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HomeMy WebLinkAboutPermit M14-0217 - BOEING #9-101 - OFFICE AHU UPG - ROOFTOP CHILLED WATER AIR HANDLING UNITBOEING #9-1O1 OFFICE AHU UPGRADE 9725 E MARGINAL WAY S, BLDG 9-101 M14-0217 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 0003400018 Permit Number: M14-0217 9725 E MARGINAL WAY S BLDG 9-101 Issue Date: 1/12/2015 Permit Expires On: 7/11/2015 Project Name: BOEING #9-101- OFFICE AHU UPG Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 CONNIE HARDIN 4600 S 134 PL , SEATTLE, WA, 98168 HOLADAY PARKS, INC. PO BOX 69208 , SEATTLE, WA, 98188 HOLADP1379NO I Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2015 DESCRIPTION OF WORK: REPLACE (1) EXISTING ROOFTOP CHILLED WATER AHU Valuation of Work: $39,240.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $716.24 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature,. 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Date: U/�477'-"s I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development p it a. .gree to the conditions attached to this permit. Signature: Print Name: �O� 6 t-P Date: I— I Z _I S This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 2: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 3: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 4: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 5: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2437) 6: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 7: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 8: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 9: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 12: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 13: 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. 14: 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). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: 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. 17: ***MECHANICAL PERMIT CONDITIONS*** 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 19: 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. 20: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST L{-S1/4.f4o`7 ae,4Q—ID) CITY OF TUKWILAt Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov l)—')"t L1 Date Application Expires: )--S (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be acceptedfor plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: 2 Tenant Name: PROPERTY OWNER Name: Address: to- .) 4) .: to City Stale!"' o.. Zipkrd Zvi CONTACT PERSON — person receiving all project -communication ....................................... ;o Assessor's Tax N Suite Number: New Tenant: Name:0 Address: `mot GOD VS 41.4,E P1 Ci State: , - 1dot Zic e/� Phone: g'Z : d2 liftgZO E W nt @ k '"Jutiazi�U4 cc Mechanical Permit No. t —02-17 Project No. Date Application Accepted: Floor: ❑ Yes MECHANICAL CONTRACTOR INFORMATION Company Name: 1 - e [at D .LG � +tN AddressGoo s 13 7 Ci State: Zip/pi Phon to 7 sU cisr. 20 Fax: 404 2. 40 a 76 Contr Reg N .: Exp Date: 0144t Tukwila Business License No.: Valuation of project. (contractor's bid price): $36i 1O Describe the scope of work in detail: "lAct `"'.,_ (. / - yr ts�[ , Use: Residential: New Commercial: New Fuel Tyne: Electric ❑ Gas Replacement Replacement Other: (roe 'k* }i:\Applications\Forms-Applications On Line\2011 Applica:inns'Mecnanical Permit Application Revised 8-9-11.docr Revised: August 2011 bb Page I of2 Indicate type of mechanical work being installed and the quantity below: Unit` Type Qty Furnace <1 OOk btu Furnace > 100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator - domestic Incinerator - comm/industrial Unit Type Q. Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment ,-, 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 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-B-YL-T-HE-b-AWS OF-T'HS-STATE-OF-W-ASIIINCT-ON, AND -I v1-AUTHOR4nr) T-O APPLY -FOR -THIS I'ERMIi-- BUILDIN Signature: Print Name Y\ • de Mailing Address: HORI GENT: i.e. Date J 0 1 Day Telephon fi'S 3 0 City 6, State Zip P 11:\ApplicationaTonns-Applications On Linc12c11 Applications\Mechanicai Permit Application Revised 8.9.1 i.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY PAID $716.24 M14-0217 Address: 9725 E MARGINAL WAY S BLDG 9-101 iApn 0003400018 $716.24 MECHANICAL $688.69 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $518.45 PLAN CHECK FEE R000.322.102.00.00 0.00 $137.74 TECHNOLOGY FEE $27.55 TECHNOLOGY FEE R000.322.900.04.00 0.00 $27.55 TOTAL FEES PAID BY RECEIPT: R3678 $716.2.4 Date Paid: Tuesday, December 02, 2014 Paid By: HOLADAY PARKS FAB INC Pay Method: CREDIT CARD 08345G Printed: Tuesday, December 02, 2014 1:46 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit Li.-61 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proiect: t 'Type [365 Ulo\y ettt-q 10 1 of insoection: Ae-41_ r P1/44 t Address: q 1 7.3-. E /itarl t ftri ( ttigyi Date Called: # , Special Instructions: `-' / /114,--KA, &oldie, y C-;-{erlia'r3a )9/1 Date Wintet—___ ( ., ., a.m. p.m. eauesteEL RAPkV 0 leday art.: Phone No: L(3— ( "45-. Approved per applicable codes. COMMENTS: Co'e_i 61*(55t Oy Corrections required prior to approval. Os( ke C 4k n ctor Date: T REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cati to schedute reinspection. akY-oZt7 9-101 Rebuild Office Air Handling Units Seattle, WA FPT- 001 HUGHm Exceptional work for responsible clients Functional Test Procedure FPT 001 Air Handling Unit Equipment Designation: GENERAL: The Mechanical Contractor will certify based on reports from subcontractor and vendors that: • The equipment to be tested and systems integral to them are completely installed and ready for functional testing. • Vendor startup is completed as per the vendors recommended startup procedures or checklist and is ready for reliability assurance testing. • None of the outstanding items preclude safe and reliable functional tests being performed. Attach list of outstanding items. While performing this procedure: • Items that do not apply shall be noted with the reasons on this form (N/A = Not Applicable). • Any discrepancies shall be noted with a detailed description. • Contractors and Vendors are responsible for the safety of equipment and personnel while performing this procedure. Concerns with any part of the procedure should be brought to the attention of the Commissioning Authority immediately. The following pages document the results of the functional performance test of the above named system. Based upon the