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HomeMy WebLinkAboutPermit M16-0181 - SABEY CORPORATION - GENERATORSABEY CORPORATION GENERATOR 12201 TUKWILA INTERNATIONAL BLVD M16=0181 ON 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.Tukwi[aWA.gov MECHANICAL PERMIT Parcel No: 0923049120 Permit Number: M16-0181 Address: 12201 TUKWILA INTERNATIONAL Issue Date: 1/3/2017 BLVD BLDG B Permit Expires On: 7/2/2017 Project Name: SABEY CORPORATION - GENERATOR Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BL, SEATTLE, WA, 98168 Contact Person: Name: ROD BUTLER Phone: (206) 277-5241 Address: 12201 TUKWILA INTERNATIONAL 2014 BLVD FOURTH FLOOR, TUKWILA, WA, 2015 98168 2014 Contractor: 2015 Name: SABEY CONSTRUCTION INC Phone: (206) 281-4200 Address: 12201 TUKWILA INTL BLVD 4TH 2015 FLOOR, TUKWILA, WA, 98168-5121 2015 License No: SABEYC1033KM Expiration Date: 1/12/2017 Lender: Name: Address: DESCRIPTION OF WORK: EXCAVATE APPROXIMATELY 20 CUBIC YARDS. CONSTRUCT CONCRETE SLAB AND 30" MAXIMUM HEIGHT RETAINING WALLS. INSTALL 350 KW GENERATOR. INSTALL 3" ELECTRICAL DUCT AND FEEDER WIRE TO SAME LEVEL ELECTRICAL ROOM. ADD LANDSCAPE SCREEN. Valuation of Work: $245,000.00 Fees Collected: $3,002.62 Type of Work: NEW Electrical Service Provided by: SEATTLE CITY LIGHT Fuel type: Water District: 20 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature: Date: 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 regalat'ng construction or the performance of work. I am authorized to sign and obtain this development permit and agre ythe conditions attached to this permit. Signature: Print Name: P-0?D InU Date: 6 i' 625, 20 /7 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: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: 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) 2: 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) 3: 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) 5: 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 Marshal's Office at 6300 Southcenter BI, Suite 209, Tukwila, WA 98188, 206-575-4407. 6: All flammable/combustible liquid tank installations and piping shall comply with 2015 International Fire Code Chapter 57 and NFPA 30. 7: Generator installation shall comply with NFPA 30, chapter 22, NFPA 31, NFPA 37, NFPA 110, NFPA 111, and manufacturers installation guidelines. 8: A stamped licensed engineers letter may be submitted to the fire inspector at the time of inspection certifying compliance with the referenced code requirements. 10: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 11: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 9: Contact The Tukwila Fire Prevention Bureau to witnt-ss all r,&quired inspections and tests. (City Ordinances #2436 and #2437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 14: 'BUILDING PERMIT CONDITIONS' 15: 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. 16: 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. 17: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 18: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 19: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL CITY OF TUKW1,,A Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ' http://www.TukwilaWA.gov Mechanical Permit No.� Project No. 1 /n Date Application Accepted: Date Application Expires: L —f —17 (For office use onl),) 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 Ze7 C,) I IL W 1 I Q, U)?,, 1\1 � I 1 0 t^i dj t" �jL U .ID King Co Assessor's Tax No.: Site Address: ('L TV i -41-1-- I C) Suite Number: Floor: Tenant Name: �a� E`� C rt, Pb 1L lz Tl 3j ti New Tenant: ❑..... Yes No PROPERTY OWNER Name: S& 1 j)1 C-ZV1,r Address: 1-4 1 ©I —N VW iup jV-� L Lv City -1-D � I L,!A Staty A Zip9g CONTACT PERSON — person receiving all project communication Name: F--CL� Address: �b 1 n L� bS Q'� J E— City:j � � State: 4!),Zipg $l b Phone: ']A f ' q 1'? s -T Tax: -INb � ( 0 -2 Email NLD �b''I -e C"Ov" Valuation of project (contractor's bid price): % A- + �� Describe the scope of work in detail: EK -;'�l YT --T4 \ t tA ), 4". C, W -P L(-- 7-� 0-3 r_> I r -dam ra.1 MECHANICAL CONTRACTOR INFORMATION Company Name: C-- e; Address: i no ( City: f'VV 1 Z-13 State: Vvf� Zip: 5 b( (p Phone: ;�D �0 2%� �� )Fax: (_., V I b Contr Reg No.: Exp Date: Tukwila Business License No.: C� w3 ?-yu C-� C'°r' c k 1e- F.b 0 s� 1LV,� S-r>Pr r-> <�E—V-t,- P b - Use: Residential: New.......... ❑ Replacement........ ❑ Commercial: New.......... ❑ Replacement........ ❑ Fuel Type. Electric...... ❑ Gas ........ ❑ Other: t-->( '� L H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 1 of 2 bh W 01 0 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >I 00k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit <10,000 cfm 65 dB(A) Unit Type Qty Air handling unit >10,000 cfm Residential, Nighttime Evaporator cooler Industrial Ventilation fan connected to single duct 55 dB(A) Ventilation system 57 dB(A) Hood and duct Commercial Incinerator – domestic 47 dB(A) Incinerator – comm/industrial 65 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency enerator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Industrial Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 h /500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ h /1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-IOPM, Monday through Friday and 8AM-IOPM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: Warning devices; Construction and property maintenance during the daytime hours (lam -I Opm); Testing of backup generators during the day. 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 1.80 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 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 AUT-HOREZED AGENT: Date: 17— i ' / )o Print Name: F-Ft:� 1�) U T1o� Day Telephone:'y- 7 Mailing Address: 1'7770 1 ► " Y -w 1 L43 10-1-L, I wt> ! `� � � t.i ��� 4P City State Zip' H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 2 of 2 bh DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK $69.87 M16-0181 Address: 12201 TUKWILA INTERNATIONAL BLVD BLDG B Apn: $69.87 0923049120 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 MECHANICAL $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 TOTAL FEES PAID BY RECEIPT: 111050"�' t`W A Date Paid: Wednesday, January 25, 2017 Paid By: SABEY CONSTRUCTION INC Pay Method: CREDIT CARD 640505 Printed: Wednesday, January 25, 2017 2:34 PM 1 of 1 SYSTEMS DESCRIPTIONS ACCOUNTQUANTITY PAID PermitTRAK $3,002.62 M16.0181 Address: 12201 TUKWILA INTERNATIONAL BLVD BLDG B 0923049120 Apn: $3,002.62 MECHANICAL $2,887.13 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $2,277.20 PLAN CHECK FEE' R000.322.102.00.00 0.00 $577.43 TECHNOLOGY FEE $115.49 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9954 R000.322.900.04.00 0.00 $115.49 $3,002.62 Date Paid: Thursday, December 01, 2016 Paid By: SABEY CONSTRUCTION INC Pay Method: CHECK 54170 Printed: Thursday, December 01, 2016 1:34 PM 1 of 1 Cp SYSTEMS INSPECTION RECORD ® Retain a copy with permit lle t w l INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: C�v�'�e�9-�2 Type of Inspection: rN--#MhC,+L Address: `Z 245 / %'77 Date Called: Special Instructions: Date Wanted: Requester: Phone No: Inspector: 157 1 Date: //—/—/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD I n2Retain a copy with permit I/Ml( � ���'' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: 7y f Inspection: Ajcar &LALL Address: Date Called: r Special Instructions: Date Wanted: L=Y y nsa2 3 1.7 Requester: Phone No: &6, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD v Retain a copy with permit } INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: sfl-81TY PRP,-64UZ 1 6®,JCRff7j5 Address: Date Called: Special Instructions: Date Wanted: a.m. -i7 J3 L))-1-7 Requester: RC -1 1) t3tJTt_�/� Phone No: INApproved per applicable codes. I LJ Corrections required prior to approval. COMMENTS: 11-PPA6 Off L, (Inspector: �5 1uate:.-2—/1-/7 I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i INSPECTION RECORD L j Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Contact Person: Suite #: 1,07el T // Pre -Fire: Special Instructions: Phone No.: -lo ,Approved per applicable codes. COMMENTS: 1-1 Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:, z-� Date: /(,�Z 711 .7 I Hrs.: /. a ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. uming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD ` Retain a copy with permit r Y] I S INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: r �-4— S `Z l ! !� Contact Person: pt__6 Suite #: Pre -Fire: Special Instructions: ` Phone No.: -ZA - 4 -F Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 6 VL --72- -_t _I-- !% --y; L G cyw' L Ir Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:�tl�; — Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 'ILC REVISION, -,NO,,-'l REVIEWED FOR 'CODE COMPLIANCE APPROVED JAN 2 5 2017 City of Tukw BUILDING DTVI 6" C.I.P. WALL #4J VERT. @ 12"OG #4 HORIZ. @ 12"OC #4 @ 17 -OC EA. WAY TOP & BOT.. a a / 2" CLR 0 Aad 1 FREE DRAINING FILL CITY OF TUKWILA JAN 20 2011 GENERATOR PERMIT CENTER B / WALL SECTION 3/4" =1'-0" Q AS NOTED 01-11-2017 01sl r*%, r SABEY 1NTERGATE WEST DWN: D.G. BUILDING B 12201 TUKWILA INTERNATIONAL BOULEVARD qo w SEATTLE, WA. 98168 y ENG'D: D.KAEMING JOB NO: 09045016 GENERATOR SLABMALL SECTION ` q .� , IV 218,4 1_LTT IGN, ;�" DATE: 11-21-2016 Engineers Northwest Inc., P.S. SHEET: 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522.6698 i� www.engineemnw.com 1 FIL c REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2016 City of Tukwila BUILDING DIVISION 6" #4 @ 12 -OC EA. WAY TOP & BOT, GENERATOR SLAB / WALL SECTION 3/4" = 1'-0" 01 n FREE DRAINING FILL CONT. FTG. DRAIN RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER SABEY INTERGATE WEST BUILDING B DWN: D.G. 12201 TUKWILA INTERNATIONAL BOULEVARD SEATTLE, WA. 98168 , b ' :, .' ENG'D: D.KAEMING y! _ JOB NO: 09045016 GENERATOR SLABMALL SECTION ! 