 65, K A I C SEE LOAD CALCULATIONS ON SHEET EO.20 5N4 GEN RC, � BY PAS::;/ P-.2 IS01.A I:(: N .............................................................. 12501\Wf w` 6 31Q A ENi.71NE. k:i E:i`LE("aA3t-i1'i. GEN RM ='-2 D:T,2 8 sJ; 3 ta, r ; C . )(�` , 4€3(l;.f/277v`, ..+y'�, 4SJv; �;.5>4AI�., _._....« DIGITAL METERING I MAIN E:'L.EC;' Rini P-2 E LV 1. ........Lµ „I .......... 125A „w ELV2 125A SMITE .100,410 1.25A 225A 12 SA P HOUSE L" N L tf 7t''4\ .............. .................................................................................. I ........................... h.................................. ........................... ..................................................... :� mow, , i 3 `t,3 {f/ 225A [,:( 12 MINUTE ....................... ........�`�:::...... ...✓-�- A..1...1't"�2 i I::7 (i'li�'t)•^^-^^^^•..•"'"'....................... ............. «.. CAGE I 1 w. ................................................................................................. I.......... N 3......« ...... UPS ................ (L 7;...........................................t.7.{; 180IC 12 I,'11NU E�, E BA E T E� R E S (! �l P) .,.,..,«.«. i DC2 2A BYPASS 110A ...............................« ,............ 110A IU5 us U5 ..:......... ........... ..{i ...« I 40 0A MCB 1 ELO M O ML.O i T•• 1 :30 KVA H4A 4€30V-208Y/1.20V L4A L4B �Y�. 30 4 yTu t .wt�. j B i `t = i3 E.7 7 •� lE ................................................ :.„.......f.................................... 2225A 100A I 100A L_Ll(;B MC DC POWER ! ! , :C, 1w 9 ,5()KW LOAD BANK GEN RM P7 2 2000A f3l_ S WAY gI.............1 MAIN ELEC, RM P-2 I i ! w �,,,1I'"j K'^1 r«i E f•'u sti � sti r t""3 fv .......^E...... ... ................. ...........................«.. ....«.......................... ............ ....... ............ «1................. .:.................................. ........ ................................. •«......... ------------------- - --------------------------- 4%30V/2; 7V, .30, 4W, 65KAIC, 2000A GEN RM ;'2 POWER ONE -LINE / RISER DIAGRAM SCALE: NONE SEE LOAD CALCULATIONS ON SHEET EO.20 t � 1J�1 PDU-J. 800ANA € 3 « , h ,y C"ONTROL MAINTI.'NANCAGE (.;- £- ' CABIt�d:�: ; E;YI'Ar>t C1 1 5 5., " 150 AT 2.50 AF/ 250 A-I- 150 •fib/ 151") AT 1.50 AF/ 15 AT 250 AF/ 250 Al' 70aAF/ 70 :al' 1200A M 1-0 CAGE B1 1000A SEE LOAD CALCULATIONS ON SHEET E0.20 C3 f'' C3 3 i«,............................ r.,...«•........•._•.•••••...•. .............«-.............- i .-.---«,««.,,, ,«e �, .,«..,,,,,,..,,,••,,,,•,« ,,,-,.--,.....-. ...--«,- „«„«..,« .............. E i PDU-2 PDU-3 PDLJ-4 PDU-5 i U-6 PDU-7 DLJ-8 I j i I t {f[ { E i i E1 75KVA E 75KVA 75KVA 75KVA 75KVA 7-SKVA ' 75KVA -C1, (:(,".AGEC 1.1 � CAGE 2 A PANEL STARLINE DC3 STARLINE DC3 STARLIKE DC:3 G ' D CAGE >. SEC. 3 WEC 2 CAGE 36 SEC 1 S"l:�ErELI(';1E.:>C1 3� CAGE 7UMCB ALCULATION 2F O.20 STAR STAR }()A SEC.2 4(:tC;A SEC2 ::SA BUSS 4OOA L'i€..I�,S 1 <f �iA �.. 41: (..1 (:<,:::�E .,A I..�T"� GCB I (::AGE STAR S'T'ACB CB ir c'('Aid. !;1 BUSS 6t.I SS Btj; S I .........................................................., ............................. ...... .... i U t DC.3 DC DC3 DC XE`1'�iR i '75KVA !`OVA 151.:`v 75KVA 45K'iA r^ r F r. C 3 1a(j, w«rc3i•. 1_,Lrx € 15(.A 150A 1„}CIA. I ! 7 0 A _.._.......... ................. ......----,,,,•.•......_.............•.,------------- ---- FUSED i, A SEE LOAD CALCULATIONS ON SHEET EO.20 !.i U.! .E � ;z„'F« s ,'�-- • K,t: � j �:. ��t. i � � • r' 4 C:: ''«3 ry'•`,5 S ;'t ` w) :»5 t Ert E,i"; Ln M in Ln 3.E ; tr) .. E.f"3 4 : L„? tTi r.,3 w' :«7 ! w7 C;;+ w3 w) �•-•, �»� �.;: N' tN era ;•V r^.t rya (N .-< r-•F ra :M•e r*< :•v �. �: 1_ / y 1.., i 14 l:s 1� I! Its 1:3 M, � 3 21 NEW 400AS/225AF ---------------------------- 7------- NEW a75 KVA 480V-208Y/120V 30 4W "11 F NEW 3-1/2"C.-(4) 500KCMIL CU. & (1)#1/0 CU GND. (CONDUIT #C11-SEC) NEW 1-1/4"C.-(3)#1 CU & (1)#6 CU GND. (CONDUIT #C11-PRI) Qg NEW 2"C.-(4)#1 CU & (1)#4 CU GND. (CONDUIT #C12) a NEW 2"C.-(4)#1 CU & (1)#4 CU GND. (CONDUIT #C13) a NEW ANTENNA UTILITY AC POWER PANEL " NEW ANTENNA TECHNICAL AC POWER PANEL "A" NEW ANTENNA TECHNICAL AC POWER PANEL "B" - 7 40A 40A (225 NEMA NEMA NEMA _.._ 4 4 4 PARKING LOT Data Centers S`QR'0%/AH ER U I Performance. Trust. Value. 15135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service 0 REV 1 DESCRIPTION .....................:....................I.......................... ELEC. PERMIT SET STAMP DATE .............. 6/17/15 FLAG NOTES: `- 9 ¢ EXISTING 3"H CONCRETE HOUSEKEEPING PAD. fi�SSIONAL EGA ' RECEIVED D�:> NOT USED. CITY OF TUKWILA EXPIRES 101081 sod EXISTING (3) PANEL PDU. JUN 2 9 2015 INTERNAL PROJECT EXISTING (2) PANEL PDU. .. 150692 PERMIT CENTER PROJECT NO 31105 ................................ T 2 «....«.................., EXISTING SQUARE D 2350 WITH IOM-4444 I/O MODULE. ,0 KVA DESIGNED BY: TMS ! , 48()V-20BY/12f)V P2 � E 4P 6 EXISTING NEUTRAL CURRENT SUMMING SYSTEM THAT SENSES WHEN THE 3 �: 1A,' I .:. 4 av SUM OF THE NEUTRAL CURRENTS BETWEEN THE PORTABLE GENERATOR DRAWN BY EOS/ JR Fr E� 3` f B3 �? '• ` B4 AND THE PERMANENT GENERATOR IS 1200 AMPS OR MORE AND WILL TRIP CHECKED BY: ................£.........................................«(................................... THE GROUND FAULT PROTECTION DEVICES ON THE CIRCUIT BREAKERS. ISSUE DATE: 06/17/2015 I 2.25A GEN RM P-2 I G°O/M, 7� VERIFY "Kii RATING REQUIRED FOR TRANSFORMER WITH HUGHES CB MCB t`E p SATELLITE ANTENNA SYSTEMS. PULL BOXES ARE NOT INDICATED, PROVIDE AS INDICATED ON THE FLOOR SHEETTITLE PLANS. POWER ONE -LINE RISER ELECTRICAL NOTES: Sip DIAGRAM --------------------------------------------------------------------------------------------------- 1. EXISTING CONDITIONS BASED ON 8/3/2000 NETSTREAM� L DRAWING E8.1 AND 1 25 2011 DIGITAL FOREST T.I. EL DRAWING E01. / / �J SHEET NUMBER 2. LIGHT LINES ARE INDICATING EXISTING ELECTRICAL DISTRIB SYSTEM EQUIPMENT AND DARK LINES ARE DICATING NEW ELECICAL DISTRIBUTION SYSTEM EQUIPM T. EO.1 O Tim% w; i' � Q 0 J z 0 U O J W J LL _ tr LU LU s W m W 0 W g a m is 0 W LL 0 0 U) g DIGITAL FORTRESS JUPITER 11 ANTENNA STRUCTURE 1-YEAR PEAK DEMAND CALCULATION WORKSHEET FOR EXISTING 2,500A-277/480V-3PH MAIN SWITCHBOARD "MSB-2" PER NEC 220-87 AND WAC 296-46B-900(3)(i) A. Recorded Peak Demand on Date: 1-Year (See Note 1 Below) = 1,029.60 KW Study Dates: From April 2014 to March 2015 B. Power Factor (See Note 2 Below) / 0.96 (P.F.) Apparent Peak Demand = 1,068.05 KVA C. NEC 220-87 Adjustment Factor X 1.25 Adjusted Peak Demand = 1,335.06 KVA D. Seasonal Adjustment Factor (See Note 3 Below) X 1.00 Seasonally Adjusted Peak Demand = 1,335.06 KVA E. Occupancy Adjustment Factor (See Note 4 Below) X 1.00 Occupancy Adjusted Peak Demand = 1,335.06 KVA F. Other Adjustment Factor (See Note 4 Below) X 1.00 Total Peak Demand - 1,335.06 KVA G. New Calculated (Demand) Load Added (See Note 5 Below) + 67.84 KVA Metered Demand Based Calculated Load at 277/480V-3PH: = 1,402.90 KVA Metered Demand Based Calculated Load at 277/480V-3PH: = 1,687.43 AMPS NOTES: 1. Main Switchboard "MSB-2" peak demand is 1,029.60 KW at 277/480V-3PH, which is based on Seattle City Light bill dated 11/15/2014. 