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Permit D18-0110 - BOEING - VAULT 28 BATTERY HOUSE
BOEING -VAULT 28 8123 E MARGINAL WAY S COMPLEX EXPIRED 07/05/2019 D18-0110 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3324049002 Permit Number: 8123 E MARGINAL WAY S COMPLEX Project Name: BOEING - VAULT 28 Issue Date: Permit Expires On: D18-0110 7/9/2018 1/5/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-59 PROPERTY TAX DEPT, SEATTLE, WA, 98124 MARTIN PROBST PO BOX 3707; M/C: 46-208 , SEATTLE, WA, 98124 BOEING COMPANY, THE 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML BOEING COMPANY PO BOX 3707 , SEATTLE, WA, 98124 Phone: (206) 852-4985 Phone: (312) 544-2535 Expiration Date: 1/18/2019 DESCRIPTION OF WORK: INSTALL NEW BATTERY HOUSE ON EXISTING CABLE GALLERY VAULT LID. ELECTRICAL AND MECHANICAL PERMITS OBTAINED SEPARATELY. Project Valuation: $780,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $12,267.99 Occupancy per IBC: Water District: SEATTLE,TUKWILA Sewer District: SEATTLE,TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: i Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 7'9-1 -1 9 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: �/fi Date: 7/7/2-e (g• Print Name: �i.). s This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. I \ f 1 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 15: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 12: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 13: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 14: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 17: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. (THE SMOKE DETECTOR IN THE VAULT NEEDS TO BE A SYSTEM TYPE DETECTOR MONITORED BY UL CENTRAL STATION.) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 22: ***PUBLIC WORKS PERMIT CONDITIONS*** 23: Any material spilled onto any street shall be cleaned up immediately. 24: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 25: 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. / PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC CITY OF TUKP 1,A Community Developj..4cht Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 irttp:;,'www.TukwiIaWA.gov Building Pe. No. 7) 5"-I31 t l J Project No. L,[ Date Application Accepted: Lt )'1 1,(6i, Date Application Expires: 10 \ T (For office se only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 0001600020 8123 E Marginal Way S, Tukwila, WA. 98108 Tenant Name: The Boeing Company PROPERTY OWNER Name: Martin Probst - The Boeing Company Name: The Boeing Company City: Seattle State: WA Zip: 98124 Address: P.O. Box 3707; M/C 46-208 Email: tnartin.r.probst@boeing.com City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: Martin Probst - The Boeing Company Address: P.O. Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 Phone: (206) 852-4985 Fax: (253) 657-4659 Email: tnartin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: P.O. Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 Phone: (206) 852-4985 Fax: (253) 657-4659 Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2019 Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised. August 2011 bh Suite Number: vault 28 Floor: Yard New Tenant: ❑ Yes m ..No ARCHITECT OF RECORD Company Name: Sifts & Hill Engineers, Inc Engineer Name: Brent K. Leslie Company Name: City: Tacoma State: Zip: Phone: (253) 474-9449 Fax: Architect Name: Address: City: State: WA Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Sifts & Hill Engineers, Inc Engineer Name: Brent K. Leslie Address: 4815 Center Street City: Tacoma State: Zip: Phone: (253) 474-9449 Fax: Email: brentl@sittshill.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Boeing Company Address: P.O. Box 3707, M/C 46-208 Cit': Seattle State: WA Zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATJ _r-206-431-3670 Valuation of Project (contractor's bid price): $ 780,000 Existing Building Valuation: $ 17,402,500 Describe the scope of work (please provide detailed information): Install new battery house on existing cable gallery vault lid. Electrical and Mechanical permits obtained separately. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers IZ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials an the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .. ...0n -site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. 1-1: Wpplications\Forms-Ap»dications On Line \2011 Applications\Permit Application Revised - 8-9-11. docx Revised August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15S Floor 2,000 2,000 0 0 II -B None 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers IZ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials an the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .. ...0n -site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. 1-1: Wpplications\Forms-Ap»dications On Line \2011 Applications\Permit Application Revised - 8-9-11. docx Revised August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO' ATION — 206-433-0179 Scope of Work (please provide detailed information): Install new battery house on existing cable gallery vault lid. Mechanical and Electrical permits obtained separately. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline 0... Valley View 0 .. Renton 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 57 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public 0 Private ❑ 0 ...Water Main Extension Public ❑ Private ❑ ❑ .. Grease Interceptor 0 .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water ❑ ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H: Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - / -. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU�I ED AGENT: Signature: Cdr. Date: 04/10/2018 Print Name: Martin Probst - The Boeing Company Day Telephone: (206) 852-4985 Mailing Address: P.O. Box 3707; M/C 46-208 Seattle WA 98108 CityState Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 ecept Number R14291 DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $12,267.99 D18-0110 Address: 8123 E MARGINAL WAY S COMPLEX Apn: 3324049002 $12,267.99 Credit Card Fee $357.32 Credit Card Fee R000.369.908.00.00 0.00 $357.32 DEVELOPMENT $11,560.49 PERMIT FEE R000.322.100.00.00 0.00 $7,003.63 PLAN CHECK FEE R000.345.830.00.00 0.00 $4,552.36 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $350.18 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14291 R000.322.900.04.00 0.00 $350.18 $12,267.99 Date Paid: Thursday, April 19, 2018 Paid By: MARTIN R PROBST Pay Method: CREDIT CARD 072950 Printed: Thursday, April 19, 2018 12:15 PM 1 of 1 1 .SYSTEMS BUILDING DESIGN ammo 8`-8 1/4 X15•-0• MINIMUM ENVELOPE INSULATION VALUES: ROOF: R-40 WADS: R-23.2 BASE R-38 GENERAL: THE ENCLOSURE CONTAINS NO PLUMBING OR HVAC DUCTING. THE ENCLOSURE CONTAINS 110 WAGONS. AISLE DOORS ARE FABRICATED BY EATON OMAHA POWER CENTER DOOR IS FORMED 11 GAUGE WITH 14GAUGEINSEOE INSULATION BARRIER WITH 1 1/2' EPS FOAM INSULATION R-5/1`. MATERIALS ROOF & WALL PANELS: TAPERED ROOF CHANNEL: SPICE & TIE PLATES: WALL INSULATION BARRIERS GEEING INSULATION BARRIERS WELD STUDS: INTERIOR SOLTS: EXPOSED BOLTS: WELDS: FLOOR PANELS BASE S112UCRIRE: AIR SEALANT CLEAR: AIR SEALANT UGHT GRAY: AIR SEALANT DARK GRAY: 110A STEEL. ASTM A1011 CS -5 P&0 140A STEEL ASTM A1011 CS -B P&A 70A STEEL ASTM A1011 CS -9 P&0 140A STE0. ASRA A1011 CS -B P&0 180A STEEL ASTM A1006 05-5 MED 3/B` ORA AIS 1015 THREADED ROD 3/6'-18) 1/4` DIA A4S1 1015 1N HEADED R00 (1/4'-20) STEEL. GRADE 5, ASTM M49 STAINLESS STEEL MIA F5930 0.0 MM ER70S-0 WRE EL£OTROOE 704 & 110A STEEL. ASTM A1011 CS -6 P&O ASTM A36 STRUCTURAL STEEL SHAPES (CHANNELS, ANGLES & PLATES) EEfNIMROOARD POLYURETHANE SEALANT PARTI SEAM. -4 GE 100% SLUCONE SEALANT PARTI 000011-7 SASH00 810 STRETCH SEALANT PART/ B1OGYCTCS-15 BOEING 13 YARD SUBSTATION BATTERY ENCLOSURE EATON PROJECT NO. P3616 TUKWILA, WA 98108 DESIGN SPECIFICATIONS ASCE 7-10 OCCUPANCY CATEGORY: 18 IBC OCCUPANCY CLASSIFICATION: S-2 IBC CONSTRUCTION TYPE: 11-8 FLOOR UVE LOAD: 125 PSF ROOF LIVE LOAD: 30 PSF BASIC 141D SPEED: 115 MPH EXPOSURE CATEGORY: C GROUND SNOW LOAD (Pg): 20 PSF DIP05URE CATEGORY OF ROOF (Ce): 1.1 THERMAL FACTOR (Ct) 1.0 SEISMIC DESIGN CATEGORY: D SOIL SITE CLASS: Co ACCELERATION - BASED SITE COEFFICIENT (Fo) 1.0 VELOCITY - BASED SITE COEFTICIENT (EV): 14 SE1SULC MAXIMUM SPECTRAL RESPONSEACCELERATIONS: SHORT PERIOD (2.): 1.512 1 -SECOND PERIOD (S1) 0.575 SPECIAL INSPECTION & TEST REQUIREMENTS PER 2010 INTERNATIONAL BUILDING CODE. SECTION 17045.1 STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE IS REQUIRED. PER 2015 INTERNATIONAL BUi1DING CODE, SECTION 1704.8.2 PERIODIC STRUCTURAL SPECIAL INSPECTIONS AND STRUCTURAL OSSERVAIIONS WU. BE PERFORMED IN PLANT 8Y MICHAEL. C STIEFERMANN, PE. CODE REQUIREMENTS 2015 INTERNATIONAL BU91XH0 CODE WTN WASHINGTON AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE W11H WASHINOi011 AMENDMENTS 2015 WASHINGTON STATE ENERGY COOE SI 037.20.2-1099: IEEE STANDARD FOR METALCLAD SIMTCHGEAR 'NATIONAL ELECTRIC COOS r7 DRAWING INDEX P3816-00 PROJECT OFORMAIION & INDEX P3618 -A1 P10011 PLA P3616 -A2 EXTERIOR ELEVATIONS SHE 1 OF 2) P3818 -A3 EXTERIOR ELEVATIONS SHR. 2 OF 2) P3616 -A4 BUILDING SECTION & NRS P3618 -S1- BASE FRAAHNO PLAN & SECTIONS P3818-52 ROOF FRAL8N0 PLAN & SECTIONS P3618 -E1 ELECTRICAL PLAN P3615 -E2 ACT & W3-1 PANEL SCHEDULE REVIEWED FOR CODE COiPLIANCE APPROVED JUL 0 6 2010 City of Tukwila BUILDING DIVISION FILM GENERAL INFORMATION CUSTOMER: BOEING 100 1408111 RIVERSIDE CHICAGO. A 80800 SITE; 13 YARD SUBSTATION 10002 FAST MARGINAL WAY SOUTH MORA, WA 98108 MANUFACTURER: EATON OMAHA POWER CENTER 3900 DAHLMAN AVENUE OMAHA, NE 88107 STRUCTURAL ENGINEER: MICHAEL C. STIEFERMAHN. PE 221 COUNTY ROAD 427 B0NH0TS MIL. MD 85018 RECEGVED Ca7V ®F ITQ,GKWE ►LA JUN 08 2018 PET CENTER CORRECTION b I 13%o RECEIVED JUN 19 2018 TUKWILA PUBLIC WORKS ABBREVIATIONS AFF ABOVE RASED FLOOR ATS AUTOMATIC TRANSFER ERICH 8/STL B0TT01. OF 5'TEEi. ILDBBAACX TO-BACX CENTER UNE COMMUNICATION DEGREES DI AYETE OND E1EVAEXPANDED POLYSTYRENE EQUAL GAUGE MOLDED CASE CIRCUIT BREAKER MINIMUM MANUAL TRANSFER MEN OCOWER CN CENTER AVERAGE OPPOSITE PLATE P41I105 PER SQUARE FOOT RREECCES EPTTACL ON STMNL=S5 STEEL TOP OF CONCRETE TOP OF TYPICAL SLAB TH WEATHER PROOF BM COMM DEO INA DWG EPSEP QA MOCK 15N OC CCA CPP PL PSF RECP1S SECT SIM 5S 7/00NC T WLR Owire Dep 07 LAB RUCTION c w TED KO TO FIELD INSPECTION Ma ION OF RCW iS NOT INCLu w z 2 z zON 01 00, o. Qx z_ nI • ,Ow z0 er p o:= 0 0_,g Rnw Z CO- t- 41 14Q O N m .— Fi3 tY - DRAWING 140. P3816-00 4" X 12" PERIMETER 1MREWAY ✓/ / / „ /%BATTERY // / /n '/ /' ', L.>< 1 zj ' / / /` / / / / f J/` // / // J // /, —^?"� / /f/ / / !/ /` f // / / O/ /// BATTERY RACK "B" / ACT CHARGER n / / BATTERY RACK "A",% -, ' / EYEWASH STATION \ / 3'-8 1/16" n r-1 / 1 n / . 4/ 3'-0 5/16" SPILL CONTAINMENT t t 11 1 T�T 1/4" X 2" GROUND BUS BATTERY RACK "B" DETAIL WSEC LAIAIItAI TLA EFFICIENCY REQUIREMENTS: EQUIPMENT TYPE SPVHP — COOLING NODE FOR UNITS <05.000 Btu/h O 05F <lb/ 75F wb, OUTDOOR AIR IS 10.0 EER » HEATING MODE FOR UNITS <85.000 ENO, O 47T db/ 43T rib, OUTDOOR AIR IS 3,0 COP FLOOR PLAN BARD WALL MOOUNT HuCwMQULE: EQUIPMENT TYPE SPV11P MODEL: W18HA COOING STUN: 17,100. EER 10.20 HIGH TEMP HEATING (47F) B1UH: 16,500, COP 3.00 CAPACITY IS CERTIFIED IN ACCORDANCE 111TH ANSI/ARI STANDARD 390 EER .. ENERGY EFFICIENCY RATIO COP - COEFFICIENT OF PERFOMANCE MD ARE CERTIFIED IN ACCORDANCE WITH ANSI ARI STANDARD 340 GREAT EEQUIPMENT OUTPUT CAPACITY IS NO QUPMENT SIZE TNT EXXC 2DS THE CALCULASMALLEST MAILABLE (DADS. OPERATION A' OTES: 1. HYDROGEN • '% ,,,. 1.1, AT IN — „R.. FAN TURNS INTAKE LOUVERS 6PE8. 1.2. AT 214 — 14+r+; CATION SIGNAL 10 OYR1EEL 2. SMOKE DETECT0A1 ... . 2.1. NOTIFICATION SIGNAL SENT TO 0%*4ER UPON DETECTION OF SMOKE. • ► 4" X 121 PERIMETER VAREWAY r/ / /r�`>G'Pr.�G..1 / ____ ' / / /` / / / / f J/` // / // J // /, / / / BATTERY RACK "A",% -, ' / EYEWASH STATION \ / / . n r-1 / / 3'-0 5/16" ///lllJ / r n L 1/4" X 2" GROUND BUS SPILL CONTAINMENT BATTERY RACK "A" DETAIL tib i:l0i•;4;'L ;i ( l at < e rt n,1 MAN MOM •' '`l 15) r ,[.l£1,1CC i .I0 ()13 ANO HELD 4144 i:'.C.TI(.Jiv NOTE; 1. SIGN TO BE MOUNTED ON AISLE DOOR STATING: WARNING BUILDING CONTAINS ENERGIZED ELECTRICAL CIRCUITS AND LEAD—ACID BATTERY SYSTEM BATTERY ELECTROLYTE SOLUTIONS ARE CORROSIVE 2. CATTERY SYSTEM ATO CONTAIN 28.8 GALLONS OF ELECTROLYSE EOLUIlON. (1.2 GAL PER BATTERY, 24 BATTERY 512104) 3. BATTERY SOU1l*0N.SYSTEM (11.2 GAL PER CONTAIN B TO TER 24 BATTERY SYSTEM) ROLYEE 4. BATTERIES 10 BE INSTAUFD ON SITE BY 01SNER (BOEING). 1 VI k I 0 II 5 zw vs o� 6 tins DzU or 0. Ce }� o .- mm DRAWING N0. P3616—M 7 MHAUST FAH HVAC OUTDOOR LIGHT NMI BEACON (BUJE) ALARM BEACON (AMBER) 0 CABLE RISER ALARM BEACON (AMBER) GROUND BUS DIVISION LEFT ME 0 LEFT SIDE ELEVATION SCALE: 1/2-1-O EXHAUST FAN MOTORIZED DAMPER MOUND PADS TYP. FRONT AND REM 1/4- 0 FRONT ELEVATION SCALE: 1/2....14-.06 4. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2018 City of Tukwila BUILDING DIVISION f'.1•AfE VgliINGTON11(.N., LA80`1. •i'Ai.) PLAN Ri."..ViVW '...;..1:CTIGNAPP1.2.0VED NOv 0 `101 ilM,It.i'.(;•f 10 COOL RaCEINEED ©in? OF IlLiEMCIL JUN 08 2018 PERD,',:ni CENTER 2i kJ 0 1.411 a 1 2 DRAWING NO. P3616—A2 4 z 15'-B 1/4' MARL BEACON (BLU) ALARU BEACON (AMBER) (ESTIMATED SHIPPING WON) EXHAUST FAN L;OTORIZED DAMPER HVAC 1/4' 4 Al 1/4' 14'-14 1/2' (BASE) 15'-O' (BUIi1XNG) EXHAUST FAN IAOTAMZED DAMPER RIGHT SIDE ELEVATION SCALE. 1/2'-1`-0 ALARM BEACON GROUND PADS TVP. FRONT AND REAR QA'U REAR ELEVATLON SCALE: 1/2'1'-0' • i+ fir •• •_i ..L a/..i Si it (i..W SHIN6TOND:P1 U' LAWN�;)€.iz�f'-}2i.i,•`> NOV (1 i fig 11 8E11:J1OTTOCOU .0413 i3 l (( Lt) /NiYYSL::Li(1O O iI 5zo DRAWING NO. P3616 -A3 SEE DETAIL A/A4 110A FORMED ROOF CAP CHANNEL W/ ANSI 61 HIGH GLOSS FINISH 110A FOAMED ROOF PANEL W/ ANSI 61 FUG! GLOSS FWISH.SEE PUN 3/8" WEU) STUD 0 1-B" OC 140A FORMED CHANNEL, SEE OWIL S2 1/2" GYPSUM BOARD R-0.45/1/2' (THERMAL BARRER) VAPOR BARRIER 1" DOW TUERMAX INSULATION R-6.6/1" (THERMAL BLOCK) 18CA CEILING PANEL W/ WHITE HIGH GLOSS FRG58 1/4' SELF-TAPP SCREW 0 O'-8" 1/2" GTPSU)1 BOARD R-0.45/1/2' (THERMAL BARRIER) VAPOR BARRIER 110 CC 140A INTERIOR WALL BARRIER PANEL W/ 14411E HIGH CLOW FINISH ENOWAU. DETA. AT ROOF SCALL 3'"-1'-0' F100R PLATE. SEE DWG. 51 A36 ANGLE. SEE DWG. 51 A36 CHANNEL. SEE DWG. 51 110A ENDWALL GABLE W/FLASHING W/ ANSI 61 GH CLOSE FINISH 4X2X11CA FORMED CHANNEL 3/B" SAE GRADE 5 BOLT 01-a" OC BATTING INSULATION 11-13 11W/ ANSI FOAMED GLOSS FINISH (5) 1 JOHNS MA$VIUE INSULATION R -B.5/1" 3/8" SAE GRADE 6 601.T i6 0'-10" OCA 3/8" A38 STUD 0 O' -IO" OCA 70A FORMED E140 WALL CAP CHANNEL EXTERIOR WALL PANEL W/ ANSI 61 H1OH GLOSS FINISH (3) 1" JOHNS MANVILLE INSULATION R-6.5/1" (1) 1/2' JOHNS MANVILLE INSULATION R-3.25/1/2" 4X2X110A FORMED CHANNEL TYPICAL SECTION AT ENDWALL SCALE 1 I/2'.1'-0' SEE"5161'. 1/SGS A38 CHANNE4 SEE OWG. SI 6 5/6" FROTH -PAX INSULATION R-5.6/1" SEE DETAIL 13/A4 110A WALL PANEL W/ eAE' SASE W/ ANSI 61 HIGH 01.058 FINISH REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2018 City of Tukwila BUILDING DIVISION i?'"Y'111:i:'ii`'!'£;%tilei('li^i.Att(:)¢ANb . . i�9J<.afrtt:. PAS PLANi':ViE `1 [f; ItUN APP,` O :n NOV 01ZUil ToCOM Rz.cai.iag .ANfl t l::t_D inKrt();,t ©57Y JUN 0 8 2018 PERM' CEKTER aerertlamer Z k I 1n E g Z O so EI' ZE Lil0 W av 0 0 o (nw w 0)- 4. ( C Z W}l 2-5 03.-00 EO N DRAWING NO. g3 P3616 -A4 / THERMOSTAT WRI$0 / 4 / / / / W3 -t,1&2 1 / 1 f I I I 1; 1 OD DoOR HT \ , 1Y3-1,3 / \ \ BEACON W3-1,5 AC1,3&4 ACi,1h2 H(AT RP," WILAA --Sg"5-.-- ___BATTERY ---._.------- CHARGER (A) H G 1 1 ,,,.—E73T/EMEA. {3/ 0 I HVAC y 1 I , W3 -Ls 3 1 SIGN I , U4 00R ) /Sr MSLE LJGHTW -� THERMOSTAT ROGER IE0TOR 1 ' \ f 1 \ti�! r--$ ypKE \r 1 I 1 1 1 �/ � / / / J• 4---- pp---- 1' t I BATTERY 11 CHARGER (B) I_ t....3 i I ------------J [ I R RC S4 LEGEND 120VAC RECEPTACLE Ci RECEPTACLE 3 -WAY LIGHT WATCH 10U1EIIQR UGHT mute 4O' FLUORESCENT FIXTURE TO EXHUAST FAN (ROOF MOUNTED) "s"* - MOTORIZED DRAPER 13 YARD zs. ALT.01friea W3-1 (1) #6 BARE -CU ON 50A „) STANDBY [Y PANEL W3 2s KV/t20-x4¢V I 15KVA-CPr - `�-- SOA T BY BOTHERS E INSTALLED C1 BYBOTH RS LE TO E INSTALLED ) 50A MAIN 30A, CKT 1,2 D 0--- (1) #10 THHN-CU (2) f/10 THHN-CU (1) fj10 THIN -CU, GND AC 0)20A OC 0)20A +0 0- (2) #10 THHN-CU 0 HDTBD BCA* (1) #10 11HN-CU — (2) #2 THHN-CU + (2) {f2 THHN-CU—q *DC SWA \ MA (1) #8 BARE -CU TIE BREAKER 0 100A 00 AC1 -1- 30A, CKT 1,2 r^e —O O - 60A MAIN 30A, CKT 3,4 a 0— O}20A HVAC (2) y2 THHN-CU (1) #4 BARE -CU (2) #'10 TNHN-CU ,(1) Q10 THHN-CU, GND AC O}20A DC 0)20A +0 0- (2) #2 11HN-CU —0 13 YARD f CRY ENCLOSURE. * BLEU, — 4WVDC �- >— (2) fj2 THHN-CU BBS * (1) #8 BARE -CU (2) #2 iHHN---r—"-) cu I+II-IHDTB wilt. sit:ii 48VDC F- EE- D TO it i PAN 1II.41. ,:J REMOTE Sl:ifl ,#t?i i'i+ifa•'I 1 LOCATION 8C6 * (1) #10 THHN-CU (2) (1O THHN-CU ❑HDTB \ ')—(2) #2 THHN-CU \\ Dc SNB* 100A (1) #8 BARE -CU 0— (2) #2 THHN-CU -"=". BATT B* ---• 48VDC O ".- 14,P#. -f, F /i;r; ONE LINE DIAGRAM NOTES: , iJU.JEC1 10 GOOF. sik2. VARING FR SWAY TO FIXTURESERY mUSSURE GROUND BUS C31ATCHES, RECEPTACLES, AND BETBED1 FIXTURES IN IAN. 3/4' EMTNECTED TO TATE GROUND GRID BY CUSTOMER. . i=1{ f..�) I�"`i' C: f I())i 3. WRING FROM AC PANELBOARD TO NIREWAY W SKIRL 4. A 1/4'X4' CU GROUND BUS RUNS ALONG THE INTERIOR WALL OF THE BATTERY ENCLOSURE M1- EQUIPMENT GROUNDS TERMINATE ON THIS GROUND BUS. THE 1/4'X4' CU GROUND BUS 0013 THE ENCLOSURE AT TWO LOCATIONS FOR CONNECTING TO SITE GROUND CRM BY THE CUSTOMER CONDUIT RUNS: 1. MW. 2' EMT CONDUIT TO DC DISCONNECT. 2. ASN. 2' 01T CONDUIT TO BBS. 3. MIN. 1 1/2' EMT CONDUIT TO BATTERY CHARGER. 4. MIL 1 1/2' EMT CONDUIT TO AC DISCONNECT. LEGEND: AC1,W3-1 -AC PANELBOARD BATT A,B -BATTERY A OR B BBS -BEST BATTERY SELECTOR BCA,B -BATTERY CHARGER A OR B DC SWAB -DC DISCONNECT SNITCH A OR 8 HDTB -HEAVY DUTY TERMINAL BLOCK CPT -CONTROL POWER TRANSFORMER P- C. MC. iz zw O 0_ < 0) Z � J m U Ii (=i1 w 0 0 z< t7 Q Id D] r m w DRAYANO NO. P3616 -E1 V1/3-1 0RNG TYPE: SURFACE M:7N FED FROM: STATION POWER VOLTS: 120/240V, 1 PHASE, 3 8US AMPS: 100 AMPS 3.3 kW NEUTRAL 100% 13.5 AMPS MAIN 8REi116ER: 50AMPS �JRCUIT USE CONNECT DEMAND imam, E0 Q5 P9034 0 LORI) 1259E 2400 100% 0 100% 0 125% 0 10044 1794 al= 2132 60 360 132 0 Eact.ca FMAN0 TO9 WIRE CONTINUOUS (C): NONCONRNUOUS(N): RECEPTACLE (R): 1tGHT1140(Lk HVAC (H): 125% 2665 100% 60 100% 360 1254E 165 1004E 0 ESTIMATED MAX 0(634942: ELECTRIC/4. SERVICE AMPS: CKTB 1 TOZXER RATING WIRING SIZE CIRCUIT USE DESCRIPTION PHASE LOAD IVA) DESCRIP-TION CIRCUIT USE WRING SIZE BREAKER RATING CKT 4 X Y 2P -30A (2)430,(1) 010 GN0 C BATTERY CHARGER"A' 1020. WIRING SIZE ALARM DEACON N (2) 012, (0412 GNP 1P -20A 3 2 Mil IP -20A 111113111 INN 5 1152 H2 DETECTOR& UR IS FAN C (2)412,41)412 GEED IP -204 4 5 19 - 20A (2) 412, (I) 412 OND l EXIT/ ERG & AISLE UGHT 452 RECEPTACLES 9 (2) 012, (11412 GND 19.20A 6 7 19. 