results of the functional performance test, the system has been rated as: Test Result Passed Select Test Results From Drop Down Above Commissioning Agent Tim Bums, Sam Norris Select Commissioning Agent from Drop Down Above Completion Date 24 February 2015 Select Date Test Script Finalized Page 1 of 9 9-101 Rebuild Office Air Handling Units Seattle, WA FPT- 001 I. Test Purpose To verify proper operation of the Air Handling Unit. II. Prerequisites A. All existing, current deficiency lists contain no conditions that could adversely affect the execution of this Functional Performance Testing (FPT). Complete B. Controls Point -to -Point testing is complete, documented and approved • Complete C. Test & Balance (TAB) testing is complete, documented and approved Complete D. All required electrical testing is complete, documented and approved Complete E. The Commissioning Team has reviewed and approved this FPT Complete F. The Commissioning Team has been notified that this FPT is being run Complete III. Test Conditions Record of all Values for current set points (SP), control parameters, limits, delays, lockouts, schedules, etc. changed to accommodate testing: A. Parameter Specified Value As Left Value 1. When the AVE HTG LOOPOUT is 100, the AHU SAT STPT is 90°F, (now 85F) 90F 85F 2. When the AVE CLG LOOPOUT is 0, the AHU SAT STPT is 70°F (Now 65F) 70F 65F IV. Required Staffing A. Mechanical Contractor — Marc Eggers (HP) B. Electrical Contractor N/A C. BMS Controls Vendor Rob Williams (Tech); Jared Alexander (Tech), Allen Bawer (PM) D. Equipment Vendor Norby Company (Daikin) E. Owners Representative Nari Anderberg, Brian Harr, Darrell Often, Carol Delapp, Joe, Andy Page 2 of 9 9-101 Rebuild Office Air Handling Units Seattle, WA FPT- 001 V. Required Test and Safety Equipment A. Item Responsibilit Y Quantity 1. Digital Multi -meter to measure AC and DC voltage and current. Contractor As Required 2. Interface for local controller Contractor As Required 3. Electronic or infrared thermometer Contractor As Required 4. Jumper wires Contractor As Required 5. Ice or Freezestat® testing Contractor As Required 6. Miscellaneous hand tools for removing equipment access panels. Contractor As Required 7. Safety Equipment: Hardhat, Safety glasses, and safety shoes required in construction areas. Individual As Required VI. Required Documentation A. Draft O&M manual Complete B. Vendor start up documentation (completed) _ c. TAB reports Complete D. Contract Documents -Drawings, Specifications, Equipment Submittal Complete E. Single Duct Terminal Unit sequence of operation Complete F. Third Party Alignment of Drives Complete VII. Functional Test Procedure A. Preliminary Checks 1. A path of airflow is available, and maintained throughout test. Pass 2. Verify thermostat is in approved location. Pass 3. Verify Piping system flushing complete and required report approved Not Tested 4. Verify Sufficient clearance around equipment for servicing. Pass Page 3 of 9 9-101 Rebuild Office Air Handling Units Seattle, WA FPT- 001 5. All construction filter material is removed from the ventilation paths N/A 6. Three sets of prefilters and two sets of final filters are provided N/A 7. Magnehelic filter gauges are at each filter bank N/A 8. Hoods are installed at OSA and Exhaust banks N/A 9. Inlet screens are installed at plenum fans N/A 10. Seismic restraints are installed at fans N/A 11. Premium efficiency motors are provided Pass 12. VFD's come with 3% line reactors N/A 13. Marine lights and GFI receptacles are provided for servicing N/A 14. Safety gratings are installed in floor openings N/A B. Physical Inspections 1. Verify Unit casing sealed from previously installed equipment/ material. Pass 2. Verify permanent ID tag is attached to the casing. Pass 3. Verify local electrical disconnect is installed and labeled. Pass 4. Verify grounding of the Unit is in place and tight. Not Tested 5_ Verify all electrical boxes inside the Unit are covered with all screws in place and tightened. Pass 6. Verify all electrical conduits concerning the Unit are well supported, terminated properly and sealed from weather at both ends. Pass 7. Verify all access doors have undamaged seals and latches and secure tightly with no air leakage. Pass 8. Verify all TAB -related holes in the unit are plugged. Pass 9: Verify the interior of the unit is clean and dry. Pass 10. Verify coil fins are clean and undamaged. Not Tested 11. Verify air filters are installed meeting project specifications and are clean with any filter baffling plates adjusted properly. See Notes 12. Verify control cables are secured properly and protected from chafing. See Notes Page 4 of 9 9-101 Rebuild Office Air Handling Units Seattle, WA FPT- 001 13. Verify UL (or other approved listing) Listing N/A 14. Verify Control Valves correctly wired and labeled and piped. Pass 15. Verify pumps correctly labeled N/A C. Air Handling Unit Operations Note: AHU SOO was revised on 12/8/2014 to operate 24/7. Warm-up & Cool -down Stations are not used. modes were deleted and OSA Air Flow Step Test Procedure Expected Response Result WARM-UP MODE 1' Place the unit in occupied mode and simulate warm-up mode The supply fan starts. Mixing dampers are positioned for 100% Return Air. Cooling Coil valve is closed. Heating coil modulates to maintain supply air temperature N/A 2' Simulate "latest start time" for warm-up mode Outside Air damper opens to minimum position N/A 3 Go to night heating mode and return to warm-up mode Warm-up mode is not enabled (not twice in the same day) N/A 4. COOL -DOWN MODE 5. Place the unit in occupied mode and simulate cool -down mode The supply fan starts. Heating coil valve remains closed. The cooling coil valve and the mixing dampers modulate to maintain the supply air temperature setpoint. N/A 6. Simulate the Outside Air Dry Bulb temperature to be above the economizer change over value Mixing dampers are at 100% Return Air N/A 7. Simulate "latest start time" for cool- down mode Outside Air damper opens to minimum position or is controlled in economizer operation. N/A 8. Go to unoccupied mode and retum to cool -down mode Cool -down mode is not enabled (not twice in the same day) N/A OCCUPIED MODE 9. Simulate being in occupied mode Supply Fan runs Pass Page 5 of 9 9-101 Rebuild Office Air Handling Units Seattle, WA FPT- 001 10. Simulate the Outside Air Dry Bulb temperature to be BELOW the economizer change over value (75F) Heating Coil valve, Cooling coil valve and mixed air dampers modulate in sequence