2. Power factor is the lowest value for the past (12) months, which is based on Seattle City Light bill dated 7/24/2014. 3, Not applicable because maximum demand data is available for a 1-year period. 4. Not applicable because maximum demand data is available for a 1-year period. 5. Added new loads per panel schedule for existing Main Switchboard "MSB-2" on sheet E0.30. 15.06.17 DF Main Swbd MSB-2 1-Year Peak Demand Calc Worksheet Per NEC & WAC.xlsx Sequoyah Electric, LLC Page 1 of 1 6/18/2015 8:04 AM DIGITAL FORTRESS JUPITER II ANTENNA STRUCTURE 30-DAY PEAK DEMAND CALCULATION WORKSHEET FOR EXISTING 1,200A-277/480V-3PH PANEL "U5" PER NEC 220-87 AND WAC 296-466-900(3)(i) A. Recorded Peak Demand on Date: Several Days (See Note 1 Below) = 119.90 KW Study Dates: From 6/2/2015 To 6/10/2015 B. Power Factor (See Note 2 Below) / 0.96 (P.F.) Apparent Peak Demand = 124.38 KVA C. NEC 220-87 Adjustment Factor X 1.25 Adjusted Peak Demand = 155.47 KVA D. Seasonal Adjustment Factor (See Note 3 Below) X 1.00 Seasonally Adjusted Peak Demand = 155.47 KVA E. Occupancy Adjustment Factor (See Note 4 Below) X 1.00 Occupancy Adjusted Peak Demand = 155.47 KVA F. Other Adjustment Factor (See Note 4 Below) X 1.00 Total Peak Demand = 155.47 KVA G. New Calculated (Demand) Load Added (See Note 5 Below) + 6.47 KVA Metered Demand Based Calculated Load at 277/480V-3PH: = 161.94 KVA Metered Demand Based Calculated Load at 277/480V-3PH: = 194.79 AMPS NOTES: 1. Panel "U5" peak demand is 144.28 amps on Phase A (Line 1) at 277/480V-3PH. 2. Power factor is the lowest value for the past (12) months, which is based on Seattle City Light bill dated 7/24/2014. 3. Not applicable because no heating or cooling connected to this panel. 4. Not applicable because there has been no change in occupancy. 5. Added new loads per panel schedule for existing Panel "U5" on sheet E0.30. Sequoyah Electric, LLC 15.06.17 DF Pnl U5 30-Day Peak Demand Calc Worksheet Per NEC & WAC.xlsx Page 1 of 1 6/18/2015 8:08 AM DIGITAL FORTRESS JUPITER 11 ANTENNA STRUCTURE 1-YEAR PEAK DEMAND CALCULATION WORKSHEET FOR EXISTING 2,000A-277/480V-3PH SWITCHBOARD 114D1" PER NEC 220-87 AND WAC 296-46B-900(3)(j) A. Recorded Peak Demand on Date: 1-Year (See Note 1 Below) = 1,029.60 KW Study Dates: From April 2014 to March 2015 B. Power Factor (See Note 2 Below) / 0.96 (P.F.) Apparent Peak Demand = 1,068.05 KVA C. NEC 220-87 Adjustment Factor X 1.25 Adjusted Peak Demand = 1,335.06 KVA D. Seasonal Adjustment Factor (See Note 3 Below) X 1.00 Seasonally Adjusted Peak Demand = 1,335.06 KVA E. Occupancy Adjustment Factor (See Note 4 Below) X 1.00 Occupancy Adjusted Peak Demand = 1,335.06 KVA F. Other Adjustment Factor (See Note 4 Below) X 1.00 Total Peak Demand = 1,335.06 KVA G. New Calculated (Demand) Load Added (See Note 5 Below) + 67.84 KVA Metered Demand Based Calculated Load at 277/480V-3PH: = 1,402.90 KVA Metered Demand Based Calculated Load at 277/480V-3PH: = 1,687.43 AMPS NOTES: 1. Switchboard "4D1" peak demand is 1,029.60 KW at 277/480V-3PH, which is based on Seattle City Light bill dated 11/15/2014. 2. Power factor is the lowest value for the past (12) months, which is based on Seattle City Light bill dated 7/24/2014. 3. Not applicable because maximum demand data is available for a 1-year period. 4. Not applicable because maximum demand data is available for a 1-year period. 5. Added new loads per panel schedule for existing Switchboard "41)1" on sheet E0.30. 15.06.17 DF Swbd 4D1 1-Year Peak Demand Calc Worksheet Per NEC & WAC.xlsx Sequoyah Electric, LLC Page 1 of 1 6/18/2015 8:10 AM LOAD CALCULATIONS BASED ON ONLY 8 DAYS OF THE REQUIRED 30 DAYS, LOAD CALCULATIONS WILL BE RE -ISSUED WHEN THE 30 DAYS IS COMPLETED DIGITAL FORTRESS JUPITER II ANTENNA STRUCTURE 1-YEAR PEAK DEMAND CALCULATION WORKSHEET FOR EXISTING 75KVA, 480V-3PH-3W TO 120/208V-3PH-4W 11PDU2" PER NEC 220-87 AND WAC 296-46B-900(3)(i) A. Recorded Peak Demand on Date: 1-Year (See Note 1 Below) = 43.56 KW Study Dates: Integral Meter Reading on 6/12/15 B. Power Factor (See Note 2 Below) / 0.96 (P.F.) Apparent Peak Demand = 45.19 KVA C. NEC 220-87 Adjustment Factor X 1.25 Adjusted Peak Demand = 56.48 KVA D. Seasonal Adjustment Factor (See Note 3 Below) X 1.00 Seasonally Adjusted Peak Demand = 56.48 KVA E. Occupancy Adjustment Factor (See Note 4 Below) X 1.00 Occupancy Adjusted Peak Demand = 56.48 KVA F. Other Adjustment Factor (See Note 4 Below) X 1.00 Total Peak Demand = 56.48 KVA G. New Calculated (Demand) Load Added (See Note 5 Below) + 6.87 KVA Metered Demand Based Calculated Load at 120/208V-3PH: = 63.35 KVA Metered Demand Based Calculated Load at 120/208V-3PH: = 175.85 AMPS NOTES: 1. "PDU2" peak demand is 121.0 amps on Phase B (Line 2) at 120/208V-3PH, which is based on integral meter reading on 6/12/2015. 2. Power factor is the lowest value for the past (12) months, which is based on Seattle City Light bill dated 7/24/2014. 3. Not applicable because maximum demand data is available for a 1-year period. 4. Not applicable because maximum demand data is available for a 1-year period. 5. Added new loads per panel schedule for existing "PDU2" on sheet E0.30. 15.06.17 DF PDU2 1-Year Peak Demand Calc Worksheet Per NEC & WAC.xlsx Sequoyah Electric, LLC Page 1 of 1 6/18/2015 8:05 AM DIGITAL FORTRESS JUPITER II ANTENNA STRUCTURE 30-DAY PEAK DEMAND CALCULATION WORKSHEET FOR EXISTING 800A-277/480V-3PH PANEL "U4" PER NEC 220-87 AND WAC 296-46B-900(3)(j) A. Recorded Peak Demand on Date: Several Days (See Note 1 Below) = 179.39 KW Study Dates: From 6/2/2015 To 6/10/2015 B. Power Factor (See Note 2 Below) / 0.96 (P.F.) Apparent Peak Demand = 186.09 KVA C. NEC 220-87 Adjustment Factor X 1.25 Adjusted Peak Demand = 232.61 KVA D. Seasonal Adjustment Factor (See Note 3 Below) X 1.00 Seasonally Adjusted Peak Demand = 232.61 KVA E. Occupancy Adjustment Factor (See Note 4 Below) X 1.00 Occupancy Adjusted Peak Demand = 232.61 KVA F. Other Adjustment Factor (See Note 4 Below) X 1.00 Total Peak Demand = 232.61 KVA G. New Calculated (Demand) Load Added (See Note 5 Below) + 6.87 KVA Metered Demand Based Calculated Load at 277/480V-3PH: = 239.48 KVA Metered Demand Based Calculated Load at 277/480V-3PH: = 288.05 AMPS NOTES: 1. Panel "U4" peak demand is 215.87 amps on Phase B (Line 2) at 277/480V-3PH. 2. Power factor is the lowest value for the past (12) months, which is based on Seattle City Light bill dated 7/24/2014. 