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Permit M12-194 - AMERICAN MEDICAL RESPONSE (AMR)
AMERICAN MEDICAL RESPONSE 13075 GATEWAY DR M12-194 City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 0004800010 Address: 13075 GATEWAY DR TUKW Project Name: AMERICAN MEDICAL RESPONSE Permit Number: M12 -194 Issue Date: 02/19/2013 Permit Expires On: 08/18/2013 Owner: Name: GATEWAY BLDG 10 LLC Address: C/O COAST REAL ESTATE SVCS , 2829 RUCKER AVE STE 100 98201 Contact Person: Name: Address: Email: Contractor: Name: DONAL BARNES 828 POPLAR PL S , SEATTLE WA 98144 DONALB @SMEINC OFSEATTLE. COM D SQUARE ENERGY LLC Address: 1546 BOALCH AV NW, SUITE 70 , NORTH BEND WA 98045 Contractor License No: DSQUASE895DQ Expiration Date: 08/09/2013 Phone: 206 - 391 -1513 Phone: 425 - 888 -2882 DESCRIPTION OF WORK: POUR CONCRETE PAD FOR NEW DIESEL STANDBY GENERATOR. ANCHOR GENERATOR TO PAD. Value of Mechanical: $3,200.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature I hereby certify that I have read an governing this work will be complie Fees Collected: $233.13 International Mechanical Code Edition: 2009 CA ` % iLi Date: ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pre construction or the performance of work. back of this permit. Signature: 7- fir . Print Name: � t,/ 4 e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this mechanical permit and agree to the conditions on the J 71 -`e- 4 Date: 21/T`6, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M12 -194 Printed: 02 -19 -2013 PERMIT CONDITIONS Permit No. M12-194 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: 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. 6: 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. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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, 3 -2.1) 17: 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) doc: IMC -4/10 M12 -194 Printed: 02 -19 -2013 18: Fire extinguishers shall not be tructed or obscured from view. In rooms or as in which visual obstruction cannot be completely avoided, means sh e provided to indicate the locations of the e uishers. (IFC 906.6) 19: 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) 20: 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, 4 -3, 4 -4) 21: The installation of flammable /combustible liquid storage tanks, both aboveground and underground, requires a separate fire department permit for each tank. Permits can be obtained from the fire prevention office at 444 Andover Park East, Tukwila, WA 98188. 206 - 575 -4407 22: All flanunable /combustible liquid tank installations shall comply with 2009 International Fire Code Chapter 34 and NFPA 30. 23: Generator installation shall comply with NFPA 30, chapter 22, NFPA 31, NFPA 37, NFPA 110, NFPA 111, NFPA 70 and manufacturers installation guidelines. 24: A stamped licensed engineers' letter may be submitted to the fire inspector at the time of inspection certifying compliance with the referenced code requirements. 25: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 29: ** *PLANNING DEPARTMENT CONDITIONS * ** 30: No trees are to be removed or topped in the shoreline jurisdiction. doc: IMC -4/10 M12 -194 Printed: 02 -19 -2013 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. M ` 1 01-- q y Project No. Date Application Accepted: 1 Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION King Co Assessor's Tax No.: 0004800010 Site Address: 13075 Gateway Dr Suite Number: Floor: Tenant Name: American Medical Response PROPERTY OWNER Name: Doral garinPS Name: GATEWAY BLDG 10 LLC City: ''r J,, State: 1-' A Zip:q g l ug � i'[ Address: 2829 RUCKER AVE STE 100 Email: don aIbe-sl'vP✓ NC, 0- Seca" e,.COM City: Everett State: WA Zip: 98201 CONTACT PERSON — person receiving all project communication Name: Doral garinPS Address: gag -rafter(' �' S. City: ''r J,, State: 1-' A Zip:q g l ug � i'[ Phone: Qo6 -3qI- Isis Fax a�OW6_568 ".. ?�I / Email: don aIbe-sl'vP✓ NC, 0- Seca" e,.COM New Tenant: ❑ Yes m .. No MECHANICAL CONTRACTOR INFORMATION Company Name: D Square Energy Address: 1546 Boalch Ave NW #70 City: North Bend State: WA Zip: 98045 Phone: (425) 888 -2882 Fax: (425) 888 -2931 Contr Reg No.: DSQUASE895DQ Exp Date: 08/09/2013 Tukwila Business License No.: WI 0 #(i 5 Valuation of project (contractor's bid price): $ 3,200 Describe the scope of work in detail: Pour concrete pad for new diesel standby generator. Anchor generator to pad. Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: diesel H:\Applications\Forms- Applications On Line \2011 Applications\Mechanical Permit Application Revised 8 -9 -1 l.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent 1 Repair or addition to heat/refrig/cooling system Z Air handling unit Y <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system 1 Hood and duct Z Incinerator — domestic Y Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator 1 Other mechanical Z equipment Y Boiler /Compressor Qty 0 -3 hp /100,000 btu 3 -15 hp /500,000 btu 15 -30 hp /1,000,000 btu 30 -50 hp /1,750,000 btu 50+ hp /1,750,000 btu 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 extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational 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 AUTHORIZED AGENT: Signature: Print Name: Todd Plant Mailing Address: 1546 Boalch Ave NW #70 H:Wpplications'Forms- Applications On Line \2011 Applications \Mechanical Permit Application Revised 8- 9- 11.docx Revised: August 2011 bb Date: 1 f,2 Day Telephone: (206) 799 -7808 North Bend WA 98045 City State Zip Page 2 of 2 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0004800010 Permit Number: M12 -194 Address: 13075 GATEWAY DR TUKW Status: PENDING Suite No: Applied Date: 12/12/2012 Applicant: AMERICAN MEDICAL RESPONSE Issue Date: Receipt No.: R12 -03312 Payment Amount: 8233.13 Initials: WER Payment Date: 12/12/2012 03:56 PM User ID: 1655 Balance: $0.00 Payee: TODD PLANT TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 064282 ACCOUNT ITEM LIST: Description 233.13 Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 186.50 000.345.830 46.63 Total: $233.13 rinr. RPr.Pint -f1R Printarl• 17- 17 -7f117 41. /INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO :- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188. '- (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 1- Pro) � A ( & TYPe of Inspection: :.. - kiA`. mediA - Address: / 3 0 75 CO/611-WA-` Date Called: (1,,,) AC r2 i Special Instructions: f / / Date Wanted:,,. .. *" 7 a.m. Requester: Phone No: { r (/[ 0 ce - t '[. ,1 1535 IIApproved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. N.. n REINSPECTION FEE I EQUIREB'. Prior to next inspection; ?fee must 6e paid at 6300 Southcenter B,lvd.. Suite 100. Call to schedule reinspection. Date :::. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT,NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 * : `. '(206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: , A NIP,t� 6AA LO • %QeSan of Inspection :, P -01 'nA Address: ! 