without overlap to maintain supply air at the supply air temperature setpoint. Pass 11. Simulate the Outside Air Dry Bulb temperature to be ABOVE the economizer change over value (75F) The mixing dampers modulate to maintain minimum outdoor air flow. Heating coil valve, cooling coil valve modulate in sequence without overlap to maintain the supply air temperature setpoint Pass SUPPLY AIR TEMPERATURE RESET 12. Simulate AVERAGE room temp. served by this AHU to be BELOW the AHU heating setpoint 70°F (adj.) All of the TEC's in this AHU zone are commanded to the HEAT mode. Pass 13. When in HEAT mode, the AVE LOOP OUTPUT is calculated for the zone. This is tabled with the AHU Supply Temp STPT. When the AVE HTG LOOPOUT is 0, the AHU SAT STPT is 65°F Pass 14. When the AVE HTG LOOPOUT is 100, the AHU SAT STPT is 85°F Pass 15. Simulate AVERAGE room temp. served by this AHU to be ABOVE the AHU cooling setpoint 73°F (adj.) All of the TEC's in this AHU zone are commanded to the COOL mode. Pass 16. When in COOL mode, the AVE LOOP OUTPUT is calculated for the zone. This is tabled with the AHU Supply Temp STPT. When the AVE CLG LOOPOUT is 0, the AHU SAT STPT is 65°F Pass 17. When the AVE CLG LOOPOUT is 100, the AHU SAT STPT is 50°F Pass UNOCCUPIED (NORMAL OFF) 18. Simulate unoccupied mode Supply fan stops. Cooling coil valve closes. Outside air damper closes. N/A 19" Simulate Outside air temperature to be less than 45 degrees F Heating coil valve modulates to maintain unoccupied supply air setpoint N/A Page 6 of 9 9-101 Rebuild Office Air Handling Units Seattle, WA FPT- 001 20. Simulate outside air temperature to be 35 degrees F Heating coil valve is closes N/A NIGHT HEATING 21. Simulate Night Heating mode Supply fan is on. Outside air damper is closed. Cooling coil valve is closed. Heating coil valve modulates to maintain space temperature of 65 degrees F See Notes DUCT STATIC PRESSURE CONTROL 22. Place system into occupied mode Supply fan starts. Duct static pressure setpoint is maintained. Pass 23. Simulate all zone dampers to be Tess than 70% open Every two minutes the duct static pressure setpoint is reset down .04 inches WC. Verify reset down for 10 minutes Not Tested 24. Simulate at least two zone dampers to be open at least 95% Every two minutes the duct static pressure setpoint is reset upwards .06 inches WC. Verify reset up for 10 minutes (do not exceed high duct static pressure safeties) Not Tested SAFETIES 25. Simulate high discharge static pressure Supply and Return Fans de- energize. Pass 26. Simulate Outside Air Temperature at less than 45 degrees F Heating Coil valve modulates to maintain 45 degrees F for mixed air temperature Pass 27. Verify all other dampers and valves go to normal position All other dampers and valves go to normal position Pass 28. Simulate Outside Air Temperature at 45 degrees F Heating Coil valve closes Pass 29. Verify all other dampers and valves go to normal position All other dampers and valves go to normal position Pass 30. Reset unit and release all simulated values Unit is reset Complete 31. Simulate smoke detector activation Supply and Return Fans de- energize. Not Tested Page 7 of 9 9-101 Rebuild Office Air Handling Units Seattle, WA FPT- 001 32. Simulate a Heating Coil Discharge Air Low Temperature below 38 degrees F (local freeze stat) Supply and return fans de - energize. Pass 33. Reset unit and release all simulated values Unit is reset Complete 34' Simulate fault at the VFD VFD alarm is generated at the Siemens system Pass 35. Simulate Fan shutdown via VFD VFD fault alarm is generated Pass 36. End of test. Return all overrides and setpoints to normal operation. Complete VI II. Comments / Issues **The issues noted within the comments table may not include a full life cycle history as issues are entered at the time of inspection. For full detail (to include updates and corrective actions) refer to the commissioning issues log and additional comments** Step Issue C21 Night heating mode is included in the programing as a safety but not intended for daily use. C31 Not tested in this FPT, tested previously per controls vendor. Page 8 of 9 9-101 Rebuild Office Air Handling Units Seattle, WA FPT- 001 Revision Histo Revision Date By Changes 0 5/28/14 Bob Long Initial Draft 1 1/26/15 Tim Burns Updated SOO for temp reset Page 9 of 9 BOEING 9-101 AHU REBUILD AHU # FPT# Functional Performance Test Matrix OCC. SAT Reset Safeties AH2- Script # -----> 10 11 12 13 14 15 16 17 22 31 33 34 35 36 NOTES OSA Temp BELOW econo chg-ovr OSA Temp ABOVE econo chg-ovr Ave Rm Temp BELOW 70° HTG Mode - Loop out = 0 when SAT SP = 65° HTG Mode - Loop out =100 when SAT SP = 85° AVE Rm Temp ABOVE 73° CLG Mode - Loop out = 0 when SAT SP = 65° CLG Mode - Loop out =100 when SAT SP = 50° Duct Static Pressure is Controlled Smoke Detector Activation - S & R Fans Stop Unit Resets after LOW SAT (38°) - Freezestat VFD FAULT - VFD Alarm is generated FAN SHUTDN via VFD - VFD FAULT Alarm is gen. Building Static Pressure Control- Relief DAMPE Building Static Pressure Control - FANS End of Test - RELEASE Overrides & Setpoints B2A 1 PP p p p p p p p p X p p N/A N/A p B5A 2 p p. p p p p p p p p x p p N/A N/A p B8A 3 p pp p p p pp p p X p p N/A N/A p C2A 4 p pp p p p pp p p X p P N/A N/A p C5A 5 p pp p p p p p p p X p P N/A N/A p C8A 6 p pp pp p pp p p X p P NT N/A p E16A 7 p pp p p p pp p p X p P NT N/A p E17A 8 p pp p pp p p pp X p p N/A NT; p E3A 9 p pp p p p p p pp X p p N/A NT p G3A 10 p p p p pp pp pp X p p N/A N/A p G6A 11 p pp p p p pp p p X p p N/A N/A p J2A 12 p p p p p p p p p p X p p N/A N/A p J4A 13 p pp p pp pp p p X p p N/A N/A p J7A 14 p pp p p p pp p p X p p N/A N/A p K3A 15 p pp p p p p p p p X p p N/A N/A p F10A 16 p pp p pp p p pp X p p N/A N/A p F13A 17 p p p p pp p p p p X p p N/A N/A p F16A 18 p pp p p p pp p p X p p N/A N/A p J13r 19 p pp pp p p p pp X p p N/A N/A p K13A 20 p p p p p p pp p p X p p N/A N/A p 116; 21 p pp p p p p p pp X p p N/A N/A p K16 22 p p p pp p pp p p X p p N/A N/A p J18A 23 PPPPPPPPPP X P P N/A N/A P INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ally-oz./7 P ect: , or_(«1/4y, s(ceyq--(0/ Type of Inspection: itia-eoRi-e-the--' 704-7 A dress. _ 4 775-- --(4cyyrk‘44( b-Arfe Date Called: , Special Instructions; RAI Date Wanted: ---( — IS a.m. P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENT Inspector: 'Date;_i REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PrRject: , . , 00c(M 6 Colif— Cf - ( 0 ( Type of Inspection: Igo k —24\ .