3. Not applicable because no heating or cooling connected to this panel. 4. Not applicable because there has been no change in occupancy. 5. Added new loads per panel schedule for existing Panel "U4" on sheet E0.30. 15.06.17 DF Pnl U4 30-Day Peak Demand Calc Worksheet Per NEC & WAC.xlsx Sequoyah Electric, LLC Page 1 of 1 6/18/2015 8:07 AM DIGITAL FORTRESS JUPITER II ANTENNA STRUCTURE 1-YEAR PEAK DEMAND CALCULATION WORKSHEET FOR EXISTING 75KVA. 480V-3PH-3W TO 120/208V-3PH-4W 11PDU4" PER NEC 220-87 AND WAC 296-46B-900(3)(1) A. Recorded Peak Demand on Date: 1-Year (See Note 1 Below) = 31.32 KW Study Dates: Integral Meter Reading on 6/12/15 B. Power Factor (See Note 2 Below) / 0.96 (P.F.) Apparent Peak Demand = 32.49 KVA C. NEC 220-87 Adjustment Factor X 1.25 Adjusted Peak Demand = 40.61 KVA D. Seasonal Adjustment Factor (See Note 3 Below) X 1.00 Seasonally Adjusted Peak Demand = 40.61 KVA E. Occupancy Adjustment Factor (See Note 4 Below) X 1.00 Occupancy Adjusted Peak Demand = 40.61 KVA F. Other Adjustment Factor (See Note 4 Below) X 1.00 Total Peak Demand = 40.61 KVA G. New Calculated (Demand) Load Added (See Note 5 Below) + 6.47 KVA Metered Demand Based Calculated Load at 120/208V-3PH: = 47.08 KVA Metered Demand Based Calculated Load at 120/208V-3PH: = 130.69 AMPS NOTES: 1. "PDU4" peak demand is 87.0 amps on Phase B (Line 2) at 120/208V-3PH, which is based on integral meter reading on 6/12/2015. 2. Power factor is the lowest value for the past (12) months, which is based on Seattle City Light bill dated 7/24/2014. 3. Not applicable because maximum demand data is available for a 1-year period. 4. Not applicable because maximum demand data is available for a 1-year period. 5. Added new loads per panel schedule for existing "PDU4" on sheet E0.31. 15.06.17 DF PDU4 1-Year Peak Demand Calc Worksheet Per NEC & WAC.xlsx Sequoyah Electric, LLC Page 1 of 1 6/18/2015 8:06 AM KDWSALASO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, WA 98125 p, 206,547,1940 1 f. 206.547.8212 www.kdw.net 9EQUOIf A if /-%H Performance. Trust. Value. 15135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service Q REV DESCRIPTION .......................:............................................... ELEC. PERMIT SET ....................... <........ ,...................................... STAMP EXPIRES: '10108/ .. INTERNAL PROJECT NO: 150892 PROJECT NO: 31105 .................................................................................. DESIGNED BY: TMS DRAWN BY: EOS/JJR CHECKED BY: ISSUE DATE: 06/17/2015 DATE 6/17/15 SHEET TITLE LOAD CALCULATIONS [•9:I����Dl�it:1�1 E0.20 z 0 U O W J LL 0 a 0 W m 0 H 0 W 0 a3 0 W LL 0 0 PANEL SCHEDULE Name Section 1 of 1 Panel: F MSB-2 480/277Y Volt 2500 Amp Copper Bus Fed From: SCL 3 Phase,4 Wire 2500 mp Feeder/MLO Top Feed ❑ Feed-Thru Lugs ❑ 200% Neutral Feed To: 65 kAIC 0 0 O Switchboard ❑ Double. Lugs ❑ Isolated Ground Ckt Load Ckt Bkr Load Load Ckt Bkr Load Ckt No Type Load Description No, Tri Pol kVA kVA Tri PoI Type Load Description No. No 1 SWITCHBOARD 4D1 2000 /3 19,93 800 l3 PANEL DP2 3 1----------------- 1 19.23 1 1------------- 4 5 1-------------------- 1 16.78 1 1--------------- 7 NOT USEABLE SPACE NOT USEABLE SPACE 9 NOT USEABLE SPACE NOT USEABLE SPACE 1 11 NOT USEABLE SPACE NOT USEABLE SPACE 1 13 NOT USEABLE SPACE NOT USEABLE SPACE 1 15 NOT USEABLE SPACE NOT USEABLE SPACE 1 17 NOT USEABLE SPACE NOT USEABLE SPACE 1 19 NOT USEABLE SPACE NOT USEABLE SPACE 2 21 NOT USEABLE SPACE NOT USEABLE SPACE 2 23 NOT USEABLE SPACE NOT USEABLE SPACE 2 25 NOT USEABLE SPACE NOT USEABLE SPACE 2 271 1 NOT USEABLE SPACE NOT USEABLE SPACE 2 291 1 NOT USEABLE SPACE NOT USEABLE SPACE 3 I Type Connected Load by Phase Total Load Factor CONT 17.70 14.96 14.92 47.58 kVA 125% RCPT 0.00 0.00 0.00 0.00 kVA 50%>10kVA HEAT 0.00 0.00 0.00 0.00 kVA 100% MTR 0.00 0.00 0.00 0.00 WA 100% LMTR 0.00 0.00 0.00 0.00 WA 125% KITN 0.00 0.00 0.00 0.00 WA 100% MISC 2.23 4.27 1.86 8.36 WA 100% 19.93 19.23 16.78 55.94 Phase WA_ _ 71.92 69.39 60.55 67.29 Ave Phase Amps 3% 3% 2% 3% Panel Loading Digital Fortress Jupiter II Antenna Structure 0.00 0.00 MAX. 0.00 LOAD 0.00 2,500A 8.36 67.84 Total kVA 81.59 Ave Amps 3% Calc Panel Load 6/17/2015 Manufacturer: Other -See Comments Model/Series: Ckt Brkr Type: s / Comments: I Revision #:I I Revision Date: NOT A PANEL, FOR LOAD CALCULATIONS ONLY Panel MSB-2 PANELSCHEDULE Name Section 1 of 1 AQ01JOYA.H. Panel: U4 480/277Y Volt 800 Amp Copper Bus Fed From: SWBD 4D1 3 Phase,4 Wire 800 Amp Main Breaker Bottom Feed I ❑ Feed-Thru Lugs ❑ 200% Neutral Feed To: 14 kAIC Surface Mount Panelboard ❑ Double Lugs ❑ Isolated Ground Ckt Load Ckt Bkr Load Load Ckt Bkr Load No Type Load Description No. Tri Pol kVA kVA Tri Pol Type Load Description No. 1 POW (75KVA) 125 /3 125 /3 PDU8 (75KVA) 3 1----------------- 1 1 1-------------- 5 1----------------- 1 1 1------------- 7 PDU2 (75KVA) 125 /3 2.48 SPACE W/H 9 1---------------- 1 1.96 SPACE W/H 11 1----------------- 1 1.48 SPACE W/H 13 PDU3 (75KVA) 125 /3 SPACE W/H 15 1-------------------- 1 SPACE W/H 17 1------------------ 1 SPACE W/H 19 PDU4 (75KVA) 125 /3 SPACE W/H 21 1---------------- 1 SPACE W/H 23 1----------------- 1 SPACE W/H 25 PDU5 (75KVA) 1 125 /3 SPACE W/H 27 1-------------_-_ 1 SPACE W/H 29 1-------------- 1 SPACE W/H 31 PDU6 (75KVA) 125 /3 SPACE W/H 33 1------------------- 1 SPACE W/H 35 1------------------- 1 SPACE W/H 37 PDU7 (75KVA) 125 /3 SPACE W/H 39 ISPACE W/H 41 1 SPACE W/H $ $ $ I I I Load Type Connected Load by Phase Total Load Factor Calc Load ( ( ( Manufacturer: Other - See Comments CONT 1.90 0.95 0.95 3.80 kVA 125% 4.75 Model/Series: RCPT 0.00 0.00 0.00 0.00 WA 50%>10kVA 0.00 0 0 Ckt Brkr Type: HEAT 0.00 0.00 0.00 0.00 WA 100% 0.00 Notes / Comments: Revision #: 1 Revision Date: MTR 0.00 0.00 0.00 0.00 kVA 100% 0.00 MAX. LMTR 0.00 0.00 0.00 0.00 WA 125% 0.00 