Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M17-0179 - BOEING #9-008 T-PROP - HEAT PUMPS
BOEING #9-008 T -PROP 9725 E MARGINAL WAY M17-0179 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 5624201032 Permit Number: M17-0179 9725 E MARGINAL WAY S BLDG 9-008 Issue Date: 12/13/2017 Permit Expires On: 6/11/2018 Project Name: BOEING #9-008 T -PROP 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 4600 S 134 PL, SEATTLE, WA, 98168 HOLADP1379NO Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2019 DESCRIPTION OF WORK: ADD 4 NEW HEAT PUMPS, ASSOCIATED PIPING AND DUCTWORK Valuation of Work: $30,000.00 Type of Work: Fuel type: Fees Collected: $615.18 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: Date: (.//3//2 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 developdient plermit-a ..d a:ree`to the conditions attached to this permit. Signature: , ,' Date: G-1 LS ( i 2 Print Name: �`_ �r\v-\ f -eFri r� 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: 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. 2: 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. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TU LA C rnemunity Development Dopar, ,rent Permit Center 6300 SouthcenterBlvd., Suite 10( Tukwila, WA 98188 http://www.TitkwilaW A. gov SITE LOCATION Mechanical Permit No. M Ii'Oli- I Project No. - p Date Application Accepted: 11 Date Application Expires .fir (Thr office use only) MECHANI CAL PERMIT APPLICATION Applications and plansmust be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** Site Address:Q-12C P Tenant Name: King Co Assessor's Tax No.: SZ- e /03 Suite Number New Tenant: CONTACT PERSON — person receiving all proje t communication Name: A 4f/; Hard� Q % Address: fa, S /3L ,2 City. State: Phon- Emai_ L e V1.A K.d .;? Floor:_ 0 Yes aerrr MECHANICAL CONTRACTOR INFORMATION Company Name: t s Address:q ,al) s 3 p City: State- Zile , i Phone:6 ZCZ5 LAIO Fax 2 Li 1 VD Contr Reg No. Gal •r, , F 6 l Date: ®f„ ®� /`°' Tukwila Business License No.: Valuation of project (contractor's bid price): $_ Describe the scope of work in detail: PAA_ nom_ o�oec.��P p�� dCss�- Use: Residential: New ❑ Replacement 0 Commercial: New ❑ Replacement i Fuel Type: Electric ❑ Gas ...... ❑ Other: Fi;tApplicationalForma-Applications Qn Linc12016 ApplicatienslMcchanicat Pc nit Application Revises 1-4-16.docx Revised: January 2016 bl: Page 1 of 2 Indicate type of mechanical work being installed ar d the quantity below: Unit Type .Qty Furnace <100k btu III Furnace >100k btu Industrial 60 dB(A) Floor furnace Illi Suspended/wall/floor mounted heater 57 dB:A) Appliance vent ■ Repair or addition to heat/refrig/cooling system Industrial Air handling unit 50 dB(A) <10,000 cfm ■ Unit Tyler Qty Air handling unt III >10.000 cfm Industrial 60 dB(A) Eva, orator cook r Illi Ventilation fan connected to sin 1e duct 57 dB:A) Ventilation systt m ■ Hood and duct Industrial Incinerator — do nestic11 50 dB(A) Incinerator — comnilindustria ■ Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boller/Compressor Qty 0-3 hp/100,000 bm 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 Noise: Mechanical units need to be in compliance with the Tul. mita Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, ifs rand 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 45 dB(A) Commercial 57 dB(A) Industrial 60 dB(A) Residential 55 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-1 OPM, Monday through I: riday and 8AM-IOPM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, in.ciudir • Warning devices; • Construction and property maintenance during the da rtime hours (7am- I Opm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of constr' to possible revision by the permit center to comply wi+. Expiration of plan review =- applications for which n The building official may grant one extension of time and justifiable cause demonstrated. Section 105.3.2 Ii I HEREBY CERTIFY THAT I HAVE READ A1: PENALTY OF PERJURY BY THE LAWS OF THI BUILDIN Signature: .cion amount should be entered by the applicant. This figure will be reviewed and is subject t current fee schedules. • permit is issued within 180 days following the date of application shall expire by limitation. or additional periods not to exceed 90 days each. The extension shall be requested in writing tentational Building Code (current edition). D EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT Date: t Day Telephone: Zb{e• Zs -0 1 S-30 Aa c Cgi(o( City State Zip Print Name: _t fl u� "bn Mailing Address: 4 6 DC 1-1� 12 RitAprlicationakPomtw Applications On Line\2016 Applioalionsllrfcehanical Pc mi: Application Revised 1-4.16.docx Raised: ,lanae? 2016 bh Page 2 of 2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $615.18 M17-0179 Address: 9725 E MARGINAL WAY S BLDG 9-008 Apn: 5624201032 $615.18 Credit Card Fee $17.92 Credit Card Fee R000.369.908.00.00 0.00 $17.92 MECHANICAL $574.29 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $426.28 PLAN CHECK FEE R000.322.102.00.00 0.00 $114.86 TECHNOLOGY FEE $22.97 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12884 R000.322.900.04.00 0.00 $22.97 $615.18 Date Paid: Tuesday, November 28, 2017 Paid By: CONNIE HARDIN Pay Method: CREDIT CARD 01382G Printed: Tuesday, November 28, 2017 2:46 PM 1 of 1 SYSTEMS INSPECTION NO. CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit /7-0179 PERMIT NO. VISION (206) 431-3670 Project: Bo "Y 9-o®S' Type of Inspection: miremL /) mi. Address:Date Address:, 97 E pt Z * Called: Special Instructions: Date Wanted: 16 0 7-16 a.m. p.m. Req ester: 77,07 Phone No: Ac. -7- 956- 0901 Approved per applicable codes. Corrections required prior to approval. COMMENTS: bk - Duel- ,i1s0 -i`7 e",k -- mecmith L 7) 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 M17-ot7g Project: 7A// 9-608' Type of Inspection: /0 At cN oritte.- Address: Q7".'//1eai/, tall Date Called: Special Instructions: Rbi ''/y 044-crnStd/ctt-l— Date Wanted: /-3 /5 a.m. p.m. Requester: JCPF Phone No: 3130— '5 -y` 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: o k - ,eov enk' -ro / HSU/ A-7 Inspector: Date: l -3f 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 anirl-orn Project: 61N6- 9 -no , Type of Inspection: piPx/vvcr INsiuIL 7 )') Address: 97z -G--- is 1 L lay Date Called: Special Instructions: T jpp Date Wanted: am: —29-18 Requester: J 1'F —*. /DAY Pi -IRKS Phone No: b6178 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M17-617' NEUDORFER ENGINEERS INC. TEST, ADJUST & BALANCE BALANCE REPORT Boeing, Building 9-08 T -Prop Seattle, Washington 2017-1259 Project Completion Date: 04/02/18 Revision Date: 0 et En + ffeep r' WILLIAM C. NEUDORFER CERTIFICATION 2465 Exp. 3131/19 d�. 5516 1't Ave S Seattle, WA 98108 Phone (206) 621-1810 Fax (206) 343-9820 Revision Number: RECEIVED CITY OF TUKWILA APR ti 7 2018 PERMIT CENTER 2501 SE Columbia Way, Ste. #230 Vancouver, WA 98661 Phone (503) 235-8924 Fax (503) 235-8925 ne l Neudorfer E - u �T �j p� lisInc. C€rristilfling Engineers Seattle @ viand NeudvrferEngIn b :'gym PROJECT LOCATION Boeing Building 9-08, T -Prop Seattle, WA TABLE OF CONTENTS Cover Report Title Certification Warranty 3 4 5 Terms & Abbreviations 6-7 Executive Summary 8-9 Heat Pumps 10-15 Coil Tests 16-19 TAB Drawings 20-24 Instrument Calibration Sheet 25 2 Neudorfer Engineers. Inc. Consulting Eng3ersers Settle € ortiand Report Title CERTIFIED TEST: BALANCE REPORT Project: Boeing Building 9-08 T -Prop Seattle, Washington NEI Job#: 2017-1259 Engineer: FSI Consulting Engineers Contractor: Holaday Parks TAB Firm: Neudorfer Engineers Inc 5516 1st Avenue South Seattle, WA 98108 Test Engineer: Andy Eaden Architect: -- 5516 1st Ave S Seattle, WA 98108 Phone (206) 621-1810 Fax (206) 343-9820 3 WILLIAM C. NEtJDORFER CERTIFICATION 2465 Exp. 3/31/19 2501 SE Columbia Way, Ste. #230 Vancouver, WA 98661 Phone (503) 235-8924 Fax (503) 235-8925 Neudorfer Engineers. inc. Consull.dng, Engineers Seattle Portland www..N susfvtterErrgina`DO CERTIFICATION The data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems. Any variances from design quantities which exceed NEBB tolerances are noted in the Test-Adiust-Balance Report Project Summary. Significant / Noteworthy Remarks are noted on the General Remarks and General Field Notes pages. Other remarks are noted on individual test sheets. Noted deficiencies are not Neudorfer Engineers responsibility to repair. Prior to issuance of this report, Deficiency Reports are forwarded to our contracted agent. Warranty is limited to one year from the date of substantial completion. Within that time, any discrepancies, ambiguities, or omissions found in this report will be retested, adjusted, or balanced as needed. A written notification will be required. Submitted and Certified by: NEBB TAB Firm: Neudorfer Engineers Inc Certification No: 2465 Expiration Date: March 31, 2019 Certification Date: April 2, 2018 (Date completed) Signed and Sealed by: NEBB Supervisor: William C. Neudorfer 4 WIU.IAM C. NEUDORFER CERTIFICATION 2465 Exp. 3/31119 Neudorfer Engineers. incl Consul ng Engineers Seattle Portland www.NoudQrfe.rEngine .corn Warranty Project: Boeing Building 9-08 Warranty of Services: Neudorfer Engineers, Inc. warrants that the air balancing, evaluated during this performance evaluation are operating at the specified levels as documented within this report. At and only this time, and makes no other warranties, stated or implied, concerning the continued performance, operation or safety in the use of this equipment past this time. Neudorfer Engineers warrants the air and hydronic balancing for 1 year from the date of substantial completion. Neudorfer Engineers reserves the right to correct errors or omissions in the collections of data. Warranty Procedures: For all warranty items, Neudorfer Engineers requires written request. The written request should be specific on the areas of concern, such rooms, or equipment, and the type of issue the occupants are experiencing. Once written notification is received, Neudorfer Engineers will schedule a Technician. It is recommended that an Owner or A/E Representative be on site at that time. Voided Warranty and Additional Charges: If a complaint issue is due to a mechanical equipment failure, control or maintenance related, the return trip maybe subject to a service charge, not covered under warranty. Neudorfer Engineers reserves the right to resolve any TAB issue. If a third party or competing Test & Balance Commissioning firm test or adjust any equipment, all project warranty is voided. (This is typical standard for the Mechanical industry, as Manufacture, Mechanical and Control Contractor voids all warranty when a competing firm tests or manipulates their systems.) Any return trips to the job site are subject to a service charge and a purchase