(ite-r—JA Address: •-, t 1 7 2-5- . AkOrf ( tAlZ ( 6)09(re Date Calle . Special Instructions:w rpAl Date Wantd:.....( 1 a.m. P.m. Requester: orie /4 5e p.s- Phone No: Approved per applicable codes. Corrections required prior to approval. Inspector: "Date: .24 a//_c REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER ifo/_!;,,iqg t1 5'..- on t il�i - 03.17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 'P tVe'l Co . Type of Inspection: IA' lid.s.,/�` Address: .7 d s - Suite #: (.; _ 1 o; i‘tY s" Contact Person: Special Instructions: Phone No.: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: PIA pr A A, ) f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j f.:d._,, s'-- Date: _;// ; �— Hrs.:._ $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: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 FILE COPY wmeet a O. A RA ...pri _.naoxmror. ! .. ... 1. ... - REVIEWED FOIR CODE COMPLIANCE APPROVED ': 7o Jp ' AN 062015 City of Tukwila BUILDING DIVISION e,f,f7-7c, RECEIVED....... CITY OF TUKWILA PARTIAL .FLOOR PLAN DEC 17 2014 PERMIT. CENTER r DOTES; 1) CONTRACTOR TO VERIFY ALL SIZES. DIMENSIONS, 2) CONTRACTOR TO AND LOCATIONS AT FIELD. VERIFY MECHAN.ICAL UNIT SIZE, WEIGHT AND LOCATION �f 3) ALL BOLTS SH''ALL.BE GRADE A-307 BOLTS. NC) SPECIAL INSPECTION REQUIRED. 4) ALL FIELD WELDING .SHALL BE BY WABO CERTIFIED WELDERS. Projod/Subjeot By '4iw.. 1 �3'9JSiOi7 ^. W+ I L. 11 i41i Sheet No.) Date Joo No. f ! .1 REVIE CODE CQMPLIA APPROVED JAN 0 6 2015 City of Tukwila BUILDING'DIVISION tam /2 ' Gam✓,//,?" ,..�� �.r�>.� RECEIVED CITY OF TUKWILA DEC172014. PERMIT CENTER Z Date �J Job Nv. REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION ...... . Project/Subject a RECEIVED CITY OF TUKWILA DEC .1.7.. 2014 PERMIT CENTER 2145 ). ')IONAL, Sheet No. Job No. 2 2- FILE COPY KIACO 16301 N.B. ?th St., Ste. 251 Bellevue, WA 98008 Phone 425.644.6400 Cell 425.351.5999 BOEING 9-101 9725 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 AH-J18 PLATFORM .EXTENSION & SEISMIC ATTACHMENT FOR HOLADAY-PARKS, INC. STRUCTURAL CALCULATIONS NOVEMBER 24, 2014 JOB NO: 124-1409 EXPIRES Jl.- M I LI 0 z►7 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 2 2014 PERMIT CENTER r.. ✓Jt�,/. ,.✓ ROOF STEEL PLATFORM FRAMING PLAN NOTES: .1) CONTRACTOR TO VERIFY ALL SIZES, DIMENSIONS, AND LOCATIONS AT FIELD. 2) CONTRACTOR TO VERIFY ALL EXISTING PLATFORM FRAMING MEMBER.SIZ.ES •3)•CONTRACTOR TO ;VERIFY MECHANICAL UNIT SIZE, WEIGHT AND LOCATION: 0 f r.ec/Subject w •r ,1 Dale J� J dr Job No. . �-.19-61 J. • 71,z . • Protect/Wood ).&%. SheetNo / x -.477 ,94'- Date Job No,— • 4,,1 0x1s f`iPg` vv/z4 ,42,v .C' o d✓ • Ja / SheNo. Date Job No. i# Project &trbject e�.�,- 9_ )c l Sheet No. ate l)-)4- Job No. ng i ) By lt Sheet No. Date j 4- Job No. ) 0 ,o 0 ProiecuSublect r)' • x. Dace Jo) wo,�J�Yd% of/lam-. .27.00.1i9 Z73 AO L Q.4 )7,7 3©. .. ..,c..G' _.. Wig..; 1 1 4- 3 By 61'61 Sheet No. Date Job No. • �z�-)4'f j 1 G%4 7:c9 ,?'r',P o Project/Subject • f)g By � !� Date )1—),e- Sheet No. Job No. • J,z f )43 l f ›•( )e 4- *:;;d )11 )1t5 1'1;a.) j ...... ...... `j�'� • 0)34)G `f ) l 4-.37 5 z Protect/Subject Tom© /.��i Sheet No. ,1D a Date Job No. LATERAL DESIGN:(I BC 2012,. ASCE .7-10).. WIND - BASIC WIND SPEED = EXP: ,t8.0 110 MPH Iw = 1.0 (FIG 26.5-1., ASCE 7-10) Kd Q.9 Kz = 0:85 TABLE .26.6-1.,. ASCE. 7- UP TO 60' Kzt= 1.0 Gf gz.i..0 0.85 0 •(GUST FACTOR) 00256. x Kz x. Kzt x.Kd. x VA2 Q: 29:3=1) qz 23.7 PSF Cf 1.3 (FIG. 29.5-1, ASCE F= gzxGCrxAf GCr = 7-1Q, FOR MECHANICAL UNIT) 1.9 (EQ. 29.5-2 FOR ROOF TOP STRUCTURE 45.0 Af UNIT LENGTH (L) = UNIT WIDTH (W) 7.7 FT 78 FT UNIT IGHT (H) = 4.7 FT SHORT DIRECTION: F wind = 3 746 Ibs ONG DIRECTION: F wind = 1,657 lbs MCE Ground Motion - Conterminous 48 States Zip Code - 98108 Central Latitude = 47.54683 Central Longitude =-122.308312 Period MCE Sa (sec) (%g) 0.2 151.3 MCE Value of Ss, Site Class B 1.0 052.4 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 151.3 Sa = FaSs, Fa = 1.00 1.0 078.6 Sa = FvS1, Fv = 1.50 Spectrum for Site Class D Period MCE Sa (sec) (%g) 0.000 060.5 T = 0.0, Sa = 0.4FaSs 0.104 151.3 T = To, Sa = FaSs 0.200 151.3 T = 0.2, Sa = FaSs 0.519 151.3 T = Ts, Sa = FaSs 0.600 131.0 0.700 112.3 0.800 098.2 0.900 087.3 1.000 078.6 T = 1.0, Sa = FvS1 1.100 071.4 1.200 065.5 1.300 060.5 1.400 056.1 1.500 052.4 1.600 049.1 1.700 046.2 1.800 043.7 1.900 041.4 2.000 039.3 SEISMIC (20 12 IBC) ZIP CODE: 98108 ATITUQE = 47.547 LONGITUDE. _ - 22.308. s S1 = 1.51.3 9 0.524 9 SITE CLASS "D" SDC = D a _ 1 Fv 1.5 Sms = Fa Sm 1 =' Fv x Ss = x•S 1.513 g 0.79 .g Sds = 2/3 Sms = 1. 01 g Sd1=2/3Sm1= 0.52 Fp (0.4"Ap:Sds.Wp/(R0/10))./ (1 + 2 Z/H) (EQ. ••3.3-1 Ap 2.5 Ip = 1 Rp= 6 Sds = • .01 ProjecVSubiect BY Date Sheet No. Job No. ' i/H = Fp = Wp 1 6273 Ibs ,164 Ibs Fp (MAX Fp (MIN) 1.6 Sds.lp.Wp = 10,124 Ibs > Fp 0 0.3 Sds.lp Wp = 1,898 Ibs < Fp 0 K. K. (WIND GOVERNS EN SHORT DIRECTION) CH4CK.uNI-1- -STABILITY: SHORT DIRECTION: • F(WIND)= 3,746 Ibs ... . • • M(0.T.) = 8802 Ibs-ft M(R) = 0 9•M R)= 24559 22103 lbs-ft bt•-ft' M OIT:) NO UPLIFT. USING: MINIMUM (24)412 SCREWS EACH. SIDE OF THE UNIT / CURB F(wind)/ #12 SCREW= 78 Ibs- O.K .......... . prt/Subi C7bid"'' ) 049,9 -1)5 ... SheetW Date Job No. 9., 0 ) )ems.... `4. t_ i J !.. 4-a g 1�l �, f fa�✓� :5 f'1 /. )# Flo©a iks Project/Subject By Sheet NO Date Job NO, ))-)4y -.jLi'0) 2-D Frame Analysis Lic. # : KW-06009143 Description : BOEING 9-101, LONG FRAME 2 •- -- ColLine 1 • Joints... BmLv1_1 4 ColLine 2 3 • Bmi-vi1 6 ColLine_3 5 • Fite = c:lUsersIRONM-11DOCUME--11ENERCA-11t24.1409.ec6 ENERCALC. INC.1983.2014, Bw1d:6.14.6.15, Ver.6.14.6.15 Licensee : Kia CO BmLvI 1 9 ColLine_4 7 • Joint Label Joint Coordinates X ft 1 0.0 2 ( 0.0 3 10.0 4 10.0 5 20.0 6 I 20.0 7 30.0 8 ' 30.01 0.0 2.50 0.0 2.50 0.0 2.50 0.0 2.50 X Restraint Y Restraint Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Z Restraint Joint deg F 0 0 0 0 0 0 0 0 Members... Member Label 1-2 2-4 3-4 4-6 5-6 6-8 7-8 Property Label ColLine 1 BmLvl 1 ColLine 2 BmLvl 1 ColLine 3 BmLv11 ColLine 4 Endpoint Joints I Joint J Joint 1 2 2 4 3 4 4 6 5 6 6 8 7 8 Member Length n 2.500 10.000 2.500 10.000 2.500 10.000 2.500 I End Releases x y z Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed J End Releases x y z Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Member Stress Check Data... Member Label 1-2 2-4 3-4 4-6 5-6 Unbraced Lengths Lu : z ft Lu : y 2.500 2.500 10.000 10.000 2.500 2.500 10.000 10.000 2.500 2.500 Slenderness Factors AISC Bending & Stability Factors K:z K:y Cm Cb 