'j rr 21 ' AL = f� -crldNAL�'1� DATE: 11-21-2016 Engineers Northwest Inc., P.S. SHEET: 9725 Third Ave NE, Suite 207, Seattle, WA 98115 i Ph: (206)525-7560, Fax: (206)522-6698 `.� �%S1 www.engineersmmm 8.00 ------------------------------------------------------ _7:4 -------------------------------- - --- pil-yy j II II 99.00 ENCLOSURE"lrT I HEIGHT I In_ ll I 16 I 1 irom I ' Is Do 47 a all �, I `V------- 0 0 ---- -----`V all I � I ® 1 I C I I I 44.00 1 44.00 44.00 412.00 12.00 78.00 1 1 03 7 156.00 BASE LENGTH 170.00 MAX. BASE LENGTH 36.31 12.00 151.9 rILM ED KWILA DEC 012016 PERMIT CENTER O1 CENTERLINE OF CRANKSHAFT 02 CENTERLINE OF ENGINE 03 REAR FACE OF BLOCK 1. MOTORIZED INTAKE LOUVER, 240 VAC,SPRING OPEN, MOTOR CLOSE 2. GRAVITY DISCHARGE LOUVER 3. (4) 36"W x 72"T SINGLE ACCESS DOORS 4. 150/175 GALLON FUEL TANK/RUPTURE BASIN BASE 5. 2" MANUAL FILL WITH PIPE CAP 6. SIGHT GAUGE WITH KICK GUARD 7. FUEL TANK DRAIN 8. RUPTURE BASIN DRAIN 9. EXTERIOR FUEL TANK VENT 10. EXTERIOR RUPTURE BASIN VENT 11. 1" NPT FUEL INLET AND OVERFLOW TO TANK, EXTENDED TO ENCLOSURE WALL 12. (2) 1" NPT SPARE TANK COUPLINGS 13. LOW FUEL LEVEL SWITCH 14. RUPTURE BASIN ALARM 15. SWITCHES TO ACTIVATE REMOTE FUEL PUMPS 16. 10 GAUGE FLOOR PLATE 17. 4 -POINT LIFTING EYES 18. (4) 0.88" CUSTOMER MOUN1 HOLES EACH SIDE OF BASE 19. SILENCER BRACKETS 20. EXHAUST FLEX 21. ROOF SKIRT 22. 90' ELBOW WITH RAIN CAP 23. NELSON EXHAUST CRITICAL EXHAUST SILENCER, #44780 24. BATTERY RACK WITH CABLES FOR (2) SD BATTERIES 25. EXTENDED OIL AND WATER DRAINS WITH VALVES 26. EXTENDED FUMES DISPOSAL TUBE 27. SPRING ISOLATORS -ACE 1209-H (2 PER SIDE) 28. BATTERY CHARGER 29. CAT 600 AMP CIRCUIT BREAKER KIT 30. ELECTRICAL CONDUIT STUB -UP AREA THROUGH BASE 31. RADIATOR ACCESS CAP NOTES: 1. 14 GAUGE BOLT TOGETHER ENCLOSURE CONSTRUCTION 2. STANDARD ENAMEL PAINTING MAB 074 LINE - CUSTOMER TO PROVIDE PAINT COLOR 3. 50% CAT ANTIFREEZE WITH COOLANT CONDITIONER 4. GROUND STRAP FROM GENERATOR RAIL TO ISCO BASE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2016 City Of Tukwila BUILDING DIVISION MI6 -0181 m/zs/oo AS -BUILT cc 2 D/29/o0 CHANGED ENGNE OUTLINE TO WIDE BASE 3/1/00 CHANGED REFERENCE AND E -E OUTLINE WITH NARROW BASE REV.1 DATE DE -TION: BY ESTIMATED DRY WEIGHT, 13.472 LBS. j INTERNATIONAL SUPPLY COMPANY ESTIMATED WET WEIGHT: 14,720 Les. .11 OVERALL LENGTH: 170" �ry [meq; x.rrDCR. - IS ARBROS-WASHINGTON D.C. OVERALL WIDTH: 80" V.0. NUMBER: DATE SCAIE: OVERALL HEIGHT152" : / 12/29/99 1=20 l/ DRAWN BY: ISCO W.O.R MAWND HO.: REV. NO.: NOTES: 1 O JSC 8017 99012213 3 SALES --er: ENw<EnwG AVwTwx er: TInE. 3406 PKG GEN SET, 350KW WITH ENCLOSURE p AND 150/175 GALLON FT/RB BASE WITH CAT 600 AMP CIRCUIT BREAKER KIT 8/1/2017 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director ROD BUTLER 12201 TUKWILA INTERNATIONAL BLVD FOURTH FLOOR TUKWILA, WA 98168 RE: Permit No. M16-0181 SABEY CORPORATION - GENERATOR 12201 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: 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 9/2/2017. 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 9/2/2017, 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, W ipley Permit Technician File No: M 16-0181 6300 Southcenter Boulevard Suite #100 0 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of ?Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director August 21, 2017 Rod Butler Sabey Corporation 12201 Tukwila International Blvd — Fourth Floor Tukwila, WA 98168-5121 RE: Request for Extension #1 Permit Number M16-0181 Dear Mr. Butler, This letter is in response to your written request for an extension to Permit M16-0181. 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 March 2, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. M] 6-0181 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Rod Butler <RodB@sabey.com> Sent: Monday, August 21, 2017 7:21 AM To: Bill Rambo Subject: Permit M16-0181 - Stand by Generator Hello Bill, I received a letter for the city letting me know my permit will expire 9/2/17. 