order will be required before returning to the job site. Document Archiving An electronic file of all test documents will be kept on file until the end of the Warranty period. During that time an electronic copy of the test data will be provided a no charge. Any additional hard / bound copies requested will be subject to a fee. 5 eudor er Engineers.. Inc. Consulting Eng€noers Seattle Portland Terms and Abbreviations Project: Boeing Building 9-08 AC or ACU Air Conditioner or Air Conditioning Unit Act. Actual ACCU Air Cooled Condensing Unit Address Equipment designation number given on the Control Program AH or AHU Air Handler or Air Handling Unit Amps Amperage AP Access Point APP. Application Arr Arrangement AVG Average BHP Brake Horsepower BTU British Thermal Units BTUH British Thermal Units per Hour CAV Constant Air Volume CBV Calbirated Balancing Valve (Circuit Setter) CC Cooling Coil CD Ceiling Diffuser CFLA Correct Full Load Amperage CFM Cubic Feet per Minute CH Chiller CHWS Chilled Water Supply CHWR Chilled Water Return Coeff. Coefficient CP Circulating Pump CR Ceiling Register CRAC Computer Room Air Conditioner CRU Computer Room Unit CT Cooling Tower CU Condenser Unit CUH Cabinet Unit Heater CWS Condenser Water Supply CWR Condenser Water Return DAT Discharge Air Temperature DB Dry Bulb DD Direct Drive DDC Direct Digital Controls: EMS Control System for the HVAC Delta Difference, net decrease or increase Des. Design Dia. Diameter Disch. Discharge DNL Data Not Listed EA Exhaust Air EAT Entering Air Temperature Economizer Controls and components that allow an air handler to logically utilize outdoor air for cooling as opposed to the use of mechanical cooling. EDC Electric Duct Coil EDH Electric Duct Heater EF Exhaust Fan EG Exhaust Grille EMCS Energy Management Control System ERU Energy Recovery Unit E.S.P. External Static Pressure Evap. Evaporator EWT Entering Water Temperature FCU Fan Coil Unit FD Fire Damper FH Fume Hood FLA Full Load Amperage: Maximum amperage a motor can draw. Flow Hood Instrument that captures air and converts the reading to CFM. FPB Fan Powered Box FPM Feet per Minute FR Field Report FT Foot, Feet FTU Fan Terminal Unit GPM Gallons per Minute HC Heating Coil HD Pressure Difference across the entering and leaving side of a pump. Heater O.L. Thermal overload protection for motors located at the motor starter (starter heaters) HEPA High Efficiency Particulate Arrestance HOA Hand / Off / Auto Switch HP Horsepower Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Terms and Abbreviations Project: Boeing Building 9-08 HRC Heat Recovery Coil HUH Hydronic Unit Heater HVAC Heating Ventilation and Air Conditioning HWS Heating Water Supply HWR Heating Water Return HX Heat Exchanger HZ Hertz, cycle per second I.D. Inside Diameter in. inches in.w.g. inches of water gauge Kfactor Correction factor to the free area need to calculate CFM. KW Kilowatts LAT Leaving Air Temperature LWG Low Wall Grille LWR Low Wall Register LWT Leaving Water Temperature MAU Make-up Air Hangling Unit MBH 1,000 BTUH MAX. Maximum Flow Requirements for DDC MBH Mega BTUs per hour (1 MBH=1,000BTUH) MIN Minimum Flow Requirements for DDC N/A Not Available N/S Not Shown or Specified OA Outside Air OBD Opposed Blade Damper O.D. Outside Diameter PD Pressure Drop. PH Phase PHC Preheat Coil Prim. Primary PSI Pounds per Square Inch RA Retum Air RAT Retum Air Temperature RF Retum Fan RH Relative Humidity RHC Reheat Coil RPM Revolutions per Minute RTU Roof Top Unit 7 RVA Rotating Vane Anemometer -reads air velocity in feet per minute SA Supply Air SAT Supply Air Temperature S.F. Service Factor Schedule Design data obtained from the (sched) mechanical prints' schedule of equipment. SCR Silcon Controlled Rectifier Speed Controller SF Supply Fan SFD Smoke/Fire Damper SP Static Pressure Spec(s) Specifications sq.ft. square feet Submittals Submitted data on equipment (subs) capabilities. Suct. Suction SWG Sidewall Grille SWR Sidewall Register TAB Test; Adjust; and Balance Tach Tachometer Tech Technician TSP Total Static Pressure: Difference between the entering and leaving static pressure of a fan. TP Traverse or Test Point UH Unit Heater VAV Variable Air Volume; box that contains a motorized damper that modulates airflow. VD Volume Damper VFD Variable Frequency Drive Velgrid Instrument that reads used to read velocity in feet per minute. VP Velocity Pressure VVT Variable Volume Terminal WC Water Column W.G. Water Gauge WB Wet Bulb Neudorfer Engineer - Inc. At Consulting Engineers Seattle Foreland WWW. N43ud rferEnpin PROJECT Boeing Building 9-08 T -Prop LOCATION Seattle, Washington EXECUTIVE SUMMARY This project has been balanced per plans and specifications using the National Environmental Balancing Bureau (NEBB) standards and procedures. Neudorfer Engineers performed the air balancing and water balancing on the following: (4) New Water Source Heat Pump. These fans have been checked for unit data, operating amperage, voltage, rotation, and operating static pressure. All outlets have been proportioned to ± 10% of design airflow unless otherwise noted. Existing Water Source Heat Pump (HP3B17/HP-1) This existing water source heat pump serves the 3rd floor of the Boeing Building 9-08, T -Prop space. Design is 550 CFM and actual is 570 CFM (104% of design total). Per the RFI from the mechanical engineer and the general contractor, Neudorfer Engineers was instructed to close both volume dampers to achieve the design total for this system. There was no design airflows provided on the mechanical print or schedule for outside air duct. Neudorfer Engineers did obtain the airflow on the return air inlet for this heat pump. After the supply diffusers were proportioned, then the thermostat was commanded to full cooling mode. Refer to the Coil Data Sheets for cooling mode, for further details. Then the thermostat was commanded to full heating mode. Refer to the Coil Data Sheets for heating mode, for further details. When all the data was recorded, the thermostat was put back to auto mode. Existing Water Source Heat Pump (HP3B18/HP-1) This existing water source heat pump serves the 3rd floor of the Boeing Building 9-08, T -Prop space. Design is 400 CFM and actual is 580 CFM (145% of design total). The mechanical engineer and Boeing Facility personal were fine with the actual CFM. There was no design airflows provided on the mechanical print or schedule for outside air duct. Neudorfer Engineers did obtain the airflow on the return air inlet for this heat pump. Then the thermostat was commanded to full cooling mode. Refer to the Coil Data Sheets for cooling mode, for further details. Then the thermostat was commanded to full NATIONAL ENVIRONMENTAL BALANCING BUREAU 8 Neudorfer Engineers- Inc. Cortsulling EnginQcirs Seattle Poriland' �x. NaudgrferEripin , rn PROJECT Boeing Building 9-08 T -Prop LOCATION Seattle, Washington EXECUTIVE SUMMARY (CONTD.) heating mode. Refer to the Coil Data Sheets for heating mode, for further details. When all the data was recorded, the thermostat was put back to auto mode. Existing Water Source Heat Pump (HP3B18/HP-2) This existing water source heat pump serves the 3rd floor of the Boeing Building 9-08, T -Prop space. Design is 950 CFM and actual is 1,000 CFM (105% of design total). Per the RFI from the mechanical engineer and the general contractor, Neudorfer Engineers was instructed to close both volume dampers to achieve the design total for this system. There was no design airflows provided on the mechanical print or schedule for outside air duct. Neudorfer Engineers did obtain the airflow on the return air inlet for this heat pump. After the supply diffusers were proportioned, then the thermostat was commanded to full cooling mode. Refer to the Coil Data Sheets for cooling mode, for further details. Then the thermostat was commanded to full heating mode. Refer to the Coil Data Sheets for heating mode, for further details. When all the data was recorded, the thermostat was put back to auto mode. Existing Water Source Heat Pump (HP3B18/HP-4) This existing water source heat pump serves the 3rd floor of the Boeing Building 9-08, T -Prop space. Design is 1,920 CFM and actual is 2,005 CFM (104% of design total). There was no design airflows provided on the mechanical print or schedule for outside air duct. Neudorfer Engineers did obtain a total air round duct traverse on the outside air duct. Refer to Duct Traverse Sheet T-01, for further details. After the supply diffusers were proportioned, then the thermostat was commanded to full cooling mode. Refer to the Coil Data Sheets for cooling mode, for further details. Then the thermostat was commanded to full heating mode. Refer to the Coil Data Sheets for heating mode, for further details. When all the data was recorded, the thermostat was put back to auto mode. Balancing diagrams are attached to this report with outlets numbered for locations. NATIONAL ENVIRONMENTAL BALANCING BUREAU 9 Neudorfer Engineers. Inc. Consulting Enginecrs Seattlo Portland' Heat Pump PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 DATE: 4/4/2018 CONTACT: Andy Eaden SYSTEM/UNIT: HP3B17/HP-1 AREA: 3rd Floor T -Prop Lab Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Unit Discharge Fan Rotation JP3B17/HP-1/Filter Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 DAIKIN W.CCW.4.015. D. E.Y. R.S.01.Y Y.F.C.Y.YY E0227711900100 Bottom Horizontal Counterclockwise Pleated 1 20x25x2 Test Data Total Design Flow Total Actual Flow RA Actual Flow OA Actual Flow HP3B17/HP-1/Fan Motor Volts T1-T2 Motor Amps T1 550 CFM 570 CFM 450 CFM 120 CFM 211 Volts 0.97 Amps Tested By: Andy Eaden Date: 3/30/2018 Motor Data HP3B17/HP-1/Fan Drive Type Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Direct Drive ZHONGSHAN 1/6 HP 1050 / 850 RPM 208-230 Volts 60 Hz 1.0 Amps Test Pressures Actual Total SP Fan Discharge SP Fan Suction SP Design External SP Actual External SP Filter DP Actual Coil DP Actual 0.54 in. wc 0.36 in. wc -0.18 in. wc 0.50 in. wc 0.38 in. wc 0.08 in. wc 0.11 in. we HP3B17/HP-1 Supply Outlet Summary System/Unit Area Served Type of Reading . Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet -01 * 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 275 365 290 105 (2) Outlet -02* 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 275 280 280 102 (2) Totals: - - - - - 550 645 570 104 - Log: H P3B 17/H P-1 /Outlet -01 HP3B17/HP-1 /Outlet -02 3/30/2018 Andy Eaden 3/30/2018 Andy Eaden (2 Per the RFI for this box, the mechanical engineer and Boeing have agreed that both volume dampers can be closed down to achieve the design CFM. (2) Per the RFI for this box, the mechanical engineer and Boeing have agreed that both volume dampers can be closed down to achieve the design CFM. HP3B17/HP-1 Retum Inlet Summary System/Unit Type of Reading Outlet Type Size LxW / 0 AK Design Velocity Design Value Prelim Reading Final .Reading Final % Remarks Inlet -01 Velgrid Duct 13 x 20 1.80 - 460 460 - - - 0 460 460 0 - Neudorfer Engineers, Inc. 10 Neudorfer,Engineer n Consulting Engineers Seattle Portland wa4wr.NeudvrterEngln "_`:,corm Heat Pump PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 DATE: 4/4/2018 CONTACT: Andy Eaden SYSTEM/UNIT: HP3B18/HP-1 AREA: 3rd Floor T -Prop Lab Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Unit Discharge Fan Rotation 1-1P3B18/HP-1/Filter Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 McQuay W.CCW.4.015. D. E.Y. R.S.01.Y Y.F.C.Y.YY E0227711900200 Bottom Horizontal Counterclockwise Pleated 1 20x25x2 Test Data Total Design Flow Total Actual Flow RA Actual Flow OA Actual Flow HP3B18/HP-1/Fan Fan Speed Motor Volts T1-T2 Motor Amps T1 400 CFM 580 CFM 460 CFM 120 CFM Low Speed 211 Volts 0.96 Amps Tested By: Andy Eaden Date: 3/30/2018 Motor. Data HP3B18/HP-1/Fan Drive Type Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Direct Drive ZHONGSHAN 1/6 HP 1050 / 850 RPM 208-230 Volts 1 60 Hz 1.0 Amps Test Pressures Actual Total SP Fan Discharge SP Fan Suction SP Design External SP Actual Extemal SP Filter DP Actual Coil DP Actual 0.53 in. wc 0.35 in. we -0.18 in. wc 0.50 in. wc 0.37 in. wc 0.07 in. wc 0.09 in. we HP3B18/HP-1 Supply Outlet Summary System/Unit Area Served Type of Reading Outlet Type Size LxW / D AK Design ` Velocity . Design , Value Prelim Reading Final Reading Final % Remarks Outlet -01 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 400 580 580 145 Totals: - - - - 400 580. 580 145 - HP3B18/HP-1 Return Inlet Summary System/Unit Area Served Type of Reading Outlet Type Size LxW / D AK Design Velocity Design .Value. Prelim Reading Final Reading Final % Remarks Inlet -01 3rd Floor T- Prop Lab Velgrid Duct 13 x 20 1.80 - 458 450 Totals:- - - - - 0 458 450 0 - Neudorfer Engineers, Inc. 11 eudorfer Engineers, Inc: Consulting Engineers Seattle Portland Heat Pump PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 DATE: 4/4/2018 CONTACT: Andy Eaden SYSTEM/UNIT: HP3B18/HP-2 AREA: 3rd Floor T -Prop Lab Unit Data Unit Manufacturer DAIKIN Unit Model Number W.CCW.5.030.D.K.R.S.01.YY. E.C.Y.YY Unit Serial Number E027711900500 Unit Discharge Bottom Horizontal Fan Rotation Counterclockwise HP3B18/HP-2/Filter Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 Pleated 1 16x25x2 Test Data Total Design Flow Total Actual Flow RA Actual Flow OA Actual Flow 1-IP3B18/HP-2/Fan Fan Speed Motor Volts T1-T2 Motor Amps T1 950 CFM 1000 CFM 840 CFM 160 CFM High / Low (1) Speed 488 Volts 0.92 Amps Log: Tested By: Andy Eaden Date: 3/30/2018 Motor Data }IP3B18/HP-2/Fan Drive Type Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Direct Drive ZHONGSHAN 1/3 HP 1100/900 RPM 460 Volts 1 60 Hz 1.2 Amps Test Pressures Actual Total SP Fan Discharge SP Fart Suction SP Design External SP Actual Extemal SP Filter DP Actual Coil DP Actual 0.53 in. wc 0.32 in. wc -0.21 in. wc 0.50 in. wc 0.34 in. wc 0.10 in. wc 0.18 in. wc HP3B18/HP-2/Fan 3/15/2018 Andy Eaden (1) The is direct drive motor is wired for low speed. HP3B18/HP-2 Supply Outlet Summary System/Unit Area Served Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet -01" 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 475 725 495 104 (2) Outlet -02" 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 475 530 505 106 (2) Totals:. - - - - -. 950 1255 1000 105 - Log: H P 3B 18/H P-2/Outlet-01 . H P 3B 18/H P-2/Outlet-02 3/30/2018 Andy Eaden 3/30/2018 Andy Eaden (2 Per the RFI for this box, the mechanical engineer and Boeing have agreed that both volume dampers can be closed down to achieve the design CFM. (2) Per the RFI for this box, the mechanical engineer and Boeing have agreed that both volume dampers can be closed down to achieve the design CFM. HP3B18/HP-2 Return Inlet Summary System/Unit Area Served Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet -01 3rd Floor T- Prop Lab Velgrid Duct 17 3/4 x 11 3/4 1.44 - 840 840 Totals: - - - - 0 840 840 0 - Neudorfer Engineers, Inc. 12 N udort r En neer Inc. Consuiting Engineers Seattle Poniard Heat Pump PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 DATE: 4/4/2018 CONTACT: Andy Eaden SYSTEM/UNIT: HP3B18/HP-4 AREA: 3rd Floor T -Prop Lab Unit Data Unit Manufacturer DAIKIN Unit Model Number W.CCH.5.060.D.K.R.S.01.YY. F.C.Y.YY Unit Serial Number E027711900600 Unit Discharge Bottom Horizontal Fan Rotation Counterclockwise HP3B18/HP-4/Filter Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 Pleated 1 16x25x2 Test Data Total Design Flow Total Actual Flow RA Actual Flow OA Actual Flow HP3B18/HP-4/Fan Motor Volts T1-T2 Motor Amps T1 1920 CFM 2005 CFM 1635 CFM 370 (1) CFM 277 Volts 1.96 Amps Log: Tested By: Andy Eaden Date: 4/2/2018 Motor Data H P3B18/HP-4/Fan Drive Type Motor Manufacturer Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Direct Drive (1) 460 Volts 1 60 Hz 2.0 Amps Test Pressures Actual Total SP Fan Discharge SP Fan Suction SP Design External SP Actual External SP Filter DP Actual Coil DP Actual 0.83 in. we 0.08 in. wc -0.75 in. wc 0.50 in. wc 0.16 in. wc 0.30 in. wc 0.16 in. wc HP3B18/HP-4 HP3B18/HP-4/Fan 4/2/2018 Andy Eaden 2/13/2018 Andy Eaden (1) The actual outside air CFM was obtained by a total air round duct traverse. Refer to duct traverse sheet T-01, for further details. (1) The motor support band was blocking the motor nameplate data. HP3B18/HP-4 Supply Outlet Summary System/Unit Area Served Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet -01 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 320 325 340 106 Outlet -02 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 320 335 340 106 Outlet -03 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 320 365 320 100 Outlet -04` 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 320 310 325 102 (1) Outlet -05 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 320 315 350 109 Outlet -06 3rd Floor T- Prop Lab Flowhood CD -3 10 x 10 1 - 320 370 330 103 Totals: - - - - - 1920 2020 2005 104 - Log: H P 3 B 18/ H P-4/Outlet-04 2/13/2018 Andy Eaden (1 The volume damper is full open. Neudorfer Engineers, Inc. 13 Neudorfer Engineer . Inc. Ccrr ulling Engineers Seattle Portland w.NeudprferEngtnaC ',corn Heat Pump PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 HP3B18/HP-4 Return Inlet Summary DATE: 4/4/2018 CONTACT: Andy Eaden System/Unit Area Served • Type of Reading .. Outlet .Type; Size LxW'/ D AK Design Velocity Design Value Prelim Reading Final Reading Final Remarks Inlet -01 3rd Floor T- Prop Lab Velgrid Duct 12.5 x 20 1.73 - 1640 1635 Totals: - 0 ' , .. 1640. 1635 0 Neudorfer Engineers, Inc. 14 Neudorfer ulcers. Inc:. Consulting Engineers Seattle Portland Duct Traverse PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 DATE: 4/4/2018 CONTACT: Andy Eaden SYSTEM/UNIT: T-01/Total air on outside air intake for HP3B18/HP4 Unit Data Type of Traverse Diameter Insulation Width Air Flow Area Number Of Rows Readings Per Row Total Readings Round 8 in. O in. 0.35 sq. ft. 2 10 20 Log: Tested By: Andy Eaden Date: 2/13/2018 Final Data Sum of Readings 21052 Average Reading 1053 FPM Actual Total Flow 369 CFM Static Pressure 0.03 in. T-01/Total air on outside air intake for 2/13/2018 Andy Eaden HP3B18/HP4 A Shortridge Multimeter with a Pitot Tube was used to obtain velocity readings. Hole 1 Traverse Data Points 0 1253 (7_, 1238 1140 1155 938 1099 1191 1177 879 1093 955 1104 860 859 940 8 891 1069 1051 1043 Neudorfer Engineers, Inc. 15 Neudo rf r Engineers. Inc, Consulting Engineers Seattio Portland ter. t4eudorf'erEngineb ' : corn Coil Test PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 DATE: 4/4/2018 CONTACT: Andy Eaden SYSTEM/UNIT: HP3B17/HP-1 (Cooling Mode) AREA: 3rd Floor T -Prop Lab Unit Data System Number Valve Manufacture Valve Model Number Valve Size Coil Location Coil Type HP3B17/HP-1 Danfoss 1/2" HF 1/2" Ceiling Condenser Water Log: Tested By: Andy Eaden Date: 4/2/2018 Air Test Data Ent. Air DB Temp Design Ent. Air DB Temp Actual Ent. Air WB Temp Design Leay. Air DB Temp Design Leay. Air DB Temp Actual Leay. Air WB Temp Actual Air Temp Delta T Design Air Temp Delta T Actual 80.0 Deg F 70.3 Deg F 67.0 Deg F 65.0 Deg F 47.8 Deg F 35.9 Deg F 15.0 Deg F 22.5 Deg F Water Test Data CBV Position Water Flow Design Water Flow Actual Ent. Water Temp Design Ent. Water Temp Actual Leay. Water Temp Actual Water Delta T Actual 48% (1) 3.0 GPM 3.0 (1) GPM 85.0 Deg F 76.4 Deg F 67.3 Deg F 9.1 Deg F HP3B17/HP-1 (Cooling Mode) 3/30/2018 Andy Eaden (1) Per the Danfoss percentage chart, the valve was set at 48% to achieve the 3.0 design GPM. SYSTEM/UNIT: HP3B17/HP-1 (Heating Mode) AREA: 3rd Floor T -Prop Lab Unit Data System Number Valve Manufacture Valve Model Number Valve Size Coil Location Coil Type HP3B17/HP-1 Danfoss 1/2" HF 1/T Ceiling Condenser Water Log: Tested By: Andy Eaden Date: 4/2/2018 Air Test Data Ent. Air DB Temp Actual Leay. Air DB Temp Actual Air Temp Delta T Actual 70.2 Deg F 114.1 Deg F 43.9 Deg F Water Test Data CBV Position Water Flow Design Water Flow Actual Ent. Water Temp Design Ent. Water Temp Actual Leay. Water Temp Actual Water Delta T Actual 48% (1) 3.0 GPM 3.0 (1) GPM 65.0 Deg F 67.8 Deg F 59.3 Deg F 8.5 Deg F HP3B17/HP-1 (Heating Mode) 3/30/2018 Andy Eaden (1) Per the Danfoss percentage chart, the valve was set at 48% to achieve the 3.0 design GPM. Neudorfer Engineers, Inc. 16 Neudorfer E -neers itnc, Consulting Engineers Seaitlo ' Portland' wr-e.NauderfsrEnglnee :oorn Coil Test PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 DATE: 4/4/2018 CONTACT: Andy Eaden SYSTEM/UNIT: HP3B18/HP-1 (Cooling Mode) AREA: 3rd Floor T -Prop Lab Unit Data System Number HP3B18/HP-1 Valve Manufacture Danfoss Valve Model Number 1/2" HF Valve Size 1/2" Coil Location Ceiling Coil Type Condenser Water Log: Tested By: Andy Eaden Date: 4/2/2018 Air Test Data Ent. Air DB Temp Design Ent. Air DB Temp Actual Ent. Air WB Temp Design Leay. Air DB Temp Design Leay. Air DB Temp Actual Leay. Air WB Temp Actual Air Temp Delta T Design Air Temp Delta T Actual 80.0 Deg F 70.3 Deg F 67.0 Deg F 65.0 Deg F 47.8 Deg F 35.5 Deg F 15.0 Deg F 22.5 Deg F Water -Test Data CBV Position Water Flow Design Water Flow Actual Ent. Water Temp Design Ent. Water Temp Actual Leay. Water Temp Actual Water Delta T Actual 48% (1) 3.00 GPM 3.0 (1) GPM 85.0 Deg F 76.4 Deg F 67.3 Deg F 9.1 Deg F HP3B18/HP-1 (Cooling Mode) 3/30/2018 Andy Eaden (1) Per the Danfoss percentage chart, the valve was set at 48% to achieve the 3.0 design GPM. SYSTEM/UNIT: HP3B18/HP-1 (Heating Mode) AREA: 3rd Floor T -Prop Lab Unit Data System Number HP3B18/HP-1 Valve Manufacture Danfoss Valve Model Number 1/2" HF Valve Size 1/2" Coil Location Ceiling Coil Type Condenser Water Log: Tested By: Andy