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Internal Internal Internal Internal Internal Internal Internal Internal Internal Internal 2-D Frame Analysis Lic. # : KW-06009143 ' Description : BOEING 9-101, LONG FRAME Fite = c:\Users1RONM-1\DOCUME-1\ENERCA-1\124-1409.ec6 W' ENERCALC, INC. 1983-2014, Build:6.14.6.15, Ver.6.14.6.15 Licensee : Kia CO Member Stress Check Data... Member Label 6-8 7-8 Unbraced Lengths I Slenderness Factors AISC Bending & Stability Factors Lu:z ft Lu:y ! K:z K:y Cm Cb 10.000 10.000 ' 1.00 1.00 Internal Internal 2.500 2.500 1.00 1.00 ! Internal Internal Materials... Member Label Youngs Density ksi kcf Thermal Yield in/degr ksi Default PIPE Steel Wood 1.00 0.000 29,000.00 0.490 29,000.00 0,490 1,800.00 0.350 0.000000 1.00 0.000650 36.00 0.000650 50.00 0.000000 0.00 Member Sections... Prop Label Group Tag i_ Material Area Depth Width Ixx lyy ___I Default- Default 1.0 in'2 0 0 in 0.0 in 1.0 inA4 1.0 inA4 Pipe4 Std 1 Coll ine_1 Steel I 4.430 inA2 5.990 in 5.990 in 29.10 inA4 9.320 inA4 Pipe4 Std ColLine_2 Steel 4,430 inA2 5.990 in 5.990 in 29.10 inA4 9.320 inA4 Pipe4 Std ColLine_3 Steel 4.430 inA2 5.990 in 5.990 in 29.10 inA4 9.320 inA4 Pipe4 Std ' ColLine 4 Steel 4.430 inA2 5.990 in 5.990 in 29.10 inA4 9.320 inA4 W6x15 , BmLvL 1 i Steel 4.430 inA2 5.990 in 5.990 in 29.10 inA4 9.320 inA4 j Joint Loads.... Joint Label 2 Load Direction Global X Load Magnitude Dead Roof Live Live Snow Seismic Wind Earth 1.456 1.609 k Member Point Loads.... Member Load Distance from j Load Magnitude Label Direction "1" Joint Dead Roof Live Live Snow Seismic Wind Earth 4-6 Global Y 9.5 ft 1.20 k 2-4 Global Y 1.75 ft ' 1.20 k 2-4 1 Global Y 9.75 ft + 1.20 k !Member Distributed Loads.... Member ' Load Load Extents Load Magnitude Label I Direction J Start ft Dead Roof Live Live Snow Seismic Wind Earth 4 BGlobal-Y End0.0}-Start Map : 00980 k/ft- --- _1 9.50, End MaA : 0.0980 k/ft 2-4 , Global Y 1.750i Start Mao : 0.0980 k!ft 10.01 End Map : 0.0980 klft ;Load Combinations... IBC 2012 I I Load Combination Group Self Wt Factors Load Combination Factors i Description Multiplier X Y Dead Roof Live Live Snow Seismic Wind Earth i 'D Only+Mbf t(0,-1) -1.0 -1.0 1.0 +D+S+MbrWt(0,-1) 1.0 -1.0 1.0 1.0 +D+0.750S+MbrWt(0,-1) 1.0 -1.0 1.0 0.750 +D+0.60W+MbrWt(0,-1) 1.0 -1.0 1.0 0.60 +D+0.70E+MbrWt(0,-1) 1.0 -1.0 1.0 0.70 +D+0.450W+MbrW1(0,-1) 1.0 -1.0 1.0 0.450 +0+0.750S+0.450W+MbrWt(0,-1) 1.0 -1.0 1.0 0.750 0.450 +D+0.750S+0.5250E+MbrWt(0,-1) 1.0 -1.0 1.0 0.750 0.5250 +0.60D+0.60W+MbrWt(0,-1) 1.0 -1.0 0.60 0.60 +0.60D+0.70E+MbrWt(0,-1) 1.0 -1.0 0.60 0.70 0.001611 Min D Only+MbrWr(0,-1) 3 0.0 L0+0.70E+MbrWt(0,-7) 0. 0.0 D Only+MbrW1(0,-1) 4 0.007879 0.0.70E+1.4brWt(0,.1) 0. 0.001194 0 Only+MbrW1(0, -1) 5 0.0 Max 1+0.7505.0.5250E+Mbr vilif 0.0 Min I DOnly+MbrWl(0,-71 6 0,007229 ' f D.0.10E+MbrWr(0,-7)i 0.000993 Min D Only+MhrW1(0,-1) 7 0.0 Max IF0+0.70E+MbrWt(0.-1) 0.0 Min +D+S+MbrW1(0,-1) 8 I 0.007013 Max 4D.0.10E+Mbr1Nt(0,-1) 0.000943 Min D Only+MbrWx(0,-7) i 2-D Frame Analysis Lic. # : KW-06009143 Description : BOEING 9-101, LONG FRAME Fite = c:lUsers1RONM-11DOCUME-11ENERCA-1t124.1409.ec6 ENERCALC. INC. 1983.2014, BuiId:6.14.6.15, Ver.6.14.6.15 Licensee : Kia CO Extreme Joint Displacements & Reactions Joint Displacements Y in Joint Label X in Z Radians Only Load Combinations giving maximum values are listedJoint Reactions X Y k k Z k-ft 2 Max Min Max Max Min Max Min Max 0.0 0.0 .0000450 0.6446 1.451 -0.S00+0.70E+MbrWI(R-1)N0.600+0.70E+MbrWt(0; 1) +D+SeMhrWt(0.-1) +D+S+MbrWt(0,-1) +D+S+MbrWt(0.-1) 0.0 0.0 -0.000268 0.07133 0.6406 +0+S+MbrWt(0,-1) +0+S+MbrW1(0,-7) •0.60D+0.70L+MbrWt(0,-1) 0.60D+0.70L+MbrWt(0,-1)0.60D.0.70E+MbrW1(0,-1) 0.009050-0.000145-0.000213 '0.0,70E+MbrWt(0,-7) .0.600-0.70E+MbrW1(0.-1) D Only - WMM(0,-7) -0.000334 +D+S+MbrWr(0,-7) 0.0 60D+0, 60W+MbrWt(0, -1) 0.0 +D+S+MbrWt(0,-1) -0.000240 G0D+0.60W+MbrW1(0, .7) -0.000603 +0+S+MbrW1(0,-1) 0.0 .6010+0. 7 0E+MbrWl (0, - 7) 0.0 +0+S+MbrIM(0,-1) -0.000201 0.600.0.70E +MbrW1(0, -11 -V.VV VY IJ +0+S+MhrWt(0,-1) 0.0 +D+S+MbrWt(0,-7) 0.0 +0.0.70E+Mb.WJ(0, -1) -.0000170 +D+S+NMANO0,•7) -.0000410 -r D.0.70E+Mbr64a(0,-7) -0.000407 1+0. 7505.0.5250E+MbrW ( -.0000810 D Only tMbrW1(0,-1) -0.000362 +0.0.10E +MbrW t (0, -1) .0000430 0 0nlyrMbr'Wt(Q-7) -.000080 L0.60D+0.70E+MbrWt(0,-1) -0.2318 2.602 D Only+MbrWt(0,-1) +0.S+MbrW1(0,-1) -0.5592 1.046 .0.0.70E+MbrWl(0,-1JJ.60D+0.60W+MbrW((0. -1) -.0000620 -0.1611 1.798 D Ortly+Mbr1114(0,-7) 0 Only+MbtWt(0,-1) +0+S+Mbr142(0.-7) -0.000323 -0.5419 0.8813 +0+0.70E+MbrWt(0,-1)+0.750S+0.5?-50E+MbrlNt(0.600.0.70E+MbrWt(0,-1) .0000930 .D.S+MbrW1(0,-1) -.0000860 0.600+0.70E.MhrW!(0.-7) -.0000410 D Only+MbrWt(0,-1) -0.000275 .0.0. 70 E+M UW W t (0, - 7) -.0000120 D Only+MbiN (0.-1) -0.000152 r 0+0. 70E+MbrW((0, - 7) -0.03422 0.1947 +D.S+MbrW1(0,-1) +1)+0.70E+MbrWt(0,-1) -0.2312 0.09135 +0+0. 70E,Mbr14/t(0,.1) +0+S+MbrW7(0, •7) r Extreme Member End Forces Member Label 1-2 M7x 1-2 Min 2-4 Max 2-4 Min 3-4 Max 3-4 Min 4-6 Mex 4-6 Min 5-6 Max 5-6 Min 6-8 Max 6-8 lair; 0.8813 =0.d0D+0.70E.-MbrWi(0..1) 0.2312 1+0.0. 70E+MbrWt (0. -1) 0.03422 ,0,5,MbrWt(0, 1) Axial Member " I " End Forces Shear 0 1.451 +D'S+Mbri44(0,-1) •-0. 0.6406 , 0. & 00.0. 70C+MbrW 1(0. -1) 1.254 is 0.0.70E+MbrWt (0, -1) Only Load Combinations giving maximum values are listed Member " J " End Forces Moment i Axial Shear k-ft k k -0.07133 60D.0.70E+MbrWi(0.-1) -0.6446 +0+S+MbrWt(0,-7) 1.413 0.0 +0+0.70E+MbrW1(0, -1) • Moment k-ft -0.6029 0.6446 -0.1783 .60D+0.70E+1Ab,1Afl(0, 1) D+S+MbrWt(0,-1) •0.600+0.70(+Mbrt^,?(0,-1) 0.0 -1.413 +O+S+MbrW i(0,•7) +D.S+MbrWt(0,•1) 1.612 -0.4467 0.07133 -0.60D+0.70E+MbrW1(0, - 7) 1.946 -1.612 +0+S+MbrW1(0,-1) -0.8604 +0+S+MbrVIi(0,-1) +D45eMbrWt(0,•7) DOnly+MbrItii(0,-1) +D+S+MbrW".'(0.•7) DOnly* MbrWt(0, 1) i 4467 0.6029 0.1783 -1.254 0.9827 -1.882 D Only+MbrWt(0,-7)•0.600+0.70E+MbrWt(0,-7)-0.600+0.70E+MbrWt(0,-1) +0+0. 70E+MbrWt(0,-7) 0.600+0.60W+MbrWL(0,-7)1.0.7505.0.5250E+MbrWt( t 2.602 0.5592 0.0 -1.008 -0.2318 1.398 ' +D+S+MittWig -7) +0.0.70E-4MbrW1(0,•1) +D+0.450W+Mbr414(0-7) .600+0.60W+lvlbrWt(0.-7) DOnly+MbrWI(0,•7) +0.0.70E+A4brVUt(0,-7) 1.046 0.2318 0.0 -2.565 -0.5592 0.5795 0.6a0.0.60W+MbrWt(0,-1) 00nty+MbrtNt(0,-1) +0+0.60W+MbrWt(0.-7)� +O+S+MbrW1(o-1) +D+0.70E+MbrWt(0,-1) DOnly+MbrW1(0,-1) 0.7140 0.6184 1.160 -0.2149 1.663 -0.5620 +0..7505.0.5250E+MbrW1( +O+S+MbrWt(0,-1) +D+S+MbrWt(0,-7) DOnty+MbrWl(0,-1) +D+S+MbrWt(0,-7) 00nly+MbrW1(0,-1) 0.2149 0.02179 -0.1479 I -0.7140 0.8451 -1.323 I D Only+MhrW1(0.