1 --c6 `?) C r�ji�- Date Called: Special Instructions: • Date Wanted: f ` r -a,m„ P.m_ Requester: Phone %��QNo: - 7 ,"`� r 6, Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: l ` Inspector: e \l Date REINSPECTION FEE REQUIRED. rior to next inspection fee must. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit (1/2 -/ , V Fin /W -/3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: / N�e(1 ccrrt I'/e4f,'� 1 �esoms Type of Inspection: ale c �j — Address: Suite #: / 307.x' ux,, 494 Contact Person: (1- Special Instructions: Phone No.: ,Approved'per applicable codes. Corrections required prior to approval. COMMENTS: r es: ^�1- OK Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: l' < p/? ct1 Date: 5--/3h.- Hrs.: 7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 n INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: m� Sprinklers: Type of Inspection: die_ Address: 1307_5° ` Suite #: 6 A2 Contact Person: Special Instructions: Nryo, Appii,f N - e Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: Hood & Duct: oi--- ) iL-,1-0--ed 1 &-lc / f I 51- Pte' Pre -Fire: 5i Nryo, Appii,f N - e 1 0 L(Gl t414.) by ✓-4' )12__. C" ) Cgon(91--e-/C_ t S , Qi- Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: oi--- . Monitor: Pre -Fire: 5i Permits: Occupancy Type: Inspector: Date: t- I3 Hrs.: oi--- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC265379 Permit Number: M12 -194 Job Number: 13 -0133 r ^CEIVED APR 15 2013 DEVELOI'MLN f Project: American Medical Response Client: D Square Energy Systems, LLC Address: 13075 Gateway Drive, Tukwila Address: 1546 Boalch Avenue NW, #70, North Bend Inspector(s): John Reeder Date: 3/7/2013 Description /Location: On site to inspect the reinforcing steel and concrete placed for new house keeping pad. Inspected to approved plans. Resteel Verified: Yes 3/7/2013 John Reeder (Grade 60) Mfg: Cascade Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: Bestway 6 SK n/a .50 n/a 3 Tailgate Yes 3000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 11:00 am 3.00 Time Cubic Made Yards Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (lbs or gal): Admixtures (specify): Weather: Overcast Date Samples Picked Up: Water Slump Added C 143 O gal. 4" Actual ❑ Batch Weights /Cubic Yard 564# 1300# 1950# 3/4" Slag (lbs): 280 Air % C 231 Conc.Temp C 1064 n/a 58 °F Ambient Temp 50 °F Truck Ticket No. No. 4 5255 Slump Range: 4" Air % Range: n/a 3/8/2013 Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING /PLACEMENT: Conforms: MI Does Not Conform: ❑ Specimen Test Number Date 1 3/14/13 2 4/4/13 Field Age Cure (Days) COMPRESSIVE TEST RESULTS Size Area Weight Max Load (in.) (Sq.ln.) (Lbs.) (Lbs.) Strength Fracture Type (psi) (other than cone) 3 4/4/13 4 4/4/13 *= Discarded Tested in general accordance to: Copies to: Client 2 Engineer Building Dept ❑ Owner ❑ Contractor Batch Plant ❑ Architect ❑ Others 7 4 x 8 12.62 8.67 77,810 6170 28 4 x 8 12.62 8.65 99,410 28 4 x 8 12.62 8.66 96,230 7630 3 28 4 x 8 12.62 8.61 101,560 8050 3 7880 3 ASTMC39 ASTMC617 ❑ ASTMC1231 ❑ Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC265379 Permit Number: M12 -194 Job Number: 13 -0133 Project: American Medical Response Address: 13075 Gateway Drive, Tukwila Inspector(s): John Reeder RECEIVED MAR 2 5 2013 i'Jt IVII IVl Client: D Square Energy Systems, LLC Address: 1546 Boalch Avenue NW, #70, North Bend Date: 3/7/2013 Description /Location: On site to inspect the reinforcing steel and concrete placed for new house keeping pad. Inspected to approved plans. Resteel Verified: Yes 3/7/2013 John Reeder (Grade 60) Mfg: Cascade Placement Data Supplier: Bestway Mix Number: 6 SK Slump Spec: n/a W/C Ratio-Spec:- .50 Air Spec: n/a Total Yards: 3 Placed Via: Tailgate Consolidated: Yes Required Strength: 3000 psi at 28 days. Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1-4 11:00 am Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): 280 Admixtures (specify): Actual ❑ 564# 1300# 1950# 3/4" Water Slump Added C 143 3.00 0 gal. 4" Air% C 231 Batch Weights /Cubic Yard Conc.Temp C 1064 n/a 58 °F . Slag RRCEIVE,, CITY OF T UKW!' APR 0 3 2113 PERMIT CENTER Ambient Temp 50 °F Truck Ticket No. No. 4 5255 Weather: Overcast Date Samples Picked Up: Slump Range: 4" Air % Range: n/a 3/8/2013 Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: AsrM C31, Exclude C31- 10.1.2 Comments REINFORCING /PLACEMENT: Conforms: 0 Does Not Conform: ❑ Specimen Number Test Date Field Age Cure (Days) COMPRESSIVE TEST RESULTS Size (in.) 1 3/14/13 *. Discarded - -- -- - - - - -- Tested in general accordance to: Copies to: Client n Engineer Building Dept ❑ Owner ❑ Contractor Batch Plant ❑ Architect ❑ Others 7 ASTMC39 Area Weight Max Load Strength Fracture Type (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 4 x 8 12.62 8.67 77,810 6170 ASTMC617 ❑ ASTMC1231 ❑ Technical Responsibility: 14 Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 UVIAMISH RIVER FILE COPY • Permit t o. M 17., 1q&1_ r , t, to 5T' -and -- omissions. ; 2,,..;r ,- documents -dees- riot - I tt ; of .. ny adcpted code or ordinance. Rec`!pt Lidd oo Reid Copy and conditions is acknowledged: OVED,_. // ,. ■ de. to these from'tie — - pity Of Tukwila DCD BUILDING DIVISION W cn co 0 z 0 0 om E Li co •.- =-a °' is ., IF PERM iT RED FOR: M° cal r - iectrical pri`rnbing Gas Piping Cs � of .TcIrwila ;.---1.m.1 DIVISION /1 _ `„ ter+• f `� �,. 3 t. r' tt *r+ 'sb ll•bP made #6 tIip scope.; +nt..p,2:41iiif N R .q3c: i fequire a. Tie.YJ p' sti y • r r 77..77 • • FEB 15 2013 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com SME PROJECT MANAGER: DONAL BARNES SME PROJECT NUMBER: 12 -J19 -801 REVISION: BUILDING: GATEWAY COMPLETE +_TR# TUE: SITE PLAN SCALE: NTS ❑l 00 FEE FEE ❑ ❑❑❑D• W7007 ❑ J D❑❑❑ p ❑❑ ❑p❑❑❑o CO❑M D ❑D ODE j 1 ❑ ❑ ❑ 0DD❑ ONES 100 0❑❑ ❑❑❑D ❑uDOLJE00 ❑ ❑❑❑ ❑ ❑❑❑ 7 C9 D❑D❑❑❑ 0 ❑ D ❑O❑❑ ❑E❑❑ ❑❑DD JEDD ❑C1 • El g ❑00 ❑ D ❑D [1[00000 000❑0 0❑D■D❑> 0D ••oi1•D Og u ❑i000[I■ lE }[000 i °UGJD°°D °L °000000 ° °C❑_I°D °o❑ ❑ ❑00a [JoL] °D•LLIJ ° ❑ ❑ ❑❑ EDE • E9 • • ■•[]■[COQ❑ • 00 rio•LLJ 11000•000•0011•000U( D■ 0 ••• Doug 00 °°D.00°°1°°J0 00❑❑O❑�0100 ❑ 0L0 n0l00 000 0 000r00000 �1O f❑•■ Cn-1 0000 C7� 7n n nn nnW-7-171 1-7-11-7- n '- nnnl . _... • ■�■ [` 10 ❑CI 0 ■•C •0• ❑❑C D❑❑❑ =LIE F~ , 1 ❑ DD =DECD 0•00■ DE ❑D ■ • 1000•000•00 10000°000 THE V M C GROUP 0 000 mom rl❑•Cl❑ ■E❑ [00 rt7Enn [- ■ EL ■_ 30000=• Aeroflex International Isolators AmberBooth . Korfund Dynamics Q Vibration Mountings & Controls is ED ❑ a 0L -' 1r11100 _ 1000 ❑D ODC ❑❑DD ■O••■ ri [� • MEWED 0•I.00 . [009 C71�CaC�C7C D00010 7C �LIL 010 00[I] C]�IC'� ■Eu' 90 GATEWAY PROJECT' 1L0 ❑❑ i LLiJC1C1 NE 0E0 �- 1❑DCULID•JDJ REP: Renosa Corporation 7-10 I.__ILI�LL000�0 i0 1110 00 [J11❑[009DD❑C ❑01 ❑❑ D 10ODDDD 0000.0 00❑0 000[i ❑0❑❑ 0000 •000[1■❑ ❑ ❑0_U ■•D Ho ❑❑❑ ❑00 ❑ ❑ 7D DD °1 u ❑ ■1007❑ ❑❑ 00_200 Li • 00 90 [00 ❑❑❑ n 00 DO M ■1u ARCHITECT. -- ENGINEER -- 0 00 0 000E 00000 �0 NO D 0 ❑ • ]0L1[110 CUSTOMER. D Square 301 ❑ E L❑•• 11Q0 ■LJU L,r 10000 P.O. NUMBER 2167509 10 COMMENTS:. 