LOAD NOT A PANEL, FOR LOAD CALCULATIONS ONLY KITN 0.00 0.00 0.00 0.00 WA 65% 0.00 360KW MISC 0.58 1.01 0.53 2.12 WA 100% 2.12 2.48 1.96 1.48 5.92 Phase WA 6.87 Total WA 8.95 7.07 5.34 7.12 Ave Phase Amps 8.26 Ave Amps 1 % 1 % 1 % 1 % Panel Loading 1 % Calc Panel Load Digital Fortress Jupiter II Antenna Structure 6/17/2015 Panel U4 PANEL SCHEDULE Name Section 1 of 1 Panel: PDU2-A 208/120Y Volt 225 Amp Copper Bus EQUOA. Fed From: PDU2 3 Phase,4 Wire 225 Amp Main Breaker Top Feed ❑ Feed-Thru Lugs ❑ 200% Neutral Feed To: 10 kAIC 0 0 0 Surface Mount Panelboard ❑ Double Lugs ❑ Isolated Ground Ckt Load Ckt Bkr Load ( ( ( Load Ckt Bkr Load Ckt No T e Load Description No. Tri Pol kVA kVA Tri Pol Type Load Description No. No 1 NEW HUGHES PNL ANT TECH A N 4013 2.48 -4 20 /2 MISC OF DC1 ROW 2 CAB 2 E 3 1--------------------- N 1 1.96 1 MISC 1------- E 5 1------------------- N 1 1.48 20 /2 MISC OF DC1 ROW 2 CAB 2 E 7 SPACE W/H 1 MISC 1------------ E Il 9 SPACE W/H SPACE W/H 1 11 SPACE W/H SPACE W/H 1 13 SPACE W/H 40 SPACE W/H 1 15 SPACE W/H SPACE W/H 1 17 ISPACE W/H SPACE W/H 1 19 SPACE W/H 40 SPACE W/H 2 21 MISC ASTM DC1 ROW 6 CAB 4 E 30 /2 SPACE W/H 2 23 MISC 1-------------------- E 1 SPACE W/H 2 25 MISC ASTM DC1 ROW 6 CAB 4 E 30 /2 SPACE W/H 2 27j MISC 1---------------- E 1 SPACE W/H 2 29 MISC ASTM DC1 ROW 6 CAB 5 E 30 /1 SPACE W/H 3 31 MISC COGENT DC1 ROW 7 CAB 4 E 20 /2 20 /1 MISC DF DC1 ROW 8 CAB 4 E 3 33 MISC 1---------------- E 1 30 /1 MISC OF DC1 ROW 8 CAB 3 E 34 35 MISC MRG DC1 ROW 6 CAB 10 E 50 /2 oil20 /1 MISC OF DC1 ROW 8 CAB 4 E 3 37 MISC 1------------------ E 1 SPACE W/H 3 39 SPACE W/H SPACE W/H 4 41 SPACE W/H SPACE W/H 4 $A i 4 Load Type Connected Load by Phase Total Load Factor Calc Load Manufacturer: Other - See Comments CONT 1.90 0.95 0.95 3.80 kVA 125% 4.75 Model/Series: RCPT 0.00 0.00 0.00 0.00 kVA 50%>10kVA 0.0011Ckt Brkr Type: HEAT 0.00 0.00 0.00 0.00 WA 100% 0.00 Notes / Comments: Revision #: Revision Date: MTR 0.00 0.00 0.00 0.00 kVA 100% 0.00 MAX. 1. E = EXISTING CONNECTION. LMTR 000 000 000 0 00 kVA 125% 0.00 LOAD 2. N = NEW CIRCUIT BREAKER & CONNECTION. KITN 0.00 0.00 0.00 0.00 kVA 65% 0.00 75KVA MISC 0.58 1.01 0.53 2.12 kVA 100% 2.12 2.48 1.96 1.48 5.92 Phase kVA 6.87 Total WA 20.67 16.33 12.331 16.44 Ave Phase Amps 19.08 Ave Amps 9% 7% 5% 7% Panel Loading 8% Calc Panel Load Digital Fortress Jupiter II Antenna Structure 6/17/2015 Panel PDU2-A PANEL SCHEDULE Name Section 1 of 1 AQQUOYAH Panel: 4D1 SEC 1 480/277Y Volt 2000 Amp Copper Bus Fed From: MSB-2 3 Phase,4 Wire 2000 Amp Feeder/MLO Top Feed ❑ Feed-Thru Lugs ❑ 200% Neutral Feed To: 65 kAIC 0 0 o 1 Surface Mount Panelboard ❑ Double Lugs ❑ Isolated Ground Ckt Load Fuse Load j j j Load Fuse Load Ckt No Type Load Description No, Tri Pol kVA I kVA Tri Pol Type Load Description No. No 1 TVSS 6013 10 800 /3 UPS-1/2 STATIC BYPASS 21 1 ROOFTOP AC-1 1 25013 411 1 125 /3 1 PANEL H4 2 1------------------ 1 1 1--------- 2 1---------------- 1 1 1-------------- 3 ROOFTOP AC-2 17513 225 13 PANEL H4A 1 3 1------------- J. 1 1------------ 1 3 ---------------- 1 4 ROOFTOP AC-3 175 /3 10 125 13 DC POWER 11 4 1---------------- 1 1 1---------- 11 4 1------------ 1 1 1------------- 11 5 ROOFTOP AC-4 250 13 2.48 400 /3 UPS-1 (PANEL U4) 1 5 1---- ------__--- 1 11 1.96 1 1--------------- 12 5 1------------------- J. 1.48 1 1---------- - 1 6 ROOFTOP AC-5 175 /3 1 400 /3 UPS-2 13 6 1--------------- 1 1 1-------------- 1 6 1-------------- 1 1 1--------------- 13 7 UPS-1/2 MAINT BYPASS 800 /3 2.00 1000 /3 UPS-3 (PANEL U5) 1 71 1 2.51 1 1------------ 1 7 1-------------- 1 I I T 1.01 1 1---------------1 1 14 $ $ $ Load Type Connected Load by Phase Total Load Factor Calc Load Manufacturer: Other -See Comments CONT 17.70 14.96 14.92 47.58 kVA 125% 59.48 Model/Series: RCPT 0.00 0.00 0.00 0.00 kVA 50%>10kVA 0.00 Ckt Brkr Type: HEAT 0.00 0.00 0.00 0.00 WA 100% 0.00 Notes / Comments: I Revision #:I I Revision Date: MTR 0.00 0.00 0.00 0.00 WA 100% 0.00 MAX. LMTR 0.00 0.00 0.00 0.00 kVA 125% 0.00 LOAD NOT A PANEL, FOR LOAD CALCULATIONS ONLY KITN 0.00 0.00 0.00 0.00 kVA 100% 0.00 2,000A MISC 2.23 4.27 1.86 8.36 WA 100% 8.36 19.93 19.23 16.78 55.94 Phase kVA 67.84 Total kVA 71.92 69,391 60.55 67.29 Ave Phase Amps 81.59 Ave Amps 4% 31% 3% 3% Panel Loading 4% Cale Panel Load Digital Fortress Jupiter II Antenna Structure 6/17/2015 Panel 4D1 SEC 1 PANEL SCHEDULE Name Section 1 of 1 �����.,��� Panel: U5 480/277Y Volt 1200 Amp Copper Bus Fed From: SWBD 01 3 Phase,4 Wire 1200 Amp Feeder/MLO Bottom Feed p Feed-Thru Lugs ❑ 200% Neutral Feed To: 14 kAIC Surface Mount Panelboard 'j ❑ Double Lugs ❑ Isolated Ground Ckt Load Ckt Bkr Load Load Ckt Bkr Load Ckt No TVpe Load Description No. Tri Pol kVA kVA Tri Pol Type Load Description No. No 1 PDU4 UMCB (75KVA) 150 /3 2.00 SPACE W/H 3 1--------------- 1 2.51 SPACE W/H 5 1-------------- 1 1.01 SPACE W/H 7 STARLINE DC3 SEC 2 250 /3 0 SPACE W/H 9 1-------------- 1 SPACE W/H 1 11 1---------------- 1 SPACE W/H 1 13 STARLINE DC3 CAGE 3B SEC 1 150 /3 SPACE W/H 1 1---------------- 1 SPACE W/H 1-------------- 1 SPACE W/H STARLINE DC1 15013 SPACE W/H 1------------------ 1 SPACE W/H 1--------------- J. SPACE W/H STARLINE DC3 CAGE 3A SEC 3 250 /3 4 0 SPACE W/H 1-------------- 1 SPACE W/H 1-------------- 1 SPACE W/H 3 PANEL GS CAGE E 70 /3 SPACE W/H -------------- 1- 1 SPACE W/H 1------------ 1 SPACE W/H 37 SPACE W/H 4 SPACE W/H 3 39 SPACE W/H SPACE W/H 4 41 SPACE W/H SPACE W/H 42 $ $ $ I I I Load Type Connected Load by Phase Total Load Factor Calc Load I Manufacturer: Other -See Comments CONT 1.90 0.95 0.95 3.80 kVA 125% 415 1 Model/Series: RCPT 0.00 0.00 0.00 0.00 kVA 50%>10kVA 0.0011 0 0 Ckt Brkr Type: HEAT 0.00 0.00 0.00 0.00 kVA 100% 0.00 Notes / Comments: Revision #: Revision Date: MTR 0.00 0.00 0.00 0.00 kVA 100% 0.00 MAX. LMTR 0.00 0.00 0.00 0.00 kVA 125% 0.00 LOAD NOT A PANEL, FOR LOAD CALCULATIONS ONLY KITN 0.00 0.00 0.00 0.00 kVA 65% 0.00 1,000A MISC 0.10 1.56 0.06 1.72 kVA 100% 1.72 2.00 2.51 1.01 5.52 Phase kVA 6.47 Total WA 7.22 9.06 3.641 6.64 Ave Phase Amps 7.78 Ave Amps 1% 1% 0% 1% Panel Loading 1% Cale Panel Load Digital Fortress Jupiter II Antenna Structure 6/17/2015 Panel U5 PANEL SCHEDULE Name Section 1 of 1 ` Panel: PDU2-B 208/120Y Volt 225 Amp Copper Bus SECQUOYAH Fed From: PDU2 3 Phase,4 Wire 225 Amp Main Breaker Top Feed ❑ Feed-Thru Lugs ❑ 200% Neutral Feed To: 10 kAIC 0 0 0 Surface Mount Panelboard ❑ Double Lugs E) Isolated Ground Ckt Load Ckt Bkr Load ( ( ( Load Ckt Bkr Load Ckt No T e Load Description No. Tri PoI kVA kVA Tri Pol Type Load Description No. No 1 MISC OF CAGE 1A ROW 8 CAB 2 E 30 /t 1 40 20 /1 MISC OF FIRE DAMPERS E 2 3 MISC DF CAGE 1A ROW 8 CAB 6 E 20 /1 20 /1 MISC OF EPO E 4 5 MISC DF CAGE 1A ROW 8 CAB 9 E 2011 SPACE W/H 7 MISC DF CAGE 1A ROW 8 CAB 10 E 1 20 /1 41 1 ISPACE W/H B 9 MISC DF CAGE 1A ROW 8 CAB 10 E 20 /1 30 /1 MISC MRG CAGE 1A ROW 6 CAB 9 E 10 11 MISC OF CAGE 1A ROW 8 CAB 4 E 30 /1 30 /1 MISC MRG CAGE 1A ROW 6 CAB 9 E 1 13 MISC SNW CAGE 1A ROW 7 CAB 11 E 20 /2 50 /2 MISC MRG CAGE 1A ROW 6 CAB 10 E 14 15 MISC 1--------------- E 1 1 MISC 1----------- E 16 17 MISC GOLD CAGE 1A ROW 2 CAB 13 E 3012 30 /2 MISC DF CAGE 1A ROW 8 CAB 8 E 18 19 MISC 1----------------- E 1 1 MISC 1-- ------ E 20 21 MISC GOLD CAGE 1A ROW 2 CAB 13 E 30 l2 2012 MISC DF CAGE 1A ROW 8 CAB 8 E 22 23 MISC 1-------------- E 1 1 MISC 1.