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Permit M19-0097 - TUKWILA JUSTICE CENTER - NEW HVAC SYSTEM
TUKWILA JUSTICE CENTER 15001 TUKWILA INTL BLVD BLDG FINALED 08/21/2020 M19-0097 �~^�xx ^n� Tukwila ~~U~� x�n " ��n^���va Department mfCommunity Development G3V0SouthcenterBoulevard, Suite #1OO Tukwila, Washington 9Q188 ~�906-1��~ Phone:2O6-431'3670 Inspection Request Line: 2n6438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: MECHANICAL PERMIT 0041000517 Permit Number: M19-0097 Project Name: TUKWILA JUSTICE CENTER Issue Date: 7/23/2019 Permit Expires On: I/19/2020 Contact Person: Name: Address: Contractor: Nome: License No: Lender: TUKWILA CITY OF 62005OUTH[ENTER8LVO,TUKVVU\ WA, 98188 IVY LEVANGIE 2Ol09144THAVE SE, VV0OD|mVLLE, WA, 98072 JOHKNSEM MECHANICAL INC. ZVIO9l44AVE NE, VV00D|NV|i1E, WA, 98072 ]OHANK4|173PK ''' Phone: (425)481-2266 Phone: (425)481-2266 Expiration Date: 2/2/2021 DESCRIPTION OF WORK: HVAC SYSTEM FOR NEW TUKWILA JUSTICE CENTER. Valuation of Work: $1,345,784.00 Type of Work: NEW Fuel type: ELECT Fees Collected: $13,549.79 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Codes adopted bythe City nfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signa 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: YVA[Z96-4613: WA State Energy Code: 2017 20172017 2015 Date:7—,2:; |hearbYcertify that | have read and examined this permit and know the same tobetrue and correct All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance ofwork. |amauthorized 0osign and obtain this development permit and agree tothe conditions attached tuthis permit. Signature: Print Name: Ix 701L 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: All permits, inspection record card and approved construction documents shall bekept a¢the site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 2: Manufacturers installation instructions shall be available on the job site at the time of inspection. 3: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 4: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment orappliance rests. 5: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 6: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision -is required. (City Ordinance #2437) 7: H.V.AI. systems supplying air in excess of 2,000 cubic feeper minute toenclosed spaces within buildings shall beequipped with anautomatic shutoff. Automatic shutoff shall beaccomplished byinterrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment, Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed inaccordance with the manufacturer's installation instructions. (IM[6OG.1,606.Z.1) 8: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #Z437) 9: Duct detectors shall send vsupervisory signal only upon activation, (City Ordinance #Z437) 10: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Npwork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|FC9O1.2) 11: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests, (City Ordinances #2436and #Z437) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition nrviolation. 14: These plans were reviewed byInspector 511. |fyou have any questions, please call Tukwila Fire Prevention Bureau m(Z06)575-44U7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0701 ROUGM1NK4ECHAN|[AL 2 1800 MECHANICAL FINAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Mechanical Permit No. yv) lc( - 00 q Project No. Date Application Accepted: (p )1- Date Application Expires: ! Z 1 1 " 1' (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: 130 LI G 0073 2, 5 Site Address: Um S Ta..�LuJ� \C. tr J('a 0.•41 gkti8 Suite Number: Floor: Tenant Name: 1-k1w)\ \ a 3wak: c_rz New Tenant: ❑ Yes ❑ ..No PROPERTY OWNER Name: a k., Address: 1.3 00L_ f B 1 uci , City: N w•. 1 a State: \ j\4_ Zip:ei cif 11 CONTACT PERSON - person receiving all project communication Name: l 01 1 -„ r 1 Address: -of l"lNt-t--" Akre_ Oe_ City: Vv� 1 , /,01 kl - State: \ _ wa/_ Zip: CI �u ►"J Phone: l'LiS- 451 2 ax: Email: l JH \ t u� `r1\..c..n 4ee,vn ALL. C-v, MECHANICAL CONTRACTOR INFORMATION Company Name: lv GA. MC I '' ' 1 Address: v x 0 0t i �t Li k - Akre_ 2E {_ City: WCv 41^ J ) 142. Stater „ 14 Zip: aloci . 2 Valuation of project (contractor's bid price): $ 1 t� 4 S I $� Describe the scope of work in detail: Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric Gas Other: " f 2 H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater s SO Appliance vent Repair or addition to heat/refrig/cooling _system Air handling unit 11 <10,000 cfm Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan t connected to single duct % V Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser 510 Thermostat Wood/gas stove Emergency generator Other mechanical equipment V4v s 4K Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu tlQF EauP id (a) District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10P A few sounds are exempt from the noise code, including: Warning devices; Construction and property maintenance during the daytime hours (7am-10pm); Testing of backup generators during the day. Saturday, Sunday and State -recognized holidays. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OR OR UTHO ED AGENT: Signature: Print Name: Mailing Address: 2.61 O ! i 41"f C - 1v Date: [ i ! 1 5 Day Telephone: k Z5 ..- 52% - tcra-L. City tate Zip HAApplicationslrorms-Applications on Line Applications Revised: January 2016 bh Application Revised I-4-16.docs Page 2 of 2 DESCRIPTIONS ACCOUNT 1 QUANTITY M19-0097 Address: 15001 TUKWILA INTL BLVD BLDG MECHANICAL ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20618 R000.345.830.00.08 1.00 PAID $70.00 $70.00 Date Paid: Tuesday, April 28, 2020 Paid By: CITY OF TUKWILA Pay Method: ACCOUNT 91630501.1000.107 3 Printed: Tuesday. April 28. 2020 2:44 PM 1 of 1 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT I QUANTITY PAID PermitTRAK $70.00 M19-0097 Address: 15001 TUKWILA INTL BLVD BLDG Apn: 0041000517 $70.00 E HANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 TOTAL FEES PAID BY RECEIPT: R18431 $70.00 WOW -k000. 9)* • 61(6. Flq.2.10 1D1.00 Date Paid: Wednesday, August 28, 2019 Paid By: TUKWILA CITY OF Pay Method: ACCOUNT Printed: Wednesday, August 28, 2019 8:32 AM 1 of 1 CR W SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $13,549.79 M 9-0097 Address: 15001 TUKWILA INTL BLVD BLDG Apn: 0041000517 $13,549.79 MECHANICAL $13,028.64 PERMIT ISSUANCE BASE FEE R000,322.100,00,00 0.00 $33.15 PERMIT FEE R000.322.100.00,00 0,00 $10,389.76 PLAN CHECK FEE R000.322.102.00,00 0,00 $2,605.73 TECHNOLOGY FEE $521.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17858 R000.322.900.04,00 0.00 $521.15 $13,549.79 Date Paid: Tuesday, June 11, 2019 Paid By: JOHANSEN MECHANICAL, INC. Pay Method: CHECK 074745 Printed: Tuesday, June 11, 2019 10:46 AM 1 of 1 TE TO: FROM: DATE: SUBJECT: MEMORANDUM Sherry Wright Rachelle Ripley July 19, 2019 Permit Number M19-0097 Please refund $13,549.79 (thirteen thousand five hundred forty-nine dollars and seventy- nine cents) for a transaction made on June 11, 2019. Please make check payable to Johansen Mechanical and send to 20109 144th Ave NE Woodinville, WA 98072. This is a city project and was paid for by the contractor. Please provide the refund as follows: Account 000.322.100.00.00: $ Account 000.322.102.00.00: $ Account 000.322.900.04.00: $ Total: $ Thank you! 10,422.91 2,605.73 521.15 13,549.79 Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT, QUANTITY • PAID $13,549.79 M19-0097 Address: 15001 TUK A INTL BLVD BLDG Apn: 0041000517 $13,549.79 MECHANICAL $13,028.64 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $10,389.76 PLAN CHECK FEE R000.322.102,00.00 0.00 $2,605.73 TECHNOLOGY FEE $521.15 TECHNOLOGY FEE R000.322.900.04.00 0.00 $521.15 TOTAL FEES PAID BY RECEIPT: R18148 $13,549.79 AVAM-Ir omel)uol.la00.10.1 2ciq .1(6.W(1-.)-101 . (6,00 Date Paid: Friday, July 19, 2019 Paid By: City of Tukwila Pay Method: ACCOUNT Printed: Friday, July 19, 2019 9:23 AM 1 of 1 SYSTE INSPECTION RECORD Retain a copy with permit NSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pro--jeecctt�: i w1'f!// --- f C.� `Type of Inspection: /*L Address: ,,1��..... Date Called: Special Instructions: 1 Date Wanted: a.m. 12 -W��� p.m.. Requester: / Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Neudorfer Engineers. Inc. Cor uitung [nt)mcers Soattie Portland whr. NCua''rfc.r Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-Al AREA: Area A / Level-1 Unit Data Unit Manufacturer PremiSys Unit Model Number MPE-1-W3-3C-060-1 Unit Serial Number 16009379 DOAS-A1/SF Final -Filter Filter Manufacturer Airguard Filter Type Pleated Filter Quantity - Size 1 8 Filter Dimensions - Size 1 20x20x2 DOA$-A1/SF Pre -Filter Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 Airguard Pleated 4 16x25x2 Test Data SF Total Design Flow SF Total Actual Flow EF Total Design Flow EF Total Actual Flow DOAS-A1/Exhaust Fan Fan RPM Design Fan Speed VFD Setting AHU SP Setpoint Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 DOAS-Al/Supply Fan Fan RPM Design Fan Speed VFD Setting AHU SP Setpoint Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 2690 CFM 2396 CFM 1815 CFM 1968 CFM Not Listed RPM 84% Speed 63 Hz 0.50" in. 481 Volts 480 Volts 480 Volts 1.9 Amps 1.6 Amps 1.8 Amps Not Listed RPM 95% Speed 59 Hz 0.50" in. 480 Volts 480 Volts 477 Volts 3.7 Amps 3.2 Amps 3.7 Amps Log: Tested By: Dwight Hammack Date: 8/4/2020 Motor Data POAS-A1/Exhaust Fan Drive Type Direct Drive Motor Manufacturer Baldor Motor Frame 145T Motor HP 1.5 HP Motor RPM 1755 RPM Motor Rated Volts 230/460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 4.4/2.2 Amps Motor Service Factor 1.15 Motor Efficiency 86.5 % Motor Power Factor 72 PF POAS-Al/Supply Fan Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Motor Efficiency Motor Power Factor Direct Drive Baldor 182T 3 HP 1765 RPM 230/460 Volts 3 60 Hz 8.4/4.2 Amps 1.15 89.5 74 PF Test Pressures SF Design TSP SF Design ESP SF Pre -Filter SP In SF Pre -Filter SP Out SF Fan SP In EF Design TSP EF Design ESP EF Pre -Filter SP In EF Pre -Filter SP Out EF Fan SP In EF Fan SP Out No Listed in. w.c. 1.35 in. w.c. -1.16 in. wc -1.41 in. we -1.41 in. we No Listed in. w.c. 1.10 in. w.c. -0.67 in. wc -1,37 in. wc -1,37 in. we 0.06 in. wc DOAS-Al DOAS-Al DOAS-Al 8/7/2020 Dwight Hammack 8/7/2020 Dwight Hammack 8/4/2020 Dwight Hammack (2) The volume damper is full closed. (1) The volume damper is full open. DSP setpoint is 0.50" Neudorfer Engineers, Inc. Page 1 of 130 Neudorfer Engineers. Inc. Cnuflq Erv.priLerl, Sttk Fot ard Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-M/Return Air Total Unit Data Type of Traverse Round Diameter 18 in. Insulation Width 0 in. Air Flow Area 1.77 sq. ft. Number Of Rows 2 Readings Per Row 10 Total Readings 20 Location of Holes 1 Bottom Location of Holes 2 Left Hole 2 Tested By: Andrea Buckman Date: 6/29/2020 Final Data Sum of Readings 22248 Average Reading 1112 FPM Reading Std. Dev. 82.162 FPM Actual Total Flow 1968 CFM Static Pressure -0.46 in, Traverse Data Points 18 1r- 0 A Neudorfer Engineers, Inc. Page 2 of 130 Neudorfer Engineers. no. Con,ulting Engineers Seattle Portland wwn NeutIntert_rg n con" Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-M/Supply Total Unit Data Type of Traverse Round Diameter 20 in. Insulation Width 0 in. Air Flow Area 2.18 sq. ft. Number Of Rows 2 Readings Per Row 10 Total Readings 20 Location of Holes 1 Bottom Location of Holes 2 Right Tested By: Andrea Buckman Date: 6/29/2020 Final Data Sum of Readings 22281 Average Reading 1114 FPM Reading Std. Dev. 178.633 FPM Design Total Flow 2690 CFM Actual Total Flow 2429 CFM Static Pressure 0.89 in. Traverse Data Points 0 0 X Hole 2 Neudorfer Engineers, Inc. Page 3 of 130 Neudorfer Engineers. Inc co,up fly nvprtiers ittli PI Wand Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DOAS-Al Exhaust Inlet Summary DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: 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 A155 Velgrid G-3 12"x8" 0.43 225 75 198 88 (1) Inlet-02 A152 Velgrid G-3 12"x8" 0.43 - 140 95 122 87 Inlet-03 A146 Flowhood G-1 12x12" 1 - 30 40 28 93 Inlet-04 A151 Flowhood G-1 12x12" 1 - 30 50 28 93 Inlet-05 A147 Flowhood G-1 24x24" 1 - 175 100 162 93 Inlet-06 A111 Flowhood G-1 12x12" 1 - 60 0 52 87 Inlet-07 A112 Flowhood G-1 12x12" 1 - 30 85 29 97 (2) Inlet-08 A130 Velgrid G-3 12"x8" 0.43 - 310 385 264 85 Inlet-09 A118 Flowhood G-1 12x12 1 - 80 105 74 93 Inlet-10 A114 Flowhood G-1 12x12" 1 - 30 7 r 26 87 Inlet-11 A115 Flowhood G-1 12"x12" 1 - 35 45 31 89 Inlet-12 A117 Velgrid G-3 6"x6" 0.2 - 130 85 118 91 Inlet-13 A109 Flowhood G-1 24x12" 1 - 115 170 98 85 Inlet-14 A104 Flowhood G-1 12"x12" 1 - 35 35 30 86 Inlet-15 A103 Flowhood G-1 12"x12" 1 - 35 30 32 91 Inlet-16 A106 Flowhood G-1 12x12" 1 - 30 25 26 87 Inlet-17 A105 Flowhood G-1 12x12" 1 - 30 50 27 90 Inlet-18 A134 Flowhood G-1 12x12" 1 - 75 40 65 87 (1) Inlet-19 A128 Flowhood G-1 12"x12" 1 - 35 30 33 94 Inlet-20 A127 Flowhood G-1 12"x12" 1 - 30 25 28 93 Inlet-21 A123 Flowhood G-1 12x12" 1 - 105 195 88 84 Inlet-22 A126 Velgrid G-3 6"x6" 0.2 - 50 105 79 158 (2) Inlet-23 A129 Flowhood G-1 24x12" 1 - 30 60 28 93 Inlet-24* A212 Flowhood G-1 24"x12" 1 - 35 190 50 143 (2) Totals: - - - - 1880 2027 1716 91 Log: DOAS-A1/Inlet-24 8/7/2020 Dwight Hammack (2 The volume damper is full closed, NeudorferEngineers, Inc. Page 4 of 130 Neudorfer Engineers. Inc. Consulting EngIncers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A1/VAV-A100 AREA: Records Lobby Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 8 10.2 5 inches 1.88 Log: Tested By: Andrea Buckman Date: 6/10/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 300 CFM 55 CFM 300 CFM 65 CFM DOAS-AlNAV-A100 DOAS-AlNAV-A100 6/18/2020 Dwight Hammack 6/10/2020 Andrea Buckman (1) The volume damper is full open. Outlet one is noisy after balancing DOAS-A1NAV-A100 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 A100 Flowhood D-2 8" 1 - 150 230 155 103 Outlet-02 A100 Flowhood D-2 8" 1 - 150 50 145 97 (1) Totals: - - - - - 300 280 300 100 Neudorfer Engineers, Inc. Page 5 of 130 Neudorfer Engineers. Inc. Con,u114,14 Engint,ers Scuttlu Piortoand woo Nf:ucl,rfcrt ^cm Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A1NAV-A103 AREA: Interview Rooms Unit Data Manufacturer Model Number VAV Address Application # Coding Inlet Size Cooling K Factor Titus DESV 7 10.2 5 inches 1.51 DOAS-A1NAV-A103 Supply Outlet Summary Tested By: Andrea Buckman Date: 6/29/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 290 CFM 290 CFM 288 CFM 288 CFM 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 A106 Flowhood D-1 4" 1 - 30 0 28 93 Outlet-02 A105 Flowhood D-1 4" 1 - 30 0 29 97 Outlet-03 A104 Flowhood D-1 4' 1 - 35 25 33 94 Outlet-04 A103 Flowhood D-1 6" 1 - 35 0 35 100 Outlet-05 A109 Flowhood D-1 6' 1 - 115 165 120 104 Outlet-06 A108 Flowhood D-1 4" 1 - 45 30 43 96 (1) Totals: - - - - - 290 220 288 99 Neudorfer Engineers, Inc, Page 6 of 130 Neudorfer Engineers. Inc. EllqtfleerS Seattle Portland ww*Nk,uaorte Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A1NAV-A112 AREA: Circulation / Sgt Mtg Room Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 16 10.2 5 inches 2.37 DOAS-AINAV-A112 Supply Outlet Summary Tested By: Andrea Buckman Date: 6/10/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 300 CFM 300 CFM 320 CFM 320 CFM 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 A116 Airfoil R-1 6" 1 - 70 95 75 107 Outlet-02 A112 Flowhood D-1 4" 1 - 30 0 30 100 Outlet-03 A111 Flowhood D-1 4" 1 - 60 80 65 108 Outlet-04 A148 Velgrid R-1 8"x6" 0.23 - 140 105 150 107 (1) Totals: - - - - - 300 280 320 107 Neudorfer Engineers, Inc. Page 7 of 130 Neudorfer Engineers. Inc. Cen,u11 ng Engineers SeanIti Porliand Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A1NAV-A114 AREA: Senior Mgr / Records Stor Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 10 10.2 4 inches 0.94 DOAS-AINAV-A114 Supply Outlet Summary Tested By: Andrea Buckman Date: 6/9/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 65 CFM 65 CFM 66 CFM 66 CFM 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 A114 Flowhood D-1 4" 1 - 30 35 30 100 (1) Outlet-02 A115 Flowhood D-3 4" 1 - 35 40 36 103 Totals: - - - - - 65 75 66 102 - Neudorfer Engineers, Inc. Page 8 of 130 Neudorfer Engineers. Inc. Consultmg Engineers Seattle Portland ww 4u rr r Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A1NAV-A117 AREA: Records Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 9 10.2 5 inches 4.27 DOAS-AINAV-A117 Supply Outlet Summary Tested By: Dwight Hammack Date: 7/7/2020 Air Test Data Clg Max Des, Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 130 CFM 55 CFM 125 CFM 50 CFM 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* A117 Flowhood D-2 4" 1 - 30 50 30 100 Outlet-02 A117 Flowhood D-6 6" 0.64 - 100 65 95 95 (1) Totals: - - - - - 130 115 125 96 Log: DOAS-AlNAV-A117/Outlet-01 6/10/2020 Andrea Buckman Fully closed damper with g eenheck damper controller but CFM did not change. Neudorfer Engineers, Inc. Page 9 of 130 Neudorfer Engineers. Inc ConsultCniuItiq EmpriLers Seattle Plmiand vw#. Nu rcrgn_ c Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE; 8/11/2020 CONTACT: Dave BenMaor AUTHOR; SYSTEM/UNIT: DOAS-A1NAV-A123 AREA: Booking Area Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 11 10.2 6 inches 2.18 DOAS-AINAV-A123 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/8/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act, Primary Flow Clg Min Act. Primary Flow 400 CFM 400 CFM 404 CFM 400 CFM 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 A125 Flowhood R-3 6"x6" 1 - 30 46 29 97 Outlet-02 A123 Flowhood D-2 6"x6" 1 - 100 129 102 102 Outlet-03 A123 Flowhood D-2 8" 1 - 100 141 103 103 Outlet-04 A124 Flowhood R-3 8"1 - 30 42 32 107 Outlet-05 A121 Flowhood D-2 4 1 - 30 30 32 107 Outlet-06 A122 Flowhood R-3 6"x6" 1 - 30 32 31 103 Outlet-07 A118 Flowhood D-1 6" 1 - 80 65 75 94 (1) Totals: - - - - - 400 485 404 101 Neudorfer Engineers, Inc. Page 10 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland viewo, Nr•ucnriert corn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A1/VAV-A127 AREA: Interview Rooms Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 14 10.2 4 inches 0.96 DOAS-A1NAV-A127 Supply Outlet Summary Tested By: Paul Mungia Date: 6/11/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 145 CFM 95 CFM 155 CFM 95 CFM System/Unit Area Served Type of Reading Outlet Type Size LAW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet-01* A126 Flowhood D-3 6" 1 - 50 45 50 100 (1) Outlet-02* A127 Flowhood D-2 4" 1 - 30 60 30 100 (2) Outlet-03* A128 Flowhood D-2 4" 1 - 35 125 40 114 (2) Outlet-04* A129 Flowhood D-2 4" 1 - 30 35 35 117 (2) Totals: - - - - - 145 265 155 107 Log: DOAS-A1NAV-A127/Outlet-01 DOAS-Al NAV-A127/Outlet-02 DOAS-AlNAV-A127/Outlet-03 DOAS-AlNAV-A127/Outlet-04 6/11/2020 6/11/2020 6/11/2020 6/11/2020 Paul Mungia Paul Mungia Paul Mungia Paul Mungia (1) The volume damper is full open. (2) The volume damper is full closed. (2) The volume damper is full closed. (2) The volume damper is full closed. Neudorfer Engineers, Inc. Page 11 of 130 Neudorfer Engineers. Inc. CoruI1nq Engineers Sodltio Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A1NAV-AI 30 AREA: Open Office Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 15 10.2 5 inches 2.01 DOAS-A1NAV-A130 Supply Outlet Summary Tested By: Andrea Buckman Date: 6/10/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act, Primary Flow 275 CFM 85 CFM 260 CFM 80 CFM 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 A116 Airfoil R-2 0.19 - 35 120 35 100 Outlet-02 A130 Flowhood D-6 6" 0.64 - 80 50 75 94 Outlet-03 A130 Flowhood D-6 6" 0.64 - 80 85 75 94 Outlet-04 A130 Flowhood D-6 6" 0.64 - 80 20 75 94 (1) Totals: - - - - - 275 275 260 95 Neudorfer Engineers, Inc. Page 12 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-AINAV-A144 AREA: Evidence Lab Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 19 10.2 5 inches 3.24 DOAS-AINAV-A144 Supply Outlet Summary Tested By: Paul Mungia Date: 6/10/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 215 CFM 215 CFM 218 CFM 218 CFM 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 A156 Flowhood D-1 6" 1 - 75 65 80 107 Outlet-02 A138 Flowhood D-1 6" 1 - 75 65 80 107 Outlet-03 A146 Flowhood D-1 4" 1 - 30 20 25 83 Outlet-04 A145 Airfoil D-5 24"x2" 0.07 - 17.5 10 16 91 (1) Outlet-05 Airfoil D-5 24"x2" 0.07 - 17.5 10 17 97 (1) Totals: - - - - - 215 170 218 101 Neudorfer Engineers, Inc. Page 13 of 130 Neudorfer Engineers. Inc. Corsul1vi CnqinLors Sodttlo Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-AlNAV-A147 AREA: Briefing Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 17 10.2 4 inches 1.70 DOAS-A1NAV-A147 Supply Outlet Summary Tested By: Paul Mungia Date: 6/10/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act, Primary Flow Clg Min Act. Primary Flow 175 CFM 50 CFM 175 CFM 55 CFM 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 A147 Flowhood 0-1 8" 1 - 175 185 175 100 Totals: - - - - - 175 185 175 100 - Neudorfer Engineers, Inc. Page 14 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland ww" N.cutlortertr gin COFT1 Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A1NAV-A155 AREA: SWAT Gear Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 18 10.2 6 inches 3.01 DOAS-A1NAV-A155 Supply Outlet Summary Tested By: Paul Mungia Date: 6/10/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 395 CFM 395 CFM 390 CFM 390 CFM 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 A155 Flowhood R-1 12"x6" 1 - 225 265 230 102 Outlet-02* A152 Velgrid R-2 8"x6" 0.23 - 140 70 130 93 (1) Outlet-03 A151 Flowhood D-1 6" 1 - 30 40 30 100 Totals: - - - - - 395 375 390 99 - Log: DOAS-Al /VAV-A155/Outlet-02 6/10/2020 Paul Mungia (1) The volume damper is full open. Neudorfer Engineers, Inc. Page 15 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland wwr, FI{'uG:•r'ert^gin .>'; com Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2 AREA: Area A / Level-2 Unit Data Unit Manufacturer PremiSys Unit Model Number MPE-2-W3-3J-180-1 Unit Serial Number 16009367 EF Fan Rotation Counterclockwise SF Fan Rotation Counterclockwise POAS-A2/EF Final -Filter Filter Manufacturer Airguard Filter Type Pleated Filter Quantity - Size 1 4 Filter Dimensions - Size 1 16x25x2 POAS-A2/SF Final -Filter Filter Manufacturer Airguard Filter Type Pleated Filter Quantity - Size 1 16 Filter Dimensions - Size 1 16x25x2 POAS-A2/SF Pre -Filter Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 Airguard Pleated 4 16x25x2 Test Data SF Total Design Flow SF Total Actual Flow EF Total Design Flow EF Total Actual Flow QOAS-A2/Exhaust Farb Fan RPM Design Fan Speed VFD Setting AHU SP Setpoint Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 DOAS-A2/Supply Fan Fan RPM Design Fan Speed VFD Setting AHU SP Setpoint Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 6160 CFM 5895 CFM 5435 CFM 5446 CFM Not Listed RPM 94% Speed 44 Hz 1.0" in. 480 Volts 483 Volts 481 Volts 4.2 Amps 4.1 Amps 4.2 Amps Not Listed RPM 88% Speed 53 Hz 1.0" in. 483 Volts 482 Volts 482 Volts 8 Amps 7.5 Amps 8 Amps Tested By: Dwight Hammack Date: 8/5/2020 Motor Data DOAS-A2/Exhaust Fan Drive Type Direct Drive Motor Manufacturer Baldor Motor Frame 184T Motor HP 5 HP Motor RPM 1750 RPM Motor Rated Volts 230/460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 13.2/6.6 Amps Motor Service Factor 1.15 Motor Efficiency 89.5 Motor Power Factor 80 PF DOAS-A2/SuDDIv Fan, Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Motor Efficiency Motor Power Factor Direct Drive Baldor 213T 7.5 HP 1770 RPM 230/460 Volts 3 60 Hz 19.4/9.7 Amps 1.15 91 % 79 PF Test Pressures SF Design TSP SF Design ESP SF Pre -Filter SP In SF Pre -Filter SP Out SF CC SP In SF CC SP Out SF Fan SP In SF Fan SP Out EF Design TSP EF Design ESP EF Pre -Filter SP In EF Pre -Filter SP Out EF Fan SP In EF Fan SP Out No Listed in. 1.00 in. w.c. -0,25 in. wc -0.67 in. wc -1.68 in. wc -2.16 in. wc -2.16 in. wc 1.45 in. wc No Listed in. w.c. 0.85 in. w.c. -0.53 in. wc -1.68 in. wc -1.68 in. wc 0.21 in. we W.C. Neudorfer Engineers, Inc. Page 16 of 130 Neudorfer Engineers. Inc Confultinq Engincers Swale Portland ww* NruCorfertngin .com Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2 AREA: Area A / Level-2 Log: Tested By: Dwight Hammack Date: 8/5/2020 DOAS-A2 DOAS-A2 DOAS-A2 8/5/2020 8/5/2020 8/4/2020 Dwight Hammack Dwight Hammack Dwight Hammack DSP 1" Max supply flow was derived from the VAV total at design flow for each VAV. There is no location to take a duct traverse. With all of the VAV's open to there max design, the total flow for the DOAS is 5895 CFM. Neudorfer Engineers, Inc. Page 17 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Poriland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DOAS-A2 Exhaust Inlet Summary DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: 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 A213 Flowhood G-3 12"x10" 1 - 440 160 400 91 (1) Inlet-02 A215 Flowhood G-1 12"x12" 1 - 140 80 145 104 Inlet-03 A217 Velgrid G-3 8"x6" 0.29 - 120 70 123 103 (2) Inlet-04 A223 Flowhood G-1 12"x12" 1 - 105 175 109 104 Inlet-05 A223 Velgrid G-3 18"x6" 0.67 - 280 466 279 100 Inlet-06 A223 Velgrid G-3 18"x6" 0.67 - 280 677 280 100 Inlet-07 A235 Velgrid G-3 10"x6" 0.41 - 155 327 178 115 (2) Inlet-08 A208 Flowhood G-3 22"x10" 1 - 780 370 785 101 Inlet-09 A205 Airfoil Locker Duct 8" 0.35 - 150 105 146 97 Inlet-10 A205 Airfoil Locker Duct 8" 0.35 - 105 113 102 97 Inlet-11 A205 Airfoil Locker Duct 8" 0.35 - 135 138 131 97 Inlet-12 A205 Airfoil Locker Duct 8" 0.35 - 135 115 133 99 Inlet-13 A205 Airfoil Locker Duct 8" 0.35 - 135 202 131 97 Inlet-14 A205 Airfoil Locker Duct 8" 0.35 - 135 167 132 98 Inlet-15 A205 Airfoil Locker Duct 8" 0.35 - 135 163 134 99 Inlet-16 A205 Airfoil Locker Duct 6" 0.2 - 90 99 85 94 Inlet-17 A205 Airfoil Locker Duct 6" 0.2 - 90 171 86 96 Inlet-18 A205 Airfoil Locker Duct 6" 0.2 - 90 144 83 92 Inlet-19 A205 Airfoil Locker Duct 6" 0.2 - 90 107 84 93 Inlet-20 A205 Airfoil Locker Duct 6" 0.2 - 90 130 85 94 Inlet-20A A203 Airfoil Locker Duct 8" 0.35 - 45 360 42 93 Inlet-21 A203 Airfoil Locker Duct 4" 0.09 - 15 40 22 147 (2) Inlet-22 A203 Airfoil Locker Duct 6" 0.2 - 45 152 44 98 Inlet-23 A203 Airfoil Locker Duct 6" 0.2 - 45 87 43 96 Inlet-24 A203 Airfoil Locker Duct 6" 0.2 - 45 146 43 96 Inlet-25 A203 Airfoil Locker Duct 6" 0.2 - 45 122 42 93 Inlet-26` A207 Flowhood G-3 24"x12" 1 - 1170 760 1239 106 Inlet-27 A203 Velgrid G-5 12"x8" 0.6 - 245 442 245 100 Inlet-30 A227 Flowhood G-1 24"x12" 1 - 65 75 60 92 Inlet-31 A239 Flowhood G-1 24"x12" 1 - 35 110 35 100 Totals: - - - - - 5435 6273 5446 100 Log: DOAS-A2/Inlet-26 7/9/2020 Andrea Buckman G ille is producing lots of noise. Neudorfer Engineers, Inc. Page 18 of 130 Neudorfer Engineers. Inc. Cense114rig Engineers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A203 AREA: Female Lockers Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 15 10.2 8 inches 2.22 DOAS-A2NAV-A203 Supply Outlet Summary Tested By: Paul Mungia Date: 6/12/2020 Air Test Data Clg Max Des, Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 680 CFM 680 CFM 660 CFM 660 CFM 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 A203 Airfoil D-5 24"x6" 0.51 - 340 , 360 345 101 Outlet-02 A203 Airfoil D-5 24"x6" 0.51 - 340 305 315 93 Totals: - - - - - 680 665 660 97 - Neudorfer Engineers, Inc. Page 19 of 130 Neudorfer Engineers. Inc. Consulting Enyne ors Soattle Portland vire, Ncire.c.f :•e•rt r. COrn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A205 AREA: Male Lockers Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 17 10.2 12 inches 2.69 DOAS-A2NAV-A205 Supply Outlet Summary Tested By: Dwight Hammack Date: 6/25/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act, Primary Flow 1720 CFM 1720 CFM 1710 CFM 1710 CFM 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 A205 Velgrid D-5 14"x12" 0.78 - 430 430 430 100 Outlet-02 A205 Velgrid D-5 14"x12" 0.78 - 430 400 400 93 (1) Outlet-03 A205 Velgrid D-5 14x12" 0.78 - 430 450 450 105 Outlet-04 A205 Velgrid D-5 14x12" 0.78 - 430 430 430 100 Totals: - - - - - 1720 1710 1710 99 - Neudorfer Engineers, Inc. Page 20 of 130 Neudorfer Engineers. Inc. Conhult ng Engineers Seattle Portland wwo N.cuc•Dre Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A207 AREA: Exercise Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 18 10.2 10 inches 2.27 Log: Tested By: Dwight Hammack Date: 6/23/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 1170 CFM 145 CFM 1170 CFM 145 CFM DOAS-A2NAV-A207 6/23/2020 Dwight Hammack (1) The volume damper is full open. DOAS-A2NAV-A207 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 A207 Velgrid R-2 24"x6" 0.87 - 390 400 400 103 Outlet-02 A207 Velgrid R-2 24"x6" 0.87 - 390 380 380 97 (1) Outlet-03 A207 Velgrid R-2 24"x6" 0.87 - 390 390 390 100 Totals: - - - - 1170 1170 1170 100 - Neudorfer Engineers, Inc, Page 21 of 130 Neudorfer Engineers. Inc. Con.ulting Enqincers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A208 AREA: DT Room Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 19 10.2 8 inches 2.35 Log: Tested By: Dwight Hammack Date: 6/23/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 780 CFM 90 CFM 770 CFM 90 CFM DOAS-A2NAV-A208 6/23/2020 Dwight Hammack (1) The volume damper is full open. DOAS-A2NAV-A208 Supply Outlet Summary System/Unit Area Served Type of Reading Outlet Type Size LAW/ D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet-01 A208 Flowhood R-2 24"x6" 0.87 - 390 325 380 97 (1) Outlet-02 A208 Flowhood R-2 24"x6" 0.87 - 390 480 390 100 Totals: - - - - - 780 805 770 99 - Neudorfer Engineers, Inc. Page 22 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland WW,S. Nr2utiorte. rE r gin com Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2/VAV-A211 AREA: Quite Rooms Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 16 10.2 4 inches 1.28 Log: Tested By: Dwight Hammack Date: 6/25/2020 Air Test Data Clg Max Des, Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 175 CFM 175 CFM 175 CFM 175 CFM DOAS-A2NAV-A211 DOAS-A2NAV-A211 7/24/2019 Dave BenMaor 7/24/2019 Dave BenMaor (2) The design airflow for outlets #2 (Room A211) and #3 (Room A210) is not specified on plans. Per the ASHRAE Ventilation schedule, the design is listed at 30-CFM each, which are the values used for balancing. (1) The volume damper is full open. DOAS-A2NAV-A211 Supply Outlet Summary System/Unit Area Served Type of Reading Outlet Type Size LAN / D AK Design Velocity Design Value Prelim Reading Final Reading Final % - Remarks Outlet-01 A212 Flowhood D-1 4" 1 - 35 40 35 100 Outlet-02 A211 Flowhood D-1 4" 1 - 30 25 30 100 (1) Outlet-03 A210 Flowhood D-1 4" 1 - 30 30 30 100 Outlet-04 A201 Flowhood D-3 6" 1 - 80 115 80 100 Totals: - - - - - 175 210 175 100 - Neudorfer Engineers, Inc. Page 23 of 130 Neudorfer Engineers. Inc. Consuitinq Engineers Seattle Portland Nw* NeuC."