Eaden Date: 4/2/2018 Air Test Data Ent. Air DB Temp Actual Leay. Air DB Temp Actual Air Temp Delta T Actual 70.2 Deg F 114.1 Deg F 43.9 Deg F Water Test Data CBV Position Water Flow Design Water Flow Actual Ent. Water Temp Design Ent. Water Temp Actual Leay. Water Temp Actual Water Delta T Actual 48% (1) 3.0 GPM 3.0 (1) GPM 65.0 Deg F 67.8 Deg F 59.3 Deg F 8.5 Deg F HP3B18/HP-1 (Heating Mode) 3/30/2018 Andy Eaden (1) Per the Danfoss percentage chart, the valve was set at 48% to achieve the 3.0 design GPM. Neudorfer Engineers, Inc. 17 Neilciarfer 'Engineers, Inc: Consulting Engineers Seattle € ortland w w,NcudorterErvinab`:,:Dorn Coil Test PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 DATE: 4/4/2018 CONTACT: Andy Eaden SYSTEM/UNIT: HP3B18/HP-2 (Cooling Mode) AREA: 3rd Floor T -Prop Lab Unit Data System Number HP3B18/HP-2 Valve Manufacture Danfoss Valve Model Number 3/4" HF Valve Size 3/4" Coil Location Ceiling Coil Type Condenser Water Log: Tested By: Andy Eaden Date: 4/2/2018 Air Test Data Ent. Air DB Temp Design Ent. Air DB Temp Actual Ent. Air WB Temp Design Ent. Air WB Temp Actual Leay. Air DB Temp Design Leay. Air DB Temp Actual Leay. Air WB Temp Actual Air Temp Delta T Design Air Temp Delta T Actual 80.0 Deg F 70.2 Deg F 67.0 Deg F 57.5 Deg F 65.0 Deg F 47.5 Deg F 34.6 Deg F 15.0 Deg F 22.7 Deg F Water Test Data CBV Position Water Flow Design Water Flow Actual Ent. Water Temp Design Ent. Water Temp Actual Leay. Water Temp Actual Water Delta T Actual 81% (1) 6.1 GPM 6.1 (1) GPM 85.0 Deg F 67.3 Deg F 76.2 Deg F 8.9 Deg F HP3B18/HP-2 (Cooling Mode) 3/30/2018 Andy Eaden (1) Per the Danfoss percentage chart, the valve was set at 81% to achieve the 6.1 design GPM. SYSTEM/UNIT: HP3B18IHP-2 (Heating Mode) AREA: 3rd Floor T -Prop Lab Unit Data System Number HP3B18/HP-2 Valve Manufacture Danfoss Valve Model Number 3/4" HF Valve Size 3/4" Coil Location Ceiling Coil Type Condenser Water Log: Tested By: Andy Eaden Date: 4/2/2018 Air Test Data Ent. Air DB Temp Actual Leay. Air DB Temp Actual Air Temp Delta T Actual 70.4 Deg F 113.9 Deg F 43.5 Deg F Water Test Data CBV Position Water Flow Design Water Flow Actual Ent. Water Temp Design Ent. Water Temp Actual Leay. Water Temp Actual Water Delta T Actual 81% (1) 6.1 GPM 6.1 (1) GPM 65.0 Deg F 67.7 Deg F 59.5 Deg F 8.2 Deg F HP3B18/HP-2 (Heating Mode) 3/30/2018 Andy Eaden (1) Per the Danfoss percentage chart, the valve was set at 81% to achieve the 6.1 design GPM. Neudonfer Engineers, Inc. 18 Neudorfer EnEngineers. Inc. Consulting Enginc rs Seattla Portland Coil Test PROJECT: Boeing Bldg. 9-08 T -Prop LOCATION: SEATTLE, WA PROJECT #: 2017-1259 DATE: 4/4/2018 CONTACT: Andy Eaden SYSTEM/UNIT: HP3B18/HP-4 (Cooling Mode) AREA: 3rd Floor T -Prop Lab Unit Data System Number HP3B18/HP-4 Valve Manufacture Danfoss Valve Model Number 1 1/4" HF Valve Size 1-1/4" Coil Location Ceiling Coil Type Condenser Water Log: Tested By: Andy Eaden Date: 4/2/2018 Air Test Data Ent. Air DB Temp Design Ent. Air DB Temp Actual Ent. Air WB Temp Design Ent. Air WB Temp Actual Leay. Air DB Temp Design Leay. Air DB Temp Actual Leay. Air WB Temp Actual Air Temp Delta T Design Air Temp Delta T Actual 80.0 Deg F 70.4 Deg F 67.0 Deg F 57.6 Deg F 65.0 Deg F 48.5 Deg F 35.6 Deg F 15.0 Deg F 21.9 Deg F Water Test Data CBV Position Water Flow Design Water Flow Actual Ent. Water Temp Design Ent. Water Temp Actual Leay. Water Temp Actual Water Delta T Actual 91% (1) 12.8 GPM 12.8 (1) GPM 85.0 Deg F 68.9 Deg F 76.0 Deg F 7.1 Deg F HP3B18/HP-4 (Cooling Mode) 3/30/2018 Andy Eaden (1) Per the Danfoss percentage chart, the valve was. set at 91% to achieve the 12.8 design GPM. SYSTEM/UNIT: HP3B18/HP-4 (Heating Mode) AREA: 3rd Floor T -Prop Lab Unit Data System Number HP3B17/HP-1 Valve Manufacture Danfoss Valve Model Number 1 1/4" HF Valve Size 1-1/4" Coil Location Ceiling Coil Type Condenser Water Log: Tested By: Andy Eaden Date: 4/2/2018 Air Test Data Ent. Air DB Temp Actual Leay. Air DB Temp Actual Air Temp Delta T Actual 70.2 Deg F 113.5 Deg F 43.3 Deg F Water Test -Data CBV Position Water Flow Design Water Flow Actual Ent. Water Temp Design Ent. Water Temp Actual Leay. Water Temp Actual Water Delta T Actual 91% (1) 12.8 GPM 12.8(1) GPM 65.0 Deg F 67.8 Deg F 59.6 Deg F 8.2 Deg F HP3B18/HP-4 (Heating Mode) 3/30/2018 Andy Eaden (1) Per the Danfoss percentage chart, the valve was set at 91% to achieve the 12.8 design GPM. Neudorfer Engineers, Inc. 19 9 N�O � m 0 r 47. ai fi 90-6 JNIO1If1E -o ..- _ –4 o -41 0 0 O z� <c 0Iz -o 1 D \ cyl ?1 ., o ,.. fir..==`==,.vpir sruirm Lan �1 Nl-F" II—U'I__In®Qj� . . ..elf41111111 I�I- 1'I I0/d 0 ►1 12/6 � _M IM I 14� I!2IN,41``Ll ill_____—, , I 40/30 0111°. 411 mu to/�. rr ry o t A !• r oi N a r j /2 8 10 d111 iiir 0 NI aid 0 q tIL•J !},^ glielMt2 In -_ - MN0.LC 'e 1�.i���� � it H m �� �� . cyl ?1 ttth be c r NVId 0VAH 8001d 081H1 v N 4n 0) O o 8 O mn A Z -4 O 0 z • a a r r O 0 A 3.•z r D z :°FSO 40 u8 SFS raj t. _coo -c:! 10 t�'68 10 :6 N _ li,■,, _t� l noun'c I . . q C.ic = / 40.' Ni -3, �iJ $ % 1 /8 W`l6 10/6 �" r 120 12/8 • 1 ©J612 I © 48/12 16/ R Cil .. 0 •' In �4o/30o I' .- 4 n, awl tl M mwr „)- 9 ,lam �- tl z. N qc (Cr,'0 40/30 1 '\6 0 � - NJ - 6 ❑ � � N Ni4 WV �m nHT1 �E_. ZIP7 pi .__-, m12/6. _ ______Jm 14/6 I \� Win - CK Cle 0�4�1 `}.� 12/81 10/8 `I■Yp=cam' n 16Hm�1116F��„6�-��.. � / rid - „II/ VJlit -41• 16 F I `.1 ,_._ ....__ 8 � i M io N = = 72 0 !m fo m 01 L Nm� PROGRAM PERIMETE L ^— MP STC 45 PART! - STC 45 PARTITION StC 50 PARTITION l � LEGEND: — EXISTING WALLS — NEW FULL -HEIGHT I - OELXAAITABLE PMT FURNISHED AND IN BY OAS �m 4..... o Nat O=° lip .. 4� a ', g9 r r O 0 A 3.•z r D z :°FSO raj _ li,■,, .... . q C.ic % 1 /8 W`l6 10/6 120 12/8 10 1 14/8 16/ •' In �4o/30o I' .- 4 „)- (Cr,'0 40/30 1 '\6 0 � - NJ - 6 ❑ � � N m12/6. I 14/6 I \� 66/10 0�4�1 `}.� 12/81 10/8 VJlit -41• 16 F I Nm� , �m 4..... o Ps^ 9 F i'7 C] I nm 1'r/1111M],1 a z co W NV3d °VAN x0013 0211H1 1 (A% N m 1 I1 -1 n Z=, r5, 41 Li —� o m � 0 I _� i1 ® - 40 tCrt 40 r _, 1� x( 10 11:1 0 /�� 0 at oQ:,� ' o 0,::1 _ 141PCEO.. �Iain e Pro 1 4 . I L. �gm i CD° 8 . NM - ‘g4 R; 0 aE� 4�. o m E�E� ,l,o 14`7.6/10 4 m 10 . i2 CCI • 4 A �91..7.1.' m Nm 4 -a 400 TRAN'I g DUCT J 204 N g <r ,CI 48/12 m• jja :::X' il:) a®Oyt ."L 43 0l _, 1� 1410 _ +.—ihmillO . • �@9 � �,�4m r IIIMIIMI Ilk 0 5® ' Qct a MI 10 - isA m� — L f fl NNSAI* ;ti} m 40 ©4 111.412-elP Ill �l0 1 if it ii R. r� a,"; t t, q • \ v_, ... ,,,.J 6,, 6 it r 11 1.13•J1L r1111 ;Ig / a/�'' S a =no) _r _,o �I ,�o act� 40 4.1 11. Co o 112 q -r _ 1 eQ, DO 8 :/ 10 �g imdC ,o �,o C PROGRAM PERIMETEI Ahp STC 45 PART! STC 45 PARTITION STC 50 PARTITION �. rico .EGENC = ®1:J �,'" .I. 43El _ D 0 0 --- 0 0D°' iss �z -r y b o me Z 0. r- 0 0 ' �Iain e Pro ��(� i CD° i� �,_ �Llr�2l�i�l�1l�' n�lil,i 0 aE� p g 12/61 m E�E� 14`7.6/10 :::X' , ."L o4 . II . , r 12/8 MI 10 m� ;ti} m 40 ©4 111.412-elP Ill r� N o MU ,. 6 it 11 O A 5310N 1Ya3N30 Neudorfer Engineers. inc. Consulting Engineers ,Seattle Portland Instrument Calibrations Instrument Type Air Data Meter with Flowhood Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M10882 Calibration Due Date 1/26/2019 Instrument Type Tachometer '----•------..,,.....`_._..,rer Shimpo i.lbuuuieni Model Number DT -205L Instrument Serial # C08B0559 Calibration Due Date 8/21/2019 Instrument Type Amp Probe • . ,. ;- - .-r 7!-wke _-.__. _..,_....-:_;..., ..' yiiber 324 Instrument Serial # 35670304WS Calibration Due Date 8/21/2019 Instrument Type Temperature Probe . ; 370 Instrument Serial # M10882 Calibration Due Date1/26/2019 Instrument Type Air Foil O(S) instrument Serial # I M10882 Calibration Due Data [ 1/26/2019 Instrument Manufacturer Shortridge 25 4 1 53 1 800-60 ON1011119 S31fO HOS1N311dif1O3 CT) Z O 0 rn 0 mn A Z cn IV Zj O a V H O rFFFF 7.2 m! SOUND ATTENUATOR (SA) SCHEDULE MARN 040TH UNIT %DIN M%IUUM L44, AIR 06IMLM r�RRETWRED ACOUSTIC RATING dB RE I0 -1Z W REMARKSNUMBER FEET XIN HEIGHT 01870 fY FPM W c+ woo 63 {p5 W p2Sp0MN 3i.FRFI8IF CY .IPE BOW 011-1 3 12x36 .11 550 1650 +1000 7 12 16 211 35 35 28 17 IAC 1117E 5 T a', I K! v v G H a l 4 Y 11 AIR DIFFUSER / REGISTER / GRILL SCHEDULE g g o S g g SUPPLY GRILL EYHAU51 GRILL SUPPLY GRILL SUPPLY GRILL PERFORATED CEILING SUPR.Y GWLL SUPPLY GRILL i i i i§ o m m m m m m G u N U H g if, o, MM IA0 T1PE 5 AC TWE 5 MM 85M§ Plft M. 7.2 m! m T a', I K! K 1 2 2 P 4 Y 11 AIR DIFFUSER / REGISTER / GRILL SCHEDULE 00118.4 WO s F 44g R F SUPPLY GRILL EYHAU51 GRILL SUPPLY GRILL SUPPLY GRILL PERFORATED CEILING SUPR.Y GWLL SUPPLY GRILL EGG CRATE CEILING RERAN GRILL EGG CRATE CEILING SUPPLY GRILL PEI6108618D CEILING SUPPLY GRILL i MEOWED D GERBIG SUPPLY GRILL SQUARE PWUIIG DIFFUSER SQUARE CEIUNC DIFFUSER 1 Z .mg if, o, 'm . t - ; ! B i' c : : i : - i'. a 1•.l D3C m m u m Y G k m ffi !: 8 u ggE gioggsogggoggol§g§sa g TITUS CORE 23 TITUS CORE 23 a 2 >n Wo 8 0 THUS SERIES 270 TITUS SERIES 270 1g a u 9 M 4 2 2 m ? g 9,g gi c aaaaa€IWssso=s=s==a9=aoaiaa=am==M: 14PAg"Agar}STRAITS;";i€;OUT M ZaZZ- HEAT PUMP ID NUMBERS HPI I HP2 I HP3 I PP4 I IP5 = sS€tiaaaa=aaa=aa 9Aa A5p5:m5nitt9aaa$ ILkKkkk!ku 4'u"gM7a 9Y.'aA"Y"4kk `9�, N4���MI m.n+uN-o y gyp- ..,- imp,o mn, WiIiP-Latii mu muH omm =174:;— UN-& a as AMMI aaaaaaaaaa°aaaaaaaa§aaa" " to ..„ .„.., „, ,m _."_ 'ffi___ Rrm..9.m^IIub A © =PA s SD1DN NOI1011B1SNO3 311103HOS (01H) dV)fld 1V3H 81718314 1(5) d.a/Dal 5 1 E. 8 5 2 8 8 8 8 9 4 8 sn 800-60 eNIO11119 a E 8 S311103HOS 1N3N1d1f103 a CO 111 im 0 8 5 8 5 8 8 8 8 8 8 8 8 2 8 a 8 8 8 8 8 8 8 8 8 8 A 5 8 8 4 ia br 9 m e g 8 2 1 5 311103HOS OS) NVQ AlddOS 5 0 7.4 0 gs OR i 8 8 8 21 s 8 8 5 5 m 1 8 8 8 8 99. 1���, m1�l\�lgoa§�®mi EXHAUST FAN (EF) SCHEDULE NUmARK MBER LOCATION (ROOM NO) CFlA I011� ES 1 �700n 1A 7ROX. DINE I MO04 TOR EA SERVED EXTERNAL MAO. OUTLET REMARKS COMPUTER ROOM COOLING UNIT (CRU) SCHEDULE FAN CO6 475108 MT CO :ONOFNSFR 1H71 90711 HUMOIFIER R FILTER NOMINALNARK TYPE CAPACRY DRIVE CAPACITY ESP MOTOR CAPACNY11dR MILE NR SOW SW ymax PO p PIPE CAP Kw REHEEIECTRLAT TYPE & WAi_ REMARK5 pprFR TONS TYPE (CN) IN WG OVANIRY NP • g1NRiTY REFAIGERANf SENSIBLE TOTAL OB WB wally GPM 'f FE N20 511E #/HR COL -KW 007114 52-76 SP IN WC CR1A5 DOWN '••t•• D 5 BELT 7750 1.5 • 2 15 (1) 2 R-22 63.9 77.1 72 60 252 FPM 18 85 6 I I/2' 17.4 6.4 (1) 10 (1) • 12' 85 1.0 CQVTEMPO qtr tat C. 0 14444g 11 i 4 i 1\. G g' 4, o 0 0 o u N N l 1'iiii I�\�. i t:1 p,PPAPPP P ;;lid i i i i 8 8 8 i\N `'ii G w A . u in 5 5 P m m m e n ts 55 s E , IN2 ..• ... 2, 222 \�{ \k l N V N N» v N I \\' w n, w .., N ti ,.>, ii �klI E b b b 8- y , \`' 8 8 8 8 8 8 8 8 I\� aFFFF.Utiv i 0\-. = i z i i 5 22 \�I b t 5. m m \\�1 8 8 8 8 8 8 8 8 N s N s`I 0,::, , 3.22222 \� I 5-a>x ?means 1.