-7)-0.600+0.70E-+MhrWt(0,-7)-0.600.0.70E+MhrWt(0,•7) 40.7505.0.5250E+MbrWt( 0.600+0.60W+MbrW1(0,-1)'40.7505.0.5250E+MbrWt( I 1.798 0.5419 0.0-0.8436 -0.1611 1.355 +0+S+MbrWt(0,-1)I+0.7505+0.5250E.MbrWt(-0.600+0.70E+Mb»Wt(0,-1)-Q.60D40.70E+MhrWt(0,-1) DOnly+MblrWt(0,•1)1+0.7505.0.5250E+MbrWt( 0.1611 0.0 -1.760 -0.5419 0.4027 0Oniy;MbrWt(0.-7)140.750S-0.5250E+lrAbrWt(+-D'S+MbrW(0,.7)'+0.750S•0.5250E-MbrWfilt( 0On.!y+MbrW1(0,•1) 0.09708 0.3026 +0+S+MbrW40,-7) +D+S+MbrWt(0,-7) -0.006242 -0.2461 0;0,70E,A2brW (0, 7).0.6011,07nr- 4vrhrwit0.-1) -0.03422 +D+S+MbrWt(0,-1) -0.2312 kn. 0.70E .6.4b0/11110. 7) 0.1570 +D+0.70E+MbrWt(0, -1) 0.05366 +D+S4MbrIM.!(0.-1) -0.08555 +D+S+MbrWi(0,-1) -0.5780 +D 0.70E+MbrWt(0, • 1) 2-D Frame Analysis Lic. # : KW-06009143 Description : BOEING 9-101, LONG FRAME File = c:lUsersIR0NM-11D000ME-1\ENERCA--1;124.1409.ec6 ENERCALC, INC. 1983-2014. Build:6.14.6.15. Vec6.14.6.15 Licensee : Kia CO Extreme Member End Forces Member Label Axial Member " I " End Forces Shear Moment k-ft Only Load Combinations giving maximum values are listed Member " J " End Forces Shear k Axial 7-8 max 7-8 Min 0.1947 0+0. 70E+M6rt kr1(0, -1) 0.09135 +D+S+MbrWr(0.•7) 0.2312 0.0-0.05366 =D+0.70E+Mbr141ij0,.7)0.60Df0.60141+M:r�Nt(0,-1) .0+S+MbrWM(0-7) 0.03422 0.0 -0.1570 +D+S+MbrWt(0,-1) +0+0.450W+MbrWt(0,-7) +D+0.70E+MbrWt(0.-7) -0.03422 DfS+MbrWt(0,•7) -0.2312 +0+0.70E+MbrWt(0,-1) Moment k-ft 0.5780 -D+0.70E+MbrWt(0, -1) 0.08555 +D+S+MbrWt(0,-1) 'Extreme Member Forces Mmbr Label I Axial 12 Dist from '1" Joint Only Load Combinations giving maximum values are listed Moment Dist from 1" Joint Max Min 2-4 Max Min 3-4 Max Min 4-6 Max Min 5-6 Max Min 6-8 Max Min 7-8 Max Min -0.6029k 2.50 ft +0.600+0. 70E+MbrW1(0, -1) -1.451k 0.0ft +D+S+MbrWi(0,.7) -0.4467k 0.0 ft D Only+MbrWi(0,-1) -1.254k 0.0 ft +D+0.70E+MbrWr(0,• 1) -1.008k 2.50 ft +0.600+0.604".r Mb,Wt(0,-1) -2.602k 0.0 ft +Di-S+MbrW1(0,-7) -0.2149k 0.0 ft D 0nly+MbrWt(0,•7) -0.7140k 0.0 ft +D+0.750S+0.5250E +MbrWt(0 - 1) -0.8436k 2.50 ft +0.600.f0. 70E+MbrNrt(0, • 7) -1.798k 0.0 ft +D+S+MbrWt(0. • 7) -0.03422 k 0.0 ft +D+S+Mbr144(0,-1) -0.2312k 0.0 ft +0+0.70E+Mbiwria-7) -0.05366k 2.50 ft ,Lt+S+MbrWt(0, 1) -0.1947k 0.0 ft +0+0.70E+MbriNt(0. -1) Shear Dist from "I" Joint 1.612k-ft 2.50ft +D 5'MbrWt(0, 1) 0.0 k-ft 0.0 ft D 0nty+MbrWt(0, • 1) 1.882k-ft 10.0 ft +0+0.750S+0.52.50E+MbrWl(0, -7) -1.162 k-ft 1.837 ft +0+0.70E+tvlbrWl(0, -1) 0.0kft 0.0ft 0 Only+M1wW1(0, -1) -1.398 k-ft 2.501i +0+0.70E+MbrWt(0, -1) 1.323 k-ft 10.0ft +0+0. 750S+0.5250E+MbrWi(0, -1) -0.5309 k-ft 5.510 ft z-D+S40171Vo7(2 -1) 0.0 k-ft 0.0 ft 0 Only+M17/W1(0, -1) -1.355 k-ft 2.50 ft +0+0.750S+0, 5250E+MbrWt (0, -7) 0.5780 k-ft 10.0 ft +0+0.70E+MbrWt((T -1) -0.2461 k-ft 0.0 ft +0.60D+0.70E+Mt7rim(0,• 7) 0.0k-ft 0.0ft 0 Only+MbrWt(0,-1) -0.5780 k-ft 2.50 ft +0+0.70E+MbrWt(0, •7) -0.07133k 0.0ft -0.610+0.70E.,MbrWif0, • 1) -0.6446 k +0+S+MbribI(0,-7) 1.413 k +0!S+MbrWt(0,-1) -1.946 k +D+S+MI»Wi(0,-7) 0.5592 k -D+O. 70E+MnrWt (0, -1) 0.2318 k D Only>Mbr00, -1) 0.6184 k 0.0 ft 0.0 ft 10.0 ft 0.0 ft 0.0 ft 0.0 ft +D+S+Mbrt4/1(0,-7) -1.663 k 10.0 ft +D+S+Mbr'JJt(0,-1) 0.5419 k 0.0 ft +0+0.750S-0 5250E+Mbrw1(0. -1) 0,1611 k 0.0 ft 0 0nl y+MbrWt(0, -1) 0.09708 k 0.0 ft +0+S+MbrWr(0,-1) -0.1570 k 10.0 ft -0+0.70C-41brWr(0, -7) 0.2312 k 0.0 ft +0+0. 70 E+MbrW 1(0, - 7) 0.03422 k 0.0 ft +D+S+MbrWt(0,-1) Member Stress Checks... Stress Checks per AISC 360.10 & NDS 2012 Member Label 1-2 2-4 3-4 4-6 5-6 6-8 7-8 Section Label i ' '""' , Load Combination ColLine_1 Steel; +D+S+MbrWt(0,-1) BmLv1_1 Steell +D+0.750S+0.5250E+M ColLine_2 Steell +D+0.70E+MbrWt(0,-1) BmLvL1 Steel +0+0.750S+0.5250E+Mi CoiLine 3 Steel +D+0.750S+0.5250E+M: BmLv1_1 Steel +0+0.70E+MbrW1(0,-1) Colline_4 Steel +0+0.70E+MbrWt(0,-1) ial ( Max. Axial + Bending Stress Ratios I Max. Shear Stress Ratios Ratio Status Dist (ft) I Load Combination Ratio Status Dist (ft) r 0.069 PASS 2.501 +D+S+MbrWt(0,-1) 0.023 PASS 0.00 0.091 PASS 10.00 +D+S+MbrWt(0,-1) 0.071 PASS 10.00 0.061 PASS 2.50 +D+0.70E+MbrWt(0,-1) 0.020 PASS 0.00 0.063 PASS 10.00 +D+S+MbrWt(0,-1) 0.060 PASS 10.00 0.060 PASS 2.50 +0+0.750S+0.5250E+M 0.020 PASS 0.00 0.027 PASS 10.00 +0+0.70E+MbrWt(0,-1) 0.006 PASS 10.00 0.023 PASS 2.50 +0+0.70E+MbrWt(0,-1) 0.008 PASS 0.00 2-D Frame Analysis Lic. # : KW-06009143 Description : BOEING 9.101, SHORT FRAME I Joints... 2 Column • Joint Joint Coordinates , Label X Y , X Restraintft ft 1 0.0 ' 0.0 2 0.0 2.50 3 6.30 2.50 4 6.30 l 0.0 1 Fixed Fixed Beam I Members... Y Restraint File = c:1Usei RONM-11COCUME-1+ENERCA-11124.1409.ec6 ENERCALC, INC.19B3-2014, Build:6.14.6.15, Ver..6.14.6.15 Licensee : Kia CO Z Restraint Fixed Fixed Fixed i Fixed 3 Column 4 • Joint Temp eg F 0 0 0 0 Member I Endpoint Joints 1 Member I Property Label i Length Label 1 Joint J Joint r 1 End Releases J End Releases x y z 1 x y z A j Column 1 2 I 2.5001 Fixed Fixed Anne I Fixed Fixed Fixed B 1 Beam 2 3 1 6.300 ' Fixed Fixed Fixed Fixed Fixed Fixed C I Column 1 3 4 2.500 I Fixed Fixed Fixed Fixed Fixed Pinne Member Stress Check Data,.. l Member Unbraced Lengths Label 1 A B C Lu:z ft Lu:y 2.500 2.500 6.300 6.300 2.500 2.500 i Slenderness Factors AISC Bending & Stability Factors i K:z K:y Cm Cb 1 1.00 1.00 Internal Internal 1.00 1.00 Internal Internal 1.00 1.00 Internal Internal Materials... Member Label Default PIPE Steel Youngs ksi 1.00 29,000.00 29,000.00 Density kcf 0.000 0.490 0.490 Thermal Yield in/degr ksi 0.000000 0.000650 0.000650 1.00 36.00 50.00 i 2-D Frame Analysis Lic. # : KW-06009143 Description : BOEING 9-101, SHORT FRAME Member Sections... File = c .Users'uRONM-1lD0CUME-1\ENERCA-11124-1409.ec6 ENERCALC. INC. 1983-2014. 8ulld:6.14,6.15, Ver6.14.6.15 Licensee : Kia CO Prop Label Pipe4 Std W6x15 Group Tag j Material Area Depth Width Column Steel Beam Steel 2.970 in^2 4.430 in^2 4.50 in 4.50 in 5.990 in 5.990 in Ixx 6.820 in^4 29.10 inA4 lyy 6.820 inA4 9.320 in^4 r Joint Loads.... Joint Label 3 2 2 Load Direction Global Y Global X Global Y Dead Roof Live 1.20 1.20 Load Magnitude Live Snow Seismic 1.0 1.0 1.458 Wind 1.609 ftoad Combinations... Earth k k k IBC 2012 Load Combination . Group Description 1 Multiplier ID Only t0 TO +D+S r 1.0 ' -1.0 1.0 +D+0.7505 I 1.0 -1.0 1 1.0 +D+0.60W i 1.0 -1.0 I 1.0 +D+0.70E 1.0 -1.0 1.0 +0+0.450W 1.0 -1.0 1.0 +D+0.750S+0.450W 1.0 -1.0 1.0 +D+0.750S+0.5250E 1 1.0 -1.0 1.0 +0.60D+0.60W j 1.0 -1.0 0.60 +0.6013+0.70E i 1.0 -1.0 0.60 Self Wt Factors X Y Load Combination Factors Dead Roof Live Live Snow Seismic 1.0 Wind Earth 1.0 0.750 0.70 0.750 0.750 0.5250 0.70 0.60 0.450 0.450 0.60 Extreme Joint Displacements & Reactions Only Load Co 'nations giving maximum values are. listed 2 3 4 Joint Label Max Min Max Min Max Min Max Min X in 0.0 +0.60041.70E 0.0 D Only 0.03034 +0.600.0.70E .0000030 0 Only 0.03004 4.60D.0.70E -.0000030 D Only 0.0 +0+0.70E 0.0 OOnly Joint Displacements Y in 0.0 0.600+0.70E 0.0 +D+S -0.000131 +0.600+0.70E -0.000787 +O+S -0.000405 +0.000+0.60W -0.000806 +D+0.750S+0.5250E 0.0 +0.60D+0.604v 0.0 -0+0. 