20A ) (2) 012,(7) 912 GN0 l EXTERIOR LIGHTING 60 ECU:A/INK 0 (2) 412,(1)812 GM) IP -204 8 9...,. 19.204 ••- C SPARE -• SPARE 0 --- IP -20A 10 11 .-. .._ SPACE ...11111111SPACE •-• 'SPACE SPACE ... --- ... .... .,.. ... ._ ._ 12 14..,..E Ib t3 -. .., ... SPACE 15 .�. ... ....... SPACE 17 ..- -" SPACE ... SPACE •._ •_ ... 1.8 10 ... _.• 19 SPACE SPACE _.. ••.• •.• 20 21 -- --- --- SPACE --- SPACE ... ... --- 22 23 _. ••• -•- SPACE 24 26 -- SPACE ^-- --, --- 24 25 -- .-- .-- SPACE .-- 1PACE --- --- ... 26 27 ._ •.. •-• SPACE .._ N 5PACE - 30 29 ... .-, - SPACE1M .•. .. --- _' 30 32 31 .._ ... ..,. __-�Q 110.0.101111... ... _. ... ._ 3fi ... --' .... 36 35 •-- .,. 37 __ 41 _. 1857 1957 38 39 41 ... ... 42 PHASE X TOTAL) ® --• .-. ... 40 PRASE XTOTAL-9 1472 7212 EPHASEY TOTAL AC1 MOUNTING TYPE: SURFACE P60 FROM: STATION POWER VOLTS: 120/240V, 1 PHASE. 3 GUS AMPS: 10094485 4.2 kW NEUTRAL 10031 17.5 AMP5 e*/TI, 1 ' 801AKER: 60 AMPS N(R RT 115E CONNEC TFD imam, E0 Q5 P9034 0 LORI) 1259E 2400 100% 0 100% 0 125% 0 10044 1794 NEC 1920 0 6 0 1794 WIRE CONTiNU0U5(C): NONCONTINUOUS(N): RECEPTACLE (R): UGHTING(LT, HVAC(4): ESTIMATED MAX DEMAND: ELECTRICAL SERVICE AMPS: BREAKER. PHASE LOAD VA) BREAKER CKT9 1 RATING 29 -304 WIRING512E (2) 910.10) 910 0N6 CIRCUIT USE DESCRIPTION XMEIN DESCRIPTION CIRCUIT USE WIRING SIZE 349040 CU9 BATTERY CHARGER 'Ir 111113111 aIIMIIIII 0 (2)410, (.1) 010 G 29 •30A Mil IP -20A 111113111 INN 5 IP 20A Ilk= 11 - .- ... ... --- 12 13 -- ... ..- --. 74 17 El 19 1111=11.11111. - 21 23 ... IIINMIII .... -- -. 24 26 27 _. v 2R 29 - ~• 30 32 34 3 __ -- --- - - 33IIII 35 37 9 ... __-�Q 110.0.101111... ... _. ... ._ 3fi -- 38 __ MY -, 40 41 _. 1857 1957 (-PHASE YTOTAL 42 PHASE X TOTAL) NOTES: 1. PANEL BOARDS ARE COLUMNAR TYPE. 2. CIRCUIT NUMBERS ARE NOT SHOWN IN ACTUAL SEQUENCE. REVIEWED FOR _ CODE COkf PLIANCE APPROVED JUL 0 62018 City of Tukwila BUILDING DIVISION RECECVED 00711 OF 1r (Wf L JUN 0 8 2018 PERESIC CENTER E " � +iEaiz:EyaH NG;ifiDEPT. (W /:3O<N:i)S (i..ii;>. FAS 111,34 RIMEW SECTION AP? :`ii(i:E.'. NOV (.{ ! '0 11 S11)':,)E G f Y() COOL. ?+(O HELD Iti FLC110 0 1 Zo DRAWING NO. P3616 -E2 04 b 2 fs 110A FORMED WALL PANEL EVERY 36' TYP A38 CHANNEL, SEE PLAN ANCHOR CONNECTION arson ,ED SUPPLIED. & INSTALLED BY OTHERS SUB FOUNDATION, BY OTHERS 2X2X70A BENT PLATE AT EACH WALL PANEL ATTACH 10 WAU. PANEL W/ (4) KID STUDS & TO THE FL00R PATE W/ (3) MELD STUDS. A38 ANGLE, SEE PLAN A30 CHANNEL. SEE PLAN e'-7 3/4' (SHIPPING 5301. 1 OF 1) (SEE NOTE 5) 14'-11 1/2' 6 In TO TOE 0'-7' ANCHOR LOCATIONS (4) SEE NOTE 8 & 7 4'-0' 2'-4' To TOE NCA WALL INSULATION ELMER 4X2X1iCA FORMED CHANNEL FTP 8018 ENDS FLOOR PATE•. SEE OHIO. 54 , A38 AINCLE, SEE DWG. ST 1/4 1,0 •� \% LTGA FORMED /\,%. PANEL Jj 3/8' WELD STU05 SEE SECT. 1/5I + — 036 , �533 OW'0. SE C/IAHNLI THIS ORAIRNC HAS BEEN CREATED BY EATCIY5 OMAHA POWER ERITER. THE PE STAWW CERTIFIES THAT THIS 00CUMENT WAS REFERENCED FOR THE S1RUC11R2AL EVALUATION TO KEINE TIE SZE. CCNFlGURA11014, AND COMPWNE7NIS USED. REFER TO THE EVALUATION AND THE CERTIFICATION THERE CF. 114E PE STAMP IS FOR THE STRUCTURAL DESICH OILY. . f . • • NOTES' 1. THIS ORATANG SHOWS THE BASE FRAME, AS SEEN FROM ABOVE. 2. BASE FRAME SHOWN TOR INFORMATION ONLY TO ASSIST 94 FOUNDA110H DESIGN, CCNf11:i 1N3ORI4A110H (DIMENSIONS, OPENIN0 L0CA110NS, ETC) SHOWS* ON THIS DRAVOIO BEFORE VE'8I0 FOR 'CONETRUCTOrt4I OF FOUNDATION. ODN4*S(ONS APE TAKEN AT THE DAC( OF THE CHANNELS, EXCEPT AS NOTED. 3.10 BE PLACED ON FOUNDA710N DESIGN BY OTHERS, ANCHOR BASE FRAMES TO FOUNDAT0N. 4. SEE ARCHITECTURAL PLAN HEW FOR ADDITIONAL INFORMATION REGARDING IRCH-VOLTAGE CABLE ENTRANCE AND OTHER OPDOIIOS, S. POWER CENTER OVERNA103 OAS£ FRAME BY UP 10 The ALL 111E WAY MWN40, SEE ARCHITECTURAL PLAN HEW FOVERALL DIMENSIONS. 8. RECOMMENDED ANCHOR LOCATIONS LOCATIONS ARE APPROXIMATE. REYTSE'AS NECESSARY FOR INSTALLATION. 7. DESIGN ANCHOR CONNECTIONS ACCOR04VG TO STRUCTURAL EVALUATION RECOMNQ40AT1ONs, 0.700 (AISLE & CONTROL MEA) OR 110A (BELOW SIMTCNCEAR) STE0. FLOOR PLATE OVER BASE MALMO, 8, FOUNDATION1 & ASSOCIATED O1MET45(OHS SHOWN FOR maxima) ONLY. FOUNDATION 03908ER 10 VERIFY ACTUAL DESIGN. 10.0431,9 STUDS ME NS 1015 STEEL. MINIMUM, V.W.AEGTON NTT. -I ()F i r ,' )')I 14 I) I Nth 4...*PLAN ECVI t' ..r-Mipa t 1 'itiCa.)EC )t) (;(,)DE ANE) k"1,€::)..)'N 10,,S,'i:(,11O0, 419 g kity En �yB ATTACH BASE FRAMES TOGETHER W/ 1/2 CRAM 5 BOLTS WANTS & WASHERS A36 CHANNEL. A3O CHANNEL SEE DWG. Si SEE PLAN TYPICAL SECTION AT BASE SPLITS SCALE: 1 1/2' -l' -O' TYPICAL sCcnON AT ENOWAU. SCALE: 1 I/2' -I'-0' z 0 ZW Z 0 c 1- 022 0 z ZZ 2 U 01:rj< <o• Ui i- cn NYS 0RAWINO. MCU. 3 'P3616-51 4.' 1 i µ'ms-;.--- t t t I I i I E 4 f i > n.p CSX8.2' l COXO.2 i l t C8X0.2' i l l l �t - i ff€ 1 ... I i It I[ {t I .:. CSX8.2 s 3 1 SII T !1 TO TOE 0'-7' ANCHOR LOCATIONS (4) SEE NOTE 8 & 7 4'-0' 2'-4' To TOE NCA WALL INSULATION ELMER 4X2X1iCA FORMED CHANNEL FTP 8018 ENDS FLOOR PATE•. SEE OHIO. 54 , A38 AINCLE, SEE DWG. ST 1/4 1,0 •� \% LTGA FORMED /\,%. PANEL Jj 3/8' WELD STU05 SEE SECT. 1/5I + — 036 , �533 OW'0. SE C/IAHNLI THIS ORAIRNC HAS BEEN CREATED BY EATCIY5 OMAHA POWER ERITER. THE PE STAWW CERTIFIES THAT THIS 00CUMENT WAS REFERENCED FOR THE S1RUC11R2AL EVALUATION TO KEINE TIE SZE. CCNFlGURA11014, AND COMPWNE7NIS USED. REFER TO THE EVALUATION AND THE CERTIFICATION THERE CF. 114E PE STAMP IS FOR THE STRUCTURAL DESICH OILY. . f . • • NOTES' 1. THIS ORATANG SHOWS THE BASE FRAME, AS SEEN FROM ABOVE. 2. BASE FRAME SHOWN TOR INFORMATION ONLY TO ASSIST 94 FOUNDA110H DESIGN, CCNf11:i 1N3ORI4A110H (DIMENSIONS, OPENIN0 L0CA110NS, ETC) SHOWS* ON THIS DRAVOIO BEFORE VE'8I0 FOR 'CONETRUCTOrt4I OF FOUNDATION. ODN4*S(ONS APE TAKEN AT THE DAC( OF THE CHANNELS, EXCEPT AS NOTED. 3.10 BE PLACED ON FOUNDA710N DESIGN BY OTHERS, ANCHOR BASE FRAMES TO FOUNDAT0N. 4. SEE ARCHITECTURAL PLAN HEW FOR ADDITIONAL INFORMATION REGARDING IRCH-VOLTAGE CABLE ENTRANCE AND OTHER OPDOIIOS, S. POWER CENTER OVERNA103 OAS£ FRAME BY UP 10 The ALL 111E WAY MWN40, SEE ARCHITECTURAL PLAN HEW FOVERALL DIMENSIONS. 8. RECOMMENDED ANCHOR LOCATIONS LOCATIONS ARE APPROXIMATE. REYTSE'AS NECESSARY FOR INSTALLATION. 7. DESIGN ANCHOR CONNECTIONS ACCOR04VG TO STRUCTURAL EVALUATION RECOMNQ40AT1ONs, 0.700 (AISLE & CONTROL MEA) OR 110A (BELOW SIMTCNCEAR) STE0. FLOOR PLATE OVER BASE MALMO, 8, FOUNDATION1 & ASSOCIATED O1MET45(OHS SHOWN FOR maxima) ONLY. FOUNDATION 03908ER 10 VERIFY ACTUAL DESIGN. 10.0431,9 STUDS ME NS 1015 STEEL. MINIMUM, V.W.AEGTON NTT. -I ()F i r ,' )')I 14 I) I Nth 4...*PLAN ECVI t' ..r-Mipa t 1 'itiCa.)EC )t) (;(,)DE ANE) k"1,€::)..)'N 10,,S,'i:(,11O0, 419 g kity En �yB ATTACH BASE FRAMES TOGETHER W/ 1/2 CRAM 5 BOLTS WANTS & WASHERS A36 CHANNEL. A3O CHANNEL SEE DWG. Si SEE PLAN TYPICAL SECTION AT BASE SPLITS SCALE: 1 1/2' -l' -O' TYPICAL sCcnON AT ENOWAU. SCALE: 1 I/2' -I'-0' z 0 ZW Z 0 c 1- 022 0 z ZZ 2 U 01:rj< <o• Ui i- cn NYS 0RAWINO. MCU. 3 'P3616-51 4.' 14GA OTB fONUE0 CHANMELS, SEE PWM ,7' 100A 0E111440 BARRIER PANEL 3/8" MD SfUDs 01'-0' OCA 140A WALL DARNER PANEL TWA FNNlMED ROOF PANEL EVERY 38' TYP 2X2X7CA BENT PLATE AT EACH WALL PANEL ATTACH TO ROOF PANEL W/ (3) WELD STL'OS .0.0 TO WALL PANEL 11/ (4) Y.EIA 511/05 M. 706X3'%0'-4" RE PLATE w/ (8) 3/8' GRADE 5 BOLTS ATTACH WALL PANELS W/ 3/8' SAE GRADE B BOLTS 0 1'-4' 00 11GA FORMED WALL PANEL EVERY 38' TP 4 1/8" TYPICAL Roof -T0 -WALL CONNEC1AN SCALE: 1 1/2"^i' -O" 8'-B i/4" (2) 140A COLD-FGRMED 810 TAPERED ROOF CHARNELS ROOF FRAMING PLAN SCALE: 1/2' - 1'-0' TLP BAIL EL. - 8'-6' AFF G6 (6) 3 5 /8' GRADE 5Bolls 180A CO UHO BARRIER PANEL SEE NOTE 3 LICA FORMED RIDGE CAP W/ (8) WELD STU05 EVERY 36 TLP 11GA FAMED ROOF PANE2, SEE PLAN 3/6" WELD STUD PL SPLICE PLATE 140A �1'-3• 140A 8113 F0tRE0 CHANNELS, SEE PLAN 1106 f08ME0 CENNO CARRIER DE PLATE (6) 3/8' SAE ORALE 6 00(25 TYPICAL SECTION AT CHARNEL SPU scA4E• 11/2"-0-0' 410A FORMED Roof CAP CHANNEL 3/8' 5AE GRACE 6 BOLT 0 1'-8' 00 3/8' SW1.0 STUD 0 1'-8" OC 1406 878 FORMED CHANNELS, SEE PLAN 3/8', SAE GRADE 5 604.1 0 1'-8' OC 480A CEILING BARRIER PANEL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2016 • City of Tukwila BUILDING DIVISION 1406 £045103 ROOF PANEL SEE PLAN 1 7/6" 17/8' QS 1/4" SEIf-TAPPIHO SCREW 0 0'-8" OC TYPICAL 878 Roof CHANNEL CROSS-SECNON 50ALE: 1 1/2 -1 -0' TBS MARINO HAS BEEN CREATED OY EATON'S OMAHA POMFR CENTER. THE PE STAMP CERTIFIES 114AT 1185 DOCUMENT WAS REFERENCED THE SFOR , THE STRUCTURAL EVALUATICOMPONENTS U D. 80+ R TO 71100 EVAWAA1ION 10 117E CERTIFICATION THERE OF. THE PE STAMP 18 FOR THE STRUCTURAL DESIGN ONLY, ��,C. STI 01 499 - e2, --z0/7' NOTES; 1. THIS ORAWIN0 SHOWS THE ROOF FRAME AND WALLS. AS SEEN FROM ABOVE. 2. BUILDING CONSTRUCTION (EXCLUDING BASE) CON54625 OF CUSTOM MANUFACTURED 38' (TIP) k 42' (ENDS) WADE 001.0 -FORMED 5100. MODULES, MD -FORMED STLASSEMBB8UEBallo oil THE 0+0 040g 3. PANELS CFS INE SIOYAI RSDTHS +4110 6 FCSTS Cf IIIMEEDDOSTEEL WALL GABLE AS A CAP. SEE 5ECTION 4/52. RECEIVED �tiY Y ®■ UuY\VVDL4k iii it1 %t ;f1 cl1;K1�1„ E;"li(ri4t�Ci:OVE.e „t JUN 08 2018 P ERS JJ T C EE tl E a 1106 FORMED 8000 CAP ONAN1NEL 1106 FORMED ROOD PUH 3/8' WELD 511.10 0 1'-8' OC MCA FORL4E0 CHANNEL SEE DWG. 52 1/4' SELF-TAPPRNO SCREW 0 0'-B' OC 5 .It /Nk' j1 0 4 1/8", : 0474061 SEC11014 AT ENDWA12 CABLE SCALE:' 1 2-1-0" TO CODE 3/0' SAE GRADE 6 BOLT 0 l' -B' OC 1466 f0RUED ETNDWALL GABLE 3/0" SAE GRACE 5 80LT 0 0' -ID' OCA 3/6' A38 STU0 0 0'-10' CCA ,. 70A FO8ME0 END WALL CAP CHANNEL tt 1 3 z o 0 ORAY,THo ,149. .P3616 -S2 • 314C & qty.2 EB0034) ...0 . e.: L.t, .0 co • = ' 1 ..) 1-- ‘7 a a 00 S...0 4./ c 6 co . WI g v.g S GI .1: cC(.1 0 c) Lc) m ...No OW 0 C 1 1 *r"' C'') 4., W rA f ".i C4 ..1) ti) a. la I t 11 *V'. to 5 --C2 ...c .- ‘1: 0> ceo,,,,om 12 3 ›..--- Ma) C011 D -r3 " -4 7-.1 r-1 CN LI.Lt$ CNICNI eH c • 9 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 06 2018 City of Tukwila BUILDING DIVISION RECEIVED CM' OF ILIEZWELS1 JUN 08 2018 PaREN CENTER Description FUSED BATTERY DISCONNECT SWITCH 250 VDC, 3 -POLE, FUSED, 100A, LUG SIZE: #14AWG -1/0 CU DIMENSIONS: 21.25" HIGH X 8.50" WIDE X 6.38" DEEP AC PANELBOARD (POW-R•LINE1A-LX) 1 PHASE, 3 WIRE WITH NEUTRAL, 120/240VAC, 100A, IOKA IC, 30 CIRCUIT, COPPER BUS, 60A MAIN BREAKER BAB2060, TOP FEED, SURFACE MOUNT, BOLT -ON BRANCH BREAKERS CONSISTING OF: 2 - 2 -POLE 30A BAB2030 2 - 1 -POLE 20A 8AB1020 1- CIRCUIT DIRECTORY - PLASTIC SLEEVE AND CARD DIMENSIONS: 69" HIGH X 8,63" WIDE X 6" DEEP AC PANELBOARD (POW-R-LINE1A-LX) 1 PHASE, 3 WIRE WITH NEUTRAL, 120/240VAC, 100A, 10KA IC, 30 CIRCUIT, COPPER BUS, 50A MAIN BREAKER BAB20S0, TOP FEED, SURFACE MOUNT, BOLT -ON BRANCH BREAKERS CONSISTING OF: 1- 2 -POLE 30A BAB2030 8 -1 POLE 20A BA131020 .,[Y c 4 f ;<I`k►�+�F('I t�k i?� 9, 1- CIRCUIT DIRECTORY - PLASTIC SLEEVE AND CARD Nov 0 ` 7 .=ztJBRICf TO t DIMENSIONS: 69" HIGH X 8.63" WIDE X 6" DEEP ADD min U'! 1' EXHAUST ROOF VENTILATOR (OPERATES @ 1% HYDROGEN) DIRECT DRIVE AXIAL, 14 INCH PROPELLER DIAMETER, 1/6 HP MOTOR, 1152 RPM, 115 VAC, CFM 1640 AT() INCH SP, 1363 CFM AT 1/8 INCH SP, ALUMINUM PROPELLER, SPEED CONTROLLABLE, INCLUDES NEMA 1 JUNCTION BOX Manufacturer & Cat. No. STORAGE BATTERY SYSTEMS EJ5117-32 d 1-4 LuW o _a w 0 cx d z z ©.,; I- cL 0 cL DAYTON 4YC89 m 0 REVIEWED FOR CODE COiUPLIANCE APPROVED JUL 062018 City of Tukwila BUILDING DIVISION MCEOVEED CAT 0L TUAWELA JUN 0 8 2018 PERS ��GY CaUTER MOTORIZED DAMPER (OPERATES @ 1% HYDROGEN) SINGLE PANEL, OPEN POWER, SPRING RETURN, 120/240VAC, SINGLE PHASE, FOR 16 INCH FAN DIAMETER, REQUIRES 17 INCH SQUARE OPENING, 3500FPM MAX VELOCITY, G90 GALVANIZED STEEL, 14 GAUGE FRAME AND 16 GAUGE BLADES, VERTICAL OR HORIZONTAL MOUNT, 19 INCHES SQUARE OVERALL, 1/2 INCH FLANGE WIDTH, 6 7/8 INCH MOTOR BRACKET EXTENSION HYDROGEN GAS DETECTOR INCLUDES MAIN UNIT, ONE SENSOR AND ONE 25 FT CABLE, 120/220VAC POWER REQUIRED, 1 PERCENT WARNING RELAY WITH ONE NORMALLY OPEN AND ONE NORMALLY CLOSED CONTACT, TWO PERCENT ALARM RELAY WITH ONE NORMALLY OPEN AND ONE NORMALLY CLOSED CONTACT, 4,75 INCHES LONG, 5.25 INCHES WIDE, 1.4 INCHES DEEP PHOTOELECTRIC SMOKE DETECTOR MODEL 9120F, 120VAC, 9VDC BATTERY BACK UP, NOMINAL 2.5 PERCENT SENSITIVITY, 3 POSITION TEST SWITCH, 0.045 AMP OPERATING CURRENT, 1 FORM A AND 1 FORM C AUXILIARY RELAY, 40-100 DEGREES F, QUICK -DISCONNECT WIRING HARNESS, 6.5 INCHES IN DIAMETER, 2,625 INCHES DEEP EMERGENCY EXIT SIGN WITH FLOOD LIGHTS 6 INCH HIGH 3/4 INCH STROKE EXIT LETTERING WITH RED LED ' LAMP MODULES, KNOCKOUT CHEVRONS, SINGLE, OR DOUBLE -FACE APPLICATION, WHITE INJECTION MOLDED POLYCARBONATE HOUSING, 120 VAC SUPPLY, 6VDC LEAD -CALCIUM BATTERY, TWO 6 VDC 3.6 WATT LAMPS, 23.25 INCHES LONG X 10.75 INCHES HIGH X 4.25 INCHES DEEP DANGER SIGN, COMPLIANCE SIGNS, 10 INCH X 7 INCH, DANGER, ALUMINUM, "THIS BUILDING CONTAINS A BATTERY SYSTEM, CORROSIVE LIQUIDS (ELECTROLYTE), ENERGIZED ELECTRICAL aRcurrs, AND HYDROGEN GAS. AUTHORIZED PERSONNEL ONLY EYE PROTECTION REQUIRED NO SMOKING OR OPEN FLAMES" LED STRIPLIGHT (INTERIOR LIGHTING) 2 3/16 IN WIDE, LED, 33 WATT, EQUIVALENT TO A T8 LAMP, 48 INCHES, MVOLT, LOW PROFILE Z -STRIP CHANNEL, SNAP-ON FROSTED DIFFUSER, LUMEN OUTPUT UP TO 2,000 LUMENS PER FOOT, LEDS PROVIDE NOMINAL 80 CRI AT 5000K, BAKED WHITE ENAMEL COMPLETE PART NUMBER IS: ZL1N L48 3000LM FST MVOLT 40K 80CRI WH v,,tAi}uNctopuil,tor LAH0 1A;; M AH VEJSLCTION F z ,-.,1 < g STORAGE BATTERY SYSTEMS SBS -I-12 GENTEX CORPORATION 917-0004-002 COOPER LIGHTING LPX7DH COMPLIANCE SIGNS LITHON IA LIGHTING ZEIN L48 3000LM F ST MVO LT C**4 CY) 0 KV C1) t10 o- Bill of Material <F 0:1 0 1— z 0 L..) Li- u., 0 cc 1— LT --I w g LL, 0 0 0 1- 1— 0 d 0 0- w (.9 5 (s) w eL 0 0 LD -WP -FC -4A -1.20v -PE Z LU w CO (.9 w c) Lt1 X rs1 < "±- w Z ° r-1 0 to 0 0 0 w0 uj < 10 - CO Z 0.� tp L.Lis < C*9 > X <0 1-1-1 < CL. 0 0 0 L) cc >- 0 0 51 :71 > CC 04 cc 11.1 1— z 0 (^4 00 = 1— 1— tz co —I 1.3:3 w CUJC rq u_ 0 ca 0 CC 1— w w cc >- cc 0 W' LAI Z ti) "4 cc Z 0 LI 0 3. 1.11 w cLWrf) CC LU 0 es, 0 r;4 t.n cc < 2 u W LLJZ > •11.' ra:s w 2 2 < 00 rs/ CC U.1 > a. 0 Q'-4 0 L) cc w 1,4 0 2 WHHA-AOZZX4XXXXR THERMOSTAT w w--/ --, < = = Z 0 w i— (-) LI CZ = < CC CO > u < .c:r < Z r4 (D Ca Q >>- .): z < 0 0 < ct.. 0 ti vl a CC ..., W 0 u < z FL- ....) < , - ..... 3 z w Lel — (9 w = 0 ,A • 0 < (0 - '..1. 7; • ....,„. rn 1— W - VS0 • p —.t ce > 0 Lu 0 Z 0 ICE a < = 2 0 r -f REVIEWED FOR CODE COMPLIANCE APPROVED JUL 06 2018 City of Tukwila BUILDING DIVISION RECEIVED CM/ c1lDroctZLA JUN 08 2018 PEE= CENIER STORAGE BATTERY SYSTEMS, LLC STT Series -Tubular Flooded Batteries STT2V490 (2V550AH) Specifications Nominal Voltage Nominal Capacity @ 77 *F (25°C) Length Width Height (with vent cap) Weight Electrolyte / Cell Container & Cover Material Positive Plate Construction Negative Plate Construction Post Design Hardware / Torque Rating Preferred Operating Temp. Operating Temp. Range Internal Resistance Short Circuit Current Float Voltage Equalize Voltage Max. Charge Current Allowed Self Discharge 2V 550 AH 8 hr. to 1.75 V/cell) 676 AH 48 hr. to 1.80 V/cell) 750 AH 120 hr. to 1.85 V/cell) 780 AH 240 hr. to 1.85 V/cell) 6.54 inches (166mm) 8.11 inches (206mm) 20.7 inches (526mm) Without Electrolyte 63.8 Ib. (28.9kg) With Electrolyte 85.8 Ib. (38.9kg) 22.0 Ib. (10.0kg) 2.1 gallons Styrene -acrylonitrile (SAN), Impact Resistant Lead -Selenium / Low Antimony Tubular Pasted Flat Radial Leak -Proof with Brass Insert M10 / 180-221 In, lb, 68° to 77°F (20° to 25°C) -4° to 130°F (-15° to 55°C) Approx. 0.50mo 4950 Amps 2.23V at 77°F (25°C) 2.33 to 2.40V at 77°F (25°C) 147 Amps The STT Series batteries may be stored for up to 6 months at 77°F (25°C) and then a freshening charge is required. For higher temperatures the time interval will be shorter. Applications • Utility • Telecommunications • Solar/Photovoltaic • Oil and gas • Railways Constant Current Discharge (Amperes) at 77°F (25°C) F.V/Time ............. . 1.70V/cell 1.75V/cell 1.80V/cell 1.83V/cell 1.85V/cell 15 min 502 430 361 316 288 30 min 379 345 302 268 246 1 hr 275 261 234 215 201 1.5 hr 219 212 195 180 172 2 hr 183 179 167 158 150 3 hr 141 138 133 127 121 4 hr 115 113 109 105 5 hr 97.7 96.6 94.1 90.9 101 87.6 6 hr 85.3 84.0 81.4 79.8 77.0 8 hr 68.9 68.8 66.6 64.5 10 hr 20 hr 24 hr 58.3 57.5 30.9 56.2 31.3 54.3 30.2 32.3 26.92 26.00 62.4 51.5 29.3 25.10 48 hr 72 hr 100 hr 14.94 14.52 14.09 1.0.44 10.17 7.57 9.91 7.39 7.75. 0 www.sbsbattery.com 1-800-554-2243 CO CO 0 O� F0 0 n ra at G)o' c wpm Oc rn OE ire M0 473 z> 0111 n All product specifications and data are subject to change without notice. sbs@sbsbattery.com 06-17-T2V490 U J V1 2 rn!! LUa E 3 e — „CZ -CZ .... — ,AE'9 L r „vz.o1, — Ca N r J stationary@sbsbattery.com 1-800-554-2243 ItIrt`;\•T,1 Seismic Battery Racks Zone 1 — 4 Racks, Most Available from Stock 2 -Step Rack EEI CERTIFICATE OF APPROVAL EARTHQUAKE -PROOF RACKS FOR STATIC BATTERIES 77+c earthquake -proof racks for static [satiety installa- tion are approved for use in Cnlifomin, in eathqunkc me 4 as deli ed by the Uniform Building Code 1797. This appr+vnl is hosed an o thorough review attic report entitled "static calcul tion -racks for earthquake -proof battery installntinn.•. 