\;o o ooaaea pc MERE 011219W -A10 A- lm CO 111 im 0 8 5 8 5 8 8 8 8 8 8 8 8 2 8 a 8 8 8 8 8 8 8 8 8 8 A 5 8 8 4 ia br 9 m e g 8 2 1 5 311103HOS OS) NVQ AlddOS 5 0 7.4 0 gs OR i 8 8 8 21 s 8 8 5 5 m 1 8 8 8 8 99. EXHAUST FAN (EF) SCHEDULE NUmARK MBER LOCATION (ROOM NO) CFlA I011� ES 1 �700n 1A 7ROX. DINE I MO04 TOR EA SERVED EXTERNAL MAO. OUTLET REMARKS l ELEVATOR MACHINE- SOUTH EIEC. ROOM ELEVATOR MACHINE- NORM ELEVATOR MAC184E- CENTER SMOKE E00AU51 NORTH 1 SMOKE EXHAUST 50011 11 i i 8 8 G g' U g r3 2 2 qi l 1'iiii 55555555 8.0 INDUSTRIES w-167 TRMIE MODEL 24B -9 -IVO, SIZE 24 W/ OWLET 0271604 9.0 INDUSTRIES PV -167 LC INDUSTRIES P/-167 11 A 5 5 F" F" 5 5 P m m m e n 7 Po 55 s E 5 S p8 E 5 5 8 8 8 8 8 8 4 8 zA 8 5 5 8 5� Y 5 5 9 D m Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland www. .,.Cor>a Instrument Calibrations Instrument Type Air Data Meter with Flowhood Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M10882 Calibration Due Date 1/26/2019 Instrument Type Tachometer Instrument Manufacturer Shimpo Instrument Model Number DT -205L Instrument Serial # C08B0559 Calibration Due Date 8/21/2019 Instrument Type Amp Probe Instrument Manufacturer Fluke Instrument Model Number 324 Instrument Serial # 35670304WS Calibration Due Date 8/21/2019 Instrument Type Temperature Probe Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M10882 Calibration Due Date 1/26/2019 Instrument Type Air Foil Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M10882 Calibration Due Date 1/26/2019 Instrument Type Hydrometer Instrument Manufacturer Shortridge Instrument Model Number HDM-250 Instrument Serial # W11007 Calibration Due Date 1/5/2019 25 ?EMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0179 DATE: 11/30/17 PROJECT NAME: BOEING #9-008 T -PROP SITE ADDRESS: 9725 E MARGINAL WAY S #9-008 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: wo \ed Buil fing Divisi n IRAI Public Works N//4 - Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWERcS INITIALS: DATE: 12/05/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 01/02/18 ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERcS INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HOLADAY PARKS INC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I A -Z Index Help Page 1 of 3 My L&I Workplace Rights Trades & Licensing HOLADAY PARKS INC Owner or tradesperson BECK, DAVID CARL Principals BECK, DAVID CARL, PRESIDENT CONNELL, DANIEL A, PRESIDENT GIRI, BIJIT, PRESIDENT PIZZEY, GRACE K, VICE PRESIDENT FREEL, JERRY LEE, VICE PRESIDENT PARKS, GERALD T JR, PRESIDENT (End: 08/12/2015) NAILON, JUNE ANNETTE, VICE PRESIDENT (End: 08/12/2015) O'CONNOR, BONNY K, SECRETARY (End: 08/12/2015) BECK, DAVID CLARENCE, TREASURER (End: 08/12/2015) 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) 4600 S 134TH PL SEATTLE, WA 98168 206-248-9700 KING County WA UBI No. Business type 578 004 089 Corporation Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 12/8/2017 HOLADAY PARKS INC Page 2 of 3 ILicense Verify the contractor's active registration/ license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. HOLADPI379NO Effective — expiration 01/21/1983— 09/03/2019 Bond ................ LIBERTY MUTUAL INS CO Bond account no. 23000452 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/23/2002 09/01/2002 Expiration date Until Canceled Insurance ran... ce Charter Oak Fire Ins Co Policy no. DTCO1 F465357COF17 • $1,000,000.00 Received by L&I Effective date 10/31/2017 11/01/2017 Expiration date 11/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ....................._....._......................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 177,231-00 Doing business as HOLADAY PARKS INC Estimated workers reported Quarter 3 of Year 2017 "Greater than 100 Workers" L&I account contact T4 / CASSANDRA SMITH (360)902-5632 - Email: SMCA235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ....._................................................. No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................. No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/22/2016 No violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 12/8/2017 TV DLA\ ❑ n 14-01 7-127 KING COUNTY AIRPORT OFFICE CENTER (FM) PROJECT S ITE FROM DOWNTOWN SEATTLE 900 AIR MUSEUM BOEING FIELD 99 EXIT 157 EXIT 157 599 TUKWILA EAST MARGINAL WAY 99 CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT DEVELOPv E\TAL CE\TE FROM KENT & AUBURN 900 NO SCALE BO 9/25 PORTIO\ \G D S W AS IIII A, of SFCT0 LLAVFTTI- U v I -R D OP D \C ARS AS v TOW\S A\ DARCI-L \ V g A 23 G CO BFR 562/ AREA VIA ID 3UILMG A»HSS: 9725 EAST fvAGl\AL WAY SOUTH TU<WILA, WASHI\GTG\ PROJECT SITE 3LILDI \G 9-08 LOCATIO\ NO SCALE A 08 0\ \ORT \T", WAS 20-0990 vS0 98' 08 A\CP \GTO\ IAST, CODE S VVARV 9-08 SUMMARY BUILDING CODE OCCUPANCY GROUP CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL): BUIDLING FOOTPRINT BUILDING GROSS 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR PENTHOUSE BUIDLING HEIGHT STORIES OCCUPANT LOAD: OFFICE © 1 TO 100SF MECH/STORAGE ® 1 TO 300SF OTHER © 1 TO 100SF HANDICAPPED REQUIREMENTS FIRE PROTECTIONS SEPARATION EXTERIOR WALL (NON—BEARING) INTERIOR WALLS (NON—BEARING) INTERIOR WALLS (BEARING) STRUCTURAL FRAME FLOORS STAIR ENCLOSURES SHAFT ENCLOSURES ELEVATOR SHAFT CORRIDORS ROOF ROOFING CONSTRUCTION SEISMIC ZONE DESIGN LOADS: ROOF — SNOW LIVE FLOOR OFFICE (LIVE) DEAD MECH & STORAGE STAIRS & CORRIDOR WIND SCOPE OF WORK: 2015 INTERNATIONAL BUILDING CODE B BUSINESS (GROUP B, PROFESSIONAL SERVICES) TYPE II—A (FORMERLY II—FR) MINIMUM 60 FT. ALL SIDES 50,207 SF (37,500SF X 2=75,000SF ALLOWABLE W/SPRINK 253,832 SF INCR.) 50,012 SF 50,207 SF 50,207 SF 50,207 SF 50,207 SF 2,992 SF 84'-1" ROOF PARAPET, 95'-3" PENTHOUSE PARAPET, 85' ALLOW 5 (5 ALLOW PER 97UBC, 5 +1=6 SPRINKLER ADD ALLOWABLE) 1ST FLR ® 340 2ND, 3RD, 4TH, 5TH © 419 EACH BUILDING TOTAL = 2016 BARRIER FREE FULLY AUTOMATIC THROUGH—OUT F/S CLASS 1 HOUR UNPROTECTED (UBC & IBC) 1 HR 97UBC & 2003 IBC 2 HR 97 UBC, 1 HR 2003 IBC 2 HR 97 UBC, 1 HR 2003 IBC 2 HR 97 UBC, 1 HR 2003 IBC 2 HR 97 UBC & 2003 IBC 2 HR 97 UBC & 2003 IBC 2 HR 97 UBC & 2003 IBC 1 HR 97 UBC & 2003 IBC 1 HR 97 UBC & 2003 IBC FIRE RETARDANT: CLASS A (FM CLASS 1) CATEGORY 'D' 25 PSF 20 PSF 100 PSF 20 PSF (PARTITION) 125 PSF 100 PSF 110 MPH 1 ARCHITECT'S INTENT: FOR 2015 IBC WORK DESIGN WILL MAINTAIN EXISTING LIKE KIND MATERIALS AND ASSEMBLIES PER 97 UBC REQUIREMENTS. RECONFIGURE EXISTING BUILDING AREA TO ACCOMMODATE NEW LAB FUNCTIONS. WORK INCLUDES INSTALLING WORKSTATION TABLES, PROJECTION SCREENS AND FURNITURE, ALONG WITH ASSOCIATED MECHANICAL AND ELECTRICAL. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. l FILE COPY Permit No. Mr1 'd\1 a Plan review approval is subject to errors awl omissions. Approval of construction documents does not authorize the violation any adapted code or ordinance. Receipt of approved Fief• • n d'conditia s is acknowledged: . Date: City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: 0echanical 1.1rfIectncal 1 --plumbing !°Cas Piping City of Tukwila GIRDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 8 2017 RIVIIT CENTER ISSUE OR CONSTRUCTION NOVEMBER 17, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 i -I VP - City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http://www.sifts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18011 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE T—PROP ROOM #3 34355 SITTS BKL 11.17.17 Q,�BOE/NGS ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. McCarthy CHECKED B. Leslie DATE 09.08.17 09.08.17 SUBTITLE COVER SHEET CURRENT REVISION 34355 SYMBOL DATE 11.17.17 APPROVED BY DEPT. DATE ENGINEER D. Boileau CHECKED B. Leslie APPROVED 09.08.17 09.08.17 APPROVED TITLE ARCHITECTURAL T—PROP ROOM #3 BUILDING 09-08 DEV. CENTER, WA SHEET AO JOB NO. 34355 COMP NO. DWG NO. 09-008—AO 10:59:12 PM SMCCARTHY: 8/16/2017 \DIX OF DRAW \GS INCLUDED IN SET NO. SHEET NO, DRAWING TITLE REV DATE DRAWING ARCHITECTURAL 40 09-08—AO AO COVER SHEET 11,17.17 — 40 09-08—Al Al GENERAL ARCHITECTURAL NOTES 11,17,17 — 40 09-08-3A3 3A3 COMPOSITE THIRD FLOOR PLAN 11,17.17 — 41 09-03-3A450 3A450 ENLARGED THIRD FLOOR PLAN 11.17,17 — 09-08-3A450R 3A450R ENLARGED THIRD FLOOR PLAN — REMOVAL II. 17. 17 — vECHA\ICAL 40 09-08-3M12R 3MI2R THIRD FLOOR HVAC PLAN — REMOVAL A 11.17,17 41 09-08—M5R M5R EQUIPMENT SCHEDULES — REMOVAL B 11.17.17 41 09-08-3M12 3MI2 THIRD FLOOR HVAC PLAN A 11.17,17 41 09-08—M4 M4 EQUIPMENT SCHEDULES K 11.17.17 ELECTRICAL 41 09-08-3E112R 3E1I2R 480Y/277V POWER PLAN — THIRD FLOOR C 11.17.17 40 09-08-3E62 3E62 PLAN — 208Y/120V POWER E 11.17,17 40 09-08-3E450 3E450 208/120V POWER PLAN — COMPUTER ROOM J 11,17,17 RECEIVED CITY OF TUKWILA NOV 2 8 2017 RIVIIT CENTER ISSUE OR CONSTRUCTION NOVEMBER 17, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 i -I VP - City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http://www.sifts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18011 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE T—PROP ROOM #3 34355 SITTS BKL 11.17.17 Q,�BOE/NGS ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. McCarthy CHECKED B. Leslie DATE 09.08.17 09.08.17 SUBTITLE COVER SHEET CURRENT REVISION 34355 SYMBOL DATE 11.17.17 APPROVED BY DEPT. DATE ENGINEER D. Boileau CHECKED B. Leslie APPROVED 09.08.17 09.08.17 APPROVED TITLE ARCHITECTURAL T—PROP ROOM #3 BUILDING 09-08 DEV. CENTER, WA SHEET AO JOB NO. 34355 COMP NO. DWG NO. 09-008—AO 10:59:12 PM SMCCARTHY: 8/16/2017 GENERAL ARCHITECTURAL NOTES (GAN) BUILDING CODE AND SPECIFICATIONS: ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS TO BE USED, U.N.O.: EDITION 2015 ICC/ANSI A117.1-03 2015 2015 2015 2015 2011 2015 ASCE 31-03 ASCE/SEI 41-06 ASCE/SEI 7-10 MATERIAL STEEL WELDING COLO FORMED STEEL CODE INTERNATIONAL BUILDING CODE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INTERNATIONAL MECHANICAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY CONSERVATION CODE NATIONAL ELECTRICAL CODE INTERNATIONAL FUEL GAS CODE SEISMIC EVALUATION OF EXISTING BUILDINGS SEISMIC REHABILITATION OF EXISTING BUILDINGS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CODE EDITION 14TH EDITION OF (AISC) STEEL CONSTRUCTION MANUAL STRUCTURAL WELDING CODE - STEEL, (AWS) D1.1-15. 2012 (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH ASCE 7-10. (AISC) MANUAL OF STEEL CONSTRUCTION - 14TH EDITION. (AWS) STRUCTURAL WELDING CODE / STEEL - AWS D1.1-11. CONCRETE (ACI 318)-11. REINFORCING 2004 ACI DETAILING MANUAL (ACI SP -66). AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARDS. LIVE LOAD = 100 PSF WIND LOAD (INTERIOR STRUCTURE) = 5 PSF SEISMIC COEFFICIENTS FOR LATITUDE. 