1 would like to extend this another 180 days due to the fact that I have been required by fire dept. to add a fuel alarm and fuel spill guard that did not come with the generator. I received the fuel alarm but am having difficult time find a spill guard that fits. Do I need to submit a formal letter or will this email be sufficient for the permit extension? Rod Butler Project Engineer SABEY CONSTRUCTION 12201 Tukwila International Blvd. 4th Floor Seattle Washington 98168-5121 Direct 206 277 5241 1 Mobile 206 473 0290 Email rodb@sabev.com Main 206 281 8700 1 Fax 206 282 9951 www.sabev.com Connecting People &Ideas � Request for Extension # SS EY Current Expiration Date: —_1-7 Extension Request: Approved for days ❑ Denied (provide explanation) Signature. Initials RECEIVED CITY OF TUKWILA AUG 2 12017 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director December 15, 2016 ROD BUTLER 12201 TUKWILA INTERNATIONAL BLVD FOURTH FLOOR TUKWILA, WA 98168 RE: Correction Letter # 1 MECHANICAL Permit Application Number M16-0181 SABEY CORPORATION - GENERATOR - 12201 TUKWILA INTERNATIONAL BLVD Dear ROD BUTLER, 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 time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: KC ELLIS at 206-431-3677 if you have questions regarding these comments. • - Provide concrete and rebar specs. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, 1�— "- 1'—�l Bill Rambo Permit Technician File No. M16-0181 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0181 DATE: 01/20/17 PROJECT NAME: SABEY CORPORATION - GENERATOR SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: 47� Ale Building Division � N��' Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: AtA A? Fire Prevention Structural ❑ Planning Division Permit Coordinator M DATE: 01/24/17 Structural Review Required ❑ DATE: DUE DATE: 02/21/17 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPT. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0181 DATE: 12/20/16 PROJECT NAME: SABEY CORPORATION - GENERATOR SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: V -(F AWL Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 12/22/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/19/17 Approved ❑ Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COCRD COPT PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0181 DATE: 12/01/16 PROJECT NAME: SABEY CORPORATION - GENERATOR SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ter Coq.,.,i:�11� �to� A"WL Building Division Fire Prevention Planning Division Public Works ❑ Structural ❑ Permit Coordinator 1A PRELIMINARY REVIEW: DATE: 12/06/16 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ DATE: DUE DATE: 01/03/17 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/1812013 PROJECT NAME: S Corp - Gfv\VfJWPERMIT NO: �� t 6.— Q 19) 1 SITE ADDRESS: war` 1✓I ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS SurnInary of Revision: y,n fe V7� Received by: - REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Summary of Revision: Received by: (please print) REVISION DATE RECEIVED NO. STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.gov REVISION SUBMITTAL 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: 6 ❑ Response to Incomplete Letter # FResponse to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: a 67,1 S fib u o PS Li C� 6-- W l;'12b b Project Addre4_22-kD ±l1 )^L-� 10 7—• L t � R L 0 d�) Contact Person: F r�:, -8 U 7—Lk--"n-- Phone Number: 'r1-'13 7 62 � d Summary of Revision: e v G h I l U Lt a---- Mv� IT� V-2DrY r-> Fb tZ Lic, N 0l - c-- RECEIVED JAN 2 0 2011 Sheet Number(s): I ' C7' j "Cloud" or highlight all areas of revision including date of revisi n Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:\Perma CenteATemplatesTorms\Revision Submittal Form.doc Revised: August 2015 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.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be aceepfed throe. h the mail, fax, etc. Date: 11 -so' u l i�p Plan Check/Permit Number: M16-0181 ❑ 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: Sabey Corporation - Generator Project Address: 12201 Tukwila International Blvd Contact Person: F%o C '90T U YL--- Phone Number: lx)o ' o+-7,7 ' 5;2-4' 1 Summary of Revision: _ Qo a6 C> C-4 16W McaL-- WU TIS S p,,OCYIiFiSS Go N "[' �� A (2-, RECEIVED CITY OF TUKWIL 2 D 2016 PERMIT CENTER Sheet Number(s): I G - "Cloud" or highlight all areas of revision including date of revision C Received at the City of Tukwila Permit Center by: Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: SABEY CONSTRUCTION INC (0 Washington State Department of Labor & Industries SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC Home Espanol Contact Safety & Health Claims & Insurance 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County WA UBI No. Business type 601 532 164 Corporation Governing persons DAVID A SABEY JOHN D SABEY; PATRICIA SEWELL; SABEY CORPORATION; License Page 1 of 2 Search L&I r A-Z1ndex help My LU Workplace Rights Trades & Licensing Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ................................................... _ ..................... Meets current requirements. License specialties GENERAL License no. SABEYC1033KM Effective — expiration 05/14/1997— 01/12/2019 Bond ._........