%r'erErgin ::, ,.com Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A213 AREA: Open Office Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 05 10.2 4 inches 1.26 DOAS-A2NAV-A213 Supply Outlet Summary Tested By: Paul Mungia Date: 6/12/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 130 CFM 55 CFM 145 CFM 55 CFM 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 A213 Flowhood D-6 6" 1 - 65 95 70 108 (1) Outlet-02 A213 Flowhood D-6 6" 1 - 65 120 75 115 Totals: - - - - - 130 215 145 112 - Neudorfer Engineers, Inc. Page 24 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A215 AREA: Team Area Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 7 10.2 4 inches 1.56 DOAS-A2NAV-A215 Supply Outlet Summary Tested By: Paul Mungia Date: 6/12/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act, Primary Flow 140 CFM 140 CFM 145 CFM 145 CFM System/Unit Area Served Type of Reading Outlet Type Size 1JcW / D AK Design Velocity Design Value Prelim Reading Final Reading Final Remarks Outlet-01 A215 Flowhood D-1 8" 1 - 140 160 145 104 Totals: - - - - - 140 160 145 104 - Neudorfer Engineers, Inc. Page 25 of 130 Neudorfer Engineers. Inc. Com ulliriq Enqincers Seattle Portland WNI N,CUG.00C Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A217 AREA: Act Open Office Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 08 10.2 4 inches 1.77 DOAS-A2NAV-A217 Supply Outlet Summary Tested By: Dwight Hammack Date: 6/24/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act, Primary Flow Clg Min Act. Primary Flow 120 CFM 35 CFM 125 CFM 35 CFM 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 A217 Flowhood D-6 8" 0.68 120 125 125 104 Totals: - - - - - 120 125 125 104 - Neudorfer Engineers, Inc. Page 26 of 130 Neudorfer Engineers. Inc. Consulting Engineers Snaffle Portland ww* NevOorterEngpn corn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A220 AREA: Staff Hallway Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 6 10.2 5 inches 1.31 Log: Tested By: Dwight Hammack Date: 8/4/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 250 CFM 250 CFM 260 CFM 260 CFM DOAS-A2NAV-A220 DOAS-A2NAV-A220 8/4/2020 Dwight Hammack 8/4/2020 Dwight Hammack (2) The volume damper is full closed. (1) The volume damper is full open. DOAS-A2NAV-A220 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 A222 Flowhood D-1 4' 1 - 35 55 35 100 Outlet-02 A220 Flowhood D-1 4" 1 - 30 55 30 100 Outlet-03 A219 Flowhood D-1 4" 1 - 30 60 30 100 (1) Outlet-04 A202 Flowhood D-3 12x6 0.5 - 60 140 100 167 (2) Outlet-05 A216 Flowhood D-1 4" 1 - 65 50 35 54 Outlet-06 A214 Flowhood D-1 4" 1 - 30 60 30 100 Totals: - - - - - 250 420 260 104 - Neudorfer Engineers, Inc. Page 27 of 130 i Neudorfer Engineers. Inc. Consultiriq Engineers Seattle Portland wwo, Ncuclorfcrt_rgin•..` .corn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A221 AREA: Major Case Conf. Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 09 10.2 4 inches 1.56 DOAS-A2NAV-A221 Supply Outlet Summary Tested By: Paul Mungia Date: 6/12/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 105 CFM 105 CFM 110CFM 110 CFM 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 A221 Flowhood D-1 8" 1 - 105 125 110 105 Totals: - - - - - 105 125 110 105 - Neudorfer Engineers, Inc. Page 28 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A223 AREA: MCU Open Office Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 10 10.2 5 inches 2.24 DOAS-A2NAV-A223 Supply Outlet Summary Tested By: Paul Mungia Date: 6/12/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 210 CFM 85 CFM 205 CFM 85 CFM 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 A223 Flowhood D-6 6" 0.63 - 105 150 105 100 (1) Outlet-02 A223 Flowhood D-6 6" 0.63 - 105 160 100 95 Totals: - - - - - 210 310 205 98 - Neudorfer Engineers, Inc. Page 29 of 130 Neudorfer Engineers. Inc. Con,u1t4nq Enoincers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A228 AREA: Phone Rooms Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 11 10.2 5 inches 2.16 Log: Tested By: Dwight Hammack Date: 6/24/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 245 CFM 135 CFM 250 CFM 135 CFM DOAS-A2NAV-A228 6/24/2020 Dwight Hammack (1) The volume damper is full open. DOAS-A2NAV-A228 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 A228 Flowhood D-6 6" 0.63 90 80 100 111 Outlet-02 A229 Flowhood D-1 4' 1 - 30 45 30 100 Outlet-03 A227 Flowhood D-1 4" 1 - 65 50 60 92 (1) Outlet-04 A234 Flowhood D-1 4" 1 - 30 40 30 100 Outlet-05 A233 Flowhood D-1 4" 1 - 30 40 30 100 Totals: - - - - - 245 255 250 102 - Neudorfer Engineers, Inc. Page 30 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland ,Awoi NeuCoric Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A232 AREA: PSU Commander Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 12 10.2 4 inches 1.52 DOAS-A2NAV-A232 Supply Outlet Summary Tested By; Dwight Hammack Date: 7/7/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act, Primary Flow Clg Min Act. Primary Flow 195 CFM 195 CFM 206 CFM 206 CFM 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 A236 Flowhood D-1 4" 1 - 30 45 33 110 Outlet-02 A232 Flowhood D-1 6" 1 - 105 90 110 105 (1) Outlet-03 A231 Flowhood D-1 4" 1 - 30 40 30 100 Outlet-04 A230 Flowhood D-1 4" 30 40 33 110 Totals: - - - - - 195 215 206 106 - Neudorfer Engineers, Inc. Page 31 of 130 jiNeudorfer Engineers. Inc. Consulting Engincers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A235 AREA: Police Admin Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 13 10.2 4 inches 1.96 DOAS-A2NAV-A235 Supply Outlet Summary Tested By: Paul Mungia Date: 6/12/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 95 CFM 50 CFM 90 CFM 50 CFM System/Unit Area Served Type of Reading Outlet Type Size LAW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet-01 A235 Flowhood D-6 6" 0.63 - 95 170 90 95 Totals: - - - - - 95 170 90 95 - Neudorfer Engineers, Inc. Page 32 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland *wry tOuriorteit Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-A2NAV-A237 AREA: Chief of Police Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 14 10.2 4 inches 1.72 DOAS-A2NAV-A237 Supply Outlet Summary Tested By: Dwight Hammack Date: 8/4/2020 Alr Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 145 CFM 145 CFM 140 CFM 140 CFM 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 A240 Flowhood D-1 4" 1 - 35 60 35 100 Outlet-02 A238 Flowhood D-1 4" 1 - 30 30 30 100 Outlet-03 A237 Flowhood D-1 4 1 - 30 40 30 100 Outlet-04 A200 Flowhood D-3 6 1 - 50 30 45 90 (1) Totals: - - - - - 145 160 140 97 Neudorfer Engineers, Inc. Page 33 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-B1 AREA: Area B / Level-1 Unit Data Unit Manufacturer PremiSys Unit Model Number MPE-1-W1-3C-060-1 Unit Serial Number 16009384 EF Fan Rotation [ ] SF Fan Rotation [ DOAS-B1/EF Final -Filter Filter Manufacturer Airguard Filter Type Pleated Filter Quantity - Size 1 2 Filter Dimensions - Size 1 20x25x2 DOAS-B1/SF Final -Filter Filter Manufacturer Airguard Filter Type Pleated Filter Quantity - Size 1 8 Filter Dimensions - Size 1 20x20x2 DOAS-B1/SF Pre -Filter Filter Manufacturer Airguard Filter Type Pleated Filter Quantity - Size 1 2 Filter Dimensions - Size 1 20x25x2 Test Data SF Total Design Flow SF Total Actual Flow EF Total Design Flow EF Total Actual Flow DOAS-B1/Exhaust Fan Fan RPM Design Fan Speed VFD Setting Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 DOAS-B1/Suooly Fart Fan RPM Design Fan Speed VFD Setting Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 1750 CFM 1687 CFM 1630 CFM 1662 CFM Not Listed RPM 90% Speed 61 Hz 481 Volts 482 Volts 481 Volts 1.1 Amps 1.1 Amps 1 Amps Not Listed RPM 100% Speed 71 Hz 482 Volts 482 Volts 483 Volts 2.2 Amps 2.2 Amps 2.1 Amps Tested By: Dwight Hammack Date: 8/10/2020 Motor Data DOAS-B1/Exhaust Fan Drive Type Direct Drive Motor Manufacturer Baldor Motor Frame 143T Motor HP 1 HP Motor RPM 1760 RPM Motor Rated Volts 230/460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 3/1.5 Amps Motor Service Factor 1.15 Motor Efficiency 85.5 % Motor Power Factor 71 PF DOAS-B1/Suooly Fan Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Motor Efficiency Motor Power Factor Direct Drive Baldor 145T 1.5 HP 1750 RPM 230/460 Volts 3 60 Hz 4.4/2.2 Amps 1.15 86.5 % 72 PF Test Pressures SF Design TSP SF Actual TSP SF Design ESP SF Actual ESP SF Pre -Filter SP In SF Pre -Filter SP Out SF CC SP In SF CC SP Out SF Fan SP In SF Fan SP Out SF HEX SP In SF HEX SP Out EF Design TSP EF Actual TSP EF Design ESP EF Actual ESP EF Pre -Filter SP In EF Pre -Filter SP Out EF Fan SP In EF Fan SP Out EF HEX SP In EF HEX SP Out No Listed in. w.c. [ l in. w.c. 1.00 in. w.c. [ ] in. w.c. -0.06 in. wc -0.17 in. wc -0.68 in. wc -0.81 in. wc -0.81 in. wc 1.21 in. we -0.17 in. wc -0.74 in. wc No Listed in. w.c. [ ] in. w.c. 0.85 in. w.c. [ ) in. w.c. -0.3 in. wc -0.48 in. wc -1.14 in. wc 0.06 in. wc -0.48 in. wc -1.14 in. wc Neudorfer Engineers, Inc. Page 34 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Pettiand wwet N•cuaor:erEngin com Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-B1 AREA: Area B / Level-1 Log: Tested By: Dwight Hammack Date: 8/10/2020 DOAS-B1 DOAS-B1 DOAS-B1 DOAS-B1 8/10/2020 Dwight Hammack DSP 1.2 8/10/2020 Dwight Hammack (2) The volume damper is full closed. 8/10/2020 Dwight Hammack (1) The volume damper is full open. 8/5/2020 Dwight Hammack Max supply flow was derived from the VAV total at design flow for each VAV. There is no location to take a duct traverse. DOAS-B1 Exhaust 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 B100 Velgrid G-3 18"x6" 0.6 - 290 239 265 91 Inlet-02 B107 Velgrid G-3 14"x6" 0.47 - 240 216 220 92 (1) Inlet-03 B110 Flowhood G-1 12x12" 1 - 65 80 65 100 Inlet-04 B109 Velgrid G-3 6"x6" 0.2 - 30 94 65 217 (2) Inlet-05 8108 Velgrid G-3 6"x6" 0.2 - 30 11 73 243 (2) Inlet-06 8112 Flowhood G-1 12"x12" 1 - 30 128 37 123 (2) Inlet-07 8117 Flowhood G-1 12"x12" 1 - 30 54 29 97 (2) Inlet-08 B102 Flowhood D-11 8" 0.87 - 200 58 189 95 Inlet-09 B103 Flowhood D-11 8" 0.87 - 190 56 184 97 Inlet-10 B104 Velgrid G-3 6"x6" 0.2 - 50 90 62 124 (2) Inlet-11 8106 Flowhood G-1 12"x12" 1 - 65 126 68 105 Inlet-12 B115 Velgrid G-3 6"x6" 0.2 - 55 90 62 113 (2) Inlet-13 8114 Flowhood G-1 12"x12" 1 - 30 88 30 100 (2) Inlet-14 8118 Velgrid G-3 18"x6" 0.6 ' - 325 290 313 96 Totals: - - - - - 1630 1620 1662 102 - Neudorfer Engineers, Inc. Page 35 of 130 Neudorfer Engineers. Inc. Con,.,u1nriq Enginiors Sedttlo Portland *woo N rcorn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-B1NAV-B100 AREA: Lobby Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 30 10.2 5 inches 1.76 DOAS-B1NAV-B100 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/1/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 290 CFM 65 CFM 285 CFM 85 CFM 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 B100 Airfoil R-1 12"x8" 0.55 - 290 305 285 98 Totals: - - - - - 290 305 285 98 - Neudorfer Engineers, Inc. Page 36 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland wweb NeuCortertr .com Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-B1NAV-B102 AREA: Conference B Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 29 10.2 5 inches 2.12 DOAS-BINAV-B102 Supply Outlet Summary Tested By: Andrea Buckman Date: 8/4/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 200 CFM 50 CFM 195 CFM 55 CFM 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 B102 Flowhood D-6 8" 1 - 200 195 Totals: - - - - - 200 195 0 0 - Neudorfer Engineers, Inc. Page 37 of 130 Neudorfer Engineers. Inc. Consult rig Engine ers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-B1NAV-B103 AREA: Conference A Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 28 10.2 5 inches 118 DOAS-BINAV-B103 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/2/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 190 CFM 40 CFM 202 CFM 74 CFM 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 B103 Flowhood D-9 8" 1 - 190 209 202 106 Totals: - - - - - 190 209 202 106 - Neudorfer Engineers, Inc. Page 38 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Poitland *req.. NouC,:lIc Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-BINAV-B106 AREA: Sm Conf / EOC Manager Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 26 10.2 5 inches 2.36 DOAS-B1NAV-E3106 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/10/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 200 CFM 200 CFM 210 CFM 210 CFM 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 6115 Velgrid R-1 8"x6" 0.27 - 55 80 55 100 Outlet-02 6114 Flowhood D-1 4" 1 - 30 25 33 110 Outlet-03 B106 Flowhood D-1 6" 1 - 65 50 69 106 (1) Outlet-04 6105 Velgrid R-1 6'X6" 0.2 - 50 68 53 106 Totals: - - - - - 200 223 210 105 - Neudorfer Engineers, Inc. Page 39 of 130 Neudorfer Engineers. Inc. Es Consulting Engineers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-B1NAV-B107 AREA: EOC Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 27 10.2 5 inches 2.08 DOAS-BINAV-B107 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/1/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 240 CFM 85 CFM 240 CFM 95 CFM 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 B107 Flowhood D-6 8" 1 - 120 135 125 104 () Outlet-02 B107 Flowhood D-6 8" 1 - 120 130 115 96 Totals: - - - - - 240 265 240 100 - Neudorfer Engineers, Inc. Page 40 of 130 Neudorfer Engineers. nc. Consulting Engineers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-B1NAV-B110 AREA: Comm/Conf/Stor/Circ Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 23 10.2 5 inches 2.65 DOAS-B1NAV-B110 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/2/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 245 CFM 245 CFM 238 CFM 238 CFM 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 B108 Velgrid R-1 6"x6" 0.2 - 30 28 30 100 Outlet-02 B110 Flowhood D-1 6" 1 - 65 37 63 97 (1) Outlet-03 B101 Velgrid R-1 6"x6" 0.2 - 60 83 57 95 Outlet-04 6111 Velgrid R-1 6"x6" 0.2 - 60 30 58 97 Outlet-05 B109 Velgrid R-4 6"x6" 0.2 .. 30 89 30 100 Totals: - - - - - 245 267 238 97 - Neudorfer Engineers, Inc. Page 41 of 130 Neudorfer Engineers. Inc. Conm.iltinq EnyinLers Seattle Portland WA Ncud,,rtc rt. r Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-B1NAV-B117 AREA: Wellness Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Trane DESV 24 10.2 4 inches 1.92 DOAS-B1NAV-13117 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/1/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 60 CFM 60 CFM 63 CFM 63 CFM 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 B112 Flowhood D-1 4" 1 - 30 33 33 110 Outlet-02 6117 Flowhood D-1 4" 1 - 30 30 30 100 (2) Totals: - - - - - 60 63 63 105 Neudorfer Engineers, Inc. Page 42 of 130 Neudorfer Engineers. Inc. Consultinq Engint ers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-B1/VAV-B118 AREA: Break Area Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 25 10.2 6 inches 2.46 DOAS-BWAV-B118 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/1/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 325 CFM 55 CFM 330 CFM 60 CFM 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 B116 Flowhood D-1 6" 1 - • 115 70 110 96 (1) Outlet-02 B116 Flowhood R-1 18"x8" 1 - 210 300 220 105 Totals: - - - - - 325 370 330 102 - Neudorfer Engineers, Inc. Page 43 of 130 Neudorfer Engineers. Inc. Con ,ulting Engineers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 w wet Nuc.rtrErgn corn DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1 AREA: Area C / Level-1 Unit Data Unit Manufacturer PremiSys Unit Model Number MPE-1-W3-3C-060-1 Unit Serial Number 16009385 EF Fan Rotation SF Fan Rotation DOAS-Cl/EF Final -Filter Filter Manufacturer Airguard Filter Type Pleated Filter Quantity - Size 1 2 Filter Dimensions - Size 1 20x25x2 DOAS-Cl/SF Final -Filter Filter Manufacturer Airguard Filter Type Pleated Filter Quantity - Size 1 8 Filter Dimensions - Size 1 20x20x2 DOAS-C1/SF Pre-Filtet Filter Manufacturer Airguard Filter Type Pleated Filter Quantity - Size 1 2 Filter Dimensions - Size 1 20x25x2 Test Data SF Total Design Flow SF Total Actual Flow EF Total Design Row EF Total Actual Flow poAs-ci /Exhaust Fan Fan RPM Design Fan Speed VFD Setting Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps Ti Motor Amps T2 Motor Amps T3 DOAS-C1/Sunply Fan Fan RPM Design Fan Speed VFD Setting Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps Ti Motor Amps T2 Motor Amps T3 2400 CFM [ ICFM 1660 CFM 1618 CFM Not Listed RPM 99% Speed 62 Hz 483 Volts 482 Volts 482 Volts 1.1 Amps 1.2 Amps 1.1 Amps Not Listed RPM 100% Speed 87 Hz 483 Volts 483 Volts 482 Volts 3.3 Amps 3.1 Amps 3.3 Amps Tested By: Dwight Hammack Date: 8/10/2020 Motor Data DOAS-C1/Exhaust Faq Drive Type Direct Drive Motor Manufacturer Baldor Motor Frame 143T Motor HP 1 HP Motor RPM 1760 RPM Motor Rated Volts 230/460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 3/1.5 Amps Motor Service Factor 1.15 Motor Efficiency 85.5 % Motor Power Factor 71 PF DOAS-C1/Suoolv Fan Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Motor Efficiency Motor Power Factor Direct Drive Baldor 145T 2 HP 1750 RPM 230/460 Volts 3 60 Hz 5.8/2.9 Amps 1.15 86.5 % 76 PF Test Pressures SF Design TSP SF Actual TSP SF Design ESP SF Actual ESP SF Pre -Filter SP In SF Pre -Filter SP Out SF CC SP In SF CC SP Out SF Fan SP In SF Fan SP Out SF HEX SP In SF HEX SP Out EF Design TSP EF Actual TSP EF Design ESP EF Actual ESP EF Pre -Filter SP In EF Pre -Filter SP Out EF Fan SP In EF Fan SP Out EF HEX SP In EF HEX SP Out No Listed in. w.c. ] in. w.c. 1.00 in. w.c. ] in. w.c. -0.18 in. wc -0.24 in. wc -0.89 in. wc -1.4 in. wc -1.4 in. wc 1.61 in. wc -0.24 in. wc -0.79 in. wc No Listed in. w.c. ] in. w.c. 0.85 in. w.c. ] in. w.c. -0.2 in. wc -0.4 in. wc -1.15 in, wc 0.02 in. wc -0.4 in. wc -1.15 in. wc Neudorfer Engineers, Inc. Page 44 of 130 Neudorfer Engineers. Inc. CO wiling EnynLers Seattle Portland 'A WO. N crr Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1 AREA: Area C / Level-1 Log: Tested By: Dwight Hammack Date: 8/10/2020 DOAS-C1 DOAS-C1 DOAS-C1 DOAS-C1 8/10/2020 Dwight Hammack DSP 1.6 8/10/2020 Dwight Hammack (2) The volume damper is full closed. 8/10/2020 Dwight Hammack (1) The volume damper is full open. 8/10/2020 Dwight Hammack Max supply flow was derived from the VAV total at design flow for each VAV. There is no location to take a duct traverse. DOAS-C1 Exhaust Inlet Summary System/Unit - Area Served Type of Reading Outlet Type Size LxW ID AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet-01 C113 Flowhood G-1 12"x12" 1 30 20 29 97 Inlet-02 C114 Flowhood G-1 12x12" 1 - 30 30 26 87 Inlet-03 C115 Flowhood G-1 12"x12" 1 - 30 23 31 103 (2) Inlet-04 C116 Velgrid G-3 6"x6" 0.2 - 55 81 51 93 Inlet-05 C128 Velgrid G-3 14"x6" 0.47 - 350 174 273 78 (1) Inlet-06 C118 Flowhood G-1 12x12 1 - 30 36 28 93 Inlet-07 C135 Flowhood G-3 24"x8 1 - 210 400 415 198 (2) Inlet-08 C134 Flowhood G-3 24"x8" 1 - 440 337 343 78 Inlet-09 C133 Flowhood G-1 12"x12" 1 - 40 20 32 80 (1) Inlet-10 C104 Velgrid G-3 12"x8" 0.53 - 280 218 240 86 Inlet-11 C106 Flowhood G-1 12"x12" 1 - 30 28 28 93 Inlet-12 C107 Flowhood G-1 12"x12" 1 - 30 34 31 103 (2) Inlet-13 C108 Flowhood G-1 12x12" 1 - 30 80 29 97 Inlet-14 C121 Flowhood G-1 24"x12" 1 - 40 18 33 83 (1) Inlet-15 C117 Flowhood G-1 24x12" 35 70 29 83 Totals: - - - - - 1660 1569 1618 97 - Neudorfer Engineers, Inc, Page 45 of 130 Neudorfer Engineers. Inc. C n [nqtI't'cri Sn it114 Fu'rand rir A A, h.,. u,.! Orr Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1NAV-CI00A AREA: Public Waiting Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 35 10.2 6 inches 3.11 DOAS-C1NAV-C100A Supply Outlet Summary Tested By: Kevin Buckman Date: 7/9/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 285 CFM 110 CFM 295 CFM 157 CFM SystemlUnit Area Served Type of Reading Outlet Type Size LAW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet-01 C133 Flowhood D-1 4" 1 - 40 63 42 105 Outlet-02 C104 Velgrid R-1 12"x6" 0.4 - 245 237 253 103 Totals: - - - - - 285 300 295 104 - Neudorfer Engineers, Inc. Page 46 of 130 Neudorfer Engineers. Inc. Con,u11 Enointerl, Soattl• Purtiand wwwNr:ur.:•-.0,2 rt ^ gin [Orr Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1NAV-CI00B AREA: Courts Lobby Unit Data Manufacturer Model Number Cooling Inlet Size Cooling K Factor Titus DESV 4 inches 1.84 DOAS-C1/VAV-C100B Supply Outlet Summary Tested By: Andrea Buckman Date: 7/9/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 165 CFM 75 CFM 170 CFM 82 CFM 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 C101 Flowhood D-1 4' 1 - 30 25 32 107 (1) Outlet-02 C100 Velgrid R-1 12"x8" 0.53 - 135 145 138 102 Totals: - - - - - 165 170 170 103 - Neudorfer Engineers, Inc. Page 47 of 130 Neudorfer Engineers. Inc. Enginters Seattle Portland vk 1'4 t -gm_ c:rn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1NAV-C112 AREA: Open Courts Office Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 33 10.2 5 inches 1.78 DOAS-C1NAV-C112 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/9/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act, Primary Flow 230 CFM 100 CFM 237 CFM 98 CFM 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 C112 Flowhood D-6 6" 0.74 - 50 47 55 110 Outlet-02 C112 Flowhood D-6 6" 0.74 - 65 56 70 108 (1) Outlet-03 C112 Flowhood D-6 6" 0.74 - 65 62 62 95 Outlet-04 C111 Flowhood D-1 6 1 - 50 73 50 100 Totals; - - - - - 230 238 237 103 - Neudorfer Engineers, Inc. Page 48 of 130 Neudorfer Engineers. Inc. Consulting Engmeers Seattle Portland att ww-* Ntuc rrt r gin corn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1NAV-C115 AREA: Probation Manager Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 32 10.2 4 inches 1.31 DOAS-C1NAV-C115 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/9/2020 Air Test Data Clg Max Des, Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 90 CFM 90 CFM 92 CFM 92 CFM System/Unit Area Served - Type of Reading Outlet Type Size LW/ / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet-01 C115 Flowhood D-1 4" 1 - 30 27 31 103 (1) Outlet-02 C114 Flowhood D-1 4" 1 - 30 38 30 100 Outlet-03 C113 Flowhood D-1 4" 1 - 30 47 31 103 Totals: - - - - - 90 112 92 102 - Neudorfer Engineers, Inc. Page 49 of 130 Neudorfer Engineers. Inc. cu„,0,,,Eng.t..ers st,q,lot purvard Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1NAV-C116 AREA: Probation Lobby Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 37 10.2 4 inches 1,03 DOAS-CINAV-C116 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/10/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 105 CFM 55 CFM 104 CFM 54 CFM 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 C116 Flowhood D-6 6" 0.87 - 105 169 104 99 (1) Totals: - - - - - 105 169 104 99 - Neudorfer Engineers, Inc. Page 50 of 130 Neudorfer Engineers. Inc. Consulting inglne..ors Se,tttic Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1NAV-C118 AREA: Interview/Jury Unit Data Manufacturer Model Number VAV Address Application # Cooling inlet Size Cooling K Factor Titus DESV 36 10.2 4 inches 1.52 DOAS-C1NAV-C118 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/9/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 170 CFM 170 CFM 177 CFM 177 CFM 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 C118 Flowhood D-7 1 - 80 78 86 108 () Outlet-02 C106 Flowhood D-1 1 - 30 30 29 97 Outlet-03 C107 Flowhood D-1 1 - 30 33 32 107 Outlet-04 C108 Flowhood D-1 1 - 30 59 30 100 Totals: - - - - - 170 200 177 104 - Neudorfer Engineers, Inc. Page 51 of 130 Neudorfer Engineers. Inc. Enutnters Sea*. Pvt'ank.1 Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1NAV-C121 AREA: Director Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 38 10.2 5 inches 2.23 DOAS-CINAV-C121 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/9/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 340 CFM 340 CFM 344 CFM 344 CFM 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 C121 Flowhood D-1 4" 1 - 30 50 30 100 Outlet-02 C122 Flowhood D-1 4" 1 - 40 53 38 95 Outlet-03 C123 Flowhood D-1 4" 1 - 30 48 29 97 (2) Outlet-04 C124 Flowhood D-1 4" 1 - 30 65 29 97 Outlet-05 C120 Velgrid R-1 10"x6" 0,33 - 175 100 182 104 (1) Outlet-06 C117 Flowhood D-1 4" 1 - 35 52 36 103 (2) Totals: - - - - - 340 388 344 101 Neudorfer Engineers, Inc. Page 52 of 130 Neudorfer Engineers. Inc. Corwiltinq Enyint.ort. Soattlo Portland ww* Niz7uC,--)rtr1: rin Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-CINAV-C134 AREA: Assembly Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 39 10.2 6 inches 3.18 DOAS-C1NAV-C134 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/9/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 440 CFM 45 CFM 447 CFM 94 CFM 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 C134 Flowhood D-4 12 0.87 - 440 329 447 102 (1) Totals: - - - - - 440 329 447 102 - Neudorfer Engineers, Inc, Page 53 of 130 Neudorfer Engineers. Inc. con.on ni4 Enrrneer,.. Soduly YhY.O. Nf.tU(,"4!€,rt-, r Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-C1NAV-C135 AREA: Courts Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 40 10.2 5 inches 2.15 DOAS-CINAV-C135 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/9/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act, Primary Flow Clg Min Act. Primary Flow 210 CFM 75 CFM 214 CFM 73 CFM 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 C135 Flowhood D-4 8" 0.87 - 210 312 214 102 (1) Totals: - - - - - 210 312 214 102 - Neudorfer Engineers, Inc. Page 54 of 130 Neudorfer Engineers. Inc. Con.ulting Encpncers Swine Portland MI Weo hu0.-ecrt"gtri orn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: DOAS-CINAV-C136 Unit Data Manufacturer Model Number Cooling Inlet Size Cooling K Factor Titus DESV 6 inches 1.86 DOAS-CINAV-C136 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/10/2020 Air Test Data Clg Max Des. Primary Flow Clg Min Des. Primary Flow Clg Max Act. Primary Flow Clg Min Act. Primary Flow 365 CFM 365 CFM 362 CFM 362 CFM 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 C138 Flowhood R-3 6"x6" 1 - 50 60 48 96 Outlet-02 C137 Flowhood R-3 6"x6" 1 - 45 46 43 96 Outlet-03 C136 Flowhood D-1 8" 1 - 150 212 154 103 Outlet-04 C141 Flowhood D-1 4" 1 - 30 44 28 93 (1) Outlet-05 C142 Flowhood D-1 4" 1 - 30 50 29 97 Outlet-06 C144 Flowhood D-1 4" 1 - 30 25 32 107 Outlet-07 C143 Flowhood D-1 4" 1 - 30 47 28 93 Totals: - - - - - 365 484 362 99 - Neudorfer Engineers, Inc. Page 55 of 130 Neudorfer Engineers. Inc. Consult ny Enypncers Seattle Port±and Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: HRV-A1-1 AREA: K9, Amory, Gun/Rifle Cleaning Unit Data Unit Manufacturer Unit Model Number Unit Serial Number EF Fan Rotation SF Fan Rotation J-IRV-A1-1/EF Filter Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 HRV-A1-11SF Filter Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 LIFEBREATH Not listed Not listed Clockwise Clockwise Not listed Media 3 8x13 Not listed Media 3 8x13 Test Data SF Total Design Flow SF Total Actual Flow EF Total Design Flow EF Total Actual Flow HRV-AI-1/Exhaust Fan Fan RPM Design Motor Volts T1-T2 Motor Amps T1 JIRV-A1-1/Suooly Fan Fan RPM Design Motor Volts T1-T2 Motor Amps T1 1035 CFM 1000 CFM 1035 CFM 1110 CFM Not Listed RPM 122 Volts 5.7 Amps Not Listed RPM 122 Volts 5.9 Amps Tested By: Andrea Buckman Date: 6/29/2020 Motor Data HRV-A1-1/Exhaust Fan Drive Type Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps HRV-A1-1/Suonly Fan Drive Type Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Direct Drive Genteq 1/2, 1/3, 1/4 HP 1625 RPM 115 Volts 1 60 Hz 9.4-6.0-4.5 Amps Direct Drive Genteq 1/2, 1/3, 1/4 HP 1625 RPM 115 Volts 1 60 Hz 9.4-6.0-4.5 Amps Test Pressures SF Design TSP SF Actual TSP SF Design ESP SF Actual ESP SF Pre -Filter SP In SF Pre -Filter SP Out SF Fan SP In SF Fan SP Out SF HEX SP In SF HEX SP Out EF Design TSP EF Actual TSP EF Design ESP EF Actual ESP EF Pre -Filter SP In EF Pre -Filter SP Out EF Fan SP In EF Fan SP Out EF HEX SP In EF HEX SP Out No Listed in. w.c. 1.34 in. w.c. 0.70 in. w.c. 0.49 in. w.c. -0.35 in. wc -0.61 in. wc -1.2 in. we 0.14 in. wc -0.61 in. wc -1.2 in. we No Listed in. w.c. 1.22 in. w.c. 0.70 in. w.c. 0.46 in. w.c. -0.34 in. wc -0.58 in. wc -1.1 in. we 0.12 in. wc -0.58 in. wc -1.1 in. we Neudorfer Engineers, Inc. Page 56 of 130 Neudorfer Engineers. Inc. Consul! riq Engine ors Soattli. Fernand *V** Nuftrgin.0 Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: HRV-A1-1/Total supply Unit Data Type of Traverse Rectangular Outer Height 10 in. Outer Width 12 in. Insulation Width 0 in. Air Flow Area 0.83 sq. ft. Number Of Rows 4 Readings Per Row 4 Total Readings 16 Row 1 Row 2 Row 3 Row 4 0 0 Tested By: Dwight Hammack Date: 8/7/2020 Final Data Sum of Readings 19244 Average Reading 1203 FPM Reading Std. Dev. 63.630 FPM Actual Total Flow 998 CFM Traverse Data Points 1074 1178 1151 1133 1224 1252 1191 1083 1217 1250 1264 1235 1250 1270 12 Neudorfer Engineers, Inc. Page 57 of 130 Neudorfer Engineers. Inc. CJr1,,ut, rig Engineers Seattle Purtiand *AV uc! r girt, Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 HRV-A1-1 Supply Outlet Summary DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: 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 A144 Flowhood D-2 8" 1 - 215 165 220 102 (1) Outlet-02 A145 Flowhood D-2 8" 1 - 260 250 270 104 Outlet-03 A153 Velgrid R-2 30"x8" 1.25 - 560 585 525 94 Totals: .. - - - - - 1035 1000 1015 98 - HRV-A1-1 Exhaust 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 A145 Flowhood G-2 12"x12" 1 260 245 270 104 Inlet-02 A144 Flowhood G-2 12"x12" 1 - 215 165 235 109 (1) Inlet-03 A153 Velgrid G-3 30"x8" 1.25 - 560 755 605 108 Totals: - - - - - 1035 1 6 1110 107 - Neudorfer Engineers, Inc. Page 58 of 130 Neudorfer Engineers. Inc. Consuli+nq Engin ors Seattle Rolland uU orfc r Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: HRV-A1-2 AREA: Large Evidence West Unit Data Unit Manufacturer Unit Model Number Unit Serial Number EF Fan Rotation SF Fan Rotation HRV-A1-2/EF Filter Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 HRV-A1-2/SF Filter Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 LIFEBREATH Not listed Not listed Clockwise Counterclockwise Aeropleat Pleated 2 16x25x2 Aeropleat Pleated 2 16x25x2 Test Data SF Total Design Flow SF Total Actual Flow EF Total Design Flow EF Total Actual Flow HRV-A1-2/Exhaust Fan Fan RPM Design Fan RPM Actual Fan Speed Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 HRV-A1-2/SuooIv Fan Fan RPM Design Fan RPM Actual Fan Speed Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 1760 CFM 1885 CFM 1760 CFM 1885 CFM Not Listed RPM 797 RPM 1729 Speed 486 Volts 487 Volts 483 Volts 1.49 Amps 1.51 Amps 1.5 Amps Not Listed RPM 797 RPM 1729 Speed 486 Volts 487 Volts 483 Volts 1.5 Amps 1.6 Amps 1.45 Amps Tested By: Andrea Buckman Date: 6/30/2020 Motor Data }IRV-AI-2/Exhaust Fart Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor HRV-A1-2/Suonly Fart Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Belt Drive Brook Crompton Not Listed 1.5 HP 1740 RPM 230/460 Volts 3 60 Hz 4.36/2.18 Amps 1.25 Belt Drive Brook Crompton Not Listed 1.5 HP 1740 RPM 