47.5163 DEGREES, LONGITUDE -122.2986 DEGREES AND SITE CLASS "D", BUILDING DESIGN CATEGORY "D": Ss = 1.515, S1 = 0.573 Sds = 1.010, Sd1 = 0.573 MEAL THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC (WITH STATE OF WASHINGTON AMENDMENTS) CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL ARCHITECTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL ARCHITECTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. PLAN DIMENSIONS SHOWN ARE TAKEN TO FACE OF STUD OR FACE OF CONCRETE U.N.O. HEIGHTS SHOWN OR NOTED AFF (ABOVE FINISH FLOOR) ARE TO BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT OWNER FOR DIRECTION BEFORE PROCEEDING. IF DRAWINGS MEASURE LESS THAN 24" x 36", PRINTS ARE REDUCED FROM ORIGINALS. DETAILS SHOWN ON CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR NOT. ADJUNCT CONSTRUCTION - THE EMBEDMENT OR PASSAGE OF PIPING, ELECTRICAL CONDUIT, DUCTWORK AND OTHER MATERIALS THAT WOULD REDUCE THE STRENGTH OF ROOFS AND/OR FRAMING IS NOT PERMITTED UNLESS THE WORK IS DONE IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS. THIS WORK MUST BE REVIEWED BY THE OWNER PRIOR TO CLOSING IN AND /OR CASTING. SEE STANDARD DETAILS AND PROJECT MANUAL FOR THE RELATIONSHIP OF UNDERGROUND CONDUIT AND PIPING TO FOUNDATIONS, FOR OPENINGS, FOR PIPING IN WALLS AND OTHER SPECIAL CONDITIONS REQUIRED FOR THIS PROJECT. WHERE PLAN NOTES CALL FOR THE CONTRACTOR TO INSTALL SPECIAL ITEMS, IT IS TO BE EXPLICITLY UNDERSTOOD THAT THE CONTRACTOR IS TO ALSO PROVIDE THAT ITEM AND ALL ACCESSORY EQUIPMENT REQUIRED TO INSTALL THAT ITEM(S). IF ITEM IS TO BE PROVIDED BY OWNER, IT WILL BE SO INDICATED. CONTRACTOR SHALL REPAIR ALL CONSTRUCTION DAMAGE NOT LIMITED TO GRASS, PAVED AREAS AND OTHER ITEMS TO PRE -CONSTRUCTION CONDITION FROM DAMAGE DURING CONSTRUCTION. PROVIDE PHOTOGRAPHS PRIOR TO STARTING WORK AND DELIVER TO OWNER. CHANGES TO THE APPROVED DRAWINGS AND PROJECT MANUAL SHALL BE MADE BY AN ADDENDA OR CHANGE ORDER SIGNED BY THE OWNER. THE ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF PROPOSED EQUIPMENT, OUTLETS, OR OTHER ITEMS. SEE SCHEDULES, DETAILS, AND CONSTRUCTION DOCUMENTS FOR MOUNTING HEIGHTS OF ACCESSORIES. MAINTAIN FIRE RESISTANCE RATING OF RATED ASSEMBLIES BEHIND RECESSED WALL ACCESSORIES, INCLUDING FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MISCELLANEOUS ACCESSORIES, ELECTRICAL JUNCTION BOXES, AND OTHER ITEMS WHERE OCCURRING. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE APPLICABLE CODES. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISH WORK WILL NOT COMPLY WITH THE APPLICABLE CODES, A CHANGE ORDER OR SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK, SHALL BE SUBMITTED TO AND APPROVED BY THE AGENCY HAVING JURISDICTION. REVISION BY APPROVED DATE SYM MAINTAIN FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL FIRE CODE. SELECTIVE N: SELECTIVE DEMOLITION SHALL INCLUDE THE SELECTIVE REMOVAL AND SUBSEQUENT OFFSITE DISPOSAL (U. N. 0.) OF THOSE ITEMS IDENTIFIED ON THE CONSTRUCTION DRAWINGS. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. REMOVAL OF EXISTING ITEMS INDICATED ON DRAWINGS AND MISCELLANEOUS ITEMS REQUIRED TO COMPLETE PROJECT. 2. REMOVAL AND PROTECTION OF EXISTING ITEMS, MATERIALS AND EQUIPMENT ITEMS INDICATED "SALVAGE," OR AS REQUIRED TO FACILITATE NEW WORK. 3. CORING CONCRETE FOR ITEMS TO BE EMBEDDED. 4. SAWCUTTING AS REQUIRED FOR REMOVAL OF ITEMS INDICATED ON PLANS AND HEREIN. 5. SAWCUTTING AND REMOVAL OF CONCRETE WALLS, SLAB PORTIONS OF WALLS/RETAINING WALLS, CONCRETE STEPS, DRAINAGE SWALES, CONCRETE CURBS, GUTTERS, CONCRETE WALKS -PAVING SLABS INDICATED AND AS REQUIRED TO FACILITATE NEW WORK, AS WELL AS RELATED BASE MATERIAL. 6. CORING CONCRETE TO INSTALL RAILING POST. 7. REMOVAL OF EXISTING PIPE, RAILINGS, POST AND BOLLARDS. (NOTE WHERE TO BE RE -USED AS INDICATED ON PLANS). 8. REMOVAL OF NON -SALVAGED HARDWARE AND HARDWARE NOT TO BE REUSED OR REINSTALLED. 9. REMOVAL OF CERAMIC WALL TILE AND SUBSTRATE(S) INDICATED ON PLANS AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 10. REMOVAL OF CERAMIC FLOOR TILE AND SUBSTRATE(S) INDICATED ON PLANS AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 11. REMOVAL OF ELECTRICAL CONDUIT, BOXES, RELATED ITEMS AND DEVICES AT WALLS INDICATED TO BE REMOVED - SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12. PORTIONS OF EXISTING BUILDING INDICATED ON DRAWINGS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 13. REMOVAL OF INTERIOR PARTITIONS AS INDICATED ON DRAWINGS. 14. REMOVAL OF DOORS, WINDOWS AND FRAMES INDICATED. 15. REMOVAL AND/OR ALTERATION OF BUILT-IN CASEWORK INDICATED. 16. REMOVAL OF FINISHES ON WALLS, CEILING AND FLOORS INCLUDING TRIMS AS NOTED AND AS REQUIRED TO FACILITATE NEW WORK. 17. REMOVAL OF CEILING, FRAMING, HANGERS AND FINISHES INDICATED OR REQUIRED TO COMPLETE WORK. 18. CUTTING CONCRETE FLOORS AND MASONRY WALLS FOR PIPING, DUCTS AND CONDUITS, ETC. 19. REMOVAL OF EXISTING HARDWARE WHERE NEW HARDWARE IS SCHEDULED. 20. REMOVAL OF ACCESSORIES, TOILET PARTITIONS AND MISCELLANEOUS ITEMS INDICATED HEREIN, INDICATED ON DRAWINGS AND REQUIRED TO COMPLETE PROJECT. 21. REMOVAL OF EXISTING GLAZING AND RELATED ITEMS WHEN INDICATED ON PLANS. 22. GRIND FLOOR SUBSTRATE TO RECEIVE FLOORING. SEE PLANS FOR LOCATIONS. 23. REMOVAL OF SIGN FACES, WRAP/ PROTECT AND DELIVER TO OWNER. 24. REMOVAL AND SALVAGE FOR REINSTALLATION EXISTING FLOOR MOUNTED DOOR AND TOPS AND METAL THRESHOLDS AT FLOORING INDICATED TO BE REMOVED. 25. ROOFING AND ROOF INSULATION REMOVAL 26. REINSTALLATION OF SALVAGE ITEMS AS INDICATED HEREIN. COORDINATE REMOVAL PROCESS TO FACILITATE REUSE OF SALVAGED ITEMS. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH OWNER. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. DEFERRED SU E .,ALS: SHOP DRAWING SUBMITTALS REQUIRED BY THESE GENERAL ARCHITECTURAL NOTES WHICH CONTAIN DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER OTHER THAN THE ENGINEER OF RECORD SHALL BE SUBMITTED PRIOR TO CONSTRUCTION TO THE BUILDING OFFICIAL FOR REVIEW. THE DOCUMENTS WILL FIRST BE REVIEWED BY THE OWNER AND ENGINEER OF RECORD AND DETERMINED TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. THESE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THEIR DESIGN AND SUBMITTAL DOCUMENTS. THE FOLLOWING ITEMS SHALL BE SUBMITTED PER THIS SECTION: AUTOMATIC SPRINKLER SYSTEM HA7ARDOUS MATERIAL S?ORAGE 1. INCOMPATIBLE MATERIALS SHALL BE STORED SEPARATELY IN ACCORDANCE WITH IFC 5003.9.8. 2. HAZARDOUS MATERIALS SHALL BE STORED IN ACCORDANCE WITH IFC 5001 AND 5003. BUILDING IDENIIElCATION SIGN CONTRACTOR SHALL POST A TEMPORARY BUILDING IDENTIFICATION SIGN DURING CONSTRUCTION ON THE CONSTRUCTION SITE. A PERMANENT BUILDING IDENTIFICATION SIGN SHALL BE INSTALLED UPON PROJECT COMPLETION AS SHOWN ON DRAWINGS. JOINT PROTECTION: FOR SEALING PERIMETER JOINTS OF GYPSUM BOARD PARTITIONS TO REDUCE SOUND TRANSMISSION. PROVIDE JOINT SEALANTS FOR INTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN AIRTIGHT AND WATER-RESISTANT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. DOW CORNING CORPORATION OR APPROVED EQUAL REVISION BY APPROVED DATE T -PROP ROOM #3 34355 SITTS BKL 11.17.17 HOLLOW METAL FRAMES: 16 GAUGE COLD ROLLED STEEL AT INTERIOR LOCATIONS. CORNER CONSTRUCTION: WELD FULL DEPTH AND FACE, GRIND SMOOTH AND RE -PRIME. WELD INCLUDES FACES, RABBETS, SOFFIT AND STOPS. STANDARD HOLLOW METAL FRAMES: STEELCRAFT MANUFACTURING CO., CINCINNATI, OHIO CURRIES CO., MASON CITY, IOWA CECO CORP., OAKBROOK, ILLINOIS ATTACHMENT TO DRYWALL CONSTRUCTION: MANUFACTURER'S STANDARD COMPRESSION TYPE FOR DRYWALL TYPE FRAME. STEEL OR WOOD STUD TYPE TO ACCOMMODATE FRAME JAMB DEPTH AND FACE DIMENSION ON WELDED TYPE FRAME. FLUSH WOOD DOORS: FLUSH INTERIOR DOORS: SOLID CORE. THICKNESS: 1-3/4 INCHES CORE: PC AND. FACE CONSTRUCTION: FIVE PLY. FACE CONSTRUCTION: FIVE PLY. PERFORMANCE DUTY LEVEL: HEAVY DUTY. QUALITY GRADE: PREMIUM. FINISH: PRIME AND PAINT. MOHAWK OR APPROVED EQUAL. GYPSUM BOARD ASSEMBLIES: INTERIOR GYPSUM WALLBOARD PANEL SIZE: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. STANDARD GYPSUM BOARD: PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: GEORGIA -PACIFIC GYPSUM LLC; TOUGHROCK. CORE: 5/8 INCH, TYPE X. LONG EDGE: TAPERED. TRIM ACCESSORIES INTERIOR TRIM: ASTM C1047. MATERIAL: GALVANIZED OR ALUMINUM -COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER -FACED GALVANIZED STEEL SHEET. SHAPES: CORNERBEAD: USE AT OUTSIDE CORNERS. LC -BEAD (J -BEAD): USE AT EXPOSED PANEL EDGES. NON-STRUCTURAL METAL FRAMING: METAL STUD FRAMING AND ACCESSORIES AT INTERIOR LOCATIONS. SCAFCO STEEL STUD COMPANY, OR APPROVED EQUAL ACOUSTICAL PANEL CEILING; CEILINGS CONSISTING OF ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. MATCH EXISTING CEILING SUSPENSION SYSTEMS USED PRIMARILY TO SUPPORT ACOUSTICAL TILE PANELS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF IBC 2015. PAINT AND COATING: INCLUDES SURFACE PREPARATION AND FIELD APPLICATION OF PAINTS. ALL PAINT TO SUPPLIED BY: GLIDDEN PROFESSIONAL 22643 83RD AVENUE SOUTH SUITE E&F KENT, WASHINGTON 98032 SURFACES: CORRECT DEFECTS AND CLEAN SURFACES CAPABLE OF AFFECTING WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING COATINGS EXHIBITING SURFACE DEFECTS. DOOR HARDWARE: HASP & DEADBOLT: SARGENT AND GREENLEAF 1881. UNICANS: SCHLAGE - CO -100 SERIES X 626. LOCKS: YALE AU5400LN X 626 X 1212 CORE SERIES, VON DUPRIN 99 X 996L WITH #6 TRIM X US26D SERIES, YALE REMOVABLE CORE HOUSING, EITHER A 1212 OR 221 MORTISE OR RIM DEPENDING ON THE DEVICE. DOOR CURTAIN AND TRACK: TRACK: IMPERIAL FASTENER CO. MODEL: IFC -98 FABRIC: IMPERIAL FASTENER CO. PATTERN NAME: SUMMIT CUBICLE CURTAIN PATTERN COLOR: GRAPHITE MESH TOP: 20" HIGH BOTTOM OF CURTAIN TO BE HELD 18" FROM FLOOR NFPA 701 Q�BOE/A/G® o' - TILE CARPET DIRECT -GLUED TO SUBSTRATE. MOHAWK COMMERCIAL CARPET - GT157 EMERGING LIGHTS II, COLOR: 898 GALACTIC FUSION BONDED, MANUFACTURED IN ONE COLOR DYE LOT, 24"X24" NOMINAL. COLORS: AS SELECTED FROM MANUFACTURER'S STANDARD COLORS. REDUCER: MERCER IMPERIAL 700. ADHESIVE: AS RECOMMENDED BY MANUFACTURER FOR DIRECT GLUE -DOWN INSTALLATIONS. SHELVING: BORROUGHS SHELVING: BURROUGHS ANGLE POST 87 INCH BURROUGHS BASE STRIP 361N X 1.5IN BURROUGHS SHELF BOX EDGE P3 361N X 18IN WITH CLIPS BURROUGHS BRACE, BACK 361N BURROUGHS BRACE, SIDE 18IN BURROUGHS FOOTPLATE (5)SHELVES PER SECTION - THIS INCLUDES THE TOP AND BOTTOM SHELF 200LBS SHELF WEIGHT LIMIT WORKSTATION TABLES: PROVIDED BY BOEING SYSTEM STATIONS: PROVIDED BY BOEING WHITE BOARDS: PROVIDED BY BOEING ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. McCarthy CHECKED B. Leslie ENGINEER D. Boileau DATE 09.08.17 09.08.17 09.08.17 09.08.17 SUBTITLE TITLE ISSUE FOR CONSTRUCTION NOVEMBER 17, 2017 GENERAL ARCHITECTURAL NOTES T -PROP ROOM #3 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED cm(' OF TUKWILA NOV 2 0 2017 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18011 Project Mgr.: BKL Pro j. Engineer: DCB Pro j. Drafter: SLM CURRENT REVISION 34355 SYMBOL DATE 11.17.17 BUILDING 09-0 ARCHITECTURAL TER, -008-A COMP NO. 1 10:59:12 PM SMCCARTHY: 8/16/2017 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 018 'ARTITION (TION STALLED TIIN ®fl®II®1U101118®I 1 24/16 E n®11 5/4 MATCH GENERAL NOTES 1. TYPICAL HEAT PUMP NUMBERING SYSTEM: EQUIPMENT NUMBER FOR MAINTENANCE & LABEL. EQUIPMENT SIZE. SEE SCHEDULE ON SHEET M4. 