------------- E 2 25 SPACE W/H 3012 MISC OF CAGE 1A ROW 8 CAB 7 E 2 27 SPACE W/H 1 MISC 1.-------------- E 2 29 SPACE W/H 20 /2 MISC OF CAGE 1A ROW 8 CAB 7 E 3 31 MISC DF CAGE 1 B UPS-3 MONITOR E 20 /1 1 MISC 1------------- E 32 33 SPACE W/H SPACE W/H 34 35 MISC WIRED CAGE 1B UPS ROOM 1 E /1 SPACE W/H 36 37 SPACE W/H SPACE W/H 38 39 MISC I OF CAGE I BATTERY CHARGER E 20 /1 SPACE W/H 4 411 MISC I WIRED CAGE 1B UPS ROOM 1 E /1 SPACE W/H 42 $ $ Load Type Connected Load by Phase Total Load Factor Calc Load Manufacturer: Other- See Comments CONT 0.00 0.00 0.00 0.00 kVA 125% 0.00 Model/Series: RCPT 0.00 0.00 0.00 0.00 kVA 50%>10kVA 0.00 Ckt Brkr Type: HEAT 0.00 0.00 0.00 0.00 kVA 100% 0.00 Notes / Comments: I Revision #:I I Revision Date: MTR 0.00 0.00 0.00 0.00 kVA 100% 0.00 MAX. 1. E = EXISTING CONNECTION. LMTR 0.00 0.00 0.00 0.00 kVA 125% 0.00 LOAD KITN 0.00 0.00 0.00 0.00 kVA 65% 0.00 75KVA MISC 0.00 0.00 0.00 0.00 kVA 100% 0.00 0.00 0.00 0.00 0.00 Phase kVA 0.00 Total kVA j 0.00 0.00 0.001 0.00 Ave Phase Amps 0.00 Ave Amps I 0% 0% 0% 0% Panel Loading 0% Calc Panel Load Digital Fortress Jupiter II Antenna Structure 6/17/2015 Panel PDU2-B PANEL SCHEDULE Name Section 1 of 1 AQCQUOYAH Panel: F 4D1 SEC 2 480/277Y Volt 2000 Amp Copper Bus Fed From: 4D1 SEC 1 3 Phase,4 Wire 2000 Amp Feeder/MLO Top Feed ❑ Feed-Thru Lugs ❑ 200% Neutral Feed To: 65 MC 0 0 o Surface Mount Panelboard ❑ Double Lugs ❑ Isolated Ground Ckt Load Fuse Load Load Fuse Load Ckt No Type Load Description No, Tri Pol kVA kVA Trip Pol Type Load Description No. No 15 UPS-3 STATIC BYPASS 1000 13 NOT USEABLE SPACE 15 1---------------- 1 NOT USEABLE SPACE 15 1------------ 1 NOT USEABLE SPACE 161 IPANEL4P2 1 225 /3 1 40 INOT USEABLE SPACE 16 1------------- 1 NOT USEABLE SPACE 16 1--------------- 1 NOT USEABLE SPACE 17 SPARE 225 /3 NOT USEABLE SPACE 17 1--------------- 1 NOT USEABLE SPACE 17 1-------------- 1 NOT USEABLE SPACE 181 1 NEW HUGHES PNL ANT UTILITY N 125 /3 15.45 NOT USEABLE SPACE 18 1------------- N 1 14.76 NOT USEABLE SPACE 18 1------------- N 1 14.29 NOT USEABLE SPACE 19 SPARE 125 /3 NOT USEABLE SPACE 19 1------ ---- 1 NOT USEABLE SPACE 19 1------------ 1 NOT USEABLE SPACE 201 SPARE 225 /3 NOT USEABLE SPACE 20 1---------------- 1 40 NOT USEABLE SPACE 20 1----------------- 1 NOT USEABLE SPACE 21 SPARE 400 /3 1NOT USEABLE SPACE 21 INOT USEABLE SPACE 21 1---------------- 1 NOT USEABLE SPACE $ $ $ Load Type Connected Load by Phase Total Load Factor Calc Load Manufacturer: Other - See Comments CONT 13.90 13.06 13.02 39.98 kVA 125% 49.98 Model/Series: RCPT 0.00 0.00 0.00 0.00 kVA 50%>10kVA 0.00 Ckt Brkr Type: HEAT 0.00 0.00 0.00 0.00 kVA 100% 0.00 Notes / Comments: Revision #:I I Revision Date: MTR 0.00 0.00 0.00 0.00 WA 100% 0.00 MAX. LMTR 0.00 0.00 0.00 0.00 kVA 125% 0.00 LOAD NOT A PANEL, FOR LOAD CALCULATIONS ONLY KITN 0.00 0.00 0.00 0.00 WA 100% 0.00 2,000A MISC 1.55 1.70 1.27 4.52 WA 100% 4.52 1 1. E = EXISTING CONNECTION. 15.45 14.76 14.29 44.50 Phase kVA 54.50 Total kVA 2. N = NEW CONNECTION. 55.75 53.26 51.56 53.53 Ave Phase Amps 65,55 Ave Amps 3% 3% 3% 3% Panel Loading 3% Calc Panel Load Digital Fortress Jupiter 11 Antenna Structure 6/17/2015 Panel 4D1 SEC 2 PANEL SCHEDULE Name Section 1 of 1 Panel: PDU2 480/277Y Volt 125 Amp Copper Bus Ai�CQ UOYA.H Fed From: U4 3 Phase,4 Wire 125 Amp Main Breaker Bottom Feed ❑ Feed-Thru tugs ❑ 200% Neutral Feed To: 10 kAIC Surface Mount Panelboard ❑ Double Lugs ❑ Isolated Ground Ckt Load Ckt Bkr Load Load Ckt Bkr Load Ckt No Type Load Description No. Tri PoI kVA kVA I Trip Pol Tvpe Load Description No. No 1 PANEL PDU2-A E 225 /3 2.48 OF NOT USEABLE SPACE 3 1-------------- E 1 1.96 DNOT USEABLE SPACE 5 1---------------- E 1 1.48 NOT USEABLE SPACE 7 PANEL PDU2-13 E 1 225 /3 1 0.00 NOT USEABLE SPACE 9 1------------ E 1 0.00 NOT USEABLE SPACE 1 11 1--------------- E 1. 0.00 NOT USEABLE SPACE 1 13 PANEL PDU2-C E 225 /3 0.00 NOT USEABLE SPACE 1 15 1------------- E 1 0.00 NOT USEABLE SPACE 1 17 1------ --- E 1 0.00 NOT USEABLE SPACE 1 19 NOT USEABLE SPACE NOT USEABLE SPACE I 2 21 NOT USEABLE SPACE INOT USEABLE SPACE 2 23 NOT USEABLE SPACE NOT USEABLE SPACE 2 25 NOT USEABLE SPACE NOT USEABLE SPACE 2 27 NOT USEABLE SPACE NOT USEABLE SPACE 2 29 1 NOT USEABLE SPACE NOT USEABLE SPACE 3 / / /.,."""".".. ,"...,..,.r./ , ",,, ..".."....,.,.../...,...,,....,,,f/r:"..,/ :r/. /.,../ ," ..................... ".....,.. 11 I,/ , .... /,/`.., .". ....... l /"., ...,,...... ....,"....,,., ,... ., ,.,,...... is / ./ / /�// .. .. / .. ." /.. ".."........:. /"............... "....... ".,, .,,.,.. ,"... ». ,,,fir.. / /.. �/ ..... .., i ". ""......, /.�,". .//.."......."...,/.....,../".,,...."....,....,,,....,./."./,:...,.,..i......i......."................."........ /.:.,.:.,". ".....,... ...i //.., ff.../,,: $ $ $ I Load Type Connected Load by Phase Total Load Factor Calc Load ( ( ( Manufacturer: Other -See Comments CONT 1.90 0.95 0.95 3.80 kVA 125% 4.75 ( Model/Series: RCPT 0.00 0.00 0.00 0.00 kVA 50%>10kVA 0.00 Ckt Brkr Type: HEAT 0.00 0.00 0.00 0.00 kVA 100% 0.00 Notes / Comments: I Revision #:I I Revision Date: MTR 0.00 0.00 0.00 0.00 kVA 100% 0.00 MAX. LMTR 0.00 0.00 0.00 0.00 kVA 125% 0.00 LOAD NOT A PANEL, FOR LOAD CALCULATIONS ONLY KITN 0.00 0.00 0.00 0.00 kVA 65% 0.00 75KVA MISC 0.58 1.01 0.53 2.12 WA 100% 2.12 1. E = EXISTING CONNECTION. 