18 Mnv 20I1 No. 2001{q SBS has many different seismic rack designs available to meet almost all seismic rack requirements. We offer adjustable racks, racks designed specifically for our batteries, and racks that can be used with other manufacturers' batteries. We can custom -design racks when needed. SBS seismic racks are either certified, or built to Seismic Zone 4 IBC/UBC standards. Available styles • 2 -Step • 2 -Tier • 2-Step/2-Tier • 1 -Row (1 -Tier) • 2 -Row • Custom 2 -Step Rack Profile A 111 1,1 c 0 o �f& Coco G U SM / tl xs w h‘H lalr:5 Construction Standards Required to Meet Code ZONE 4 3 2A, 2B 1 0 Extreme High ,ryy y Moderate Bran Low Non -seismic www.sbsbattery.com/RACKS 1-800-554-2243 stationarysbsbattery.com 22 C -i SA C',?. Spill Containment Systems High Density Polyethylene Pans and Neutralizing Pillows The Uniform Fire Code (UFC) Article 64, Section 104.d and 104.e requires lead acid battery installations with more than 100 gallons of electrolyte be equipped with a "liquid -tight" spill -control barrier system. It also requires an approved method, capable of neutralizing a spill from the largest lead acid battery. In response to these new requirements, SBS offers a spill containment system solution. SBS's system is quick and easy to install with new battery racks. Features • Welded 5/16" thick HDPE pans in multiple sizes • 12" x 12" Flame retardant acid absorbing/neutralizing pillows (10" x 10" NiCd pillows available as an option) • Complies with EPA, OSHA, and Uniform Fire Code 64 • Acid tight, 4" tall barrier protects from corrosion • Quick and easy installation • Cost effective solution to electrolyte spills • Custom sizes available 12 Conta . Wide SpiII ment Systems Part No. SC23-12P2 SC28-12P2 SC34-12P3 SC46-12P4 SC51-12P4 SC57-12P5 SC62-12P5 SC68-12P5 SC74-12P6 SC84-12P7 SC90-12P7 SC96-12P8 SC102-12P8 SC107-12P9 SC114-12P10 SC119-12P10 SC125-12P10 SC130-12P10 SC136-12P11 SC148-12P12 SC159-12P13 SC164-12P13 SC170-12P14 SC198-12P17 SC221-12P19 Size LxWxH(in.) 23x12x4 28x12x4 34x12x4 46x12x4 51x12x4 57x12x4 62x12x4 68 x 12 x 4 74x12x4 84x12x4 90x12x4 96x12x4 102x12x4 107 x 12 x 4 114x12x4 119 x 12 x 4 125x12x4 130x12x4 136x12x4 148 x 12 x 4 159x12x4 164 x 12 x 4 170x12x4 198 x 12 x 4 221 x 12x 4. # o1Pillows 2 2 3 4 4 5 5 5 6 7 7 8 8 9 10 10 10 10 11 12 13 13 14 17 19 How Our System Works • SBS stocks different size spill pans that can be placed together in multiple combinations to form different spill containment system lengths and widths. • We provide pillows and connectors that hold the pans together. • Your rack will fit inside our spill containment system. If you are mounting the racks to the floor, you drill through the pans where needed and silicone the bolt and hole to provide a 100% leak- proof system. 23 in. Wide SpiII Containment Systems Part No. SC37-23P6 SC42-23P6 SC49-23P8 SC50-23P8 SC54-23P8 SC62-23P10 SC67-23P10 SC75-23P12 SC79-23P12 SC84-23P14 SC92-23P14 SC96-23P16 SC104-23P16 SC109-23P18 SC121-23P20 SC126-23P20 SC134-23P22 SC138-23P22 SC142-23P22 SC151-23P24 SC168-23P28 SC176-23P30 SC180-23P30 SC193-23P32 SC217-23P36 Size LxWxH(in.) 37x23x4 42 x 23 x 4 49x23x4 50x23 x4 54 x 23 x 4 62x23x4 67x23 x4 75x23 x4 79x23x4 84x23x4 92x23 x4 96x23x4 104x23 x4 109 x 23 x 4 121x23x4 126x23x4 134x23 x4 138x23x4 142x23x4 151 x 23 x 4 168x23x4 176x23x4 180x -23x4 193 x 23 x 4 217x23 x4 # of Pillows 6 6 8 8 8 10 10 12 12 14 14 16 16 18 20 20 22 22 22 24 28 30 30 32 36 25 in. Wide SpiII Containment Systems Part No. SC23-25P4 SC28-25P4 SC34-25P6 SC46-25P8 SC51-25P8 SC57-25P10 SC62-25P10 SC68-25P10 SC74-25P12 SC84-25P14 SC90-25P14 SC96-25P16 SC102-25P16 SC107-25P18 SC114-25P20 SC119-25P20 SC125-25P20 SC130-25P20 SC136-25P22 SC148-25P24 SC159-25P26 SC164-25P26 SC170-25P28 SC198-25P34 SC221-25P38 Size L x W x H (in.) 23x25x4 28 x 25 x 4 34x25x4 46x25x4 51 x25x4 57x25x4 62x25x4 68x25x4 74x25x4 84 x 25 x 4 90x25x4 96x25x4 102x25x4 107x25 x4 114x25x4 119 x 25 x 4 125x25x4 130 x 25 x 4 136x25x4 148 x 25 x 4 159x25x4 164x25x4 170x25x4 198 x 25 x 4 221 x25x4 # of Pillows 4 4 6 8 8 10 10 10 12 14 14 16 16- -18 .20 r 20.,. 2{ _ 2'2Z 24 26 26 28 34 38 • 23 www.sbsbattery.com/SPILL 1-800-554-2243 stationary@sbsbattery.com N 0 0 w 0 v: v v v v v v �r X X X X X X X X- X X CV CV CV N CV N 2V CV tV N ▪ . v . v ▪ v v X X X X XX X X X M cD 1/40 u u 'O l0 r- o o. o` N 0 z co a CV CV.. Lt) Vit)., U) CO 1/401/40 O. r a- . r r r -t-'. a a a a a a a a N CV CV CV CV N CV CV tV ': Bch . .7 ` e4.,. . �t dh„ co co r` N CO N N c•▪ ') u, L .O .O L) C.) .C.C.) C) C.) C) C) C U) v) -CO CO CO CO 0) u) CO h V1 • r r Or O d 5 Or d 2 X X 96 . X >C X )< X X. >C ▪ X X -..X. „ X „X, X X X X ▪ X X X X X >C co: co CO M C'!) ▪ co ▪ CO CO CO CO CO M m M :. co co ▪ M_ co co M M M co M M: X X xX X X X x X X x X X X X X .x: X X X X': X x X X r• N O O . N ^ > Lt) CT .Cr. N .o 'CrCr, r .O ct co N - t .O C7 co r- co �!' .4* u7 it) .o .p ' t� d� CO o+ CT O - O N N CO V) d' CA .O, n .CO.: os r r r r r- r- r r r r- r r r CV REVIEWED FOR CODE CONiPLIANC APPROVED JUL 0 6 2018 City of Tukwila BUILDING DIVISIOf N E -_au •O- N y CLO cu .G .G 00 �° c O C.) 0 A a N 0 0 a .o 0 0 v �r X x co co N X X m v .4- x X N co X X 0 O r - vt - v X X X X CO CO CD CD N CV N N X X X X 1/40 :.4- CO N N CO CO d' - e- ,. - .cr v — XX x X x CO CO CO o CD CV N N N N X X X X •X. CO. 1/40 O M r•-• s.O t-- OO o. ,-- ,-- r r r r N RECEEIVM CITY ®r W r0' JUN 0 8 2010 PERMIT CL \!?f STORAGE BATTERY SYSTEMS, LLC SpiII Containment Requirements for Stationary Lead -Acid Battery Systems Fire codes may require standby battery systems to utilize an approved method and materials for control and neutralization of unintentional spills. The main codes in the United States relating to battery systems are the Uniform Fire Code (UFC), the International Fire Code (IFC) and the National Fire Protection Association (NFPA). OSHA and the EPA may also have related requirements. The codes and regulations (outlined below) are intended to prevent fires and protect the safety of personnel, equipment and the environment. Codes vary by state (see page 2) and are dependent on model code adoption. Municipalities may also make amendments to state and model codes. Code Uniform Fire Code UFC 2000 Article 64 Description / Battery Type Flooded Lead Acid & VRLA Quantity 50 gallons or 20 gallons in a single battery Summary Each rack of batteries or group of racks shall be provided with a liquid tight 4 -inch spill control barrier which extends at least 1 inch beyond the battery rack in all directions. International Fire Code IFC 2003 & 2006 Flooded Lead Acid 50 gallons Approved method and materials for the control and neutralization of a spill VRLA 50 gallons Capable of controlling and neutralizing a spill from the largest battery to a pH between 7 and 9 National Fire Protection Association NFPA 1 - 2006 Stationary Lead Acid Batteries 55 gallons in a single battery 100 gallons in a room with sprinklers Provided with spill control Approved method to neutralizes spilled electrolyte p to a pH between 7 and 9 OSHA 29 CFR Flooded _ SpiII control, neutralization, eyewash and acid - resistant aisles EPA 40 CFR Protection of Environment 1000 pounds (100 gallons) Hazardous Material Inventory and Reporting, Spill Control, SpiII Reporting and Disposal NFPA 76 Telecommunication 2005 Stationary Lead -Acid Batteries - Comply with NFPA1 BOCA National Building Code 1999 Stationary Batteries 500 gallons corrosive Controls shall be designed to prevent materials from entering or leaving process Capable of retaining 110% from the largest battery BOCA National Fire Prevention Code 1999 Storage and use of solid and liquid corrosive materials 1000 gallons Provided with a means to control spillage and contain or drain off spillage drain. SpiII control - recessed minimum 4 inches or liquid tight. Four inch raised sill to prevent flow of liquid to adjoining areas Note: Check with authorities for all other applicable codes, amendments and regulations. Authorities include EPA, OSHA, Hazmat inspectors, facility owners, insurance iinspectors, fire marshals,etc. State Code Flooded Battery Systems Spill Control Neutralization VRLA Battery Systems Spill Control Neutralization EPA OSHA Alabama IFC ✓ 1 Note 1 1 1 1 Alaska IFC ✓ 1 Note 1 ✓ ✓ Note 3 Arizona IFC 1 ✓ Note 1 ✓ ✓ Note 3 Arkansas IFC ✓ ✓ Note 1 1 1 1 California IFC ✓ 1 Note 1 ✓ ✓ Note 3 Colorado NFPA 1 1 Note 1 1 1 1 Connecticut IFC 1 1 Note 1 1 1 Note 3 Delaware NFPA ✓ ✓ 1 1 ✓ ✓ Florida NFPA 1 1 Note 1 ✓ 1 1 Georgia IFC ✓ 1 Note 1 1 1 1 Hawaii NFPA 1 1 1 1 1 Note 3 Idaho IFC 1 1 Note 1 1 1 1 Illinois NFPA ✓ ✓ 1 1 1 1 Indiana IFC 1 ✓ Note 1 ✓ 1 Note 3 Iowa IFC ✓ ✓ Note 1 ✓ 1 Note 3 Kansas IFC ✓ ✓ Note 1 ✓ 1 1 Kentucky IFC 1 ✓ Note 1 ✓ 1 Note 3 Louisiana NFPA ✓ ✓ Note 1 1 1 1 Maine NFPA ✓ 1 1 1 1 ✓ Maryland NFPA ✓ ✓ Note 1 ✓ 1 Note 3 Massachusetts NFPA 1 1 Note 1 ✓ 1 1 Michigan NFPA ✓ 1 1 ✓ 1 Note 3 Minnesota IFC 1 1 Note 1 ✓ ✓ Note 3 Mississippi- Note 2 Note 2 Note 2 Note 2 1 1 Missouri- Note 2 Note 2 Note 2 Note 2 1 1 Montana NFPA ✓ 1 Note 1 ✓ 1 1 Nebraska NFPA 1 1 Note 1 1 ✓ 1 Nevada IFC ✓ 1 Note 1 1 ✓ Note 3 New Hampshire NFPA ✓ 1 Note 1 1 1 1 New Jersey NFPA 1 1 Note 1 1 1 Note 3 New Mexico IFC ✓ 1 Note 1_ 1 1 Note 3 New York IFC 1 1 Note 1 1 1 Note 3 North Carolina IFC 1 1 Note 1 1 1 Note 3 North Dakota NFPA 1 1 Note 1 1 1 1 Ohio IFC 1 1 Note 1 ✓ 1 1 Oklahoma IFC 1 1 Note 1 1 1 1 Oregon IFC 1 ✓ Note 1 1 ✓ Note 3 Pennsylvania IFC 1 1 Note 1 1 1 1 Rhode Island NFPA ✓ 1 Note 1 1 1 1 South Carolina IFC ✓ ✓ Note 1 1 1 Note 3 South Dakota NFPA 1 1 Note 1 1 1 1 Tennessee IFC 1 1 Note 1 1 1 Note 3 Texas NFPA 1 1 Note 1 1 1 1 Utah IFC ✓ 1 Note 1 1 ✓ Note 3 Vermont NFPA 1 1 Note 1 ✓ ✓ Note 3 Virginia IFC ✓ 1 Note 1 1 1 Note 3 Washington IFC 1 ✓ Note 1 1 1 Note 3 West Virginia NFPA 1 ✓ Note 1 ✓ 1 1 Wisconsin NFPA 1 ✓ Note 1 ✓ 1 1 Wyoming IFC 1 1 Note 1-- Note 3 - Notes: 1. Check with local authorities for amendments 2. No state codes; check with local authorities 3. Has EPA -approved State Plan -'. ! _.• __..: J_J :_ �____J __ nnn�_ ____s_i.___ _L aL_ __J__ TL:_ :_L_ -.v ..t:__ _L....1 -J EU a F 52 C 1 r— G) �'o� --, , r' V+ ®m i'9i o n ill O O , 1 s be used for guidance purposes only and SBS can't be held responsible if the information is incorrect or if other parties interpret the information differently. 0 0 STA COCOCO .-o TEST & MONITORING EQUIPMENT SBS -H2 Hydrogen Gas Detector Complete Hydrogen Detection System Includes • Main control • Hydrogen sensor • 25 ft. cable Applications • Substations • Battery rooms • Uninterruptible power supply (UPS) • Battery cabinet systems • Battery charging areas • Hydrogen fueled back-up power systems Corti The SBS -H2 Hydrogen Detector is a hydrogen detection system with visual and audible alarms and 1% and 2% hydrogen relays. The system comes complete with the main control, a highly accurate hydrogen gas sensor and a 25 ft. cable. This unit can be powered with AC and/or DC power and can be mounted directly to a wall or to an electrical box, making it extremely versatile and very user-friendly. The SBS -H2 includes relays for remote connection to alarm/monitoring systems and for control of external relays or an exhaust fan. Benefits • Protects life, property and company profits • Ideal for remote locations • Fail safe mode in event of loss of power • Up to three (3) sensors can be installed 1:o main control to meet space coverage requirements Features • Universal power inputs: 110/220 Vac and/or 12-48 Vdc input • Strobe light for visual alerts • Sensor status indicator LEDs on the main control • Modular design for optimal placement of sensor(s) • NRTL/C Certified: UL Std. No. 61010-1 • CAN/CSA-C22.2 No. 61010-1-12 c Nemko Installation • Wall or 2 -gang junction box mountable • Mechanical relays are easily accessible: • Warning 1% relay, 15 A @ 120 Vac; 10 A @ 277 Vac; 10 A @ 28 Vdc • Alarm 2% relay, 1 A resistive @ 30 Vdc, 0.5 A @ 125 Vac • Redundant power supply capability; dual AC and/or DC power supply connections (DC power supply will operate as backup power source) • Indicator LEDs can be tested by pushing the red "TEST" button • Sensors can be tested in the field with the P/N H2-TESTKIT Main Control Mounting and Power Options Wall -mountable 2 -Gang Junction Box Hardwired AC and/or DC (optional) 18 AWG AC Cord (optional) us e,� 0 i t." CO -• c`l ••• •-::-C.P„ CO Lri 0, r. C 0, Es 0, 0. Csi C'st cc; E 0 • • 4;1 0, ro- CO 0, 0, 0, LL. 0, J) E Ruscalvau MT OF 7QMIRIGL JUN 08 2010 CE -NTE EVIEWED FOR DE COMPLIANCE APPROVED JUL 06 2013 City of Tukwila ILDING DIVISION Exhaust Fan and/or External Alarm (Fan not Included) 1 Dry contacts can be monitored by: FIRE ALARM PANEL BUILDING MANAGEMENT SYSTEM SCADA MODBUS OTHER Green Wire White Wire Black AC Wire Twisted -Pair 2% Relay Twisted -Pair 1% Relay Hydrogen Sensor Hydrogen Sensor 2 (optional) 25 ft. Cable Strobe Light Alarm Hydrogen Sensor 3 (optional) ALARM WARNING POWER Ncmkoj 'SIBS' suaburcry..rn ?cps° So�tce External Relay (Only necessary If external relay exceeds internal contact rating) 110/220 VAC and/or 12 - 48 VDC LED Test Push Button Warning Settings: Should the concentration of hydrogen gas in the air surrounding the sensor reach 1% by volume, the "1 % Warning" yellow LED will light up on the main control of the unit. In addition, the 1% internal relay will energize and can be used to activate an external exhaust fan or a building management/alarm system (via SCADA Modbus). Alarm Settings: Should the hydrogen gas concentration reach 2% by volume, the "2% Alarm" red LED will Fight up, the strobe will flash and an audible alarm will sound. In addition, the 2% internal relay will energize and can be used to activate a building management/alarm system (via SCADA/Modbus). Available Accessories Accessory Ordering Information Part No. H2-SENSOR-25FT H2-SENSOR-50FT H2-SENSOR-100FT H2-TESTKIT H2 -JB E190399 Description Additional hydrogen sensor with 25 ft oable Additional hydrogen sensor with 50 ft.cable Additional hydrogen sensor with 100 ft. cable Test kit (includes 1% and 2% hydrogen, regulator, tubing and case) Note: cannot ship via air freight 411/16" x 411/16"`2 gang junction box AC Cord 110 V, 10 A, 10 ft. with plug Specifications 1% Hydrogen 2% Hydrogen Power source Temperature Size Dry contacts rated 10A/25 Vac Dry contacts rated 5A/28 Vdc 110/220 Vac, 50/60 Hz and/or 12-48 Vdc (9-58 Vdc operating voltage) Sensor rating of -4°,F to 176° F (-20° C.to 80°C) 4.7" L x 4.7" W x 1.2" D (main control) Additional Hydrogen Sensor with 25 ft., 50 ft. or 100 ft. Cable 2 -Gang Junction Box (Hardwired AC and/or DC) www.sbsbattery.com/S8S-H2 N;-ikM.10 .17.ZYi] 1-800-554-2243 test@sbsbattery.com 2 08-17-TASBH2 0 .2 8 -tt `c9 - -at st:o 0,to• x to:4 ,044,f:( • • F , .v. '4" E; ci ec. . : • =x C;tv.v.to ••=a2. . CV CC) f•:‘,14 ac: CV.' CV ••••• ft, . LS, Ts, • 'CV t.,CV 001 'T r•-• ••••• St3 C.4? . -... ..• ••• ' , ..- •,::::•:-4°!:. • :•••••• c° ....,...:r.: :' 0.1 .v. ,.:,..",.....:::::..,.., . . F:. ,....1:1;‹ ...0.4•: •%c; 4,.•. ",...▪ .,,......,,,:.,,,, C'3 L, • , .... .h,,.::: :::.4.-.:.• "°-: : '''''''''‘.:.":':. .'.'..;,7::, ,. 1.2,,,,,c;:4'''' .,.,./*, co,- c.o :, r.v., tr3 4:3 ';'••I C+.1 = = = '"Cr' C.7 ICS 0. • LC" ' • ".C4... CV". CC :L.:: ,». —, = • • IS & IT, Aer x• • x : .,.. X .... e'-'. . ',.. ..... . ....., .4. C. A' CO CV , cs.1 • , . . 4...3• CV C't . ei & - 0.7.1 c‘i 0. cv csi - CV = •••• cl .e. vr • co e•••• I, - IE cV Ce, "CT kel in C• .) C. t...) C. ri) GO CO CO VI Cia • . . it) P.4. C") . , o o•L.) t...) Ce C/7 .c C., (.4 ▪ to to t.sr C> ▪ : ••••• =•= "T>C ▪ tV " 1•••• • : 0.z CV CV 7 • •-• • 0. (.7 CL. .Cst CV (.0• 5 0 :; ... RaCEOVEC1 TV VUL(1717GO.,S, JUN 08 2018 IHREGIr CEMTER .., • ... ' • • . , . STORAGE. HAT.TERY SYSTEMS, 1NC. Spill Containment Systems High Density Polyethylene Pans & Neutralizing Pillows Tho Uniform Fire Code (UFC) Article 04, Section 104.d and 104.e requires lead -acid battery installations with more than 100 gallons of electrolyte be equipped with a "liquid -tight" spill -control barrier system. It also requires an approved method, capable of neutralizing a spill from the largest lead -acid battery. In response to these new requirements, SBS offers a spill system solution. SSS's system can be installed with new battery rack systems. Features El Welded high density polyehylene pans In multiple sizes El 12" x 12" Flame retardant add absorbing/neutralizing pillows to Complies with EPA, OSHA, and Uniform Fire Coda 64 Et (4" tali) Acid tight barrier protects building from corrosion Li Low installation costs Et Quick and easy installation t1 Cost effective solution to electrolyte spills Part No. SC23-12P2. SC28-12P2 SC34-12P3 SC46-12P4 SC51-12P4 SC57-12P5 SC62 12P5 SC68-12P5 SC74-12P0 SC84-12P7 SC90-12P7 System Size 1# of Pillows 23"x12"x4"H: 28"x12"x4"H 34"x12"x4"11 46"x12"x4"1-1 • 51 "x12"x4"11 57"x12"x4"H 82"x12"x!1"H • • 68"x12" x4"11 74"x12"x411. 84"x12"x4"11 90"x12"x4"11 .. 2 4 5 5 7 7: SC96-12P8 96"x12"x4"H 8 SC 102-12P8 102''x12"x4"11; : :8 5C107.121,9 107"x12"x4"11 SC114-12I 10. _ .1l'l xf2"x4"11 SC119.421'10 119"x12"x4"11 SC125-12P10 125"x12"x'I' Il 5C130 -12P10 130"x12"x411 SC 136 12P11 136"x12"x4411 SC148-12P12 148"x12"x411 SC159-12P13 159"x12 x4"H 5C164 -12P13 164"x12"x4"11 SCI70-12P14 170"x12"x4"H. 9 10 12 13 How Our System Works SBS has 9 different. size spill pans that can be placed, together in multiple combinations to form different spill containment system lengths and widths. We provide pillows and connectors that hold the pans together Your rack will fit inside our spill containment system If you are mount to the floor you drill through thuttrawDegililfeLidet.filir�fl to provide a 100% leak proof systenn.f Al'2 PLAN 0.::‘,*.11,1 : ='t I ION. IV"' 23" Wide Spill Containment Systems Part No, SCI2-23P2 SC25-23P4 S037:22P6 SC42-23P6 SC49 23P8 , SC50-23P8 SC94-23P8 SC62.23P10 SC67-23P10 SC75-23P12 • SC79•23P12 SC84-23P14 SC92.23P14 SC96-23P16 SC104-23P16 < SC109-23P18 SC121.23P24 System Size •12"x23"x411 • 256x23"x4'11 37x23"x4"H. 42"x23"x41H ,49'x23'x4'Ii 50"x234x4"H 54"x23"x411 62"x23"X4"11 Piz"x23"x4711 75"x23"x4"11 79"x23"x4"11 • 84"x23"x4"11 '.12'`x23"x4' H • . 9G'"x23"x4"H a04"x23"x+4"11 109"x23"x411 # of Pillows 2 4 6 6 ' 23x4" SCI26-23P20 126"x23"x4"H SC134.231,22 134"1(23"x411. 8C138.23P22 138x23"x41H SC142 23P22 142'x23"x411 SC151-23P24 1.51"x23"x41.11 SC168-23P28 .1687x23"x4"11 28 8 10 12 12 14 14 16 16. 