_.. HARTFORD FIRE INSURANCE CO $12,000.00 Bond account no. 52BSBCQ3983 Received by L&I Effective date 12/20/2004 12/31/2004 Expiration date Until Canceled Insurance ............................. National Fire Ins of Hartford $1,000,000.00 Policy no. 2094061165 Received by L&I Effective date Help us improve https://secure.lnima.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 01/03/2017 �� f00 ---• iL0 -•�_ _ �1� �- 170 50 zz: �c %a_-- `' , - - . o I 5 , ----- •1- I -- LocATio MAP _-_____ „_ , �� o �_ 11 SCALE:1 -100 --� ----------------- -- JI 97 X15 C2� 97.50. >. TW --- --- O % GENERAL NOTE ZiXX x 11 11 �'' ' I.� #4 HORIZ rebar @ 12" O.C. 2 - - - - - - - 2 s" 18'TYP. 18 8 2 CLR. 0 - - - - - - - - - 95.25 95.25 FS -GB I FS -GB 8 1. DESCRIPTION ----- - - - - 1% 1% i 11 11 11 Building Name & Site Location - Sabey Intergate West Bldg. B - 12500 Tukwila Intl: Blvd: - Seattle, WA ` #4 L VERT rebar @ 12 O.C. O2 lj CAST -IN-PLACE CONCRETE _ �x - CAST -IN-PLACE OF FIELD ;1 F c - 3000 PSI FOR ALL CAST IN PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED. ON THE BASIS _ � h•-=- ,._:.s,.�•',...�,��«�:....- „r..�,. _,.,�;.�_:__�'-ls_ .� = c�'.�;-x=_ ';,�,,�.� Wiz, _ �,... EXPERIENCE AND/OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIREDIXXXXX - - �.• FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE 14 �' / " H CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE stamp MIX WITH 4 MAXIMUM SLUMP WHICH 5 WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1-1/2% TOTAL AIR.CONTENT.FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES:' LIMIT WATER -CEMENT RATIO TO .45 AND USE TYPE V 13 #4 rebar @ 12" O.C. both ways CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAYBEUSED TO INCREASE EXISTING 4" PVC STORM DRAIN PIPE WORKABILITY WITHOUT INCREASING WATER -CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS PROFILE V 1'=2' 23.13 INV 4" PVC FOR CURING. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON scale: 1 -2 ( ) ARCHITECTURAL DRAWINGS. 350kW STAND BY GENERATOR REINFORCING STEEL - - _• t, ?:.A'ES:.. bS x k?".C,'^..„5.. , - .. .: �-. .,< kir»'x.R7kdnXS.,:.,,T'T�,:w,"%.�<�.�,,....:�.Y?"Yua.<.^�",ax".,s"`�'«7".."+c;i.Efi"PC"sic..'EU"`...�•i.,.....3.'�5�:„;c5'Se tj..,:as.., ., '�„ - USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy-60,000 PSI). LAP t 1 11 .. ## ,«• �,F is !. y.I i�, SCHEDULE, 2 -0 MIN. UNLESS NOTED OTHERWISE. PROVIDE CORNER E CONTINUOUS REINFORCING BARS PER -•--.,.• •. w 94.50n :. 94 50 .E s w it � ,,:. ..: #gt...... .,.....T<:,.;.....w....,,.�,..;,«,�.�".�..wfi..,..,.µ,.>..,,. r'^.., ,.. .x.c.,.n.:,......m,,...b Y:...:,�,. c�, ;,, 6;.rY.....,.....z:.,.:..,.,�,�,a.,,a,.�.,.»,z3s:z.,..w,..,,e1....-.w.r:,:».,..�.,:e.,.�.,#,,.s, «,.. `c.,.>..arxx1 ..,,. h Ma, ,..; +m�}:3 .» BARS (2'-0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL' STEEL. IN ACCORDANCE WITH ACI Y , u r_, protect " OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED FABRIC - FS FS - 6' a" MANUAL OF STANDARD PRACTICE Al (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACL HOOKS EXCEPT 1 7 u §v STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. _.. z..:. I «�-��.,��.m:r..u,N:r � �...,.�..,�,...... �mr„>-..u,.�.�x�.�...w.>�a s.m��.r�#.�..a�_.H_,.�.�a..,_..., ,s Na,_.��� ..�..., _,�....,.. (96.67),.. n '" 95.25 x ��- COVER TO REINFORCEMENT:U� n � ONPRESTRESSED CAST -IN-PLACE CONCRETE INCHES TC�x.,... _...._,,.,,�� u N FS -HP D III w. w.,<,�;:.�.,a.;_.:<. --\ ,s:.u..,...,...r.,a,...,_3,,.. PERMANENTLY EXPOSED TO EARTH...................:........................3 , . • • . CAST AGAINST AND � �:, : _ OWN - FORMED SURFACES GER.......:.:.............:....:...2 / EXPOSED TO EARTH OR WEATHER.:...........:.#6 AND LAR ' • ' �•% •�� �� � 95.1.1 >< Irl I I I 5 FS #5 AND SMALLER ....................... 1-1/2 `, 97.15 95.,1>7 : ROUND` I :. \ , NOT EXPOSED l O WEATHER OR IN CONTACT WITH G .a. A FS _ 3.15 I I 3.15' 0 �� 97.50 � AND LARGER.........:. 1-1/2 _` TVi� \ 95.25 III l CAMPUS MASTER: SLABS, WALLS, JOISTS...................................14 A I . 95.25 9 13 I 96.94) \ #11 AND SMALLER ......................... 3/4 I I 5 25 5 25 TW \ .S F rade br ak I FS FS 1 INTERGATE WEST BEAMS, COLUMNS TC I I i / .; ;=--- ---- - -- - --- g--- -- _�!� - ---- �. . i. j _ PROPOSED STAND PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS..............................1-1/2 96.44 i J' 1 15 .,: r _I- 3.00' Fs BY GEIVEi�?ATOR PRESTRESSED CAST -IN-PLACE CONCRETE (APPLIES TO PRESTRESSED AND NONSTRESSED REINFORCEMENT, -� ..1I� o � / DUCTS AND END FITTINGS) 1 I ' . - - -�� I I / PLAN CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.....................................................3 1 97.15 9 .15 95..4 - - - - 1 9 I 12201 TUKWILA INT'L BLVD. .FORMED SURFACES � I I FS S • � • • :• .::•:: F �• - - - - ® I c � EXPOSED TO EARTH OR WEATHER I 1 C` .1. , , �` SEATTLE, WA SLABS, WALLS, JOISTS......................:...............................................:.................................1 _ 1 I • • • 12 .. 