230/460 Volts 3 60 Hz 4.36/2.18 Amps 1.25 Sheave Data HRV-A1-2/Exhaust Fan Motor Sheave MFG Motor Sheave Model Motor Sheave Bore Motor Sheave Type Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract MRV-A1-2/Supply Fan Motor Sheave MFG Not Listed Motor Sheave Model VP50 Motor Sheave Bore 5/8 in. Motor Sheave Type Adjustable Adj Mtr Sheave Pos Minimum Fan Sheave MFG Not Listed Fan Sheave Model AK74H Fan Sheave Bore 1 in. Number of Belts 1 Belt Size A47 Sheave Center Line 15 1/2 in. Motor to Extend 1/2 in. Motor to Retract 1/2 in. Not Listed VP50 5/8 in. Fixed Not Listed AK74H 1 in. 1 A47 16 in. 1/2 in. 1/2 in. Neudorfer Engineers, Inc. Page 59 of 130 Neudorfer Engineers. Inc. Con ,u Ping Engineers Settle PurVand 'A V, Ai Nriuc•-•,,rtert. r gin COrn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: HRV-A1-2 AREA: Large Evidence West HRV-A1-2 Supply Outlet Summary Tested By: Andrea Buckman Date: 6/30/2020 Test Pressures SF Design TSP SF Design ESP SF Actual ESP SF Pre -Filter SP In SF Pre -Filter SP Out SF Fan SP In SF Fan SP Out SF HEX SP In SF HEX SP Out EF Design TSP EF Design ESP EF Actual ESP EF Pre -Filter SP In EF Pre -Filter SP Out EF Fan SP In EF Fan SP Out EF HEX SP In EF HEX SP Out No Listed in. w.c. 1.25 in. w.c. 0.39 in. w.c. -0.25 in. wc -0.43 in. we -0.67 in. wc 0.14 in. we -0.46 in. we -0.67 in. wc No Listed in. w.c. 1.25 in. w.c. 0.39 in. w.c. -0.25 in. wc -0.57 in. wc -0.6 in. wc 0.14 in. wc -0.57 in. wc -0.6 in. wc 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 A137 Flowhood D-3 12" 1 - 410 505 435 106 Outlet-02 A137 Flowhood D-3 12" 1 - 410 415 445 109 (1) Outlet-03 A137 Flowhood D-3 12" 1 - 410 400 440 107 (1) Outlet-04 A137 Flowhood D-3 12 1 - 410 500 435 106 Outlet-05 A136 Velgrid R-1 8"x8" 0.27 - 120 240 130 108 Totals: - - - - - 1760 2060 1885 107 - HRV-A1-2 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 A137 Velgrid G-5 26"x18" 2.6 1640 1480 1765 108 (1) Inlet-02 A136 Velgrid G-3 8"x6" 0.27 - 120 155 120 100 Totals: - - - - - 1760 1635 1885 107 - Neudorfer Engineers, Inc. Page 60 of 130 Neudorfer Engineers. Inc. Cansult�n Enr,/me;ers Snaffle Portland v Iry WtsuC•:'alcrt+ m Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: HRV-A1-3 AREA: Evidence East Drugs Unit Data Unit Manufacturer Unit Model Number Unit Serial Number EF Fan Rotation SF Fan Rotation }IRV-A1-3/EF Filter Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 HRV-A1-3/SF Filter Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 LIFEBREATH 2000IFD-460 AAAB11291938048 Clockwise Counterclockwise Aeropleat Pleated 2 25x16x2 Test Data SF Total Design Flow SF Total Actual Flow EF Total Design Flow HRV-A1-3/Exhaust Fan Fan RPM Design Fan RPM Actual Fan Speed Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 HRV-A1-3/Supply Fan Fan RPM Design Fan RPM Actual Fan Speed Motor RPM Actual Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 1760 CFM 1780 CFM 1760 CFM Not Listed RPM 797 RPM 1729 Speed 486 Volts 487 Volts 484 Volts 1.49 Amps 1.51 Amps 1.5 Amps Not Listed RPM 818 RPM 1729 Speed 1729 RPM 486 Volts 487 Volts 484 Volts 1.5 Amps 1.51 Amps 1.5 Amps Tested By: Dwight Hammack Date: 6/29/2020 Motor Data JIRV-A1-3/Exhaust Fan Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor HRV-A1-3/Supply Fan Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Belt Drive Brook Compton Not listed 1.5 HP 1740 RPM 230/460 Volts 3 60 Hz 4.36/2.18 Amps 1.25 Direct Drive Brook Compton Not listed 1.5 HP 1740 RPM 230/460 Volts 3 60 Hz 4.36/2.18 Amps 1.25 Sheave Data HRV-A1-3/Exhaust Fan, Motor Sheave MFG Motor Sheave Model Motor Sheave Bore Motor Sheave Type Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract HRV-A1-3/Supply Fan Motor Sheave MFG Motor Sheave Model Motor Sheave Bore Motor Sheave Type Adj Mtr Sheave Pos Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract Not Listed VP50 5/8 in. Fixed Not Listed AK74H 1 in. 1 A47 16 in. 0 in. 1 in. Not Listed VP50 5/8 in. Adjustable Minimum Not Listed AK74H 1 in. 1 A47 15 1/2 in. 1 in. 0 in. Neudorfer Engineers, Inc. Page 61 of 130 Neudorfer Engineers. Inc. Consult Eng nters Snattle Portiarki Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: HRV-A1-3 AREA: Evidence East Drugs Tested By: Dwight Hammack Date: 6/29/2020 Test Pressures SF Design TSP SF Design ESP SF Fan SP In SF Fan SP Out SF HEX SP In SF HEX SP Out EF Design TSP EF Design ESP EF Fan SP In EF Fan SP Out EF HEX SP In EF HEX SP Out No Listed in. w.c. 1.25 in. w.c. -0.66 in. wc 0.09 in. wc -0.46 in. wc -0.62 in. wc No Listed in. w.c. 1.25 in. w.c. -0.11 in. wc -0.32 in. wc -0.18 in. we -0.31 in. wc Neudorfer Engineers, Inc. Page 62 of 130 Neudorfer Engineers. Inc. Consulting Empncers Soattiv Porind Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: HRV-A1-3/Exhaust Unit Data Type of Traverse Rectangular Outer Height 14 in. Outer Width 18 in. Insulation Width 0 in. Air Flow Area 1.75 sq. ft, Number Of Rows 4 Readings Per Row 4 Total Readings 16 Row 1 Row 2 Row 3 Row 4 0 Tested By: Dwight Hammack Date: 6/16/2020 Final Data Sum of Readings 15054 Average Reading 941 FPM Reading Std. Dev. 69.685 FPM Design Total Flow 1760 CFM Actual Total Flow 1647 CFM Static Pressure -0.08 in. Traverse Data Points 4%. 0 18 IPI 0 c.) Neudorfer Engineers, Inc. Page 63 of 130 Neudorter Engineers. Inc. Conyio ng Engineers Seattle Porliand 0, we, udfr- gin c Orn Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: HRV-AI-3/0SA Unit Data Type of Traverse Rectangular Outer Height 14 in. Outer Width 18 in. Insulation Width 0 in. Air Flow Area 1.75 sq. ft. Number Of Rows 4 Readings Per Row 4 Total Readings 16 Row Row 2 Row 3 Row 4 Tested By: Dwight Hammack Date: 6/29/2020 Final Data Sum of Readings 14612 Average Reading 913 FPM Reading Std. Dev. 71.904 FPM Design Total Flow 1760 CFM Actual Total Flow 1598 CFM Static Pressure 0.09 in. Traverse Data Points 18 A mit Neudorfer Engineers, Inc. Page 64 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Energy Recovery Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 HRV-A1-3 Supply Outlet Summary DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: 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 A137 Flowhood D-3 12" 1 - 440 795 460 105 Outlet-02 A137 Flowhood D-3 12" 1 - 440 655 430 98 (1) Outlet-03 A137 Flowhood D-3 12" 1 - 440 660 430 98 Outlet-04 A137 Flowhood D-3 12" 1 - 440 720 460 105 Totals: - - - - - 1760 2830 1780 101 - HRV-A1-3 Exhaust 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 A137 Velgrid G-5 26"x18" 2.76 1670 1540 1760 105 Inlet-02 A143 Flowhood G-3 6"x6" 1 i 90 105 86 96 Totals: - - - - 1760 1645 1846 105 - Neudorfer Engineers, Inc. Page 65 of 130 Neudorfer Engineers. Inc. Curl fiq Inynt ors Seattle Potiland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A100 AREA: Records Lobby Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP048MA143A 95R0008130P80M Correct Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 1350 CFM 1278 CFM 1350 CFM 1347 CFM 208 Volts 2.10 Amps Log: Tested By: Dwight Hammack Date: 6/9/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Inaccessible Not Listed 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP -0.31 " W.C. 0.13 " W.C. N/S " W.C. 0.60 " W.C. 0.44 " W.C. Filter Data Filter Type Filter Qty - S1 Filter Size - S1 Filter Qty - S2 Filter Size - S2 Pleated 2 14x20x2 1 14x14x2 VRF-A100 6/9/2020 Dwight Hammack (1) The volume damper is full open. VRF-A100 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 A100 Velgrid D-5 24"x6" 0.78 - 450 488 421 94 Outlet-02 A100 Velgrid D-5 24"x6" 0.78 - 450 381 407 90 (1) Outlet-03 A100 Velgrid D-5 24"x6" 0.78 - 450 436 450 100 Totals: - - - - - 1350 1305 1278 95 - VRF-A100 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 A100 Velgrid G-4 36x12 2.27 - 1350 1347 1347 100 Totals: - - - - - 1350 1347 1347 100 - Neudorfer Engineers, Inc. Page 66 of 130 Neudorfer Engineers. Inc. C©nsult,nq Engineers Seattle Portland *wee Neu dc,rrcrt Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A115 AREA: Senior Manager Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYPOO6MA143A 99R0017530P80C Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 300 CFM 285 CFM 300 CFM 250 CFM 209 Volts 0.70 Amps Log: Tested By: Dwight Hammack Date: 6/9/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Inaccessible Not Legible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP -0.03 " W.C. -0.14"W.C. N/S " W.C. 0.60 " W.C. 0.17 " W.C. Filter Data Filter Type Filter Qty - S1 Filter Size - S1 Pleated 1 14x25x2 VRF-A115 VRF-A115 7/7/2020 Dwight Hammack 6/9/2020 Dwight Hammack Fan is set to high speed. (1) The volume damper is full open. VRF-A115 Supply Outlet Summary System/Unit I Area Served Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet-01 A114 Flowhood D-1 6" 1 - 130 85 125 96 Outlet-02 A115 Flowhood D-1 6" 1 - 170 115 160 94 (1) Totals: - - - - - 300 200 285 95 - VRF-A115 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 A114 Flowhood G-1 12"x12" 1 - 130 60 110 85 (1) Inlet-02 A115 Flowhood G-4 12"x12" 1 - 170 280 140 82 Totals: - - - - - 300 340 250 83 - Neudorfer Engineers, Inc. Page 67 of 130 Neudorfer Engineers. Inc. Con.,u11 fig Engineers Seattle Portland wws tir.,ucl.: rn Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A117 AREA: Records Open Office Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Trane TPEFYP015MA143A 99R0017130P80F Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 495 CFM 460 CFM 495 CFM 490 CFM 208 Volts 0.56 Amps Log: Tested By: Andrea Buckman Date: 6/18/2020 Motor Data Motor Manufacturer Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Inaccessible 208 1 60 15 Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.20 " W.C. 0.28 " W.C. N/S " W.C. 0.60 " W.C. 0.48 " W.C. 0.12 "W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - Si Glasfloss MERV 13 Pleated 2 14x14x2 VRF-A117 VRF-A117 6/18/2020 Andrea Buckman 6/18/2020 Andrea Buckman Can not proportion my closer due to click -style damper s. The thermostat is set to the highest fan speed. VRF-A117 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 A109 Flowhood D-1 6" 0.64 - 50 100 55 110 (1) Outlet-02 A110 Flowhood D-2 4" 0.64 - 35 95 35 100 Outlet-03 A110 Flowhood D-2 4" 0.64 - 35 80 35 100 Outlet-04 A117 Flowhood D-6 8" 0.64 - 125 30 105 84 Outlet-05 A117 Flowhood D-6 8" 0.64 - 125 70 120 96 Outlet-06 A117 Flowhood D-6 8" 0.64 - 125 70 110 88 Totals: - - - - - 495 445 460 93 - VRF-A117 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 A117 Velgrid G-3 12"x8" 0.47 495 490 99 Totals: - - - - - 495 0 490 99 - Neudorfer Engineers, Inc. Page 68 of 130 Neudorfer Engineers. Inc. Cen.,utt ng Engineers Seattle Portland *we. uCir czrn Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/1 1 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A118 AREA: Meeting Room Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYPOO6MA143A 99R0018230P80C Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti. 300 CFM 295 CFM 300 CFM 270 CFM 208 Volts 0.60 Amps Log: Tested By: Dwight Hammack Date: 6/9/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Inaccessible Not Listed 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP -0.04 " W.C. 0.26 " W.C. N/S " W.C. 0.60 " W.C. 0.30 " W.C. Filter Data Filter Type Filter Qty - S1 Filter Size - Si Pleated 1 14x25x2 VRF-A118 6/9/2020 Dwight Hammack (1) The volume damper is full open. VRF-A118 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 A118 Flowhood D-1 6" 1 - 150 90 145 97 Outlet-02 A118 Flowhood D-1 6" 1 - 150 85 150 100 (1) Totals: - - - - - 300 175 295 98 VRF-A118 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 A118 Flowhood G-1 24"x12" 1 300 270 270 90 To I : - - - - - 300 270 270 90 -. Neudorfer Engineers, Inc. Page 69 of 130 Neudorfer Engineers. Inc. Cor;u lt riq Engineers Seattle Portland Fan Coll PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A123 AREA: Booking Area Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP012MA143A 9XR0064930P80E Direct Drive Medium Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 370 CFM 395 CFM 370 CFM 340 CFM 208 Volts 0.40 Amps Log: Tested By: Dwight Hammack Date: 6/29/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Inaccessible Not Listed 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP -0.05 " W.C. 0.26 " W.C. N/S " W.C. 0.60 " W.C. 0.31 " W.C. Filter Data Filter Type Filter Qty - Si Filter Size - Si Pleated 1 14x25x2 VRF-A123 6/29/2020 Dwight Hammack (1) The volume damper is full open. VRF-A123 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 A124 Flowhood R-3 6"x6" 1 55 95 55 100 Outlet-02 A125 Flowhood R-3 6"x6" 1 - 55 95 60 109 Outlet-03 A121 Flowhood 0-2 4" 1 - 35 40 35 100 Outlet-04 A123 Flowhood D-2 8" 1 - 225 225 245 109 (1) Totals: - - - - - 370 455 395 107 VRF-A123 Return Inlet Summary System/Unit Area Served Type of Reading Outlet Type Size LxW / D AK Design 1 Design Velocltyj Value Prelim Reading Final Reading Final % Remarks Inlet-01 A123 Flowhood RG 24x24 1 370 375 340 92 Totals: - - - - - 370 375 340 92 - Neudorfer Engineers, Inc. Page 70 of 130 Neudorfer Engineers. Inc. Consult,nq Engineers Seattle Portiand Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A128 AREA: Interview Rooms Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYPOO6MA143A 99R0017830P80C Correct Direct Drive Medium -Low Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1 -T2 Motor Amps T1 300 CFM 300 CFM 300 CFM 290 CFM 208 Volts 0.20 Amps Log: Tested By: Paul Mungia Date: 6/12/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.08 " W.C. 0.08 " W.C. N/S " W.C. 0.60 " W.C. 0.16 " W.C. 0.08 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - SI Filter Size - S1 Glassfloss Pleated 1 14x25x2 VRF-A128 6/18/2020 Dwight Hammack (1) The volume damper is full open. VRF-A128 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 A128 Flowhood D-2 8" 1 - 150 155 155 103 Outlet-02 A127 Flowhood D-2 8 1 - 150 145 145 97 () Totals: - - - - - 300 300 300 100 VRF-A128 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 A127 Flowhood G-4 12"x12" 1 150 155 145 97 Inlet-02 A128 Flowhood G-4 12x12" 1 - 150 135 145 97 (1) Totals: - - - - - 300 290 290 97 Neudorfer Engineers, Inc. Page 71 of 130 Neudorfer Engineers. Inc. Con,,ult rig Engineers Seattle Portland wwr. Nc-uciorrhcaincom Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A130 AREA: Open Office Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP015MA143A 9XR0021730P80F Correct Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 510 CFM 467 CFM 510 CFM 489 CFM 208 Volts 1.10 Amps Log: Tested By: Dwight Hammack Date: 6/9/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.06 " W.C. 0.31 " W.C. N/S " W.C. 0.60 " W.C. 0.37 " W.C. 0.06 " W.C. Filter Data Filter Type Filter Qty - Si Filter Size - S1 Filter Qty - 52 Filter Size - S2 Pleated 1 14x20x2 1 14x14x2 VRF-A130 6/9/2020 Dwight Hammack (1) The volume damper is full open. VRF-A130 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 A130 Flowhood D-6 8" 0.74 - 170 205 153 90 Outlet-02 A130 Flowhood D-6 8" 0.74 - 170 130 159 94 (1) Outlet-03 A130 Flowhood D-6 8" 0.74 - 170 165 155 91 Totals: - - - - - 510 500 467 92 - VRF-A130 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 A130 Velgrid G-3 18"x8" 2 25 - 510 489 489 96 Totals: - - - - .. 510 489 489 96 - Neudorfer Engineers, Inc. Page 72 of 130 "Iv Neudorfer Engineers. Inc. ConaunN Eownt OfS Stidttle PINItand ,14 N.721)C,74tc.rt r Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A131 AREA: Circulation Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYPOO6MA143A 99R0918130P80C Correct Direct Drive Medium Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 300 CFM 305 CFM 300 CFM 310 CFM 208 Volts 0.20 Amps Log: Tested By: Andrea Buckman Date: 6/11/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.07 " W.C. 0.06 "W.C. N/S " W.C. 0.60 " W.C. 0.13 " 0.06 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glasfloss MERV 13 Pleated 1 14x25x2 VRF-A131 6/18/2020 Dwight Hammack (1) The volume damper is full open. VRF-A131 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 A131 Velgrid D-5 24"x6" 0.64 - 150 160 160 107 Outlet-02 A131 Velgrid D-5 24"x6" 0.64 - 150 145 145 97 () Totals: - - - - - 300 305 305 102 VRF-A131 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 A131 Velgrid G-3 16"x6" 0.6 300 310 310 103 Totals: - - - - - 300 310 310 103 - Neudorfer Engineers, Inc. Page 73 of 130 Neudorfer Engineers. Inc. CW1,011,114 Enrprit,ers Seattle Puriland 'A A A SI ur.1.7rfc. r cpn Orr Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A134 AREA: Evidence Lockers Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYPOO6MA143A 99R0017730P80C Correct Direct Drive Medium -Low Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Row Motor Volts Tl-T2 Motor Amps Ti 300 CFM 305 CFM 300 CFM 290 CFM 208 Volts 0.20 Amps Log: Tested By: Andrea Buckman Date: 6/10/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.07 " W.C. 0.07 " W.C. N/S " W.C. 0.60 " W.C. 0.14 " W.C. 0.07 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Glasfloss MERV 13 Pleated 1 14x25x2 VRF-A134 6/10/2020 Andrea Buckman The thermostat is set to the highest fan speed. VRF-A134 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 A134 Flowhood D-1 8" 1 - 150 145 150 100 (1) Outlet-02 A134 Flowhood D-1 8" 1 - 150 165 155 103 Totals: - - - - - 300 310 305 102 - VRF-A134 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 A134 Flowhood G-1 24x24 1 : 300 290 290 97 Totals: - - - - 300 290 290 97 - Neudorfer Engineers, Inc. Page 74 of 130 Neudorfer Engineers. Inc. Con.uning Engineers Soatt Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaar AUTHOR: SYSTEM/UNIT: VRF-A137 AREA: Evidence Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP036MA143A 99R0022430P80L Correct Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 1190 CFM 1220 CFM 1190 CFM 1180 CFM 208 Volts 1.30 Amps Log: Tested By: Paul Mungia Date: 6/12/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.07 "WC. 0.18 " W.C. N/S " W.C. 0.60 "W.C, 0.25 " W.C. 0.07 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - Si Filter Qty - S2 Filter Size - S2 Glassfloss Pleated 2 14x20x2 1 14x14x2 VRF-A137 6/18/2020 Dwight Hammack (1) The volume damper is full open. VRF-A137 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" A143 Flowhood D-3 4" 1 - 40 35 40 100 (1) Outlet-02 A141 Flowhood D-3 10" 1 - 330 200 325 98 Outlet-03 A137 Flowhood D-3 10" 1 - 330 260 330 100 Outlet-04 A137 Flowhood D-3 10" 1 - 330 265 355 108 Outlet-05 A136 Flowhood D-3 8" 1 - 160 185 170 106 Totals: - - - - - 1190 945 1220 103 - Log: VRF-A137/Outlet-01 6/12/2020 Paul Mungia (1) The volume damper is full open. VRF-A137 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 A137 Flowhood Unit 36x8 1 - 1030 1000 1030 100 Inlet-02 A136 Flowhood G-3 10x6 1 - 160 150 150 94 (1) Totals: - - - - - 1190 1150 1180 99 Neudorfer Engineers, Inc. Page 75 of 130 Neudorfer Engineers. Inc. C,)n,t,nnq EtiyIni cr.. Seattle Poland *w* Nr2u(V,TfCrE Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A144 AREA: Amory Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP018MA143A 95R0009530P80G Direct Drive High Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps Ti 600 CFM 390 CFM 208 Volts 0.49 Amps Log: Tested By: Andrea Buckman Date: 6/29/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208-230 1 60 15 Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.29 " W.C. 0.28 " W.C. N/S " W.C. 0.60 " W.C. 0.57 " W.C. 0.03 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Filter Qty - S2 Filter Size - S2 Glassfloss Pleated 1 14x20x2 1 14x14x2 VRF-A144 8/4/2020 Dwight Hammack The unit is achieving 65% of the design. The fan is set to high speed at the unit and at the thermostat. VRF-A144 Supply Outlet Summary System/Unit Area Served Type of Reading Outlet Type Stze LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet-01 A144 Flowhood D-2 10" 1 - 275 95 155 56 (1) Outlet-02 A145 Flowhood D-2 10 1 - 275 320 175 64 Outlet-03 A146 Flowhood D-1 6 1 - 50 90 60 120 (2) Totals: - - - - - 600 505 390 65 VRF-A144 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 A144 Velgrid G-2 12x12" 0.88 - 275 175 195 71 (1) Inlet-02 A145 Flowhood G-2 12x12 1 - 275 195 185 67 Inlet-03 A146 Flowhood G-2 12'x12 1 - 50 160 40 80 (2) Totals: - - - - - 600 530 420 70 Neudorfer Engineers, Inc, Page 76 of 130 Neudorfer Engineers. Inc. Consulting Engme ors Seattle Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A147 AREA: Briefing Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP015MA143A 95R0006630P80F Correct Direct Drive Medium -High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 490 CFM 495 CFM 490 CFM 470 CFM 210 Volts 0.30 Amps Log: Tested By: Paul Mungia Date: 6/11/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.14 " W.C. 0.09 " W.C. N/S " W.C. 0.60 " W.C. 0.23 " W.C. 0.14 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Glassfloss Pleated 2 14x20x2 VRF-A147 6/18/2020 Dwight Hammack (1) The volume damper is full open. VRF-A147 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 A147 Flowhood D-1 10" 1 - 245 225 245 100 (1) Outlet-02 A147 Flowhood D-1 10" 1 - 245 230 250 102 Totals: - - - - - 490 455 495 101 - VRF-A147 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 A147 Flowhood G-1 24"x24" 1 490 470 470 96 Totals: - - - - : 490 470 470 96 - Neudorfer Engineers, Inc, Page 77 of 130 Neudorfer Engineers. Inc la Con ,ult 11.4 Enynt ors SodnIt. Plfitiand Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A153 AREA: K9 Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP024MA143A 95R0009130P80H Direct Drive High Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps Ti 880 CFM 845 CFM 208 Volts 0.80 Amps Log: Tested By: Andrea Buckman Date: 6/19/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.19 "W.C. 0.24 " W.C. N/S " W.C. 0.60 " W.C. 0.43 " W.C. 0,10 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glasfloss MERV 13 Pleated 2 14x20x2 VRF-A153 VRF-A153 6/19/2020 Andrea Buckman 6/19/2020 Andrea Buckman The thermostat is set to the highest fan speed. (1) The volume damper is full open. VRF-A153 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 A156 Velgrid R-1 8"x6" 0.28 - 95 100 95 100 Outlet-02 A155 Velgrid R-2 10"x6" 0.36 - 200 125 205 103 (1) Outlet-03 A153 Velgrid R-1 18"x8" 0.85 ' - 410 485 380 93 Outlet-04 A152 Velgrid R-2 10"x6" 0.36 - 175 195 165 94 Totals: - - - - - 880 905 845 96 - VRF-A153 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 A153 . Flowhood G-3 18"x8" 1 410 405 420 102 Inlet-02 A155 Velgrid G-3 10"x6" 0.35 - 200 175 185 93 (1) Inlet-03 A152 Velgrid G-3 10x6 0.35 _ 175 180 160 91 Totals: - - - -785 - 760 765 97 - Neudorfer Engineers, Inc. Page 78 of 130 Neudorfer Engineers. Inc Consulting Enq:noers Soattlu Portland • Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A203 Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Mitsubishi TPEFYPOO8MA143A 9XR0038230P800 Correct Direct Drive Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps T1 210 CFM 220 CFM 208 Volts 0.30 Amps Log: Tested By: Dwight Hammack Date: 6/22/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Accessing Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.01 " W.C. 0.22 " W.C. N/S " W.C. 0.60 " W.C. 0.23" W.C. 0.01 " W.C. Fitter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glassfloss Merv13 2 14"x20"x2" VRF-A203 VRF-A203 VRF-A203 8/7/2020 Dwight Hammack 6/22/2020 Dwight Hammack 6/22/2020 Dwight Hammack There is no ducted return. Just open to the plenum. (2) The volume damper is full closed. (1) The volume damper is full open. VRF-A203 Supply Outlet Summary System/Unit Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet-01 Velgrid D-5 24x6 0.5 - 70 140 85 121 (2) Outlet-02 Velgrid D-5 24x3 0.25 - 70 35 70 100 (1) Outlet-03 Velgrid D-5 24x3 0.25 - 70 35 65 93 Totals: - - - - - 210 210 220 105 - Neudorfer Engineers, Inc. Page 79 of 130 Neudorfer Engineers. Inc. Con ,ultinq Enytne_ors Sedate Puritand wv.w1V:uo.-,rfsr Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A205 AREA: Male Lockers Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP024MA143A 96R0009030P80H Correct Direct Drive Medium -High Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps Ti 880 CFM 835 CFM 208 Volts 1.10 Amps Log: Tested By: Dwight Hammack Date: 6/18/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.15 " W.C. 0.12 " W.C. N/S " W.C. 0.60 " W.C. 0.27 " W.C. -0,15 " W.C. Filter Data Filter Type Filter Qty - S1 Filter Size - S1 Fiberglass 2 14x20x2 VRF-A205 VRF-A205 8/7/2020 Dwight Hammack 6/18/2020 Dwight Hammack There is no ducted return. Just open to the plenum. (1) The volume damper is full open. VRF-A205 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 A205 Flowhood D-3 8" 1 - 220 155 205 93 Outlet-02 A205 Flowhood D-3 8" 1 - 220 125 215 98 (1) Outlet-03 A205 Airfoil D-3 8" 0.25 - 220 140 205 93 Outlet-04 A205 Airfoil D-3 8" 0.25 - 220 160 210 95 Totals: - - - - - 880 580 835 95 - Neudorfer Engineers, Inc. Page 80 of 130 Neudorfer Engineers. Inc. Consulting Engineers Saattle Portland Fan Coif PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A207 AREA: Exercise Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Unit Location Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP036MA143A 9XR0030930P80L Exercise Rm Correct Direct Drive Medium -Low Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 1215 CFM 1197 CFM 1200 CFM 1235 CFM 208 Volts 0.75 Amps Log: Tested By: Kami Valentine Date: 6/17/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Accessing Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.18 " W.C. 0.07 " W.C. N/S " W.C. 0.60 " W.C. 0.24 " W.C. 0.18 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Filter Qty - S2 Filter Size - S2 Glassfloss Merv13 2 14"x20"x2" 1 14"x14"x2" VRF-A207 VRF-A207 8/7/2020 Dwight Hammack 8/7/2020 Dwight Hammack (1) The volume damper is full open. There is no ducted retum. Just open to the plenum. VRF-A207 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 A207 Velgrid R-2 14"x10" 0.7 - 135 190 143 106 Outlet-02 A207 Velgrid R-2 14"x10" 0.7 - 135 132 135 100 Outlet-03 A207 Velgrid R-2 14x10" 0.7 - 135 70 135 100 Outlet-04 A207 Velgrid R-2 14"x10" 0.7 - 135 221 132 98 Outlet-05 A207 Velgrid R-2 14x10" 0.7 - 135 135 133 99 Outlet-06 A207 Velgrid R-2 14"x10" 0.7 - 135 70 135 100 Outlet-07 A207 Velgrid R-2 14x10" 0.7 - 135 215 132 98 Outlet-08 A207 Velgrid R-2 14"x10" 0.7 - 135 135 129 96 Outlet-09 A207 Velgrid R-2 14"x10" 0.7 - 135 65 123 91 (1) Totals: - - - - - 1215 1233 1197 99 - Neudorfer Engineers, Inc. Page 81 of 130 Neudorfer Engineers. Inc. ConsultIriq [nqJners Sciattle Portland WA, N.CUC•7.rte.rt ^gm .om Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A208 AREA: DT Room Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Unit Location Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP036MA143A 9XR0031030P80L DT room Correct Direct Drive Medium -Low Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 1200 CFM 1235 CFM 1200 CFM 1235 CFM 208 Volts 0.75 Amps Log: Tested By: Kami Valentine Date: 6/17/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Acessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design Extemal SP Actual External SP Filter DP -0.18 "W.C. 0.07 " W.C. N/S " W.C. 0.60 " W.C. 0.25 " W.C. 0.18 " W.C. VRF-A208 VRF-A208 8/7/2020 Dwight Hammack 8/7/2020 Dwight Hammack There is no ducted return. Just open to the plenum. (1) The volume damper is full open. VRF-A208 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 A205 Velgrid R-2 14"x10" 0.7 - 150 160 140 93 Outlet-02 A205 Velgrid R-2 14"x10" 0.7 - 150 80 145 97 (1) Outlet-03 A205 Velgrid R-2 14"x10" 0.7 - 150 116 150 100 Outlet-04 A205 Velgrid R-2 14"x10" 0.7 - 150 160 150 100 Outlet-05 A205 Velgrid R-2 14"x10" 0.7 - 150 284 160 107 Outlet-06 A205 Velgrid R-2 14"x10" 0.7 - 150 118 165 110 Outlet-07 A205 Velgrid R-2 14"x10" 0.7 - 150 146 165 110 Outlet-08 A205 Velgrid R-2 14"x10" 0.7 - 150 217 160 107 Totals: - - - - - 1200 1281 1235 103 - Neudorfer Engineers, Inc. Page 82 of 130 Neudorfer Engineers. Inc. Con,ultmq Eno7ncers Seattle Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A211 AREA: Quite Rooms Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP012MA143A 97R0030030P80E Correct Direct Drive Medium -Low Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 370 CFM 390 CFM 370 CFM 365 CFM 208 Volts 0.30 Amps Log: Tested By: Andrea Buckman Date: 6/17/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.11 " W.C. 0.11 " W.C. N/S " W.C. 0.60 " W.C. 0.22 " W.C. 0.10 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Columbia MERV 8 Pleated 1 8.25x26x2 VRF-A211 6/17/2020 Andrea Buckman The thermostat is set to the highest fan speed. VRF-A211 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 A201 Flowhood D-3 6" 1 - 135 140 140 104 (1) Outlet-02 A201 Flowhood D-2 6" 1 - 135 150 140 104 Outlet-03 A211 Flowhood D-1 6" 1 - 50 90 55 110 Outlet-04 A210 Flowhood D-1 6" 1 - 50 75 55 110 Totals: - - - - - 370 455 390 105 - VRF-A211 Return Inlet Summary System/Unit Aread Type of Reading Outlet Type Size LxW 1 D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet-01 A201 Velgrid G-3 14"x6" 0 41 270 50 245 91 (1) Inlet-02 A210 Flowhood G-1 24"x12" 1 - 50 0 50 100 Inlet-03 A211 Flowhood G-1 24"x12" 1 - 50 245 70 140 (2) Totals: - - - - - 370 295 365 99 Neudorfer Engineers, Inc. Page 83 of 130 I Neudorfer Engineers. Inc. con,un„,gEnqincers Seattle Portland Ncuarrterh ^ gin corn Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A213 AREA: Open Office Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Unit Location Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP030MA143A 9XR0026430P80K Exercise Rm Correct Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 880 CFM 855 CFM 880 CFM 830 CFM 208 Volts 1.20 Amps Log: Tested By: Dwight Hammack Date: 6/18/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.15 "W.C. 0.15 " W.C. N/S " W.C. 0.60 " W.C. 0.30 " W.C. -0.15 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - 51 Filter Qty - S2 Filter Size - S2 Glassfloss Mery 13 2 14x20x2 1 14"x14"x2" VRF-A213 6/18/2020 Dwight Hammack (1) The volume damper is full open. VRF-A213 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 A213 Flowhood D-6 8" 0.74 - 220 220 220 100 Outlet-02 A213 Flowhood D-6 8" 0.74 - 220 215 215 98 Outlet-03 A213 Flowhood D-6 8" 0.74 - 220 200 200 91 (1) Outlet-04 A213 Flowhood D-6 8" 0.74 - 220 220 220 100 Totals: - - - - - 880 855 855 97 - VRF-A213 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 A212 Flowhood G-3 18x10" 880 830 830 94 Totals: - - - - - 880 830 830 94 - Neudorfer Engineers, Inc. Page 84 of 130 Neudorfer Engineers. Inc Consulting EngS©altiti Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A214 AREA: Special Ops Commander Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYPOO6MA143A 99R00177330P80C Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 300 CFM 300 CFM 300 CFM 275 CFM 208 Volts 0.28 Amps Log: Tested By: Dwight Hammack Date: 6/22/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.21 " W.C. 0.20 " W.C. N/S " W.C. 0.60 " W.C. 0.41 " W.C. 0.09 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Columbia MERV 8 Pleated 1 8.25x26x2 VRF-A214 VRF-A214 6/19/2020 Andrea Buckman 6/19/2020 Andrea Buckman The thermostat is set to medium fan speed. (1) The volume damper is full open. VRF-A214 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 A216 Flowhood D-1 TBD 1 - 150 110 150 100 (1) Outlet-02 A214 Flowhood D-1 TBD 1 - 150 120 150 100 Totals: - - - - - 300 230 300 100 - VRF-A214 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 A216 Flowhood G-1 24"x12" 1 - 150 115 135 90 (1) Inlet-02 A214 Flowhood G-1 24"x12" 1 - 150 145 140 93 Totals: - - - - - 300 260 '275 92 Neudorfer Engineers, Inc. Page 85 of 130 Neudorfer Engineers. Inc. CoiuIti Engineers Soattlu Pvtrand Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A215 AREA: Team Area Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP015MA143A 9YR0027630P80F Direct Drive Medium -High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 500 CFM 525 CFM 500 CFM 490 CFM 208 Volts 0.41 Amps Log: Tested By: Andrea Buckman Date: 6/17/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.10 " W.C. 0.10 " W.C. N/S " W.C. 0.60 " W.C. 0.20 " W.C. -0.10 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - Si Glasfloss MERV 13 Pleated 2 14x14x2 VRF-A215 6/18/2020 Dwight Hammack (1) The volume damper is full open. VRF-A215 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 A215 Flowhood D-1 10" 1 - 250 220 275 110 (1) Outlet-02 A215 Flowhood D-1 10" 1 - 250 190 250 100 Totals: - - - - - 500 410 525 105 - VRF-A215 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 A215 Flowhood G-1 24x12" 1 500 410 490 98 Totals: - - - - : 500 410 490 98 - Neudorfer Engineers, Inc. Page 86 of 130 Neudorfer Engineers. Inc Con,u11 Engine,ers Seattle Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A217 AREA: Act Open Office Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Unit Location Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP030MA143A 9XR0026530P80K Exercise Rm Correct Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 880 CFM 830 CFM 880 CFM 820 CFM 209 Volts 1.30 Amps Log: Tested By: Dwight Hammack Date: 6/19/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Nor Accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.12 "W.C, 0.10 "W.C. N/S " W.C. 0.60 " W.C. 0.22 " W.C. 0,11 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - Si Filter Qty - S2 Filter Size - S2 Glassfloss Mery 13 2 14x20x2 1 14"x14"x2" VRF-A217 6/19/2020 Dwight Hammack (1) The volume damper is full open. VRF-A217 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 A217 Flowhood D-6 8" 0.74 - 220 205 205 93 ' Outlet-02 A217 Flowhood D-6 8" 0.74 - 220 200 200 91 Outlet-03 A217 Flowhood D-6 8" 0.74 - 220 215 215 98 (1) Outlet-04 A217 Flowhood D-6 8" 0.74 220 210 210 95 Totals: - - - - - 880 830 830 94 - VRF-A217 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 A217 Velgrid G-3 24x12" 2 880 820 820 93 Totals: - - _ - - - 880 820 820 93 - Neudorfer Engineers, Inc, Page 87 of 130 Neudorfer Engineers. Inc. Col% ,ult tiy Engirt/ors Suattle Puttland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A220 AREA: Sgt Mtg Room Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYPOO6MA143A 99R00177430P80C Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 300 CFM 315 CFM 300 CFM 275 CFM 208 Volts 0.26 Amps Log: Tested By: Andrea Buckman Date: 6/19/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.17 " W.C. 0.17 "W.C. N/S " W.C. 0.60 " W.C. 0.34 "W.C. 0,07 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Glasfloss MERV 13 Pleated 1 14x25x2 VRF-A220 6/19/2020 Andrea Buckman The thermostat is set to medium fan speed. VRF-A220 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 A219 Flowhood D-1 6" 1 - 100 135 100 100 Outlet-02 A220 Flowhood D-1 6" 1 - 100 115 105 105 (1) Outlet-03 A222 Flowhood D-1 6" 1 100 140 110 110 Totals: - - - - - 300 390 315 105 - VRF-A220 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 A222 Flowhood G-1 6" 1 100 100 90 90 Inlet-02 A220 Flowhood G-1 6" 1 - 100 105 95 95 Inlet-03 A219 Flowhood G-1 6" 1 - 100 100 90 90 (1) Totals: - - - - 300 305 275 92 Neudorfer Engineers, Inc. Page 88 of 130 Neudorfer Engineers. Inc. Consult rly Encrneors Soule Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A221 AREA: Major Case Conf. Un Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP012MA143A 9YR0029830P80E Direct Drive Medium -High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 370 CFM 390 CFM 370 CFM 380 CFM 208 Volts 0.41 Amps Log: Tested By: Andrea Buckman Date: 6/17/2020 MotorData Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.17 " W.C. 0.18 " W.C. N/S " W.C. 0.60 " W.C. 0.35 " W.C. -0.17 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glasfloss MERV 13 Pleated 1 14x25x2 VRF-A221 6/18/2020 Dwight Hammack (1) The volume damper is full open. VRF-A221 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 A221 Flowhood D-1 8" 1 - 185 180 200 108 Outlet-02 A221 Flowhood D-1 8" 1 - 185 220 190 103 (1) Totals: - - - - - 370 400 390 105 VRF-A221 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 A221 Flowhood G-1 24"x12" 1 - 370 315 340 92 Totals: - • - - 370 315 340 92 - Neudorfer Engineers, Inc. Page 89 of 130 Neudorfer Engineers. Inc. Con.,u11 Cnyinters Seattle Purt1and Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A223 AREA: MCU Open Office Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP048MA143A 95R0009630P80M Correct Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 1400 CFM 1290 CFM 1400 CFM 1290 CFM 208 Volts 1.90 Amps Log: Tested By: Dwight Hammack Date: 6/22/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP "W.C. 0.11 'W.C. N/S " W.C. 0.60 " W.C. 0.22 " W.C. -0,11 " W.C. Filter Data Filter Type Filter Qty Si Filter Size - S1 Filter Qty - S2 Filter Size - S2 Mery 13 2 14x20x2 2 14x14x2 VRF-A223 VRF-A223 6/19/2020 Dwight Hammack 6/19/2020 Dwight Hammack The motor was adjusted to highest speed (1) The volume damper is full open. VRF-A223 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 A223 Flowhood D-6 10" 0.82 - 280 185 265 95 Outlet-02 A223 Flowhood D-6 10" 0.82 - 280 200 255 91 Outlet-03 A223 Flowhood D-6 10" 0.82 - 280 180 255 91 Outlet-04 A223 Flowhood D-6 10" 0.82 - 280 165 260 93 (1) Outlet-05 A223 Flowhood D-6 10" 0.82 - 280 205 255 91 Totals: - - - - - 1400 935 1290 92 - VRF-A223 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 A223 Velg rid G-3 24x12" 0.84 1400 1290 1290 92 Totals: - - - • - 1400 1290 1290 92 - Neudorfer Engineers, Inc. Page 90 of 130 Neudorfer Engineers. Inc. Consult;nq Enync ors Seattle Noland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A228 AREA: PSU Open Office Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Unit Location Fan Rotation Drive Type Fan Speed Mitsubishi TPEFYP024MA143A 9XR0043230P80H Exercise Rm Correct Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 905 CFM 970 CFM 905 CFM 935 CFM 209 Volts 1.30 Amps Log: Tested By: Dwight Hammack Date: 6/22/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Accessible Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design Extemal SP Actual External SP Filter DP -0.12 " W.C. 0.10 " W.C. N/S " W.C. 0.60 " W.C. 0.22 " W.C. 0.11 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - Si Filter Qty - S2 Filter Size - S2 Glassfloss Mery 13 2 14x20x2 1 14"x14"x2" VRF-A228 VRF-A228 VRF-A228 6/22/2020 Dwight Hammack 8/29/2019 Dave BenMaor 8/29/2019 Dave BenMaor (2) The volume damper is full closed. (3) This VRF was balanced in accordance to the response received for NEI RFI-001 (TWJ RFI-151). (1) The volume damper is full open. VRF-A228 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 A228 Flowhood D-6 8" 0.72 - 190 175 195 103 Outlet-02 A228 Flowhood D-6 8" 0.72 - 190 150 200 105 (1) Outlet-03 A228 Flowhood D-6 8" 0.72 - 190 210 190 100 Outlet-04 A228 Flowhood D-6 8" 0.72 - 190 215 205 108 Outlet-05 A229 Flowhood D-1 4" 1 - 40 45 40 100 Outlet-06 A227 Flowhood D-1 6" 1 - 75 100 80 107 Outlet-07 A223 Flowhood EG 24x12 1 - 30 140 60 200 (2) Totals: - - - - - 905 1035 970 107 - VRF-A228 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 A228 Flowhood G-3 18"x10" 1.19 875 900 905 103 (1) Inlet-02 A233 Flowhood G-1 24x12 1 30 50 30 100 Totals: - - - - : 905 950 935 103 - Neudorfer Engineers, Inc. Page 91 of 130 Neudorfer Engineers. Inc. Cor ultfly Engmcers Seattle Portland *w Ncuc1o0crtr Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A232 AREA: PSU Commander Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP024MA143A 95R0008730P80H Direct Drive High Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps T1 905 CFM 840 CFM 208 Volts 0.80 Amps Log: Tested By: Dwight Hammack Date: 6/22/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.18 " W.C. 0.18 " W.C. N/S " W.C. 0.60 " W.C. 0.36 " W.C. 0,13 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glasfloss MERV 13 Pleated 2 14x20x2 VRF-A232 VRF-A232 VRF-A232 VRF-A232 6/22/2020 Dwight Hammack 6/19/2020 Andrea Buckman 8/29/2019 Dave BenMaor 8/29/2019 Dave BenMaor There is no restriction on the return of the VRF. All inlets were proportioned to the airflow that is present. (2) The volume damper is full closed. This VRF was balanced in accordance to the response received for NEI RFI-001 (TWJ RFI-151). (1) The volume damper is full open. VRF-A232 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 A230 Flowhood D-1 6" 1 - 260 , 245 250 96 Outlet-02 A231 Flowhood D-1 6" 1 - 135 75 130 96 (1) Outlet-03 A232 Flowhood D-1 8" 1 - 195 120 175 90 Outlet-04 A232 Flowhood D-1 8" 1 195 175 175 90 Outlet-05 A236 Flowhood D-1 6" 1 - 70 85 65 93 Outlet-06 A234 Flowhood G-1 24"x12" 1 - 25 55 45 180 (2) Totals: - - - - 880 755 840 95 - Neudorfer Engineers, Inc. Page 92 of 130 Neudorfer Engineers. Inc. Consulting Engineers Scattic. Portland vioNod Nrucl,rtcrtrg n co,r• Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 VRF-A232 Return Inlet Summary DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: System/Unit Area Served Type of Reading Outlet Type Size LW/ / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet-01 A230 Flowhood G-1 24x12" 260 125 190 73 Inlet-02 A231 Flowhood G-1 24x12" 1 - 135 95 100 74 Inlet-03 A232 Flowhood G-1 24x12 1 - 390 115 315 81 (1) Inlet-04 A236 Flowhood G-1 24x12" 1 - 70 90 55 79 Inlet-05 A234 Flowhood G-1 24x12" : 25 455 85 340 (2) Totals: - - - - 880 880 745 85 Neudorfer Engineers, inc. Page 93 of 130 i�JNeudorfer Engineers. Inc Consulting E.nyinier:, Seattle Pooiani wo fsit,ue,:NterL r com Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A235 AREA: Police Admin Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP015MA143A 9YR0028730P80F Direct Drive Low Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps Ti 380 CFM 385 CFM 208 Volts 0.13 Amps Log: Tested By: Andrea Buckman Date: 6/19/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.05 " W.C. 0.08 " W.C. N/S " W.C. 0.60 " W.C. 0.13 " W.C. 0.05 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glasfloss MERV 13 Pleated 2 14x14x2 VRF-A235 VRF-A235 6/19/2020 Andrea Buckman 6/19/2020 Andrea Buckman The total airflow was calculated via velgrid traverse of open return. (1) The volume damper is full open. VRF-A235 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 A235 Flowhood D-6 6" 0.92 - 95 110 100 105 (1) Outlet-02 A235 Flowhood D-6 6" 0.92 - 95 140 100 105 Outlet-03 A235 Flowhood D-6 6" 0.92 - 95 120 90 95 Outlet-04 A235 Flowhood D-6 6" 0.92 - 95 140 95 100 Totals: - - - - - 380 510 385 101 - Neudorfer Engineers, Inc. Page 94 of 130 Neudorfer Engineers.Inc. Consulting Engineers Soattle Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-A237 AREA: Chief of Police Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP012MA143A 9XR0064830P80E Direct Drive Medium -Low Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps Ti 370 CFM 380 CFM 208 Volts 0.28 Amps Log: Tested By: Andrea Buckman Date: 6/19/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.14 " W.C. 0.07 " W.C. N/S " W.C. 0.60 " W.C. 0.21 " W.C. 0.07 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - Si Glasfloss MERV 13 Pleated 1 14x25x2 VRF-A237 VRF-A237 6/19/2020 Andrea Buckman 6/19/2020 Andrea Buckman (1) The volume damper is full open. The thermostat is set to the highest fan speed. VRF-A237 Supply Outlet Summary System/Unit Area Served Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Anal % Remarks Outlet-01 A237 Flowhood D-1 8" 1 - 160 160 165 103 (1) Outlet-02 A238 Flowhood D-1 8" 1 - 160 160 165 103 Outlet-03 A240 Flowhood D-1 6" 1 - 50 75 50 100 Totals: - - - - - 370 395 380 103 - VRF-A237 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 A237 Flowhood G-1 24"x12" 1 160 155 145 91 Inlet-02 A238 Flowhood G-1 24"x12" 1 - 160 120 150 94 (1) Inlet-03 A240 Flowhood G-1 24x12" 1 - 50 75 45 90 Totals: - - - - - 370 350 340 92 - Neudorfer Engineers, inc. Page 95 of 130 Neudorfer Engineers. Inc. Consulting EnginLers Sriattlu Noland M. rvc2u(1,:iricrt gin o Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-B101 AREA: Circulation Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYPOO6MA143A 9YR0026530P80C Direct Drive Low Test Data Total Design Flow Total Actual Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 300 CFM 330 CFM 345 CFM 208 Volts 0.19 Amps Log: Tested By: Andrea Buckman Date: 6/30/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.01 " W.C. 0.06 " W.C. N/S " W.C. 0.60 " W.C. 0.07 " W.C. 0.06 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Glasfloss MERV 13 Pleated 1 14x25x2 VRF-B101 6/30/2020 Andrea Buckman The thermostat is set to the highest fan speed. VRF-B101 Supply Outlet Summary System/Unit Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet-01 Flowhood D-6 10" 1 - 300 345 330 110 Totals: - - - - - 300 345 330 110 - VRF-B101 Return Inlet Summary System/Unit Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet-01 Velgrid 30x10" 2.08 - 300 345 115 Totals: - - - - - 300 0 345 115 - Neudorfer Engineers, Inc. Page 96 of 130 Neudorfer Engineers. Inc. Consulting Entpnt.ert, Seattle Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-B102 AREA: Conference B Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP015MA143A 9YR0029330P80F Direct Drive High Test Data Total Design Flow Total Actual Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 600 CFM 640 CFM 620 CFM 208 Volts 0.65 Amps Log: Tested By: Andrea Buckman Date: 7/1/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.13 " W.C. 0.14 " W.C. N/S " W.C. 0.60 " W.C. 0.27 " W.C. 0.06 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - Si Filter Qty - S2 Filter Size - S2 Glasfloss MERV 13 Pleated 1 14x20x2 1 14x14x2 VRF-B102 VRF-6102 7/1/2020 Andrea Buckman 8/29/2019 Dave BenMaor The thermostat is set to the highest fan speed. (1) The volume damper is full open. VRF-B102 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 B102 Flowhood D-6 10" 1 - 300 260 315 105 Outlet-02 B102 Flowhood D-6 10" 1 - 300 215 325 108 (2) Totals: - - - - - 600 475 640 1 107 VRF-B102 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 8102 Flowhood G-4 24x12" 600 620 103 Totals: - - - - - 600 0 620 103 - Neudorfer Engineers, Inc. Page 97 of 1 30 Neudorfer Engineers. Inc. cor,Any Engineers Scottie Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-B103 AREA: Conference A Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP018MA143A 9YR0054330P80G Direct Drive Medium Test Data Total Design Flow Total Actual Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 490 CFM 495 CFM 540 CFM 208 Volts 0.40 Amps Log: Tested By: Andrea Buckman Date: 6/30/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual Extemal SP Filter DP -0.12 "W.C. -0.13 " W.C. N/S " W.C. 0.60 " W.C. 0.25 "W.C. -0.03 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - 51 Filter Qty - S2 Filter Size - S2 Glasfloss MERV 13 Pleated 1 14x20x2 1 14x14x2 VRF-B103 VRF-B103 VRF-B103 6/30/2020 Andrea Buckman 8/28/2019 Dave BenMaor 8/28/2019 Dave BenMaor The thermostat is set to the highest fan speed. (1) The volume damper is full open. (2) The total airflow and the supply outlet airflows were revised per the response to NEI RFI-001 (TWJ RFI-151). VRF-B103 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 8103 Flowhood D-6 10" 0 77 - 245 185 245 100 (1) Outlet-02 6103 Flowhood D-6 10" 0.77 - 245 195 250 102 Totals: ... - - - - - 490 380 495 101 - VRF-B103 Return Inlet Summary System/Unit Area Served Type of Reading Outlet Type Size LxW 1 D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet-01 B103 Velgrid G-4 24x12" 1.8 490 540 110 Totals: - - - - - 490 0 540 110 - Neudorfer Engineers, Inc. Page 98 of 130 Neudorfer Engineers. Inc. Con,,u11 rig Enqint,ors Swift. Portland yoe.A.Nu rhn tom Fan Coll PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF.B107A AREA: EOC Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP015MA143A 99R0017030P80F Direct Drive Medium Test Data Total Design Flow Total Actual Flow RA Actual Flow Motor Volts T1-T2 Motor Amps Ti 500 CFM 500 CFM 550 CFM 208 Volts 0.34 Amps Log: Tested By: Andrea Buckman Date: 6/30/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.06 " W.C. 0.14 " W.C. N/S " W.C. 0.60 " W.C. 0.21 " W.C. 0.05 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Filter Qty - S2 Filter Size - S2 Glassfloss MERV 13 Pleated 1 14x20x2 1 14x14x2 VRF-B107A 6/30/2020 Andrea Buckman The therrnostat is set to the highest fan speed. Neudorfer Engineers, Inc. Page 99 of 130 Neudorfer Engineers. Inc. Consulting [writ or., Seattle Put !land V tv.euarlrfc rE _ com Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-B107A/Outlet-01 Unit Data Type of Traverse Round Diameter 12 in. Insulation Width 0 in. Air Flow Area 0.79 sq. ft. Number Of Rows 2 Readings Per Row 10 Total Readings 20 Location of Holes 1 Bottom Location of Holes 2 Left Hole 2 Tested By: Dwight Hammack Date: 8/7/2020 Final Data Sum of Readings 6384 Average Reading 319 FPM Reading Std. Dev. 51.370 FPM Actual Total Flow 252 CFM Traverse Data Points 12 0 0 X Neudorfer Engineers, Inc. Page 100 of 130 Neudorfer Engineers. Inc. cor,.,uling Engineers Seattle Purvand Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 VRF-B107A Supply Outlet Summary DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: 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 B107 Airfoil D-6 12" 0.785 - 250 250 245 98 Outlet-02 B107 Flowhood D-6 10" 0.77 - 250 190 255 102 (1) Totals: - - - - - 500 440 500 100 VRF-B107A 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 B107 Velgrid G-4 24"x12" 1.8 500 630 550 110 Totals: - - - - : 500 630 550 110 - Neudorfer Engineers, Inc. Page 101 of 130 Neudorfer Engineers. Inc. Con,ultinq Engineers Seattle Portland %Ivo Nu corn Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-B107B AREA: EOC Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP015MA143A 99R0006730P80F Direct Drive Medium Test Data Total Design Flow Total Actual Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 500 CFM 505 CFM 505 CFM 208 Volts 0.26 Amps Log: Tested By: Andrea Buckman Date: 6/30/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Listed 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.03 " W.C. 0.12 " W.C. N/S " W.C. 0.60 "W.C. 0.15 " W.C. 0.05 "W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Filter Qty - S2 Filter Size - S2 Glasfloss MERV 13 Pleated 1 14x20x2 1 14x14x2 VRF-B107B 6/30/2020 Andrea Buckman The thermostat is set to the highest fan speed. VRF-B107B 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 B107 Flowhood D-12 10' 0.77 - 250 185 255 102 (1) Outlet-02 B107 Flowhood D-12 10" 0.77 - 250 220 250 100 Totals: - - - - - 500 405 505 101 - VRF-B107B 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 B107 Velgrid G-4 24"x12" 1.8 500 440 505 101 Totals: - - - - : 500 440 505 101 - Neudorfer Engineers, Inc, Page 102 of 130 Neudorfer Engineers. Inc. Consulting Engin( ors Seattle Portland ww ri-euCott Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-B114 AREA: EOC W.S. Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYPOO6FMA143A 9YR0026430P80C Direct Drive Medium Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 Motor Amps T1 300 CFM 297 CFM 300 CFM 272 CFM 208 Volts 0.28 Amps VRF-B114 Supply Outlet Summary Tested By: Andrea Buckman Date: 7/8/2020 MotorData Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not accessible Not Legible 208 1 60 Not listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP [ ] " W.C. [ 1" KC. N/S " W.C. 0.60 " W.C. [ ] " W.C. [ ] " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glasfloss MERV 13 Pleated 1 14x25x2 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 B115 Flowhood D-6 6" 0.77 - 100 90 102 102 (1) Outlet-02 B115 Flowhood D-6 6" 0.77 - 100 95 95 95 Outlet-03 B114 Flowhood D-1 6" 0.77 - 100 120 100 100 Totals: - - - - - 300 305 297 99 - VRF-B114 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 B115 Velgrid G-3 12"x8" 0.53 - 200 45 180 90 (1) Inlet-02 B114 Flowhood G-1 24"x12" 1 - 100 225 92 92 Totals: - - - - - 300 270 272 91 - Neudorfer Engineers, Inc. Page 103 of 130 Neudorfer Engineers. Inc. Cuo,u11 rici Engine ers SrkkItle Puri4and 14, WA P,44:.u(1rt. Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-B118 AREA: Break Area Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP054MA143A 9YR0017830P80N Direct Drive High Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps T1 1480 CFM 1130 CFM 209 Volts 1.10 Amps Log: Tested By: Dwight Hammack Date: 8/11/2020 Motor Data Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP [ ] " W.C. [ ] " W.C. N/S " W.C. [ ] " W.C. 0.60 "WC. [ ] " W.C. [ ] " W.C. VRF-B118 VRF-B118 8/29/2019 Dave BenMaor 8/29/2019 Dave BenMaor (2) This VRF was balanced in accordance to the response received for NEI RFI-001 (TWJ RFI-151). (1) The volume damper is full open. VRF-B118 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* B118 Flowhood D-8 8" 1 - 200 30 30 15 Outlet-02 B118 Flowhood D-8 8" 1 - 200 145 145 73 Outlet-03 B118 Flowhood D-8 8" 1 - 160 115 115 72 Outlet-04 B118 Flowhood D-8 8" 1 - 160 125 125 78 Outlet-05 6118 Flowhood D-8 8" 1 - 160 130 130 81 Outlet-06 B118 Flowhood D-8 8" 1 - 200 170 170 85 Outlet-07 B118 Flowhood D-8 8" 1 - 200 210 210 105 Outlet-08 6118 Flowhood D-8 8" 1 - 200 205 205 103 Totals: - - - - - 1480 1130 1130 76 - Log: VRF-B118/Outlet-01 8/5/2020 Dwight Hammack Damper is stuck in the closed position. Neudorfer Engineers, Inc. Page 104 of 130 Neudorfer Engineers. Inc. Consult nq Enqlncers Seattle Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C108 AREA: Interview Rooms Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYPOO6MA143A 9YR0026630P80C Direct Drive Medium -High Te Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow 300 CFM 295 CFM 300 CFM 284 CFM VRF-C108 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/7/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP 0.20 " W.C. 0.13 " W.C. N/S " W.C. 0.39 " W.C. 0.60 " W.C. 0,27 " W.C. 0,06 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glassfloss Pleated 1 14x25x2 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 C106 Flowhood D-1 6" 1 - 100 86 95 95 (1) Outlet-02 C107 Flowhood D-1 6" 1 - 100 96 103 103 (2) Outlet-03 C108 Flowhood D-1 6" 1 - 100 88 97 97 Totals: - - - - - 300 270 295 98 - VRF-C108 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 C106 Flowhood G-1 12"x12" 1 100 77 92 92 1 Inlet-02 C107 Flowhood G-1 12"X12" 1 - 100 80 97 97 Inlet-03 C108 Flowhood G-1 12"X12" 1 - 100 81 95 95 Totals: - - - - - 300 238 284 95 - Neudorfer Engineers, Inc. Page 105 of 130 Neudorfer Engineers. Inc. Conultung Engineers Soattle Portland wwo N.ouCortcrt,^[jll'1.:;i Com Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C109 AREA: Lobby Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP006FMA143A 9YR0034230P80C Direct Drive Low Test Data Total Design Flow Total Actual Flow 300 CFM 328 CFM Log: Tested By: Kevin Buckman Date: 7/6/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Listed 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP 0.07" W.C. 0.11 " W.C. N/S " W.C. 0.19 " W.G. 0.60 " W.C. 0.10"W.C. 0.10 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glassfloss Pleated 1 8.25x26x2 VRF-C109 8/7/2020 Dwight Hammack There is no ducted return. Just open to the plenum. VRF-C109 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 C109 Flowhood D-6 8" 0.83 - 150 189 165 110 Outlet-02 C114 Flowhood D-6 8" 0.83 - 150 192 163 109 Totals: - - - - - 300 381 328 109 - Neudorfer Engineers, Inc. Page 106 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland we.** Neucr)rfc r gin Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C111 AREA: Courts Open Office Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP024MA143A 9XR0043730P80H Direct Drive Medium -High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow 880 CFM 937 CFM 880 CFM 837 CFM VRF-C111 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/7/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP 0.18 " W.C. 0.20 " W.C. N/S " W.C. 0.40 " W.C. 0.60 " W.C. 0.18 " W.C. 0.16 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - Si Glassfloss Pleated 2 14x20x2 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 C112 Flowhood D-6 10" 0.9 - 340 368 358 105 (1) Outlet-02 C112 Flowhood D-6 10" 0.9 - 340 372 368 108 Outlet-03 C111 Flowhood D-1 6" 1 - 100 140 107 107 Outlet-04 C111 Flowhood D-1 6" 1 - 100 152 104 104 Totals: - - - - - 880 1032 937 106 VRF-C111 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 C111 Flowhood G-1 24"x24" 1 880 838 837 95 (1) Totals: - - - - : 880 838 837 95 - Neudorfer Engineers, Inc, Page 107 of 130 iti Neudorfer Engineers. Inc. Con.,ulting Engincers Seattle Portland *wry NeudortcrEr gin Orr Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C112 AREA: Probation Manager Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP012MA143A 9XR0064730P80E Direct Drive Low Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow 370 CFM 401 CFM 370 CFM 408 CFM VRF-C112 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/6/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP 0.18 " W.C. 0.13 " W.C. N/S " W.C. 0.39 " W.C. 0.60 " W.C. 0.21 " W.C. 0.10 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - Si Glassfloss Pleated 1 8.25x26x2 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 C112 Flowhood D-6 8" 1 - 185 208 199 108 1 Outlet-02 C112 Flowhood D-6 8" 1 - 185 220 202 109 Totals: - - - - - 370 428 401 108 - VRF-C112 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 C112 Velgrid G-3 12"x8" 0.53 - 370 440 403 109 (1) Totals: - - - - .. 370 440 403 109 - Neudorfer Engineers, Inc. Page 108 of 130 Neudorfer Engineers. Inc. Consulting Enclneors Seattle Portland woe. Neudc.iicrt, Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C115 AREA: Interview Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYPOO6FMA143A 9YR0034130P80C Direct Drive Med Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow 300 CFM 302 CFM 300 CFM 261 CFM Log: Tested By: Kevin Buckman Date: 7/6/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Listed Not Listed 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP 0.14 "W.C. 0.12 " W.C. N/S " W.C. 0.32 " W.C. 0.60 "W.C. 0.20 " W.C. 0.04 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glassfloss Pleated 1 8.25x26x2 VRF-C115 7/6/2020 Kevin Buckman RA CFM low- If I tum up the fan speed supply becomes 122% to achieve 98% return. VRF-C115 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 C113 Flowhood D-1 6" 1 - 100 108 102 102 Outlet-02 C114 Flowhood D-1 6" 1 - 100 100 101 101 Outlet-03 C115 Flowhood D-1 6" 1 - 100 94 106 106 (1) Totals: - - - - - 300 302 309 VRF-C115 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 C113 Flowhood G-1 12x12" 100 95 87 87 Inlet-02 C114 Flowhood G-1 12x12" 1 - 100 86 87 87 Inlet-03 C115 Flowhood G-1 12"x12 1 - 100 80 84 84 (1) Totals: - - - - - 300 261 258 86 Neudorfer Engineers, Inc. Page 109 of 130 Neudorfer Engineers. Inc. Con5uli fly EnginLers Socittle Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C116 AREA: Interview Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYPOO8MA143A _ 97R0018630P80D Direct Drive Low Test Data Total Design How Total Actual Flow 300 CFM 317 CFM Log: Tested By: Kevin Buckman Date: 7/6/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design Extemal SP Actual Extemal SP Filter DP 0.08 " W.C. 0.10 "W.C. N/S " W.C. 0.19 " W.C. 0.60 " W.C. 0.11 " W.C. 0.07 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - Si Glassfloss Pleated 1 8.25x26x2 VRF-C116 8/7/2020 Dwight Hammack There is no ducted return. Just open to the plenum. VRF-C116 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 C109 Flowhood D-6 8" 0.83 - 150 156 157 105 (1) Outlet-02 C116 Flowhood D-6 8" 0.83 - 150 165 160 107 Totals: - - - - - 300 321 317 106 - Neudorfer Engineers, Inc. Page 110 of 130 Neudorfer Engineers. Inc Consulting Engineers Seattle Porltand K.WA ri4:13C,"414:1E"gi corn Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEMIUNIT: VRF-C118 AREA: Director Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP015MA143A 9YR0029430P80F Direct Drive Medium -High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 495 CFM 496 CFM 495 CFM 512 CFM 208 Volts VRF-C118 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/10/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.33 " W,C. 0.08 " W.C. N/S " W.C. 0.60 " W.C. 0.41 " W.C. 0.04 "W.C. 