18 213 20 22 22 22 24 i . TO CODE: r cis c a t \ t.,3 and h ole 25" Wide Spin Co tainmlent Systems Part No. SC23-26P4 SC28-25P4 S03446P6 :34"x26"x4.pti. SC46-25P8 46"x254x411 .SCSI 25P8 51'x25"x4"k SC57-25P510 57"x25"x4"0 SC62 25P10 x4 62'x25""t1 SC68-25P10 68"x25"x4"H System Size 23"x25"x4"H 28"x25"x4"H N of Pillows 4 4 10 10 10 SC74 25P12 74"x25'x47H 12 SC84-25P14 84"x25"x411 14 SC90 25P14 90"x25"x441 14 SC96-25P16 96"x25"x4"H 16 SCIO2.25P18 102"x257x4"1-1 16 SC107-25P18 107"x25"x4"H 18 SC114 251'20 111"x25 "x4711 20, SC119-25P20 119"x25"x4"H 20 SC129 251.',20 123"x25' x4"II 120 SC130-25P20 130"x25"x4"H 20 SC13625022 136"x25"x4"H 22 8C148 -25P24 148"x25"x4"H 24 SC159 251'26 1594x25"x4"11 SC164-25P26 164 x25 x4"H S0170 -25P28 170445"x4"H Project: Vault 28 Update Address: 8123 E Marginal Way S., Tukwila, WA 98108 KC Parcel#: 0001600020 Legal Description: BUCKLEY JOHN—D C # 42 & 45 POR OF N 825 FT LY NELY OF C WW # 1 & WLY OF E MARGINAL WAY 0005 1') "4'.0 S �QO4 -�by0, ,.4„�0j7 H'VD F, 51095b5i00r.-.1�00 Si 054@0605 r5, - 0.81 5 11: 3'tbk35 6p,rr 755 q 0:5 5 P7-6 ,Q,61,4•°51-119f5� �� 6Lfhti rjlllao 89. 0;p11,� / ` 066456.775 - 12,75 . S ``16 oT)c 68.5 I P,64 ,6 b75 74.90 7.340 9.75SGL1 51 7,55 ti %0,57 ICU 61°1.5gZ5 0. 868 4i48 0 1 et, 04 52 t84^81 5 SSjjpp 99eS o ��°8e?9 8630 64:1go 0 9 -'594rA730 8160,r. 6498, 46 V.195051U 6 1 78 - 8f50,I(1.299 8� 0�61�8c.18 843 46 430 339 6.25 8601 8, 1740 84Gts&.�90 80 I'^rrM-F7mies11` 8`9 599 5 5JU O5; 1 0\ 0033 0041 90 003? REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2018 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA .s U 25.3 PERMIT CENTER Pi'6' 01(0 Vault 28 Update Plant 2 Yard Tukwila, WA CALCULATIONS PREPARED FOR THE BOEING COMPANY POST OFFICE BOX 3707 SEATTLE, WA 98124 PREPARED BY Sifts & Hill Engineers, Inc. 4815 Center Street Tacoma, WA 98409 April 4, 2018 S & H Job Number 17,477 SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 JOB: 17477 DESIGNED: JWO DATE: 11/19/2017 PROJECT: Boeing Plant II - Vault 28 Upgrade CHECKED: DATE: BASIS OF DESIGN Scope: These calculations are to assist Boeing in replacing electrical equipment. The existing equipment vault will be used for the new equipment. New anchorage will be provided to meet current code requirements. These calculations are limited to the evaluation of the existing structure. Design of equipment is by others. Building Code: 2015 Edition of The International Building Code with State of Washington amendments Risk Category: II Gravity Loads: self weight Lateral Loads: seismic site class = D seismic design category = D Concrete: fc = 3,000 psi (conservatively assumed) Steel: anchor bolts = ASTM 1554, Grade 36 steel plate = ASTM A36 wide flange = A992, fy=50 ksi SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECT: Boeing Plant II - Vault 28 Upgrade .±OMLIRY 2x14 GA COMPOSE METAL DECK W/ 4' CONCRETE 4 AlikPir0I •'NOUFT PENETRATION W14x61 11 n to ILS"- 1 p-.._ T , o S4 D 0 5 ,a, . . q1 DO TMP. ' 0 2 f Q3 1 O di1 W14X61 1 1 W14X61 I —A i — 1(IP L tr I T x1b COMPOSITE METAL >2'DE R w/ a' coxcrAETE I- TOPPING (6' TOM) 1 CP 1'-O' 2'-6' L. 21'-I 1/2' 1'-0' Lsg:=46 ft wsy := 25 ft hsg :=12 ft Lbh:= 19.5 ft Wbh:=7 ft hbh :=11.5 ft JOB: 17477 DESIGNED: JWO DATE: 11/19/2017 CHECKED: DATE: EQUIPMENT ANCHORAGE PER 4/5500 - 1YP (10) PLACES CCESS MANHOLE (1YP 2 LOCA110N3) RAME: UTILITY 11.ULT CO. 36' x 4' (FLAME UP) OVEN: UTILITY VAULT CO. SDUD count MAR E0 'ELECTRIC' DESIGN LOADING: AASHTO H2O TO MATCH FRAME SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 JOB: 17477 DESIGNED: JWO DATE: 11/19/2017 PROJECT: Boeing Plant II - Vault 28 Upgrade CHECKED: DATE: Lc)co-ig Gravity Dsg:=120 psf Dbh:=130 psf L = included with dead as the space inside the switch gear housing MMI either have electrical equipment without the possibility of live load or no equipment at locations where live Toad may occur Wind V:=110 mph, exposure C (risk category II) kd := 0.85 kzt := 1.0 G:=0.85 kz := 0.85 q,:= 0.00256 • kz • kzt • kd • V2 • psf = 22.4 psf [ASCE7 EQ 29.3-1] C f:=1.30 force coefficient per ASCE7 Table 29.5-1 W := qz • G • C f = 24.7 psf [ASCE7 EQ 29.4-1] wind directionality factor per ASCE7 Table 26.6-1 topographic factor per ASCE7 26.8 gust effect factor per ASCE7 26.9 velocity pressure exposure coefficient per ASCE7 Table 29.3-1 Seismic MIS Design Maps Summary Report tiler -Specified Input Repeat Tide Budding Code Reference Document Site Coordinates site Soil classification Risk Category Island 84 M5 CSR NAVAL ��� 5 tift444RINE SASE [!h Vashoii USGS-Proilided Output S, = 1.513 g S,= 0.57gg North Boeing Reid r ua Navorkb2r 29, 2,316 2922B Sf t 261420/5 International Building Cade trrhreh utilizes USGS hs+ard deft dMaitsde m 20011 47,5356°N, 122.3134°W site Class D - "Stiff SII" 1/11(111 is 1-7 S.3217:71 J.17513 = 1.5138 S„, = 0.868 g S = 1_u1:1g g ��,. = 4.579 g SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 JOB: 17477 DESIGNED: JWO DATE: 11/19/2017 PROJECT: Boeing Plant II - Vault 28 Upgrade CHECKED: DATE: Sds :=1.009 Shc := 0.579 Ie :=1.00 ap :=1.0 Rp := 2.5 ,flo := 2.5 Ip := 1.O z:=0. ft h:=0.5. ft [ASCE7 Table 1.5-2] component amplification factor per ASCE7 Table 13.5-1 or 13.6-1 component response modification factor per ASCE7 Table 13.5-1 or 13.6-1 component overstrength factor per ASCE7 Table 13.5-1 or 13.6-1 component importance factor per ASCE7 13.1.3 height to component attachment average roof height of structure 0.4•a S Cs,_ p' ds ••;1+2•min;z ,111=0.16 Rp < < h 11 Ip Csmaz:=1.6•Sds•Ip=1.61 Csmin:=O.3•Sds•Ip=0.3 Cs := max (min (Cis , Csmax> , Csmin) = 0.3 SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECT: Boeing Plant II - Vault 28 Upgrade Existing Structure Beams s:=6 ft w:=Dsg•s=720 plf JOB: 17477 DESIGNED: JWO DATE: 11/19/2017 CHECKED: DATE: Pnn'. 19 NOV 2017, 8'52AM Steel Beam Lic. # : KW -06002611 Desaiption : existing W14x61 CODE REFERENCES File = P:1174001'14771CalculaSensiSIruWxalt17477,e ENERCALC, INC. 1983-2017, au11C.10.17.8.3, Vet:10.17 43 Licensee : SITTS & HILL ENGINEERING, INC. Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi Applied Loads Beam self weight calculated and added to baring Loads on all spans... Uniform Load on ALL spans : D =0.720 klft DESIGN SUMMARY Service bads entered. Load Factors will be applied for calculations. Design OK Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn ! Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.310: 1 W14x61 61.016 k -ft 196.796 k -ft +D+H 12.5008 Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.372 in Ratio = 0.000 in Ratio = 0 <360 0 <360 807 >=180 0 <180 0.094: 1 W14x61 9.763 k 104.250 k +D+H 0.000 ft Span # 1 Overall Maximum Deflections Load Combination Span Max. `-" Deft Location in Span Load Combination Max "+" Deft Location In Span D Only Vertical Reactions 0.3715 12.571 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum 9.763 9.763 for four 3/4" bolts 9.763 kip —0.21 <1.0, ok 4.11.9 kip Vault Walls wall design is controlled by lateral earth pressure which will not change with equipment replacement... vault walls ok by inspection • SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECT: Boeing Plant II - Vault 28 Upgrade JOB: 17477 DESIGNED: JWO DATE: 11/19/2017 CHECKED: DATE: Anchorage component weight length width height n "switch_gear" Ds9 • Lsg • ws9 L8g ws9 hs9 9 ""battery_house" Dbh • Lbh' wbh Lbh Wbh hbh RM :=weight . width _ • [17250001 l b f • ft 2 L 62108] OTME :=weight • C's . height _ • [ 2506361 lb f • f t 2 [ 30886] OTMw := length • height • W W. height _ 81906 lb f • f t 2 [31888] 3 .flo•OTME— (0.9 — 0.2 •Sds) • RM [-25681 anchorage_TE•— — iv 1612] width•n [ .fl0 •weight • Cs _ [ 58021 anchorage_VE •— i 2238 lbf 2•n OTMw — 0.9 • RM _ —65361 l anchorage_Tw — {-1143]-4 width • n anchorage_VE —length •height • W — 7581 i 92 • 4 lb f 2•n for switch gear lweld • 2.238 kip — 0.54 in of 3/16" each beam 1.392.3 kip in for battery house Per attached Hilti printout, use HY-200 adhesive with 5/8" dia. rod embeded 4" min with 6" edge distance www.hilti.us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E -Mail: Sitts & Hill Engineers JWO Page: 1 Project: Vault 28 update Sub -Project I Pos. No.: 17477 Date: 11/19/2017 Specifiers comments: battery house 1 Input data Anchor type and diameter: HIT-HY 200 + HAS -R 316 SS 5/8 Effective embedment depth: hef,act = 4.000 in. (hef,llmit = - in.) Material: ASTM F 593 Evaluation Service Report: ESR -3187 Issued I Valid: 11/1/20161 3/1/2018 Proof: Design method ACI 318-14 / Chem Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, fc' = 3000 psi; h = 8.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] Z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan J www.hilti.us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E -Mail: Sitts & Hill Engineers JWO Page: 2 Project: Vault 28 update Sub -Project 1 Pos. No.: 17477 Date: 11/19/2017 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 1612 2238 0 -2238 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension Toad Load Nua [Ib] Capacity $ Na [Ib] Utilization pN = Nua/4 Nn Status Steel Strength* 1612 14690 11 OK Bond Strength** 1612 2614 62 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** 1612 3631 45 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value Nsa > Nua Variables Ase,N [in.2] 0.23 Calculations Nsa [lb] 22600 Results Nsa [Ib] 22600 refer to ICC -ES ESR -3187 ACI 318-14 Table 17.3.1.1 futa [psi] 100000 4) steel 0.650 W nonductile 1.000 Nsa [Ib] Nua [Ib] 14690 1612 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schwan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us PI Hal- I Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers JWO Page: 3 Project: Vault 28 update Sub -Project I Pos. No.: 17477 Date: 11/19/2017 3.2 Bond Strength — (ANa AN:0) W ed,Na W cp,Na Nba Nua = see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) = (2 CNa)2 Na Na ANa ANaO CNa = 10 da uncr 1100 1 ACI 318-14 Eq. (17.4.5.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) ACI 318-14 Eq. (17.4.5.1d) ec,Na = ■ 1 + eN / s 1.0 ACI 318-14 Eq. (17.4.5.3) ` CNa l ed,Na = 0.7 + 0.3 (camin ) s 1.0 ` CNa CCaca,min CCacNa W cp.Na =MAX _ 1.0 Nba = k a —I k,c • aN,seis • 'n • da hef ACI 318-14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) Variables t k,c,uncr [pSi] da [In.] hef [in.] Cain [in.] 2261 0.625 4.000 6.000 ect,N [in.] ec2,N [in.] 0.000 0.000 Calculations CNa [In.] ANa [in.2] 8.920 266.16 W eci,Na ec2,Na 1.000 1.000 Results Na [Ib] bond 5361 0.650 Cac [in.] k 7.202 ANaO [in.2] 1.000 w ed,Na 318.25 W cp,Na 1.000 seismic 0.750 0.902 Nba [lb] 7109 w nonductile 1.000 T k,c [psi] 1207 aN,seis 0.750 Na [lb] 2614 Nua [Ib] 1612 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us 1.1I`TI Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers JWO Page: Project: Sub -Project I Pos. No.: Date: 4 Vault 28 update 17477 11/19/2017 3.3 Concrete Breakout11Strength ANc N.— \ANco/ / ed,N W c,N W cp,N Nb Ncb >_ Nua AN. see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANS = 9 he2 f 1 Wec,N=1+2eN)<1.0 3hef/ W ed,N = 0.7 + 0.3 (Ca.m!n) 5 1.0 1`` 1.5hef W cp,N = MAX(Ca,min 1.5hef\ s 1.0 Cac ' Cac / Nb = kc A a ViTc hefs Variables het [in.] 4.000 ec1,N [in.] ec2,N [in.] 0.000 Cac [In.] kc 7.202 17 Calculations AN. [in?' 144.00 144.00 Results Ncb [lb] 4. concrete 7449 0.650 0.000 X ACI 318-14 Eq. (17.4.2.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) Ca,min [in.] 6.000 AN.0 [in.2] 1.000 111 ec1,N 1.000 fc [psi] 3000 w c,N 1.000 W ec2,N W ed,N W cp,n Nb [Ib] seismic 1.000 1.000 (1) nonductile Nth [lb] 0.750 1.000 3631 1.000 N. [Ib] 1612 7449 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us 1■■11`TI Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers JWO Page: 5 Project: Vault 28 update Sub -Project 1 Pos. No.: 17477 Date: 11/19/2017 4 Shear Toad Load Vua [Ib] Capacity ¢ Vn [Ib] Utilization Sv = Vaa/j Vn Status Steel Strength* 2238 5695 40 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength (Bond Strength controls)** 2238 7506 30 OK Concrete edge failure in direction y-** 2238 4262 53 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = av,seis (0-6 Ase,v futa) Vsteel > Vua Variables Ase,v [in.2] 0.23 Calculations Vsa,eq [lb] 9492 Results Vsa,eq [Ib] 9492 feta [psi] 100000 refer to ICC -ES ESR -3187 ACI 318-14 Table 17.3.1.1 aV,seis 0.700 (0.6 Ase,V luta) [Ib] 13560 4) steel 4) nonductile Vsa [Ib] Vua [Ib] 0.600 1.000 5695 2238 4.2 Pryout Strength (Bond Strength controls) ANa Vcp _'scpRANeo W ed,Na W cp,Na Nba J Vcp > Vua ANa see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) _ (2 CNa)2 ANaO ACI 318-14 Eq. (17.5.3.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) CNa = 10 da Tuncr ACI 318-14 Eq. (17.4.5.1d) 1100 1 W ec,Na = (1 + eN / 5 1.0 ACI 318-14 Eq. (17.4.5.3) CNa W ed,Na = 0.7 + 0.3 ( CNan) 5 1.0 ACI 318-14 Eq. (17.4.5.4b) W cp,Na = MAX(Ca,min CNa) 5 1.0 ACI 318-14 Eq. (17.4.5.5b) Cac Cac Nba = k a ' t k,c • aN,seis 1< da ' hef ACI 318-14 Eq. (17.4.5.2) Variables ^cp 1; k,c,uncr [psi] 2 2261 eo1,N [in.] ec2.N [in.] 0.000 0.000 Calculations CNa [in.] ANa [1n.2] 8.920 266.16 W ec1,Na W ec2,Na 1.000 1.000 Results Vcp [Ib] 4) concrete 10723 0.700 da [in.] het [in.] Gamin [in.] 0.625 Cac [in.] 4.000 7.202 ANaO [in.2] 318.25 W cp,Na 1.000 X.a 1.000 6.000 aN,seis W ed,Na 0.902 Nb. [Ib] 7109 0.750 T k,c [psi] 1207 4. seismic 4) nonductile 4) Vcp [Ib] Vua [Ib] 1.000 1.000 7506 2238 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers JWO Page: Project: Sub -Project 1 Pos. No.: Date: 6 Vault 28 update 17477 11/19/2017 4.3 Concrete edge failure in direction y- Vcb = (A cQ/ W ed,V W c,V W h,V W parallel,V Vb Vcb > Vua A. see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) z Avco = 4.5 Cal 1 W ec,v =(.1 + 2ev <_ 1.0 3Cat Wed,V =0.7+0.3(1 52 )<1.0 1.5Cat > W h.V 1.0 a Vb = (7 (de/0.2 ) A. a cal Variables cal [in.] 6.000 ca2 [in.] ecv [in.] ACI 318-14 Eq. (17.5.2.1a ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2a) W le [in.] k a 4.000 1.000 Calculations Ave [in.2] 144.00 162.00 Results Vcb [lb] (I) concrete 6088 0.700 0.000 da [in.] Avco [in.2] 0.625 W ec,V 1.000 c.V 1.000 ha [in.] fc [psi] 3000 W ed,V 8.000 W parallel,V 1.000 4) seismic 1.000 5 Combined tension and shear Toads RN Iv 0.617 0.525 RNV= +(1v<=1 1.000 W h,V 1.061 ynonductile 4t Vcb [lb] 1.000 4262 Utilization RN,v [%] Status 5/3 79 OK Vb [Ib] 6457 Vua [Ib] 2238 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us 1■■11`TI Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers JWO Page: 7 Project: Vault 28 update Sub -Project I Pos. No.: 17477 Date: 11/19/2017 6 Warnings The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The O factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). • Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non -yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by (00. • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us 1-111�TI Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E -Mail: Sitts & Hill Engineers JWO Page: Project: Sub -Project I Pos. No.: Date: 8 Vault 28 update 17477 11/19/2017 7 Installation data Anchor plate, steel: - Profile: - Hole diameter in the fixture: - Plate thickness (input): - Recommended plate thickness: - Drilling method: Hammer drilled Cleaning: Compressed air cleaning of 7.1 Recommended accessories Drilling Anchor type and diameter: HIT-HY 200 + HAS -R 316 SS 5/8 Installation torque: 720.001 in.lb Hole diameter in the base material: 0.750 in. Hole depth in the base material: 4.000 in. Minimum thickness of the base material: 5.500 in. the drilled hole according to instructions for use is required Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit Coordinates Anchor in. Anchor x y 1 0.000 0.000 c -x C+x • Compressed air with required accessories to blow from the bottom of the hole • Proper diameter wire brush C_y C+y 6.000 • Dispenser including cassette and mixer • Torque wrench 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concem solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the resultsorsuitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on- a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan SITTS & HILL ENGINEERS, INC. Professional Engineers and Planners 4815 Center Street, Tacoma, WA 98409 sittshill.com (253) 474-9449 FILE RESPONSES TO CORRECTION LETTER #1 RE: DEVELOPMENT Permit Application Number D18-0110 BOEING - VAULT 28 - 8123 E MARGINAL WAY S MAY 30, 2018 BUILDING REVIEW NOTES BRENT K. LESLIE, P.E. KATHY A. HARGRAVE, P.E. LARRY G. LINDELL, P.E. MICHAEL A. McEVILLY, P.L.S. WESLEY J. JONES, P.E. RECEIVED JUN 192018 TUKWILA PUBLIC WORKS Comment: 1. Provide documentation to specify special inspection requirements or what method of inspection shall be required for the alterations to the vault. (IBC Section 1704) Note: Contingent on response to these corrections, further plan review may request for additional corrections. Response: No structural alterations occur to the existing vault. Connections of the new prefabricated metal substation structure to the existing vault do occur in the form of epoxy bolts installed on top of the concrete vault and welding the prefabricated substation floor joists to existing vault steel beams. Notes for special inspection of epoxy bolts and welding have been added to Sheet C95B. Comment: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. Provide a technical report that verifies the battery house complies with International Fire Code Section 608 STATIONARY STORAGE BATTERY SYSTEMS. Response: The following information in pdf format has been provided by the manufacturer Eaton. Battery Rack Information, Certification Bill of Materials, SBS Spill Containment Systems, State Approved Drawings, Structural Calculation, STT Series —Tubular Flooded Batteries. Comment: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questionsree ardina these comments REVIEWED FOR CODE COMPLIANCE Response: APPROVED This symbol "C" and clouding identifies the current revision of the Boeing ma$teoig q ing. See revision block at bottom of drawing. JUL 1111 U L 0 1) Sheet C95- what does "C" pointing to the clouded area stand for? Comment: 2) Sheet C96- what does "A" pointing to the clouded area stand for? City of Tukwila BUILDING DIVISION Response: This symbol "A" and clouding identifies the current revision of the Boeing master grid drawing. See revision block at bottom of drawing. CORREC ION LTR# Civil, Structural and Survey 0 1 1 0 RECEVEED ©ri Y O Ti 4MIEL JUN 08 2018 :1 IRYVLY 11 CENTER P 4 Page 2 of 3 Comment: 3) Sheet CI04- what does "f pointing to the clouded area stand for? Response: This symbol "F" and clouding identifies the current revision of the Boeing master grid drawing. See revision block at bottom of drawing. Comment: 4) Sheet CI05- what does "B" pointing