2.48 1.96 1.48 5.92 Phase kVA 6.87 Total WA 8.95 7.071 5.34 7.12 Ave Phase Amps 8.26 Ave Amps 7% 6% 49/6 6% Panel Loading 7% Calc Panel Load Digital Fortess Jupiter II Antenna Structure 6/17/2015 Panel PDU2 PANEL SCHEDULE Name Section 1 of 1 11 Panel: PDU2-C 208/120Y Volt 225 Amp Copper Bus SEUYA.H Fed From: PDU2 3 Phase,4 Wire 225 Amp Main Breaker Top Feed ❑ Feed-Thru Lugs ❑ 200% Neutral Feed To: 10 kAIC 1 0 0 0 1 Surface Mount Panelboard ❑ Double Lugs ❑ Isolated Ground ct Load Ckt Bkr Load ( ( ( Load Ckt Bkr Load T e Load Description No. Tri PoI kVA kVA Tri Pol T e Load Description No. I 1 MISC OF DC1 ROW 8 CAB 1 E 30 /1 3011 MISC OF DC1 ROW 1 CAB 11 E 3 MISC DF DC1 ROW 8 CAB 1 E 30 /1 30 /1 MISC OF DC1 ROW 1 CAB 12 E 5 MISC DF DC1 ROW 8 CAB 3 E 3011 30 /1 MISC DF DC1 ROW 1 CAB 10 E 7 MISC IDF DC1 ROW 8 CAB 2 E 30 /1 1 1 30 11 MISC DF DC1 ROW 1 CAB 5 E 9 MISC OF DC1 ROW 8 CAB 4 E 30/2 30 /1 MISC BOT DC1 ROW 1 CAB 6 E 11 MISC 1--------------- E 1 SPACE W/H 13 MISC DF DC1 ROW 8 CAB 5 E 3011 SPACE W/H 15 MISC DF DC1 ROW 8 CAB 5 E 30 /1 SPACE W/H 17 MISC OF DC1 ROW 8 CAB 6 E 30 /1 SPACE W/H 19 MISC DF DC1 ROW 8 CAB 6 E 1 30 /1 ISPACE W/H ?t MISC DF DC1 ROW 8 CAB 4 E 3012 SPACE W/H ?3 MISC 1---------------- E 1 SPACE W/H ?5 SPACE W/H SPACE W/H t7 MISC GOLDER DC1 ROW 2 CAB 14 E 30 /2 SPACE W/H 29 MISC 1------------ E J. SPACE W/H 31 MISC SPARE DC1 ROW 2 CAB 12 E /1 SPACE W/H 33 MISC OW DC1 ROW 1 CAB 8 E 30 /1 SPACE W/H 35 MISC OW DC1 ROW 1 CAB 9 30SPACE W/H 37 MISC SI DC1 ROW 1 CAB 3 30 /t SPACE W/H 39 MISC NSC DC1 ROW 1 CAB 2 JE 2011 30 /2 MISC SNI A/B DC1 ROW 7 CAB 13 E Ill JSPACEWIH T 1 MISC 1---------- E illA $ $ lad Type Connected Load by Phase Total Load Factor Calc Load Manufacturer: Other - See Comments CONT 0.00 0,00 0.00 0.00 kVA 125% 0.00 Model/Series: RCPT 0.00 0.00 0.00 0.00 WA 50%>10kVA 0.0qI Ckt Brkr Type: HEAT 0.00 0.00 0.00 0.00 WA 100% 0.00 Notes / Comments: I Revision #:I I Revision Date: MTR 0.00 0.00 0.00 0.00 kVA 100% 0.00 MAX. 1. E = EXISTING CONNECTION.- , LMTR 0.00 0.00 0.00 0.00 kVA 125% 0.00 LOAD KITN 0.00 0.00 0.00 0.00 WA 65% 0.00 75KVA ����� A�� MISC 0.00 0.00 0.00 0.00 kVA 100% 0.00 0.00 0.00 0.00 0.00 Phase kVA 0.00 Total kVA PERMITAND 4 0.00 0.00 0.00 0.00 Ave Phase Amps 0.00 Ave Amps APPROVAL 0% 0% 0% 0% Panel Loading 0% Calc Panel Load Digital Fortress Jupiter 11 Antenna Structure 6/17/2015 ,. anel P U2-C RE EIVED Y O TUKWILA JUN 2 9 2015 Wt CENTER 10202 Fifth Avenue NE, Suite 300 Seattle, WA 98125 p.206,547.1940 1 f.206.547.8212 Www.kdW.nc� 'AH Et Q U I Performance. Trust. Value. 115135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service Q REV DESCRIPTION ELEC. PERMIT SET STAMP bV EXPIRES: 10 / 08 / INTERNAL PROJECT NO: 150892 PROJECT NO: 31105 DESIGNED BY: TMS DRAWN BY: EOS/JJR CHECKED BY: ISSUE DATE: 06/17/2015 SHEET TITLE PANEL SCHEDULES SHEET NUMBER E0.30 DATE 6/17/15 0 w1a W U) S 0 C z O F= O J W J LL Cr W 2 W W Q } s w w } m 0 W W tif�, 1 m%"s's.' id KDW.... ,. .. R A 10202 Fifth Avenue NE, Suite 300 Seattle, WA 98125 p. 206.547,1940 1 f. 206.547.8212 www.kdw.net E (Q�*_UOYAH Performance. Trust. Value. 115135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service REV - DESCRIPTION ..................................................................... ELEC. PERMIT SET STAMP qpD �v VQ� 6�1 9 4 SSjONAL EXPIRES: 10 / 08 / INTERNAL PROJECT NO: 150892 PROJECT NO: 31105 ............................................................................................. DESIGNED BY: TMS DRAWN BY: EOS / JJR CHECKED BY: ............................................................................................. ISSUE DATE: 06/17/2015 SHEET TITLE SHEET NUMBER SITE PLAN E 1.00 X W r- U, 0 W 0 W z 0 a 0 J W LL 0 0 r m W Im a n 0 W LL 0 M F-. . .......... .. . . , ::. . .... ... ........... ......... ...... . . . . . .. . .. . . . . . . . . . ....... . ........ . » ..... ...:....... »:..... »:.... ».......... SEE SHEET E2.02 FOR CONTINUATION ELECTRICAL NOTES 1. ALL LOW VOLTAGE RACEWAY BENDS ARE TO BE FACTORY WIDE SWEEP ELBOWS WITH A MINIMUM RADIUS OF 36" PER HUGHES NETWORK SYSTEMS REQUIREMENTS. 2. ALL AC POWER RACEWAY BENDS SHALL BE PER THE 2014 NATIONAL ELECTRICAL CODE. 3. ALL CONDUCTORS SHALL BE COPPER, NO ALUMINUM CONDUCTORS WILL BE ALLOWED. 4. NO AC OR MC CONDUCTORS ARE ALLOWED. 5. FIELD VERIFY LOCATION OF 8.1 METER ANTENNA PLACEMENT AND "POINTING DIRECTION" PRIOR TO ALL CONDUIT ROUGH -IN AND ANTENNA AC POWER PANEL ROUGH -IN. FLAG NOTES REFER TO HUGHES SATELLITE ANTENNA SYSTEMS INSTALLATION INFORMATION FOR JUPITER SITES PAGE 20 OF 23 8.1 METER ANTENNA PAD CONDUIT PLACEMENT DETAIL #2 ON THIS SHEET FOR CONDUIT STUB -UP AND ANTENNA AC POWER PANEL LOCATIONS. ORIENTATION OF ANTENNA PAD ON THE SITE PLAN DOES NOT MATCH THE 8.1 METER ANTENNA PAD DETAIL #2 ON THIS SHEET FOR CONDUIT STUB -UP AND ANTENNA AC POWER PANEL LOCATIONS. ORIENTATION OF ANTENNA PAD ON THE SITE PLAN DOES NOT MATCH THE 8.1 METER ANTENNA PAD DETAIL #2 ON THIS SHEET ORIENTATION, REFER TO LOCATIONS OF (3) ANTENNA AC POWER PANELS TO HELP WITH ORIENTATION. FIELD VERIFY EXACT LOCATION OF 8.1 METER ANTENNA PLACEMENT AND "POINTING DIRECTION" PRIOR TO ALL CONDUIT ROUGH -IN. 2� PER 2014 N.E.C. TABLE 300.5, PROVIDE A MINIMUM COVER OF 24" WHEN RACEWAYS ARE UNDER PARKING LOT. PROVIDE 12'-0" HIGH POLE WITH LED LIGHT FIXTURE AT THE TOP OF THE POLE AND PROVISIONS FOR A SECURITY CAMERA TO BE MOUNTED BELOW THE LIGHT FIXTURE AT +10'-0" A.F.G. 138W LED LIGHT FIXTURE WITH MOTION SENSOR AND HOUSE -SIDE SHIELD SHALL BE LITHONIA LIGHTING #DSXO-LED-40C-1000-40K-T4M-MVOLT-SPA-PIR-HS-DDBXD OR EQUAL. 12'-0" HIGH POLE SHALL BE LITHONIA LIGHTING #SSA-12-4C-****-FBC-DDB OR EQUAL, WITH PROVISIONS FOR SECURITY CAMERA MOUNTING AND CABLING AT +10'-0" A.F.G. 4� FINAL CONDUIT INSTALLATION DESIGN AT ANTENNA FOUNDATION PROVIDED BY HUGHES ANTENNA CONTRACTOR (SED). PROVIDE #2 BARE COPPER CONDUCTOR GROUND RING LOCATED 24" OFF OF THE ANTENNA PAD AND 30" DEEP (BELOW FINISHED GRADE). INTERCONNECT GROUND RING WITH BIDIRECTIONAL CONNECTIONS. PROVIDE 3/4" DIAMETER X 10'-0" LONG COPPER GROUND ROD AT THE FOUR CORNERS AND AT MIDPOINTS OF THE NORTH/SOUTH AND EAS/WEST SECTIONS OF THE GROUND RING, MINIMUM. PROVIDE EXOTHERMIC CONNECTIONS BETWEEN GROUND RING AND GROUND RODS. 8.1 Meter Conduit Placement 8.1mr 2 8.1 METER ANTENNA PAD CONDUIT PLACEMENT DETAIL SCALE: NONE NOTE: ORIENTATION OF ANTENNA PAD IN THIS DETAIL DOES NOT MATCH THE SITE PLAN ORIENTATION, REFER TO LOCATIONS OF (3) ANTENNA AC POWER PANELS TO HELP WITH ORIENTATION. FIELD VERIFY EXACT LOCATION OF 8.1 METER ANTENNA PLACEMENT AND "POINTING DIRECTION" PRIOR TO ALL CONDUIT ROUGH -IN. FINAL CONDUIT INSTALLATION DESIGN AT ANTENNA- FOUNDATION PROVIDED BY HUGHES ANTENNA CONTRACTOR�(rS,EPDbAE RECEIVED PE��RMnnl!!TAND CITY OF TUKWILA o APPROVAL o, JUN 2 9 2015 R QUI l) PERMIT CENTER SC : 1" = 10' .em indM6 BE E Q U 0 YA% H Performance. Trust. Value. 