2. SYMBOL FOR <RG> TYPICAL. 3. FOR TYPICAL HEAT PUMP INSTALLATION SEE DETAIL TYP M521 CONSTRUCTION NOTES: PROVIDE DIFFUSER AND DUCTWORK AND CONNECT TO HEAT PUMP. BALANCE TO CFM SHOWN. PROVIDE HEAT PUMP CONNECT TO EXISTING CHWS/R PIPING AND OSA DUCT. INTEGRATE HEAT PUMP INTO EXISTING BUILDING CONTROL. UPDATE SIEMENS FRONT END GRAPHICS BUILDING CONTROLS TO INCLUDE HEAT PUMPS. PROVIDE RETURN GRILLE. PROVIDE AVERAGING THERMOSTAT TO HEAT PUMP. INE (FOR CONTINUATION SEE SHE 11E11•11111211121711121I12li• l,11121112I1121 MII�IIMll•111 11=11 111111111111112111KK 1 50 T 3M12) I=1=11E11•11E111®Hill I®1118 - u ®1112 1E11 ®ll FS AFSD AFSD 20/16 FD 16/12 00 4 12/6�L .SCO C i7/ao 24/20 13/40 AFSD AFSD U 30/40 AFSD2� AFSD2 400 ON 12 6, L 00 AFSD -- ,PO 20/16 074.1 FD 16/12 30/40 50/60 1 S 400 44/16 , 450 JJJ E 3M12 M520 • FSi consulting engineers Seattle, Washington Solutions & Service (SG 6 260 260 N 20 x 14 AFSD2 �.�■ AFSD2--�_ 0 41 L L. 450 i 0 p II SG 7 26/ 24/18 AFSD AFSD CO N Z TYPICAL 6 PL 20/16 ETU\ PARTIAL THIRD FLOOR HV ISSUED FOR CONSTRUCTION NOVEMBER 17, 2017 260 260 REVIEWED CODE COMP 16x 12fl APPI 1000 Cf BUILDEN T ftoN OV 2 8 2017 PERMIT CENTER 14/40 F.Th X 12 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BDS LAB PACKAGES 1-5 - T PROP 34355 FSi AWL 11.17.17 'SIGED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED ENGINEER CHECKED APPROVED APPROVED SUBTITLE TITLE THIRD FLOOR HVAC PLAN BDS LAB PACKAGES 1-5 - T PROP BUILDING 9-08.3 MECHANICAL MASTER COL. A -F/14-20 CURRENT REVISION 34355 SYMBOL DATE 11.17.17 SHEET DEV. CENTER, WA COMP NO. 9-08-3M12 j; y L J 0 HP3A� 4 20/16 i ..,y a _ 3M12 I NES T •.__ SEE . M11 20/16 P 1� i�iii © elliMIIIIIH"." � O Ir® o ani 1 CD.... N 24/12\ H`P�,3F114 _ _ © 1 10 10/10 E '" , r... #.. '� �El 2250 IP2/ : .6/12 200 F HP3B14 Cp � CD HP1 i ,,,.., 400 400 10 10 I © CD Ii14 e 0 k c) lisi 02 400 HP3 � 400 E " •OQ - 011 16/12 / CD 7 8 10 �!_ 14 10 300 8 10 10 / / © . ,� 20/12 I 20 12 /HP3C14 HP3D1� ��� 1116 11111:.... ® 1i5 10 HP3A1 i� 24 20 P3 � 4 18 P2 �t _ R3 _ s . AFSD ,1 48/12 ir �,� CD I\ 60/24 12 �, 44/16 36/1 �1 8 • 500 Cp v 3 400 400 HP3B1 - -j1i2700r � I' CD �: �► , , /16 CD HP3E1 150 400 P3 ' © CD P2 150 400 44 24 / 18 — ^ ,, • -1 HP3D1 • N CD — P3 3 �'-� 10 10 14 10 14 10 0 1� Ala • 24/12 to CD 16/12 0 8 III lir d- HP3F16 --.- { l ' �� H'3BN 150 2650 CD P2 p , 10 10 400 KT) 8/10 CD CD F� II E 250 [O150<CD �, III f100 M 400 1 170 CD � ` , 6 --� 01 CD 1 '"_' E Ea 650 \ llwir TRANSF RGI lik8 P 0 \ IT 0/10 ■ 3� 24 /' CD co HP3E16 E��150 CD .- ►(3) 150 150':', 0 Ea P2 / ? ��. ©� 1 l Cp E ° G CD (CD> I� ► B 17 4 II w 150 1 „ ,. �� E CD 1 ► 3500,1 �('� 0 C 0 ,.®� co FD— FD 1 84 0 ' © �V� 100 la 100 100 . �l�� P H 3C1 I CD � F1 100 © .$ 1 --- HO3F1 (CO 80 88 / \HP1� 3 CD 120 1 { 200 200 fa350P3B1 ,--, �, , • 400 F�W© -HP2 CFMV ©CD 1 I D ___ I I 2 24 !t p8 I CD CD HP361: � IFP- 80 sa__ L n W.►IRRM . _Da EP -31-3 © is i: kA 375 h A 75 ► 4©© P4 \< ► Q 12 10 18 12 10o 12, 180 100 11 "PP HP3C1 ► „ rt•_+, % 320 or, ma 5' - ma \O 320 ► CD 320 /cDI 1<3> 140 KiCD <cD» 4 111111 • 375 375 N , El<21: \ r / {la ►I I I 0 I► 1 CD 120 CD O ► 3 100 32p100 3 c LEGEND: or w w �� r:z r.� 1 . - EXISTING WALLS ► ,► 320 4 CD 4320 NEW FULL -HEIGHT B : /: 'v-, DEMOUNTABLE PART , 4 \\ 1 AND IN BYROWNERD V --- PROGRAM PER I MET = l AND STC 45 PARTA ys \\6'!\ 0�STC 45 PARTITION Zo — STC 50 PARTITION THIRD FLOOR HVAC PLAN - A , / ''�%%, KEY \ PLAN SCALE: 1/8"=1' -0" '!/ % NOSCALE n PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 018 'ARTITION (TION STALLED TIIN ®fl®II®1U101118®I 1 24/16 E n®11 5/4 MATCH GENERAL NOTES 1. TYPICAL HEAT PUMP NUMBERING SYSTEM: EQUIPMENT NUMBER FOR MAINTENANCE & LABEL. EQUIPMENT SIZE. SEE SCHEDULE ON SHEET M4. 2. SYMBOL FOR <RG> TYPICAL. 3. FOR TYPICAL HEAT PUMP INSTALLATION SEE DETAIL TYP M521 CONSTRUCTION NOTES: PROVIDE DIFFUSER AND DUCTWORK AND CONNECT TO HEAT PUMP. BALANCE TO CFM SHOWN. PROVIDE HEAT PUMP CONNECT TO EXISTING CHWS/R PIPING AND OSA DUCT. INTEGRATE HEAT PUMP INTO EXISTING BUILDING CONTROL. UPDATE SIEMENS FRONT END GRAPHICS BUILDING CONTROLS TO INCLUDE HEAT PUMPS. PROVIDE RETURN GRILLE. PROVIDE AVERAGING THERMOSTAT TO HEAT PUMP. INE (FOR CONTINUATION SEE SHE 11E11•11111211121711121I12li• l,11121112I1121 MII�IIMll•111 11=11 111111111111112111KK 1 50 T 3M12) I=1=11E11•11E111®Hill I®1118 - u ®1112 1E11 ®ll FS AFSD AFSD 20/16 FD 16/12 00 4 12/6�L .SCO C i7/ao 24/20 13/40 AFSD AFSD U 30/40 AFSD2� AFSD2 400 ON 12 6, L 00 AFSD -- ,PO 20/16 074.1 FD 16/12 30/40 50/60 1 S 400 44/16 , 450 JJJ E 3M12 M520 • FSi consulting engineers Seattle, Washington Solutions & Service (SG 6 260 260 N 20 x 14 AFSD2 �.�■ AFSD2--�_ 0 41 L L. 450 i 0 p II SG 7 26/ 24/18 AFSD AFSD CO N Z TYPICAL 6 PL 20/16 ETU\ PARTIAL THIRD FLOOR HV ISSUED FOR CONSTRUCTION NOVEMBER 17, 2017 260 260 REVIEWED CODE COMP 16x 12fl APPI 1000 Cf BUILDEN T ftoN OV 2 8 2017 PERMIT CENTER 14/40 F.Th X 12 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BDS LAB PACKAGES 1-5 - T PROP 34355 FSi AWL 11.17.17 'SIGED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED ENGINEER CHECKED APPROVED APPROVED SUBTITLE TITLE THIRD FLOOR HVAC PLAN BDS LAB PACKAGES 1-5 - T PROP BUILDING 9-08.3 MECHANICAL MASTER COL. A -F/14-20 CURRENT REVISION 34355 SYMBOL DATE 11.17.17 SHEET DEV. CENTER, WA COMP NO. 9-08-3M12 • i HP3A14 \HP3 20/16 SINE ORm.._° ONT I'Nt A....I 4N SEE -•SH r --3M1 1 3M12 20/16 —i1 0 8/10 20/12 n 24/20 1 I; HP3C14 kThi 11 4— 24/12 2250 400 400 10/10 (CD 3 16/12 ..j2==== 10/10 14/10 300 HP3D14 HP3 24/18 HP3E14 \HP2/ 44/16 36/1. 44%16 60/24 '17500 150 400 <03D>\r 14/10 24/18 -' — HP3D16 \HP3/ HP3E15 \HP2% 150 10/10 24/12 HP3F16 150 2650 440 CD 3 400 170 10/8 3 10/8 SG of li 1114 1100\ CFM 1'0/10 15003 CMOS M • HP3F17 \HP1% 200 (C2D \ � 200 CS 12 10 \ 18 12 375 CD 3 /37 REMOVAL r`...._._....___._ I 1 1 HP3C18 \HP4/1 THRD FLOO HVAC PLA\ - A SCALE: 1/8"=1'-0" <EY PLA\ NO SCALE LEGE\3: /\/\/\// PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED mi=n®nom 24/16 AFSD 20/16 FD 16/12 GE\EAE \OTES 1. TYPICAL HEAT PUMP NUMBERING SYSTEM: EQUIPMENT NUMBER FOR MAINTENANCE & LABEL, EQUIPMENT SIZE. SEE SCHEDULE ON SHEET M4, 2. SYMBOL FOR (R10) TYPICAL. 3. FOR TYPICAL HEAT PUMP INSTALLATION SEE T 4. BASED OFF FILED INVESTIGATION, THERE HAS BEEN NO EVIDENCE FOUND INDICATING EXISTING HEAT PUMPS ABOVE THE T–PROP SPACE, REMOVE ANY EXISTING DUCT, DIFFUSERS AND T–STATS IN SPACE. EVOVAL \OTES: REMOVE LIBERT UNIT. DISCONNECT CHWS AND CHWR, CONDENSATE PIPING BACK TO MAIN AND CAP. REMOVE TEMPERATURE AND HUMIDITY SENSOR ALARM. REMOVE ASSOCIATED WIRING BACK TO SOURCE WHERE APPLICABLE. LINE (FOR CONTINUATION SEE SH u 11=====1,711111110=1=11111111=== EET 3M12) 11=12211111712111111211111121412411211101211122111=11=111:111121111111111=111111211121111121111111111111112 26/16 AFSD 20/16 FD 16/12 D 3M12 M520 17/40 z4/zo AFSD lam ,•'. I AAFSD2FSD2( 1 24/18 AFSD 14/40 i3M12 M520 EXISTING WALLS NEW FULL–HEIGHT PARTITION DEMOUNTABLE PARTITION FURNISHED AND INSTALLED BY OWNER PROGRAM PER I METE' - AND STC 45 PARTITION STC 45 PARTITION STC 50 PARTITION FSi consulting engineers Seattle, Washington Solutions & Service 260 260 7 260 PARTIAL TH SCALE: 1/4"=1'-0" TYPICAL 2 O / 16 r V R -TJ\ ISD FLOO HVAC PLA\ 16 x 12 1000 CFM ISSUED FOR CONSTRUCTION NOVEMBER 17, 2017 16 X 12 r; WED FOR DE eMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila 1 BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 8 2017 PERMIT CENTER REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BDS LAB PACKAGES 1-5 - T PROP 34355 FSi AWL 11.17.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN DATE SUBTITLE ENGINEER DATE TITLE THIRD FLOOR HVAC PLAN CURRENT REVISION 34355 SYMBOL A DATE BDS LAB PACKAGES 1-5 – T PROP CHECKED APPROVED BUILDING 9-08.3 11.17.17 OMP NO. 11.17.17 SIGNED APPROVED MECHANICAL MASTER COL. A–F/14-20 WA NO. HEAT PUMP (HP) SCHEDULE MARK NUMBER FAN PERFORMANCE FILTER (SPECIAL DETACHED) AIR CONNECTIONS BONS AT WATER FLOW CONTROL ASSSW COOLING PERFORMANCE HEATING PERFORMANCE MAXIMUM SET CFM REMARKS MAX. CFM EXT. STATIC IN. W.. MOTOR FLA SIZE FACE VEL FPM MAX-FINALCFM/SIZE SP IN WG 33 OTHER GPM MAX PRESS.DROP CONDENSER FT. WG. HOSE SIZE HOSE LENGTH PSI RANGE FLOW RATE GPM 24x24 HOSE SET P/N V`131- °F WB EWT °F TOTAL MBH SENSIBLE MBH HT. REJECT MBH POWER INPUT KW LAT °F DB EWT °F TOTAL HEAT MBH HEAT ABSORBED MBH POWER INPUT KW MANU./MODEL SIZE QUANTITY HP -1 486 0.5 0.86 1-24x24 120 0.3 75/6"0 PLENUM 3.0 3.4 1/2" 36" 2-32 3 140 K10-2DS 80/67 85 14.3 10.3 19.1 1.45 65 65 17.6 12.6 1.49 (4) MACQUAY/CCH 15A 77 EGG CRATE CEILING SUPPLY GRILL HP -2 955 0.5 1.0 1-24x24 240 0.3 145/7"0 PLENUM 6.1 4.6 3/4" 36" 2-32 6 .080 K10-2FS 80/67 85 29.3 21.8 39.5 2.99 65 65 37.0 26.2 3.19 (1) MACQUAY/CCH 30A 191 WHITE HP -3 1275 0.5 1.8 1-24x24 320 0.3 190/8"0 (5) PLENUM 8.6 10.7 3/4" 36" 2-32 9 TITUS SERIES 270 K10-2FS 80/67 85 41.7 31.4 55.8 4.1 65 65 54.0 39.3 4.30 (1) MACQUAY/CCH 42A 44 HP1D7 HP -4 1940 0.5 2.6 2-24x24 240 0.3 290/0 PLENUM 12.8 9.8 1" 36" 2-32 13 EXHAUST GRILL K10-2HS 80/67 85 61.3 46.7 82.7 6.3 65 65 60.1 43.0 5.02 (1) MACQUAY/CCH 60A 9 .065 HP -5 800 0.72 2.4 1-24x18 240 0.3 160/8"0 PLENUM 6.2 11.08 1" 36" 2-32 6 WHITE K36-2HS 80/67 85 24.4 17.5 30,9 - 65 65 28.1 21.5 HP4B18 MACQUAY/WCCW 24 1 (1),(2),(3),(4) NOTES (1) R -410A REFRIGERANT (2) 460/3PH, 5.3 MCA (3) 14.7 EER (4) 4.23 COP AIR DIFFUSER / REGISTER / GRILL SCHEDULE MARK NUMBER TYPE MATERIAL FINISH FACE SIZE INCHES INLET/NECK SIZE INCHES MAXIMUM NOISE COEFFICIENT MAXIMUM TP INCH WG MAXIMUM SET CFM REMARKS CD -1 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 60 33 .060 190 KRUEGER 6404F23 CD -2 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 80 33 .110 275 KRUEGER 6404F23 CD -3 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 100 36 .130 425 KRUEGER 6404F23 CD -4 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 120 36 .127 550 KRUEGER 6404F23 CD -5 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 140 48 .240 950 KRUEGER 6404F23 RG -1 EGG CRATE CEILING RETURN GRILL STEEL WHITE 24x24 24x24 29 .150 800 KRUEGER EGC-JNSF SG -1 EGG CRATE CEILING SUPPLY GRILL STEEL WHITE 24x24 22x22 --- .150 2900 KRUEGER EGC-JNSF SG -2 PERFORATED CEILING SUPPLY GRILL STEEL WHITE 24x24 60 34 .080 220 KRUEGER 6590F23 SG -3 PERFORATED CEILING SUPPLY GRILL STEEL WHITE 24x24 80 43 .200 380 KRUEGER 6590F23 SG -4 PERFORATED CEILING SUPPLY GRILL STEEL WHITE 24x24 100 44 .210 540 KRUEGER 6590F23 SG -5 SUPPLY GRILL STEEL WHITE 16x10 HP1B12 25 .120 720 TITUS SERIES 270 SG -6 SUPPLY GRILL STEEL WHITE 12x6 HP4F11 23 .120 280 TITUS SERIES 270 SG -7 SUPPLY GRILL STEEL WHITE 16x6 HP1D7 23 .100 400 . TITUS . SERIES 270 SG -8 SUPPLY GRILL STEEL WHITE 30x18 21 .100 2000 TITUS SERIES 