to the clouded area stand for? Response: This symbol "B" and clouding identifies the current revision of the Boeing master grid drawing. See revision block at bottom of drawing. Comment: 5) Sheet C95 refers to Detail 1/C95/S569 and sheet C104 refers to Detail 1/C 104/S569, however sheet S569 was missing in your submittal, Response: Though the reference Detail 1/C95/S569 is located within the clouded area, it is from a previous completed revision and is not part of this scope of work. We have lightened this reference by screening the text and dashed line associated with S569. We are not allowed to remove this from the Boeing Master drawing. Detail 1/C104/S569 is not included in the Revision F scope of work. We have lightened this reference by screening the text and dashed line associated with S569. We are not allowed to remove this from the Boeing Master drawing. Comment: 6) Sheet C95AR- what is the amount of cu yds of washed rock to be removed? Response: 6.15 cubic yards Comment: 7) Are there any erosion/sediment control measurers required for this project associated with site grading and paving? If yes, please show on plan. Response: The work is located within a concrete containment curb. We don't anticipate sediment being an issue. Regardless, we have revised sheet C95B to include Erosion and Pollution Prevention notes, Stockpile notes and Plastic Covering notes to respond to this concern. Comment: 8) Provide cost estimate for any site work associated with this project, erosion/sediment control, paving, etc.in order to establish Public Works permit fee. Response: A construction estimate for site improvements is attached. Page, 3 of 3 Should you have further questions or concerns regarding the above responses, please feel free to give me a call. Sincerely, SITTS : -ILL E)t' I RS„ INC. ay Jghso PLA, ASLA Projedt, a r ager Phone: 253.474.9449 Email: rayj@sittshill.com File: 17477/permits/2018-05-24 RESPONSES TO REVIEW COMMENTS.docx STRUCTURAL CALCULATIONS OBJECTIVE: To verify that a equipment enclosure for Boeing complies with the structural requirements of the 2015 International Building Code. The equipment enclosure is manufactured by Eaton's Omaha Power Center (EOPC Project 'Number P3616) and is to be sited at the 13 Yard Substation in Tukwila, Washington. M.ETTIODOLOGY: Structural calculations were prepared based upon the specified requirements. Loading parameters used in this evaluation are as .follows. ASCE 7-10 Oceupancy Category 3 Floor Live Load, 125 psf Roof Live Load, 30 psf Wind Velocity, V ..115 mph Exposure Category C Ground Snow Load, pg = 20 psf Exposure Category of Roof, C, = 1.1 Thermal Factor, ct = 1.o Seismic Maximum Short Period Speetral .Response Acceleration, Ss = 1.512 Seismic Maximum 1 -Second Period Spectral Response Acceleration, S1 = 0.575 Seismic Site Class D Acceleration -Based Site Coefficient, F = 1.0 Velocity -Based Site Coefficient, F„, = 1.5 Seismic Design Category D CONCLUSIONS: 'late equipment enclosure complies with the specified structural requirements with the incorporat ion of the reemnrneudations arising :ftom this evaluation. EVALUATED BY: Michael C.. Stiercrmann, P.E. 221 County Road 427 Bonnols Mill, 1140 65016 Washington P.E.License II 37264 Expiration Date 03/04/2019 DATE COMPLETED: August 20, 2017 STRUCTURAL CALCULATIONS Boeing 13 Yard Substation Tukwila, Washington Outdoor Electrical Equipment Enclosure EOPC Project Number P3616 Prepared By: Michael C. Stiefermann, P.E, 221 County Road 427 Bonnots Mill, MO 65016 573-897-2530 Revision 0 08/20/20 7 CONTENTS: References Page 1 Materials Page 1 Overall Dimensions, Weight, and Center of Gravity Page I Design Loadings Page 2 Support Reactions Page 5 Anchorage Design Page 10 Base Design..,.. Page 11 Roof Design Page 14 Wall Design Page 19 Diaphragm Design Page 22 Seismic Component Anchoring Page 26 APPENDICF,g: Appendix A — Mantilitettirer's Drawings Appendix 13 Component Anchoring Detail • 4 14. f$7264.;,91.1,p 5,) • NAL 40.!/ .D I STRUCTURAL CALCULATIONS EATON OMAHA POWER CENTER PROJECT NUMBER: P3616 REFERENCES: 1. Washington State Building Code, 2016 Revision 2. International Building Code (IBC), 2015 Revision 3. ASCE "Minimum Design Loads for Buildings and Other Structures", Std. 7-2010 4. AISI "North American Specification for the Design of Cold -Formed Steel Structural Members", Std. S100-2012 5, RISC "Specification for Structural Steel Buildings", Std. 360-2010 6. SEAW "Snow Load Analysis for Washington", Second Edition, 07/1995 PER 2015 INTERNATIONAL BUILDING CODE OCCUPANCY CLASSIFICATION: GROUP S••2 CONSTRUCTION: f YPE 1€-13 OCCUPANCY CATEGORY: €II MATERIALS: BASE: Structural Steel, ASTM A36 F3,/, := 36.ksi Fut, := St4 ksi 1 t, = 29000. ksi Yx:= 490.pcf Gt, 11200-ksi WALLS & ROOF: CFSS, ASTM A1011 Fy,s := 30.ksi F„,:= 4<3•ksi E„ := 29500ksi lty := 0.30 Gfi := 11300•ksi WELDS: E70XX 1301..TS: SAE Gracie 6, ASTM Al149 BOLTS; SAF. Grade 1, AM'M A307 1: := 7O•Icsi 0./5.8 1.0•ksi ta,f•„ t; -: 60.75 ksi 4/!'`,3c,5 : Q.GS •'17.i}•ksi tifF„,.s = 30.55 ksi 0.75.40.5•ksi 4F„t1 30.375 ksi S}I'nvt : 0.65•24.0•ksi tittzu,,t 15.6 ksi EQUIPMENT ENCLOSURE WEIGHT & talfilrl:NS1ONS: Length: Depth: Height: Weight: X4,: 80.25•in Y.,:= 180 itt '/,,,:. 140•in W„: 12.8.14 Xe". 0.57•X„ Ytt;:= 0.55•Y„ In 0.50.Z„ P3616.xmcd Page 1 of 27 0/20/2011.7, DESIGN LOADINGS: FLOOR LOAD: WALL LOAD: ROOF LOAD: Dead: Dead: Prd 18.psr pmt 12.psf Dead: prd 12. psf WIND LOAD: Per ASCE 7-10 Occupancy Category = 3 V := 115.inpl) K.,:= 0.85 Live: Live: pa 125 psi roe, := 100. plf Pi 30.psf := 0,85 Exposure = C :=10 0:= 0,85 GCpi 0.18 tb. 0.00256.1(.2: V2. 251- qz = 24.461 psi' inph Roof Slope ?.deg Primary System Walls: Roof: Component Parts Interior Zone: End Zone: Roof: Interior Len(: End Zone: Corner Zone; Cp„:= 1.3 C - I 3 GCp := 1,0.0,9 CiCp := -1,1.0.9 -1 4.0 9 GC, ;t, 0.3 Cep -1.0 1.8 aCp -2.8 Ppy :" 0•Cpw ci.,:G•Cpr pcsvp qz.(Gep GC) pcso rie(GCp GCp) pcwt qz..(GCt, GCpi) (12. (Gel, Pcfc ((ICI) - (;(1:1)1) Ppw = 27 Psr pp, -27 psi' pc„p 26 psf Pcrei -29Psf Pow -35 Ps I 12 psi' = -29 psi Prre = -48 Psr p,,, 73 ps r P3616.xmcd Page 2 of 27 8/20/2017 SNOW LOAD: Per ASCE 7-10 pt, := 20•p0' Is := 1.10 Occupancy Category - 3 Exposure = C CC := 1.1 C 1:= 1.0 I)r: max(O.7•Ce Ct'fs pg,tzain(pg,20•psf)•0 O.13•p. y :- rein + 14•pcf,30•pcf') ft SSP if(pt•> 30•psf,0.2)0) Balanced Conditions: Unbalanced Conditions: C, *:= 1.0 max(prtaps) pr = 22 psf y = 16.6 pcf SSP = 0 Ps := Cs'Pr p� = 30 psf Y W:= - W=7.5ft 2 pt 22psf 2 1 1„:= max (W.20•ft) Itd 0.43.34-1,41 10• psi •ft3TO' 4— 1.5 ft l S = 8.144 tan(Roaf_Slape) psn 1„ = 20 ft h 1,2326. iiFifyv for ie0..2 pit 0•psf return p if Roof Slope < 2.38, deg return p if' Itcnf_Slopa> :30.2•dcg ltt} (x dsu:� Hain] --•h,0/S,11 3 1 Psu Gt:tRJE:o..Fi AND Full) IN, f 6.6 22 psi. X7.164,, 1)5u1 1)su7 M 29.161 psf` d,u=7,5it LA crioN GOD P3616.xmcd Page 3 of 27 8/20/2017 SEISMIC LOAD: Per ASCE 7-10 Occupancy Category = 3 P3616. xrncd 1.2 Ss 1.512 Si := 0,575 SMS 2 SDS SMS Sol SDS := Fv•SI 2 Sot 3 1.25 Site Class D F8:= 1.0 Ey := 1.5 Sms = 1.512 Sm = 0.863 Sos = 1.008 Sol = 0,575 T„ := .r, = 0.57 To = 0.114 Seismic Design Category = D RS(T) := Sos 0.4 0.6• T -0) Sos if T> To Sf)1 — if T T For light -framed walls sheathed with steel sheets: R:= 6,5 0„:= 3 0.2. Si's ay = 0.202 Qe•sos.I0 R, = 0.58 DESIGN RESPONSE SPECTRUM r.41 cri g 0.8 0.6 <1.) Aft 0 0.4 (X: ."-Z1 (1) 0.2 (Yr' N MTh 11'.1 0 0.5 Prod, 1 (seconds) Page 4 of 27 1.5 2 8/20/2017 ESTIMATE SUPPORT REACTIONS: Wind Forces: Ppr XU }'o Seismic Forces: := SSF%ppX,,•Y‘, 1'si, := (NY, •t VJs nh rs :_ (w„ mesas := W„.31,•Z,g +YS'nii Z.n SUPPORT COORDINATES: SCX 0 tt 4t:;Y •in (180/ '--2.71ikip F„.1,x 4.73 kip Mwntc .T 331.1 l kip•ita 1'.vl,y - 2.109 kip Mtivo,y = 147.62kip•in W, = 0 kip Fo, = '7.444 kip 1<',v=2.56 kip Ment = 521.056 kip. in ANO P3616.xmcd Page 5 of 27 8/20/2017 NSX :-: Icnl th(SCX) NSY := length(SCC) NS NSX.NSY SCA :- TW TW for i e 0 ..NSX 1 for j c U., NSY .n 1 ri+INSX,O E-- SCXI r. NSX,1 SCY) r SC X'1 :- tiSCX0 SCX'NSX+1 :- 2.X„ �- SCXNSX-I SCY'0 :- -SCY0 SCY'NSY r I '- .2•Y0 - SCYNSY_ t i :- I .. NSX5C`.X"i := SCXI I I :'- I..NSY SCY'I:. SCYI^ I for i € O., NSX - 1 for JGO,.NSY -.1 SCX'I.2 - SC:X"I r P36'16.xnncd Ei+,1 NSX,0 2 SCY'. - SCY'. j3.2 a ri-i1°NSX,1 <..- 2 40 90" 40.25 90 40 90 40.25 90i in SCA. 76 0 74 0 6 11311 \74 180, int 1:= (1 NS -- (IAI TW.TW Y 1,1 XD.Y, ZdA = 1 SDA Page 6 of 27 8120/2017 SDA' SDA SDA(» SDA t := niin(SDA. 0,SDA1 1) r { := ( {t� {a) { . i (1) { ) :_ 0.. 1 Ax SCA SUA' Ay :- SCA SDA' xi := `SDA'{') EAx{t) E Ay( 1) yi ; SDA'' Axx'(°) : (xP .Ax) Syi `) . iA•SC;A{ ycp xs := sign(Xct - x I) { (t:= SCA ( . (1), Ayy9 :- 5,,{1) Ayr{1} A r(i) � - g +Ayy,f1) (dA•SCA{1)5 ys := sign(Y,;a - y1) cxi xs = 1 ky:= 1 {t) SCA A{J) .._ kx . 1. la kyAxx'{� + kx•`Ay{i? Ax` {1�'ky J„. ex : (X,;s — x + xs•X& 5%) ey :_ (Ycg yl -t- ys•Y„.5%) 1/„.[ NS + (v - yo).Sx1(t) + ()co - x0).Syi(1) j =(2.3 3,4 3.0 4,1)kip 01,2 := Wo [dA + (Y14' .-. {J){I)~ ,,,,„)•:,x11 (.i,: — xc:t)•S yi DL21 (2.3 3.4 3.0 4.1)kip DLz = (2.3 3A 3.0 4.J ) kip (01.7:SCA(0)1 D1.7, r, 12.8 kip �w! '4'S'„ - 12.8 kip Gin Xg=45.242in 115.742 ui ys=1 c YJ( :- Ay'(i)•kx. e` = 9.75510 10 na. = 18 in i7i.11 :T 1 DL21' := 1 DL1 •DI..1 V + LTL2• D1.21' (1)1.7.• ( 1)1 Yui 99 in DL I F 1 1)1.2P 99 in P3616.xmcd Page 7 of 27 13/20/017 SJtG(°) := -DLz SRz(i)-/pn1,Xp,V,•clA SRz -p,,Xfl•Y „•d A (3) (0) f4) Sei( SRz(5) . - dA SJL•r.-..:Mwotx'Syl SRz •-Ms,,oty,.. �vv' 0) �7) {f>) �8} Sli:z{f .=-M„t•Syi{ S1tz =-1v15i1t Sxi SR2 = -,tvDI z + 11'e dA} ((1) " (0) SRx{a} :.... F SDA ((1) ;= I'sti" SDA 1 ey cyJ�i) SRx = P e c 1t t) - whit' {� - sh" x y SDA(0) '�-' SDA i ' SDA(1) 5.1, cy.cx/SDA(i) { (1) SRY why �L !):~« SLy ex 'SDA{1} SD/N(1) SRx{ := D1.24SRy(= i7Lz-0 SRx (0 0 0 1183 0 0 1.535 0.177 0" 0 0 0 1.183 1) 0 1.535 0.177 0 0 0 0 1183 0 0 2.187 --0.177 0 \0 0 0 1183 0 0 2.187 -0.177 0/ SRz = i 0..8 S1Lx.:_ kip SRy (0 0 0 0 0.527 0 0123 1.794 CO 0 0 0 0 0.527 0 -0.123 1.928 0 0 0 0 0 0.527 0 0.123 1.794 0 LO 0 0 0 0.527 0 -0.1.23 1.928 0) f -2.34 -3.125 -0.75 2.435 0.41 0.676 3.831 1,447 -0,472" -3.42 -3.145 --0.755 -2.435 0.41 0.68 -3.831 1.447 -0,69 -2,98 -3,125 -0,75 2.435 -0.41 0,676 3.831 -1.447 -0.601 \-4,06 -3.145 -0.755 --2.435 -0,41 0.68 --3,831 -1.447 -0.819/ {i) SRx SS1tx1 =- (0 0 0 4.73 0 0 7.444 0 0 )1c€p 3S1ty1:- SRy{ SSRy1 - (0 0 (1 0 2.109 () 0 7.144 0) tdp SSRz1. - SR» SSR .1 (-12.8 -12.539 -3.009 0 0 2311 0 0 -2.58) kip P3616.xmcd Page 6 of 27 6/20/2017 Calculate Load Combinations; ULC :_ 11 0 0 t) 0 0 0 0 1 1 .1 0 0 0 0 0 1 1 1 ,6 0 0 0 0 1 1 1 0 .6 0 0 0 1 1 1 -',G 0 0 0 0 1 1 1 0 -.6 0 0 0 1 1 1 0 0 0 .7 .2 1 1 1 0 0 0 .2 .7 1 1 1 0 0 0 -.7 .2 1 1 1 (1 0 0 -.2 .7 1 1 1 0 0 0 .7 -.2 1 I 1 0 0 0 .2 -.7 1 1 1 0 0 0 -.7 -.2 1 1 1 0 0 0 -,2 .-.7 .6 0 0 .6 0 .6 0 0 .6 0 0 0 .6 .6 0 0 .6 0 0 --.6 0 .6 0 0 .6 0 0 0 -.6 .6 0 0 ,6 0 0 0 0 0 .7 .2 -.7 >6 0 0 0 0 0 .2 .7 7 .6 0 0 0 0 0 -.7 .2 -.7 .6 0 0 0 0 0 -.-.2 ,7 --.7 .6 () 0 0 0 0 .7 .2 _.7 .6 0 0 0 0 0 .2 -,7 .7 .6 0 0 0 0 0 -3 --.2 .7 k.(i () 0 0 0 0 -.2 -.1 -.7 1,4 0 0 0 0 0 0 0 0 1.2 1,6 0.5 0 0 0 0 €I 0 1.2 1 1.6 0 0 0 0 0 0 1.2 0 1.6 .5 0 0 0 0 0 0 1.2 0 1,6 0 .5 0 0 0 0 0 1.2 0 1.6 -.5 0 0 0 0 0 0 1.2 0 1.6 0 -.5 0 0 0 0 0 1.2 0,5 0.5 1 0 0 0 0 0 0 1.2 0,5 0.5 0 1 0 0 0 0 .7 1.2 0.5 0.5 -1 0 0 0 0 0 .7 1,2 0.5 0,5 0•-. 10 0 0 0 .7 1.2 0.5 0.2 0 0 0 1 .3 1 .7 1,2 0.5 0,2 0 0 0 .3 1 1 .7 1.2 (3.5 0,2 0 0 0- 1 .3 1 7 1,2 0.5 0,2 0 0 0 .3 1 1. .7 PLC : 1.2 0.5 0.2 0 0 0 I -.3 1 .7 1.2 0.5 0.2 0 0 0 .3 _1 1 0 1.2 0.5 0.2 0 0 0•-1 --.3 1 0 1.2 0.5 0.2 0 0 0 -.3 -1 1 0.9 0 0 1 0 1 0 0 0 0.9 0 0 0 1 1 0 0 0 0.9 0 0 -1 0 1 0 0 0 0.9 0 0 0 -1 1 0 0 0 0.9 0 0 0 0 0 1 .3 -1 0,9 0 0 0 0 0 .3 1 --1 0,9 0 (1 0 0 0 •-1 .3 -1 0.9 0 0 0 0 0 -3 1 -1 0.9 0 0 0 0 0 1 --3 -1 0.9 0 0 €1 0 0 ,3 -1 0.9 0 (3 0 0 0 _1 --.3 ...1 0.9 0 0 0 0 0 -.3 -1 USltx :r, UGC-SRx1 US1(y :=- 1.11..0: Sfty1 USlti: 1.1LC Sltz1 FSItx := 1 l.0 S1tx1 I,SIty ;= P1.(:: S1ty1 FSItz P .C,•Sftz1 nmx(f SRa) = 2.24 kip max( FSIV) = 1.965 kip max(FS1tl) 2.632kip -2.24 kip miri(€SRy) = --1.965 kip inin(i~SR7) = --11.63 kip P3616. xrncd Page 9of27 ANCHORAGE DESIGN: Maximum Anchor Loads: Put = €nax(0.kip ,inax(VS1iz)) Vtt,t max(€nax(FSttx), V„y :- rnax(max(FSRy),-€niki(FSRty)) Vu :- n €€x(4FSRx2 + F.SRy2) Put = 2.632 kip Vttx • . 2.24 kip Vuy = 1.965 kip V„ = 2.347 kip Size Anchor Welds: 3 d,:= —•€€t L := 1.S=in t't,ti,.=70ks€ 16 ,ty2 = 2.979 kip 2 2 2 V„„!= Vux •} vuy '} pur VS15Y ¢V„ 0,75.0,707 clts•f,,,.'O.6•F,,,Y on 6.264 kip — = 0.635 Use 3/16” fillet welds by 1,5" long near each fitting lug location (4 places total), Adequate steel embedrnents into the concrete foundation to weld the base to are assumed. Design of the steel embedment is by others. OK Size Anchor Bolts: dr,. 1,0,m t'aPnr, 0.2•(1.65 th' ASc 0.97432 A„:= '�vurt = 12.648 kip Asp = 0.606 ins -• �jct m 0.136 OK 41r1'„1, 4,56/ kip t'tti W (1,576 Ort "._ ., put....-. 0,16'2 Ott ti ti3Vn€s +1,FE, zSirr..° 4 l' U:;e '1.0” Diameter AS'I M A36 or A307 embedded nnctior bolts near each lifting lug location ('1 places total). Anchor bolt embedment and edge distance are assumed to be sufficient to achieve the full capacity of the anchor bolt, Design of anchor wedges, anchor ball embedment, and edge reinforcement, if needed, to establish pullout, breakout, and pryout strength is by others. Anchor wedges shall be welded to the enclosure base channel. P3616.xmcd Page 10 of 27 8/20/2017 BASE DESIGN: The base is evaluated for "as -installed" conditions only. Means and methods of construction are not evaluated. The base is evaluated for support by a concrete pad foundation. For C8X1'1,5: . A := 3,371112 d := 8.in 1w := 0.220,in tr= 0390,in 1 4 32.5. in S, ;=. 8.14.in3 Z„. :.=. 9.63.1'13 ' 1 •=, 131.in r, ' .,,,,, 0 623.in ' -- - ' J := 0,130.1114 C„ :...: 16.5406 fis S, 0.756 in 0.60.(1.1„,•Fyb E1, Li := 1.95 Fyb := d tr 7.61 in Mp c r. 1.072 2 41.flt F„ — • 2 •• Os/ Mp if Lb..< Lp Fer.S, if Lb > Li (Lb — \ \ Li —Lf,/ Mp (Mp Mr). L 1• 76.r • 1,• (0.7.1:0 SK -11, Eb J•c J , 2 1,1) 0.078. — M, 0,74tyb,S, r„ Eb Fyb otherwise 0,90 cliV„ 4).V, 4i1s4 := Nip := +Mu Mn 26,001 hip. ft (11M, - 15.385161).0 04„ 25.676kip'ft Lp = 2,593 0 1, 10,422 (?V„ 34,214 kip Investigate thtlionttly Loaded Beam With Simple Supports -Wbs 1, Y„ TW 2 TVec(pfd 1)11) Tw,(1.2. phi 3S4•F,1,•1, 2 Mu •- 8 6= 0.576 in 6 240.— DR = 0,768 OK M, 1\4 „= 20,775 --- = 0,809 OK 4i1\4„ P3616,xmcd Page 11 of 27 8120/2017 1E) For CGX6.2: A := 2.39.in2 4, := 13.1.41.4 .1 0,0736•in4 r1$ r1s = 0.643 in d :: 6, in tw:= 0,200 -in S� := 4.35•in3 Z„ := 5.16.in3 C„:= 4.70' in 1€, :- d t{ 11 = 5.657 in c = L081 tr: 0.341in ty:- 0,687'in4 V„ 0.60•d't„'.i:yh L,. 1.95• rt,, := 12•in Fb !•c 0.7.17y v Ss. /I MA, := Zx 1'y€, Y" 0.536•in f0.7•Fyh Sx'h0N2 Et, ,c 2, f it t"sh:I•c L1) Fir ;_ —T 1 't- 0,078,-- — ivir:= 0.7.1°y1, S) Lb' ' `rrs1 its Mr, if 1.,h 5 Lr, Fcr•S, if Lb > :Lr Lb- Lp Mp-(Mp- Mr) ['otherwiseLr"- � 4,Mp = 13.932 kip, ft 1.,, = 2.231 41 4, :- 0.90 V, := +Mrs' 4)'Mtf MTr 41. Mr +M„:T Mn 4)Mr = 8.221 kip•ft 4M„ r. 13.932 kip. ft Lr = 10.184 ft ,V}3 = 23.328 kip Investigate Uniformly loaded I3eatr€ With Simple Supports 4..: Whs '1'W :.: 4•in 1. - i'sO in tai 'T'W,(pr P11) 8. 0.047 in u,„ TW,(1 2,ptxt -r- 1,6,p0 ray,• L2 M,, := 4 = 3.4881(1p•11 :i4 in 1)R : 240.,... DR -- (3.142 t:11( M„ = 11.25 OK P3616.Xrncci Page 12 of 2.7 13120/2017 IO For L2X2X1/4: 0.346.in4 8, 0.244,in3 (litsti„ := 0.90.8„To4M= 0.659kip•II Investigate Uniformly Loaded Beam With Simple Supports L= 3.5,0 TV/ 12.in TW'(Pr41- 4 = 0.048in DR := 240,-8 DR 0275 OK 384.1%.1, TW -(1.2.p 2 M„ M„ 0,339kip,t1 0.515 OK 8 Check 7 Ga Floor Plate: 1 3 2 t 0,18, in 1:= S= S 2.- Z:= 12 4 Investigate Uniformly Loaded Beam Fixed at Both Ends 4 8 := 12.in p := NI :- DR := 360.— DR = 0.104 OK 384-lie1 p,:= 1.210 + 1.6 -pa P3616.xmcd (04,:= 0.90,Z•Fy, - 0.08 OK +1\4„ Page 13 of 27 8/20/2017 ROOF DESIGN: Determine Controlling Load Combination for Roof ( turd 0 Pr 0 P:= 0 Pcrc 0 0 �Prd'av) Investigate Roof Plate Calculate Section Properties UPC:~ ULC'P FPC:= FLC'1' Pry,:= nmx(UPC) Pum:= max(FPC) Prp = 43,693 psi' putp = 62.4-psf Prn:= -min(UPC) Punt :_-inin(FPC) pr„ = 21.86psf Pam = 37.633 psf 0.120•in it= 12 3 1., := 4 •t2 41M, := 0.9•2-Fys Investigate Uniformly Loaded Beam Fixed at Both Ends L := 40•in 4 P • E'Ys k Pr I> :=-(t•''s t 0.6'Pcrc) p„:= 1,2-1.y, + 1.it•p (0,941, + Pet„) o 3 4jR •I DR, ;-= 60.— DR = 0.571 OK s 4 S p L OR := 60.1' DR = 0,395 OK 3114.Es.1 1. Mt 1") �'1rr thivlt, 0.513 OK - 0.419 tlrlt!I r, Check 1 enslle Coot le(:tk n to Roof Rilz:; for Wind Uplift: 3 '11, : 40•in (11,: - --•in Fi Pu 09.t.y "F perc) sy, •t 2 A),:= i1 (11i fir OK tYltrti �1`iisi `1`(t: TW'xtr•pu — . 0.113 OK PP3616.xmcd Page 94 of 27 8/2012017 Check Capacity and Deflection for Tapered Channels t := 0.075•in L:= Yr, TW:= 40.in dl :- 5.28•111 0 := Roof Slope (Y d2 -d1 L d2 :-- dl + tatz(0)• - 2,25•in d2 w 16.054 in t1(x) := d2 - 2 -- %, 2 t2 i L 2 Compute the Effective Width of the Compression Flange = 0:075 in w:- 1.875•in -- 2.1 k:= 0.43 2 x .E (t\2 1t.• ._ f> = 1 - 0.22) 1 p = 0.691 12•�I _ 1tS 2) tY, ref X 1:,.,. = 21.673 ksi = 1.177 bd.:= if(?%. 0.673,1,17)•w b,,t• = 1.192 in b . 2.(ber + 2•t) Compute the Effective Areas of Web 1 t1„.:=2•€ w:= d2 41:- 1 k:= 4 4 2.(I + 41)3 + 2•(1 -t- W) k = 24 x � 2 17 - It x, t" X p 0.22 1 = = 0,955 it • 7 W X. � Xf 12.1 - p,2) / 1'cr = 55.861 ksi = 0.733 be := if 26, s 0.673,1, p)•w b, = 15.331 in be b, t)1:= 1,2:= 131 3•I yi 1+ty b, b 1 = 3.833 in b2 = 3.833 in 51 + 52 = 7.665 in 2 = 7.665 in 1(x) := I •[b•d(x)3 - (b - t,,,)'(d(x) - 2.O S(x) := 2 C() 4M„(x) := 0.9.11yeS(x) 12 d(x) investigate Negative Loading Conditions: to :- TW -p„, .. 1\4(x) /t. dx Es 1(x) 0 (1) = 72.865 plf Ax :- M(x)•s dx 01 := A -_ IAx 6,.1(x) 1.. ur x M(x) :_x) , -x M(x) dx • 0 0(x) dx 0 -0 01=:1.+;8:;x10 x::: root(0(x),x3 x = 90 in y(x) :=: 0.t17"tin i tt :== 240' . 1)P = {1.103 ' 13tti 1, tnr, _ 125.4421)1f n := 10 i 0., 1 .. n x. r1 Mu(x) : 2 (1, x) _... r.. >\ ltd„ 0.245 ivi,�t := IVL(xii tttttx \+KM P3(510.xmcd Page 15 of 2.7 8/20/2017 11.11 Investigate Positive Loading Conditions: 4 too, c!t = 245.645 ptf 1':- o„.11V I" = 333.333 Ibf (1)•x P•x l L Lv M(x):--- -.(t. x) -I — - t>. x_.v All x — 2 2 %, 2 2, 1. 1. t, 2 2 A:= M(x) ctx t M(.) dx AK :- M(x).x clx i t s•1(x) Es•i(x) Q 1.. 