11 ,1 I � ° Z\ 98168 O OTHERMEMBERS............................................................................................................1 1/2 I I16 - NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND s I .:. n YI _ - - 1 i I ( - I ; ' 12.50' 97.14 .. .. .. .. �, - - i SLABS WALLS JOISTS ....................................................... ; 171 BEAMS, COLUMNS I TC 95.10-0 L 11- 0 PRIMARY REINFORCEMENT.................................................... ..........:......1-1/2 m TIES STIRRUPS SPIR ALS. / 96:64 I 0 - Z. 9 I I �I : --r v i 97.15° 97.15 SHOULD THE REINFORCING SUPPLIER AND/OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY FS F$ �.>. _ _ : • ' 11 _ I I x;.. - I i - REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS. #4/#13 NO TC EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE 1 I I -F SUPPLIER AND THE GENERAL 1 r-' I \ IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING� III •• •��I�•: •95.00 •• , �-- J c�i A T THE SAME AREA OF STEEL AS Ice e �,,, - - - - - -grade break - - - :... .' FS:'•. " .: , CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LES , ���� KKK.., � - - - - ,= � 2 - - - � - - - - f.i t 97.15qrgnfr 1.8.5,.:..:: 97.50 THE IMPERIAL. I�� 5.06 94.93 TG TW 95.25 13 11 �� s.'r,;� .••• :::•9.5:25.•:•:' .;.:.::..: •• ... FS / 93.15 INV - 4" 1 TW car I Aniner%ADD -rn Dl=hAAini .. �.�. FS 1%, ( ) I `': ' ..F:� 10/: :: : 1 .. (97.03) 1 � ,�- --� -- . _ , , ® � f REV. # 01-20-2017 QEX. 4"PVC STORM DRAIN PIPE AS -BUILT LOCATION. WILL INTERFER WITH REBAR AND CONDUIT. ELIMINATE 1 CATCH BASIN AND REVISE GRADES REMOVED RAMP ADDED STEPS CONSTRUCTIO N NOTES AND QUANTITIES jPROGRESS DATE: 12-20-2016 TC $� a���?4*.", i ��',�, : f�#:;�. 3 a 2 s 1 � „ a 4 , DESCRIPTION 1 is n DRAWN BY. ROD -BUTLER .r,k.STANDBY GENERATOR W/ENCLOSURE CAT C9 MODEL .................................................... , .. ....,�•r..,. � �.. i zft - - CHECKED BY. KEN STIC L EY ------------------- RS - -RF 2 _ CONSTRUCT C.P ONCRETE RETAINING WALL 30 MAX HEIGHT.... 185 SF , APPROVED BY. KE - TICKLEY ..............:........................:........... 14 EA LANDSCAPE SCREENING _ ALBERTA SPRUCE OR EQUAL, 2OC.I I r 15 EA 4 - 3" CONDUIT HANGERS....................................................................................................................:...... - - - ----------- (97.30)TC � � 5 - 3" PVC ELECTRICAL CONDUIT ....................125 LF (93.13) INV 4" .-.I ; 15 (TYP) PROJECT NO:16-2-211 j 6 - 6" PENETRATION THROUGH EXTERIOR WALL ................................................. ..................... ...........1 EA WALL OF ELECTRICAL ROOM ...............................:: ' I TY F TUKWILA LE. 7 6 SLEEVE THROUGH NORTH :..1 EA Al CI RECEIVED FI .......... ........ � � End of ex. pipe o .I C Capp , C 1 - -8---'1�-cEliriTL'l�lT�"Tcr-�I AI,-r��,.,1w��T1'r7v7^:-vF� Ic7�'li-N 4^LT - 0 I I U) 1.33' OF 4" PVC C-900 DRAINAGE PIPE ����•������ ����•���� ���•�����������-�����• ��� EXISTING SIDEWALK TO REMAIN . 9 CORE SLAB FOR ANCHOR BOLTS..............................................:..............::...:...................:..... ..:.....14 EA N 2017 10 - INSTALL R3 JUNCTION BOX AND MOUNTING BRACKETS........................................................ 1 EA tl ( I �A 2 0 All drawings and written material appearing herein, constitute the origins 11 - INSTALL 9"X9" INLET W/TRAFFIC GRATE w/4" PVC CONNECTION PIPE..........................................2 EA p� and unpublished work of the Sabey Corporation and the same may no PERMIT CENTER be duplicated, used or disclosed without the written consent of tht ;I 1 97.02 (97.20 I i (97.32)REVISIO ,4, 1 V �,��ii / Sabey corporation. 12 - CONSTRUCT 4" THICK CONCRETE LANDING AND 6"x11" STEPS .......... .............................. .....:...40 SF (96.91). 'I- - - - - --------- ( )A ) TC1 __---TC TC I TC r: 13 - CONSTRUCT 12" THICK CONCRETE SLAB W/ REBAR REINFORCEMENT.....................................250 SF - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - - - - - - - - --- - - - -- - --- - - - - - - - - - - - 14 - CONSTRUCT 6" THICK GRAVEL BASE COURSE .............................................:. ... ....125 SF - - - - - - - 15 - REMOVE AND REPLACE INTERFERRING SECTIONS OF EX. IRRIGATION SYSTEM......................25 LF - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - 16 - PAINT GENERATOR ENCLOSURE TO MATCH EXISTING GENSETS ON CAMPUS............................::LS I �; _ PROPOSED 17` LIGHTS AND ELECTRICAL OUTLETS BY ELECTRICAL CONTRACTOR ................................. ....LS B 18 INSTALL 3/" ANCHOR BOLTS....................................................................................................... 