750S +0.5250E Z Radians 0.0 0.0 -.0000140 0 Only -0.000249 +0.60010.70E .0000140 D Cot). -0.000216 +0+0.70E 0.0 0.0 X k 0.009336 D Only -0.5027 +0.600+0.70E Joint Reactions Y Z k k-ft 2.273 0.3878 +0.600+0.70E -0.009336 2.327 D 0n41 +0+0.150S.0.5250E -0.5179 1.176 +0+0.706 +0.600+0.60W Extreme Member End Forces C}nty Load Combinations giving maximum values arrr, listed Member Label Axial Member " I " End Forces Shear k Moment k-ft Axial k Member " J " End Forces Shear k Moment k-ft A Max A Min B max B Min C 144dX C Min 2.273 +0+5 0.3878 +0.600+0.70E 0.5179 +0.60D+0.70E 0.009336 ►) Only 2.301 +11,0.7.5OS.0.5250E 1.151 +0.600+0,60W 0.5027 +0.600+0.70E -0.009336 0 Only 0.04748 0 Only -0.3575 +0+0.70E 0.5179 +0.60D+0.7 0E 0.009336 D Only 0.0 D Only 0.0 D Only 0.02334 -r 0+S -1.257 +0.600.0.70E 1.295 +0.6004.70C 0.02334 D only -0.3625 +0 600+0.70F -2.247 +O+S -0.009336 D 0nly -0.5179 +0.600+0.70E -1.176 -0.600+0.60W -2.327 +0+0.750S-0.5250E 0.009336 ()Only -0.5027 +0.600+0.70E 0.4525 +D.0.70E 0.04748 D Only -0.009336 D Only -0.5179 +0.601.1+0. /UL 1.257 -0.600.0.70E -0.02334 D Only -0.02334 +D+S -1.295 +0.600+0.70E 0.0 D Only 0.0 0 Onfy 2-D Frame Analysis Lic. # : KW-06009143 Description : 130EING 9-101, SHORT FRAME j Extreme Member Forces Re = c:tUsersiRONM-11.DOCUME-11ENERCA'-1t124.1409.ec6 ENERCALC. INC. 1983-2014, 6w'ki:6,14.6.15, Ver.6.14.6.15 Licensee : Kia CO Only Load Comuinations giving rnaximum values aie listed ; Mmbr Label Axial Dist from "I" Joint Moment Dist from "I' Joint Shear Dist from "1" Joint A B Max Min Max Min Max Min -0.3625k -2.273k -0.009336k -0.5179k 2.50 ft +0.60D+0.70E 0.0 ft 0.0 ft 0.0 ft -1.151k 0.0 ft +0.60D+0.60W -2.327k 2.50 ft +0+0.7505+0.52S0E +D+S 0 0n1, +0.60D+0.70E 0.02334 k-ft -1.257 k-ft 1.295 k-ft -1.257 k-ft 1.295 k-ft 0.0 k-ft 0 Only 10.600+0.10E D+0.70E +0.60D+0.70E +0.60D+0.70E D Only 2.50ft 2.50ft 6.30 fl 0.0 ft 0.0 ft 2.50ft 0.5027 k -0.009336 k 0.04748 k -0.4525 k 0.5179 k 0.009336 k +U 0043.70E 13 Only 9Ony +0+0.70E • 0,60D+0.70E D Only 0.0 ft 0.0 ft 0.0 ft 6.30 ft 0.0 ft 0.0 ft Member Stress Checks... Stress Checks per AISC 360-10 & NDS 2012 1 Member Label A B C Section Label Column Beam Column Max. Axial + Material Load Combination Steel +040.70E Steel +0.60D+0.70E Steel +D+0.70E Bending Stress Ratios Ratio Status 0.129 PASS 0.132 PASS 0.138 PASS Max. Shear Stress Ratios Dist (ft) 1 Load Combination Ratio Status 2.50' +0.80D+0.70E 6.30 140+0.70E 0.001 +0.60D+0.70E 0.019 0.017 0.019 PASS PASS PASS Dist (ft) 0.00 6.30 0.00 APPENDIX Technical Data Sheet for AH-J18 JOB NAME 4YDUWS(RH000) REP. OFFICE Norby Company (Seattle) JOB DESCRIPTION Boeing-AH-J18 SALESMAN TIC MODEL NUMBER RDS800C ENGINEER - UNIT TAGGING AH-J18 VERSION 4.71 SUPPLY RETURN / EXHAUST Air volume 10720 9670 s cfm Altitude 0 0 ft External static 2.98 1.50 ins WC Total static 4.93 1.50 ins WC CASING DETAILS Unit dimensions (H x W x L ins) 56 x 94 x 212 Unit weight ( Ibs) 5898 Exterior Beige polyester paint exceeding ASTM B117 salt spray standard Liner Solid galvanized steel Insulation Nominal 2" thick, 1 Y:lb. density fiberglass Doors Single lever access doors on both sides ELECTRICAL DETAILS Unit voltage 460/60/3 MCA ( amps) 30.4 MROPD ( amps) 45.0 SCCR (kAIC) 10.0 Field connection None Control box location None CONTROLS DETAILS Temperature controls None - No power package Airflow controls None Auxiliary controls None Starting options Across the line SPECIALS Static pressure 0.00 ins WC Weight 0.00 Ibs RETURN AIR SECTION Return air option Opening location Air pressure drop 0-100% Economizer with barometric damper Plenum options None Bottom Smoke detector None 0.10 ins WC Job Number: 4YDUWS Job Name: Boeing-AH-J18 Page 3of13 Prepared Date: 9/15/2014 www.DaikinApplied.com Technical Data Sheet for AH-J18 RETURN FAN SECTION Air volume 9670 cfm Motor power 5.00 hp Total static pressure 1.50 ins WC Motor type ODP, Premium efficiency Fan type/Class SWSI AF / Class II Motor efficiency Premium Fan wheel diameter 30.00 ins Full load current 6.8 A Brake horsepower 4.50 hp Lock rotor current 48.0 A Operating speed 952.5 rpm Drive ser. factor/Type Standard / Fixed pitch Air modulation No modulation Fan isolation Spring w/ seismic snubbers DRIVES Fan sheave AK94H Motor sheave AK54H Number of belts 1 Belt A68 FILTER SECTION • Type Flat Face area 24.0 ft2 Efficiency 95 % Air pressure drop 0.78 ins WC Face velocity 447 fpm CHILLED WATER COIL SECTION Coil model 5WS1006C Number of coils 1 Total capacity 616319 Btu/h Number of rows 6 Sensible capacity 348427 Btu/h Fins per inch 10 Entering db/wb 83.0 / 71.0 F Entering water 45.0 F Leaving db/wb 53.3 / 53.1 F Leaving water 55.5 F Finned height x length 48.0 x 78.0 ins Water flow rate 118.00 gpm Face area 26.0 ft2 Coil water PD 11.10 ftHD Face velocity 412 ft/m Valve water PD 0.00 ftHD Coil air pressure drop 0.90 ins WC Piping water PD 0.00 ft/HD Connection type Cu tube (MPT Cu) Water velocity 4.00 Ft/s Connection Qty x size 1- 2.5 ins Fin material 0.0075" Aluminum Connection location Opposite drive side Tube material 0.020" Nom Cu std Mod 3 - way valve None Header material Copper Glycol type (%) None Case material None Drain pan Stainless steel Coil code SUPPLY FAN SECTION Air volume 10720 cfm Motor power 15.00 hp Total static pressure 4.93 ins WC Motor type ODP, Premium efficiency Fan type/Class DWDI AF / Class 1I Motor efficiency Premium Fan wheel diameter 20.00 ins Full load current 18.9 A Brake horsepower 14.18 hp Lock rotor current 117.0 A Operating speed 2444.3 rpm Drive ser. factor/Type Standard / Fixed pitch Air modulation No modulation Fan isolation Spring w/ seismic snubbers DRIVES Fan sheave 2B5V48 Motor sheave 2B5V66 Number of belts 2 Belt BX38 Job Number: 4YDUWS Job Name: Boeing-AH-118 Page Prepared Date: 9/15/2014 4of13 www.DaikinApplied.com Technical Data Sheet for AH-118 HOT WATER HEAT Type Hot water Rows / FPI 1 / 9 EDB/LDB 60.0 / 98.3 F Mod 3-way valve None Capacity 448620 Btu/h Water flow rate 35.20 gpm EWT/LWT 200.0 / 174.5 F Coil water PD 3.70 Ft Air pressure drop 0.17 ins WC Valve water PD 0.00 Ft Piping water PD 0.00 Ft