2 01 : m A- Ax 01 .- 7,H4 x 10- 3 L 0(x) := 01 - M(x) dx 1ss 1(x) 0 •x Y(x):= J 0(x)clx 0 x ;- x :-- aoot(0(x) , x) x = 90 in y(x)0.294 in DR :=240E Yx) DR = 0.392 O1 !!a„ :- pt,s''1`VJ i.0 wd, w„ = 368 pi F I'„ 1.6,6)„.TW P u. 533.333 Ibf tr L I, Mo(x) zx(t. x) 4-t2x-P„�x- '(1' x- . := i:- 0t..n x.:= L.— ! !t Chock Capacity raft Hoof to Wail Connection: r„ 1,56 kip 3 u 2 tit in NI, := :3 t1#,: t dlr, C . 3.0 nil ;= 0.75 _t 0.1110" (0.50 Fos t;= 0.1'20 •it! o:- 1.00 €it ..;. 1.633 t,1, 0.Y0 k.0.07S , X0,75✓ +ht, ;=~ 0.60 V - Initt('1: •A 4/ .((,i)•1 e, .(tit 1;'„,•d .1) !#V iii23:111;1 ('. V„1, �' �! tial•i,� li u;�r C1 !' b rt nlr' PO TAI - 0,302 OK 4i V„if P3616.xrncd Page 16 at 27 r.s!#1t,'[)..Ct13 CM! Ij Check Capacity of Roof to Roof Connection at Ridgeline: Check Tensile Capacity of insulation Barrier iPoly' L2 1.6'oce'L NMI' .2i M„ :- max + , 8 4 8 9t„ d— 2 P„ = 5.868 kip C := 3.0 tnr•:= 0.75 71 F db : 3 • in Nb 2.3 Ab := —'db2 OS = 1,633 4t, := 0.70 tbb:= 0.60 8 zi t'ys (Hibit 0,120 /2.00 0.9375 . „ ) I ! .:7--.( r ‘,2.50) in e' := it€ 0.075 •ti e:- jj 0.875 +V„b:= mi€1( t1'nvt•Alr 'ti(t,e)'t'sts>(l'bb'C'nit•1`„s•tlt; t) 4'Vub = 1.723 kip 1'u 0.5• Pct -- 0.568 OK 11r„ga := urerl't -'= 0.905 in OK 4 VIII, N!> 0,9.17 .1 •TW M„ '7 7.85 kip. ft 17 db: —.in n sb:= 2.5•in t, t1 e: el e': G'1 32 P"xr:= 0.75.0.6•P„s[..e •1• e + sb• Nb — 1 — —.di, •t P— t' _ 0.523 OK 2 f 2 +P€eer investigate Elastic Moment Capacity of Tie Plates (lb := 3 •in 8 "ri ” 3.5 Sbx :'= • nl t: (0.180' 0.075, sby := 5. in (0.75 '' (in a :— 2.00 hip := 11.5•in it 2 Ab := 4 db 'in —s = 1.633 +b := 0,70 4'bb := 0.60 PYs C := 3.0 Inrr:= 0.75 } ) 4t��ut, '' nliil 4'1`I'vt'�b,4'€e'Et'n)'1't's,S;l�€,'( tT1s'1''ri di)"t 4'Vnb = 1.723 kip Ss €t:= 6 Lty hip 13„ €,'Mug) 0.9 Smp'Fri' 2 1;x 4)Mnt4,- 17.854 kip, Sby, 0 Shy 0 P3616.xrncd Page 17 of 27 8/20/2017 • 0 E030.131 x = 0.35 in + y[Bo.(By _))2] r := ma4B,113, x)21 Jo '2 2 ) Check Fastener Spacing for Double Channel Roof Trusses: L 3 db := —.in Ab := 2 T, $17„trAb 8 4 TW 51.in q := max(PuT,Purn).TW.3 = 795,6 pHs y = 84.7 in2 r = 6,161 in 3.948 kip. ft 3.3551dp 2 Id d2svf d 4 = 10.667 in g d wr:= (1,875 - 0,120) -in m :-; 2 3 2.g.T,‘1 . MON • \ 6 in. q sac( = 30in s„t 18.in — = 06 OK saw P3616,xmcci Page 18 of 27 8120/2017, WALL DESIGN: Investigate Wali Plate Calculate Section Properties t := 0.120,in 1: - •13 12 Investigate Uniformly Loaded Beam Fixed at Both Ends 4 1 t2 01,:= 0.9.2.1=yq 4 L 40•in 8 := 381 1 DR:. 60.1.. 0.345 OK 2 1)111, Mll 11.336 OKPu -ifcwc 111„ 12 411Aii Investigate Wall Elements Calculate Section Properties for Exterior Wall Panel Compute the Effective Width of the Exterior Skin When in Compression t := 0.120• in w:= 36• in k := 4 n21s 2 1'cr k' 2' VI 1'21 FCf = 1.185 ksi XSys 0.22" 1 0.19 p i1- -' p= Cr / %=5.032 be ifOs, _<0.673,1,p}.w be=6.&42in. Exterior Skin: d0 t Web: d0 b0 be -t' 2-i y0 := 2 d1 4.12 1n -- 2•t b1 :.. 2.1 y1 c10 •t 2 Iratt rior Flange: C12 ;- t A: - h•d A := >..rA 1 t12 b2 :- 2o 01 ilu y2 : d + d t 4- tpd3 Ay .~ A y 12 ' cl =4 17 in 161:= 71 i A•}2 '' _Ay i.45lin A = 2.021 i1i_.A y 1 1.799 in 1 2 1--`1.793 ib S:= . t �1-y = 1.54 in P3616.xmcd Page 19 of 27 8/20/2017 is Investigate Uniformly Loaded Beam -Column With Simple Supports L := 119•in `I'W := 40•in 4 c ;- '1'W•0,6•I�,;,y4, ti 5(1),L DR := 240.-8 40.S DR 0.164 OK 384b') L o„L2 ou := TW'Petvp Mu Pu 1= itur Pu = 3.027 kip 8 ( 2 1 rt •1:5 Fy,b7 [�:= I.0 t.'- e:= he=0,784 fir,:= if GS 1.5,0.658;'1/4:, 0.8771' • ys r J 44)P„:= 0.85•A•F, 4.44:= 0.9,11r•S P' 0.076 OK —” .t, h" 11343 OK (1)1"11 'i4 +M„ Calculate Section Properties for Exterior Wall Panel Compute the Effective Width of the Interior Flange When in Compression t: 0,120•in w:= 1•itt k:= 0.43 It t 12 F.,. 2) (Nv 12k1 1ta I'cr = 165.094 ksi R. = 0,426 be = if (X, 0.673,1,p).w be = 1 in do Exterior Skin: d0 ;= t b0:= 36•in y0 := 2 ( 0.22 1 X 7, d Web: dt :- 4.I'?. in 2,1 1)1:- 24 yi d0+ Inleriar Hange: (12 : t b2 2•b„ Y2 A: b•cl d;:::\ -y -t(1 A:- >„tA 1 A 1) 413 t ::. ....:...:: Ay:= A -y l'2 4 = 4.1.2 in to :::: l ..4. A.y cls 2 A A 5.491 i n2 y .- r1 y 0.574 i44 y2 t 7.288 int 1,152in 1 4 y S 3 P3616.xmcd Page 20 of 27 8/20/2017 investigate Uniformly Loaded Beam -Column With Simple Supports L= 119 in '1'W = 40 in 5.0).0 6 :- 384. E,, OW"2 Mt,- DR :- 240• DR = 0,144 OK I., U •"• Uf 1'„ = 3.027 kip r 7. 2 s s _ c Q.877 K : .1.0 I•, :_ X,, :- Y 2 c = 1.049 I�„ .- if X,s 5 1.5, 0.65 8 , ' t'y,s (KeL 2 Ift, 2 �r P 4.1)„:= 0.8S,A•F„ 4M:�, 0.9.Pys•S „ 0.034 OK L, + Mtt = 0,346 OK 4M„ Check Capacity of Wall to Base Connection: P3616.xmcd '1'W :- 36•in db:= in sb,v:= 10•in Yo - 0.9.11.V. n•p,„d 2 sbb:= 12•in Ab :_ Eib2 - Q,S in 'TW - °Sin 1 bw:= round( TW sbty Ni,y:= round \ "'bb iThwpt,) (0.11 (1,50 Ftts 1 :=in e:=) •in — = 1,633 Q, I 0.75 py 0,469kip b 3•in Nb,v=4 Nbb=3 030 C 3,0 mi.:- 035 S 4 , :_ 0.60 4,\int, nikn(+F„vrA ,4tt; (t-i)-1''„„4ti C.;,nfr1'„ss'EIb•r b•(t t)2 (it 2.5 iit 2 �f��nlr i 411'„:.- Q.90. Z.tr' Ea3, dir„1, „i, i. ,tiin(4'1'n,1•Ab, Ytl'a) + [,ub - 0.618 kip �” .- 0.068 OK ,:.:..... ,- 0,253 OK tG�ttii lybty Crttb'Nbb Page 21 of 27 1.723 kip +pt, w 0.618kip 8/20/2017 DIAPHRAGM DESIGN: (La oral Load Resistance) ROOF: X :- Yi, Z .- Zu 13 := 36•iin Y:=X„ X 1511 Y=6.687 ft 12 psf Pwd = 12 psf Z Pew 2 titer (Pr,i'Y + p rZ f SSF•pi"Y)'s1, (157.671 Ibf 128.084 fl Mt,( X V{,r 2 Vs,r Check Diaphragm Chord: A:= 0.24,1112 Z = 11.667 it SSF.pr = O psi' pp, = 27.029 psf 2 tour X Mud Mud 8 P:te (1.183 kip 0.961 4P8:= 0.85•A•Py, Pim = V„r (0.177 fur = Y Ver (0.141 Pte= 0.108\ 4.1',, 0,088) Check Capacity of Panel to Panel Connection: 3 n Fus sb 20• in db := • in t : 0.1204n fib ,4b2 = 1.633 411,t:;”: 0.60 8 _ 4 y, OK f 0.66.3 kip \0.539 kip ft C :- 3.0 int := 0.75 0asb /0,171) \In '' titin(4)1'avi,A1„41l,t,•U•nn11.17u4.db.t) +V1,, W 1,72:3 kip — (:)K SINuy k.0.139 Check Capacity of Roof to Wall C onriectiort: tY•- 10,ii) d3,:- 3 7( 2 Fus t : 0,120•in Aly:-= -- •db — ::: 1,03 070 8 4 1 „5 C :- 3.0i} 0.75 tittti(4i1•lro:i'' 1i fbb"0.1111.. 1?t,ti•dbj t) Check Required Effective Diagonal Width: 0.12•in b Vr1j(l321 0.9. Fys,t Y P3616.xmcd Page 22 of 27 411 V„, 1_/23 kip OK 0.4 b = ( :OK `0,325 j 8/20!2017 Check Shear Capacity 0 a B h P3616,xmcd • Roof Panel: 36ia h . ISOin 5 34 s 1,4,00 + h 2 := 0 95 • h • t • \13) 0.60•F if it < ys t Py, 0,904•Eeky h 2 / 2 > I ,5J• 0,60• Es•kv.Py, otherwis(. Be k, FY5 t=0,12in k 137,5 Page 23 of 27 . 33.442 kip Vat (0.035 , \O.029) OK 8/20/2017 WALLS: N,,,:= 2 13 := 36.in Z 0 \fowl := 1?lvsr �• 'ail vsnv = 0.272 kip Check Edge Stiffener (Diaphragm Chord): Jnr + Vow (197.089 } N,•13 °st:v'^ 205,477 ptf 1.183 0.961 Yu ` 1`)111v'% kip (2.299\ p" T \2.397) kip Calculate Section Properties Compute the Effective Width of the Exterior Skin When in Compression t:= 0,120•in w:- 13 k:= 4 2 F„: !t• (t)2 yz p ; t 0.22 1 A W 17.19 } 214r 3'cr ( X ) X l2� 1s� F„= 1.185k;;i ?s =5.032 bt,:-= if(?,.S 0.673,1,p).W b.,-6.842in be d0 Exterior Skin: d0 := t b :_ —— 0 2 y 2 ' di Web: d} := 4.12•in - 2•t b1 := t y1 := d0 + 2 Interior Flange: d2 := t A b -d := yd A, A bz := 1,004in A = 0,9961112 2 4 1 111— A•y 1 2.368in Investigate Column With Simple Supports '2.299 L := Z tC := 1.0 1'u \2.397 kip d2 yz:= ds+d1-}• Ay: 'Ay Ay A. y = I,477in r := / l r - 1.542 hi A P361axrcd Page 24 of 27 8/20/2017 2 n r 0,922 := 0.85.A.F„ := if 2 0.877 / Pli 0.12 OK ti)P( „ 0,1351 Check Capacity of Panel to Panel Connection: 3 fl 2Fos. 16.in ch, —•in t 0.120,in Ab = 1.633 (lit, := 030 8 4 Pys, C := 3.0 Mr := 0.75 o„„,s4 /0.153 \ inii)(4)1%,) Ab bb, C. inr lz„s•db•t) 4iV., 1,723 kip OK Vo ,(1.159/ Check Capacity of Wall to Base Connection: it 2 Fus s 12.in (lb —3 , in t 0.120 -in At,:- 1.633 (1)1, := 0.70 8 4 Pys 3.0 'lir:. 0.75 u„,,,,sh /0.114 \ A1, 4.C.luf 1.1)V11,, = I .723 ki p OK \0.119j Check Required Effective Diagonal Width: Vtiw Vur + :-r +1 b 2 090'F,,5•t.N j ,I3) Check Shear Capacity Of Wall Panel: := Z 11 B 140 in h r. 36 in 0,12 in l0.733) in OK 0.68 if 5.34 — 1,4.00 + ,5.34 V„ 095h'1' 4,00 2/ \ 2 h h) h k, () 60.1,ys if - - 0,904,11,, It h > 1.51, (02 0,604 kv. y„ otherwise 5404 itV„ .7. 6.8 1 kip /0,087 Utny'13 OK. , 0.09. P3616.xmcd Page 25 of 27 8/20/2t)47(; A14.1 I :11..1,1 SEISMIC COMPONENT ANCHORING For electrical equipment constructed of sheet metal framing and supported at grade: 1 1.5 ap := 2.5 f a il)ti :- max 0.4, 12 0.3 1l} I, t = 0.45 SDs • Ip 6.0 a,•1 � 0.2•Sr)s a, 0.202 E For battery racks constructed of high deformability materials and supported at grade: il, - 1.5 giP • 1.0 / ,l 111),:= uulx 0.4.— lip ,0.3 � p = 0.45 "0.454' ,s0,454 •= Iti, : Evaluate Battery Rack Anchoring: 1 :. 1 j := Upper Batteries Lower Batteries Battery Rack E(W,Z) ZW W = 912.1 Ibf ab,,W Nib WO 12•28.8,1b1 WI :. 12,28.8,11)1' W2 := 220,9,1bf W := Zo 6,30.in 39.37,in + 0.5•14,in Z := 6.30'n 0.5.14,111 Z2 := 0,6,62.6,in 7 34.093 in N1, := 2'2 Db 14,13.in ab,,WZ,W-(0.9 - a) ma ,0,1bf 0.5,Nb•Db - Nti V„ . 103,43211)f = 339,872 Ibi Evaluate Minimum Capacity of Deck Plate: y = 30 ksi := 12 -in - . I 2 V„ "C„,, . 0.29 OK +T +116 = '27 ksi t, = 0.18 in b := 6,1,1) (339,872 ) 1b1 Mt, +176,8 (.1}114„ 0,875 kip, in M„ - (0,85) M„ +Mt, (0.971) OK SUMMARY: The anchoring connectionn for the battery rack shah all comprised of 3M-16 UNC SAE Gracie 5 bolts, drilled and tapped into the floor deck. NAV P3616.xmcd Page 27 of 27 8120/2017 ESTIMATE OF PROBABLE CONSTRUCTION COSTS FILE: DATE: ESTIMATE BY: STATUS: JOB No.: PROJECT: Plant 2 -Vault 28 October 31, 2017 R. Johnson 100% 17,477 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET TACOMA, WA 98409 PHONE: 253-474-9449 FAX: 253-474-0153 Plant 2 Vault 28 Switchgear Civ I Improvements -Boeing #33362 21h ESCR!1.7 EARTHWORK Earthwork for Conc. Pavement Stockpile and restore gravel surfacing PAVING AND SURFACING $500.00 $700.00 Concrete pavement and sub -base course - 6" depth SITE IMPROVEMENTS . • • , Paint exist. post and fittings. Install vinyl fence fabric. ........„ . '' Emergency Exit Bars at existing C.L. man gates STRUCTURAL Install penetration at top of vault • ' ' ' . r .z • Battery House connections to top of vault $500.00 .. • • . . • • • • . . • • • ""."SUB -TOTAL: (LFIIS.-page):.!?, TO: FROM: DATE: SUBJECT: MEMORANDUM Richard Takechi Rachelle Ripley August 14, 2019 Permit Number D18-0110 iv Please credit $5883.04 (five thousand eight hundred eighty-three dollars and four cents) for a credit card transaction made on April 19, 2018. The permit has been canceled. Please provide the refund as follows: Account R000.322.100.00.00: $ Account R000.322.900.04.00: $ Thank you! $5,602.90 $280.14 Total: $ $5,883.04 Kandace Nichols From: Rachelle Ripley Sent: Thursday, August 8, 2019 9:06 AM To: Kandace Nichols; Bill Rambo Subject: FW: D18-0110 Refund Request Good morning, Can one of you please process this for Building Official consideration? Thank you, Rachelle Ripley Permit Coordinator City of Tukwila 206-433-7165 Rachelle.Ripley u(�TukwilaWA.gov ( http://www.TukwilaWA.gov From: Probst (US), Martin R <Martin.R.Probst@boeing.com> Sent: Friday, August 2, 2019 1:56 PM To: Rachelle Ripley <Rachelle.Ripley@TukwilaWA.gov> Subject: D18-0110 Refund Request Rachelle, D18-0110 expired with no inspections or activity. I would like to request consideration for a refund. A new permit application has been submitted under D19-025 and is currently under review. Thank you, Martin Probst CODE COMPLIANCE & PERMITTING FACILITIES AND ASSET MANAGEMENT SUPPLY CHAIN AND OPERATIONS ENTERPRISE SERVICES Phone: 206-852-4985, Fax: 253-657-4659 Email: martin.r.probst c(Dboeinq.com Schedule: 5/40. 6:30am-3:OOpm. Request for Refu d L Approved for full refund / yApproved for t� % refund of " :c(s) r— Denied (provide explanation) Signature nitialsIfr7 n f NOTICE: This communication may contain proprietary or other confidential information. If you are not the intended recipient, or believe that you have received this communication in error, please do not print, copy, retransmit, disseminate, or otherwise use the information. Also, please indicate to the sender that you have received this e-mail in error, and delete the copy you received. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 11 l � DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $12,267.99 D18-0110 Address: 8123 E MARGINAL WAY S COMPLEX Apn: 3324049002 $12,267.99 Credit Card Fee $357.32 Credit Card Fee R000.369.908.00.00 0.00 $357.32 DEVELOPMENT $11,560.49 PERMIT FEE R000.322.100.00.00 0.00 $7,003.63 PLAN CHECK FEE R000.345.830.00.00 0.00 $4,552.36 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $350.18 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R14291 0.00 $350.18 $12,267.99 Date Paid: Thursday, April 19, 2018 Paid By: MARTIN R PROBST Pay Method: CREDIT CARD 072950 Printed: Wednesday, August 14, 2019 11:07 AM 1 of 1 CPR/SYSTEMS 5/31/2019 / City of Tukwila Department of Community Development MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE: Permit No. D18-0110 BOEING - VAULT 28 8123 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/5/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/5/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Kandace Nichols Permit Technician File No: D18-0110 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 21, 2018 Martin Probst Boeing Company PO Box 3707 M/S 46-208 Seattle, WA 98124 RE: Request for Extension #1 Permit Number D18-0110 Dear Mr. Probst, This letter is in response to your written request for an extension to Permit D18-0110. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through July 5, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D18-0110 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Monday, December 10, 2018 GG-GG-PCTA-180308 City of Tukwila Dept. of Community Development Attn: Jerry Hight 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188-2544 Subject: Dear Mr. Hight; Permit Extension Request Project#. D18-0110 Project Description: Vault 28 The Boeing Company RECEIVED CITY OF TUKWILA DEC 10 ` 2018 PERMIT CENTER Per our records we show that Permit# D18-0110 expires on 1/5/2018. This permit is for Boeing's Vault 28 project. The project is ongoing. The construction manager has requested that I ask for an extension. Per Section 105 of the International Building Code "[A] 105.5 Expiration. Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The building official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated." Would you please grant The Boeing Company an extension of 180 days for this project? You have my appreciation in advance of your consideration on this matter. Best Regards, Martin R. Probst Code Compliance & Permitting The Boeing Company PO Box 3707: Mail Stop 46-208 Seattle, WA 98124 206-852-4985 Author (MRP) Request for Extension # Current I. )iration Date: , J — 9 Extension- .equest: Approv J for Li -0 Deniec , provide explanation; ( days Signature/Initials 12/2/2018 City of Tukwila Department of Community Development MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE: Permit No. D18-0110 BOEING - VAULT 28 8123 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/5/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/5/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, l�ache(le Ripley' Permit Technician \, File No: D18-0110 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Powering Business Worldwide June 7, 2018 Casne Engineering, Inc. Suite 205 10604 NE 38th PI Kirkland, WA 98033 Eaton Corporation 13205 SE 30th Street, Suite 101 Bellevue, WA 98005-4415 RichardHTurner@eaton. com Phone: 206-948-6936 Attention: Steven Garrett Reference: Application D18-0110 — City of Tukwila Review Comments Correction Letter No. 1 Subject: Eaton Response Dear Steven: Eaton already supplied two battery houses to Boeing, both in the City of Tukwila. One was installed at the Thompson Site; the latest was installed across E Marginal Way S at the Military Delivery Center. Those two were approved by the State of Washington & are currently in service. The battery house we propose for Plant 2 will be similar in construction. Stationary batteries will be installed in a separate equipment room, accessible only to authorized personnel. Following is a summary of the battery system installed within the battery house: Quantity Description 48 Batteries, tubular flooded, 2V, 550 AH cell, with safety venting caps, catalog STT2V490. Each battery contains 2.1 gallons, for a total of 100.1 gallons. 2 Seismic rack, two step, catalog EQ-SGX2-23H 2 Spill containment system, with high density polyethylene pans & fourteen neutralizing pillows, catalog SC92-28P14 1 Hydrogen gas detector, catalog SBS -H2 Following are descriptions of the items listed above. CORRECTION b o o RECEIVED © CITY O TUKIII9CLA JUN 082010 CENFii In addition to those components, the battery house will include the following: Quantity Description 1 Exhaust roof ventilator, fourteen inch propeller diameter, 1/6 HP motor. 1 Backdraft damper, fifteen inch by fifteen inch size 1 Heat pump, R -410A refrigerant, 16500 BTUH heating capacity, 17100 BTUH cooling capacity 3 Danger sign, ten inch by seven inch, with the words below: "This Building Contains a Battery System, Corrosive Liquids (Electrolyte), Energized Electrical Circuits & Hydrogen Gas. Authorized Personnel Only. Eye Protection Required. No Smoking or Open Flames." 1 Photoelectric smoke detector, model 9120F, 120 Vac, 9 Vdc battery backup. I hope this information answers all questions in the correction letter & satisfies the requirements in Section 608 of the 2015 IFC — Stationary Storage Battery Systems. Very truly yours, t 4 1, 2 �1 May 09, 2018 l 1 City of Tukwila Department of Community Development MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0110 BOEING - VAULT 28 - 8123 E MARGINAL WAY S Dear MARTIN PROBST, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must 6e addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide documentation to specify special inspection requirements or what method of inspection shall be required for the alterations to the vault. (IBC Section 1704) Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Provide a technical report that verifies the battery house complies with International Fire Code Section 608 STATIONARY STORAGE BATTERY SYSTEMS. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Sheet C95- what does "C" pointing to the clouded area stand for? 2) Sheet C96- what does "A" pointing to the clouded area stand for? 3) Sheet C104- what does "f' pointing to the clouded area stand for? 4) Sheet C105- what does "B" pointing to the clouded area stand for? 5) Sheet C95 refers to Detail 1/C95/S569 and sheet C104 refers to Detail 1/C104/S569, however sheet S569 was missing in your submittal. 6) Sheet C95AR- what is the amount of cu yds of washed rock to be removed? 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7) Are there any erosion/sediment control measurers required for this project associated with site grading and paving? If yes, please show on plan. 8) Provide cost estimate for any site work associated with this project, erosion/sediment control, paving, etc.in order to establish Public Works permit fee. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, �:a P `tel Bill Rambo Permit Technician File No. D18-0110 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0110 DATE: 06/08/18 PROJECT NAME: BOEING - VAULT 28 SITE ADDRESS: 8123 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: N,\ MU ter Building Division s M Public Works M1 k Awc (19-):7'r b Fire Prevention r Structural n Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 06/12/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/10/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 =PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0110 DATE: 04/23/18 PROJECT NAME: BOEING - VAULT 28 SITE ADDRESS: 8123 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: COrtg—S—I'4 Building Division ill Public Works A,A C64— Fire Prevention Structural Yi3 Al 41:)-1 0 Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/24/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/22/18 Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: El REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 5-9—(6 Departments issued corrections: Bldg Fire' Ping ❑ PW, Staff Initials: 12/18/2013 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: lhttp://www.TukwilaWA,kov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 6.-/e /2,(4f- ❑ Response to Incomplete Letter # Plan Check/Perniit Number: D18-0110 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Boeing — Vault 28 Project Address: 8123 E Marginal Way S Contact Person: ,M4,- 1 - it Pr c S 51' Phone Number: 24%. e -2 - 44' 5>,-- Summary 5-- Summary of Revision: n 7"n• f tiov7 r Jn'j �ocwilie,1ri �.N0� (/Rr't j'i1� io'i o 114 e Sy.,,,"4ats a.1dfrtw f Jh/IC/-s (1- -� dos r ebt7m. S%te 61.0 k 045 RECEIVED CITY OF TUKWILA JUN 082018 Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: ZI--Entered in TRAKiT on C' 'Users'bill-rDcsktop\Revision Submittal Form dec Itesised. August 2015 PERMIT CENTER BOEING COMPANY, THE Horne Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Page 1 of 9 Search L&I A -Z Index Help My L & t Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-1596 312-544-2535 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/18/2019 Active. Meets current requirements. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 7/9/2018 BOEING COMPANY, THE Bond FEDERAL INS CO Bond account no. 81312466 $12,000.00 Received by L&I Effective date 01/14/2002 01/01/2002 Expiration date Until Canceled Insurance Ace American Insurance Company Policy no. HDOG27870442 $10,000,000.00 Received by L&I Effective date 10/06/2017 10/01/2017 Expiration date 10/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&l Account ID 700,216-00 Doing business as BOEING COMPANY THE Estimated workers reported N/A L&I account contact (360)902-4817 Track this contractor Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 04/18/2018 Inspection no. 317948497 Location Park Avenue, Bldg 41.2. Renton, WA 98055 No violations Page 2 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 7/9/2018 LOCATION IN REGION ISSAQUAH PROJECT SITE AI' ' AN PLANT 2 VICINITY MAP DUWAMISH WATERWAY 2-4I 2-40 2-44 2-49 2-51 2-64 2-65 2-63 u 2-45 GATE B-18 SITE ACCESS 2-55 0 • 2-66 3 2- 2-85 VAULT 28 PROJECT SITE 2-126 ri° PROJECT SUMMARY DESCRIPTION OF WORK: REMOVE AND REPLACE 26KV SWITCHGEAR IN VAULT 28. INSTALL NEW BATTERY HOUSE ON EXISTING CABLE GALLERY VAULT LID WEST OF NEW 26KV SWITCHGEAR SITE ADDRESS: 7755 EAST MARGINAL WAY SOUTH OWNER: THE BOEING COMPANY FACILITIES SERVICES - SHARED SERVICES GROUP P.O. BOX 3707, M/C 46-88 SEATTLE, WASHINGTON 98124-2207 JUL0 2t9 SEPARATE PERMIT REQUIRED FOR: t echanical LU Electrical GlitIumbing tit' " . • City.»T EVOLDTIG ATTENTION: JOHN MURDOCH PERMIT ADMINISTRATOR (253) 740-0214 REVISIONS No changes shall be made to the scoop of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PROJECT CODES 1. 2015 INTERNATIONAL BUILDING CODE (IBC) 2. 2015 WASHINGTON STATE ENERGY CODE, COMMERCIAL PROVISIONS. 3. 2017 NATIONAL ELECTRIC CODE (NEC) PLANNING APPROVED . No changes can be madeto those plans without approval from the Planning Division of DCC Approved By: Gale Date: t -V1).`}.., 1�.>;, SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 http:llwww.sitts-hill-englneers.coml Project No.: 17,477 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: KLK JUL 0 2614 FILE COPY Perrot pj®. l g- o f l o Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: „7/744, Date: 7/ / 2, is) City of Tukwila BUILDING DIVISION IN SET DRAWING # SHEET # DRAWING TITLE REV DATE GENERAL • 2 -YD -GO GO COVER SHEET - 04.04.18 CIVIL (MASTERS) • 2 -YD -C95 C95 12 SITE PLAN C 04.04.18 • 2 -YD -C96 C96 ✓ SITE PLAN A 04.04.18 • 2 -YD -C104 C104 ✓ SITE PLAN F 04.04.18 • 2 -YD -C105 C105 L/ SITE PLAN B 04.04.18 CIVIL (ORIGINALS) • 2-YD-CXX1R C95AR '' ENLARGED SITE PLAN - REMOVAL - 04.04.18 • 2-YD-CXX1 C95A v ENLARGED SITE PLAN - 04.04.18 • 2-YD-05XXX C95B MISC. NOTES, SECTIONS AND DETAILS - 04.04.18 STRUCTURAL • 2 83-S450 S450 0 CABLE GALLERY PLANS B 04.04.18 • { 2.83-S500 S500 v MISCELLANEOUS DETAILS B 04.04.18 , ELECTRICAL 2-YD-V28E4R V28E4R VAULT 28 26KV ONE -LINE DIAGRAM - REMOVAL E 04.04.18 2-YD-V28E4AR V28E4AR ONE LINE DIAGRAM - REMOVAL D 04.04.18 2-YD7V28E4BR. V28E4BR VAULT 28 480V ONE LINE DIAGRAM - REMOVAL G 04.04:18 2-YD-V28E500R V28E500R VAULT 28 EQUIPMENT PLAN - REMOVAL C 04.04.18 2-YD-V28E501R V28E501R VAULT 28 POWER PLAN - REMOVAL C 04.04.18 2-YD-V28E502R V28E502R VAULT 28 LIGHTING & 208Y/120V POWER PLAN - REMOVAL D 04.04.18 2-YD-V28E503R V28E503R VAULT 28 GROUNDING PLAN - REMOVAL C 04.04.18 2-YD-V28E508R V28E508R CABLE GALLERY DETAILS B 04.04.18 2-YD-V10E4CR V10E4CR VAULT 10 480V ONE -LINE DIAGRAM G 04.04.18 2-YD-V10E51OR V10E51OR VAULT 10 EQUIPMENT PLANC 04.04.18 2-YD-V28E4 V28E4 VAULT 28 26KV ONE -LINE DIAGRAMREVIEWED FOR CODE COMPLIAI�cF 04.04.18 2-V28-E4A V28E4A ONE LINE DIAGRAM APPROVED D 04.04.18 2-YD-V28E4B V28E4B VAULT 28 480V ONE LINE DIAGRAM JUL 0 6 2018 I G 04.04.18 2-YD-V28E500 V28E500 VAULT 28 EQUIPMENT PLAN �l C 04.04.18 2-YD-V28E501 V28E501 VAULT 28 POWER PLAN o� Tuk+nriila BUILDING DIVISION C 04.04.18 2-YD-V28E502 V28E502 VAULT 28 LIGHTING & 208Y/120V POWER PLAN D 04.04.18 2-YD-V28E503 V28E503 VAULT 28 GROUNDING PLAN C 04.04.18 M 2-YD-V28E503a V28E503a GROUNDING DETAILS A 04.04.18 2-YD-V28E506 V28E506 VAULT 28 26.4KV SWITCHGEAR PANELS - OBSOLETE A 04.04.18 2-YD-V28E508 V28E508 CABLE GALLERY DETAILS B 04.04.18 2-YD-V28E515 V28E515 VAULT 28 LIGHT FIXTURE SCHEDULE D 04.04.18 2-YD-V28E516 V28E516 VAULT 28 26.4KV SWITCHGEAR ELEVATION - BUS 1 - 04.04.18 2-YD-V28E517 V28E517 VAULT 28 26.4KV SWITCHGEAR ELEVATION - BUS 2 - 04.04.18 2-YD-V28E518 V28E518 VAULT 28 26.4KV SWITCHGEAR ELEVATION - BUS 3 - 04.04.18 2-YD-V28E520 V28E520 BATTERY HOUSE ONE LINE AND PLAN VIEW - 04.04.18 2-YD-V28E523 V28E523 COMMUNICATION AND CONTROL - 04.04.18 2-YD-V10E4C V10E4C VAULT 10 EQUIPMENT PLAN G 04.04.18 RECEIVED CITY OF TUKWILA APR 92018 PERMIT CENTER SYN; rte. REVISION PLANT 2 VAULT 28 UPDATE W4928456 BY CASNE APPROVED CEC DATE 04.04.18 SYM REVISION BY APPROVED DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. GARRETT CHECKED C. CLUTE ENGINEER S. GARRETT CHECKED C. CLUTE APPROVED APPROVED DATE 08.17.17 08.17.17 08.17.17 08.17.17 SUBTITLE TITLE GENERAL COVER SHEET PLANT 2 VAULT 28 UPDATE PLANT 2 RECEIVED SPR Z 3 ZU18 TUKWILA PUBLIC WORKS PLANT 2, WA. CURRENT REVISION SYMBOL W4928456 DATE 04.04.18 SHEET GO JOB NO. W4928456 COMP NO. DWG NO. 2—YD—GO MATCH LINE - CONTINUATION SEE SHEET C87 JORGENSEN STEEL N 0 0 s. O� REVISION APPROVED DRAWING OF RECORD REDRAWN SITE REDEVELOPMENT AS BUILT J#972179 10196979 J#586456-02 HGI/DED o� it REVISION 1.08.01 — PLANT 2 — PHASE 3 RECORD DRAWING 04.29.10 02.20.13 PLANT 2 — VAULT 28 UPDATE B INCORP DRAWING PLANT 2 — PHASE 3 W2548729 CEI EO 11.22.13 01.23.15 46 • -6 • ri II ri . . L W2548729 W4928456 r•1 o� � C C C O O O 0 O O 0 PAINTED WALKWAY MATCH LINE - CONTINUATION SEE SHEET C104 APPROVED 12.02.16 04.04.18 1.1L452'2, 2-81 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 1 UTILIDOR- F 00 0 0 C95 C560 TYP. DTL. EMERGENCY GENERATOR & FUEL TANK (APL -026) G. SEO CHECKED S Franklin 01.21.98 01.26.98 �qo SUBTITLE D O 000000 El 1-o 0 PAINVJD WALKWAY I LI I I I 1 sot I LECE\D OSAN MH o CB O WMH t PIV 0 WV o WM FH • D PAIlsITED WALKWAY U IW w Lu z 0 z I 0 U I3 SITE PLAN 2 SANITARY SEWER MANHOLE CATCH BASIN WATER MANHOLE POST INDICATOR VALVE WATER VALVE WATER METER FIRE HYDRANT ELECTRICAL/TELEPHONE VAULT -\PAL \CTES EFRE\CE D AWI GS C0\ STUCTIO \ OYES 20 10 JUL 05 20 20 40 60 SCALE IN FEET REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 9 2013 PERMIT CENTER Or' DI1O CURRENT REVISION W4928456 SYMBOL DATE 04.04.18 APPROVED BY DEPT. DATE ENGINEER D. DORMIER CHECKED H Kaplick 01.26.98 02.16.98 APPROVED APPROVED 02.16.98 02.16.98 TITLE CIVIL MASTER PLANT 2 - VAULT 28 UPDATE PLANT 2 YARD PLANT 2 JOB NO. DWG NO. 972198 2 -YD -C95 COMP NO. 981403/CIVIL/C95.DWG AW/1 C87 C86 C85 C84 C83 C82 C81 C80 C96; C95 ; ........ 094 C93 C92 091 090 C89 C88 C105 C104 C103 C102 C101 C100 C99 C98 C97 C114 C113 C112 C111 C110 C109 C108 C107 C106 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 9 2013 PERMIT CENTER Or' DI1O CURRENT REVISION W4928456 SYMBOL DATE 04.04.18 APPROVED BY DEPT. DATE ENGINEER D. DORMIER CHECKED H Kaplick 01.26.98 02.16.98 APPROVED APPROVED 02.16.98 02.16.98 TITLE CIVIL MASTER PLANT 2 - VAULT 28 UPDATE PLANT 2 YARD PLANT 2 JOB NO. DWG NO. 972198 2 -YD -C95 COMP NO. 981403/CIVIL/C95.DWG AW/1 SYM REVISION BY APPROVED DATE SYM REVISION BY JUS, O. 2�D JORGENSEN STEEL MATCH LINE — CONTINUATION SEE SHEET 0105 APPROVED DATE DRAWING OF RECORD J#972198 HGI/DED 1.08.01 REDRAWN 10196079 RFM 04.28.10 INCORP RFM/DP 08.08.14 A PLANT 2 — VAULT 28 UPDATE W4928456 SUS BKL 04.04.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN T. ROSLING APPROVED BY DEPT. DATE CHECKED S. FRANKLIN ENGINEER D. DORMER HJK CHECKED AIC ROVED APPR RML OVED DATE 01.21.98 01.26.98 01.26.98 02.16.98 02.16.98 02.16.98 SUBTITLE SITE PLAN LEGE\� OSAN MH ❑ CB O WMH PIV WV ❑ WM FH . • GE\ SANITARY SEWER MANHOLE CATCH BASIN WATER MANHOLE POST INDICATOR VALVE WATER VALVE WATER METER FIRE HYDRANT ELECTRICAL/TELEPHONE VAULT AL OTES EFRE\CE D AWI \GS CO yuw. 'JUL 05.26'3. S-RUCTIO \OTES REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2018 City of Tukwila BUILDING DIVISION 20 10 0 RECEIVED CITY OF TUKWILA 'f 9 2018 PERMIT CENTER 20 40 60 SCALE IN FEET KEY PLAN SCALE : NONE vigsr 0 1 1 0 CURRENT REVISION SYMBOL W4928456 DATE 04.04.18 981403/CIVIL/C96. DWG TITLE CIVIL MASTER PLANT 2 - VAULT 28 UPDATE PLANT 2 YARD PLANT2, WA SHEET C96 JOB NO. 972198 COMP NO. M cri 6 0 c c co0 DWG NO. 2 -YD -C96 C87 C86 C85 C84 C83 C82 C81 080 C96; C95 C94 C93 C92 C91 C90 C89 C88 C105 C104 C103 C102 C101 C100 C99 C98 C97 C114 C113 C112 C111 C110 C109 C108 C107 C106 KEY PLAN SCALE : NONE vigsr 0 1 1 0 CURRENT REVISION SYMBOL W4928456 DATE 04.04.18 981403/CIVIL/C96. DWG TITLE CIVIL MASTER PLANT 2 - VAULT 28 UPDATE PLANT 2 YARD PLANT2, WA SHEET C96 JOB NO. 972198 COMP NO. M cri 6 0 c c co0 DWG NO. 2 -YD -C96 dOS ElElfflIftLIl • . . . C104 S569 C95A, C95AR 0 00/6. 0 0 MATCH LINE - CONTINUATION SEE SHEET C95 40/ Ift1 IEIIEI r C104 S568 0 1 C104 0 0 MINIMUM M w w w=I cn w z 0 z z 0 0 =I I 2 Fla TANK (AP -C. �► AIilk 1,11111 ., CI: IG0 f' 2-80 0000000000a00000000000 00000 000000000-0=000 C104 C631 2-83 0 TAN K 'Jut 0.s MO COORD. NORTH 195783.02 ..Nit... ......:C( GENERATOR TANK, 1 UTILIDOR- C104 C560 TYP. DTL. —• - ❑ 0 0 O 0 UTILIDOR- TYP. DTL. 0 0 C104 C560 FIf::.r`i, %...,i -I; O O 0 0 ° SYM REVISION BY APPROVED DATE SYM REVISION BY O 0 [1-11—.J _,L MATCH LINE - CONTINUATION SEE SHEET C113 u j Cl b JA__ APPROVED DATE D DRAWING OF RECORD A • 283/BTWT PROJECT J#972179 J#982191-00 HGI/DED HGI/LCC 1.08.01 E PLANT 2 - PHASE 3 8.31.01 PLANT 2 - PHASE 3 RECORD DRAWING B ADDED UNLOADING PAN & GUARD POSTS J#314487-00 C LSAF-CONTROL ROOM - RECORD DRAWING J#711975 12.23.02 PLANT 2 - VAULT 28 UPDATE W2548729 W2548729 01.23.15 12.02.16 W4928456 04.04.18 HGI/GGH D PACKAGE 1, BLDG 02-127 RECORD DRAWING J#586456-02 HGI 03.14.03 06.17.11 n 0 C� 0 lc v 0 4-- 000000000000 0 0 a • ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 1 UTILIDOR- C104 C560 NP. DTI - 2 -85 7 0 lElEl II II [HI II o0 00000000 COORD. NORTH 195366.04 DRAWN T. ROSLING DATE 12.15.98 CHAD S. FRANKLIN ENGINEER D. DORMIER HJK CHECKED W PROVED APPROVED 01.26.98 SUBTITLE 0 4Yt 0 0 o❑ I I r dOS ElElUUElElEl6�� MATCH LINE - CONTINUATION SEE SHEET C103 SITE PLAN LEGE\ J Q SAN MH O CB O WMH PIV 0 WV Er WM • FH o CO CE SANITARY SEWER MANHOLE CATCH BASIN WATER MANHOLE POST INDICATOR VALVE WATER VALVE WATER METER FIRE HYDRANT CLEAN OUT ELEC/TEL VAULT LIGHTING GE\RAL OTES FE;E\C DAWI\GS CO\ST�UCTIO\ \GTES 20 10 JUt O.0 201(3 20 40 60 SCALE IN FEET REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2018 • City of Tukwila BUILDING DIVISION PLANT COORD RECEIVED u CITY OF TUKWILA APR 1 2018 PERMIT CENTER olio CURRENT REVISION W4928456 SYMBOL DATE 04.04.18 01.26.98 02.16.98 02.16.98 02.16.98 TITLE CIVIL MASTER PLANT 2 - VAULT 28 UPDATE PLANT 2 YARD PLANT 2 SHEET C 104 JOB NO. 972198 COMP NO. DWG NO. 02 -YD -C 104 U:\ 12395.00\DRAWINGS\YARD\CIVIL\C 104. DWG CCLEVER: 06/17/11 12:53 C87 C86 C85 C84 C83 C82 C81 C80 C96 C95 C94 C93 C92 C91 C90 C89 C88 C105 ////////i :C104; C103 C102 C101 C100 C99 C98 C97 C114 C113 C112 C111 C110 C109 C108 C107 C106 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 6 2018 • City of Tukwila BUILDING DIVISION PLANT COORD RECEIVED u CITY OF TUKWILA APR 1 2018 PERMIT CENTER olio CURRENT REVISION W4928456 SYMBOL DATE 04.04.18 01.26.98 02.16.98 02.16.98 02.16.98 TITLE CIVIL MASTER PLANT 2 - VAULT 28 UPDATE PLANT 2 YARD PLANT 2 SHEET C 104 JOB NO. 972198 COMP NO. DWG NO. 02 -YD -C 104 U:\ 12395.00\DRAWINGS\YARD\CIVIL\C 104. DWG CCLEVER: 06/17/11 12:53 MATCH LINE - CONTINUATION SEE SHEET C96__ MEM, MONO JORGENSEN STEEL 0 0 O muvfuuuumi IIIIIIIIIII11II1I j_f� ty+via ' +' •K itii:0110 *4,0041%.,JUL 0.:x.2610 2-88 0 MATCH LINT-- CONTINUATION SEE SHEET C114 COORD. NORTH 195366.04 LEGE\D O SAN MH ❑ CB O WMH " PIV Do WV o WM • FH O CO C GE\ SANITARY SEWER MANHOLE CATCH BASIN WATER MANHOLE POST INDICATOR VALVE WATER VALVE WATER METER FIRE HYDRANT CLEAN OUT ELEC/TEL VAULT LIGHTING EAL OTES EFHE\ CE DAWI \GS CO '0''t1 2 . ti y V \S-RUCTIO\ \ OTES REVIEWED FOR CODE COMPLIANCE APPROVED JUL 062010 City of Tukwila BUILDING DIVISION 20 10 RECEIVED CITY OF TUKWILA APR'I 9 2013 PERMIT CENTER 20 40 60 SCALE IN FEET KEY PLAN VD( � REVISION APPROVED REVISION APPROVED DRAWING OF RECORD J#982179 PACKAGE 1, BLDG 02-127 RECORD DRAWING J#586456-02 HGI/DED 1.08.01 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 06.17.11 APPROVED BY DEPT. DATE INCORP RFM/DP 08.19.14 PLANT 2 - VAULT 28 UPATE W4928456 04.04.18 DRAWN T. ROSLING CHECKED S FRANKLIN ENGINEER D. DORMIER MWO CHECKED DATE 10.9.98 10.9.98 SUBTITLE SITE PLAN CURRENT REVISION W4928456 SYMBOL PLANT COORD DATE 04.04.18 10.9.98 02.16.98 TITLE PLANT 2 - VAULT 28 UPDATE APPROVED RML APPROVED 02.16.98 BUILDING 02-127 JOB NO. 02.16.98 CIVIL MASTER YARD PLANT2, WA DWG NO. 982179 02 -YD -C105 COMP NO. U:\ 12395.00\DRAWINGS\YARD\CIVIL\C-SK03. DWG 1 C87 C86 C85 C84 C83 C82 C81 C80 C96 C95 C94 C93 C92 C91 C90 C89 C88 %///////i ::C105 C104 C103 C102 C101 C100 C99 C98 C97 C114 C113 C112 C111 C110 C109 C108 C107 C106 KEY PLAN VD( � REVISION APPROVED REVISION APPROVED DRAWING OF RECORD J#982179 PACKAGE 1, BLDG 02-127 RECORD DRAWING J#586456-02 HGI/DED 1.08.01 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 06.17.11 APPROVED BY DEPT. DATE INCORP RFM/DP 08.19.14 PLANT 2 - VAULT 28 UPATE W4928456 04.04.18 DRAWN T. ROSLING CHECKED S FRANKLIN ENGINEER D. DORMIER MWO CHECKED DATE 10.9.98 10.9.98 SUBTITLE SITE PLAN CURRENT REVISION W4928456 SYMBOL PLANT COORD DATE 04.04.18 10.9.98 02.16.98 TITLE PLANT 2 - VAULT 28 UPDATE APPROVED RML APPROVED 02.16.98 BUILDING 02-127 JOB NO. 02.16.98 CIVIL MASTER YARD PLANT2, WA DWG NO. 982179 02 -YD -C105 COMP NO. U:\ 12395.00\DRAWINGS\YARD\CIVIL\C-SK03. 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APPROVED JUL 0 6 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 9 2013 PERMIT CENTER D%• DUD • GE\ EQUIPMENT TO BE REMOVED WASHED ROCK SURFACING TO BE REMOVED. SEE CONSTRUCTION NOTE 4, THIS SHEET RAL OTES CO STUCTIO\ \OTES REMOVE EXISTING 6' HIGH CHAIN LINK FENCE FABRIC FROM FENCE AND GATES. REMOVE EXISTING SWITCHGEAR ENCLOSURE. SEE ELECTRICAL. REMOVAL INCLUDES FLASHING AND CAULKING AT BASE OF SWITCHGEAR ENCLOSURE. EXISTING SWITCHGEAR VAULT REMOVE EXIST. WASHED ROCK SURFACING. STOCKPILE CLEAN WASHED ROCK FOR REUSE ON—SITE. EXCESS WASHED ROCK NOT USED FOR RESTORATION SHALL BE DISPOSED OFF—SITE. GS 0 5 10 ti i 20 30 • ISSUE FOR PERMIT APRIL 4, 2018 KEY PLAN SCALE : NONE SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 17,477 Project Mgr.: RJJ Pro j. Engineer: BKL Pro j. Drafter: KLK DRA N K. KREISCHER CHECKED R. JOHNSON ENGINEER R. JOHNSON CHECKED B. LESLIE DATE 08.14.17 08.14.17 SUBTITLE ENLARGED SITE PLAN - REMOVAL CURRENT REVISION W4928456 SYMBOL DATE 04.04.18 08.14.17 08.14.17 APPROVED APPROVED TITLE CIVIL PLANT 2 — VAULT 28 UPDATE PLANT 2 YARD PLANT 2 SHEET C95AR JOB NO. COMP NO. DWG NO. 981403/CNIL/C95.DWG AW/ 10.07.98 C87 C86 C85 C84 C83 C82 C81 C80 C9Z95 C94 C93 C92 C91 C90 C89 C88 C1 104 C103 C102 C101 C100 C99 C98 C97 C114 C113 C112 C111 C110 C109 C108 C107 C106 ISSUE FOR PERMIT APRIL 4, 2018 KEY PLAN SCALE : NONE SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 17,477 Project Mgr.: RJJ Pro j. Engineer: BKL Pro j. Drafter: KLK DRA N K. KREISCHER CHECKED R. JOHNSON ENGINEER R. JOHNSON CHECKED B. LESLIE DATE 08.14.17 08.14.17 SUBTITLE ENLARGED SITE PLAN - REMOVAL CURRENT REVISION W4928456 SYMBOL DATE 04.04.18 08.14.17 08.14.17 APPROVED APPROVED TITLE CIVIL PLANT 2 — VAULT 28 UPDATE PLANT 2 YARD PLANT 2 SHEET C95AR JOB NO. 