3u0 �D❑ 000 ❑■• D . Seismic Parameters: Sds = 1.020 Location = So. Tukwila, WA ZIP CODE= 98168 - REVIEWED FOR C ODE COMPLIANCE APPROVED FEB 15 2013 • �9$j� �i� Tukwila BUILDING DIVISION 1 EQD■ 1OL••■ 7L000 1 1 1000 100 70 ❑ ❑ ■0•i REV. DESCRIPTION SOURCE of CHANGE DATE 0 Initial Submittal MHK 2/8/13 SEISMIC RESTRAINT SUBMITTAL CUSTOMER: D SQUARE JOB: GATEWAY 13075 GATEWAY DRIVE, SO. TUKWILA, WA,98168 P.O. No: 2167509 The following report has been performed for compliance with the applicable building codes and job specifications. Applicable Building Code: IBC 2009 Including. Drawings: VMA -48214 - Pages 1 to 16 Mark A. Thompson, SE Washington License Number 36784_ The VMC Group 113 Main St Bloomingdale, NJ 07403 THE VMC GROUP The Power of Together' CAGE CODE 4U931 SIZE DWG NO VMA -48214 REV 01 This report reflects information received and reviewed for seismic restraint as of date shown BY MHK DATE: 2/8/2013 SO NO. 252651 SHEET: 2 of 16 THE:V1.4c GROUP it■ei-oflex International Isolators Amber/Booth I Koffund Dyriamicsiyibfatioil Mountings Controls PROJECT Gateway JOB/DWG NUMBER VMA-48214 REV. NO. 01 SHEET NO. 3 of 16 CUSTOMER D Square BY DATE MHK 2/8/2013 CHECKED DATE Table of Contents: Stamp Cover 2 Table of Contents 3 I Errors and Omissions Certificate 4 I. . Schedule 5 III. Summary of Critical Assumptions and Directive Statements 6 IV. Purpose 6 V. Scope 6 VI. Strategy and Assumptions 7 VII. Allowable Loads 7 VIII. Seismic Input Forces - LRFD 8 IX. Analysis Methodology 9 X. Tags: i. Genset a. Seismic Force Calculation 10 b. Hilti Profis Report 11 c. Anchorage Layout 12 d. Housekeeping Pad Layout 13 XI. Submittal Drawings 14 VMCGROU -02 CRC1 -- T • A RO� CERTIFICATE OF LIABILITY INSURANCE DATE (mwor erro 7/2x2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certlflcate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER (212) 488 -0200 Frenkel B Company 350 Hudson Street, 4th Floor New York, NY 10014 cT • N 't+ Gregory Downs t" E 201 - 793 -4010 1 . Not. 201- 356 -0052 t° A41 q` 0 • - = S: Gdowns@frenkel.com INSURERS) AFFORDING COVERAGE . NAIC I INSURER A :Lloyd's of London 112200 INSURED The VMC Group 113 Main Street Bloomingdale, NJ 07403- INSURERS: INSURERC: INSURER 0 : S INSURER E : S INSURER F : S REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE. INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE AODL INSR N1D POLICY NUMBER POLICY OF (MMlDDIYYYI f y LIMITS GENERAL — UABIUTY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S ED PREMISES (Eatoccurrence) S MED EXP (Any ono person) S 1 CLAIMS -MADE a OCCUR PERSONAL & ADV INJURY S GENERAL AGGREGATE S PRODUCTS - COMP/OP AGO 5 GEN'L AGGREGATE UMIT APPLIES PER: —I POLICY I1 J eT n LOC. S AUTOMOBILE — — LIABILITY ANY AUTO AU. OWNED AUTOS HIRED AUTOS — SCHEDULED AUTOS NON-OWNED AUTOS ( tSINGLE UMIT BODILY INJURY (Per person) , S BODILY INJURY (Per accident) E ( ..- eKdn _ S — UMBRELLA UAL) EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE S S DED 1 1 RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORPARTNER/EXECUTIVE Y I�N OFFICER/MEMBER EXCWDED7 (Mandatory In NH) 11 yes, describe under DESCRIPTION OF OPERATIONS below N ! A - I WC STATU- I 10TH- I ER E.L. EACH ACCIDENT S E.L. DISEASE - EA EMPLOYEE S E.L. DISEASE - POLICY UMIT 8 A A Manufacturers Engineering Design Errors & Omissions PVMC00112 PVMC00112 7/1/2012 7/1/2012 7/1/2013 711/2013 Occurrence Limit 3,000,000 Deductible 60,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION Evidence of Coverage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED. REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Table 1: Schedule 10 -12 Genset Generac SD100 1.5 1.0 Floor Mounted (Concrete) 7156 BOLT DOWN 10 Anchor: Hilti Kwik Bolt TZ-CS Dia.: 5/8" Embed.: 3 -1/8" Edge: 4" Conc. Thickness Conc. Strength: 5" 3000 psi JOB: Gateway S.O. No.: 252651 CUSTOMER: D Square 00 MHK Initial Submission 2/8/13 Rev By Description Date By MHK Date 2/8/2013 Checked Date THE VINO GROUP The Power of Together'" DWG. NO. VMA -48214 T■EVF4C GROUP ■eroflez International Isolatoq Amber /Booth I Korfund;Dynamicsl''Vibratiion Mountings ■ Controls. PROJECT Gateway CUSTOMER D Square JOB / DWG NUMBER VMA -48214 REV. NO. 01 SHEET NO. 6 of 16 BY DATE MHK 2/8/2013 CHECKED DATE 111. SUMMARY OF CRITICAL ASSUMPTIONS AND DIRECTIVE STATEMENTS: 1. This analysis does not certify that the concrete housekeeping pads, building structure, isolated or restrained equipment, or any other attached equipment, such as piping or ductwork, is capable of handling the applied seismic loads. Any non -VMC Group mounting supports, brackets, or other means of attachment must be independently certified: This calculation only certifies the seismic restraint capability of the VMC Group supplied mounting equipment and the attachment of the equipment. 2. Weight and dimensional data was provided by the customer. Information not provided for in the job specification must be verified by the building engineer. The values used in this analysis should be verified. If they vary, disregard these recommendations and notify The VMC Group of the changes. 3. All accessory attachments (pipe, conduit, etc.) to the equipment shall be attached in a manner that allows relative motion (flex, swing joint/elbow, etc.) to prevent failure due to differential movement between the equipment and attached accessory caused by seismic loading on the system. 4. Unless noted on the drawings, all drawings in this report are considered not to scale. 5. All housekeeping pads must be properly dowelled and reinforced by others to carry the seismic loads. 6. When several pieces of equipment are installed identically, the most critical one is analyzed. 7. When installing concrete expansion anchors, the anchors shall be torqued to manufacturer recommended settings to ensure maximum holding capacity in the concrete. Observe concrete edge distance and anchor spacing limitations as expressed by the anchor manufacturer or ICC -ES rating publication. For anchors installed in the underside of the slab, embedment depth must be at least one half of the slab thickness to ensure the anchor is embedded in the compression zone of the slab. 8. If isolators are supplied by The VMC Group it has been assumed that the structure supporting the isolators has a stiffness ten (10) times that of the isolator or three (3) times the natural frequency of the isolators. The equipment itself and any steel structure between the equipment and the isolators are considered rigid for calculation purposes. IV. PURPOSE: This report is submitted to D Square for the Gateway project to verify that the seismic/wind restraints provided and/ or recommended by The VMC Group will safely accept Toads applied from seismic forces and normal operating loads. For equipment isolated by The VMC Group, this report verifies adequate isolation per the job specification. V. SCOPE: This report covers