14 EA i STAN D- BY EXISTING LANDSCAPE NOTE:OPTION I I _ PLAN VVENERATOR PLAN e: 1 -2{ tJ - CONTRACTOR TO REMOVE PLANTS, SHRUBS AND II; AND SECTIONS TREES WITHIN LIMITS OF WORK AND REPLANT UNDER 350 kW STAND BY GENERATOR THE DIRECTION OF SABEY PROPERTY MANAGEMENT. j SHEET 1 OF 1 SHEET INS ..,�;fes -�. ��� '^.= _ - == ro P,_ -Al 170 60 `� � - -`- ---- ---- ren yTM Rig COPY Permit 1140. Plan rev{ tai +. .f ` 0 is subject to errors and omissions. Approval of con irfl#i'10n IJOC lmonts does net autno"a the violation 01 a! ly adopted dodo or ordinance. Recoipt of approved Fief Cody -and conditions is acknovOadcad: By: Date: � r � b 3 City of Tukwila 11ILDING DIVISION 10 SABEY CONSTRUCTION seattle, washington 206.281.8700 sabey.com ign consultants )LMES ELECTRIC ) BOX 338 :NT, WA 032 3.,479.4000 - - - I I REVISIONS - - 1- -1- - - - - - - 0 _ _ I 5 t o c anges shall be made to the scope q - - - - -, I o t'`^ iac•t^,�ithr?I t {prior approval of LC�CAT� 0 MAP I o o ° I ,ta S�llydin ' r�_, 'dingDivision. SCALE: 1 "=100' j� �+ le + ° 0,2 s vdiil require a rawlap P submittal _� 97.50 E nd May include additional plan review fees. 7 5 C' �"', r, -Pl. n TW , ��.I , STC Prrr,iUIIT FOR: L ---- J ----- L 1 ----- - - � ❑ MschaniC 1 ?1GENERAL NOTE �lectricalX'#4 HORIZ rebar @ 12O.C.2 ss„ 2 C TYP. GkPtumbinq95.25 95.25 as Piping - - - - _ FS -GB I FS -GB 1. DESCRIPTION ---------- -____ _ 1% 1% I rr i3; yofTukwila --•-�- �+ #4 L VERT: rebar 12 O.C. 23,;;_I,F�,�� Building Name & Site Location - Sabey Intergate West Bldg. B - 12500 Tukwila Intl. Blvd. - Seattle, WA I �- @ a DIVISION I � � 1�•�;rr I CAST -IN-PLACE CONCRETE F'c = 3000 PSI FOR ALL CAST -IN-PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED , ��• FOR EACH METHOD., MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN�'•. 13 _ _ _ _ _ _ . _- _ _ _ (ANNINC APPROVED WORKABLE ACCORDANCE WITH ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WOR` x - 14 p MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE lk;,!o ch angeS Can be made. to these stamp WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1-1/2% TOTAL AIR CONTENT FOR CONCRETE 13 #4 rebar 12° O.C. both was ! plans without approval from the EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER -CEMENT RATIO TO .45 AND USE TYPE V 5 O �' Y CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%: Panning Division of DCD ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE PROFILE VIEW _ p y - r ' WORKABILITY WITHOUT INCREASING WATER -CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE .SPECIFICATIONS_ scale: 1' Approved B �'--- FOR CURING. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON p I Date. ARCHITECTURAL DRAWINGS. r 350kV� OTAND BY GENERATOR .l .r.. REINFORCING STEEL - USE DEFORMED CONCRETE. REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS PER SCHEDULE, 2-0 MIN. UNLESS NOTED OTHERWISE. PROVIDE CORNER I I{ I 94.50 r } 9 0 ,u...iti..�,,...>.s::.>..;.5.:'�... °..'.<S a,'•�'4..>..._..::,.,,..,.,..:...>-,>..,_.._T'.,,..,.,.>:z,.3�'..�;,�'_...,,«. C . i>..:...:.:......u.a,>,.aW,.>,..�.,mwk.�,..>�5"ai'�".,..,.,.n,....�%., �,,...,s.,..,..,...,.._..,,�.,>,.a�.o.,.>„�s BARS (2'-0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH ACI r FS I g. project MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC r I FS i 95.06 TG (~` (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT t 17 11 _ STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. t r _ .__.. ry w. COVER TO REINFORCEMENT. 96.67 NPRESTRESSEDCAST-IN-PLACE CONCRETE INCHES TC : CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH..........:.............::..................3 FORMED SURFACES ,. �.. -. -. _.._.. ___..:. � _......, ................. �; � \. ° - 1 /0 1.5 /0 95.20 - EXPOSED TO EARTH OR WEATHER...............#6 AND LARGER................................2 / I� E #5 AND SMALLER ...:.....................1-1/2 i `I 1 97.15 95.20 FS NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND lu I \ ! ' 97.50 / O TVI/ FS 3.15 \ I I / _ / CAMPUS MASTER: - SLABS, WALLS, JOISTS .............................. 14 AND -ARGER ........ 1-1 /2 b TW 96.94 . 195.25 9 13 I I 95.25 _ i 5.25 #11 AND SMALLER..............................3/4 I I �� BEAMS, COLUMNS INTERGATE WEST TC ( ( / FS - - - - - - - j - - - - - - gado break ! I - FS _ .� - - - = - FS 10 PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS...... ...........:..........1-1/296:44 I I % - ( PROPOSED STAND �----3.00' Fs -I _� E ` I BY GENERATOR PRESTRESSED CAST -IN-PLACE CONCRETE (APPLIES TO PRESTRESSED AND NONSTRESSED REINFORCEMENT, i DUCTS AND END FITTINGS) - _ j. � h.�...�.�t . -•-,�' i t ° I i PLAN ., I 15.�.- I o � CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ...:............... 3 - 8 I ,i 9 I , 95. 