270 EG -1 EXHAUST GRILL STEEL WHITE 14x8 29 .150 450 TITUS CORE 8F EG -2 EXHAUST GRILL STEEL WHITE 6x5 26 .065 50 TITUS CORE 23 EG -3 EXHAUST GRILL STEEL WHITE 8x6 HP3A15 29 .100 130 TITUS CORE 8F EG -4 EXHAUST GRILL STEEL WHITE 12x8 HP5E10 26 .040 280 TITUS CORE 23 EG -5 EXHAUST GRILL STEEL WHITE 18x16 HP4B18 32 .110 720 TITUS CORE 23 EG -6 EXHAUST GRILL STEEL WHITE 24x16 HP3C8 33 .180 1200 TITUS CORE 23 EG -7 PREFORATED CEILING EXH GRILL STEEL WHITE 24x24 12x12 29 .150 600 TITUS 8F TYPE 3 SOUND ATTENUATOR (SA) SCHEDULE MARK NUMBER HEAT PUMP ID NUMBERS UNIT WIDTH X HEIGHT INCHES MAXIMUM PD IN/H20 HP1 AIR QUANTITY CFM MINIMUM REQUIRED ACOUSTIC RATING dB RE OCTAVE BAND CENTER FR QUENCY HP2 REMARKS RATING HP3 HP4 HP5 HP1A4A HP4C2 HP1A9 HP2B4 HP3A9 SA -1 3 HP1A19 HP5C15 HP1B5A HP1B5A HP4A9 I If 5A14 HP1A6A HP4C10 HP1A10 HP2B5 HP3Al2 HP4Al2 HP5B6 HP1C5 HP5C14 HP2E16 HP3A7 HP1A8 HP4C12 HP1A13 HP2B7 HP3A18 HP4A15 HP5B11 HP1C9 HP5C13 HP2E17 HP4C8 HP1 B4 HP4C17 HP1A15 HP2B8 HP3B4 HP4A17 HP5B12 HP1 C14 750 HP3C18 7 HP1B8 HP4C18 HP1A17 HP2B9 HP3B5 HP4B4 HP5B15 HP1D6 SA -4 HP4A10 12x42 HP1B11 HP4D17 HP1B3 HP2B10 HP3B6 HP4B5 HP5B18 HP1D14 35 HP4A11 28 HP1B18 HP4E1 HP1B6 HP2B11 HP3B7 HP4B6 HP5C2 HP1E13 +1000 HP4B10 12 HP1B19 HP4F1 HP1B9 HP2B12 HP3B8 HP4B7 HP5C12 HP1E17 3 HP4C11 .10 HP1C3 HP4F3 HP1B10 HP2B13 HP3B9 HP4B8 HP5C15 HP2C6 35 HP4D11 17 HP1C17 HP4F10 HP1B12 HP2B14 HP3B10 HP4B11 HP5C19 HP2C14 7 HP5B10 16 HP1D1 HP4F11 HP1B13 HP2B15 HP3B11 HP4B12 HP5D11 HP2D6 -' s HP1D7 HP4F14 HP1B14 HP2B16 HP3B12 HP4B13 HP5D12 HP2D9 HP3B18 HP1D16 HP4F16 HP1B15 HP2B17 HP3B16 HP4B14 HP5E1 HP2D14 HP1 F1 HP5A5 HP1 B16 HP2B18 I If 3D17 HP4B15 HP5E2 HP3A14 HP1F10 HP5A9 HP1B17 HP2B19 HP31318 HP4B16 HP5E7 HP3A15 HP1 F17 HP5A15 HP1C3 HP2C2 HP4B17 HP5E10 HP3B15 I IP3D10 HP2A4 HP5A16 HP1C8 HP2C8 HP3C3 HP4B18 HP5E11 HP3C6 HP2A9 HP5A17 HP1C12 HP2C11 HP3C8 HP4B19 HP5E12 HP3C9 HP2A15 HP5A18 HP1 D11 HP2C12 HP3C11 HP4C3 HP5E13 HP2A19 HP5A19 HP1E1 HP2E2 HP3C12 HP4E2 HP5E17 HP3D6 HP2B6 HP5B5 HP1E2 HP2E3 HP3D2 HP4E3 HP5F6 HP3D14 HP2C3 HP5B8 HP1 E3 HP2E4 HP3E1 HP4E4 HP5F11 HP3E2 HP2C17 HP5B19 HP1E4 HP2E5 HP3E3 HP4E5 HP5F13 HP4C6 HP2D1 HP5C3 HP1E5 HP2E6 HP3E4 HP4E6 HP5F16 HP4C14 HP2F3 HP5C9 HP1E6 HP2E7 HP3E5 HP4E7 HP5B13 HP4D6 HP2F7 HP5C17 HP1E8 HP2E8 HP3E6 HP4E8 HP4D9 HP2F9 HP5D3 HP1 E11 HP2E9 HP3E7 HP4E9 HP4D14 HP2F16 HP5D15 HP1 E14 HP2E10 HP3E8 HP4E10 HP4E16 HP3A3 HP5E3 HP1 E15 HP2E11 HP3E9 - HP4E11 HP5A3 HP1 F3 HP2E12 HP3E10 HP4E12 HP5B4 IP3A10 HP5E5 HP3B13 HP5E8 HP1 F4 HP2E13 HP3E11 HP4E13 HP5B7 HP3B14 HP5E15 HP1 F5 HP2E14 HP3E12 HP4E14 HP5B9 HP3C2 HP5F1 HP1F6 HP2E15 HP3E13 HP4E15 HP5C6 HP3C17 HP5F4 HP1F7 HP2F1 HP3E14 HP4F5 HP5C14 HP3F9 HP5F8 HP1F12 HP2F2 HP3E15 HP4F7 HP5C18 HP3F10 HP5F17 HP1F12 HP2F5 HP3E16 HP4F13 HP5D6 HP3F11 HP5F18 HP1 F14 HP2F12 HP3F1 HP4F17 HP5D9 HP3F16 -' D HP2A3 HP2F14 HP3F3 HP5A4 HP5D14 HP3F17 HP3:1 HP2A6 HP2F15 HP3F6 HP5A7 HP5E4 HP4A19 HP3B18 HP2A9 HP3A4 HP3F14 HP5A10 HP5E6 HP4B3 HP2A13 HP3A7 HP4A4 HP5A1 HP5E9 HP4B9 HP2A17 HP3A8 HP4A6 HP5E14 SOUND ATTENUATOR (SA) SCHEDULE MARK NUMBER LENGTH FEET UNIT WIDTH X HEIGHT INCHES MAXIMUM PD IN/H20 MAX FV FPM AIR QUANTITY CFM MINIMUM REQUIRED ACOUSTIC RATING dB RE OCTAVE BAND CENTER FR QUENCY 10-12 W -IERTZ REMARKS RATING 63 125 250 500 1 1000 2000 4000 8000 SA -1 3 12x36 .11 550 1650 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -2 3 12x24 .10 550 1000 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -3 3 12x18 .10 550 750 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -4 3 12x42 .11 600 2000 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -5 3 6x24 .10 550 500 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -6 3 12x12 .10 550 500 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -7 3 6x12 .10 550 450 +1000 7 12 16 28 35 35 28 17 IAC TYPE S ID NUMBER EXAMPLE: HP2D16 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED NOTES: r1.) 460V/30/60Hz 2. 208V/30/60Hz 3. 115V/10/60Hz (4.) 208V/1 0/60Hz • FSi consulting engineers Seattle, Washington Solutions & Service 1 ' COLUMN LOCATION FLOOR HEAT PUMP ISSUED FOR CONSTRUCTION NOVEMBER 17, 2017 CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 8 2017 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A RECORD DRAWINGS MJC KMR/DS 10.1.90 F RECORD DRAWING SAZAN/SL 12.09.13 B UPDATE EQUIPMENT LIST SR RS/EJC 3.19.94 G BDS LAB PACKAGES 1-5 - H10 - BOX 10 34355 FSi AWL 10.12.17 C REPLACE HEAT PUMP 160082-00 DMV RS/EJC 7.29.96 H BDS LAB PACKAGES 1-5 - Q1 - JACC 34355 FSi AWL 10.18.17 D JSF MIC VTC PROJECT J#701437-00 C. HARRAH RWS 2.20.01 J BDS LAB PACKAGES 1-5 - LAPTOP FARM 34355 FSi AWL 10.18.17 E BLDGS 9-08 & 9-96 BR&T BELLEVUE RELOCATION W1901252 SAZAN/SS 08.06.13 K BDS LAB PACKAGES 1-5 - T PROP 34355 FSi AWL 11.17.17 Q�BOE/NCm ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN P. TRACEY DATE CHECKED R. MURRAY ENGINEER W. HENCKEL CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 10.1.90 SUBTITLE TITLE EQUIPMENT SCHEDULES BDS LAB PACKAGES 1-5 - T PROP MECHANICAL MASTER BUILDING 09-008 COL. N/A CURRENT REVISION 34355 SYMBOL DATE 11.17.17 D V. CENTER, WA NO. OMP NO. 09-008-M4 AIR HANDLING UNIT (AHU) SCHEDULE MARK NUMBER FAN HEATING COIL PRE FILTER 2" FARR 30/30 FINAL FILTER 12" FARR RIGAFLO 100 REMARKS CFM EXTERNAL SP/IN. WG RPM MAX FPM 0.V. 1 BHP MOTOR H.�4) EAT DB'F LAT °F EWT °F GPM FINS/ FOOT ROWS AIR PD IN WG WATER PD. FT. MAX PD MAX FACE VEL MAX PD -IN. WG. FACE VEL. AHRD7 20,000 3.0 1090 1200 12.5 15 (1) 20 55 70 152 118 4 0.31 9.3 .16" WG 370 FPM 0.5 480 TRANE CCD850JHDJ 30" AF FAN W/2 SPEED MOTOR AHRC14 20,000 3.0 1090 1200 12.5 15 (1) 20 55 70 152 118 4 0.31 9.3 .16" WG 370 FPM 0.5 480 TRANE CCD850JHDJ 30" AF FAN W/2 SPEED MOTOR EXHAUST FAN (EF) SCHEDULE MARKAREA NUMBER LOCATION SERVED (ROOM N0.) CFM EXTERNAL STATIC PRESS. INCHES WG MAX. OUTLET VELOCITY FPM APPROX. RPM DRIVE MOTOR REMARKS EFRD6 ROOF NORTH TOILETS 16,700 1.0 1655 795 BELT 5 (1) TRANE MODEL 40B-9-1 HF, SIZE 40 W/OUTLET DIFFUSER EFRC15 ROOF SOUTH TOILETS 16,700 1.0 1655 795 BELT 5 (1) TRANE MODEL 40B-9-1 HF, SIZE 40 W/OUTLET DIFFUSER EFRD5A ROOF SMOKE EXHAUST NORTH 70,000 3.50 3,000 1750 DIRECT 75 (1) TRANE VARIAX MODEL AAPB49EF3, SIZE 50/16 W/ OUTLET DIFFUSER EFRD15 ROOF SMOKE EXHAUST SOUTH 70,000 3.50 3,000 1750 DIRECT 75 (1) TRANE VARIAX MODEL AAPB49EF3, SIZE 50/16 W/ OUTLET DIFFUSER EFPD5B PENTHOUSE ELEVATOR MACHINE- NORTH 1,000 0.25 85.8 1140 DIRECT 1/8 (3) ILG INDUSTRIES PV -163 728.1 EFPC11 PENTHOUSE ELEVATOR MACHINE- CENTER 1,000 0.25 BELT 1140 DIRECT 1/8 (3) ILG INDUSTRIES PV -163 2 EFPD16 PENTHOUSE ELEVATOR MACHINE- SOUTH 1,000 0.25 252 FPM 1140 DIRECT 1/8 (3) ILG INDUSTRIES PV -163 FUTURE EFPD9 PENTHOUSE ELEC. ROOM 7,000 1.0 1,876 1439 BELT 3 (1) TRANE MODEL 24B-9-1VC, SIZE 24 W/ OUTLET DIFFUSER SUPPLY FAN (SF) SCHEDULE MARK NUMBER LOCATION SERVICE CFM EXTERNAL STATIC PRESS. IN. WG. MAX. OUTLET VEL. FPM APPROX. RPM DRIVE MOTOR HP FILTER REMARKS SFRD7 ROOF SMOKE- NORTH 70,000 6.0 3000 1750 DIRECT 100 (1) NO TRANE VARIAX MODEL AAPB49EF3, SIZE 50/20 W/ OUTLET DIFFUSER SFRC13 ROOF SMOKE- SOUTH 70,000 6.0 3000 1750 DIRECT 100 (1) NO TRANE VARIAX MODEL AAPB49EF3, SIZE 50/20 W/ OUTLET DIFFUSER SF1 F10 MECH. ROOM MECH. VENTILATION 6,000 0.75 304 SS 1238 BELT 2 (1) BALTIMORE AIRCOIL EC7-091-2M OR APPROVED TRANE MODEL 24B-9-1 HC, SIZE 24 HEAT EXHANGER (HX) SCHEDULE PATE & FRAME -YPE MARK NUMBER HOT SIDE COLD SIDE DESIGN REMARKS GPM MEDIA NOZZLE EWT F LWT °F WPD PSIG WORKING PRESS. PSIG GPM MEDIA NOZZLE EWT °F LWT °F WPD PSIG WORKING PRESS. PSIG PLATE MAT'L TOTAL MBH EXCHANGE AREA S0. FT. (MIN) CODE STAMP HXIF10A 1100 WATER 6" 150#FLANGE 92.3 85 6.05 35 110C WATER 6" 150 FLANGE # 78.5 85.8 6.20 35 304 SS 3991 728.1 100 BALTIMORE AIRCOIL EC7-091-2M OR APPROVED HXIF1OB 1100 WATER 6" 150# FLANGE 92.3 85 6.05 35 1100 WATER 6" 150# FLANGE 78.5 85.8 6.20 35 304 SS 3991 728.1 100 BALTIMORE AIRCOIL EC7-091-2M OR APPROVED HXIF10C WATER COOLED 5 BELT 3350 1.5 * 2 1.5 (1) 2 R-22 63.9 77.1 72 60 252 FPM 18 85 6 1 1/2" FUTURE COMPUTER ROOM COOLING UNIT (CU) SCHEDULE MARK NUMBER TYPE NOMINAL CAPACITY TONS FAN COMPRESSOR EVAPORATOR COIL CONDENSER (HPWS) WATER HUMIDIFIER ELECTRIC REHEAT COIL -KW AIR FILTER REMARKS DRIVE TYPE CAPACITY (CFM) ESP IN WG QUANTITY MOTOR HP * QUANTITY REFRIGERANT CAPACITY MBH ENTERING AIR FLOW GPM � 'F MAX MAX FLOW FT H2O PIPE SIZE CAP #/HR KW TYPE & DEPTH PERICIENCY ASHR E 52-76 FINAL SP IN WG SENSIBLE TOTAL DB WB VELOCITY CR1A5 WATERCOOLED FLOW 5 BELT 3350 1.5 * 2 1.5 (1) 2 R-22 63.9 77.1 72 60 252 FPM 18 85 6 1 1/2" 17.4 6.4 (1) 10 (1) * 12" 85 1.0 CONTEMPO CR1A6 WATER COOLED 5 BELT 3350 1.5 * 2 1.5 (1) 2 R-22 63.9 77.1 72 60 252 FPM 18 85 6 1 1/2" 17.4 6.4 (1) 10 (1) * 12" 85 1.0 CONTEMPO CR1B7 WATER COFI OLED g BELT 3350 1.5 * 2 1.5 (1) 2 R-22 63.9 77.1 72 60 252 FPM 18 85 6 1 1/2" 17.4 6.4 (1) 10 (1) * 12" 85 1.0 CONTEMPO CR1B8 WATER COOLED 5 BELT 3350 1.5 * 2 1.5 (1) 2 R-22 63.9 77.1 72 60 252 FPM 18 85 6 1 1/2" 17.4 6.4 (1) 10 (1) * 12" 85 1.0 CONTEMPO CR1B6 WATER NCFOLOWD 10 BELT 5650 1.5 * 2 3 (1) 2 R-22 113.6 130.0 72 60 383 FPM 32.1 85 12.5 2" 17.4 6.4 (1) 15 (1) * 12" 85 1.0 CONTEMPO CR1C6 WATER COOLED 10 BELT 5650 1.5 * 2 3 (1) 2 R-22 113.6 130.0 72 60 383 FPM 32.1 85 12.5 2" 17.4 6.4 (1) 15 (1) * 12" 85 1.0 CONTEMPO CR4C8 WATER COOLED DOWN FLOW 10 BELT 5650 1.5 * 2 3 (1) 2 R-22 113.6 130.0 72 60 383 FPM 32.1 85 12.5 2" 17.4 6.4 (1) 15 (1) * 12" 85 1.0 CONTEMPO CR4A10 WATER COOLED DOWN FLOW �0 BELT 5650 1.5 * 2 3 (1) 2 R-22 113.6 130.0 72 60 383 FPM 32.1 85 12.5 2" 17.4 6.4 (1) 15 (i) * 12" 85 1.0 CONTEMPO CR3A6 WATER COOLED 5 BELT 2800 0.3 1 1-1 2 1 R-22 53.0 62.5 72 60 405 FPM 9.9 85 2.5 1-1/8" OD - - - 2" 20% 1.0 LIEBERT BU071WGAG005 /4; 4. j Aff goia 1 I.: 0, ' I 4 IP AlleZfrf770M ' • Ade • i AdielfriMMAWITZ1Mr. ,,, i • 4 , 4 2 :��iii���i�,viii`.iii;r�i�lii�,iiiiiiiiiiiiii��iii�.�,ii.:�:�i��si�.rii��.i��ii�viii..�n.���tiiii`riiiii� iii:�:�,�.�ri�✓iii��ii�i���.� yr � 6/5� ��������� A��sii���.�iiiiiii��i����A� A Or 074 redrAW * FARR RIGA -FLOW 100 (ESP AND MOTOR HP TO OVERCOME ADDITIONAL RESISTANCE OF 1" FOR DIRTY FILTER) PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED FSi consulting engineers Seattle, Washington Solutions & Service ISSUED FOR CONSTRUCTION NOVEMBER 17, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 18 2017 PERMIT CENTER REMOVAL NOTES: 1.) 460V/30/60Hz 2. 208V/30/60Hz 3. 115V/1 0/60Hz SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A RECORD DRAWINGS MJC KMR/DS 10.1.90 B BDS LAB PACKAGES 1-5 - T PROP 34355 FSi AWL 11.17.17 BOE/NG° - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 11.17.17 SIGNED DRAWN P. TRACEY CHECKED R. MURRAY ENGINEER W. HENCKEL CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA DATE I SUBTITLE 10.1.90 TITLE EQUIPMENT SCHEDULES BDS LAB PACKAGES 1-5 - T PROP BUILDING 09-008 MECHANICAL MASTER COL. N/A CURRENT REVISION 34355 SYMBOL DATE 11.17.17 G NO. -008-M5R