only seismic /wind restraints, isolators, and engineering recommendations provided by The VMC Group for use as listed in Table I. This report does not cover equipment supplied by other vendors. The structural design professional must verify the adequacy of the superstructure or substructure to which The VMC Group components or specified hardware are attached. The structure must withstand the seismic loads applied at restraint locations. The following report has been performed for compliance with the applicable building codes and job specification. If there are any specifications or information that supersede the assumptions made herein, this analysis may be invalid, and The VMC Group must be notified for review of changes. THE, `V MC GROUP Aeroflex.International Isolators Amber /Booth I Korfund'Dynamicsj'Vibratiion Mountings & Controls PROJECT Gateway. JOB / DWG NUMBER VMA -48214 REV. NO. 01 SHEET NO. 7 of 16 CUSTOMER D Square BY DATE MHK 2/8/2013 CHECKED DATE VI. STRATEGY AND ASSUMPTIONS: For the purposes of this analysis, it must be assumed that the building and its intemal structure have been designed to perform as required by the adopted building code in response to an earthquake and remain intact and functioning after such an event. Per code the equipment must be restrained and not break away from its supports during an earthquake. The forces acting on a piece of equipment are the vertical and lateral forces resulting from the earthquake, the force of gravity, and the forces at the restraints that hold the equipment in place. The analysis assumes that the equipment does not move beyond the restraints during the earthquake. The acceleration at its center of gravity generate forces that must be balanced by reactions at the restraints. The code allows equipment to be analyzed as though it were a rigid component; however, factors (ap, Rp) are applied within the computation to address flexibility issues for particular equipment types or flexible mounting arrangements. Given the above, the problem can be reduced to a static analysis. The forces acting on the restraints include both shear and tensile components. The application direction of the lateral seismic acceleration can vary and is unknown. Depending on its direction, it is likely that not all of the restraints will be affected or share the load equally. This report will determine the worst case combination of forces at all restraint points for any possible direction that the acceleration can follow to ensure that the restraints are adequate. It is assumed that the equipment is designed to be strong enough to transfer the load from its center of gravity to the restraint connection points without failure. Under some instances (particularly those relating to life support issues in hospital settings) code requirements indicate that critical equipment must be seismically qualified to ensure its continued operation after a seismic event. Special care must be taken in these situations to ensure that the equipment has been certified to meet the maximum anticipated seismic load. VII. ALLOWABLE LOADS: Unless otherwise specified, allowable bolt loads are per the Manual of Steel Construction - AISC 13th Edition. All concrete is assumed to be 3000 psi. For The VMC Group products: Ratings are per test and /or analysis. For Concrete Anchors: Ratings are per !CC ESR reports or Hilti Profis THE :VMC GROUP Aeroflex International Isolators I Amber /Booth 1 Korrfund Dynamics] Vibration Mountings &Controls PROJECT Gateway JOB / DWG NUMBER VMA -48214 REV. NO. 01 SHEET NO. 8 of 16 CUSTOMER D Square BY DATE MHK 2/8/2013 CHECKED DATE VIII -i. SEISMIC INPUT FORCES -LRFD These calculations certify that the VMC components and specified hardware, when properly installed, are capable of safely supporting a maximum seismic Toad based upon the LRFD load combinations from the building code or ASCE -7 -05: 1.2D( +/ -) 1.0E 0.9D( + / -) 1.0E Where: E= pQE( + /- )0.2SDSD p= Reliability factor: taken as 1.0 for mechanical and electrical components QE = horizontal seismic force Fp SDS= Design spectral responce D= Dead Toad (0.2SDSD is taken in the vertical direction) Final Seismic Loading Conditions: 1: Vertical Load (Pz) = (1.2 + 1.0 *0.2 *Sds) Horizontal Load (Px) = 1.0 *Fp 2: Vertical Load (Pz) = (0.9 — 1.0 *0.2 *Sds) Horizontal Load (Px) = 1.0 *Fp Horizontal Seismic Force per equation 13.3 -1 (ASCE -7): Fp = 0.4 *ap *Sds *(1 +2(z /h)) *Wp (Rp /Ip) Where: ap = The attachment amplification factor SDS = Design Spectral Response Acc. at short period SMS = Max Earthquake Spectral Response Acc. for Short Period Fa = Site Coefficient (Use "D" if unknown) Ss = Mapped Spectral Acc. for Short Period z = Height of the equipment attachment to structure. h = Average Roof Height Rp = Component Response Modification factor Ip = Component Importance factor Wp = The operating weight of the system And: SDS = (2 /3) *Sms SMS = Fa *Ss THE.VMC GROUP Aeroflex International Isolators I Amber /Booth I Korfund'Dynamicsi Vibration Mountings & Controls PROJECT Gateway JOB / DWG NUMBER VMA -48214 REV. NO. 01 SHEET NO. 9 of 16 CUSTOMER D Square BY DATE M H K 2/8/2013 CHECKED DATE IX. ANALYSIS METHODOLOGY These calculations follow a similar procedure as set out in ASHRAE Applications Chapter 54. Moments are taken about the center of restraints to create a free -body diagram of the restrained equipment, which is assumed to be rigid. This yields the maximum reaction Toads. The calculation spreadsheet that follows uses these dimensions shown here. End Elevation Y -0 hcg Restraint locations Ycg; Center of restraints Xcr X =0 Xcg Planview Ph Ycr A A A A Xcg Side Elevation ILVA1 THE VMC GR0uP Aeroflex International Isolator's f Amber /Booth [ Korfund`DynamicsI Vtwation Mountings & Controls; PROJECT Gateway JOB / DWG NUMBER VMA -48214 REV. NO. 01 SHEET NO. 10 of 16 CUSTOMER D Square BY DATE MHK 2/8/2013 CHECKED DATE X i. Seismic Force Calculation for GENSET Q LRFD Q ASD Q AC -156 Ss = 1.53 ap = 2.5 , From the tables: z/h = 0.0 Rp = 2 Fa = 1.00 Min. limit Actual Max. limit Site Class D Ip = 1.5 Sips = 1.020 Fp /Wp = 0.459 g's 0.765 g's 2.448 g's Occupancy Category IV Calculated Seismic Design Category D Load Combination DL E Mfr Generac ModeIISD100 1 2 1.2 1 Calculate the maximum loading at the most critical anchor location. Load Combination 0.9 Principal Axis Calculation Input Data Calculated Loads W horz g's ■ert g's Hcg Xcg Ycg Phx Pz Max Pz Min 7156 # 0.765 0.696 1.404 31.6" 55.0" 17.9" 5474 # 10047 # 4981 # Restraint Locations ly1 Ix1 Ixy J1 O.erturning Loads (Fp Only) Rigid Weight Distribution Seismic Vertical Distribution X Y (XXcr)2 (Y -Ycr)2 (X Xcr)* (Y -Ycr) r2 P of (Tens = -) Static 1.0 g Vert Max Vert Min Vert 1 3.90" 0.00" 2611 319 912 2930 1184 # 716 # 2189 1682 2 29.50" 0.00" 650 319 455 969 989 # 716 # 1994 1487 3 55.00" 0.00" 0 319 0 319 795 # 716 # 1800 1293 4 80.50" 0.00" 650 319 -455 969 601 # 716 # 1606 1099 5 106.10" 0.00" 2611 319 -912 2930 406 # 716 # 