DISCHARGE PLENUM SECTION Opening location Bottom Smoke detector None Plenum options None Air pressure drop 0.00 ins WC NOTES SHIPPING SECTION DETAILS Length (inches) Weight (lb) Section 1 212.00 5898.00 TOTALS 212.00 5898.00 WARRANTY DETAILS Parts Heat Exchanger Standard ( yrs) 1 0 Extended ( yrs) 0 0 UNIT SOUND 63 Hz 125 Hz 250 Hz 500 Hz 1000 Hz 2000 Hz 4000 Hz 8000 Hz Radiated 73 73 67 65 59 48 37 30 Unit discharge 88 84 78 79 73 67 59 51 Unit return 90 89 83 84 77 70 61 53 Job Number: 4YDUW5 Job Name: Boeing-AH-J18 Page 5of13 Prepared Date: 9/15/2014 www.DaikinApplied.com Drawing for AH-J18 s .16 ou) 00 --- 0 Sri ai o = M , N N 'II 00 00 • i (O h 0 0 0 0 0 oot`oo nioc c\i66 O 00) (0A O 0 i-Ocoa)cov- 0000 0 0 0 0 0 oG cV c'i c11 b o co i( — r e- R tl lf') O o a) _ c EI c o c o c o o rn•=c( my o c a o .o Ofi0000 E ¢O300W0 0 to S'S 0 0 0 0 d- 0 u q op N 0 (N In r 0 n C\ DRAIN CONN. 0 (\i 9 4 r 0-VG V) b LLI O N Z a) -t E O N ` co ¢ L < O waai c o o 141, o • 0 m ¢ tY (7 Z Li 3 z ¢w >0mF=� -° Job Number: 4YDUW5 Page Prepared Date: 9/15/2014 Job Name: Boeing-AH-i18 10 of 13 www.DaikinAoolied.com SSS Drawing for AH-118 s m• oo 00 Zorn o0 i M , • N -v ow 00 fit • (°—• - Co co 00000 001-00 N O O CV o 0 0 0 0 0 O)&000 �diicorn(O'- 0 0 0 0 00000 cci XO0 r-Cc) a0 O z z 0 U z 1-1 ry q N O N cri 0 co r ) ID 5 C/) a. a) co o .r N = r Co Rcn aN-mQ1Z z ui 0 z�Ill F-0 �ozO 2. Job Number 4YDUWS Page Job Name: Boeing-AH-J18 11 of 13 Prepared Date: 9/15/2014 www.DaikinAoaiied.com Drawing for AH-J18 ,••••••• - - ( 00 uS I UP C)0000 00f•-•00 NooNcid o o 00)1000 C). . 0) (0 0) to •e- 0000 C)0000 c). co cNi cNi - oov-coto a. 2 11-) c0 w cr) a) E a) - .c c a (66 c 'E E -5. is 0 _ 0 - oce880.c5 < co a L1J 0 .„9 Z CE:91.--c.C\I .. _ 0 m r 1 .„--- ,-- _---- __---- .--- ,--- ,--- ,..:--- _.....--- ,..--- oft . 1 Atow Ilk 0 o AA V IAU 'V 11/ 0 17 6 0 • co .o E o 5 0 10. 0)co c) W c GO CI) , o o 0 03 < di 0 (• <2 < CO Luixozo Job Number: 4YDUW5 Paee Job Name: Boeing -AH-118 Prepared Date: 9/15/2014 12 of 13 www.DaikinAoolied.com Connie Hardin From: ali ghassemikia <ali@kiaengineering.com> Sent: Tuesday, December 16, 2014 5:53 PM To: Tim Carter Cc: Max Greenheck; Connie Hardin Subject: RE: Boeing 9-10143467 - Office AHU Upgrades CORRECTION NOTICE Attachments: BLDG DEPT COMMENTS 12-16-14.pdf Hi Tim, Attached are revised structural sheets per building department comments. None of the items changes anything structurally. Ali Ghassemikia, PE Kia CO Engineering 16301 NE 8th Street, Suite 251 Bellevue, WA 98008 425-644-6400 (0) 425-351-5999 (C) From: Tim Carter [timc@holadayparks.com] Sent: Wednesday, December 10, 2014 1:54 PM To: ali ghassemikia Cc: Max Greenheck; Connie Hardin Subject: FW: Boeing 9-101 43467 - Office AHU Upgrades CORRECTION NOTICE Allie, Can you address the city's steel concerns? Thank you Tim Carter, Project Manager HOLADAY-PARKS, INC. 206.248.9700 main 206.988.4455 direct CORBE LTR# RECEIVED CITY OF TUKWILA ,TION DEC 17 2014 PERMIT CENTER lit ii•• 0 x17 i City of Tukwila Department of Community Development December 08, 2014 CONNIE HARDIN 4600 S 134 PL SEATTLE, WA 98168 RE: Correction Letter # 1 MECHANICAL Permit Application Number M14-0217 BOEING #9-101 - OFFICE AHU UPG - 9725 E MARGINAL WAY S Dear CONNIE HARDIN, Jim Haggerton, Mayor Jack Pace, Director 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 DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these 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. (BUILDING REVIEW NOTES) 1. The engineering pack shows additional steel construction to the platform; however I could not find anything referring to special inspections with specifications for the steel construction. Also in reference to the AHU, I could not find any information for installation of smoke detector on the return side of the unit. Please clarify or provide all necessary information on the plans. Include notes specifying steel construction shall be completed by WABO certified welder. 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, Bill Rambo Permit Technician File No. M14-0217 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0217 DATE: 12/17/14 PROJECT NAME: BOEING #9-101 - OFFICE AHU UPGRADES SITE ADDRESS: 9725 E MARGINAL WAYS Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: AwC, Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator n ■ PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/18/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 01/15/15 Approved with Conditions .k"/ Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0217 DATE: 12/02/14 PROJECT NAME: BOEING #9-101 - OFFICE AHU UPGRADES SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 4c- Building Division In Public Works /A V\ A1NC aimer):-B-1 Fire Prevention 1.1 Planning Division Structural Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/04/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n ►0 (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 01/01/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 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.tulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: iZ ,-, ‘,A Plan Check/Permit Number: M 14-0217 ❑ 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: Boeing #9-101 — Office AHU Upgrades Project Address: 9725 E`-lMarglinal Way S Contact Person. 4.. AC.A.4 .4 w Phone Number: (p' Z. 57.) '3 Summary of Revision: • Cny 0 PERMIT CEt4x LP* Sheet Number(s): "Cloud" or highlight all areas of revision including ¢ resj si Received at the City of Tukwila Permit Center by: 4;1--__Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: HOLADAY PARKS INC Page 1 of 4 °Ilk Washington State Department of Labor & Industries HOLADAY PARKS INC Owner or tradesperson PARKS, GERALD T JR Principals PARKS, GERALD T JR, PRESIDENT NAILON, JUNE ANNETTE, VICE PRESIDENT O'CONNOR, BONNY K, SECRETARY BECK, DAVID CLARENCE, TREASURER VAN DER VEEN, ERIC M, VICE PRESIDENT (End: 08/14/2013) PIZZEY, GRACE KATHERINE, VICE PRESIDENT (End: 08/14/2013) VAN DER VEEN, JULIE ELIZABETH, MEMBER (End: 08/14/2013) CONNELL, DANIEL AARON, MEMBER (End: 08/14/2013) GIRI, BUIT, MEMBER (End: 08/14/2013) KIEL, RINALD HOWARD, MEMBER (End: 08/14/2013) WHITMYRE, CHRISTIAN, MEMBER (End: 08/14/2013) NELSON, MICHAEL, SECRETARY (End: 11/04/2010) PARKS, DAVID L, TREASURER (End: 11/04/2010) TALBOT, PAUL, TREASURER (End: 11/04/2010) Doing business as HOLADAY PARKS INC WA UBI No. 578 004 089 4600 S 134TH PL SEATTLE, WA98168 206-248-9700 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 01/12/2015