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 C118 Flowhood D-1 10" 1 - 270 93 264 98 Outlet-02 C120 Flowhood D-2 8" 1 - 225 179 232 103 (1) Totals: - - - - - 495 272 496 100 VRF-C118 Return InletSumma 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 CIIB Flowhood G-1 24x12" 1 270 324 284 105 Inlet-02 C120 Flowhood G-3 8"x6" 0.33 - 225 11 227 101 (1) Totals: - - - - - 495 335 511 103 - Neudorfer Engineers, Inc, Page 111 of 130 Neudorfer Engineers. Inc. Consult Engint„ers Seattle Portland Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C121 AREA: Director Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP012MA143A 9XR0065130P80E Direct Drive Low Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow Motor Volts T1-T2 300 CFM 394 CFM 300 CFM 302 CFM 208 Volts Log: Tested By: Kevin Buckman Date: 7/6/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP 0.18 " W.C. 0.12 " W.C. N/S " W.C. 0.37 " W.C. 0.60 " W.C. 0.20 " W.C. 0.10 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glassfloss Pleated 1 8.25x26x2 VRF-C121 VRF-C121 VRF-C121 8/7/2020 Dwight Hammack 8/28/2019 Dave BenMaor 8/28/2019 Dave BenMaor The motor was adjusted to lowest speed. (1) The volume damper is full open. (2) The total return airflow and the return inlets airflow were revised per the response to NEI RFI-001 (TWJ RFI-151). Return inlet #2 was clarified to be serving the hallway. VRF-C121 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 C122 Flowhood D-4 4" 1 - 90 161 121 134 Outlet-02 C122 Flowhood D-4 4" 1 - 90 129 119 132 Outlet-03 C120 Flowhood D-3 6" 1 - 75 119 96 128 Outlet-04 C117 Flowhood D-7 6" 1 - 45 37 58 129 (1) Totals: - - - - - 300 446 394 131 VRF-C121 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* C122 Flowhood G-1 24x12" 1 180 170 170 94 (1) Inlet-02* 120 Velgrid G-8 8"x6" 0.26 : 120 132 132 110 Totals: - - - - 300 302 302 101 - Log: VRF-C121/Inlet-01 VRF-C121/Inlet-02 7/6/2020 7/6/2020 Kevin Buckman Kevin Buckman No Volume Damper No Volume Damper Neudorfer Engineers, Inc. Page 112 of 130 Neudorfer Engineers. Inc CoruItrq Engineers Seattle Portland wr, NcuCr'crt C '3 rn Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C134 AREA: Courts Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP027MA143A 98R0003930P80J Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow 885 CFM 811 CFM 885 CFM 823 CFM VRF-C134 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/7/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP 0.28 " W.C. 0.29 " W.C. N!S " W.C. 0.68 " W.C. 0.60 " W.C. 0.39 " W.C. 0.17 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Glassfloss Pleated 2 14x20x2 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 C134 Flowhood D-4 10" 1 - 295 161 267 91 Outlet-02 C134 Flowhood D-4 10" 1 - 295 175 274 93 (1) Outlet-03 C134 Flowhood D-4 10" 1 - 295 201 270 92 Totals: - - - - - 885 537 811 92 - VRF-C134 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 C134 Velgrid G-3 24"x12" 1.6 885 619 823 93 (1) Totals: - - - - - 885 619 823 93 Neudorfer Engineers, Inc. Page 113 of 130 Neudorfer Engineers. Inc. Consulting Engineers Sedttle Portland wwo urfc Fan Coil PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C135 AREA: Assembly Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP024MA143A 9XR0045230P80H Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow 875 CFM 845 CFM 875 CFM 876 CFM VRF-C135 Supply Outlet Summary Tested By: Kevin Buckman Date: 7/7/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP Design External SP Actual External SP Filter DP 0.19 " W.C. 0.23 "W.C. N/S " W.C. 0.50 " W.C. 0.60 " W.C. 0.15 " VV.C. 0.11 "W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - Si Filter Size - S1 Glassfloss Pleated 2 14x20x2 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 C135 Flowhood D-4 8" 1 - 175 97 170 97 (1) Outlet-02 C135 Flowhood D-4 8" 1 - 175 101 171 98 Outlet-03 C135 Flowhood 04 8" 1 - 175 119 164 94 Outlet-04 C135 Flowhood D-4 8" 1 - 175 121 173 99 Outlet-05 C135 Flowhood D-4 8" 1 - 175 113 167 95 Totals: - - - - • 875 551 845 97 • VRF-C135 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 C135 Flowhood G-3 24"x12" 875 509 876 100 (1) Totals: - - - - - 875 509 876 100 - Neudorfer Engineers, Inc, Page 114 of 130 Neudorfer Engineers. Inc. Censultviq Engineers Seattle Porifand w°wo NeuCk.OcrEngin . c Fan Coif PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: VRF-C136 AREA: Holding Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Drive Type Fan Speed Mitsubishi TPEFYP024MA143A 95R0010130P80H Direct Drive High Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow 880 CFM 873 CFM 880 CFM 743 CFM Log: Tested By: Andrea Buckman Date: 7/10/2020 Motor Data Motor Manufacturer Motor HP Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Not Accessible Not Accessible 208 1 60 Not Listed Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Design External SP Actual External SP Filter DP -0.33 " W.C. 0.13"W.C. N/S " W.C. 0.60 " W.C. 0.46 " W.C. 0.10 " W.C. Filter Data Filter Manufacturer Filter Type Filter Qty - S1 Filter Size - S1 Glassfloss Pleated 2 14x20x2 VRF-C136 7/10/2020 Andrea Buckman The thermostat is set to the highest fan speed. VRF-C136 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 C138 Flowhood R-3 10"x10" 1 - 120 153 120 100 Outlet-02 C137 Flowhood R-3 10"x10" 1 - 90 108 92 102 Outlet-03 C136 Flowhood D-2 10" 1 - 290 217 292 101 Outlet-04 C136 Flowhood D-2 10" 1 - 290 254 284 98 Outlet-05 C140 Flowhood D-3 6" 1 - 50 71 48 96 Outlet-06 C143 Flowhood D-2 4" 1 - 40 27 37 93 (1) Totals: - - - - - 880 830 873 99 - VRF-C136 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 C143 Flowhood G-4 12"x12" 1 - 70 7 61 87 (1) Inlet-02 C144 Flowhood G-4 12"x12" 1 - 30 5 27 90 Inlet-03 C142 Flowhood G-4 12"x12" 1 - 30 0 25 83 Inlet-04 C141 Flowhood G-4 12"x12" 1 - 30 0 26 87 Inlet-05 C136 Flowhood G-4 24"x24" 1 - 720 914 604 84 Totals: - - - - - 880 926 743 84 - Neudorfer Engineers, Inc. Page 115 of 130 Neudorfer Engineers. Inc. Consulting Engineers Sodttlo Portland Heat Pump PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT St: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: IU-B107-01 AREA: EOC Unit Data Unit Manufacturer Mitsubishi Unit Model Number PEAD-A24AA7 Unit Serial Number 9YR03114 Unit Discharge Horizontal Fan Rotation Not accessible JU-B107-01/Filter Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 Glassfloss Pleated 2 14x20x2 Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow JU-B107-01/Fan Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 512 CFM 496 CFM 512 CFM 495 CFM Not Listed RPM 212 Volts 1.4 Amps IU-B107-01 Supply Outlet Summary Tested By: Dwight Hammack Date: 7/7/2020 Motor Data IU-B107-01/Fan Drive Type Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Direct Drive 208-230 Volts 60 Hz 2.1 Amps Test Pressures Design Total SP Actual Total SP Fan Discharge SP Fan Suction SP Design Extemal SP Actual Extemal SP Extemal Suction SP Extemal Discharge SP Filter DP Actual Not Listed in. wc 0.21 in. wc 0.03 in. wc -0.18 in. wc Not Listed in. wc 0.11 in. wc -0.08 in. wc 0,03 in. wc 0.1 in. wc 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 6107 Flowhood R-1 24"x12" 1 - 512 646 496 97 Totals: - - - - - 512 646 496 97 - IU-B107-01 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 B107 Flowhood G-3 24x10" 1 512 563 495 97 Totals: - - - - - 512 563 495 97 - Neudorfer Engineers, Inc. Page 116 of 130 Neudorfer Engineers. Inc. Consulting Engineers, Seattle Portland Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-A101 AREA: A101, 102, 108, 149, 150, 154, & B113 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Fan Speed Greenheck 6-099-VG-4-X 16042657 Clockwise Downblast Direct Drive 5,5 Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts Tl-T2 Motor Amps T1 545 CFM 560 CFM 1530 RPM 118 Volts 0.47 Amps Log: Tested By: Andrea Buckman Date: 8/5/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor Vari-Green 0.25 HP 300-1750 RPM 115-208/230 Volts 1 60 Hz 2.85 Amps 1.25 Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP 0.11 in. wc Open in. wc 0.50 in. wc 0.11 in. wc EF-A101 EF-A101 8/29/2019 Dave BenMaor 8/29/2019 Dave BenMaor (2) This exhaust system was balanced in accordance to the response received for NEI RFI-004 (TWJ RFI- 154). (1) The volume damper is full open. EF-A101 Exhaust 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 A108 Flowhood G-1 24"x24" 45 0 40 89 (1) Inlet-02 A102 Flowhood G-2 24x24 1 - 150 215 155 103 Inlet-03 A101 Flowhood G-2 24"x24" 1 - 150 290 150 100 Inlet-04 A154 Velgrid G-3 6"x6" 0.2 - 50 150 68 136 (2) Inlet-05 A150 Flowhood G-2 12x12" 1 - 50 135 50 100 Inlet-06 A149 Flowhood G-2 12x12" 1 - 50 100 50 100 Inlet-07 B113 Flowhood G-2 12x12" 1 - 50 145 47 94 Totals: - - - - - 545 1035 560 103 - Neudorfer Engineers, inc. Page 117 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Porliand Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-A119 AREA: Holding A122, A124, & A125 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Discharge Drive Type Fan Speed Greenheck SQ-97-VG-4-X 16044083 Centrifugal Direct Drive 5.0 Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 215 CFM 215 CFM 1050 RPM 118 Volts 0.12 Amps EF-A119 Exhaust Inlet Summary Tested By: Andrea Buckman Date: 8/3/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Not Accessible 0.17 HP Not Listed RPM Not Listed Volts 1 60 Hz Not Listed Amps Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP -0.10 in. wc 0.01 in. wc 0.50 in. wc 0.11 in. wc 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 A125 Flowhood G-6 10"x10" 1 - 90 140 90 100 (1) Inlet-02 A124 Flowhood G-6 10x10" 1 - 90 140 90 100 Inlet-03 A122 Flowhood G-2 12"x12" 35 80 35 100 Totals: - - - - . 215 360 215 100 - Neudorfer Engineers, Inc. Page 118 of 130 Neudorfer Engineers. Inc. CONS' ulting Engineers Sod RIC POtUand Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-A156 AREA: Chemical Unit D ta Fan Manufacturer Fan Model Number Fan Serial Number Fan Discharge Drive Type Greenheck SQ-60-YG-X 16044085 Centrifugal Direct Drive Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 75 CFM 70 CFM 1209 RPM 119 Volts 0.10 Amps EF-A156 Exhaust Inlet Summary Tested By: Dwight Hammack Date: 7/31/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Not Accessible 0.05 HP Not Listed RPM Not Listed Volts 1 60 Hz Not Listed Amps Test Pressures Fan Suction SP Fan Discharge SP Design Extemal SP Actual External SP -0.01 in. wc 0.01 in. wc 0.25 in. wc 0.02 in. wc System/Unit Area Served Type of Reading Outlet I Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet-01 A156 Flowhood G-2 12"x12" 1 - 75 175 70 93 Totals: - - - - - 75 175 70 93 - Neudorfer Engineers, Inc. Page 119 of 130 Neudorfer Engineers. Inc. ConsuIting Encvneers Seattle Portland vhwe. FouCorcrtr gin Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-A206 AREA: Mens and Womens Showers Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Fan Speed Greenheck G-098-VG-4-X 16042682 Clockwise Downblast Direct Drive 5.9 Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps T1 550 CFM 555 CFM 1595 RPM 119 Volts 0.80 Amps EF-A206 Exhaust Inlet Summary Tested By: Andrea Buckman Date: 8/3/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor Vari-Green 0.25 HP 300-1750 RPM 115-208/230 Volts 1 60 Hz 2.85 Amps 1.25 Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP -0.06 in. wc Open in. wc 0.50 in. wc 0.06 in. wc 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 A204 Flowhood G-2 24"x24" 1 240 350 245 102 Inlet-02 A206 Flowhood G-2 24"x24" 1 - 310 340 310 100 (1) Totals: - - - - - 550 690 555 101 Neudorfer Engineers, Inc. Page 120 of 130 Neudorter Engineers. Inc. Consulting Engineers Seattle Portland wws N4?uc"c Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-A218 AREA: Janitor Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Discharge Drive Type Greenheck G-098-VG-4-X 16042701 Downblast Direct Drive Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 65 CFM 70 CFM 1300 RPM 118 Volts 0.90 Amps EF-A218 Exhaust Inlet Summary Tested By: Dwight Hammack Date: 7/31/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor Vari-Green 0.25 HP 300-1750 RPM 115-208/230 Volts 1 60 Hz 2.85 Amps 1.25 Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP -0.08 in. wc Open in. wc 0.25 in. wc -0.08 in. wc 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 A218 Flowhood G-5 6"x6" 1 65 145 70 108 Totals: - - - - - 65 145 70 108 - Neudorfer Engineers, Inc. Page 121 of 130 Neudorfer Engineers. Inc. Con,ultiny Engineers Seattle Portland Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-A241 AREA: WC A241, WC A242 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Fan Speed Greenheck G-097-VG-4-X 16042706 Clockwise Downblast Direct Drive 3.5 Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 100 CFM 105 CFM 1348 RPM 118 Volts 0.20 Amps EF-A241 Exhaust Inlet Summary Tested By: Andrea Buckman Date: 8/3/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor Vari-Green 0.25 HP 300-1750 RPM 115-208/230 Volts 1 60 Hz 2,85 Amps 1.25 Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP -0.05 in. wc Open in. wc 0.50 in. wc 0.05 in. wc System/Unit Area Served Type of Reading Outlet Type Size LAW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet-01 A241 Flowhood G-2 12x12" 1 50 160 55 110 (1) Inlet-02 A242 Flowhood G-2 12x12" 50 150 50 100 Totals: - - - - : 100 310 105 105 - Neudorfer Engineers, Inc, Page 122 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland uorrrfl Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-C104 AREA: WC A104, C105 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck G-097-VG-4-X 16161067 Clockwise Downblast Direct Drive TestData Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 100 CFM 100 CFM 1348 RPM 119 Volts 0.30 Amps EF-C104 Exhaust Inlet Summary Tested By: Dwight Hammack Date: 8/6/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor Vari-Green 1/4 HP 300-1750 RPM 115-208/230 Volts 1 60 Hz 2.85 Amps 1.25 Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP -0.03 in. wc Open in. wc 0.50 in. wc 0.03 in, wc 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 C105 Flowhood G-2 12x12" 1 50 0 45 90 Inlet-02 A104 Flowhood G-2 12"x12" 1 - 50 30 55 110 Totals: - - - - - 100 30 100 100 - Neudorfer Engineers, Inc. Page 123 of 130 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-C110 AREA: WC C110 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck G-095-VG-6-X 16042709 Clockwise Downblast Direct Drive Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 50 CFM 55 CFM 1286 RPM 119 Volts 0.50 Amps EF-C110 Exhaust Inlet Summary Tested By: Dwight Hammack Date: 8/5/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps VARI-GREEN 1/6 HP 350-1750 RPM 115/208-230/277 Volts 1 60 Hz 2.3/1.5/1.2 Amps Test Pressures Fan Suction SP Fan Discharge SP Design Extemal SP Actual External SP -0.06 in. wc Open in. wc 0.25 in. wc 0.06 in. wc System/Unit Area Served Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final To Remarks Inlet-01 C110 Flowhood G-2 12"x12" 1 - 50 75 55 110 Totals: - - - - - 50 75 55 110 - Neudorfer Engineers, Inc. Page 124 of 130 Neudorfer Engineers. Inc. Con,ulting Eng:niers Scuttle Portland Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-C119 AREA: WC C119 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck G-095-VG-6-X 16042710 Clockwise Downblast Direct Drive Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 50 CFM 55 CFM 1286 RPM 119 Volts 0.30 Amps EF-C119 Exhaust InletSummary Tested By: Dwight Hammack Date: 8/6/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps VARI-GREEN 1/6 HP 350-1750 RPM 115/208-230/277 Volts 1 60 Hz 2.3/1.5/1.2 Amps Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP -0.30 in. we Open in. wc 0.25 in. wc 0.03 in. wc System/Unit Area Served Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks I Inlet-01 C119 Flowhood G-2 12"x12" 1 : 50 65 55 110 Totals: - - - - 50 65 55 110 - Neudorfer Engineers, Inc, Page 125 of 130 Neudorfer Engineers. Inc. Consulting Englneers Seattle Portland Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-C125 AREA: WC C125, C126 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck G-097-VG-4-X 16042705 Clockwise Downblast Direct Drive Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 100 CFM 95 CFM 1348 RPM 121 Volts 1.50 Amps EF-C125 Exhaust Inlet Summary Tested By: Dwight Hammack Date: 8/10/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor VARI-GREEN 1/4 HP 300-1750 RPM 115/208-230/277 Volts 1 60 Hz 2.85/1.7/1.5 Amps 1.25 Test Pressures Fan Discharge SP Design External SP Open in. wc 0.50 in. wc 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 C125 Flowhood G-2 12"x12" 1 50 30 50 100 Inlet-02 C126 Flowhood G-2 12"x12" 1 - 50 35 45 90 (1) Totals: - - - - - 100 65 95 95 Neudorfer Engineers, Inc. Page 126 of 130 Neudorfer Engineers. Inc Consulting Engincars Scsattic Purttand Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11 /2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-C135A AREA: Courts C135 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck CUBE-180HP-7-X-SH 16042653 Clockwise Upblast Belt Drive Test Data Total Design Flow Total Actual Flow Fan RPM Design Fan RPM Actual Motor Volts T1-T2 Motor Amps T1 2775 CFM 2448 CFM 1121 RPM 1045 RPM 209 Volts 3.80 Amps EF-C135A Exhaust Inlet Summary Tested By: Dwight Hammack Date: 8/10/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor US Motors 3/4 HP 1725 RPM 115/208-230 Volts 1 60 Hz 11.4/5.7 Amps 1.25 Sheave Data Motor Sheave MFG Motor Sheave Model Motor Sheave Bore Motor Sheave Type Adj Mtr Sheave Pos Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract Not Listed VP34S 5/8 in. Adjustable Middle TBW AK49 1 in. 1 AP23 6 1/2 in. 2.00 in. 1 1/2 in. Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP -0.43 in. wc Open in. wc 0.38 in. wc -0.43 in. wc System/Unit Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet-01 Velgrid EG 24x24 4 - 2775 2547 2574 93 Totals: - - - - - 2775 2547 2574 93 - Neudorfer Engineers, Inc. Page 127 of 130 Neudorfer Engineers. Inc. Consulting Engin& ors Seattle Portland Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-C135B AREA: Courts C135 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Discharge Drive Type Greenheck CUBE-180HP-7-X-SH 16042654 Upblast Belt Drive Test Data Total Design Flow Total Actual Flow Fan RPM Design Fan RPM Actual Motor RPM Actual Motor Volts T1-T2 Motor Amps T1 2775 CFM 2671 CFM 1121 RPM 1033 RPM 1730 RPM 208 Volts 3.70 Amps EF-C135B Exhaust Inlet Summary Tested By: Dwight Hammack Date: 8/10/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor US Motors 3/4 HP 1725 RPM 115/208-230 Volts 1 60 Hz 11.4/5.7 Amps 1.25 Sheave Data Motor Sheave MFG Motor Sheave Model Motor Sheave Bore Motor Sheave Type Adj Mtr Sheave Pos Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract Not Listed VP34S 5/8 in. Adjustable Middle TBW AK49 1 in. 1 AP23 6 1/2 in. 2.00 in. 1 1/2 in. Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP -0.43 in. wc Open in. wc 0.38 in. wc 0.43 in. wc System/Unit Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Inlet-01 Velgrid EG 24x24 4 - 2775 2671 2671 96 Totals: - - - - 2775 2671 2671 96 - Neudorfer Engineers, Inc. Page 128 of 130 Neudorfer Engineers. Inc Consulting [ncrn‘ors Seattle Portland .#4 rreue,IrterE,gin corn Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-C137 AREA: Holding C136 & C137 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Fan Speed Greenheck G-123-V6-4-X 16042712 Clockwise Downblast Direct Drive 10 Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps T1 315 CFM 250 CFM 1603 RPM 121 Volts 1.30 Amps Log: Tested By: Dwight Hammack Date: 8/10/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor VARI-GREEN 1/4 HP 300-1750 RPM 115/208-230/277 Volts 1 60 Hz 2.85/1.7/1.5 Amps 1.25 Test Pressures Fan Suction SP Fan Discharge SP Design External SP Actual External SP ] in. wc Open in. wc 0.50 in, wc ] in. wc EF-C137 EF-C137 8/10/2020 Dwight Hammack 8/10/2020 Dwight Hammack The motor was adjusted to highest speed (1) The volume damper is full open. EF-C137 Exhaust 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 C138 Flowhood G-6 8"x6" 1 - 175 120 145 83 Inlet-02 C137 Flowhood G-6 8"x6" 1 - 140 55 105 75 (1) Totals: - - - - - 315 175 250 79 Neudorfer Engineers, Inc. Page 129 of 130 Neudorfer Engineers. Inc. Con5u11 rig Engineers Seattle Portland Fan Unit PROJECT: Tukwila Justice Center LOCATION: Tukwila, WA PROJECT #: 2019-0609 DATE: 8/11/2020 CONTACT: Dave BenMaor AUTHOR: SYSTEM/UNIT: EF-C140 AREA: WC C140 Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck G-095-VG-6-X 16042711 Clockwise Downblast Direct Drive Test Data Total Design Flow Total Actual Flow Fan RPM Design Motor Volts T1-T2 Motor Amps Ti 50 CFM 55 CFM 1286 RPM 119 Volts 0.40 Amps EF-C140 Exhaust Inlet Summary Tested By: Dwight Hammack Date: 8/7/2020 Motor Data Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps VARI-GREEN 1/6 HP 350-1750 RPM 115/208-230/277 Volts 1 60 Hz 2.3/1.5/1.2 Amps Test Pressures Fan Discharge SP Design External SP Open in. wc 0.25 in. we 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 C140 Flowhood G-2 12"x12" 1 50 40 55 110 Totals: - - - - - 50 40 55 110 - Neudorfer Engineers, Inc, Page 130 of 130 N B Submittal No.: 03 - 230548 - 2 Due Date: 3/16/2020 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 021.100 Date: March 02, 2020 Submitted To: City of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 Phone: Fax: Description: Subcontractor: Submitted By: Brenna Christensen BNBuilders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Phone: 206.382.3443 Fax: 206.382.3440 Seismic Restraint Deferred Submittal Mechanical BN Builders, Inc. (Rev. 1) Item Qty Status Comments Seismic Restraint Calculations 1 Submitted Deferred Submittal Package Notes: ON —171 Li This review and notations noted during this review does not in any way relieve the subcontractor or supplier of their responsibilities for compliance with the contract documents Deviations/variances. if allowed, must be clearly identified and requested to be considered Also the subcontractor or supplier is responsible for verification and accuracy of the details, quantities and dimensions coordination of their equipmen materials and installation with all affected work and related subcontractors/suppliers, particularly with specific emphasis on deviations/variations. Brenna Christensen Date Revie r's FOR CODE COMPLIANCE APPROVED APR 22 2020 City of Tukwila BUILDING DIVISION 1119 • RECEIVED CITY OF TUKWILA MAR 02 2020 PERMIT CENTER 0417 Reviewer Signature Date DLR Group DLR Group Submittal Transmittal PROJECT: City of Tukwila Justice Center DATE SENT: 2/18/2020 73-17158-00 SUBJECT: 03-230548-1 - Seismic Restraint SUBMITTALID: 03-230548-1 Deferred Submittal Rev. 1 TYPE: Submittal TRANSMITTAL ID: 01982 PURPOSE: SPEC SECTION: FROM Reviewed 230548 VIA: Info Exchange _ NAME T COMPANY EMAIL PHONE 4- —4- 206-461- Sabrina Ames DLR Group sames@dlrgroup.com 6094x73-6094 TO NAME Bill Brown REMARKS: COMPANY BNBuilders EMAIL PHONE bill.brown@bnbuilders.c 206-382-3443 om Response (Reviewed) from: Erik Lofthus (KPFF Consulting Engineers (WA)) Remarks: Reviewed submittal is attached. „ Erik Lofthus KPFF 2/18/20 A.t,"4'.. • :4 .1'; • t CONTENTS QUANTITY: 1 DATED: 2/13/2020 NUMBER: 01;t,RT-F,;-!°0171-ic' 03-230548-1 - Seismic Restraint Deferred Submittal Rev. 115 ACTION: REMARKS: COP• TO: Bill Brpwrt • Brenna Christensen Ephram Harsh I rA (BNIBtAilder4 (BNBuilders) (BNBuilders) Page 1 of 2 Ethan Bernau (Shiels Obletz Johnsen) Geri Urbas (BNBuilders) Jeff Clark (BNBuilders) Sabrina Ames (DLR Group) Steven Schmitz (DLR Group) Michelle Javan (DLR Group) Submittal Transmittal DATE: 2/18/2020 ID: 01982 Page 2 of 2 B N B Submittal No.: 03 - 230548 - 1 Due Date: 2/26/2020 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: February 12, 2020 Submitted To:Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Phone: 206.461.6000 Fax: 206.461.6049 Description: Subcontractor Submitted By: Brenna Christensen BNBuilders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Phone: 206.382.3443 Fax: 206.382.3440 Seismic Restraint Deferred Submittal Mechanical BN Builders, Inc. (Rev. 1) Item Qty Status Comments Seismic Restraint Calculations 1 Submitted Deferred Submittal Package Notes: This review and notations noted during this review does not in any way relieve the subcontractor or supplier of their responsibilities for compliance with the contract documents Deviations/variances, if allowed, must be clearly identified and reauested to be considered Also the subcontractor or supplier is responsible for verification and accuracy of the details, quantities and dimensions coordination of their equipmen materials and installation with all affected work and related subcontractors/suppliers, particularly with specific emphasis on deviations/variations. Reviewer's General Comments: DEFERRED SUBMITTAL REVIEW THIS DOCUMENT HAS BEEN REVIEWED FOR GENERAL COMPATIBILITY WITH DESIGN CONCEPT. KPFF'S REVIEW IS LIMITED TO CONFIRMATION THAT THE STRUCTURAL DESIGN CRITERIA OF THE BIDDER -DESIGNED ELEMENTS AND THE LOADS IMPARTED BY THE BIDDER -DESIGNED STRUCTURAL ELEMENTS DESCRIBED IN THIS SUBMITTAL ARE CONSISTENT WITH KPFF'S DESIGN OF THE BUILDING STRUCTURE. BIDDER -SUBMITTED CALCULATIONS AND ENGINEERING DESIGN HAVE NOT BEEN REVIEWED BY KPFF, THE FOLLOWING IS NOTED: 0 NO ENGINEER'S SEAL PROVIDED 0 NO LOADS PROVIDED IN SUBMITTAL CI NO CALCULATIONS SUBMITTED THE SUBMITTAL IS RETURNED: le NO EXCEPTIONS CI REVISE AS NOTED CI REVISE AND RESUBMIT 0 REJECTED BY erikl DATE 02J18/2020 Brenna Christensen Date Reviewer Signature Date PIRAMEDE CONSULTING ENGINEERS, INC. CIVIL• STRUCTURAL • SEISMIC • TILT -UP 12808 W AIRPORT 8LVD, SUITE 32SC, SUGAR LAND, IX 77478 1(832) 500-4459 I F(832) 532-7957 1 WWW.PIRAMEDE.COM SEISMIC RESTRAINT SUBMITTAL PROJECT: Tukwila Justice Center LOCATION: -- Seattle, WA 98188 REP.: Air Control, Inc. P.O.: 9120-DE (Add 1) CUSTOMER: Johansen Mech. P.O.: -- APPLICABLE BUILDING CODE: 2015 IBC PROJECT SPECIFICATION: REFERENCE TRANSMITTALS: None INCLUDED SHEETS: 1 - 31 PROJECT NO. 15623 TRANSMITTAL NO. 1 BY GB/BLS DATE 2/10/20 REVISION. NO. 1 The following report has been performed for compliance with the applicable building codes and project specifications.This report reflects information received and reviewed for seismic restraint as of date shown. 2/10/20 PIRAMEDE CONSULTING ENGINEERS, INC, CIVIL• SIRUCIURAL • SEISMIC • IILI-UP 12808 W AIRPORT BLVD, SUITE 325C, SUGAR LAND, IX 77478 T(832) 500 44591 I(83!) 532 7954 1 WWW.PIRAML DE.COM Bubacarr L. Samateh, P. E. Washington License Number 52559 PIRAMEDE CONSULTING ENGINEERS, INC. I CIVIL I STRUCTURAL 1 SEISMIC I T1LT-UP PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 3 CUSTOMER Johansen Mech. BY GB/BLS DATE 2/10/2020 CHECKED BLS DATE 2/10/2020 Table of Contents: Section Description Page Cover Page 1 II Stamp Sheet 2 III Table of Contents 3 IV Schedule 4 V Purpose 5 VI Project Scope 5 VII Summary of Critical Assumptions and Directive Statements 5 VIII Strategy and Assumptions 6 IX Allowable Loads 7 X Seismic Input Loads 8 XI Analysis Methodology 9 - 10 XII Equipment Tags: 1) CHRV-A1-1 11 12 Seismic Calculation 2) CHRV-A1-2, 3 13 14 Seismic Calculation 3) Ducted VRF 15 - 16 Seismic Calculation 4) EF-A119 17 - 18 Seismic Calculation 5) CU-AC-A107, 209, 113, 224, 225, 19 - 21 B107, B120, C128, 129, 132 Seismic Calculation XIII Isolator/Restraint Designation and Details 22 - 23 XIV Cable Restraint / Bracket Schedule 24 - 25 XV Isolator Details 26 - 30 XVI Back Cover 31 SEISMIC RESTRAINT SCHEDULE R.' S 3 Page # Tag Qty Mft. Model Weight IP . Attachment Method Isolator System Seismic Festralltt, Seismic Anchorag Qty P$r Togs Model .. ,..Rgf" Qh/ Tag Model Per Tad Model 1 11 to 12 CHRV-A1-1 1 LIFEBREAT H 1200FD 335 Ibs 1.5 1.0 Suspended (Concrete/ Steel) 4 HRSA-1C-100 2 4 LRC-36-B32 SB-250 4 Anchor: Hilti KB TZ Dia.: 1/2" Embed: See pg 12 Edge: - Conc.: - 2 13 to 14 GHRV Al 2, 3 2 LIFEBREAT H 2O00IFD- 460 870 Ibs 1.5 1.0 Suspended (Concrete/ Steel) 4 HRSA-1C-250 4 8 LRC 36 632 SB-250 4 Anchor: Hilti KB TZ Dia.: 1/2 Embed: See pg 14 Edge: - Conc.: - 3 15 to 16 Ducted VRF 48 MITSUBISHI PEFY- P36NMAU-E3 PLFY- PO5NFMU-E 86 Ibs 1.5 1,0 Suspended (Concrete/ Steel) 4 HR-A-35 2 4 LRC-18-610 SB-125 4 Anchor: Hilti KB TZ Dia.: 1/2" Embed: See pg 16 Edge: - Conc.: - 4 17 to 18 EF-A119 2 GREENHEC K SQ 90 VG 51 Ibs 1.5 1.0 Suspended (Concrete/ Steel) 4 HRSA-1B-20 2 4 LRC-18-B10 SB 125 4 Anchor: Hilti KB TZ Dia.. 1/2" Embed: See pg 18 Edge: - Conc.: - 5 19 to 21 CU-AC-A107, 209, 113, 224, 225, B120, C128,129, 132, B107 10 MITSUBISHI PUY- A36NKA7 243 Ibs 1.5 1.0 Floor Mounted (Concrete) 4 RVD-1-B - Bolt Down 8 Anchor: Hilti KB TZ Dia.: 1/2" Embed: 2 Edge: 4 Conc.: 3000 psi NO. REVISION BY DATE PIRAM[DE coMsan>tsrIIslarres.INC. PROJECT Tukwila Justice Center PROJECT NO. 15623 BY GB/BLS DATE 2/10/2020 REVISION NO. 0 CUSTOMER Johansen Mech. LOCATION — CHECKED GB/BLS DATE 2/10/2020 PAGE NO. 4 I am I S tUt1UUt I SWSMIC I HRb@ I PIRAMEDE CONSULTING ENGINEERS. INC I CIVIL I STRUCTURAL I SEISMIC TILT -UP PROJECT Tukwila Justice Center CUSTOMER Johansen Mech. 9. PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 5 BY GB/BLS DATE 2/10/2020 CHECKED BLS DATE 2/10/2020 V. PURPOSE: The purpose of the following report is to verify that the seismic/wind restraints recommended by Piramede Engineers, Inc. will safely accept loads resulting from seismic/wind forces and normal operating loads based on the applicable building code and/or project specifications listed on the title page or standard industry practice when specifications are not available. VI. SCOPE: This report covers only engineering recommendations provided by Piramede Engineers, Inc. for equipment listed in the schedule and only includes seismic/wind restraints related to such equipment. The structural engineer of record must verify the adequacy of the superstructure or substructure to which the specified equipment and hardware are attached. The structure must withstand the seismic loads applied at restraint locations. The following report has been performed for compliance with the applicable building codes and the job specification listed on title page or standard industry practice when specification is not available. If there are any specifications or information that supersede the assumptions made herein, this analysis may be invalid, and Piramede Engineers, Inc. must be notified for review of changes. VII. SUMMARY OF CRITICAL ASSUMPTIONS AND DIRECTIVE STATEMENTS: 1. This analysis does not certify that the concrete housekeeping pads, building structure, isolated or restrained equipment, or any other attached equipment, such as piping or ductwork, is capable of handling the applied seismic loads. All mounting supports, brackets, or other means of attachment must be independently certified. 2. Weight and dimensional data was provided by the customer. Information not provided for in the job specification must be verified by the building engineer. The values used in this analysis should be verified. If they vary, disregard these recommendations and notify Piramede Engineers, Inc. of the changes. 3. All accessory attachments (pipe, conduit, etc.) to the equipment shall be attached in a manner that allows relative motion (flex, swing joint/elbow, etc.) to prevent failure due to differential movement between the equipment and attached accessory caused by seismic/wind loading on the system. 4. Unless noted on the drawings, all drawings in this report are considered not to scale. PIRAMEDE CONSULTING ENGINEERS, INC. I CIVIL I STRUCTURAL I SEISMIC I TILT -UP I PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 6 CUSTOMER Johansen Mech. BY GB/BLS DATE 2/10/2020 CHECKED BLS DATE 2/10/2020 VII. SUMMARY OF CRITICAL ASSUMPTIONS AND DIRECTIVE STATEMENTS CONT.: 5. All housekeeping pads must be properly dowelled and reinforced by others to carry the dead weight and any seismic/wind loads. 6. When several pieces of equipment are installed identically, the most critical one is analyzed. 