1411 904 6 3.90" 35.70" 2611 319 -912 2930 -406 # 716 # 598 92 7 29.50" 35.70" 650 319 -455 969 -601 # 716 # 404 -103 8 55.00" 35.70" 0 319 0 319 -795 # 716 # 210 -297 9 80.50" 35.70" 650 319 455 969 -989 # 716 # 16 -491 10 106.10" 35.70" 2611 319 912 2930 -1184 # 716 # -179 -686 Center of Restraints 55.0" 17.9" ly total 13046 Ix total 3186 Ixy total 0 J total 16232 0 # 7156 # 0 10047 0 4981 0 Cx Cy 51.1" 17.9" # Vertical Restraints 10 # Horizontal Restraints 10 Theta 215.0 deg 0.610 rad Tane 0.699 r max 54.1" Mx My Mxly -Mylxy Mylx -Mxlxy Ixly -Ixy2 Max Loads per Location Fp Only - 141934 -99237 - 1.85E +09 - 3.16E +08 4.16E +07 Comp (Max Vert) 2189 # Mz Tens. (Min Vert) 686 # Static Vert 0 0 0.00E +00 0.00E +00 0 Shear 547 # Per ASCE 7 -05 Section 13.4.2a it is necessary to increase the tension and shear values by a factor of 1.3. Design Tension = I; 892# Design Shear = I 712# Equipment is attached to concrete with (10) Hilti Kwik Bolt TZ-CS, 5/8" Dia. with 3 -1/8" min. embedment Edge distance of 4" on a 5" thick concrete pad of 3000 psi www.hilti.us Profis Anchor 2.3.4 Company: Specifier: Address: Phone I Fax: E -Mail: The VMC Group 113 Main Street, Blooming date, NJ 07 403 973 - 838 -1780 1 973 - 492 -8430 Page: 11 Project: Gateway Sub - Project I Pos. No.: Generac SD100 Date: 2/8/2013 Specifiers comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 5/8 (3 1/8) Effective embedment depth: Fief = 3.125 in., hnom = 3.563 in. Material: Carbon Steel Evaluation Service Report:: ESR 1917 Issued I Valid: 11/1/2012 1 5/1/2013 Proof: design method ACI 318 / AC193 Stand -off installation: eb = 0.000 in. (no stand -off); t = 0.375 in. Anchor plate: IX x I x t = 3.000 in. x 3.000 in. x 0.375 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, fc' = 3000 psi; h = 5.000 in. 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) yes (D.3.3.6) Geometry [in.] & Loading [lb, in.Ib] 2 Proof l Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity poi / ftv [%] Status Tension Concrete Breakout Strength 892 2059 44 / - OK Shear Concrete edge failure in direction y- 712 1203 - / 60 OK Loading fiN Iv Utilization p3N,v [ %] Status Combined tension and shear loads 0.433 0.592 5/3 67 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! TAG: ENCLOSED GENSET ON TANK [0.70 t 37 00 154.13 0 3.90 - -- - -®-- -- 1 -- - - L- - — BJ 80.50 106.10 ALTERNATOR END 64 05 GENSET + ENCLOSURE FUEL TANK 25 00 Note: All dimensions are in inches 5.00 r 39 88 (10) 5/8" 0 HILTI KWIK BOLT TZ -CS W/ 3 -1/8" MIN EMBEDMENT; EDGE DISTANCE OF 4" ON 5" THICK 3000 PSI CONCRETE PAD INSTALLED PER ICC -ESR -1917 CERTIFIED FOR: JOB NAME: GATEWAY CUSTOMER : D Square CUSTOMER P.O.: 2167509 SALES ORDER: 252651 GENSET ASSEMBLY ANCHORAGE LAYOUT THE VMC GROUP The Power of Together Bloomingdale, NJ 07403 Houston, TX 77041 SCALE: NONE SHEET: 12 OF 15 Member V SOMA DRAWING NO.: VMA- 47820 -12 REVISION 01 42 14 14 24 o.c hHH • 1I I II 111 112 32 o.c. • L,J 1 • 12 r 0.C. —1 Pad outine Pad outline \ 2• min. I. • 1 jam nuts with Pad Height Center Line fender washer 11•11 15•) .....-.- T — o onaete pad ii I Floor Line Floor Line 1■ %— Standard Embedment • Standard Fbor —"/ •Z• bars tie to J Hi lti Kwk boRJZ Reinforcing Reber standard floor concrete expansion anchor reirforcng rebar or. equivalent Pad Height 15„) Max_ Pad Area [f 21 Marc Load [ lbs 1 Re6iforcQlg Rebar lrlterior Ddwetng Perimeter Doweling up #3 rebar 12 in. o.c.e.w 5t S' de_ 36' ac.e_w_ 3/4" do_ 24" o:c e_w_ 41 to 100 15000 #4 reba 12 in_ o.c.e.w .51T da 36' o_c_e_w, 314" da. 24" o.c.e.w. 101 to 200 25000 #5 reba 12 in. o.c.e.w 3!4• da 36• ac_e.w_ 3/4" de. 24" o.c.e.w. 201 to 400 50000 #5 reba 12 in. ac_e_w 3/4 de_ 36" o.c.e.w. 1" da. 24" o.c.e.w. over 400 special design required ' o.c_e_w. on center each ways' 1 Notes: 1) All housekeeping pad reinforcing should conform to ACI Standards for minimum area and concrete:coverage 2) .M in imurrl. co ncret e strength of 3000_ psi. 3) Max. Load includes: supported equipment weight and housekeeping pad weight, Housekeeping Pad Equipment Layout #4 Rebar • %4 "0 x 3 %4" embed. Expansion Anchor to floor slab or #6 rebar "Z" bars 5/ "0 x 3 %" embed. Expansion Anchor to floor slab or #5 rebar "Z" bars T5/ "® x 3 %" embed. Expansion Anchor for equipment. to housekeeping pad CERTIFIED FOR: JOB NAME: GATEWAY CUSTOMER : D SQUARE CUSTOMER P.O.: SALES ORDER: HOUSEKEEPING PAD TIE -DOWN LAYOUT UP TO 0.75 "G" SEISMIC ACCELERATIONS THE VMC GROUP The Power of Together Bloomingdale, NJ 07403 Houston, TX 77041 SCALE: NONE SHEET: Ntembe,. DRAWING NO.: VMA- 48214 -13 REVISION 0J4190B 100 [3.94] TYP 61666 [00.66'] MOUNTING HOLES (10 PLACES) 2594 [102131 TYP 1945.5 [7659] TYP LOAD CENTER (DUAL CONNECTION 13E0 OPTIONAL) 1297 (51061 TYP 6485 [2553] TYP OIL DRAIN LOAD CENTER (SINGLE COIECTIN B11) OPTIMAL) OPTIONAL SECONDARY HIGH VOLTAGE CONNECTION BOX 9065 [35.67 TYP NOTE 10 RADIATOR/EXHAUST DISCHARGE AIR Ri MTE 4 AIR OUT RN [21.971 TOP OR PLAN VIEW 3914.9 [154131 OVERALL LENGTH ENCLOSURE R642 [R25.3] TYP (4- PLACES> (NOTE 11) 8621 [R24.4] TYP 14- PLACES) (NOTE 11) OUTLET LOCATION VIEN EQIPPED V/ LOAD CENTER OCTE 2) OUTLET. LOCATION 2/0 LOAD CENTER (NOTE 2> MITE 1 1563 [61541 LOV VOLTAGE CONNECTION Km( (MITE 3> HIGH VOLTAGE CONNECTION BOX (NOTE 12) NOTE 2 741 [2929 LOV VOLTAGE STU IP 57.6 227] 898 [353] 122. [4.82] 300 [118'] '40 [29.131 011. DRAIN AR SIDE) 850 [33.46] FUEL INLET t OUTLET NTES 7 t 10 FUEL INLET NOTES 7 t 10 FUEL RETURN NOTE U OIL GRAN PLUG TAR SIDE) 2064 181.35 2795 [11004] BASEFRAME LENGTH FRONT SIDE VIEW 2722 11031] CLEARANCE TO ROTTEN OF CONNECTOR BOX LIFTING EYE (4- PLACES) 40(60 SLOT 057X236] 10278 [40.46) ENCLOSURE 910114 1627 64.05] OVERALL HEIGHT 9441 (3701] --.-7 1012.9 (3988] BASEFRAME VIDTN REAR VIEW B4 [33'1 LOW VOLTAGE STUB LP AREA (SURFACE MOAT) (NOTE 3) • 220 [8.7'1 719 [283'] 492 [19.4'1 E'EN AREA FOR STUB -IP 51 (20'] SECONDARY CB CONNECTER BOX LPENING .(OPTIONU 220 [87'] SECONDARY HIGH 594 6(4.962 VOLTAGE STUB [23.4'] (24.2'] UP AREA LOV VOLTAGE STUB LP AREA (BASETANK MOUNT) MUTE 3) PRIMARY HID[ VOLTAGE STUB IP AREA V/ GLAND PLATE (SEE NOTE 9) RECOMMENDED ELECTRICAL STUB -UPS (SEE DETAILED VIEW 6 TIP VIEW) (HIGH VOLTAGE STUB UP) w4i4 AC LOAD LEAD CONDUIT FOR PERMANENT WA MAGNET EXCITATION CONNECTION BOX 6964 (LOW VOLTAGE STUB UP) TWO DIFFERENT LOCATIONS DEPENDING ON r MOUNT LOCATION. - SURFACE MOUNT - BASETANK MOUNT WEIGHT DATA OPEN SEA 1408KG (3104LBS] STEEL ENCLOSURE, XXXKG [XXXLBS) ALUMINUM ENCLOSURE, XXXKG CXXXLBSI (SEE NOTE 8) ■■ PENDING WEIGHT AND CENTER OF GRAVITY ■■ 120 (4.7'] TYP 122 [4.B'] TYP PRIMARY CB CONNECTION BOX OPENING NOTE, 244 [9.6'] TYP 299 [11.8'1 TYP : 1 : 1 1. CONTROL PANEL, (OPTIONAL BATTERY CHARGER INSIDE) 2. 