3 I FORMED SURFACES I � F ® I 12201 TUKWILA INT'L BLVD. EXPOSED TO EARTH OR WEATHER j , RAMP ice- �l SEATTLE, WA 12 ° I I 1 r SLABS, WALLS, JOISTS........................................................................................................1 - - - - - 6 I . I 1.7 /o -(MAX, �9�5 0 L\ 981 8 OTHERMEMBERS............................................................................................................1-1/2 IO i I 2 YI_ L I I - 7 12.50' NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND I I cal 5 I 95.25 I 95.25 SLABS; WALLS, JOISTS........:.....................................:..........:.....................................3/4 97.14 FS -HPI FS - I I � FS YI FS -HP. -.!4* A � � y _ _ BEAMS, COLUMNS 1 I TC 95.23 ci,I I ml \ .PRIMARY REINFORCEMENT.............................:..............................................1-1/2 FS� TIES, STIRRUPS, SPIRALS............................:......:.................................................1 ng m96.64 2:50! SHOULD THE REINFORCING SUPPLIER AND/OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY FS I 97.15 I I I r REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: "#4413" NO I I ;`°' I �•� ` f->- �� I . ��-- - I _ I_ I / REVI_E_W�P1=�D FOR EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE I TC IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL �- JiIPLIANCE MARK DATE DESCRIPTION i k - -gra grade break - - - - - - - = - FS APPROVED CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS I - - - - - - - - / I 2 - - -- - - - - ISSUE: ISSUE THE IMPERIAL. I t 97.15 5.20 95.06 TG ; I I 1.85 97.50 Tw FS 95.25 13 11 I 95:25 DEC 2 2 2016 EX. LANDSCAPE TO REMAIN \ - FS 1 % (93.44)INV - 4° 1. FS 1.5% TW CONSTRUCTION NOTES AND QUANTITIES rlof Clfy Of Tukwila PROGRESS DATE: 12-20-2016 TC # DESCRIPTION QUANTITY <....: vrt. ,., ,..,... ..:: .. .:. .... BUILDING DIVISION DRAWN BY. ROD -BUTLER 1 EA E CHECKED BY: KEN STICKLEY _ GENERATOR CAT C9 MODEL .................................................... --- ------ --------- 1 350kW STANDBY -GEN - - - - - _ _ _ _ _ - - _ _ - ._ _ - - _ - -< L---------- R------- -._.-. --- ----- - - HSR- --PEER --- - .,.. - _ ---- _ -_ _ ---- -- ------------ _ RETAINING WALL 30 MAX HEIGHT.................................185 S ,I- ..., � E f , `... APPROVED BY: 2 CONSTRUCT 6 THICK C.LP ONCRETE RETA N 3 -LANDSCAPE SCREENING -ALBERTA SPRUCE OR EQUAL, 2 OC....................................................14 EA 4 - 3 CONDUIT HANGERS..................................................................................15 EA - - 5 3" PVC ELECTRICAL CONDUIT............................................................................................................125 LF ) I NO 1s-2-211 cT (V 3 PRo�E 15 (TYP) 6 - 6" PENETRATION THROUGH EXTERIOR WALL.....................................................................:..:......:.....1 EA ;I; I FILE: 7. - 6" SLEEVE THROUGH NORTH WALL OF ELECTRICAL ROOM.............................................................1 EA 0 F RECEIVED 8 -REMOVE INTERFERRING PORTION OF EXISTING CURB .............................. 4 LF CITY OF TUKWIL 1 I o 9 CORE SLAB FOR ANCHOR BOLTS ........ 14 EA 1. I EXISTING SIDEWALK TO REMAIN " I C R ION 07 10 -INSTALL R3 JUNCTION BOX AND MOUNTING BRACKETS..................................................................1 EA I _ �% RECT DEC 20 2016 AllINSTALL 9"X9" INLET W/ TRAFFIC GRATE w/4" PVC CONNECTION PIPE.... 2 EA I' an drawingsandwritten material appearing herein constitute the origin 11 ••• I i LTR# and unpublished work of the Sabey Corporation and the same may m 12 - CONSTRUCT 4" THICK CONCRETE RAMP ........................... ......40 SF n disclosed without the written consent o Y P G 7.02 97.32. n�® CENTER beduplicated, used or d' lose h f tF 250 SF X96.91 I' I PERMIT CENTER Sabo Corporation. . 13 - CONSTRUCT 12" THICK CONCRETE SLAB W/ REBAR REINFORCEMENT .................................. - - - - - - - - - _- _- .14 -CONSTRUCT 6" THICK GRAVEL BASE COURSE......................................................................:........125 SF TC I r - _ _ _ _ _ _ �'C ; , TC 15 - REMOVE AND REPLACE INTERFERRING SECTIONS OF EX. IRRIGATION SYSTEM......................25 LF _ _ _ ---------------------------------------------------------------------------- ----- ------------- -------------- 16 - PAINT GENERATOR ENCLOSURE TO MATCH EXISTING GENSETS ON CAMPUS..............................LS I 17 -LIGHTS AND ELECTRICAL OUTLETS BY ELECTRICAL CONTRACTOR.................................................LS I---------------------------------------------------------- --- --------------------------- ------------------- 18 - INSTALL Y4" ANCHOR BOLTS ................... ............................14 EA PROPOSED r STAND-BY EXISTING LANDSCAPE NOTE: OPTION 11 -PLAN VIEW GENERATOR PLAN (Z - CONTRACTOR TO REMOVE PLANTS, SHRUBS AND scale: 1 -2 1 TREES WITHIN LIMITS OF WORK AND REPLANT UNDER 1 i' AND SECTIONS THE DIRECTION OF SABEY PROPERTY MANAGEMENT. 350 k V V STAND BY GENERATOR ;i I SHEET 1 OF 1 SHEET