15135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service 0 REV DESCRIPTION ........................................................... i ELEC. PERMIT SET STAMP QV SSIGNAL ECG EXPIRES: 10 / 08 / SO/40 INTERNAL PROJECT NO: 150892 PROJECT N0: 31105 DESIGNED BY: TMS DRAWN BY: EOS / JJR CHECKED BY: ISSUE DATE: 06/17/2015 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER E1.01 : : i i • i : PANEL I_ i:'kN rL itF 9 O C z 0 U O J W J LL ti a N O 0 w LL 0 0 F- f ELECTRICAL NOTES 1. LIGHT LINES ARE INDICATING EXISTING ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT AND DARK LINES ARE INDICATING NEW ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT. I�ff' 10202 Fifth Avenue ICEd Suite 300 Seattle, WA 9012 p.206.547.1940 I f.206.547.8212 www.kdw.net 9SEQUON/AH Performance. Trust. Value. 115135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service Q REV DESCRIPTION ..................................................................... ELEC. PERMIT SET INTERNAL PROJECT NO: 150892 PROJECT NO: 31105 .................................................................................. DESIGNED BY: TMS DRAWN BY: EOS / JJR CHECKED BY: ................................................................................. ISSUE DATE: ................................................................................. 06/17/2015 SHEET TITLE LEVEL P-2 POWER FLOOR PLAN SHEET NUMBER E2.00 X l:`MR 1-- L I A 100A — CRU••1I V///ACRU.. ups-1 BF�..�,.... far�..I.. 31;.I... BAIF..I_ UPS-2 'ANI::L. M I J w J z 0 a 0 w LL w a 0 m w 0 W m 0 s n iB 6 w LL 0 0 F- f,i ,,: ! PS' .,. B- 4,,PS`A- SEE SHEET E1.01 FOR CONTINUATION PARAI..LELICf G GEAR BY UP•i:��pMANUFACT13RER CE�E� DUTTS i P0%1 ZY* ` A E L fFF.�IIC[[ "I' f,(�- I'C�`;t�y L. 4RO M Xi E`3R E... L;3•�''1A (ABOVE" & X -MR `F-UPS1B (BELOW) PANEL UPSIA PANEL UPS;1B PANEL 1.A.A CONDi.Jfll' CHASE', E :. CF-1WR-1� a, --PADEL L1 T• a ` a \,�AIEL I I1 LIGHTING a• .=a CONTROL _ SUSPEND AC POWER CONDUITS #C11-SEC, #C12 AND #C13 FROM CEILING ?.µ AS REQUIRED, FIELD VERIFY EXACT ROUTING. REFER TO DIGITAL «'. FORTRESS HUGHES 8.1 METER ANTENNA CONDUIT SCHEDULE ON SHEET xf 11: I L1. -< E0.12 FOR CONDUIT SIZES AND POINT TO POINT DESCRIPTIONS. PA EL DPU- »_-»....»........_... PANEL L I.A. :.. EPE..5 PANi.,.,L. DC-2 FL! f i ........:........................................................ ............. .................................... ......................... .. ........................:. ANEW 75KVA TRANSFORMER, REFER TO POWER ONE -LINE RISER DIAGR) SUSPEND AC POWER CONDUITS #C11-PRI, #C12 AND #C13 TO LEVEL 4 FROM CEILING AS REQUIRED, FIELD VERIFY EXACT ROUTING. REFER TO DIGITAL FORTRESS HUGHES 8.1 METER ANTENNA CONDUIT SCHEDULE ON SHEET E0.12 FOR CONDUIT SIZES AND POINT TO POINT DESCRIPTIONS. ELECTRICAL NOTES 1. LIGHT LINES ARE INDICATING EXISTING ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT AND DARK LINES ARE INDICATING NEW ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT. 2. ALL LOW VOLTAGE RACEWAY BENDS ARE TO BE FACTORY WIDE SWEEP ELBOWS WITH A MINIMUM RADIUS OF 36" PER HUGHES NETWORK SYSTEMS REQUIREMENTS. 3. ALL AC POWER RACEWAY BENDS SHALL BE PER THE 2014 NATIONAL ELECTRICAL CODE. 4. ALL CONDUCTORS SHALL BE COPPER, NO ALUMINUM CONDUCTORS WILL BE ALLOWED. 5. NO AC OR MC CONDUCTORS ARE ALLOWED. i ,I 1 �zc.= N V f...Ir.,I,.I: R, T IC �() I6VID {D O CRU- 13 r CRU-14 UPSIB-2 UPSIA- PNL DC;-1 I:: po F PANEL MIA PANEL U1B r--,�-MI?. T-.1. FLAG NOTES 1> EXISTING WINDOW AT LEVEL 1 TO BE REMOVED FOR CONDUIT ACCESS LEVEL 1 INTERIOR AC POWER PULL BOX #3: PROVIDE 18"W X 30" T X 24" D POINT INTO THE EXISTING BUILDING. REFER TO ARCHITECTURAL DETAILS MINIMUM NEMA TYPE 1 ANGLE PULL BOX PER N.E.C. ARTICLE 314.28(A)(2) FOR NEW WALL TO REPLACE WINDOW. MOUNTED TO EXISTING INTERIOR WALL AS REQUIRED. PROVIDE LOCKABLE 48"W X 60"H X 18"D WALL MOUNTED SURGE EXTERIOR AC POWER PULL BOX #2: PROVIDE 18"W X 30" T X 24" D ARRESTOR CABINET, SAGINAW CONTROL & ENGINEERING MODEL MINIMUM NEMA TYPE 3R ANGLE PULL BOX PER N.E.C. ARTICLE 314.28(A)(2) #SCE-604818FSD, INSIDE THE BUILDING AS INDICATED. PROVIDE MOUNTED TO EXISTING EXTERIOR WALL AS REQUIRED. GROUND BAR INSIDE THE SURGE ARRECTOR CABINET. REFER TO SURGE ARRESTOR CABINET CONDUIT LAYOUT DETAIL #1 ON SHEET E4.00 FOR 7> EXTERIOR LOW VOLTAGE PULL BOX #2: PROVIDE 48"W X 48" T X 48" D CONDUIT ENTRY LOCATIONS. MINIMUM NEMA TYPE 3R ANGLE PULL BOX PER N.E.C. ARTICLE 314.28(A)(2) MOUNTED TO EXISTING EXTERIOR WALL AS REQUIRED. LEVEL 1 INTERIOR AC POWER PULL BOX #4: PROVIDE 18"W X 30"L X 6"D MINIMUM NEMA TYPE 1 STRAIGHT PULLBOX PER N.E.C. ARTICLE 314.28(A)(1) MOUNTED TO THE CEILING AS REQUIRED. 4� PROVIDE WALL MOUNTED GROUNDING PLATE ADJACENT TO WHERE THE AC POWER AND GROUNDING CONDUITS ENTER THE BUILDING, FIELD VERIFY EXACT LOCATION. BOND WALL MOUNTED GROUNDING PLATE TO LEVEL P-2 EXISTING MASTER GROUND BAR FOR EXISTING MAIN SWITCHBOARD MSB-2 (SEE SHEET E2.00 FOR LOCATION) WITH #2 BARE COPPER GROUND CONDUCTOR. THE HUGHES ANTENNA CONTRACTOR (SED) WILL PROVIDE GROUNDING CABLES FROM THE ANTENNA TO THE WALL MOUNTED GROUNDING PLATE. Q REV DESCRIPTION ...................... .......... ..................... ......................................... 1 ELEC. PERMIT SET STAMP SHEET TITLE LEVEL 1 POWER FLOOR PLAN SHEET NUMBER E2.02 cc 0 0 J ll. Q' W R. 0 a N J W W J 9 0 ELECTRICAL NOTES 1. LIGHT LINES ARE INDICATING EXISTING ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT AND DARK LINES ARE INDICATING NEW ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT. KDWSALASO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, WA 90125 p.206.547.1940 l f.206.547.€321.2 www.kdw.net S ERQ U 0'T" A'H Performance. Trust. Value. 15135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service REV DESCRIPTION .....................:............................................... t ELEC. PERMIT SET STAMP MJ W J Q zoo 0 co Q 0) zQ W I- Q � J Q J i>> i— O T_ EXPIRES: 70108/ W/(,O I INTERNAL PROJECT NO: 150892 PROJECT NO: 31105 DESIGNED BY: TMS DRAWN BY: EOS/JJR CHECKED BY: .......-........................................................................................................ ISSUE DATE: ................................................................................................................. 