120V, 20A GFCI t 250V, 154 OUTLET (OPTIONAL) 3. CONNECTION POINTS FOR CONTROL WIRES PROVIDED IN THE LOW VOLTAGE CONNECTION BOX (USE 1.139 VOLTAGE STUB UP AREA) 4. BATTERY (12 VOLT NEGATIVE GROUND SYSTEM) 5. MAIN LINE CIRCUIT BREAKER (MLCB), AC LOAD LEADS CONNECT DIRECTLY TO MCC& (MLCB HEIGHT MAY VARY WITH CB SELECTION) 6. OPTIONAL BLOCK HEATER 7. FUEL LINES ARE PLUMBED TO FRAME FOR UNITS WITH NO BASE TANK. FUEL LINES ARE PLUMBED DIRECTLY TO BASE TANK WHEN SO EQUIPPED 8. CENTER OF GRAVITY AND WEIGHT MAY SHIFT SLIGHTLY 011E TO UNIT OPTIONS 9. IF GENSET IS TO BE INSTALLED ON A BASETANK REFER TO BASETANK INSTALL FOR MOUNTING FOOTPRINT AND STUB UP INFORMATION. um. STUB UP AREA MAY NOT BE THE SAME FOR BOTH GENSET AND BASETANK. 10. ENGINE SERVICE CONNECTIONS, FUEL INLET = 1/2' NPT COUPLING FUEL RETURN = 1/2' NPT COUPLING OIL DRAIN = 1/2' NPT COUPLING EXHAUST OUTLET = 5' 8& MUFFLER 11. DOORS MUST BE ABLE TO OPEN AT LEAST 90' TO BE REMOVED. 12. AUXILIARY AC CONNECTION FOR UNIT OPTIONS ARE LOCATED IN HIGH VOLTAGE CONNECTION BOX, UNLESS AN OPTIONAL LOAD CENTER IS INSTALLED 13. BOTTOM OF GENERATOR SET MUST BE CLOSED TO PREVENT PEST INTRUSION AND RECIRCULATION OF DISCHARGE AIR AND /OR IMPROPER COOLING AIR FLOW 14. GENERATOR SET MUST BE INSTALLED SUCH THAT DISCHARGED AIR IS NOT RECIRCULATED, 15. CIRCUIT BREAKER -AC LOAD LEADS CONNECT DIRECTLY TO BOTTOM OF BREAKER. -REFER TO LUG SIZING CHART AVAILABLE ON GEN- CONNECT. 84 [3.3'] ISICIVC MOM STSTEKS WIC DC (mADwT If TNS IRAVVc _ OICI NM. 07101 TIMM _ s Na� � M [WC= MIiDG CO4111T IT MAC PIMA MT. . ® WOW H)VP MDUM mM SD100 & SD130 I \STALLATI ❑N DRAWING DIESEL 6.7L, G17 giVOVIERAO V' V'lOUW31 P.O. BOX 8 WAUKESHA, 6IS. 53187 TURBOCHARGED & AFTERC❑ ❑LED FILE NAME 0i4190B.DWG SIZE B SOUND ATTENUATED LVL1 ENCLOSURE SCALE 1 -30 FIR D6,7L G17 ISSUE DATE 2/17/11 DVG NO 0J4190B REV B 4 I 3 IA1 I/11°' A l 1 1 I 1 B A UN TANK FITTING FUNCTION B A ' _- 191 TYP 2694 (01v1 TYP 1 3/8' WT COUPLING FUEL SUPPLY 2046 [8051 TYP 2 3/B' WT COWLING FUEL RETURN 1985 17811 0167 10661 HOLES 20 PLACES TOP 6 BOTTOM 3 4' NPT VELD FLANGE EMERGENCY VENT MUTER) 1814 171.41 0 4 FUEL LEVEL 1397 15501 TYP 5 2' NPT VELD FLANGE FUEL FILL -749 12951 TYP 0 0 6 4' NPT VELD FLANGE EMERGENCY VENT (INNER) 104 0 631 7 2' NPT VELD FLANGE VENT 8 3/4' NPT COUPLING DRPIN 906 13571 T —as __ameczaisalwass d 9 1/2' NPT COWLING LEAK DETECTOR .1 rl J ° 811 mil CAPACITY SH3V14 LITER TGALLO7S) VEIG141 S4WN KILOGRAM MUMS] LENGTH SHOVNN: MM (INCH3 UL 8112 LISTED 1 P 24f 19.61 68 _ 1 1661 TYP ° e ° a ° ° mil lJ e e o ° 11 10 e e �17 740 12911 TYP ©- `0167_01661_ I-49.6 0171 875 134.41 0 (TYP 0.111 NG TILES) 995 0 TYP 890 13501 F DIM . ' 1 I 1 I 0 5 f IU1 231 i-471) —1 U I J I I / & 1 LI I I 1 I 8 .1_ 7 L u IN 6701 94 13721 2278 IB971 2794 11301 5 33 V.6 Em �).... t� APPLIED TD mm Mom 1747. TANK P/N 0.184600103 0.1184801103 3J185000803 DO 'A' 330 631 635 1251 940 071 TOTAL TANK CAPACITY 360 (951 852 (2251 134 (3551 Efaillantilr GENERAL USABLE TANK CAPACITY 341 (9N B33 12203 IY5 1351) ............ -- DRY 9(390T TESTI 322 17093 473 (10423 629 U31341 TITLE INSTALL BASE TANK 06.7E C -GRP KUM. MARX SK131.1. PAM, 9841 MAI ISLE WE. 72/07/71 SHEI G� N° I °VGMO 0J4213 IA 4 3 I 2 NMI 6075 1 VT -KG 32119 5KET 1 If 1 I ! SUBMITTED BY THE VMC GROUP Aeroflex International Isolators I Amber/Booth I Korfund Dynamics I Vibration Mountings & Controls ( l_•.•_•_._•>v_111111 immu >• 111u>• uauu uuuuuuuuu111uuuuuuMMuuu uuuuuu>•mM1u•111uuuu11uuu11uuu111uu1 • umunu uuuuuuuuuuu mun uuuuuuuuuuuuuuuuuuuuuuuuuwuuuuuu uuuuu11uuuuu>• uuuuuuuMuuuuuuuu1111111uuuu1u111u1111»1uuuu i uuui Iu uuuuuuuuuuuuuuu�uuuuuuu uu��iu1• u >•u�>•��tu����uu���uu��u�uutu�l M IME= uuuuuuuuuuuuuuuuuuu uu uu111u■ 1111u111u11uul•uuuIMuuuuuuuuuuuuutl ._.__.__ ._i 111>•111111111111111ti•>•11111111111M11 r Concrete Installation Kit for Safety Guards H -2121 - Uline Page 1 of 1 FILE COPY Larger Text Hello, Sion in Here 1 Cart/Checkout: $0.00 HOME MY ACCOUNT ABOUT US CONTACT US HELP Home > Warehouse Supplies / Eauipment > Warehouse Safety > Safety Guards Concrete Installation Kit for Safety Guards ■Enlarge. Bolt Safety Guards and Dock Bumpers directly to concrete floors with these sturdy steel concrete anchors. • Kit includes 4 pre - assembled steel sleeve anchors with nuts and washers. MODEL DESCRIPTION ANCHORS wr. PRICE EACH ADD TO NO. PER KIT (Las.) 2+ CART H -2121 Concrete Installation Kit 4 3 $19 $18 ^I Aoo ❑O Additional Info Email Page Home Contact Us 1- 800 - 295 -5510 RECEIVED CITY OF TUKWILA FEB 1 3 23:3 PERMIT CENTER Shop Uline Site Map Product Index Jobs Shipping Boxes Plastic Bags Machine Guards require 8 anchors Request Catalog Privacy / Terms • Uline.ca REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 2013 City of Tukwila BUILDING DIVISION ,ORRECT ON LT R# Ni I 2A 1 http: / /www. uline.com/Product/Detail /H -2121 / Dock - Equipment/ Concrete - Installation - Kit -fo... 2/8/2013 4 1/2 x 36" Safety Bollard H -2118 - Uline Page 1 of 1 Larger Text Hello, Sian in Here 1 Cart /Checkout: $0.00 HOME MY ACCOUNT ABOUT US CONTACT US HELP Homq > Warehouse Supplies / Eauipment > Warehouse Safety > Safety Guard 4 1/2 x 36" Safety Bollard 0.More Images Prevent damage to valuable machinery from forklifts and pallet trucks. • Solid 1/4" steel construction. High - visibility safety yellow. • Sturdy, 4.5" diameter steel posts with removable black caps. Fill with concrete for extra strength. • Concrete Installation Kit available. MODEL MOUNTING WT. PRICE EACH ADD TO NO. DESCRIPTION DIAM. HEIGHT PLATE DIM. (Las.) 1 2+ CART H -2118 Bollards 4.5" , 36" 8 x 8" 23 $80, $75, 1 Irmo] Additional Info Email Page Horne Contact Us 1- 800 - 295 -5510 Shop Uline Site Map Product Index Jobs Shipping Boxes Plastic Bags Request Catalog Privacy / Terms Uline.ca RECEIVED CITY OF TUKWILA FEB 1 3 2013 PERMIT CENTER http:// www.uline.com/Product/Detail/H- 2118 /Warehouse - Safety /4- 1- 2 -x -36- Safety- Bollard 2/8/2013 January 25, 2013 Donal Barnes SME Inc of Seattle 828 Poplar P1 S Seattle, WA 98144 • City of Tukwila Jim Haggerton, Mayor Department of Community Development JaekPuce, Director' RE: Correction Letter #1 Mechanical Permit Application Number M12 -194 American Medical Response —13075 Gateway Dr Dear Mr. Barnes, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same tinie and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, 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 a"nd.will- not;be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician File No M12 -194 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 Tazkilvi aaoldorrtg Men Johannessen, essen, [Man Examiner Building Division Review Memo Date: January 17, 2013 Project Name: American Medical Response Permit #: M12 -194 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If.applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed_stanip -seal. Architectural design sheets and documents by a registered architect shall also have a current signed_stamp =seal. 1. The revised site plan now shows the new generator to be installed in one of the parking spaces (assumed to be asphalt). The engineer's packet specifies that the generator is t� be set on and bolted to a concrete base specified at 4000 psi. However there are no details or plans for a new concrete pad. Provide a plan with details and specifications for the new concrete pad consistent with the engineer's packet. Engineer's plan shall include specifications for special inspections of the concrete and bolting. Also specify method for anchoring the indicated bollards. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. { Donal Barnes From: Carol Lumb [Carol.Lumb @TukwilaWA.gov] Sent: Wednesday, November 07, 2012 1:41 PM To: John Walker Subject: RE: 13075 Gateway Dr. (AMR) John, Yes, the generator can be installed in the parking stall — we talked about parking and you indicated that the site provides more than the minimum required by our Zoning Code. Carol From: John Walker [mailto:jwalker @teutsch.com] Sent: Wednesday, November 07, 2012 11:11 AM To: Carol Lumb Cc: Nora Gierloff; Bob Benedicto Subject: RE: 13075 Gateway Dr. (AMR) Thanks Carol for the prompt response. My immediate follow up question is if the generator cannot be installed in the landscape island as you state, then I assume we can install in the parking stall located immediately adjacent to the landscape island. Please confirm. Thanks. John From: Carol Lumb f mailto :Carol.Lumb©TukwilaWA.govl Sent: Wednesday, November 07, 2012 11:02 AM To: John Walker Cc: Nora Gierloff; Bob Benedicto Subject: RE: 13075 Gateway Dr. (AMR) Hi John, RECENED MTV oprummu ,JAN i.0 .2013' PERMIT Gg! trep Thanks very much for your e-mail — I am about to go into a meeting, so I wanted to get back to you on your questions about permits and location of the generator in a landscaping island. I checked with our Building Official and senior plans examiner — installation of the generator will require a Mechanical permit and electrical permit. I believe these are on -line, but if not, I can e-mail them to you. On the location of the generator, the generator may not be installed in the landscape island as the landscaping is part of the approved design of the building and site. With our new Shoreline Master Program, landscaping in the shoreline jurisdiction, even if it is not immediately adjacent to the river, is an important feature. If this location is one that you want to pursue, then you can apply to revise the design of the site and we would review the request. I believe there is a fee for this review but would need to check. If you have questions, please give me a call or e-mail me. Thank you for checking with us on these issues. Carol Carol Lurnb, Senior Planner Departm en t of Community De velopin en t 1 /1 (I Citj of Tukwila • • 6300 Sout center Blvd, Suite 100 Tukwila, WA 98188 206- 431 -3661 From: John Walker [mailto:jwalker @teutsch.comj Sent: Monday, November 05, 2012 11:44 AM To: Carol Lumb Subject: 13075 Gateway Dr. (AMR) Carol, Thanks for taking my call this morning regarding the installation of an emergency generator for the storm pumps that serve our property as well as the cross dock facility to the south and the building to the west of us. I have attached an aerial of our property, locating the existing pumps and outfall and our proposed location of the emergency generator (I have also attached a photo of the pump equipment). The pump system is privately owned and operated. AMR is requiring the addition of an emergency generator as the parking lot has flooded in the past during the combination of heavy rains and a power outage, threatening to flood the first floor of the building and disrupting ambulance and 911 call center services. Our parking and the pumps are located within the shorelines buffer to the west of the paved bike path and are permitted nonconforming uses. My understanding of the 2009 IBC is that the concrete pad for the generator is exempt from a building permit (see section 106), however I believe you were going to check with the building department to confirm. It seems that the generator is an outright permitted use in the shorelines as a "support facility for ground utilities ". The proposed location for the emergency generator is in the parking landscaping island located immediately west and adjacent to the pumps. Let me know if you need any other reference information. Thanks for your assistance. John Walker Teutsch Partners LLC 2001 Western Ave Suite 330 Seattle, WA 98121 Main (206) 728 -1130 ext 268 Fax (206) 728 -0935 iwalker @teutsch.com http: / /www.teutsch.com/ 2 December 14, 2012 Donal Barnes 828 Poplar Place S Seattle, WA 98144 City f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Incomplete Letter #1 Mechanical Permit Application M12 -194 American Medical Response —13075 Gateway Dr Dear Mr. Barnes, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 12, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. Fire Department: Don Tomaso at 206 971 -8723 if you have questions concerning the following comment. Please clarify whether this is a replacement to an existing generator, or an additional generator being installed. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans (only the updated/changed sheets), 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall t Technician nclo res Fi :-M12-194 W :IPermit Centerllncomplete Letters120121M12 -194 Incomplete Letter #I.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 ,,r Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: December 13, 2012 Project Name: American Medical Response Permit #: M12 -194 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Provide a site plan that more clearly shows the location of the pad with dimensions of the pad and showing dimensions of its placement in relation to the building, property setbacks and other immediate site elements possibly affected for the generator installation. If there is to be a protective enclosure or bollards for the generator, show that as well with details. (see required minimum size sheets above) Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. Donal Barnes • •fL- v�ceENC� From: Carol Lumb [Carol.Lumb @TukwilaWA.gov] Sent: Wednesday, November 07, 2012 1:41 PM To: John Walker Subject: RE: 13075 Gateway Dr. (AMR) John, Yes, the generator can be installed in the parking stall — we talked about parking and you indicated that the site provides more than the minimum required by our Zoning Code. Carol From: John Walker [mailto:jwalker @teutsch.com] Sent: Wednesday, November 07, 2012 11:11 AM To: Carol Lumb Cc: Nora Gierloff; Bob Benedicto Subject: RE: 13075 Gateway Dr. (AMR) Thanks Carol for the prompt response. My immediate follow up question is if the generator cannot be installed in the landscape island as you state, then I assume we can install in the parking stall located immediately adjacent to the landscape island. Please confirm. Thanks. John From: Carol Lumb [ mailto :Carol.Lumb @TukwilaWA.govj Sent: Wednesday, November 07, 2012 11:02 AM To: John Walker Cc: Nora Gierloff; Bob Benedicto Subject: RE: 13075 Gateway Dr. (AMR) Hi John, RECEIVED Of,V OF TUK MLA JAN 10 2013 Thanks very much for your e-mail — I am about to go into a meeting, so I wanted to get