7. When installing concrete expansion anchors, they must be torqued to manufacturer recommended settings to ensure maximum holding capacity in the concrete. Observe concrete edge distance and anchor spacing limitations as expressed by the anchor manufacturer or ICC-ES rating publication. For anchors installed in the underside of the slab, embedment depth must be at least one half of the slab thickness to ensure the anchor is embedded in the compression zone of the slab. 8. If isolators are used, the structure supporting the isolators must have a stiffness ten (10) times that of the isolator spring or three (3) times the natural frequency of the isolators. The equipment itself and any steel structure between the equipment and the isolators are considered rigid for calculation purposes. VIII. STRATEGY AND ASSUMPTIONS: For the purposes of this analysis, it must be assumed that the building and its internal structure have been designed to perform as required by the adopted building code in response to an earthquake and remain intact and functioning after such an event. Per code the equipment must be restrained and not break away from its supports during an earthquake. The forces acting on a piece of equipment are the vertical and lateral forces resulting from the earthquake, the force of gravity, and the forces at the restraints that hold the equipment in place. The analysis assumes that the equipment does not move beyond the restraints during the earthquake. The acceleration at its center of gravity generate forces that must be balanced by reactions at the restraints. The code allows equipment to be analyzed as though it were a rigid component; however, factors (ap, Rp) are applied within the computation to address flexibility issues for particular equipment types or flexible mounting arrangements. Given the above, the problem can be reduced to a static analysis, and code specified static equivalent seismic force will be used. The forces acting on the restraints include both shear and tensile components. The application direction of the lateral seismic acceleration can vary and is unknown. Depending on its direction, it is likely that not all of the restraints will be affected or share the load equally. This report will determine the worst case combination of forces at all restraint points for any possible direction that the acceleration can follow to ensure that the restraints are adequate. PIRAMEDE CONSULT N6 EN6INEERS. INC. I CIVIL I STRUCTURAL 1 SEISMIC I TILT -UP I PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 7 CUSTOMER Johansen Mech. BY _ GB/BLS DATE 2/10/2020 CHECKED BLS DATE 2/10/2020 VIII. STRATEGY AND ASSUMPTIONS CONT.: It is assumed that the equipment is design to be strong enough to transfer the load path from its center of gravity to the restraint connection points without failure. Under some instances (particularly those relating to life support issues in hospital settings) newer code requirements indicate that critical equipment must be seismically qualified to ensure its continued operation during and after a seismic event. Special care must be taken in these situations to ensure that the equipment has been certified to meet the maximum anticipated seismic load. IX. ALLOWABLE LOADS: Unless otherwise specified, allowable bolt loads are per the Manual of Steel Construction - AISC 14th Edition. All concrete is assumed to be 3000 psi minimum compressive strength. For all products and Cable Kits: Ratings are per manufacturer published capacity data. Piramede Engineers, Inc. cannot be responsible for any erroneous information in any manufacturer information. For Concrete Anchors: Ratings are per ICC ESR reports. NOTE: All product brands listed in this report are trademarks of their respective manufacturers. Piramede Engineers, Inc. is an engineering services company and does not manufacture or supply any products. All products are specified according to generally accepted engineering practice. P1RAMEDE CQNSULILNi ENGINEERS. INC, 1 CIVIL I STRUCTURAL I SEISMIC 1 TILT -UP PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO, 0 PAGE NO. 8 CUSTOMER Johansen Mech. BY GB/BLS DATE 2/10/2020 CHECKED BLS DATE 2/10/2020 X. SEISMIC INPUT FORCES: These calculations certify that the specified hardware, when properly installed, are capable of safely supporting a maximum seismic load based upon the LRFD load combinations from ASCE-7: 1.2D (+/-) 1.0E (Sec. 2.3.2 Eq. 5) 0.9D (+/-) 1.0E (Sec. 2.3.2 Eq. 7) Where: E = pQE (+/-) 0.2SpsD (Eq. 12.4-3, 12.4-4) p = Reliability factor: taken as 1.0 for mechanical and electrical components (Sec. 12.3.4.1.3) QE = horizontal seismic force FP (Eq. 13.3-1) Sps = Design spectral response (Sec. 11.4.4) D = Dead load 0.2S0sD is taken in vertical direction (Eq. 12.4-4) Final Seismic Loading Conditions: 1: Vertical Load (Pz) = (1.2 + 1.0*0.2*SDs)*Wp Horizontal Load (Px) = 0.7*Fp 2: Vertical Load (Pz) = (0.9 - 1.0*0.2*Sps)*Wp Horizontal Load (Px) = 0.7*Fp Horizontal Seismic Force per equation 13.3-1: Fp = 0.4*ap*Sm*(1+2(z/h)*Wp (Rp/lp) Where: ap = Attachment amplification factor (Table 13.6-1) Sips = Design Spectral Response Acceleration at short period (Sec. 11.4.4) Sms = Maximum Earthquake Spectral Response Acceleration for Short Period (Sec. 11.4.1) Fa = Site Coefficient (Sec. 11.4; Use "D" if unknown) Ss = Mapped Spectral Acceleration for Short Period (Sec. 11.4.1) z = Height of the equipment attachment to structure. h = Average Roof Height Rp = Component Response Modification Factor (Table 13.6-1) 1p = Component Importance Factor (Sec. 13.1.3) Wp = The operating weight of the system And: Sps = (2/3)*Sms SMS = Fa*SS PIRAMEDE CONSULTING EN6INURS, INC. 1 CIVIL STRUCTURAL SEISMIC TILT -UP I PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 9 CUSTOMER Johansen Mech, BY GB/BLS DATE 2/10/2020 CHECKED BLS DATE 2/10/2020 XI, ANALYSIS METHODOLOGY: Calculations in the following spreadsheets follow the procedures outlined in ASCE-7 as prescribed by The International Building Code (IBC). Moments are taken about the center of the restraints to create the free body diagram of the equipment, yielding the maximum reaction loads. The equipment is assumed to be rigid. The calculations use the dimensions shown below. A) FLOOR MOUNTED EQUIPMENT: CONCEPT DRAWING Phy END ELEVATION Ycg Y 0 Ph RESTRAINT LOCATIONS CENTER OF GRAVITY Hz- CENTER OF RESTRAINTS Ycr hcg z o 1—* Xcg Xcr x o PLAN VIEW Phx vi Xcg x = o SIDE ELEVATION PIRAMEDE CONSUL NEERS. INC. I CIVIL I STRUCTURAL 1 SEISMIC I TILT -UP I PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 10 CUSTOMER Johansen Mech. BY GB/BLS DATE 2/10/2020 CHECKED BLS DATE 2/10/2020 XI. ANALYSIS METHODOLOGY CONT.: B) SUSPENDED EQUIPMENT: PLAN VIEW SECTION A - A PIRAMEDE ((INSWING ENGINEERS, INC. I CIVIL I STRUCTURAL I SEISMIC 1 TILT -UP I PROJECT PROJECT NO. REVISION NO. PAGE NO. Tukwila Justice Center 15623 11 CUSTOMER BY DATE CHECKED DATE Johansen Mech, GB/BLS 2/10/2020 GB/BLS 2/10/2020 Suspended Equipment Calculate Seismic Load Seismic Force Imput Data Calculated Horizontal g's Occupancy P1 ap. 2.6 ,_. z/h,.._ t;(1 Min. Limit Actual (Fp/Wp) Max. Limit Horz g's Site Class 0 Rp: 2.0 LRFD • 0.45 2.23 2.38 2.23 Ss. 1.486 1p. 1.5 ASD ° Weight Factor Seismic Factor Vert g's Cable See Table Load Combination 1: 0,91 0.70 Restraint LRC Bracket sB Anchor Below Load Combination 2: 1.2 1.40 From Tables SOS Calculated SDC Fa, 1.00 0.991 D Tension In Cable = Fp/Cos &V; Cable Strength = Ft , Intel -motion = T/Ft TABLE 1 - Select Cable Restraint TAG Manuf. Model Weight L W H Fp Tension (T) Cable Ft T/Ft (51.0) CHRV-A1-1 LIFEBREATH 1200FD 335 Ibs 42.0" 33.3" 32.3" 747.0 # 1302 1 # GREEN 2667 0,5 STRUCTURAL ROOF SUPPORT VIBRATION ISOLATOR (WHERE REQUIRED) ROD STIFFENER (WHERE REQUIRED) HANGER ROD i. 11 .. 4, : /—W ANCHOR BOLT (SEE NEXT PAGE) (CONNECTION TO STRUCTURE) TE NSI , T PREASSEMBLED STAKE EYE SEISMIC CABLE RESTRAINT 45'(±10" (TABLE ABOVE) !!'55 BRACKET (CONNECTION TO BRACED COMPONENT) SIDE VIEW - SEISMIC RESTRAINT NOTE: ALL MATERIALS FURNISHED AND INSTALLED BY OTHERS REV. NO BY DESCRIPTION DATE PIRAMEDE CONSULT' I CIVIL I STRUCTURAL I INFERS, INC. C j TILT -UP I PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 12 CUSTOMER Johansen Mech. BY GB/BLS DATE 2/10/2020 CHECKED BLS DATE 2/10/2020 Attachment of SB-250 with 3/16" (Green) Cable to Concrete/Steel or Wood T�9 Tension, T (Worst Case) CHRV-A1-1 1302 Ibs STRUCTURAL SUPPORT (CONCRETE/STEEL) ANCHOR BOLT (SEE TABLE BELOW) PREASSEMBLED STAKE EYE (SEE TABLE BELOW) CABLE SB-250 With LRC 1/2" Stake Eye Anchor Hilti KB TZ Hilti HY 200 A307 Lag Bolt Diameter 1/2" 1/2" 1/2" 1/2" Embedment 3 1/4" 4" Bolted to Steel 8" Slab/Wood Depth 6" 6" - 10" Anchor Allowable 2396 Ibs 2342 Ibs 4950 Ibs 2174 Ibs Maximum Loading (From above) 1302 Ibs 1302 Ibs 1302 Ibs 1302 Ibs Interaction 0.54 0.56 0.26 0.60 NOTE: Only those achors with interaction values less than or equal to 1.00 above may be used to attach seismic cables to structure. • PIRAMEDE CONSIATIN6 ENGINEERS, INC. I CIVIL I STRUCTURAL I SEISMIC I TILT -UP I PROJECT PROJECT NO. REVISION NO. PAGE NO. Tukwila Justice Center 15623 0 13 CUSTOMER BY DATE CHECKED DATE Johansen Mech. BLS 2/10/2020 BLS 2/10/2020 Calculate Seismic Load for Suspended Equipment Seismic Force Imput Data Calculated Horizontal g's Occupancy IV ap. Z5 z{h= Q:; Min. Limit Actual (Fp/Wp) Max. Limit Horz g's Site Class D Rp_ 2Ci LRFD • 0.45 2.23 2.38 2.23 Ss= 1.488 Ip. 15 ASO Load Combination 1: Load Combination 2: Weigh) Factor SFactar Vert g's Cable Restraint LRC Bracket SB Anchor See Table Below 0.9 1 0.70 1.2 1.40 From Tables S Calculated SDC Tension in Cable = Fp/Cos 55° ; Cable Strength = Ft ; interraction = T/Ft Fa= 1.00 0.991 D TABLE 1 - Select Cable Restraint (8 Cables} TAG Manuf. Model Weight L W H Fp Tension Per Cable Cable Ft T/Ft (S1.0) CHRV- A1-2, 3 LIFEBREATH 2O001FD- 460 8701bs 66.8" 57.3" 39.0" 1939.9# 1690.8# GREEN 2667 0.6 STRUCTURAL ROOF SUPPORT ,/ 7%.'/ .. i .,' ' ',fJ ., '. ' %: VIBRATION ISOLATOR (WHERE REQUIREO) ROD STIFFENER (WHERE REQUIRED) HANGER ROD ANCHOR BOLT (SEE NEXT PAGE) (CONNECTION TO STRUCTURE) TENSION. T f PREASSEMBLEO STAKE EYE SEISMIC CABLE RESTRAINT 451±10') {TABLE ABOVE) - SB BRACKET (CONNECTION TO BRACED COMPONENT) SIDE VIEW - SEISMIC RESTRAINT NOTE: ALL MATERIALS FURNISHED AND INSTALLED BY OTHERS REV. NO BY DESCRIPTION DATE ■ PIRAMEDE CONSULIIN6 ENGINEERS. INC. I CIVIL STRUCTURAL I SEISMIC 1 TILT•UP I PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 14 CUSTOMER Johansen Mech. BY GB/BLS DATE 2/10/2020 CHECKED BLS DATE 2/10/2020 Attachment of SB-250 with 3/16" (Green) Cable to Concrete/Steel or Wood Tension, T (Worst Case) CHRV-A1-2, 3 1691 Ibs STRUCTURAL SUPPORT (CONCRETE/STEEL) ANCHOR BOLT (SEE TABLE BELOW) PREASSEMBLED STAKE EYE (SEE TABLE BELOW) CABLE SB-250 With LRC 1/2" Stake Eye Anchor Hilti KB TZ Hilti HY 200 A307 Lag Bolt Diameter 1/2" 1/2" 1/2" 1/2" Embedment 3 1/4" 4" Bolted to Steel 8" Slab/Wood Depth 6" 6" - 10" Anchor Allowable 2396 lbs 2342 Ibs 4950 Ibs 2174 Ibs Maximum Loading (From above) 1691 Ibs 1691 Ibs 1691 lbs 1691 Ibs Interaction 0.71 0.72 0.34 0.78 NOTE: Only those to structure. chors with interaction values Tess than or equal to 1.00 above may be used to attach seismic cables PIRAMEDE CONSULTING ENGINEERS. INC. CIVIL I STRUCTURAL I SEISMIC I TILT -UP I PROJECT PROJECT NO. REVISION NO. PAGE NO. Tukwila Justice Center 15623 15 CUSTOMER BY DATE CHECKED DATE Johansen Mech. GB/BLS 2/10/2020 GB/BLS 211 0/2020 Suspended Equipment Calculate Seismic Load Seismic Force Imput Data Calculated Horizontal g's Occupancy IV aP. , . 1.Q , Min. Limit Actual (Fp/Wp) Max. Limit Horz g's Site Class ' el' Rp. ' '431 ' LRFD. 0 0.45 2.23 2.38 2.23 Ss. 1.486 1p. 1.5 ASD Load Combination 1: Load Combination 2: Seismic Weight Factor Factor Vert g's Cable Restraint LRC Bracket SB Anchor See Table Below 0.9 0.70 12 1 1,40 From Tables Sips Calculated SDC Tension in Cable = Fp/Cos 55°: Cable Strength = Ft ; Interraction = T/FI Fa. 1.00 0.991 D TABLE 1 - Select Cable Restraint TAG Manuf. Model Weight L W H Fp Tension (T) Cable Ft T/Ft (51.0) Ducted VRF MITSUBISHI PEFY- P36NMAU- E3 86 lbs 55.1" 28.9" 9.9" 191.8 # 334.3 # GOLD 600 0.6 STRUCTURAL ROOF SUPPORT 7 VIBRATION ISOLATOR ---N (WHERE REOUPRED) . ROD STIFFENER (WHERE REOUIRED) HANGER ROO 1 - " I . ' ANCHOR BOLT (SEE NEXT PAGE) (CONNECTION TO STRUCTURE) i TENSION. T PREASSEMBLED STAKE EYE , SEISMIC CABLE RESTRAINT 45*(110 (TABLE ABOVE) BRACKET (CONNECTION TO BRACED COMPONENT) SIDE VIEW - SEISMIC RESTRAINT NOTE: ALL MATERIALS FURNISHED AND INSTALLED BY OTHERS REV, NO BY DESCRIPTION DATE PIRAMEDE CONSULTING EN6INEUS, INC, I CIVIL I STRUCTURAL I SEISMIC TtLT•UP I PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 16 CUSTOMER Johansen Mech. BY GB/BLS DATE 2/10/2020 CHECKED GB/BLS DATE 2/10/2020 Attachment of SB-125 with 1/8" (Orange) Cable to Concrete/Steel or Wood Tension, T (Worst Case) Ducted VRF 334 Ibs STRUCTURAL SUPPORT (CONCRETE/STEEL) ANCHOR BOLT (SEE TABLE BELOW) PREASSEMBLED STAKE EYE (SEE TABLE BELOW) CABLE SB-125 With LRC 112" Stake Eye Anchor Hilti KB TZ Hilti HY 200 A307 Lag Bolt Diameter 1/2" 1/2" 1/2" 1/2" Embedment 2" 2 3/4" Bolted to Steel 4 1/2" Slab/Wood Depth 4" 4" - 6" Anchor Allowable 1220 Ibs 1740 Ibs 4950 Ibs 1175 Ibs Maximum Loading (From above) 334 Ibs 334 Ibs 334 Ibs 334 Ibs Interaction 0.27 0.19 0.07 0.28 NOTE: Only those achors with interaction values less than or equal to 1.00 above may be used to attach seismic cables to structure. PIRAMEDE CONSULTING ENGINEERS. INC. I CIVIL I STRUCTURAL I SEISMIC I TILT -UP I PROJECT PROJECT NO. REVISION NO. PAGE NO. Tukwila Justice Center 15623 17 CUSTOMER BY DATE CHECKED DATE Johansen Mech. GB/BLS 2/10/2020 GB/BLS 2/10/2020 Suspended Equipment Calculate Seismic Load Seismic Force Imput Data Calculated Horizontal g's Occupancy ap. z/h...- 1,0 , Min. Limit Actual (FpNVp) Max. Limit Horz g's Site Class Rp. - 2.0 ' LRFD • 0.45 2.23 2.38 2.23 Ss. 1.486 1p. 1.5 ASD ° Load Combination 1: Load Combination 2: Seismic Weight Factor Factor Vert g's Cable Restraint LRC Bracket SB Anchor See Table Below .4 0.9 1 0.70 1.2 1.40 From Tables Sps Calculated SDC Tension in Cable = Fp/Cos 55° ; Cable Strength = Ft ; Interraction = T/Ft Fa. 1.00 0.991 D TABLE 1 - Select Cable Restraint TAG Manuf. Model Weight L W H Fp Tension (T) Cable Ft T/Ft (51.0) EF-A119 GREENHECK SQ-90-VG 51 lbs 19.0" 15.0" 15.0" 113.7 # 198.2 # GOLD 600 0.3 STRUCTURAL ROOF SUPPORT , ,,'' r..,,,X.4,4,,,,,f 7, — ,-.. ,,.. 7 ,,, ',' ,, ,r, , ' /i///,'; ',//rA 4 ,/,f', ' < VIBRATION ISOLATOR (WHERE REQUIRED) ROD STIFFENER (WHERE REQUIRED) HANGER ROD 1PREASSEMBLED - Iwo ANCHOR BOLT (SEE NEXT PAGE) TENS. T (CONNECTION TO STRUCTURE) STAKE EYE SEISMIC CABLE RESTRAINT 45'410' (TABLE ABOVE) SB BRACKET (CONNECTION TO BRACED COMPONENT) SIDE VIEW - SEISMIC RESTRAINT NOTE: ALL MATERIALS FURNISHED AND INSTALLED BY OTHERS REV. NO BY DESCRIPTION DATE ■ PIRAMEDE CONSULTING ENGINEERS, INC. I CIVIL I STRUCTURAL I SEISMIC I TILI-UP I PROJECT Tukwila Justice Center PROJECT NO. 15623 REVISION NO. 0 PAGE NO. 18 CUSTOMER Johansen Mech. BY GB/BLS DATE 2/10/2020 CHECKED GB/BLS DATE 2/10/2020 Attachment of SB-125 with 1/8" (Orange) Cable to Concrete/Steel or Wood Tao Tension, T (Worst Case) EF-A119 198 Ibs STRUCTURAL SUPPORT (CONCRETE/STEEL) ANCHOR BOLT (SEE TABLE BELOW) PREASSEMBLED STAKE EYE (SEE TABLE BELOW) CABLE SB-125 With LRC 1/2" Stake Eye Anchor Hilti KB TZ Hilti HY 200 A307 Lag Bolt Diameter 1/2" 1/2" 1/2" 1/2" Embedment 2" 2 3/4" Bolted to Steel 4 1/2" Slab/Wood Depth 4" 4" - 6" Anchor Allowable 1220 Ibs 1740 Ibs 4950 Ibs 1175 Ibs Maximum Loading (From above) 198 Ibs 198 Ibs 198 Ibs 198 Ibs Interaction 0.16 0.11 0.04 0.17 NOTE: Only those achors with interaction values less than or equal to 1.00 above may be used to attach seismic cables to structure. PIRAMEDE CO Su 6 , INC I CIVIL I 51110(11.11A I( PROJECT PROJECT NO. REVISION NO. PAGE NO. Tukwila Justice Center 15623 0 19 CUSTOMER BY DATE CHECKED DATE Johansen Mech. GB/13LS 2/10/2020 BLS 2/10/2020 Floor Mounted Equipment (Concrete) Calculate Seismic Load at Most Critical Restraint Location Tags: CU-AC-A107, 209, 113, 224, 225, 8107, B120, C128, 129, 132 Seismic Force Imput Data Calculated Horizontal g's Occupancy IV ap. , 2. z/h. 1.0 Min. Limit Actual (FpNVp) Max. Limit Site Class' 0 Rp. 2.0 LRFD 0.45 2.23 2.38 Ss. 1.480 p. 1.5 ASO 0 Weight Factor Seismic Factor From Tables Cato, Seismic Design Category Load Combination 1: 0.9 Fa. 1.00 S. 0.991 D Load Combination 2: 1.2 Principal Axis Calculation Input Data Calculated Loads W Xcg Ycs Hcghorz s Php Pz Max I Pz Min 243 ft i 40.8' 15,4" 55.8' 2.23 0.70 1,40 542 # 1714 . 3404 Restraint Locations ly1 lx1 Ixy J1 Overturning Loads (Fp Only) Rigid Weight Distnbution Overtuming Loads (Fv and W) X Y (X-Xcr)2 (Y-Ycr)2 (X-Xcrr (Y-Ycr) r2 P ot (Tens = -) Static 1,0 g Vert Max Vert Min Vert - OW 625 238 385 863 259 # 61 # 301 # 344 # at* &OW 625 238 -385 863 576 # 61 # 619 # 661 # MTh" ..3�f 625 238 385 863 -259 # 61 # -216 N -174 # 625 238 -385 863 -576 # 61 # -534 # -491 # e Center or of Restraints 43.75" 15.42' ly total 2500.0 Ix total 950.5 Ixy total 0.0 J total 3450.5 0 # 243 # 0 171 0 340 0 Cx Cy 25.015.4" # Vertical Restraints 4 # Horizontal Restraints Theta (CW off +y axis) Tan@ -0.617 r max 29.4" 4 148.3 deg 0.553 rad Max Reactions Per Location Factor load by 1.3 for concrete analysis (ASCE 7) Allowable Loads (See Next Page) (T/Ftailow) + (WFv.0„,„,) MUST BE < 1.33 = 0.46 Comp (Max Vert) = 661 # Tension (Min Vert) = ,k 534 # Pt concrete = 4._ i 694 # Tension (Ft....)= 14a10 Shear = I 136 # Pv concrete = I 176 # Shear (Fv.,..) = 1314 i ACCEPTABLE Isolator Type Number of Isolators RVD-1-B 4 Attachment to Concrete I Anchor Type Hilti KB TZ — ANCHOR BOLT Diameter 1/2" E o TOR BASE--- Number Anchors 8 f? ez.,..„.,.:' 7, of -1 . . f Embedment 2" I PAD EMBEDMENT • " • ' • . : '. ,• . Min. Edge Distance 1 4" THCKNESS 1 • • . . I . 1 • Min. Concrete Strength 3,000 psi 1 Concrete Pad Thickness t 4" min 1-- MN EDGE DISTANCE - CONCRETE PAO NOTE: ALL MATERIALS FURNISHED AND INSTALLED BY OTHERS REV. NO BY DESCRIPTION DATE www.hilti.us Profis Anchor 2.6.3 Company: Specifier: Address: Phone I Fax: E-Mail: Piramede Engineers, Inc. BLS 12808 W Airport Blvd, Sugar Land, TX 77478 (832) 500-4459 Page: Project: Sub -Project I Pos. No.: Date: 20 Tukwila Justice Center CU-AC Units 2/10/2020 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D. E, or F) Geometry [in.] & Loading [lb, in.114 Kwik Bolt TZ - CS 1/2 (2) hef,aci = 2.000 in., hnorn = 2.375 in. Carbon Steel ESR-1917 4/1/201815/1/2019 Design method ACI 318-11 / Mech. eb = 0.000 in. (no stand-off); t = 0,250 in. x I x t = 2.000 in. x 2.000 in. x 0.250 in,: (Recommended plate thickness: not calculated Round bars (AISC); (L x W x T) = 0.063 in. x 0.063 in. x 0.000 in. cracked concrete, 3000, lb = 3000 psi; h = 4.000 in. hammer drilled hole, Installation condition: Dry tension: condition A, shear: condition A; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (D.3.3.4.3 (c)) Shear load: yes (D.3.3.5.3 (h)) A 0 `, X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hill AG, FL-9494 Schaan 111111 is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.6.3 Company: Specifier: Address: Phone I Fax: E-Mail: Piramede Engineers, Inc. BLS 12808 W Airport Blvd, Sugar Land, TX 77478 (832) 500-4459 I Page: Project: Sub -Project I Pos. No.: Date: 21 Tukwila Justice Center CU-AC Units 2/10/2020 2 Proof I Utilization (Governing Cases) Loading Tension Shear Loading Combined tension and shear loads 0.468 0.134 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Proof Concrete Breakout Strength Concrete edge failure in direction y+ Design values [lb] Load Capacity 694 1481 176 1314 Utilization Pv [Vol 47 / / 14 PN f3v Utilization ow" roj 5/3 32 Status OK OK Status OK Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you, Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hitti AG, Schaan PIRAMEDE CONSULTING ENGINEERS. INC. I CIVIL I STRUCTURAL 1 SEISMIC 1 TILT -UP I PROJECT PROJECT NO. REVISION NO. PAGE NO. Tukwila Justice Center 15623 0 22 CUSTOMER BY DATE CHECKED DATE Johansen Mech, GB/BLS 2/10/2020 GB/BLS 2/10/2020 ISOLATION / RESTRAINT DESIGNATION & DETAILS Tags No. of Units Isolator Restraints Layout Loc. Model ,Loa. Model CHRV-A1-1 1 4 HRSA-1C-100 2 4 LRC-36-B32 SB-250 r r4 1 r r , Reference Sheet: 11,12 CHRV-AI-2, 3 2 4 HRSA-1C-250 4 8 LRC-36-B32 SB-250 A., 1-1 11 v Reference Sheet. 13, 14 Ducted VRF 48 4 HR-A-35 2 4 LRC-18-B10 SB-125 III / Reference Sheet: 15, 16 EF-A119 2 4 HRSA-1B-20 2 4 LRC-18-B10 SB-125 ILI il r / Reference Sheet 17,18 ■ PIRAMEDE CONSULTING ENGINEERS. INC. I CIVIL I STRUCTURAL I SEISMIC I TILT•UP I PROJECT PROJECT NO. REVISION NO. PAGE NO. Tukwila Justice Center 15623 0 23 CUSTOMER BY DATE CHECKED DATE Johansen Mech. GB/BLS 2/10/2020 GB/BLS 2/10/2020 ISOLATION / RESTRAINT DESIGNATION & DETAILS Tags No. of Units Isolator Restraints k: Layout Loc, A�c�tleI Loc. Model CU-AC-A107, 209, 113, 224, 225, 6107, B120, C128, 129, 132 10 4 RVD-1-B 8 1/2" Dia. Hilti KB TZ EQUIPMENT BASE FOOTPRINT (4) RVD-1-B ISOLATORS WITH (2) 1/2" DIA. HILT! KB TZ ANCHORS EACH Reference Sheet: 19 - 21 Reference Sheet: Reference Sheet: Reference Sheet: k � ' LRC C4 ,,EiRE‘ HEDULE Mantrfettirt cy (NOTE: All malerals furnished and installed by drii IFIII; STEASSEMBLED AKE EYE END others.) CONNECTION TO STRUCTURE (2) 1 1 ISOLATOR WHERE REQ'D 1.. me MAX Yi SLACK (PULL HAND TIGHT DO NOT TRANSMIT DEAD LOAD) ROD STIFFENER WHERE RECTO � 45'(1) PRESTRETCHED, COLOR COOEO, CERTIFIED BREAK STRENGTH CABLE. NIII ZINC PLATED / COPPER OVAL SLEEVE (FIELD SWAGED) Lill BRACKET CONNECTION TO BRACED COMPONENT (3) SIDE VIEW CABLE RESTRAINT SCHEDULE (TOT.) TOTAL PKG. REQ'D (4) REFERENCE PAGES RESTRAINT DESIGNATION LENGTH (ft)(4) COLOR CODE CABLE SIZE (in) STAKE EYE SIZE (in) STRUCTURAL ATTACHMEN T LEVEL(2) MAXIMU M Ft (Ibs)(2) LRC-12-B03 7 GOLD 3/32 3/8 D 600 100 11, 12, 15, 16, 17, 18 LRC-18-B10 7 ORANGE 1/8 1/2 F 1100 10 13, 14 LRC-36-B32 7 GREEN 3/16 1/2 H 2667 (1) ANGLE MAY VARY FROM 15° TO 60° IN ANY SINGLE PLANE. IF THE ANGLE VARIES IN TWO PLANES. THE CUMULATIVE VARIANCE MUST BE -10' TO +15°. (2) F, IS THE MAXIMUM ALLOWABLE SEISMIC TENSION LOAD PER CAB E ALLOWABLE LOAD IS THE LOWER OF EITHER THE FASTENER TO STRUCTURE OR CABLE. LOAOS BASED ON PRESTRETCHED SEISMIC CABLEJSTAKE EVE ASSEMBLY WITH UNDERWRITERS LABORATORIES LISTED CERTIFIED BREAK STRENGTH. CABLE IS COLOR COOED FOR EASY FIELD VERIFICATION. (3) CONNECT TO BRACED COMPONENT WITH APPROPRIATE SIZE BRACKET. (4) RESTRAINTS ARE TYPICALLY AVALABLE IN 1, 4, 7, 10, AND 13 FOOT FINISHED LENGTHS AND TYPICALLY WCLUDE TWO CABLES PER LRC RESTRAINT PACKAGE. PLEASE CONTACT LOOS AND CO, WC OR APPROPRIATE DISTRIBUTOR FOR DETAILS. (5) CAPABLITY OF STRUCTURAL ELEMENT TO WITHSTAND MAXDAUM Ft MUST BE APPROVED BY STRUCTURAL ENGINEER OF RECORD FOR EACH PROJECT NO. REVISION BY DATE PROJECT Tukwila Justice Center PROJECT NO. 15623 BY GB/BLS DATE 2/10/2020 REVISION NO. 0 E1EAM1Q LOxs01nIILIMIIIw5,nt. CUSTOMER Johansen Mech. LOCATION — CHECKED GB/BLS DATE 2/10/2020 PAGE NO. 24 ) E1I) IRRIPIAL (91IUI(I nIT' 1 SBRACKET SCHEDULE Manufacturer. TM VMC Group (NOTE: All materials furnished and installed by others.} SB BRACKET SCHEDULE (TOT.) TOTAL UNITS REGYD REFERENCE PAGES BRACKET MODEL NUMBER CABLE DIA. (IN.) MIN. DIA. ANCHOR BOLT (IN.) MIN. ANCHOR EMBEDMENT (IN.) MAX LOAD (LBS.) 200 11, 12, 15, 16, 17, 18 SB-125-02 1/8 N/A 1100 20 13, 14 SB-250-01 1/4 N/A 4400 NO. REVISION BY DATE PIRAMEDE CONSULTING ENGINUES. INC. PROJECT Tukwila Justice Center PROJECT NO. 15623 BY GB/BLS DATE 2/10/2020 REVISION NO. 0 CUSTOMER Johansen Mech. LOCATION -- CHECKED GB/BLS DATE 2/10/2020 PAGE NO. 25 I CIVIL I SIAUCTUAAI I SEISMIC 111LT•U► I )35R-10120B REV: 8 I 3/0 OPERATING GAP 1 NOTES: 30 1, HANGER ROOS. NUTS AND WASHERS, AS SHOWN, NOT BY THE VMC GROUP. 2. STANDARD FINISH: HANGER BOX - PAINTED. POWDER COATED OR GALVANI _ED STEEL, SPRING - POWDER COAT. 3. SEISMIC VERTICAL -STOP HARDWARE RE :UIRED FOR SEISMIC APPLICATIONS, NOT BY THE VMC GROUP. INSTALL. WASHER .134 THK, MIN. X 1-3/4 O.D. MIN. WITH RE ,UIRED INSIDE DIAMETER TO ACCOMMODATE ROD 5) E IN USE. THIS CAN BE ACCOMPLISHED BY USING A SINGLE WASHER OR BY STACKING NOT MORE THAN TWO WASHERS. 4. ALL DIMENSIONS IN INCHES. INTERPRET PER ANSI Y14. 5. ALL DIMENSIONS ARE FOR REFERENCE, DIMENSIONS SHOWN AS NOMINAL, 6. ALL SPRINGS ARE DESIGNED WITH MINIMUM 50 OVER -TRAVEL 7, HANGER BOXES ARE AVAILABLE PRE -COMPRESSED UP TO THEIR DESIGNATED MAX. LOAD. PERCENTAGE OF PRE -COMPRESSION TO BE DETERMINED BY ENGINEERED APPLICATION OR AS RE -UESTED BY CUSTOMER. CONSULT FACTORY FOR POSSIBLE ADDITIONAL PARAMETERS AND OR LIMITATIONS, SEISMIC VERTICAL. LIMIT -STOP, NUT AND WASHER, TIGHTEN TOGETHER (SEE NOTE 3) ELASTOMERIC ELEMENT 3/8 MIN AT FREE POSITION 5/8 MAX ROD, NUT AND WASHER (SEE NOTE 1) SPRING LOWER GRc»ET SEISMIC VERTICAL LIMIT -STOP, NUT AND WASHER, TIGHTEN TOGETHER (SEE NOTE 3) REV. DESCRIPTION DATE TYPE HRSA RATED LOAD (LBS) 1C ELASTOMERIC & SPRING ANGULARITY HANGERS FOR 1" NOMINAL DEFLECTION ELEMENT LOAD & COLOR CODE RE-B-170 BLACK HANGER 111=131111= DEFLECTION SPRING RATE IN.) (LBS/IN) 1.04 MEM SPRING COLOR CODE DK. GRAY EMZENIWIE 1.07 MEEMMIZIMIE RE-B-170 BLACK HRSA-1C-50 50 ME=50111.3MI RE-B-170 BLACK I HRSA-1C-100 100 MEM 100 ME= RE-B-170 BLACK HRSA-1C-150 150 1.44 150 RED RE-B-170 BLACK I HRSA-1C-250 2 0 1.16 300 11.123M RE-B-380 GREEN I HRSA-1C-300 300 MIEMIE 400 DK. YELLOW RE-B-380 GREEN IiRSA-1C-370 370 493 YELLOW RE-B-380 GREEN B. HANGER BOXES WITH AN ELASTOMERIC ELEMENT HAVE UP TO AN ADDITIONAL 1/2 NOMINAL DEFLECTION. 9, RATED DEFLECTIONS ARE WITHIN 25 - OF NOMINAL. HIGHER DEFLECTIONS ARE ALLOWED IF THEY MEET SPECIFICATIONS. AN ADD '-64TO PART NUMBER FOR HANGERS WITH LOWER GROMMET (NOT AVAILABLE PRE -COMPRESSED). 0 0 0 ISOLATOR SELECTIONS LOC 1: /LOC 2: LOC3; LOC 4: LOC 5: LOC 6: LOC 7: LOC 0: CUSTOMER Ei PT. TAG: NOTE; R N IS FOR (1) SET. OTHER MATERIALS COMIGUNDS OR FINISHES WITH E UAL CR SUPER* PROPERTIES MAY SE SUSSITRITEE) AS TREY BECOME AvAtABLE CERTIFIED FOR: Tukwila Justice Center JOB NAME: CUSTOMER: CUSTOMER P.O.: SALES ORDER: MODEL HRSA-1C 15-370LBS. ELASTOMERIC AND SPRING ANGULARITY HANGERS 1 INCH DEFLECTION THE VMC GROUP The Power of Together Bloomingdale, N.J 07403 Houaton, TX 77941 SCALE ; NONE SHEET 26 DRAWING NO, REVOIO PROPRIETARY. EXCEPT AS OTHERWISE AGREED* werf./46, TEE INCESTASTiON Oeslcw r.nm esEt) HEREIN ARE THE PROPERTY OP THE ROC GROuP MUST NOT SE COPIED OR OtSTRiSiiTEO OUTSIDE THE SVC GROUP EXCEPT TO AUTNORT ED PERSTINS WOR A GENUINE WEIS 10 KNOW WHO ST THE USE HEREOF ACKNOVAPAA, TTE WPC GROWS OWNERSHIP ARO AGREE TO rEAPEORN ORS INFO42...TION MO RESIGN STRICT CONROENCE 135R-101169 IREV.:4 I 2 1/4 (1 1/4) FREE HEIGHT SEISMIC VERTICAL LIMIT -STOP, NUT AND WASHER, TIGHTEN TOGETHER (SEE NOTE 3) 3/8 DIA MAX ROD, NUT AND WASHER (SEE NOTE 1) 3/8 MIN AT FREE POSITION 3/8 OPERATING GAP SEISMIC VERTICAL UMIT-STOP, NUT AND WASHER, TIGHTEN TOGETHER (SEE NOTE 3) REV. DESCRIPTION DATE TYPE HR-A ELASTOMERIC HANGERS FOR 1 2" NOMINAL DEFLECTION HANGER HR HR-A-45 HR-A-75 HR-A-120 RATED LOAD DEFLECTION ELEMENT (LBS) (IN) LOAD & COLOR 5 45 75 120 0.40 0A0 0.40 0.40 RE-A-35 BLUE RE-A-45 BLACK RE-A-75 RED RE-A-120 GREEN NOTES: I_ HANGER ROOS, NUTS AND WASHERS, AS SHOWN, NOT BY THE VMC GROUP, 2. STANDARD FINISH: HANGER BOX - PAINTED, POWDER COATED OR GALVANIZED STEEL, SPRING • POWDER COAT. 3, VERTICAL UMIT-STOP HARDWARE REQUIRED FOR SEISMIC APPLICATIONS, NOT BY THE VAC GROUP. INSTALL WASHER .1 THIC MIN, X 1-1/4 0.0. MIN. WITH REQUIRED INSIDE DIAMETER TO ACCOMMODATE ROO SIZE IN USE. THIS CAN BE ACCOMPLISHED BY USING A SINGLE WASHER OR BY STACKING NOT MORE THAN TWO WASHERS. 4. ALL DIMENSIONS IN INCHES. INTERPRET PER ANSI Y14. 5. ALL DIMENSIONS ARE FOR REFERENCE, DIMENSIONS SHOWN AS NOMINAL. 6. RATED DEFLECTIONS ARE WITHIN 25% OF NOMINAL HIGHER DEFLECTIONS ARE ALLOWED IF THEY Ake SPECIFICATIONS ISOLATOR SELECTIONS LOC 1: LOC Z LOC 3: LOC 4: LOC 5: LOC 6: LOC 7: LOC 8: CUSTOMER EQPT. TAG: NOTE: MATERIAL SHOWN IS FOR (1) SET. OTHER MATERIALS, COMPOUNDS. OR WASHES WITH COLIN. OR SUPERIOR PROPERTIES MAY SE SUESTITUTED AS THEY RECCE& AVARARLE CERTIFIED FOR: Tukwila Justice Center JOB NAME: CUSTOMER: CUSTOMER P.O.: SALES ORDER: MODEL HR-A 35-120 LBS. ELASTOMERIC HANGERS 0.40 DEFLECTION THE VMC GROUP The Power al Together Bloomingdale, NJ 07403 Houston, TX 77041 SZA LE NONE SHEET: 27 ORAVENG NO. REVISION PROPFEETARY, mem' OTHERNSE AGREED TN WRITING. Tv* 1PF011MATh OC901 DIsaosen HERBN ARE THE PROPERTY OF THE WAG GROUP AND must' NOT P. WAEO OR CT STRIBUTED OUTSIDE THE 414Z GROUP EXCEPT TO 1T ZE SIT11I&11E NEED TO KNOW WHO SY THE USE HEREOF ACKNOWLEDGE THE VAC GROUPS OWNERSHIP AND AGREE TO MAINTAIN THIS INFORMATION AND DIREGNIN STRICT CONFIDENCE 135R-101205 IPIV.:3 I 2 3/4 2 114 iiiU 11 L 3/8 OPERATING SEISMIC VERTICAL WAIT -STOP, GAP ins NUT AND WASHER, TIGHTEN • TOGETHER (SEE NOTE 3) NOTES: 1. HANGER RODS, NUTS AND WASHERS, AS SHOWN, NOT BY THE VMC GROUP. 2. STANDARD FINISH: HANGER BOX - PAINTED, POWDER COATED OR GALVANIZED STEEL, SPRING - POWDER COAT. 3. SEISMIC VERTICAL -STOP HARDWARE REQUIRED FOR SEISMIC APPLICATIONS, NOT BY THE VMC GROUP. INSTALL WASHER .1 THK_ MIN. X 1-1/4 OD, MIN. WITH REQUIRED INSIDE DIAMETER TO ACCOMMODATE ROD SIZE IN USE, THIS CAN BE ACCOMPLISHED BY USING A SINGLE WASHER OR BY STACKING NOT MORE THAN TWO WASHERS. 4. ALL DIMENSIONS IN INCHES, INTERPRET PER ANSI Y14. 5. ALL DIMENSIONS ARE FOR REFERENCE, DIMENSIONS SHOWN AS NOMINAL. 6_ ALL SPRINGS ARE DESIGNED WITH MIN IMUM 50% OVER -TRAVEL. 7. HANGER BOXES ARE AVAILABLE PRE -COMPRESSED UP TO THEIR DESIGNATED MAX. LOAD. PERCENTAGE OF PRE -COMPRESSION TO BE DETERMINED BY ENGINEERED APPUCATION OR AS REQUESTED BY CUSTOMER CONSULT FACTORY FOR POSSIBLE ADDITIONAL PARAMETERS AND OR LIMITATIONS, 8. HANGER BOXES WITH AN ELASTOMERIC ELEMENT HAVE UP TO AN ADOMONAL 1/2" NOMINAL OF_FLECTION. SEISMIC VERTICAL LIMIT -STOP, NUT AND WASHER, TIGHTEN TOGETHER (SEE NOTE 3) ELASTOMERIC ELEMENT 3/8 MIN AT FREE POSITION 3/8 DIA MAX ROD, NUT AND WASHER (SEE NOTE 1) SPRING REV. DESCRIPTION DATE TYPE HRSA-1B ELASTOMERIC FOR 1" NOMINAL & SPRING ANGULARITY DEFLECTION SPRING RATE )LB/IN) 16 HANGERS HANGER P*1SA-lB-20 RATED LOAO DEFLECTION (LBS) (Itt) 20 148 SPRING ELEMENT LOAD & COLOR CODE COLOR CODE OK BL(ERE-A-35 BLUE HRSA-1B-35 35 1.57 30 BLACK -A-35 BLUE I-RSA-1E3-50 50 1.38 45 RED RE-A-75 RED HRSA-113-70 70 1.25 80 OK GREEN .. -A-75 RED 14RSA-1B-85 85 1.09 105 GRAY RE-A-120 GREEN 0 ISOLATOR SELECTIONS LOC 1: LOC 2: LOC 3: LOC 4: LOC 5: LOC 6: LOC 7: LOC 8: CUSTOMER EQPT, TAG: NOTE: MATERIAL SHOWN IS FOR (1) SET. OTHER MATERIALS. COMPOLUIS. OA FINK*Es MTN MAL OR SUFEMN PROPERTIES MAT SE sunannuto AS THEY enanilE AVM P CERTIFIED FOR: JOB NAME: Tukwila Justice Center CUSTOMER: CUSTOMER P.O.: SALES ORDER: MODEL HRSA-1B ELASTOMERIC & SPRING ANGULARITY HANGERS 1" NOMINAL DEFLECTION THE VMC GROUP The Power of Together Bloomingdale, NJ 07403 Houston, TX 77041 SCALE NONE SWEET: 2 8 ORA9AN0 NO, REVMSNNI PROPRFTARY- EXCEPT As OTHERWISE AGREED 0 WRITING. TtE *FORMATION AND OESIGN 018050000 HEREIN ARE ME PROPERTY OF THE %WC GROW ANO MAT NOT NE COMO OR OlSTRIOUTED OUTSIDE THE VW GROUP EXCEPT TO AUTHORIZED PERSORS MATH A GENUINE NOM TO XNOW WNO 1TY THE USE HEREOF ACKNOVA. EDGE 815500 0800750005808051010 AGREE TO MAOTTANS PON INFORIAATION MO DESIGN IN SI NA, CONFOENCE 216R-103755 lIV.51 400 350 300 250 200 150 100 50 RVD-1 00 (9) 0.250 0.500 LOAD (LB.) VS. DEFLECTION (IN.) 1200 1050 900 750 600 450 300 150 0.750 o 0 SECTION RVD-2 A FREE HEIGHT DESCRIPTION DATE ISOLATOR SIZE -A MAX LOAD )LB) 45 DEFLEC TION (IN) 0.38 A 1-7/8 DIMENSION,N S' 1, D EFG ) 8 C 1-7/8 3-1/4 1- 18 2-1/2 5/16 3/8-16 RVD-1-13 110 0.38 RVD-1-C 210 038 RVD-1-D 340 0.38 RVD-2-A 130 0.43 2-1/8 2-1/2 4-1/4 1-718 3-1/4 7118 1/2-13 RVD-2-8 230 0.43 RVD-2-C 380 0.43 RVD-2-0 700 0.43 RVD-3-A 550 0.48 2-318 3-112 8 2-718 4-518 9116 1/2-13 RVD-3-B 930 0.48 RVD-3-C . 