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F.)11.1 r._......I. // \ \\ .. / ; // /\ V A / // / ,;,/ // \ \ i / / /%v v /�vy.-' // / �— /'N vy... •• /,/ v v r / / / / / vy // v v / / / // / \iq \\ / / \ / I'i; i / \ \ \ \ / / / / / / / / / / /\ \ / N / \ / \ / \ \ \ \ \ \ \ \ \/ \ / \ \ / \\ / / \ / \ \ / / \\ \ \ \ \, \ / \ \ N \. \ \ \. \ / \, V A N /\ \ N \ \ \ \ \ \ \ \ \ /\ \ \ \ / \ \ / \ \ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / >, / / / / • \\ / /\ / / /\ / \ / / \. / / / / / `/ / / \ \\ /\ / \\\// / \\/ / \v/ V / / \ \ \ \ \. / / / / // \ / :\ / / / / / ,ji�` , `� \ / ,/ ////\\ \ \ ///// / \ \ / / \ /\ i / V / / / /A ` / // • / , / \/ / \ / \ y j / / \\ / / > / \ /' / / \\ / // / / / / 2 5' 5' E\ q. GATE LAKED PAVI 1 f j..,i X X X X X X / \G A\] GA0I\G PLA\ ',UL 0 ;j 2 SCALE: 1 ”=10' REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE PLANT 2 — VAULT 28 UPDATE W4928456 SITTS BKL 04.04.18 Q� BOE/NGm 6' - i 1 C95, C96, C104, C1051Cxx1 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K. KREISCHER / / TA DATE 08.14.17 CHECKE' R. JOHNSON 08.14.17 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 062010 City of Tukwila BUILDING DIVISION LEGE\D X X X CHAIN LINK FENCE 44 d ,' GE CONCRETE PAVEMENT \EAL OTES 6' HIGH 9 GAUGE VINYL COATED CHAIN LINK FENCE FABRIC, FABRIC WIRE TIES, TOP AND BOTTOM TENSION WIRE AND VINYL SLATS. COLOR: BLACK STANDARD PANIC EXIT BAR KIT FOR CHAIN LINK PEDESTRIAN GATE AT INTERIOR SIDE OF GATE. MOUNT EXIT BAR 38" TO 42" ABOVE FINISH GRADE. EXIT DOOR HARDWARE AND ADJUSTABLE MOUNTING PLATE INCLUDING GUARD. HOOVER FENCE COMPANY OR APPROVED EQUAL. COLOR: BLACK INSTALL PER MANUFACTURERS RECOMMENDATIONS. BATTERY HOUSE, SEE ELECTRICAL. SWITCH GEAR ENCLOSURE, SEE ELECTRICAL. 5: ALL EXISTING GALVANIZED POSTS, RAILS AND HARDWARE SHALL BE PREPARED, CLEANED AND PRIMED PRIOR TO PAINTING. REMOVE ANY OXIDATION OR RUST. COATING SHALL BE FORMULATED TO BE INSTALLED ON GALVANIZED SURFACES. COLOR: BLACK 6 > 6" DEPTH CONCRETE PAVEMENT. SEE A/C95B. SLOPE TO PARKING LOT AT NO LESS THAN 1.0%. CO\STUCTIO\ \OTES MATCH TOP OF NEW PAVEMENT WITH TOP OF CONCRETE CURB AT FENCE OPENING. RESTORE WASH ROCK SURFACING WERE DISTURBED BY CONTRACTOR ACTIVITIES. EFFE\ CE NAWI\GS 0 5 10 20 30 III NI • t Ei SCALE: 1"=10' —0" RECEIVED CITY OF TUKWILA APR 1 9 2013 PERMIT CENTER t*YOUo ISSUE FOR PERMIT APRIL 4, 2018 SUBTITLE ENLARGED SITE PLAN SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL ■ SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 http:l/www.sItts-hill-engineers.com/ Project No.: 17,477 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: KLK CURRENT REVISION W4928456 SYMBOL DATE 04.04.18 APPROVED BY DEPT. DATE ENGINEER R. JOHNSON CHECKED B. LESLIE 08.14.17 08.14.17 APPROVED APPROVED TITLE CIVIL PLANT 2 - VAULT 28 UPDATE PLANT 2 YARD PLANT 2 SHEET C95A JOB NO. COMP NO. DWG NO. 2-YD-C95A 981403/CML/C95.DWG AW/ 10.07.98 C87 C86 C85 C84 C83 C82 C81 C80 C9 95 C94 C93 C92 C91 C90 C89 C88 C16/104 C103 C102 C101 C100 C99 C98 C97 C114 C113 C112 C111 C110 C109 C108 C107 C106 RECEIVED CITY OF TUKWILA APR 1 9 2013 PERMIT CENTER t*YOUo ISSUE FOR PERMIT APRIL 4, 2018 SUBTITLE ENLARGED SITE PLAN SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL ■ SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 http:l/www.sItts-hill-engineers.com/ Project No.: 17,477 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: KLK CURRENT REVISION W4928456 SYMBOL DATE 04.04.18 APPROVED BY DEPT. DATE ENGINEER R. JOHNSON CHECKED B. LESLIE 08.14.17 08.14.17 APPROVED APPROVED TITLE CIVIL PLANT 2 - VAULT 28 UPDATE PLANT 2 YARD PLANT 2 SHEET C95A JOB NO. COMP NO. DWG NO. 2-YD-C95A 981403/CML/C95.DWG AW/ 10.07.98 PLASTIC COVERING NOTES (AS REQUIRED) 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5(3). 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 -INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. STOCKPILE NOTES (AS REQUIRED) 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) AT ALL TIMES. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. DEMOLITION NOTES 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, ETC. AND DISPOSE OF AT AN APPROVED OFF-SITE LOCATION. 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS AND TEMPORARY CHAIN LINK FENCING TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 6.0 FEET HIGH. COORDINATE SAFETY AND SECURITY MEASURES WITH ADJACENT WORK. 3. DAMAGE TO ANY PROPERTY, INCLUDING BUT NOT LIMITED TO, BUILDINGS, UTILITIES, VEHICLES, FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE TO ORIGINAL LOCATION AND ELEVATION. 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR .OF OFF-SITE AND ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION TRAFFIC. SUBGRADE PREPARATION NOTES 1. ALL EXPOSED SUBGRADE SHALL BE PROOF ROLLED UNDER THE OBSERVATION OF THE OWNERS GEOTECHNICAL ENGINEER. ANY LOCALIZED ZONE OF YIELDING SUBGRADE SHALL BE OVEREXCAVATED 12"-24" (OR AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER) AND REPLACED WITH CRUSHED SURFACING BASE COURSE IN 6" LIFTS, COMPACTED TO 95% MAX. DENSITY. 2. AFTER PROOF ROLLING, THE SUBGRADE SHALL BE THOROUGHLY COMPACTED WITH A VIBRATORY ROLLER. THE ROLLER SHALL MAKE AT LEAST 6 PASSES. THE SUBGRADE SOIL SHALL HAVE ADEQUATE MOISTURE CONTENT AT TIME OF COMPACTION, (WITHIN 2% OF OPTIMUM). 3. WHERE SUBGRADE CANNOT BE FEASIBLY SUBJECTED TO A PROOF -ROLL, COMPACTION SHALL BE VERIFIED BY A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 2,000 SQUARE FEET, BUT IN NO CASE LESS THAN THREE (3) TESTS. IF ADDITIONAL COMPACTION IS REQUIRED, RE -TESTING OF SUBGRADE SHALL BE AT CONTRACTOR'S EXPENSE. 4. CRUSHED SURFACING TOP COURSE (CSBC) SHALL COMPLY WITH WSDOT STANDARD SPECIFICATION 9-03.9(3). 5. SUBMIT ONE COPY OF INSPECTION / TESTING AGENCY FIELD REPORTS AND COMPACTION RESULTS TO OWNER AND ENGINEER WITHIN TWO WEEKS OF FIELD OBSERVATION. 6. COORDINATE WITH OWNER FOR COMPACTION TESTING OF SUBGRADE FILLS AND SRUSHED ROCK BASE COURSE. TESTING TO BE PERFORMED BY OWNER'S GEOTECHNICAL ENGINEER. CONCRETE PAVEMENT NOTES 1. CONCRETE PAVEMENT CONSTRUCTION SHALL CONFORM TO WSDOT STANDARD SPECIFICATION SECTION 5-05 AND CURRENT ACI, EXCEPT AS MODIFIED HEREIN. 2. MINIMUM STRENGTH OF CONCRETE SHALL BE AS FOLLOWS: TYPE 28 -DAY COMPRESSIVE 14 -DAY FLEXURAL PAVEMENT SUBMIT PER 5-05.3 (1) 650 PSI 3. MAXIMUM WATER/CEMENT RATIO (W/C) SHALL BE 0.44 FOR HEAVY DUTY PAVEMENT. MINIMUM CEMENTITIOUS MATERIAL SHALL BE 564 LBS/CY. USE 1 W' MINUS COARSE AGGREGATE FOR CONCRETE SIX INCHES THICK AND GREATER; ALL CONCRETE PAVEMENT BE AIR -ENTRAINED (5.5% ± 1.5%). MAXIMUM SLUMP SHALL BE 4 INCHES. 4. PRE -MOLDED JOINT FILLER SHALL BE PER WSDOT SPECIFICATION SECTION 9-04.1(2). 5. JOINT SEALANT SHALL BE DOW CORNING "890 -SL", OR APPROVED EQUAL. 6. CURING COMPOUND SHALL BE NON -YELLOWING EXTERIOR TYPE (WSDOT 9-23.2). 7. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO BOEING CONSTRUCTION MANAGER FOR DISTRIBUTION TO BOEING AND DESIGN TEAM FOR REVIEW AND APPROVAL. EXPOSED EXTERIOR GALVANIZED STEEL COATING 1. SURFACE PREPARATION: IN ACCORDANCE WITH SSPC-SP1, MINIMUM. 2. PRIMER: ONE (1) 3.0 MIL DRY FILM THICKNESS (DFT) COAT UNI -BOND DF SERIES 115 BY TNEMEC OR PRE -APPROVED EQUIVALENT. 3. PAINT: TWO (2) 3.0 MIL DFT COATS COAT UNI -BOND DF SERIES 115 BY TNEMEC OR PRE -APPROVED EQUIVALENT. 4. COLOR: BLACK CONSTRUCTION SEQUENCE 1. COORDINATE ENTRY, SECURITY, TRAFFIC CONTROL PLAN, ENVIRONMENTAL PROCEDURES, FOD TRAINING, AND OTHER REQUIREMENTS WITH OWNER PRIOR TO BEGINNING WORK. 2. POST SIGN WITH NAME AND PHONE NUMBER OF SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. CONTRACTOR TO COORDINATE WITH BOEING FOR PHASING OF PROJECT TO MEET BOEING'S OPERATIONAL REQUIREMENTS. IT IS ASSUMED THAT EACH PORTION OF THE PROJECT WILL BE COMPLETED IN SERIES, WITH ONLY ONE ACTIVE WORK AREA AT ANY GIVEN TIME. THE BELOW SEQUENCE DESCRIBES THE GENERAL CONSTRUCTION SEQUENCE THAT WOULD OCCUR FOR EACH WORK AREA. 3.1. INSTALL TRAFFIC CONTROL DEVICES. 3.2. REMOVE FEATURES AS SHOWN ON REMOVAL PLANS. 3.3. CLEAN SURFACE OF CONCRETE PAVEMENT ADJACENT TO WORK AREA. 3.4. INSTALL NEW CONCRETE PAVEMENT AND FENCING 3.5. REMOVE TRAFFIC CONTROL. 4. PROVIDE AS -BUILT DRAWINGS TO OWNER/ENGINEER FOR THE COMPLETION OF RECORD DRAWINGS. 5. PROCEED WITH PROJECT CLOSE-OUT. JULQ. CONTRACTION JOINT DETAIL 3/8" TO 1/2" R. JOINT SEALANT 3/8" PREMOLDED JOINT FILLER EXPANSION JOINT DETAIL 3/8" TO 1/2" R. HEAVY DUTY CO\CRETE PAVI\G J01\ SCALE: N.T S. MEDIUM DUTY CONCRETE NOTES: 1. INSTALL EXPANSION JOINTS TO COINCIDE WITH EXISTING EXPANSION JOINTS OR PAVING JOINTS. 2. JOINT SEALANT SHALL BE JET FUEL RESISTANT. T DETAIL n C95B 6" DEPTH CONCRETE PAVEMENT WITH LIGHT BROOM FINISH 6" CRUSHED SURFACING TOP COURSE, COMPACTED TO 95% MAX. DENSITY, SEE SHEET C2A SEE DETAIL 1/C95B FOR CONTRACTION AND EXPANSION JOINTS 1.0% MIN. SLOPE DRAIN TO PAVEMENT CC CETE RAVEN/ SUITABLE PREPARED SUBGRADE, COMPACT TO 95% OF MAXIMUM DENSITY. E\T SECTIO\ SCALE: N.T.S. JUL . 0 RECEIVED CITY OF TUKWILA APII 1 9 20 PERMIT CENTER ')f6. 011 ISSUE FOR PERMIT APRIL 4, 2018 260 •w. rA� C95A C956 REVIEWED FOR CODE COMPLIANCE . APPROVED JUL 062018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 http:Uwww.sltts•hHI.englneers.coml Project No.: 17,477 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: KLK REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE VAULT 28 SITTS BKL 04.04.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K. KREISCHER DATE 08.14.17 APPROVED BY DEPT. DATE CHECKED R. JOHNSON ENGINEER R. JOHNSON CHECKED B. LESLIE APPROVED 08.14.17 08.14.17 08.14.17 SUBTITLE MISC NOTES, SECTIONS AND DETAILS CURRENT REVISION SYMBOL DATE 04.04.18 APPROVED TITLE CIVIL VAULT 28 PLANT 2 YARD PLANT 2 SHEET C95B JOB NO. COMP NO. DWG NO. 2-YD-C95B 981403/CIVIL/C95.DWG AW/10.07.98 I T/CONC WALL EL 100'-0" 6" 2"x18 GA COMPOSITE METAL DECK W/ 4" CONCRETE TOPPING (6" TOTAL) EQUIPMENT ANCHORAGE PER 4/S500 - TYP (10) PLACES CONDUIT PENETRATION W14X61 BATTERY HOUSE PER ELECTRICAL 2. In 7-0 1 SWITCHGEAR ENCLOSURE PER ELECTRICAL `moi S450 S500 3 S450 S500 'JUL U S 2B C 10 W14X61 CD W14X61 I N 2"x18 GA COMPOSITE METAL DECK W/ 4" CONCRETE TOPPING (6" TOTAL) J 2'_6" CA3LE GALLEY RAIVI\ SCALE: 1/4" = 1'-0" 21'-8 1/2" G PLA\ (T/STL EL 100'-0" UNO) ACCESS MANHOLE (TYP 2 LOCATIONS) FRAME: UTILITY VAULT CO. 36" x 4" (FLANGE UP) COVER: UTILITY VAULT CO. SOLID COVER MARKED "ELECTRIC" DESIGN LOADING: AASHTO H2O TO MATCH FRAME GENERAL \OTES: 1. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS SHOWN ON ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. CO\S-RUCTIO\ \OTES CLEAN ALL EXISTING STEEL TO SSPC-SP3 STANDARD. PRIME AND PAINT TO MATCH EXISTING. SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE DECK COORDINATE WITH BATTERY HOUSE. INSTALL METAL FLASHING W/ SEALANT AND FASTENERS AT INTERFACE BETWEEN SUBSTATION ENCLOSURE AND TOP OF VAULT FOR WATER TIGHT SEAL AND AS RODENT BARRIER. EFEE\C DAWIVGS SEE PACKAGE "C" DRAWINGS ti 1)\(?'•0110 RECEIVED CITY OF TUKWILA APR 1 9 2015 PERMIT CENTER PACKAGE "C" JUL 0.3 2610 ISSUE FOR PERMIT APRIL 4, 2018 2 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 062018 City of Tukwila BUILDING DIVISION 2 3 SCALE: 1/2" = I'-0" 4 2 0 2 4 6 8 SCALE: 1/4" = I'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA. WA. 88409 PHONE: (253) 474-9449 • I FAX: (253) 474-9449 http:/lwww.sitts-hili-engineers.com! Project No.: 17,477 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: KLK REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REVISED GALLERY DIMS, RELOCATED BEAMS, & MANHOLES, ADDED A. BOLTS & GEN NOTE PLANT 2 — VAULT 28 UPDATE W4928456 SITTS BKL 04.04.18 Q� 0)E/NG ACCEPTABILITY_. THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. O'CONNOR DATE CHECKED R.F. BUKOSKI ENGINEER B. O'CONNOR CHECKED B. 0 CONNOR APPROVED W.E. MOOR APPROVED M. PRITIE 02.06.96 SUBTITLE TITLE CABLE GALLERY PLANS BUILDING 2-83 STRUCTURAL MASTER COL PLT 2 CURRENT REVISION SYMBOL W4928456 3 DATE 04.04.18 SHEET S450 JOB NO. PL2-95091 COMP NO. DWG NO. 2.83-S450 Pack ge "C" ID 10 co o 1 TOC LP EL 90'-0" / / / \:. / / TOC HP EL 90'-10" (1)6 S450 '---ple S500 , S450 S500 /1 I N P7 o (-- S450 5500 \ \ .•i (Y ht. 0,5 Md \ BOLT ON LADDER / / / r / UTILITY VAULT CO (TYP 2 LOCATIONS) TOC LP EL 90'-0" \ \ �\' / » 1-6 16'-2 1/2" 3'-0" 5'-0" — - 1 3_0" --- 1' 1/2"26-21- J 29'-2 1/2" T/CONC WALL EL 100'-0" 6" 2"x18 GA COMPOSITE METAL DECK W/ 4" CONCRETE TOPPING (6" TOTAL) EQUIPMENT ANCHORAGE PER 4/S500 - TYP (10) PLACES CONDUIT PENETRATION W14X61 BATTERY HOUSE PER ELECTRICAL 2. In 7-0 1 SWITCHGEAR ENCLOSURE PER ELECTRICAL `moi S450 S500 3 S450 S500 'JUL U S 2B C 10 W14X61 CD W14X61 I N 2"x18 GA COMPOSITE METAL DECK W/ 4" CONCRETE TOPPING (6" TOTAL) J 2'_6" CA3LE GALLEY RAIVI\ SCALE: 1/4" = 1'-0" 21'-8 1/2" G PLA\ (T/STL EL 100'-0" UNO) ACCESS MANHOLE (TYP 2 LOCATIONS) FRAME: UTILITY VAULT CO. 36" x 4" (FLANGE UP) COVER: UTILITY VAULT CO. SOLID COVER MARKED "ELECTRIC" DESIGN LOADING: AASHTO H2O TO MATCH FRAME GENERAL \OTES: 1. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS SHOWN ON ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. CO\S-RUCTIO\ \OTES CLEAN ALL EXISTING STEEL TO SSPC-SP3 STANDARD. PRIME AND PAINT TO MATCH EXISTING. SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE DECK COORDINATE WITH BATTERY HOUSE. INSTALL METAL FLASHING W/ SEALANT AND FASTENERS AT INTERFACE BETWEEN SUBSTATION ENCLOSURE AND TOP OF VAULT FOR WATER TIGHT SEAL AND AS RODENT BARRIER. EFEE\C DAWIVGS SEE PACKAGE "C" DRAWINGS ti 1)\(?'•0110 RECEIVED CITY OF TUKWILA APR 1 9 2015 PERMIT CENTER PACKAGE "C" JUL 0.3 2610 ISSUE FOR PERMIT APRIL 4, 2018 2 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 062018 City of Tukwila BUILDING DIVISION 2 3 SCALE: 1/2" = I'-0" 4 2 0 2 4 6 8 SCALE: 1/4" = I'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA. WA. 88409 PHONE: (253) 474-9449 • I FAX: (253) 474-9449 http:/lwww.sitts-hili-engineers.com! Project No.: 17,477 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: KLK REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REVISED GALLERY DIMS, RELOCATED BEAMS, & MANHOLES, ADDED A. BOLTS & GEN NOTE PLANT 2 — VAULT 28 UPDATE W4928456 SITTS BKL 04.04.18 Q� 0)E/NG ACCEPTABILITY_. THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. O'CONNOR DATE CHECKED R.F. BUKOSKI ENGINEER B. O'CONNOR CHECKED B. 0 CONNOR APPROVED W.E. MOOR APPROVED M. PRITIE 02.06.96 SUBTITLE TITLE CABLE GALLERY PLANS BUILDING 2-83 STRUCTURAL MASTER COL PLT 2 CURRENT REVISION SYMBOL W4928456 3 DATE 04.04.18 SHEET S450 JOB NO. PL2-95091 COMP NO. DWG NO. 2.83-S450 Pack ge "C" SYM A EL 100'-0»- I 0 CD VARIES (9'-2" TO GRADE 1'-0" 0cv #8@9 TYP OUTSIDE FACE- , 2" • o CLR 1'-6" 2» ' O 9 KEYED 'l� CONST JOINT- CLI°6� O -�J1t�LL�i1 6" WATERSTOP i 4• 3/4" CHAMFER, TYP 2#7 24 #6 @6 EL 100'-0".- 1/21'0 00'-0"- 1/2"0 A307 A. BOLT @ CL WALL MIN 6" EMBED & 2" PROJECTION #6@9 TYP INSIDE FACE #6©12 MAX EF 2" CLR #8 DOWELS W/STD HOOK @ 9 —#6 DOWELS W/STD HOOK @ 9 o A ' • ^ < 10-...))4 6)0 ( 5'.J)v 1'.0 6'o'4j° 90 4.,` Illi 11r�111��-IfIII1-1-T1I I a - 4 12" COMPACTED STRUCTURAL FILL SECTIO\ SCALE: 1/2" = 1'-0" 3'-6" J ROUGHEN CONC TO 1/4" AMPLITUDE AND APPLY BONDING AGENT WP MEMBRANE AND PROTECTION BOARD S450 S500 NEW CONC WALL O #5©12 TYPICAL AROUND OPENING SECTIO\ SCALE: 1' =1'-0" #5©12 HILT! HVA W/ 7 1/2" EMBED AND 1'-8" PROJECTION ( • EXIST WALL S210, S211 S500 1-6 1-0 4 6" #4@12 #6©12 1/2'10 DEFORMED BAR @ 6" OC, TYP 0 N �o 0 4" MIN L4x3x3/8 CONTINUOUS • 3'-0" 2'-0" TYP WP MEMBRANE AND PROTECTION BOARD 0 J°Oo °O°Oo ° F c �� =Jo� o0°9c oC FOR BALANCE OF CALLOUTS, SEE S450 S500 S FCTI O SCALE: 1/2" = 1'-0" iD W/\ r/ 1'-6" -412'-0" 2'-0" r ►i u► 4'-5" OPNG C8x11.5 W/ 1/2"0 x5" HEADED WELD STUDS @ 12" OC !UL 0 2t1 1/4"x3" BENT PLATE 6" MIN 2" 1 ' 1/2" BATTERY HOUSE \ / 8" BASE CHANNEL BY. BUILDING MANUFACTURER EXISTING CONCRETE DECK 3ATTEW HOUSE A\C " 5/8" DIA. STAINLESS STEEL ADHESIVE ANCHOR W/ 4" EMBEDMENT 0DETAIL SCALE: N.T.S. S450 S.500 REVISION ADDED A. BOLT CALLOUT SECT A & REV DIM SECT B BY APPROVED DATE SYM REVISION REMOVE EXIST 5450 S500 W14 #6@6 EW #6@6 EW CJP 3/4"0 A325 BOLTS @ 12" OC PL 5/8x12x1'-9" W/(8)3/4" 0x6" HEADED WELD STUDS @ 6" GAGE DO NOT REMOVE #4 (S) WHERE NEW CONCRETE IS PLACED JUL 05 201.1 ROUGHEN CONC TO 1/4" AMPLITUDE AND APPLY BONDING AGENT NEW CONC WALL SECTIO\ SCALE: 1 "=1 - BY S211_S500 OD EXIST WALL EXIST #4 7.1 M 4 4 4 �--W14 2 3/4" CL SLOTS--' SECTIO SCALE: 1'=1'-0" DETAIL SCALE: 1' =1'-0" SWITCH GEAR FRAMING EA. SUPPORT EA. SUPPORT EXISTING BEAM SWITCH GEA SCALE: N.T.S. ATTACHVE\T � 1 S450 S500 APPROVED DATE B PLANT 2 — VAULT 28 UPDATE SITTS BKL 04.04.18 ff':NG° rs- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE N J. PEARSON N L5x3x3/8 W/(3)13/16"x2 1/4" HORIZ SLOTTED HOLES, NS, FS C3 SIDES, TYP 1/4 V (4)3/4'10 A325 BOLTS I � 1 S450IS500 75HILTI HVA 1 /2" EMBED AND 1'-8" PROJECTION, TYP TOP AND BOTTOM (T S211S500 EXIST WALL CHECKED R.F. BUKOSKI 3/4" CHAMFER 1,-0" i = FOR WALL REINFORCING, SEE S450 S500 DETAIL SCALE: 1/2" = 'JUl 0 w° 200 2. 1,-0" P5/812x1'9" W/(8)3/4"0x6" HEADED WELD STUDS @ 6" GAGE - SECTIO\ J X11 S450IS500 SCALE: 1"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 062018 City of Tukwila BUILDING DIVISION EFEE\CE S4501S.500 DAWI\GS SEE PACKAGE "C" DRAWINGS -aE C E I V ED CITY OF TUKWILA APR 1 9 2013 'ERMVIIT CENTER D%_011 d PACKAGE "C" ISSUE FOR PERMIT APRIL 4, 2018 SUBTITLE MISCELLANEOUS DETAILS ENGINEER B. O'CONNOR CHEC1<ED B. 0 CONNOR APPROVED W.E. MOOR APPROVED M. PRITIE 02.06.96 TITLE STRUCTURAL MASTER BUILDING 2-83 COL PLT 2 2 0 2 3 4 SCALE: 1/2" = I'-0" I/2 0 1/2 I 1/2 2 SCALE: 0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http:l/www.sitts-hIII-engineers.comf Project No.: 17,477 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: KLK CURRENT REVISION W4928456 SHEET SYMBOL 3 DATE 04.04.18 S500 JOB NO. PL2-95091 COMP NO. PEARSONJM/11.13.01 /07:09 DWG NO. 2.83-S500 Package "C"