back to you on your questions about permits and location of the generator in a landscaping island. I checked with our Building Official and senior plans examiner — installation of the generator will require a Mechanical permit and electrical permit. I believe these are on -line, but if not, I can e-mail them to you. On the location of the generator, the generator may not be installed in the landscape island as the landscaping is part of the approved design of the building and site. With our new Shoreline Master Program, landscaping in the shoreline jurisdiction, even if it is not immediately adjacent to the river, is an important feature. If this location is one that you want to pursue, then you can apply to revise the design of the site and we would review the request. I believe there is a fee for this review but would need to check. If you have questions, please give me a call or e-mail me. Thank you for checking with us on these issues. Carol Carol L unth, Senior Planner Department of Community Development 1 City of Tukwila 6300 Sou thcenter Blvd., Suite 1 ' Tukwila, WA 98188 206 -431 -3661 From: John Walker Imailto:jwalker @teutsch.comj Sent: Monday, November 05, 2012 11:44 AM To: Carol Lumb Subject: 13075 Gateway Dr. (AMR) Carol, Thanks for taking my call this morning regarding the installation of an emergency generator for the storm pumps that serve our property as well as the cross dock facility to the south and the building to the west of us. I have attached an aerial of our property, locating the existing pumps and outfall and our proposed location of the emergency generator (I have also attached a photo of the pump equipment). The pump system is privately owned and operated. AMR is requiring the addition of an emergency generator as the parking lot has flooded in the past during the combination of heavy rains and a power outage, threatening to flood the first floor of the building and disrupting ambulance and 911 call center services. Our parking and the pumps are located within the shorelines buffer to the west of the paved bike path and are permitted nonconforming uses. My understanding of the 2009 IBC is that the concrete pad for the generator is exempt from a building permit (see section 106), however I believe you were going to check with the building department to confirm. It seems that the generator is an outright permitted use in the shorelines as a "support facility for ground utilities ". The proposed location for the emergency generator is in the parking landscaping island located immediately west and adjacent to the pumps. Let me know if you need any other reference information. Thanks for your assistance. John Walker Teutsch Partners LLC 2001 Western Ave Suite 330 Seattle, WA 98121 Main (206) 728 -1130 ext 268 Fax (206) 728 -0935 jwalker @teutsch.com http://www.teutsch.com/ 2 HERMIT COORD COP. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -194 DATE: 02/13/13 PROJECT NAME: AMERICAN MEDICAL RESPONSE SITE ADDRESS: 13075 GATEWAY DR Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A -I A—W( 9 (s` -�3 Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 02/14/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ] REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03/14/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: •ERMIT COORD PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -194 DATE: 01/10/12 PROJECT NAME: AMERICAN MEDICAL RESPONSE SITE ADDRESS: 13075 GATEWAY DR Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention Structural I -z3�I 3 cVL mac, 1- ;1--13 Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ki Incomplete ❑ DUE DATE: 01/15/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route k Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/12/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) N, Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED. Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: V"I • PLAII&EiRE `/I 4ING SLIP ACTIVITY NUMBER: M12 -194 DATE: 12 -12 -12 PROJECT NAME: AMERICAN MEDICAL RESPONSE SITE ADDRESS: 13075 GATEWAY DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPA TMEN S: tip‘a, B I din ivision Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -13 -12 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: I /41q` �2 Departments determined incomplete: Bldg 1X1 Fire ❑ Ping ❑ PW ❑ Staff Initials:46rt" LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -10 -13 Approved ❑ Approved with Conditions. ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • City of Tukwila w Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa. us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M12— 194 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: American Medical Response Project Address: 13075 Gateway Dr Contact Person: i")oAJ PZ✓'vas Phone Num er: Summary of Revision: pfo \il d CO C \ 1 vl `i 1, 1cI3 nnCUk/t qtu2.171 13 2013 PFRMITCENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permiitt�Cente by: kEntered in Permits Plus on l/ \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 . Revised: r City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. the mail, fax, etc. Date: LA JAN 1 02013 HERMIT CENTER Revisions will not be accepted through Plan Check/Permit Number: M12-194 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued 111 Revision requested by a City Building Inspector or Plans Examiner Project Name: American Medical Response Project Addre 13075 Gateway Dr n• Contact Person: cs It l \ 2-ti SME INC. OF DEC 1 7 2012 RECL i .1 Summary of Revision: Phone Number: 20G, 5 ` • ( 12 /silA6 `l0(4A.e,c( Pic ( c2(fThs J P w dvtT s c �-e k 4h, 74--- u Ck�J►'�CZ v,PZ VIA K, vut P S Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 W.1 \'?' i Entered in Permits Plus on C:\ Users \jennifcr -m \Desktop \Revision Submittal Fortn.doc Revised: May 2011 Contractors or Tradespeopleonter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name D SQUARE ENERGY LLC UBI No. 603015280 Phone 4258882882 Status Active Address 1546 Boalch Ave Nw #70 License No. DSQUASE895DQ Suite /Apt. License Type Construction Contractor City North Bend Effective Date 8/9/2011 State WA Expiration Date 8/9/2013 Zip 98045 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DSQUASE91ORG D SQUARE ENERGY SYSTEMS INC Construction Contractor General Unused 12/7/2009 12/7/2011 Expired Business Owner Information Name Role Effective Date Expiration Date DUNAVANT, DON N Partner /Member 03/14/2011 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 Developers Surety & Indem Co 274538C 06/29/2010 Until Cancelled $12,000.00 08/09/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 Continental Western Ins Co CWP2926242 09/22/2012 09/22/2013 $1,000,000.00 09/25/2012 2 Continental Western Ins Co CWP2926242 09/22/2011 09/22/2012 $1,000,000.00 03/16/2012 1 Continental Western Ins Co CWP2926242 03/22/2011 03/22/2012 $1,000,000.00 04/20/2011 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 02/19/2013