1540 0.48 RVD-3-D 1920 0.48 RVD-3-E 2400 0.48 8 0.250 0.500 LOAD (LB.) VS. DEFLECTION (IN.) 3200 2800 2400 2000 1600 1200 800 400 00 0.750 RVD-3 0.250 0.500 LOAD LB.) VS. DEFLECTION (IN,) 0.750 OTHER MATERIALS. COMPOUNDS. OR FINISHES MTH EQUAL OR SUPERIOR PROPERTIES MAY BE SUBSTITUTED AS THEY BECOME AVAILABLE CERTIFIED FOR: JOB NAME: Tukwila Justice Center CUSTOMER : Johansen Mechanical CUSTOMER P.0 : SALES ORDER: MODEL RVD 45-2400 LBS. ELASTOMERIC ISOLATOR 0.38-0.48 INCH DEFLECTION VMC GROUP THE POWER OF TOGETHER Dloorrungin/o, NJ OM 03 Houston, TR 77041 SCALE NONE SHEET: 1 OF 2 IR DRAINING NO, 29 PROPRETARY EXCEPT AS u RINSE ACMEED IN WRITING. THE INFORMATION AND DESIGN ONCLOSED HEREIN ARE THE PROPERTY OF THE VAIC GROUP AND MUST NOT BE COMO OR DISTRIBUTED cursoe THE VMC GROUP EXCEPT TO AUTHORQE0 PERSONS wroi senuame NEED TO KNOW WHO BY THE USE HEREOF ACIDICRILEDGE TILE WC GROUPS OWNERSHIP ANO MN:WO TO MANDAN THIS INFORMATION ANT/DESIGN SINGT COMMENCE 216R-103755 IREV:5 1. READ INSTRUCTIONS IN THEIR ENTIRETY BEFORE BEGINNING INSTALLATION. 2, ISOLATORS ARE SHIPPED FULLY ASSEMBLED AND ARE TO BE POSITIONED IN ACCORDANCE WITH THE SUBMITTAL DRAWINGS OR AS OTHERWISE RECOMMENDED. 3. SET ISOLATORS ON FLOOR, HOUSEKEEPING PAO, OR SUB -BASE, ENSURING THAT ALL ISOLATOR CENTERLINES MATCH THE EQUIPMENT MOUNTING HOLES. THE VMC GROUP RECOMMENDS THAT THE ISOLATOR BASE CA') BE INSTALLED ON A LEVEL SURFACE. SHIM OR GROUT AS REQUIRED, LEVELING ALL ISOLATOR BASES TO THE SAME ELEVATION (1132-INCH MAXIMUM DIFFERENCE CAN BE TOLERATED). 4.ORILL HOLES AND INSTALL PER INSTALLATION CONFIGURATION ('B") SHOWN BELOW. 5. BOLT OR ANCHOR ALL ISOLATORS TO SUPPORTING STRUCTURE UTILIZING BASE THRU HOLES ('B"). 6. REMOVE TOP BOLT AND TOP WASHER. PLACE EQUIPMENT ON TOP OF ISOLATORS SO THAT MOUNTING HOLES IN EQUIPMENT OR BASE LINE UP WITH THREADED HOLE ('C'). 7, REINSTALL TOP BOLT AND WASHER AND TIGHTEN DOWN. 8, INSTALLATION IS COMPLETE, REV. DESCRIPTION DATE EQUIPMENT BASE ("Bee) 2X (HC") ("AN) OTHER MAMMALS. COMPOUNDS, OR a bMTti EOLLiL OR SUPERIOR PROPERTIES MAYBE SUBSTITUTED AS THEY IS_oOIAE AWM Aw CERTIFIED FOR: JOB NAME: Tukwila Justice Center CUSTOMER : Johansen Mechanical CUSTOMER P.O.: SALES ORDER: MODEL RVD 45-2400 LBS. ELASTOMERIC ISOLATOR 0.38-0.48 INCH DEFLECTION DUG VMC GROUP THE POWER OF TOOiTHlr UIpwnin4dale, NJ 07T0.1 Houston. T( T i41I SCALE: NONE SHEET: 2 OF 2 •mbor DRAWING NO,: 30 REVISION PROPRETARY: EXCEPT ASOTHERWISEAGREED lei PATTING. THE INFORAait]R NO DESIGN DISCLOSED HEREIN ARE THE PROPERTY OF THE VMG GROIA AM MST NOT },tary0O OROISTRIBUiE00UTSDE THE WPC GROUP EXCEPT TOMt HOMED PERSONS WRIT A GENUINE NEED TO KNOW lttq BY THE USE HEREOF ACKNfMEPONT THE VAC OROMPE 0EVNERSIRPPMAGREE TO MAINTAN'OYS INFORMATION AND DESIGN N STRPCT CONFIDENCE PIRAMTDE CONSULTING ENGINEERS, INC. _-, 411IFI CIYEI • STRUCTURAL • SEISMIC • EIII•UP ' I,111'1. 11101 W AMOR! DIYD. S011E 375t, SU4AR 1A11D. 11 77470 111.17J SD0-445911(11171 517-79571 WWW.PIDAMEDI.COAS +1: L y, "II .It 1 li„ rr LIT.'. ,m B N B BNBuilders Submittal No.: 01- 237433 - 0 Due Date: 10/ 22/ 2019 Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: October 08, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Phone: 206.461.6000 Fax: 206.461.6049 Description: Discipline; Subcontractor: DOAS-Mounting Design Mechanical Johansen Construction Co., Inc Submitted By: Bill Brown BNBuilders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Phone: 206.382.3443 Fax: 206.382.3440 Package Notes: This review and notations noted during this review does not in any way relieve the subcontractor or supplier of their responsibilities for compliance with the contract documents. Deviations/variances, if allowed, must be dearly identified and requested to be considered. Also, the subcontractor or supplier is responsible for verification and accuracy of the details, quantities and dimensions, coordination of their equipment, materials and installation with all affected work and related subcontractors/suppliers, particularly with specific emphasis on deviations/variations. Reviewer's General Comments: DEFERRED SUBMITTAL REVIEW 1z THIS DOCUMENT HAS BEEN REVIEWED FOR GENERAL COMPATIBILITY WITH DESIGN CONCEPT. KPFF'S REVIEW IS LIMITED TO CONFIRMATION THAT THE STRUCTURAL DESIGN CRITERIA OF THE BIDDER -DESIGNED ELEMENTS AND THE LOADS IMPARTED BY THE BIDDER -DESIGNED STRUCTURAL ELEMENTS DESCRIBED IN THIS SUBMITTAL ARE CONSISTENT WITH KPFF'S DESIGN OF THE BUILDING STRUCTURE. BIDDER -SUBMITTED CALCULATIONS AND ENGINEERING DESIGN HAVE NOT BEEN REVIEWED BY KPFF. THE FOLLOWING IS NOTED: ❑ NO ENGINEER'S SEAL PROVIDED ❑ NO LOADS PROVIDED IN SUBMITTAL ❑ NO CALCULATIONS SUBMITTED THE SUBMITTAL IS RETURNED; m NO EXCEPTIONS ❑ REVISE AS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED BY IvanF DATE 10/08/2019 Bill Brown Date Reviewer Signature Date Johansen Mechanical Tukwila Justice Center Mechanical Units Anchorage Tukwila, WA Structural Calculations CALCULATIONS INCLUDED: These Calculations cover the seismic anchorage of DOAS and Condensing Units. . w / (.2 I 16 258-12 27 ON A I., /)0 - 3 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 KPFF Project No. 1900693 10/03/2019 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 Tukwila Justice Center— Mech Unit Anchorage KPFF Prof. No. 1900693 Permit Submittal Structural Calculations TABLE OF CONTENTS Sketches: 1. DOAS Unit Sketch Page 03 2. Condensing Unit Sketch Page 04 Calculations: 3. DOAS Unit Attachment Page 05 4. DOAS Unit Seismic Load FP Page 09 5. Condensing Unit Attachment Page 10 6. Condensing Unit Seismic Load FP Page 14 7. Channel Joist Bending Check Page 15 10/03/2019 Page 2 of 15 DOAS Unit Sketch Markups IJMIJ Johansen Mechanical, Inc. 20109 144th Ave NE • Woodinville, WA 98072 (425) 481-2266 F'F1 (425) 486-6933 FAX OB NAME JOB NUMBER LA;C C.0.11 ORDER DATE P.O. NUMBER PROJECT MGR UOTE NUMBER SHEET COUNT OF CONTACT NAME FAB/DELIVERY DATE CONTACT PH NSTALL DATE ADDRESS AP 211:11-Y ATERIA SI A U TEE GALV ISC. NOTES GAUGE OTHER MATERIAL TYPE 2" Bolts @ 24" OC (3) Min at short side. Pobt7- Ti12.0 it) be -- (TM?) Niov Tcsv,v.x..Are.-t. tow, oueNtste.A.... tArcim CA) 71/2:` rtifo4 stta. 1/4" Tek Screws @ 6" OC Min. WO tO E.Ve2-1 rAlt.1 (TM?) A 5 CLIV—N5 11 k lb PtEce- "FgAtvvr— -co BOLT E.Pc WI C3 " iScit (W) To LOW F PR-r—vtutr cR-Lsak-t140 Page 3 of 15 JOB NAME •. JOB NUMBER • • FAB/DEL1VERY DATE INSTALL DATE ON MATERIAL GAUGE Johansen Mechanical, Inc. 20109 144th Ave NE - Woodinville, WA 98072 (425) 481-2266 PH (425) 486-6933 fAA THER MATERIAL TYPE #10 Screws @ 6" OC ..•• .. • •••• • •..•• ••••••••••••••••.•• ..•::----•••••••••••.7..••••••••••• • • • •• • ORDER DATE P.O. NUMBER DOTE NUMBER CONTACT NAME • 400T200-118 @ 24" OC #10 Countersunk screws @ 12" OC in (2) Rows Consulting Engineers Project by sheet no. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 Fax (206) 622-8130 location date client V job no. 4) roAS u J t W04f ofes-c : 16 FP, =`i �-� g :17Plc(3`i +12, 1- ) ( a, Z 4 j= 3. tl �•�, Weight list per M6.1 (s42- 134-4-A.0 0 sz . tf. 6 k x l go 4)r 36.1'1 + 3'' Page 5 of 15 ting Engi,wers project 7c- sheet no. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 Fax (206) 622-8130 location date client boAr Job no. Vitch soL# — V k Vx) 4 ( 3) 0 , k/ o. I Z.1-4- Z-- CiCo + a, f. 1/ 3 3 1*4 /6.( I- . i< (--) +D.2rk?- 3 0 . 2,3 G. TN -La LA-s r K6: .r 41" z- > ti • 2-3 141 Li — Page 6 of 15 sheet no. Consulting Engineers 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 Fax (206) 622-8130 PrvJect location 1 7L date client bO UjJ r Job no. 51404 2- / sc w = 0.9- x 3 . IA L Ro LT = 11./b• 14 q3" pC - Vie xc" wS5e- ) 2.4,0 / _c 14 _- °rt GJ� ©, oStil 21 # 40 L f- r ZT 4%4 t' 1t� r lr _ - _ 11 r tAIS W 2. -fs12_ 136J L) f��►-.�; : yoc cm,te 3 - &qt., 31,) 4-tis:.../f/0.y. 140S 4. GTIrg Lt 5- -a a (140 17 442 c f s 4 4 4,14- i_ Page 7 of 15 Consulting Engineers Project Tsc, sheet no. by 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 Fax (208) 622-8130 date V) Cs (IN1► L. Ch I/'b I 64 c 04kr. 155-4: b I N 11,4144.G 1 . C CC) 1� , -%"x C©.lie'. 4 .5 7a = I.6; K ok Job no. Page 8 of 15 1601 Seattle, 5th Avenue, WA 98101 Suite 206 622-5822 1600 project Tukwila Justice Center by IF sheet no. location Tukwila, WA date 10/03/19 client job no. DOAS Unit Seismic Demand The horizontal seismic design force(Fp) for non nonstructural component is given by eq.13.3-1 from ASCE 7- 10 = 0.4aSDs Fp ( RP 2 4 Fp is not required to be taken as greater than and Fp shall not be taken as less than ap 2.5 Rp 6 IP 1.5 Sas 0.99 g Wp 4557 lb z 2 ft h 2 ft Fp 1.64.slOgp Fp = Or3SizIpWri Component amplificaion factor for mechanical component, Table 13,6-1 Response modification factor for mechanical component, Table 13.6-1 Importance factor, 13.1,3 Spectral acceleration, short period from seismic analysis of building Weght to be supported Height with respect to the base Average roof height with respect to the base Fp 3384 lb Fp,max 10827 lb Fp,min 2030 lb Fp = 3384 lb 74% Wp Page 9 of 15 Consulting Engineers Project 1-7 sheet no, 1601 5th Avenue, Sulte 1600 SeatUe, WA 98101 (206) 622-5622 Fax (206) 622-8130 location date cent job no. / 318 J' g .s FP"'Y/ Weight list per M6.1 I.fK x 2ro Nier Yx L "tNii.ct To Bef 9T1-2— dIB 2 oc rlife: 60 > r1 '9 , Z 8. -Y-c 4i/'�, : l)'o Page 10 of 15 Consulting Engineers project r�� sheet no. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 Fax (206) 622-8130 location date Ci0r`���`1 N is job no. s yof Qs t eAer 7C x 4Dr 144 N 5"3.Cf- pcs j o, p 6 "7 c-4.1 1 44 (0 sL `'-s---i 431 i/o scitt .) VAs, Boa Fl C77),es >got 6_3 h C:511-h c) r5 >b3 (� ``st- Page 11 of 15 project 1-1 sheet no. ®Consulting Engineers 1601 5th Avenue, Sulte 1600 Seattle, WA 98101 (206) 622-5822 Fax (206) 622-8130 location date client CP/Jo A`'S 1 N,U Vpi 1T" job no. 1J o;/4l T�- c-k Aim 1Zy l-r ►-4 x L.?Ul ., zvrl x 3 t S : x�o .0S ill) 46 b' b Tr,ok : 43 x$ OIA I� v, v,r t( Page 12 of 15 Consulting Engineers are1ect aby sheet no. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 Fax (206) 622-8130 location date client Cod© i"b UJf Job no. to 6k- tietj a1/4'1, (IL 6A Q 6 x Jf ""� (�2- 4- D. w Z 300 v J 1 r 6A #47 /r o (•� z rr 01z rr o (- cor�M 5, --6 s' 1• tail) 14-7/2=9e:i Page 13 of 15 1601 Seattle, 5th Avenue, Suite WA 98101 206 1600 622-5822 project Tukwila Justice Center by IF sheet no. location Tukwila, WA date 10/03/19 client job no. Condensing Unit Seismic Demand The horizontal seismic design force(Fp) for non nonstructural component is given by eq.13.3-1 from ASCE 7- 10 F is not required to be taken as greater than and F p shall not be taken as less than ap Rp 1p SDS Wp h F p = 1 .6S as! piVf, Fp 0 .3S Dst plifp 2,5 Component amplificaion factor for mechanical component, Table 13,6-1 6 Response modification factor for mechanical component, Table 13.6-1 1.5 0.99 g 1460 Ib 2 ft 2 ft Importance factor, 13.1,3 Spectral acceleration, short period from seismic analysis of building Weght to be supported Height with respect to the base Average roof height with respect to the base Fp 1084 Ib Fp,max 3469 lb Fp,min 650 Ib Fp = 1084 Ib 74% Wp Page 14 of 15 Project Name: Condensing unit channel joist Model: General Interaction —1 Coda: 2012NASPEC[A|S|S100-2013] Page 1 of Oate:1O03/2O1S Simpson Stnong-Te42)0FSDesigner T111.5.0.0 Section Designation : INPUT PROPERTIES: Web Hoight= 44347 in Top Flange ~ 2,0000in Bottom Flange 2.0000|n PunohnmvWdtx~ 1.5000in FyWith Cu|d-Work,Fyu= 50.0000kei GENERAL INTERACTION ANALYSIS BondinwInputs and Results 4O0T2O0418Single Track Steel TAicknouo= Inside Corner Radius ~ Yield Stress, Fy= PunchovtLength= Input Moment, Mx OFt-Lb Flexural Bracing ~ Full Load Multiplier for Strength Checks = U Allowable Moment, Ma(Fy)(x)= 2958Ft-Lb Moment Ratio, Mx/wa(x)(including load multiplier) ~ 0.000 Input Moment, My~ 76JFt-Lb Allowable Moment, Mah0= 007F/Lu Moment Ratio, My/mahV(including load multiplier) ~ 0.126 s|mpaowSTRONG-TIE COMPANY INC. vwm.strvnynprvm Page 1oof10 STRUCTURAL NOTES DESIGN LOADS ALL DESIGNADDCONSTRUCTION SHALL CONFORM TO THE REOUIPEMENTS OF TIE INTERNATIONAL 44 0000480 201B ENDOW AS AVENGED BY CITY OP 1MIONLA, U224 SEETHE LOAD MAPS SECTION FOE TIE DIE LOADS USED INGESIGN. RHME FR:9WSNWM TEOAD IS DETERMINEDUSING CHAPTED7 OF ASCE 7IN ACCORDANCE MTH IBC SECTION 1608ANDWIN THE FOLLOMIG FACTORS NORM DESIGN LOAD23 P5FVEH011DRIFT Po 200 REF Co 1,0 lo 12 G v 1.0 Po' 21222 SEISMIC LOADS THE SEISMIC FORCEAESISTING SYSTEM (SFAS) USED TO RESIST EARTHODAFEANDWINE INNIS COMBRISEDOF SEEL BONING RESTRAINED BRACEFPAMES 2121S52E0114 ACCO2DANCE241147.1 PROVISIONS OF ASC 341"SEISIAC PROVISIONS RR STRUCTURAL STEEL BUILDINGS" EARTHQUAKE DEMCW IS BASED ON TNE MODAL AIMILYSIS PROCEDURE INASCE SECTIONI29 WITH114E FOLLOWING FACTORS MiECIASS RISECATEGORY EISMICCESIONCATEGORY Ss v 1.485 43 0588 SOS 0098 SBA 0.088 R B V v BASE SHEAR v 46081PS 4, v 31 FF v 2422400222 4.: 42200202 4 v 1.5 v 010 THE SBOMIC FORCEGEPIETING SYSTBI IS COMPRISED CA THE STIWCRIRAL STEEL, MEMAERSAND CONNECTIONS IDEIGIRED INPULN AND ON TNE BRACED GRAVE. ELEVAIICINS. WINO LOADS WING LOAD IS DEDERMINED VINO CH*7E11535-31 OF ASCE ? IN ACCORDANCE WITrOBC SECTICA WOMEN TFE FOLLOWING FACTORS ASK CATEGORY IV 43v 1.0 EXPOSURE CATEGORY B 53 v 30.13 115 MPH DEM WIND PRESDA4ES FOR DETERIANING FORCES ON COMM/BMA CLADDING 111414 5E CORNED LGING CHAFER 00 OF ASCE 7 INACCORDANCE 13411 IBC SECTION 1608 BY THE WASHINGTON STATE REGISSED PROFESSIONAL ENGINEERLYNO IS RESPONSIBLE FOR THE ODSIGN OE SUCH GIJON, UNLESS NOTED OTHERIMSE GN THE GRAMS. MFO,RwYDRIm hi 'TSUJI LATERAL DISPIACEMENTSDATH RESPECT TO THE LEVEL BELOWISTORY DRIFTS) ADE AS FOLLOWS. SEISMIC INELASTIC STORY DF137 v 11% OF STORY NEICrli ELASTIC STORY 031F3v INEASTIC STORY RFT DIVIDED BY CMYNEPE CAN 5 WOG STORY RFT OM OF STORY HEIN' SNALLOVIDAINBLE SOILBEAPING PRESSURE 4030 ESE EL +IL 5133 PSF EL + LL • SEISMICNVIND GENERAL NOTES LOPMETTRAZIPOS SHALL BE SUBIATTED TOTHEARCHITECTPRIOR TO ANY FABRICATION OR CONSTRUCTION FLORAL STRIGTORAL ITEMS, INCLUDING THE FOLLOYANG: CONCRETE RENFORCEMENT, EMBEDDED SEER ITEM, STRUCTURAL STEED STEEL JOISTS, SIEDL DECK SWEAR MG LAYOUT, 1038, GRA1114,3 AJO STABS, IF Thi &NOP DRAWINGS DIFFER FROMOR ADD 30 THE DESIGN OFTHE STRUCTURAL DRAWINGS, GEV 3.11431. OA THE SEAL AND SIGNATURE 0F THEWASHINTON STATE REGISTERED WICFESSIONJW ENGINEER WOOFS RESPONSIBLE FOE WIE DESIGN. DEE ERRED SUNTIALS PER IBC SECTION101,141 CMGS ANOCAICWATIONS FOR TIE DEFIGN AND FABRICATION OF FEMS NV APE DESIGNED BY GIBERS SAL BEAR TNE SEAL ADD SIGNATURE OF ThE WASIINGTON STATE REWIRED PROFESSIONAL ENVIER WHO IS RESPONSIBLE PORN DESIGN AND SHE SUBMITTED10111EARCHTECT AND THE BIOKO DEPARTMENTFOR REVIEW IDGER TO FABRICATION °FEARED SUBMITTALS INCLUDE BUT ARE NOT DICED TO THE FOLLOWING RECAST CONGRETE STEEL JOISTS EXTERIOR CM% SYMMS IPPE.EMNEERED STEEL STARS EQDIPMENT ANCHORAGE SEINC DESIGN DEVIONSTROCTURAL COMPONENTS INTERIOR NCIYBEAPP6 COLDWORMEDSTEEL RUING SUSPENDED COOK'S BROW ENING BLGIOGRESTRAJNED BRACESAT CORRESPONDING GUSSET ODANECTICIIS NONSTRUCTURAL COMMENTS DESIGN, DETAUNG ABOADANDRAGE 08 ALL IGNSTRUCTDRAL COPPONENTS SHALL BEIN ACCORDADVE WITH IBC SECTION 1813, ASCE 7 CRAPTER11ANDITE PROJECT SPECIFICATIONS. NONSTRILTURAL COMPONENTS DESIGNED BY OTHERS WU, NOT INDUCE TORSIONAL LOADING INTO SUPPORTINGFEEL STRUCTURED. MEMBERSIMTPOUT ADDITIONAL PACING GP ENOSE MEMBERS TO ELIMINATETORSIONAL FORCES, TORSIONAL BRACING SHALL BECEOGNEOPY THE NONGTPIXTURAL COMPONENT CESIGNERAND APPROVED BY THE ENDER, DESIGN, DETAIUNGANDCGNSTEXION OF ALL NONSTRUCTURAL COOKE-N.5134CH GRANT° STRUCTURE SAALL ACCOMODATE CONSTRUCTION TOLERANCES AS ESTABUSHE0 BY THE STADCTDRAL SPECIFICATIONS ANY NONSTRIGTURAL COMPONEMIS WHICHAWACCO MORD THANGNE LEVEL OHNE STRUCTURE SMALL 43,SO ACCOMMODATE THE FOLLOWING RE:JIVE 140VGIBISBEYWEENLEVELSWITHOLIT GARAGED° GM NONSTRUCTURAL COMMENTS YERTGAL DEFLECTION GE ill* DUETO VARIABLE UVE LOADS ELASTIC STORY DRIFTPER °STORY ORB SECTION ABOVE IN ADDI11011, NONSTRUCTURAL COMPDGEMISATTACHEDT0 MORE WON DE EVE SHALL ACCOMMODATEADINELASPC STORY RFT PER"STORY CNIFT SECTION ABOVE WITHOUT CREATING A LIFE 54FETY DADARD, PRGENGINEEPEDSTAIRS STAIRS NOM' BY OHM SHALL MGT INDUCE TORSIODA LOCINGINTO SUPPORTING SYRUCWIRALIABIBERSWITHOUTADTIONAL BRACING OF THOSE MEMBERS. TOPSIOPAL BRA,CING SHEOL E DESIGNED BY NE STAR DESIGNER AND APPROVED BY WE ENGAGER. CIA'DlIGG CLADDESIGNEDBY OTHERS WALL DE SUPPORTEDAT EACHSTORY TO BE CONSISTENT VOTE DESIGN OF THE &AIDING S1AUCTURE CIACOGIGNSIGNED BY OTHERS SHILL GOT INDUCE TORSICYGOLOADING INTOSUPPOMONG STEEL STRUCTURAL MEMRSINITHOUTAIDDITIONAL BRACMF POE MEMBERS TO ELIMINATETORSICNAL FORCES, UNLESS OTHEAVASEAPPROVED PY THEAPCPWECI. TORSIONAL MING SHAUL BE DESIGNED BY THE GOING DESIGNERAND APPROVED BY THE ENGINEER. INSPECTION SPECIAL INBRECTON PER IBC CHAPTER 17 SHALL GEPERFORMEOPY ANAPPROVED YEMENI:AGENCY ASINDICATEDINTHE STATEMENROF SPECIAL INSPECIONSADO TESTING, AU.PREPARED SOLGEARING SURFACES SPALLBE INSPECTED BY WE GEOTECHMCAL EGNED,1 PRIOR TO PLACEMENTOF REINFORCING STEEL SOILS COPACIDONSNALL BE SU1ERVISED BY AN4FPROVErESTING AGENCY OR 040140240414404454 STRUCTURAL OPSERVADON STRUCTURAL OBSERVATION OFTNE SAPS WILL BE PERFORMED BY TIDE STRUCTURAL ENGINEER OF RECORD IN ACCORDANCE LTD IBC ECIIONI7O" 6 STROCTDRAL OBSERVATION CONSISTS OF VISUAABSERVAPON OF THE STRUCTURAL SYSTEMS FOR GENERAL CONFORWIDWE TO THE CONSTROCTION MANISA% DOES NOT INCLIACE °NAIVE TIE RESPONODDJIM FOR THE INSPECDOPS REGUIRE0 BY THE BEGAN() AS ODOM DIX SPEAAL INSPECOGNS SMUG COMOR SPALI.PROVIDE A !ANNUM OF 241GUES VICE BFORE CDICEAING PIE FOLLOWING SRUCTIJRAL COMPONENTS FROM VIEW REDFORCING STEEL FOP THE FIRST PLACEMENTOF THE POLON% ELEMENTS BRACED ERNE FOLICATIONS. , CO39E11014 OF FIRST BRACED EWE STRUCTURAL OBSERVA1101.6 INADDITN TO irDSE REQUIRED BY IBC SECTION 13046 MAY BE PERFORMEDAT THE ENGINEER'S DISCRETION. SPECIAL CW1111015 CONTRACTOR SHkL VERIFY ALL LEVELS. CMENSIONS, AND EASING CONDITIONS IN THE RED BEFORE PROCEED% CCNIFLIOTCP SIA.11031•Y TNEARCHITECT 014133 EASCREPANCIES OR RED CHANGES PRIOR TO INSTALLATION OR FABRICATION IN ca oF 254140152324412449224000900452404455554 CONTRACTOR 531411 OBTAIN DIRECTION FROM HANDED BEFORE PRONEEDING DIMENSIONS NOTEDAS RIGOR WOW It) IILDWATE UNVERIFIED DIMENSIONSANDARE APPROXIMATE NOTIFY ARCHITECT IMMEDIATELY OF CONFUCTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS NOTED DIMENSIMSTANE PRECEDENCE OVER SCALED DIMPASICIGADO MOT SCAM. DRAWINGS DIMENSIONS OFEDISTINC, CONDITIONS MAY BE DWEDON RECORD DEANICS kW ARE TO BE FIELGVERMIDO BY THE COMMODE CONTRACTOR SAL VEER AL EASING COMDIGGNS BEFORE CCIAIENCINGArt DEMOUTION. CONTR3CPDA SMALL PROVIHADEOUATE SHORING AND BRACING OF ALL STRUCTUMEMBERS, EXISTINGCONSTRUCION AND SOIL EXCAVATIONS, AS REQLDRED, AND [NAKANO SUITABLE TO THE WORN SEQUENCE, TEMPORMY WORM AND BRACING SHAUL MDT BE REMOVED Milk FINAL CONNECTIGNS HAVE KEN COMPLETED 114 ACCORDANCE WEIN THE DRAWINGSAND MATERIALS NWE ACHIEVED DESIGN 5115414044202045415443DISTING CONSTRUCTION SHAL BD OW UNLESS DI0EC0E000 BY WEARCHTEGT ORAS SON THEDRIONWIS. CONORACTOR SAL LE RESPONSIBLE PCP ALL &VEY PRECAUTIGNE AND THE METHODS, TECHNIQUES, SEGDENCES OR PROCEDDRES BEGIRD) TO PrIFORM THE WORK SCGS SEETHE GEOTECHNICAL REPOPTEY SHANNON &WILSON, 0414042944540514102 IFARE COPED INFORWATION. EARTHWORK MASK MACK& AND CarACTION SWALL KIN ACCORDANCELAITYTHE PECCWIENDA110NS OFTHE GECTECFNICAL RPM. MCNEILL BEHIND WALLS SHAUL MOT BE RACED BEFORElli 'NUMB SUPPORTING 414454018444240411020241451444012081241914115#21414990425LY BRACED IL TOPSOIL ORGANICS NC LOOSESUPFACE SOIL SHALE REMOVED FON BENEATH FLISMORTING CONCRETE GABS OR PAVING. MEMBIER SPACING ALLFRIJANG MEMBERS HIDE EQUALLY SPACED BETWFW GRID ONES, COLUMNS, AND DIENSIONED FRA,,IMG UNLESS NOTED 0111ERLYISE. CONCRETE CONCREIEWORKSINGONFORIVOAILREQUIREMENTS OF IBC CHAPTER 10 CONCRETE MIXTURE'S CONCRETE MIXTURES EFL CONFORM TO IOW EGGNOG REQUIREMENTS - CONCRETE MIXTURES 44 IPSO TESDAGE (DAYSI EXPOSURE CM USE INTERIOR SLAGOWC,FME, CONCRETE OP 4,000 N FO SO WO CO STEEIGECK, FOONEATIOILS, CURBSAJIDPAOS 4,030 28 FI SO EPROM FOUNDADONANDWAUS EXPOSED 31,0 CI 10 DINGS 17SNLABGN-GRAGMB 1 APE CONCRETEON STEEL DECK SHALL GAVE MIND TOTAL SHRINKAGE OF 0,03FERCENT WARPED MAYS FROM COMPEETION OF CORING CONCRETE IDITURES SHAG CONFORM TO DHE MOST STPOGEN1 REQUIREMENTS FOR ,EXDOSIRE CLASSES SPECIFIED THE TABLEABOVE AND ACI 3IB TABLE 19 3 21 WATERGEDUCINGADMINTDRES Mr BE INGORPORATED IN CONCRETE MIX DESIGNS, BOT SKI COARAMIGASTI4 C 494, AND 8E USED IN STRICT ACCORDANCE IM12111 MA534AC134ER'SRECO11lENG41045.CPC004ODER WATERWOLUBLE CHLORIDE ADMIXTVRES SP& NOTED USCG WATEKEDIENTMOUS MATERIALS RADO SHALL BE MEASURED BY INEIGGAND SHAG BE BASED ON THE TOTAL CEMENGITIOUS MATRA. WATERCE36111110US MATERIALS RATIO ANDWATER CONTENT SNAG BE DETERRED BY THE SUPPUER BASED ON STRENGTH 14EQUIREBENTSAK SHALL NOT 0(CEED111E MAXPAIMWATERWEMENIITIOUS MATRA. RA110 MOOR WATERCONTENT IF SHOWN ABOVE OR IBM 318 TABLE 113.2.1 FOR 111E EVOSURE CLASSES Una FIELMEASUREDSLUNG SNAIL CONFORM TO GE SUBMITTED COVCRETE MX DESIGN. TOLERANCE OF SLUMP SIALCONFORIATOA514C84, 4IIGGPICRETE FilBJECT TO EAPOSORE CLASSES FI, R OR F3 SALK MR ENTAAJNED MGENTRAININGAMITS SHALL CONFORM TOASTM C 280. AIME ENTRAINEDAIR 233M1 BEACCORDPG "MAGI 318 TAM 19131 MESA FIELD TOLERANCE OF 81 5 FROGGED EOM 28EADIGUNGOFENTRAINEDAIRADALL BE MEASURED IIITHE FIELD AITHE DISCHARGE ROO THE MOCK THE CONTRACTOR S11441 SUBBIT CCACIPETE 341 DESIGNS FORAPPROVAL 2 WEEKS PRIOR TO RACK ANY CONCRETE THEW DESIGN KG BEEN COPFORMANCEPFHACI 313, ChAFTER 10 IDE SUBMITTAL SHALL INDICATE MBE EACH CONGETE MIX IS 30 BE USED ON IDE PROjECT, AS WELL AS TIE MADIMOMAGGREGATE SIEWF EACH MW MADMUM AGOREGATESIDE SPALL COIFORM TO TIE PROJECT SPECIEMATIONS. 1.71HrAIR TEMPERATUPEIMIL EXCEED 75 DEGREES FDATHIN4BHOURSOF %ACING CONCRETE, A VOIST CURE SHPIL BEAPPUEDTO PE CONCRETE FOG A PERIOD OF 36 NOIRSAFTER FINISHINGCONCRETESEAFACES. REFER TO THE PROJECT SPFIFICATIONG FOR GAINWREGAREMBITS, PEINFDRCINGSTEEL DEFORMED BARS HEADED OFOROED BARS PDHESIVE REGREW OPALS OR THREADEOROD ArS, GRADEBO 151494142140119484 AVM A 6,5, GRADER ADHESIVE AS REQUIRED PER POSIANSTALLEDANCKOPS ASO-MAW PEOWORCII6 SEAL BE SCRCRIEDASSPECIFIED BY THE PROJECT SPECIE/CAD:NSA/JD CRSI MAIWAL OF SEWARD PP,ODICE. REINFORCING STEEL Mt PE DEAL@ IN ACCORGINCEMITH ACI SWARD OF PRACI10E AS OUTLINED NAG 31110ETALSAND DETAIUNG OF CONCRETE REINFORCEMENT," LAP AUL ENFORCING BARS PS NOTED ON THE RAMO. MERE PUCE LE*ID IS NOT HAN, USE WEE WO; PORTO? BARSI BUDGED DEVELOPMENT AND SPUCE LENGTH SCHEDULE MECHANDA. SUES CALLED OUT ON TIE RAMS SRL E TYPE1, DUGS CMILERVADE NOTED, TYPE 1 EKES PHALLPRELOP 125 PERCENT CA GHE YIELD CAFACITY OFTHE PUCE° BAASIN BOTH TENSION MO COMPRESSION. TYPE 2SPECES SMALL DEVELOP THE SPECIFIED TENSILE STRENGTH OFIWE SPLICED BARS IN TENSION IN AMMON TO MEETING GTE I SPUCEREOUIREMENTA SUBMIT OGES CR IARE LES REPORT VAUD FOP WE 201518D DEMGANSTRATING CUPUANCE OE COGGERSOVIDI WIESE REGIREBENTS. AT THE CONTIGPCTOE'S OPTICIAN() WIEGTHE ARCHTECTSAFFROWL, Face DEFORMED BARD MAY BE USED IN (EU OP REINFOPCINIVIARS SHOWN WITH STANDARD BO OP MO DEGREE POOPS AND CNC& SPUCES MAY GE USED IN LIEU CRAP SPIICES, ESE OF HFADED DEFORMED PAZ IS SIMJECT TO CONFORIME ACI113 SECO 2544 USECRIC/ANICAL EDUCES ISSDBJECT TOCONFORMANCEWITHACI318 BECTON 132744D REQUIRES SMOG OF AN ICCGS OR IAFMOGES REPORT VAUD FORIME2015 IPC. REIIFORCING STEEL SAL HAVE PRODECTION AS FOLLOWS, UNLESS NOTEDCWEEMISE ,C,,°;RS PER GOALS NONSTRUCTURAL SIAGOIPORADE DAMARA. MERIN FACES 1/4" EMBED TO EM4TH ORWEATNER 0112 41AN0SMALLER) 2' ICAND LARGER) FOOTING, 0011031 BARS 3" (CAST AGAINST EARN DiP EARS 117 2' SIDE PARS 148 AND AGER WYSE EPAOSEDIGEARTNOR WENWEIPJ WELDING OF REINENCING, WHEREAPPRCNEDGY ARGHTECT,SHALL OE PERFOR4ED USINGLOWNYOGOOMN EIECTRODESAND PREIWATED INACCOREADVE WITHAM DIA PEINFORMIG STEEL MELDINVODE WELDERS AND WELPINGPROCEDDRESSFIAL BE OUAEDD IN ACCORDANCEWIIH AWS 01.4. MATERIALS SRI CONFORM 10 NE FLOWING REINFORCING BAPS TO BELVELDED AS21MA355, GRADEGB, LOW ALLOY WELDING ELECTRODES BO/A NONSHRINKGROUT GABE PLATE GROUT SP& BE IIONSPRINK TYPE WITH 1,511IMAI Pc v 0.030 PM. AGOTHER NONSHPINK 1019111o14494415445114:450949 ,0 STRUCTURAL STEEL REFERENCESPECIFICATIONW STRUCTURAL STEEL ABC 350 •SPECIFICATIGN ECG STRUCTURAL STEEL BUILDINGS HIGH STRENGTH BOLTS RCSC SPECIFKATION FOR STRUCTURAL JOINTS USING HIGH•STREFIGTH BOLTS WEJANG AYES 01.1, 'FERAL AWS D1.3 FOR STEEL DECK AND COUGFORMED FRAMING AWS D1.8 FOR SUPPL9,113DIAL SOSIVIC FUSIONS AWE FREQUAUFIEGJDOIT DEALS WELDER CERTIFICATION WASEINGTONASSvCIAION 0%9UILDINGORCM (INABO? STEELJOISTSAND 481DGIN$ SJI STANDARD SPECIFICATIONS S ['EEL DEM STEEL DECKINSTITU7E PULICAIN NO FDCM STEEL DECKINSTITUTE FOLICAIION NO RNM AISI 51. NORTH AMERICAN SPECIFICATION FOR THE DaGN Of 'OLD,FORMED STEEL STRZURPL SIERS STEEL DENO NEE RANK SWES 2144094584188022 PLATES (PO EIARS ASTMMETYPICAL ASTMA MACE 50 WHERE NOTED WE (I) CWNELS ANDMq 8414454 STRUCTURAITUBES ATRIA SW RANG STEM ASINIK MOE STRUCTM. BOLTS ARF 3125 ORADEA 36 MC1101003.9 ASTNIF 154 GRADE 36 UESS ICED °THEME MEADE RODS 55418436 UNU-SSNOTEDPIERNSE WELOING ELECTRODES 7D EDI LOWHYDROvEN TYPICAL BO KM JAMPAIM STEEL DECK ANOCOLGFORMED WIG BLIND BOLTS ROLLO BODi BY DOWER ,E513,3335OR APPROVED EQUAL STRUCTURAL RR DESIGN FABRICATION AND ERECTION SHALL CONFORM TO ENE REOLIRENENTS OF103 CHAPTER V, ALL MEM4ER5 ARE TO BE ERECIDNITH NATI& GIL ABER OA INDUCED CAICR OR UNLESS GINERME NOTED PN THERM RETOOK OL MEMBER SIZES OR STEEL SWE NEL NOT SEALLOWED 'POUT PRIOR APPROVAL BY THERRIECT. AMINNUM °FTC BOLTS IS REOMED FORL BEWONNECIONS.ALTERNAIIVECOMECTIONS TO POSE SIOVN ON THESE DRAVVINGSALL REQUIRE PRIOR WPROVAL BY THEARCHITECT THE CONTRACTOR &NU BE RESPONSIBLE FORALL ERECTION MOS AND JOIN7 PINEPARPOICHAT INCLUDE, BUT ARE NOT LIMITED TO, 44521084401441F1411345 #400144495098512155940049/844, REOORED ROOT OPENINGS, ROOT FACE 5ENSI0N5, MOM ANGLES, MCKNG EARS, GOPES, SURFACE ROUGRE$S VOES, 440194114044915 GAII/LAILING STRUCTURAL STEER CDNIIECIIONS, INCLLEING PLATESAND OTHER STEEL ITEMS EMBEDDED IN COVED, WHEN ARE ELFOSEETO WEATHERAND NOT TO KRIEG Gra BE 11011aPPED GALVANIZENFTER FABRICADION IN CO/NUANCE AMHARA GI PADFIELD WELDS CA GWVANIZED MATERIAL SMALEBE COATED WITH BRUSH APOJECANG MCE PAINT CDMAYINGVAIN ITESPECIFICATIONS. 'MDI' NG SHALL BE INCOIWORIVICEDATHAISC AND AVIS FANNIES, AND SHALL PE PERFORMED BY INABOGERGREDWELDEPS. ONLY WELDS TRW ARE PREQUAUREGAS DEFINED BY AM, OR DUAUFIEDOY TEST% SMALL BE USED. SKOP DRAMS SPAG BROW AUVAILDINGMADISA2.4SYMBIGSAVEWSSPOWNOP ORADONGSAPE 1411143114ZES. II,GREASE WELD SIDE TOAVVS 1,5141MAISOLS MS@ ONTHICNNESS ANNUM WaD RE 311184NCW UNLESS NOTED OTHERYA5E. 12E9ELDS55OWN APE FOR 111E GONNEClIONSWIELDNEW SY14BC15 ABE 5310,MNOMERE FIELD WELDS APE EMBED BY THE STRIGTORWDEOGNAVNERE FIELDWOD IS NGT INWCATED, THE CONTRACTOR IS RESPONSIGE FOR DEDERWIINGIF A VELE SHOULDBE SROP OP FIELGWELEEDIN ORDERTO FACILITATE THE STRUCTURAL STEEL ERECTION, MAWS GPEN WEB STELJOISISSKALL BEOF MEAN CDPE SHOWY ON THE COMMAND SHALL CONFORMTO THE PEOURDWATS OF TIESGDEL10151INSTIGATISAJJOISTS SAL GE SUPPLIED WITH THE PROPER BRACING AND BRIDGING TO PROVIDE LATERAL STAMP OF ALLIGISTS. JOISTSSHALL BE CESIGAGGIN ACCOPEANCEDIGHTHE RAND LOADS DESCRIBED, HEREIN, CONDECIIONSIN SEAS MEMBERS BOLTED CONNECTIONS IN SAPS &BERGSMA! BE SUPGAITICAL WITH CUPSSAFAYING SURFACED VIEUADOONDECTICMS INSFRS MEMEPSWOLL DE E/E3INACCORDANCEVMBH THE PROVOS OFAVS 01.3"STRUCTORAL MGM CODE , SEISMIC SUPPLEMENG. WELDS ASSOCUMEDWITHTHE SEISMIC FORCEWESISTING SYSTEMARE IDEATED 31,111114TNESE D4ANING445 FOLLOWS. VOTE WITNIDLYELDTAIL DI 5IDCATES WEDS SLBJED-0 RECUMEMEMIS OF DI, 8 j , 1 &OM INOICATESMOCRIDGAL 'AMASSED:ITO ADDMIGIA, SPECIFIC RECAREMEGGE WITHIN D1,3 THE LOWEST AN -PUPATED SERVICE TEARRAD3RE IS51 DEGREES1AHREMIEli FOR DETEGMBATION OFRECARED GIMPY MICH INGRESS LEVEL PROTECTED ZONES PORTIONS OVIDESEISVE PGRCGRESISTIro SYSTEM MEWAERS, AS 01M1E0 IN DOTAL 4153,3 , ARE DEFINED AS PROTECTED ZONES AWARE SUBET TO THE FOLLOYAND U4EA20N1 ,w 1. 3MITINTHE PROTECTEGOIES, HMS TACK WELDS, ER120146E3, AlliAPC MANG, ADO BNSPECEEDTHERGAL CUTENGFIROM FABRICATION OA EIRECGON OPERATIONS SHER" REPAREDAS REOUIREGBY DIE ENGINEER. 2 WEDEO HEADED SGPOANCRORSAND DECKINGATTACIWENTS WWI PENETRATE NE MELANGE SHALL NOT BE PLACED OMPEMI PANGESWIT101 THE PROTECTED ZONES, ARC SPOT WELDS AS REQUIREOTO SEURE DECK SkL BE PERICED. 3, COED, BOLTED, SCREWED OR $1101,1N ATTAcHMENTSFOR PF41111WGE. ANGLES, EXTERIOR FACQES, PARTIONS, DWORK, PIANG OR OTHER CONSTRUCTION SHAW NOT BD PLACED WITHIN DBE PROWCTEDZONES, STEEL DECK STEEL DECK SAL CONFORM TOASTMA653. NIDE 711EDECE IS LEGEPERMANENTLY EXPOSED. CANNIZEOCOATING SHAG CONFORM TO ARA 024, G.00, IN GTO ARENS, GALVENIZED COATING S111U, CONFORM TGASIM OW RD STEEL ESCIPSFALL CONFORM TO THE FOILING% I, IL =NM 04021444545 354 COIPOSITE FLOOPERME SIM DECK • ' NONWOMTE STEELPOOF DEG( MINIMUM GEGI GAUGESARE SHOWN ON PLAMSAIW APEPASED ON ISPANPUYISHORED" CONTIFIONEWEAVIER DEN GAUGES WAY BE HOMED FORCONCITIONS OTHEA THAN THESE, DEFENDING ON FAUFACTURERMANDCARACTORS LAYOUT HU SUPPLIER SRI/EPP DECKGAUGESAND CAPACIGES BA4 ON ACTUAL DECIL lAYOUT AND SPAN CONDITIONS INGIJOINGA50PF8UPERIM80SEDII44BZ 4404VAMEDAGGEHE STEEL ROOF NCK DEVIATIODID DECK GAUGES FROM GINE SON BC BE SIDEVITTECTO THEARCHTECGALONGWITH A VAUDIDC REPORT 'OA APPPCMALPRIOR TO SHOP CETAIUNG. DECK DYEING SHALL 8E INACCGRCANDE MR ANS DI 3111RODAGRAL WELDING CODE• SHEETSIDEL" WELDERS EMU DE CUAUMED PY MAK SHEET STEMAAELEEP CERTIRCATION PROGRAM, ABC FOGGED SIDES NOTECARE MOON THE NOVA IVISIBLE) WEER r CONTRACTOR SWILL PROVIDE CLOSURE PUGES, FLASHING, &CALL MISCELLANEOUS COLGFORMENRAMING NECESSARY TO COMPLETEGIELOM THE WOMAN BEARING SHALL BE 2 INCliS COMPOSGE FLOOR STEEL MCI( STEEL FLOOR DECK SHALL BE A COMPOSITE 1YPE DEWLAP RIBS AT 1211GIES ON CENTER OF PIE SIZEAND GAUOESHOWN CNIli PASAPODOETPILS,OR AN APPROLS EQUAL ELECTPMAL OMNI SHAG NOTBEf MBEDDEO INCOMPOSITE FLOORS, FLOM DECKPASTENINGSHAll BEAS FOLLOWS KESS 8781) THERAISE AND EGET AS INDCATED TYPICAL COMPOSITE BEAM DETAILS MIN 5144OH DIAMETERAPCNSPOTWELDSATI2INCHES ON CENTER AT TRANSVERSE 4WD PEPIMETER SOPORT8 , I 384 WON OINVEIERARCOPOTWOLDS AT 18 10,5013 CENTER W LOPOIDODIYAL BYPPORDS BUTTON NIGH OP I MACH 1C,P OR SIDE LW I9ELDA1I8I40E58 ON CENFERAT S0ER014442C1I016 NONCOMPOSITE STEEL ROOF DECK FEEL ROOF DECK SHALL BE OF WE MIEN GAUGE SHGANI ON DIE PLAYS OE AN APPROVEDECUAL STEEL HOOF DECKFASTENINGSHALL BEASEHOWN ON DYE FAS. DIE MINIMUMMAP SHALL E DIODES CENTERED OVER SIPPORTS. SUSPENDED CEILINGS, LIGET WILFRED PIPES,DLGTS,MECOCAOR ELEGEM EQUIPMENT, OP OTHER MIES SMUDGY BE SJPPOADED BY Di NONCOCSITE MUGGE DECIMOUT PHI/VALDE THE BONER HOLES GP COMBINAIGNSOF ROLES NOCOMPOSITE STELP0OF DECKAICH CUT ENVIES. 