06/17/2015 SHEET TITLE LEVEL 2 POWER FLOOR PLAN SHEET NUMBER E2.03 OW CONDUIT PATH FOR AC POWER CONDUITS #C11-PRI, #C12 AND #C13 FROM LEVEL 1 TO LEVEL 4. FIELD VERIFY EXACT ROUTING, RELOCATE EXISTING EQUIPMENT AND CONDUITS AS REQUIRED. REFER TO DIGITAL FORTRESS HUGHES 8.1 METER ANTENNA CONDUIT SCHEDULE ON SHEET EO.12 FOR CONDUIT SIZES AND POINTTO POINT DESCRIPTIO.NS........................................................................................................................................... OPEN CABLE PATH FOR LO.W.:VOLTAGE CABLES THAT ARE CONTAINED IN CONDUIT`##C1, #C2, #C3, #C4, #C5, #CS1, #CS2 AND #SPARE FROM LEVWl TO LEVEL 4. FIELD VERIFY EXACT ROUTING, RELOCATE EXIMNG EQUIPMENT AND CONDUITS AS REQUIRED. PROVIDE CONDUIT SLEEVES TN FLObR SLAB AND CEILING SLAB PER THE DIGITAL FORTRESS Hp H�8.1 METER -i ANTENNA CONDUIT SCHEDULE ON SHEET EO':"12'FOR CONDUIT�_3I,.:..., SIZES AND POINT TO POINT DESCRIPTIONS. .......... 0 0 2 LL Cr W O a J W > W r ELECTRICAL NOTES 1. LIGHT LINES ARE INDICATING EXISTING ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT AND DARK LINES ARE INDICATING NEW ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT. `:. L A I 10202 Fifth Avenue NE, Suite 300 Seattle, WA 98.2 p.206,547.1940 1 f.206.547.8212 www.kdw.net Q REV DESCRIPTION ELEC. PERMIT SET STAMP ^()D DATE 6/17/15 �SrONAL ��G�, TPIRES 10108/ INTERNAL PROJECT NO 150892 PROJECT NO: 31105 .............................................................................................................................................................. DESIGNED BY: TMS DRAWN BY: EOS/JJR CHECKED BY: ISSUE DATE: 06/17/2015 SHEET TITLE RECEIVED CITY 4F TUKWILA LEVEL 3 POWER FLOOR SEPAPATO JUN 2 9 2015 PLAN E2.04 z 0 a O J W J LL Zn za 0 W LL 0 0 co ELECTRICAL NOTES 1. LIGHT LINES ARE INDICATING EXISTING ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT AND DARK LINES ARE INDICATING NEW ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT. SEPARATE PERMITqND REQ(Rj RFD RECEIVED CITY OF TUKWILA JUN 2 9 2015 PERMIT CENTER 1 4i vT 1 a Auk 1 u nnn ' in KDWSALASO'BRIEN 10202 Fifth Avenue NE, Sure 300 Seattle, WA 98125 p.206,547,1940 1 f.206.547.8212 www.kdw.net Data Centers ir'SEQUOYAH 15135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service Q REV DESCRIPTION ......................:............................................... ELEC. PERMITSET STAMP I EXPIRES: 10/08/ SOI(O 1 INTERNAL PROJECT NO: 150692 PROJECT NO: 31105 ........................................................................................................................ DESIGNED BY: .. TMS ..... ........................ .................................................................. DRAWN BY: I ........... I........... EOS /JJR CHECKED BY: ........................................................................................................................ ISSUE DATE: 06/17/2015 SHEET TITLE DATE ............. 6/17/15 LEVEL 4 POWER FLOOR PLAN SHEET NUMBER E2.05 g h 0 N O O d w m 0 W 0 W N W U_ 0 O g ENLARGED POWER PLAN - LEVEL 4 SOUTH ELECTRICAL NOTES 1. LIGHT LINES ARE INDICATING EXISTING ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT AND DARK LINES ARE INDICATING NEW ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT. 2. ALL LOW VOLTAGE RACEWAY BENDS ARE TO BE FACTORY WIDE SWEEP ELBOWS WITH A MINIMUM RADIUS OF 36" PER HUGHES NETWORK SYSTEMS REQUIREMENTS. 3. ALL AC POWER RACEWAY BENDS SHALL BE PER THE 2014 NATIONAL ELECTRICAL CODE. 4. ALL CONDUCTORS SHALL BE COPPER, NO ALUMINUM CONDUCTORS WILL BE ALLOWED. 5. NO AC OR MC CONDUCTORS ARE ALLOWED. FLAG NOTES PROVIDE AC POWER CONDUITS DOWN TO LEVEL 1, FIELD VERIFY EXACT LOCATION. REFER TO POWER ONE -LINE RISER DIAGRAM ON SHEET E0.10 FOR CONDUIT AND CONDUCTOR SIZES. PROVIDE AC POWER CONDUITS DOWN TO EQUIPMENT, FIELD VERIFY EXACT LOCATION. REFER TO POWER ONE -LINE RISER DIAGRAM ON SHEET E0.10 FOR CONDUIT AND CONDUCTOR SIZES. LEVEL 4 INTERIOR AC POWER PULL BOX #5: PROVIDE 30"W X 30"L X 6"D MINIMUM NEMA TYPE 1 ANGLE PULL BOX PER N.E.C. ARTICLE 314.28(A)(2) MOUNTED TO THE CEILING AS REQUIRED. 4� MAINTAIN MINIMUM SEPARATION OF 36" BETWEEN LOW VOLTAGE CONDUITS AND AC POWER CONDUITS FOR THEIR ENTIRE LENGTH. PROVIDE CONDUIT SLEEVES FROM ACCESSIBLE CEILING SPACE IN EXISTING ELECTRICAL CLOSET TO ASSESSIBLE CEILING SPACE OF EXISTING CORRIDOR FOR LOW VOLTAGE CABLES THAT ARE CONTAINED IN CONDUITS #C1, #C2, #C3, #C4 #C5, #CS1, #CS2 AND #SPARE. REFER TO DIGITAL FORTRESS HUGHES 8.1 METER ANTENNA CONDUIT SCHEDULE ON SHEET E0.12 FOR CONDUIT SLEEVE SIZES AND FIELD VERIFY EXACT LOCATIONS. CABLE TRAY TO HUGHES ANTENNA CABINETS PROVIDED BY OTHERS. fit:'>-- 10202 Fifth Avenue ICE, Suite 300 Seattle, WA 98125 p.206.547.1940 i f.206.547.8212 www.kdw.net Data Centers SEQUOYAH Performance. Trust. Value. 15135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service A REV DESCRIPTION ELEC. PERMIT SET DATE 6/17/15 ENLARGED POWER PLAN - LEVEL 4 SOUTH SHEET NUMBER O w J z O 1- C) O w N O 0 W U_ 0 O M F_ E FLAG NOTES EXISTING #500 KCMIL CU GROUNDING CONDUCTOR. EXISTING #4/0 AWG CU GROUNDING CONDUCTOR. EXISTING #6 AWG CU GROUNDING CONDUCTOR. EXISTING (2)#500 KCMIL CU GROUNDING CONDUCTOR. EXISTING #750 KCMIL CU GROUNDING CONDUCTOR TO GROUND BUS IN SWITCHBOARD MSB-2 IN LEVEL P-2. D> BONDED TO GROUNDING BUS. EACH CABINET BONDED WITH A #6 AWG GROUNDING CONDUCTOR TO GROUND ABOVE. B> CONNECTED TO STATIC DISSIPATIVE FLOOR IN EACH ROOM WITH #6 AWG. ;,,.., ,.,. ...... ,. ELECTRICAL NOTES 1. LIGHT LINES ARE INDICATING EXISTING ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT AND DARK LINES ARE INDICATING NEW ELECTRICAL DISTRIBUTION SYSTEM EQUIPMENT. SEPARATE PERMITANp APPROVAL SQUIRED RECEIVED CITY OF TUKWILA JUN 2 9 2015 PERMIT CENTER vim `�;� 1 • �cY l`Y�� 1 • KDWS,ALASO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, WA 00125 p.206.547.1940 I f.206.547.8212 www.kdw.net OMAN a,�axrYe�sts:� �` �`s�t�"�?���,. i�i4acrssuSzdwvnu�Y� r�i�a��t�Yiks+,Y�w Data Centers Sff-Qu I 0-",,y A Er. ( U U /A H Performance. Trust. Value. 15135 NE 92nd Street I Redmond, WA 98052 TEL (425) 814-6000 1 www.sequoyah.com Design -Build Electrical Construction Network Services 24 Hour Service A REV 1 DESCRIPTION STAMP ELEC. PERMIT SET I EXPIRES: 10 / 08 / SO[ (P I INTERNAL PROJECT NO: 150692 PROJECT NO: 31105 DESIGNED BY: TMS DRAWN BY: EOS/JJR CHECKED BY: .................................................................................... ISSUE DATE: 06/17/2015 SHEET TITLE DATE 6/17/15 LEVEL 4 GROUNDING FLOOR PLAN SHEET NUMBER Q