5 NEP ARE CLOSER GOM 24 INGHES OP CENTB IMAM( DECKSPAG MAY REQUIRE GEV REINFORCEMENT MD REQUWE DIRECTION FROM DE ENGINEER RECEIVED CITY OF TUKWILA PERMIT CENTER I q• uJ 33 uJ o F ° D )1: I - CONFORMED SET ISSUE DATE 461030,9 Parrs row mow CNNIS STRUCTURAL NOTES SO.1 05 STRUCTURALNOTES.CONTINUED ANCHORS POSTAFALLE2ANC0RS PROVIDE POST.INSTAWED ANCHORS PER TE FOWDOIG SCHEME UNLESS NOTED OTHERMSE' ANCHORS IN CONCRETE AA'CHORTfPE APPROVEDANCHOR(S) EVALUATION REPORT ADHESIVE H2THIT.H000 ICC-ES ESR.3187 CHAU H1111 RN MU 12 IMES ESPRIT USEOFMERNATE REIM. OROF P0/0NSTALLSAKKORSA iNAT2NS0T alOWNINIKENAWIN9SIS0MCITOMEAPPROVALOF THEMMTECT. NMI PROPOSED MOORS THEARCHITECT NADI AN ICC.ESOR IAN° ES REPGRT 'he FOR THE 0510. SOWTTED iCC-ESACIAPI0UESREYGRTSKILDEMNSTRATF. T101THE PONS ARE SUITARIE FOR USE IN CRACKED CONCRETE RUNGR01ED, EllY GROUTED REINTORCED CONCRETE WiSON0 UNII.NiREACHORS RESIST SEW LOADS, MICED IZESANMAPM0 LIES EPORIS SHALL EONSTRATE TAT THE AKHORS ARE SIZABLE FOR HRESSTANCE OF SEISMIC LOADS. 1002ES SI10 NOT BE INSTALLED PRIOR TO THE CONCRETE RFACHINGAN AGE OF 27 DAYSAS REOUIRED BY ACI 31S, HEARD SHEARSMS AND DEFORMED BAR ANCHORS ALL HEADED SSR MOS SRA CONFORM 10 OVA 1080a 00 BE AINM DINER HEADED PDS UNLESS NUTEDOTERNE 020EI26THPTERIILO ER SHALL BE AS SIMON THE DRAMS. DEFORMED BAR AN6000120 00 CONFORM TO ASTMA4S6AND %AUK OF THE SIZEPAD LECH SHOWNON 1HE DRANNGS, AIL SIDS AND DEFORMED BARANCHORSSAL BE 0101.441011Y END WELDED IN HP OR FIELDYM ECUPMENT RECOMMENDEDBY MANUFACTURER. WOOD AWDVONSTRI,C11,0 SHALLCONFORMTGALL REQUIREMENTSOFI5202 10-0 SAMUMKR SAMLUMBER SHE CONFORM TO TE iATEST EDITIONOVMDING A0 DRESSING RULES10NCLIB OR 'WESTERN LUERGRADING RILES' BY WM LUMBER SHALL WLN ORIEDMIHA 10GMUM MOISTURE CONTENT OFSAND BE THE SPECIESAND GRADESPECIREI0a00 2162 226662 FolPI(SINGLE USE PlANHINv dPIATP 710 4" NICK MO WIDER DO2GU0FIR4AR021O KTOECKING 22421 05211 DOUGLAS FIR4ARCH NO.2 500 D0UG26FIRaCHNO.2 552 66100162TP,91110E620E04226 DECKING21S1ENI14, INSTAUTION 6HAIK PER IBC 2304 9, LA 220521 COONIMS VODD STRUCTRAL PANELS MOD STRUCTV0I. PANELS SRI CONFORM 10 THE REQUIRRZNIS TIE L5TEST EDITION OF DOC PS 1 OR COO PS 2. HATNING 00BE AS 0110,NS. 00FSHEATH10 102 CATEGORY APARATED SlfATH0 0S,E62OSURE 1 4.000FSHEATHINGSH0fiENTALED21IHTELONG2MENSIONPERP00Ca KTMERERS, INSTALL WITH 11 GAP OEMEN PANEtS FLOOR DIAPHRAGM AND IN,S 524. BE DRIVEN FLUSH, BUT SM0 NOT 22521 5E126522222522225526571116 IMAERFASTENERSA00001151 WODO CONNECTORS SAL BE SIWPSON STRONGTIE ASSUFIR CA000 C4-2617,0525PR0VE2E004.INSTALL CONNECTORS INA720R2516C000 55562621 RSRSOOMSOAIONSSEIHS)IIERISDSZSO71ASISSISSIS SPEVIED BY 10 MUFACTURER WHERE CONNECTOR STRAPS00EC100 SEERS, PAE ONE00FOF THE FASTENERS IN EACH MRS kLBOLTS iN WOOD 565555552521202606251055115522121022651450055525551L5052125 HMSAND NUTS OF ALLSOLTSANDIAG 0RENS BEARING CA WOOD All S1010101 RE SEASONED NY AO BE THE 116551251155552051512121 S CONV0, JOISTS SFIAL BE CONNECTED TO PAH BEAVAI711 al SERIES JOIST WAGERS, UNLESS NOTEDOTHERNSEAL DOW ANDTRIPIEJOIST SEWS SHALL BE DOMEOTEOTO FLUSH BEAV0VT11 U SERES HANGERS, KESS NOTED OHNE FRAIOG NkS EU HAVE TEE SIZE AIC RIMMENGTH AS SPECIFIED IN THE FOLOWNGTABLE,UNLESS NOTEDOTHERNSE NFL TYPE SHALL BE MON MESS NOTED OTHERNSE POWER.DRIVEN MLSA0 STAPLES SliALL BE INACCORM IN -ES ES0539, NAUNG NOT SHOWN 0013EASKICATEDIN IBC TABLE 230061. SEE 400 FOR NRIL SIZESAT ROOF DIAPHRAGM SHEATHING. FRAMING NAILS TYPE MARK TYPE 526655 OPMETER 58555 LENGTH 225 21002 0,132 COO 5115 212 151 MON rIbr 2121 1122251 SHORT 211 POWER.DRIVEN NAILSWY BE 08S11019) ORCOMMON MS AT SPACI211 FOLLOMSUBSTITVIONS FOR Nft SIZE, SPACING. OR WTY NOT SHOWN REWIRE APPROVAL ALTERNATE NAILING SCHEDULE FASTENER SWINK TYPE DIAMETER 1 L'WTH 1 SPACING U COMMON 2121 1 212` , I 21211 6' 5 T 7 11526017 031' , 311616 1211 V 6' / T 7 10v C00eN agy 1 y Is 7 2 Fly r 2 10SKR1 6 tr .04" 02' 16' F 4 r 2120 112 16d COMMON CV 02 06* 71 8' 6 4° 1 • 1520ORT 2$3r arr j IT F 5" 4" 210 21 • ALL FAS1EAERSAND CONNECTORS IN MOUND PRESERVAIVVREATED LUMBER SKI" BE GALVANZEDV01MINIMUM COAIING00.83 OUNCES'SQUAK FOOT 10EN22CA22ON AU. SAWN WM9ER AND PREFARCATED V400DPRODUCTSSHALL BE IDENMED SY A MARKOR CERTIFICATEOF INSPECTION ISSUED NE CERTIFYINGAGENCY. REVIEWED FOR CODE COMPLIANCE APPROVED 11.05/019 City of Tukwila BUILDING DIVISION a I ! 5.5 E " r 11, H z J CONFORMED SET I716II/21E-00062IS 5212 03 am STRUCTURAL NOTES S0,2 STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS AB ANCPRBOLT IF INSIDE FACE ADD'L ADDI➢ONPL IN INCH AOH ADHESIVE INFO INFORMATION A01 ADJUSTABLE INT iMEROR AESS ARCHITECTURALLY EXPOSED 1ST JOIST STRUCTURAL STEEL J1 JOINT AFF ABOVE FINISH FLOOR K KIP0,0018SJ AGO AGGREGATE KSF NIPS PER BOJPREFOOT ANON ANCHOR LA LINEAL FOOT ARCH ARCHITECTURAL LFH LONGFACEHORIZONTAL ARD ADHERE REINFORCING DONEL LLH LONGLEGHORIONTAL N BOTTOM OF LIP LONG LEG VERNAL BLOG BUILDING WGT LONGITUDINAL ELKO BLOCKING LP LOW PONT BM BEAM LSL JPIN4TED STRAND LUMBER 9N DIAPHRAGM BOUNDARY N41UNG Oil LAMINATED VENEER LUMBER 001 BOTTOM MAX MAMUM BRB BUCKLINGRESTFAINE➢BRACE 4404 480221CA1 BASF BUCKEINGREBIRAINEOBRACE MFR MANUFACTURER FRAMING MIN MINNUM BAG BEARING MISC MISCELLANEOUS SSW BASEMENT MGM MOMEP B1WM BEPNEON NIC NOT IN CONTRACT BUR BUILIUPROOF NIT NAIL LAMINATED TIMBER C CAMBER N0 NUMBER CAP CAPACITY NCM NOMINAL CC 0ENIERTOCENTER NS NEARSIDE C0F COVROLLED DENSITY FILL NS NONSHRINK Cl CAST -IN -PACE NTS NOT TO SCALE Cl CONSTRUCTION ORCONTROL 104VT O; ON CENTER CJP COMPLETE JOINT PENETRATION 00 OUTSIDE DIAMETER CL CENTERLINE OF OUTSIDE FACE GIG CEILING MG OPENING CLR CLEAR DPP OPPOSITE CMU CONCRETE MASONRY UNIT P POST COL COLUMN PAP POWER ACTUATED FASTENER ODIC CONCRETE PC PIECE COM CONNECTION PC PILE CAP C0N91 CONSTRUCTION PEN PENETRATION 0021 CONT1NWOS PIP PARTIALOIPPENETRATION CLNTR CONTRACTOR Ft PLATE 000R0 C00ROIN8TE PL PROPERTY LINE C1R CENTER 0W0 PLIWOOD CY CUBIC YARD PITH PANEL DB DIVIDER BEAM PSF POUNDS PER SQUARE FOOT DIN DEFORMED BARANCHO7 PSI POUNDS PER SQUARE INCH DBE DOUBLE PT POSTIENSIONEO DCW DEMANOCRMCALWELD P1 PAEBERVAINEIREATED DEMO OEMOEISH PIO PREFABRICATED WOOD TRUSS 0E1 DETAIL R RADIUS DF 000C4A9FIR RD R00§DRA1N DA 014NETER REINF REINFORCING DAG 01AGOYAL REM REM4IVLDERI CKG DECKING RED'0 REQUIRED ON DONN RAID ROUND CO DITTO RO ROUGH OPENNG OWE DEFORMED WIRE FA82iC RIN RE11EN DWG DRAWING SC SUP CRITICAL DWI DOWEL SC4ED SCHEDULE 08 EACH SDCI SEATTtEDEPARTMENT OF ET EACH FACE Co2S1RUCIOMNAND INSPECTIONS EL ELEVATION SD0 SPECIADUCTLE QUALITY ELECT ELECTRICAL SECT SECTION KEY ELEVATOR SFR9 9EISMOFORCEAESIS11NGSYSTEM EN PANEL EDGE NAILING SHT SHEET EO EQUAL SH1G 9HFAIHN'G EQUIP EQUIPMENT SIM SIMILAR ES EACH SIDE S0G SLABONLGRACF EW EACH WAY SP SPACE EX EMSIING SPEC SPEG4CA1704 EXP EXPANSION SO SQUARE TEXT EXTERIOR SST STAINLESS STEEL F FAHRENHEIT ST SUSTAINED TENSION ANCHOR F0 FLOOR DRAIN STD S1ANDk40 FON FOUNDATION S144 511FFPIR FF FINISH FLOOR S11AR STIRRUP FIN FINISH S1L STEEL FLO FLANGE S1RUC1 S1RUCIURAL FLR FLOOR SIPP SUPPORT F09 FACE OF BUILDING SYM SYMMETRICA'. FS FAR SIDE 1&9 TOP AND BOTTOM FT FEET 1&G TONGUE AND GROOVE' FTG FOOTING 11 TOP OF G4 GAUGE TB TABLE GALV G8LVANMED INK 1HIQNINESS1 GB MOE BEAM IHRU THROUGH GEN GENERA. TRANS TRANSVERSE Ci GLUED LAMINATEDTIMBER TIP TYPICAL GOUT GOVERNMENT UNC UNLESS NOTED OTHERWISE GA GRACE UT ULTRASONIC TESTING GN9 GYPSUM WALLBOARD VERT VERTICAL HF HEM -FIR VIF VERIFY INFIELD H HANGER W WSHAPE HK NOOK W/ WITH HOAR HORIZONTAL NO WITHOUT HP HIGH PONT W0 WOOD HSS HOLLOW 9TRUC0URALSECTION WH9 WELDED HEADED STUD 10C INTERNATIONAL BUIl01N000DE W. WATERUNE ID INSIDEDN1EPR WP WORN POP IE INVERT ELEVATION CONCRETE SYMBOLS Q.......................... STEPPED FOOTING LOW SIDE CONCEIT WALL ABOVE ORPASSING 1HRI LEVEL PARTIAL HEW CONCRETE WALL 177773 MASONRY WALLS 9 CONCRETE IN CROSS SECTION STEEL SYMBOLS Io 0 STEEL COLUMNASOVEORPASSNGTHRU11SLEVEL CAMBER 7SMUSPAN NUMBER OF STUDS BFAMSi20 . COLUMN BELOW-�-.- FULL HEIGHT PLATE CONNECTION I FH SPECIAL STUD SPACING ,OR F' GIRDERS.._/DI BRACED FRAME STEELDOLU17N SELDINTHIS LEVEL ST2IINCROSSSECTION .y,ti BRACED FRAME BELOW - NUMBER OFBCiTSIN SPECIALCON1EC➢0NS NUMB OFBMY".SIN CONNECTONIF DIf FERENI FROM TYPICAL T TOP OF STEEL EI4VA➢DN DEVKT1ONFROM TYPICAL I� M0I5"R OR TENSION r RESISTING CONNECTION — BEAN PENETRATION MEMBER OF THE S8S40 FORCE RESISTING SYSTEM �. B07FAR BEAM BRACE I REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 /019 City of Tukwila BUILDING DIVISION aGl FLAN GENERAL SYMBOLS GRID BUBBLE SLAFACESLOPEUP SURFACE• STEPPED S'JRFA08-SLOPE DOWN SURFACE .,SLOPE 120 WAYS UN0151URBE0 SOIL, COMPACTED SOIL BPOKFIU, 0R ANY PREPARED SUB0PJOE SEE 971041IFATIONS FOR TYPEOF MATERIAL AI0 PREPA44110N NETHO0. NOTHARRON STANDARD SECTIONCUTS BUILDING SECTION CUTS FLEVA➢ONNMI CRRRAME SOT ELEVATION, TOP OF PLYWOOD TOP OF CONCRETE TOP OF STEEL TOP OF 001REIE ELEVATION ,4 1942'> TOP OFSTEEL ELEVATION 11SIAB REFERENCEEI2VA11011 R0 ERI0PLA9 NVL&9N01E001HER1MSE L— EIEVAl10N CP(EVEL AWP WCR201N1 DIRECTION OFCOWARD ROPE DIRECTION OFSPAN WOOD SYMBOLS GID ,MSECTION ENCNNEEREO LUMBER SECTION (PSI ISL 1411 SDLD'8ODDSEC110N 9010 W00D B1OCMI7 SECTION BJM7'EDSEUDS, WOOD POST PLYWOOD SECTION SEAMIGIROEA11WS1 CONFORMED SET ;SSUEOA10E,10$DI9 127781E STRUCTURAL ABBREVIATIONS AND SYMBOLS S0.3 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING TABLE 1 • REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS SYSTEM ORMA1ERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE ORSTANDAADI REFERENCE FREQUENCY1NO166) CONTINUOUS'. PERIODIC SOILS VERIFY MATERIALS BELOW SHALLOW FCUN0A1104'SARE ADEQUATE 704PHIEVETHE DESIGN REARM CAPACITY. 1E17066 1705.E 05004HNGM. REPORT - X SYTHEGEOTECNNP,ALE224255R VERWYEXCAVATIONS ARE EXTEND@ TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FEL MATERIALS. X VERIFY USE OF PROPER MATERIALS, DENSIIES ANC LIFTTHONESSES DURING PLACEMENT AND COMPACTION OFCOMPACTED FILL X - PRIOR TO PLACEMENT OF COMPACTED FILL. INSPECT 518GRADEAND VERIFY THAT SITE H45 SEEN PREPARED PROPERLY. X TABLE 2 • REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION REMARKS SYSTEM OR MATERIAL IBC OE CODE OR STANDARD FREQUENCYINOTE6) lI REFFRENCE REFERENCE CON5INUWS'.. PERIODIC FABRICATION INSPECTIONIN "rABRICAilONSHW 770425 • WHERE FABRICATION OF STRUCTURAL. LOAD -WING OR LATERAL LOAD -RESISTING MEMBERS OR ASSEMBLIES I6 BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP,SPECIALWSPECIIN OF THE FABRICATED ITEMS SHALL SEAS REQUIRED ON TABLE 2 AND AS REQUIRED ELSEWHERE IN THE STATEMENT CP SPECIAL INSPECTIONS. REFERENCESEC10N 1124051 FOR APPROVED FABRICATOR FXCEP110R CONCRETE INSPECT REINFORCEMENT. INCLUDING EMBEDMENTSANOVERIFY PLACEMENT TB 1786101AC13162126`226.y 17DS3 iBWC 26.81,26.1126.8, 28,13,5; iSC 5fi0: NSP X TOLERANCE AND REINFORCRIGPLACEMENT PER ACI 316: 266 INSPECTON CPREINFORCING STEEL WEON TB 17M,31E) 170H3,1 MEANS N01E00'HERW5E ACI318:28&4 AVIS 01,4:7 X MAN UFACTURER5CERIPIETEST REPORTS MA1sANLVERiFNPS10NOFWELD FlL1ER METALS 1105,3,7 X COPY 134ELDINGPRCCE01RE SPECIFICATIONS VERIPYINGUSE OFPROPER WELDING PROCEDURE SPECIFDATIONS - X 'COPY O'r 01)ALIFICATIONCARD3 VENFYINGWELOEROUALIFIOAIONS VERIFY WELDABIL§1YOFREINFORCING STEEL OTHER IUNA51MMN, T617359 '231 X GERiIFIEDMILL TEST REPORTS 1B17E:3 2,31 IAWSDN4 ACI31826.84 INSFECI SINGLE PASS FILLET WELDS, MAXIMUM51K 181 IDE3 221 415351DSVISUAI1Y INSPECTEDPERAWS D14:iS WSPECTALLOTHERWEIDS IN'SPECTANTINIRS CAST IN CONCRETE WACS1601706 A0S�,1Bf1,81: 3S0'. NSi AI X ALLWaas MI5EVISUALLY INSPECTED 5(SPECT A!KH7RS POSTSNSIALLFD IN H4R2E550 CONCRETE MEMBER B. ADHESIVE ANCHORSANDADHEBIVE REINFORCING DOWELS INSTALLED IN H06004IALLY°RUWVARIXY INCLINED ORIENTATIONS 10 RESIST SUSTAINED TENSION LOADS. 1B11W,314,31 AC(5654 ICCNAPMO EVALUATIONREP0R1 ACI316:1181A, 26.113 REFER TOANCHOHGALLOWS FOR SUSTAINED TENSION ISO DESIGNATION MECHANI A,ANCHORS, AO'HESIVE ANCHORS, ANDA0HE51VE REINFORCING DOWELS NOT DEFINED 440VE 1B17M5I461 ;EVALUATION AC13EE.4 ICCIIAPM0 REPORT AC1318:17.61 2619.3 'NOEP1 ',.. ALL ANCHORS SHALL BEVISL'NtLV INSPECTED VERIFY USE OF REQUIRED DESIGNMIX TO 17E31 '1053 .904 19082 13013 AC1315319, 2843-E44,a139 X PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMPAADAIR CONTENT TESTS, AND DETERMINE 11E TEMPERATURE OF THE CONCRETE TB1/56'7I61 !A5TMC3, 180610 AMC 772 ACI 318: 28,4 26,12 X - INSPECT CONCRETE ANDSROICREIE TB175501 PLACEMENT FOR PROPER APPLICATION '7552 TECHNIQUES. 1245658 A4531B:28,S, 26.738 X VERIFY CURING METHOD ANDDUPAIION•� CURING FOR EACH MEMBER. 1 0.CI718: ffi,1353'b X - VERIFY MAINIENANCEOE SPECIFED CURING TEMPER4ILWEAND 'BEDTIIMES: u 735 ' iNTBS ACI318:26,5}2025, 26.111 INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OFTliCONCRETE MEMBER BEING FORMED, TB 176631121 11c,55 AC13112611.1201 - 1 - '.. SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE CODEOR STANDARD] REFERENCE REFERENCE FREQUENCY (NOTE 81 I OBSERVE 'PERFORM STEEL INSPECTION TASKS PRIOR TO WELDING WELDING PROCEDURESPECIFIOATIONS 'WIS/AVAILABLE 1 I1705,2 AISCI9D T6N541 RISC 760 NSA _ X MANUFACTURER CERTIFICATIONS FOR WELOI3CONSUM481ESAVAI1ABLE X , MATERIAL IDENTIFICATION'1YPE/GRADE) WELDER IDENTIFICATION SYSTEM X - FI1UP OF GROOVE YIELDS {INCLUDING JOIN' GEOMETRY) 70131 PRCPAR4110N, DIME,'S0CNS AIGNMENT, RWTOPENING ROOT FACE, BEVEL), CLFANONE5S ICDNDMON OF STEEL SURFACE51, TACKING 3:ACBVIE3DOUALIIYAND LOCATION},, RACKING 1YPEANDFR'IF APPLCABLEI X _ CONFIGURATION AND FINISH ON ACCESS HOLES X FITUP OF FILLET WELDS: DIMENSIONS 'ALIGNMENT, GAPS AT R001 CLEANLlNESS(CONDITION OF STEEL SURFACESL 1ACK6VG11ACKWELO QUALITY AND LOCATION, BACKNIG TYPE AND FIT CIF APPLICABLE X ' _ CHECHWELDINGEQUIPMENT - • 'FABRICATOR OR ERECTOR SN41.1C0SERVE INSPECMONTASKS DURINGW5.DRK' USE OF 0114UFIEOWELOFRS I1G5,2 AISC360. T3NE4-2 IBC KO: NSA X CONTROL AND HANDLING OF WELDING CONSU.4ABLES' PACKAGING EXPOSURE CONTROL X NO WELDING OVER CRACKED TACK WELD FNVIRONMEVIAL CC0D1110NS WINO SPEED WITHIN UNITS: PRECIPITATION AND TEMPERATURE MIPSFILOWED'. SEIIINGSONWELDING EQUIPMENT, TRAVEL SPEED, SELECTED WELDING M4IERNLS,53112N3GGAS TYPE/FLOW RATE, PREHEAT APPLIED. INIERPASS TEMPERANRE MANTAINED (MINIM .1,, PROPER POSITION IF, 4H,CH) - WELOINGIECHNIGE5INTERPASSAND F'INALCLEANWG, EACH 545553 MN PROFILE LIMITATIONS: EACH PAS3MEETS O1Al11YREQUIREMENTS INSPECTION TASKS AFTER WELDING: MUDS CLEANED AI6C360:18134,3 1SCI60:3114 X - - 52E.1ENGTHAND LOCATION OFWELOS WELDS MEET VISUAL ACCEPTANCE CRITERIA CROCK PROHIBITION, WELDOAS&MEIALFUSION, CRATER CROSS SECTION, WED PROFILES, WELD SZE,UNOERCU1 POROSITY - X - ARC STRIKES f7032 •X KNRE4 1 X BACKING REMOVED AND WELD TABS REMOVED (IF REOUIREDI X REPAIR ACTIVITIES - X - DOCUMENT ACCEPTANCE ORREJECTION OF MELDED JOINT DR MEMBER X INSPECTION TASKS PRIOR TO BOLTING' MANUFACTURERS CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 17552 AGC5SB1BNS61 A4SCED. N56 X FASTENERS MARKEDWACCOROANCE WI1HA51M REQUIREMENTS X j PROPER FASTENERS SELECTEDFOR TK JOINT DETAIL GRAD„ 1YPH, 8011LENGIH IF THREADS ARE TO BEECLUDEO FROM SHEAR PLANE) - PROPER BOLTING PROCEDURE FOR JOINT DETAIL CONNEC160ELEMENTS, INCLUDING THE APPROPRIATE FAYNVG517AFACE C0Ng104452HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS R . PREAN5IAIIA10NVERIFICAT0NTESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED - PROPER STORAGE PROVIDED FOR BOLTS, NNB.MASERS AND 0111ERPAs1ENER COMPONENTS X . INSPECTION TASKS DURING BOL1N0 FASTENER ASSEMBLES, OF SUITABLE CONDITION, PLACED RIALL HOLESAND WASHERS OF REQUIRED) AREPOSIIOIED AS REQUIRED 705.2 NSC161.1375.32 NSC"ED, I5,6 ' JOINT BROUGHT TO SNUGTIGHT CONDITION PRIOR TOOLE PREIEN8049NG OPERATION X - FASTEFERCOMPONENT NOT PRNE0BY THE WRENCH PREVENTED FROM ROTATING X .._ FASTEAERS ARE FRETENSIONED IN ACCORDANCEWITH THE,4CE SPEC5ICAI0N,➢ROGRESSING SYSIEMATIOILLY FROM THE MOST RIGID POINT TOWARD THE FREE EMS A - - REVIEWED FOR CODE COMPLIANCE „ APPROVED JUL05 P019 City of Tukwila BUILDING DIVISION CONFORMED SET ISSUEDAIE•M.10.20I8 53- 1 STATEMENT OF SPECIAL INSPECTIONS SO.4 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING INSPECTION 1ASKSAFIERBOLTING: DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS H052 AIRS 360'. TSIYS3 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR IO C/MCBEEE PLACEMENT) RASEMENTAND INSTALLA710NOFSTEEL DECK 17N'3 AISG360'. ERNST AISCSOO:NB1 PLACEMENT AND INSTALLATION OFSTEEL BEADEDS1UDANCHCR6 ( DOCUMENT ACCEPTANCE OR REJECTION DE STEELELEMEN76 ' INSTALLATION OFDEBNWE861EEW01S15AND JOIST GIRDERS 116527 2207.1 X SEE JOIST MWB'JFACNRER FOP SPECIAL INSPECTION REQUIREMENTS ASSOCRTEO WETS THE DEFERRED SUBMITTAL INSPECTION OF FABRICA7EDANDERECTED STEEL FRAMES: VERIFYJAIICN CF CCMPLIANCEWIIH CONSTRUCTON DOCUMENT DETAILS, INCLUDING MEMBER AND COMPONENT LOCATIONS. BRACING STIFFENERS, AND PROPER APPLICATION OF JOINT DUALS. - MSC36P. NS.1 X STEEL DECK INSPECTION OR EXECUTION TASKS PRIOR 1O DECK PLACEMENT) VERIFY COMPLWNCEOFMATERWL /DEC ANDAELDECK AGCE5SO5ES)WI7H CONSTRUCTIONCOCOMENTS, EXCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESS 110,22 SDI 2WOC APP,1 T 1 X DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND 050(ACCESSORIES X _ INSPECTION OR EXECUTION TASKS AFTER DECKPIACEMENT: VERIFY COMPLIANCE OF DECK AND ALL DECKAGCESSC5IESINS1AWTFONIAMB CONSTRUCTION DOCUMENTS t70522 SDIOPlCCAPP.I X VERIFY DECKMATERW.SARE REPRESENTED BY THE MILL CERTIIFICATINSTHAT COMPLY PATH THE CONSTRUCTION DOCUMENTS - X DOCUMENT ACCEPTANCE 0R REJEC710N OF INSTALLATION OF DECK AND DECK ACCESSORIES X INSPECTION OR EXECUTION TASKS PRIOR i0 WEL0IM1G. WELDING PROCEDURE SPECIFICATIONS AVAILABLE(WPS) 170S,2,2 SDI QLADC'.APP.1 MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE X • MAMMAL X - CWECKWEAINGEQL'IPMENT % - INSPECTION OR EXECUTION TASKS DURING WELDING. USE OF QUALIFIED WELDERS UOS2.2 6D70NOCAPP.1 X CONIRQ,ANDWWDLIM1C0FWELDING CONSUMABLES ENVIRONMENTAL CO TIONSIWIND SPEED, MOISTURE,IEIWERAIIAEI LIPSFOLLOINr'0 X INSPECTION CR EXECUTION TASKS AFTER WELDING VERIFY SIti AND LOCATION OF WELDS, INCLUDING SUPPORT, SIOF2AP,AND PERLMETERWELOS 1705,22 SDIONE/ API 1 X WELDS MEET VISUAL ACCEPTANCE CRITERIA •X VERIFY REPAIRAC7IVITIES 4 DOCUMENT ACCEPTANCE OR REJECTION OF WELDS INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING) MANUFACTURER INSTALLATION N515101IONS AVNLABLE FOR MECILANICALFAST 4NERS 170522 SDID/CCAPP.) X PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION PROPER STORAGE FOR MECHANICAL FASTENERS INSPECTION CR EXECUTION TASKS DURING MECHANICAL FASTENING. FABTEMERSARE POSITIONED AS REQUIRED E.2.2 SDI GEC: APP.1 X X FASTENERS ARE INSTALLED IN ACCORDANCE/CH MANL'PAC7URER'S INSTRUCTIONS INSPEti1I6N OR EXECUTION TASKS AFTER MECHANICAL FASTENING CHECK SPACING, TYPE, AND INSTA1IATCA OF SUPPORT FASTENERS,BIDELAP FASTENERS, AND PERIMETER FASTENERS 770500 SOIDPTOCAPP.1 X VEERIFYk'5P5546TN171E6 X DOCUMENT ACCEPTANCE OR REJECT62 OE MECHANICAL FASTENERS SYSTEM OR MATERIAL INSPECTED REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREg2ENCY(NO6E6) CONTINUOUS] PERIODIC TABLE 2A • REQUIRED STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE CODE0RSID7NAR0 REFERENCE REFERENCE FREQUENCY5fNDTE6) OBSERVE jPERFORM STEEL VISUAIINCSECIIONTASKS AFTER WELDING -....... AISC341)TBSU X PLACEMENIOFREINFORCING OR CONTOURING F6LEIWELDS (IF REQUIRED) 1755121 OTHER INSPECTION TASKS) PROTECTED ZONE, MO HOLES AND UNAPPROVED ATTACHMENTS MADE BY,ia FABRICATOR OR ERECTOR AS APPLICABLE 121 AGC341:tB.&I % SYSTEM ORMATERLCL INSPECTION REMARKS IBC CODE REFERENCE CODECRSTANDARD REFERENCE FREG0NCY NOTES) CONTINUOUS] PERIOD/ WOOD FASTENING OFDNPHR506AND 6HEARMALL S5PA15255H ED-"MENANGG4 INCHES ON 175122 CENTER O.P LESS - X ALL FASTENING VISUALLY INSPECTED.NCT REONREDPERETHE FASTENER SPACING IS MORE /AN5INCHESON CENTER TABLE 3 • REQUIRED STRUCTURAL TESTING SYSTEM OR MATERIAL TESMNG REMARKS IBC CODE REFERENCE CODE OR STANDARD, REFERENCE FREQUENCY CONTINUOUS] PERIODIC GEOTECHNICAL 4/1241506 DENSITY OR PREPARED SUBCRACE DENSITY 1105.6 PARES; /PERM PER IBC APPENDIX 1101,S MARES; CLASSIFICATIONAN TESTING CO CONTROL/DELL MATERIALS BY THE OEOIECHNI041ENGINEER MATERIALISM/CA/ON X BY 116GE0TECHNICALENGIIEER ''.... 1 CONCRETE COMPOSITESAMPLES 1W3 152 A67MC172 ACI31626.12 ONE SAMPLE FORD IPS 074051ESSTHANS,OW S0FTOF61ABSMID WAL), 0(E6F1P57041 MIN OB1pbVWHEN fRFSHCONCREIE IS PLACED FOR EACH ENSIGN USED CONCRETES/ENE, ONO ASIMCE9 ACI SIP26.72 EACH SAMPLE: ICYL•7DAYS 2071-1ESTAGE 1071.HOLD (N07E6)REFER TOGENERAL NOTES FOR TEST AGE. FOR 45277.NCII CYLINDERS/ CYLINDERS 5766TAGE IS PERMITTED. CYL- CYLNDER CO/BEIGEL1MP ARC 143 WVE TEST PER COMPEER/LE ATPONTOFPLACEMENT CONCRETEAIR CONTENT ASTM8'al ONE iE57PEA MIN PEROAY COMPOSITE SAMPLE C0.NCNtETE TEMPEIWNRE PSTMC1081 ONE TEST PER COMPOSITE SAMPLE ONE TEST PER I0UREWENAIR TEMP IS BELOW 400EGFCRABOVEEDDEG F SHOTCRETE STRENGTH 11051 195574 ASTM C 39 EACH RCP NCR LESS THAN EACH S,WS60 FT a),,,,,,,,),), DAY CIE CUBIC YARDS STEEL RADIORAPHIC(RTI MAGNETIC PARTICLE IMMAND ULTRASONIC (UTE TESTINGOFWELOS AISC NEE RLAWSDttdie Mi AWSDtt51445550RAWINGS UIMAYSD1,tS.UB 6.147 ALL GPWELOSINMATERIALS 516'OR GREATER REQUIRE UT TESTING PRE-0ON51RUD1IDNTESTING CFMELDED SLAPS flOS22 ALMS DLL T7,1 'STUDEACHSHIFT EACH SIZE ANDTYPE OF PREONSTALIATIONTESTING OFWELDED STUDS WELDEDTkiPOUGHDECI(ING 17W22 AWSDIM TS EACH STUD SIZE AIND DECK GAUGE COMBINATION PR.INSIALLAt10NVERIFICAllONOF PRETE/10NEC h'IGHSTRENGTH VMS 110521 AISCESP: TB NSBi RCS/ SPECIFICATION FOR S1RUC1UR5L 014160d,.METER, 03 .GRADE, HIGNSIRENG1d 'USED BOLTS, SECTIOI) EACH COMBINATION OF LENGTH, AND LOIIOBF IN THE WORK REVIEWED FOR CODE COMPLIANCE APPROVED JUT)052019 City of Tukwila BUILDING DMSION U�9 De oh: U J - LL 55 0 F RX CONFORMED SET ISM DATE 4510201E W STATEMENT OF SPECIAL INSPECTIONS SOE5 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING - CONTINUED STATEMENT OFSPECf41NSPECiMNANSTESTINO NOT 4 1. CREDAL INSPECTIONS SHALLCO`FORMi0CHAPTER 17 OF THE INTERNATIONAL SCUMS NOE(IRAQTHE REFERENCE CODES AND STANOARDSILL IN4OTE2. REFER TO TABLES 1AND 2FOR 6PECNLINSPECT8NAND TASTES 3AND 4FOR TESTING REQUIREMENTS 2, REFERENTS CODESAND STANDARDS ARE AS FOLLOWS MC G1S ACt 47474 ANC SCfWS2NIS AWE CURREMEGI110N AS731 CURRENT EDITION AISC 090919 244.7E RCSC 242E SDI OWaa2on 3. SPECK INSPECTIONS AND MEOWED TESTING SMALL BE PERFORMED BY ANWARMED P4AL1FlED 7ES71NGAND4NSPEC1INGACENCYSHINS THE REQUIREMENTS OF ASTMS 32S(MA7ERNL51,AS7MD37401SOILM,,ARC ±977(CO4GRE7ELAND A474 E543340N2E57RUC71VEN 7H4TESTING AND INSPECIINGIu2E4CY KM FURNISH TO SSE STRUCTURAL ENGINEER MDARCHTECT A en OF 1141104 SCOPE OF ACCREDITATION. SPECIAL INSPECTORS 34Al18E ERTIFS BY THEBALDINGCP4ICAL WELDING INSPECTORSHIL BEC>#,O UFO PER SDO_I4 .4,,1.124SWS D1.SA1,WASC 4 THE SPECIAL 7764E070RSPALI054444ETHE 1N01CATEDWORKFOR COMPLINCEW11Hi4EAPPR0VE0CCW7RUC7KKI DOCUMENTS ALLCE4E7ANGE5 SHAME BROUGHT IC INF ATTENTION OF TEE CONTRACTOR F04 CORRECTIONAND NOTED IN 2NE INSPEOTION REP(R7S. ISMS REQUIRlN2IMMEDIATE CORRECTIVE ACTIONS 0R ENSINEFRING NECTARS TO RE BROUGHT TO THE ENGINEERS AMNION IMMEDIATELY UPON DISCOVERY, S. THE SPECPL INSPECTOR SHALIFUR'SH INSPECTION REPORTS FAR EACH INSPECSNTOTHE BUILDING OFFICIAL, STAUCTUFMLENGINEER, ARCHITECT, 07NTRACDDR,ANDDINNER. THE 7ES7NGAND INSPEC7INGSGEN0Y 511411 SUMMIT AFINAL REPORT STATING TNA771CWORK REOOIRINGSPELWL LN'sPEC7IONWAS INSPECTED ANS IS INCONFORI ANCEWITHTHEAPPROVEDCO447RUCTION DOCUMES''SANC P,41ALLDISCREPANCIESNOTED MINE INSPECTION REPORTS NAVE SEEN CORRECTED, B. CONTULGOS SPECIAL INSPECTION:SPECIAL INSPECTIMNSY THE SPECIAL INSPECTOR MOIS PRESENT WHEN ANNWHERE THE WORK TO SS 0370PECTEDi6 BEING PERFORMED, PERIWIG SPEC AL INSPECTION. SPECIAL WSPECRDN BY THE SPECIAL INSPECTOR W401S INIERM7144741 PRF5EN7WHERE 744 WORK TO BE INSPECTED HAS SEEN 0R IS BEING PERFORMED. 7. WHERE 44RIODGWSPECDIONISI4LOVtEDWACCO47INCEWIFHTAEA 407710GIAPMCEVA&-0IDNREMRT, INSPEC747455774IL TEAS FMIGNS. -FOR ALL ANCHORS, ERR TOCIXNFAL44771.V4771F1 ANCHORMS, N4COSIIMENSIONS,,ANCMCR SPACIN24NDEDGE 057ANC[. FOR EACHANCNDRTYPE AND SIZE, INSPECTOR Mkt BEONSMETOCOMINUOUSLYINSPECT AMINIMUM OFTHE FIRST IDANCHORSINSTALLED BY EACH INSTALLER FOR CONFORMANCE WITH ICCINPMO P1A0UA710N REPORT. PROVNEDAIL ANCHORS ARE INSTALLED CORRECTLY PER MANUFACTURERS MS7RIS 710NS PROVIC4 PERIODIC INSPECTION ON A MINIMUM OF 23%0F THE REMAINI NG A400RS BY EACH INSTALLER, INSPEC710NSCHAUOCCU444141MUMOf ONCE PER WREN ATARANDOM 7IME34HILEA4HCRINSTMIATI0N ISONGOING. ANSN0N0CM5LIANOE ISSUES SHALL RESET THE INSPECTONREQUIREMENTS 101E01 MMCONTINUOUS WSPECTIONS, NONCOMPLANTANCHORSSHALL BEBROUGHT'TO TINEATTENTI NOFTHEENGINEEROFRECORDFOR REVIEW AND SHALL BE BROWNS INTO COMPLIANCE BYEITHER TESTING0R RESNSTACN710N. INSPEi7I0N REPORTS SHALL IDENTIFY NAMES OF INSTALLERS, , FECAL INSPECTOR SINAPROV.CE0IWMENTATICSA77NEEND CFANOHLRi 4S7A ATIONE STATING TEAT THEWS -WA NUMBERO•7A5HORS WERE INSPECTED. S. OBSERVE OBSERVE THESE ITEMS CMARAMONRAM. OPERATIONS NEED NOT BE DELAYED PENDING THESE 46PEC7IXVS PERFORM', PERFORM THESE TASKS FOR EACH ELEMENT. S INDICATED CONCRETE TENSING MEETS MINIMUM REQUMEMENiSFOR STRLONRA27ES71NGTOSS PROVIDED SYTHEAPPROVFOQUALIFIED TESTINGANC INSPECTINGAGENCY. ADDITIONAL TESTING FOR CONSTRUCTION CONSSERA➢DNS ARE NOT INDICATED AND SHAU. BE DETERMINED BY IRE MOMS; AND PROVIDED AT CONTRACTOR'S EXPENSE. REVIEWED FOR CODE COMPLIANCE APPROVED 105 N19 CIty of Tukwila BUILDING DIVISION 44 33 Q3 CONFORMED T IISSSEVEDA1E•741N0IA4 s45 M61F IBMR6 STATEMENT OF SPECIAL NSPECTIONS S0.6 LEVEL 2 LOAD MAP FLOOR UVE LOAD SCHEDULE SUPERIMPOSED DEAD LOAD SCHEDULE TYPE MARK DESCRIPTION lam'PSF R-REDUCIBLE) C5FIiS SOIRI'1S TYPE COMMENTS GYMNASIUM 10D CORRNORS D STA.MSAN06NV5AYS SOIRI IDOIRI E LIGHTSTORAGFIEQUIP 125 F M,CWEISCT ROOM 15D TYPE MARK DESCRIPTION LOAD, PSF NIPICSSFIOCR TYPICAI.ROOF NIT ROOF ttPEA a NLTROOF TYPE B 2 ROOF WITH WOODCEILNO C4555Y 515R LOAD SCHEOJLENOTES, 1. IMICATESLIVEWAD AAOSUPEN SEOCEADLOAOPER SCHEDULES. LOADING L'A'11 xCUR5CNN REGI0 400NDNY BON ONES. SUPERIMPOSEDDFJOI.DA➢ UNE LOAD 0MERE INDICATED, LOADS ARE R<,LUCEDNACCORDANCE AUNIBUILDINGCOGE PROVISIGNS. 1 OFFICE LOAD INCLNOES 15 PSF IOS REDL1 ELE PARTITION LOAD. 4, REFER TOTNSIEIB01.11NT:NEINC FOR RELEVANT DDONCENTRAi5OLIVE LOADS . REVIEWED FOR CODE COMPLIANCE APPROVED ,1052019 City of Tukwila BUILDING DMSION CONFORMED SET SSUE DATE.Cd.1029 19pas7S LEVEL 2 LOAD MAP S0 7 ® 80 00® 0 800 8 3 F B , - 4 ) -7— 3 ) ) I 3-3 ) 3 ) L +— -- ) -3) .1 332 + —2 —22 -L— i -34 ) 0 0 0 ROOF LOAD MAP SUPERIMPOSED DEAD LOAD SCHEDULE 1 TYPE DESCRPTO I LOAD, PSF ROOF LOAD SCIEDIE NNE& INDICATES SVPEAMPOSED DBADLOAD PER SCHEDILF.LOCINGOCCURSWILLIN 1-4)J 4EG0IS401N0B3 .12 LMAIBT SELFWEIGHT IS NOT IICLUDED. 2 REFER TO TAKE 16211 131HE BIC FOR RELEVAN1301tEILIBATED UVE LOADS, 1 ROOF FRA121k121,2 BEEN DESIGM130 FOR TAB 2OLLOUG SNOW LOACCABES) WET 22 AV UIFORM LOADWITHOVIDAFF1 CASE2 17 PS233212121BALANCED ADM)) DRIFT LOADS 44014604410.2 01FS1117HPE44LOQING E22,01232 6PSFARE NOM, 13440SA01L4E ORGIED FOR LOABS PIMPLED ON PLAti, LCAABS 230131111ERE AK FOR INFORMATIONONLY. SNOW DRIFT LEGEND { 4044 nPsF 1A PR. 3 40444 W 1431 ADRIF 44444 \ ANAL 3 170 = F21 \ RFT 7 OAF C \ 4411 =1444 = 1121 ADRIFT 3 NI 4141 VASA 13 2 1C+1 P2RIFT 31PSF PBAL = 17PSF W 4FT POP = 69$2 PAFL VII W 15FT AL/ ® ® REVIEWED FOR CODE COMPLIANCE APPROVED 1052019 a 0 CC, 01 111 uJ o -1 4 Q I— 5 CONFORMED SET OBE 3412322122012 Rem 213 3.22 ))14 342 ,Lc61 ROOF LOAD MAP S0,8 (-N 80 0 1:AA? /?6" 1:1?ll1P.6 0Q0 0 00 0 E® , 144? 181 EAT RAT 15:11 9'4 ApA PAW r 12:9110ECN A:GRID 10 SEE NOT:SA SE:NOTE:7 , SEE NOTES: A, 10 tt 0-0 0 80 WI 1% 1: B2 W1641:2 112) 10 011:a (.2 IR: wl —MEP EQUIP 1 LBS W:14:21/2 SPAS PLAN MATH '44 Pp21:44?-212? 3 44 If 2' :CNA:GNU wtoo_ ?°: EPP:QUIP LAS AAR?, WU 1 0 WO LLLi MECH OUP MOS — YA2462?.21/21 PA2145(.2117 SAPS 12.2.6" NEVA)" GRIJ1 5.6 Yp ROOF FRAMING PLAN - AREA A WPM PPAA10 ' Whir ds—J— Rod: 16:31 2 1 701:2112" 6 125' tO? B/DECKAT W1641:2 I,R?? IFCHERVIP 34ran SE NOTE: ci) A.G? 1P.0° 7,6" IZAT NMI jr1 NOES? SP 7 MATCH LIE SEE ?FA 2, u: RDECIPATHPPAPAR ? I I I I WI-04:2V? R 3 VG' 4171 P) , I 1,1A' 41v— 7.r. 17 11018118A /1" PAP 22P 34918 4 WIPPAPSARS ROAL:PARTITION BOW, PROVIDE SUPPOPIPERRSSI L I 4P0^ 4IV 4 IP' B2 AP16,31 A217 SEE VEST PIR,16 12') M 10 01 e 0 Ee ' n L 12P IAT YOECKAT aPIO ? J 8 LEGEND NOTES paERARPLANNOTER Gt EPIPEAREARARAGS" SOK STUTPRAIVES,FERIA:INSPERTON SAPIEDRIRSYMSANCABBARAINS. LPAP MAPS SPA TPPICALCOMPRETEDEULS S5A PARICALSTEEIREPPAIS STEELP(X): FRARAN9 ?WROTE& S1. BOTFOIA OFDECKSLOPESUMFORMLY BOREN EL:PA:OAS:HO:PR 55 STEEL ROOF PECORAtt BE 1 Irt- 20 GAUGE :PE P. FASTEN °PAK PEP ASS.5. SI CONTRACTOR SHALL VERIA) AND COORDINATE All ROOF TOP PECKAMPAL UNIT DMENSIORS, LORATIONS,RDITRAn OPENINGS. SA RDDEFADESIGNED STERADITSKLBE :MATED ASWAN ONPLANAARDPE PEPIHAND TYP: ?UPPED AST CBGNATIOR mows 1 OPE LOAD *TOTAL:0AD DST TYPE JOISIDEPTR SP STELADISTIOATINGISASFOLLOWS 55 AtUDISTLOPOSARESPOWNINASO 9 UNIFORM ?MAUVE LOADSARE INCIPA1190NRI50S1O5RIGNATANINKP C. CONVIIPRATPD lOAPSNOICATE11 ON RAN RR:4IED:0AM HEWS:Fa:DST RED:ARENAS A:MEV:RATED LOADS `A WIVE' Ati?Fr INA WOE RAP 9 SA MST II:FVONIRATS,UNO, UE LSCA TOTAL AU1R: SA AU:NJ:ISM:4a POIRTSTOPH' Thi PASSA:P OF MECHANICAL WC:MAWR: IOICATED, 40 1IN1DEFLE:TION ONOISTSSUPPOPTING MOVABLE PARTITION:0 UR: PM TOM. P 114:: 54. PAPEREINDICATPD,LIMITJOtSr DERECRONS TO WE 11455 TOTAL PL/36: S??0 RAI 4O041ESB454BR40EPER5505 IRMATESBIDDEPOESMEOPP:t PROPECTIDN ANC:OP SEEA:PCNITECTURAL ORAVEMSFORLOCARON REVIEWED FOR CODE COMPLIANCE APPROVED 11105n19 City of Tukwila BUILDING DIVISION KEY PLAN UJ uJ uJ 0 3, 0 1 54 7 S, < ??. 0 t-• u CONFORMED SET 0ATE.05.10.2:15 404 5254 Aco? 441414 ORA ROOFFRAMING PIAN.AREAA Si .3A LEGEND NOTES 12. 12,3 21" 1017 14'8 1417 MATCH LINE ---SEE 1iS1.7G 121'd,26NL1AIHIGH BEM — —42132 .,y n R� 15-11" HI a42R 0 —4442 12816' BNECK — 1124186406E TIRE BSTEEL POOP PECK 10 m 1277E40E6K ®PENTHOUSE ROOF PLAN 12'-E.7 0 Y O U `1E D C O PP-- 110'J'NEWT GROG 242 PEN359178 2616 'AGLE PARi111a SEENOTEE PORT PEA 11i558 29K366'170 96'4-4 17-7 414 ......4440/17,14HI9N—` — — — — 1 m �2u 11915 12" 677CK AT IOW 82144 1 1 VT61FAMING09E751/7NIT. SEE 1SA FOR NU FASIENIAGAND 6550 FOR SHEAIHOVG FAS04442 ,2S11DEC3ATgl010 _MATCH LINE ° — — SEE12I : �3 w :l PLAN NORSH IT 124K24l42 "20 1515.06 • 4. 207 1191R'BOECKAIGR 4FH 15G.5 ' J QtME HFA'IP 7 oj 32E09BS - 3 2 u Wild40 1'-1 A09E92900[BUTE E LOADCNSOT"OM u CHORDAOMOVAB N PARTTIONSTACKEDEND MECH EOL1P 1,1WLBS--4 1 166410 21 3 a4x01105 2E0041165 115 04210 10-0"4NLTAOG1I04A — 12a H 117SHEA1HNGOVEER 3112NL1 SEE3'6A FOR KTFA57ENI O 4NDG2OFOP SNEATHI ,FASIENING 14 ROOF FRAMING PLAN - AREA B a1A7f141 NO ii +-- SEE NOTE $7 aK37YR 1 Wi4472LOW _ 1 L 44 -- j �.------- - 4 (4 _ 1 417Lcws R4 i--- rY 11_ V L K Jl ,HI ® OF K. E PLAN40tES' 1 REFERENCE PUN NOTES 014124 REVIEWED FOR CODE COMPLIANCE €1 APPROVED IT JUl 05 2019 City of Tukwila BUILDING DIVISION KEY PLRN Oa ° �F$ I— ° CONFORMED SET 432140A1645.10215 1 41 ROOF FRAMING PLAN . AREA B S1.3B 144' 14# 13'-0 L K 6 G 4 i1 42' 7-13' 1511' 8.P 5-1' 6A° BP RP7 `% c Y 54 341 7'b" 9'E' V 124 LEGEND NOTES PW4NOiE9 REFERENCEPNNN0T6AVSAA 'S8 J 0 L1' De!, 01 ''_f ' -_ f.____.. __ 'A'-+'t f {- 19 #+ s 4 . ,2 I r BCCKATGRID20113'E" ' W m WiW14 .--✓ F � 0 19 ,-..._.__ ._._._... .._._., T i Y 3 f t9 NECKAiLOWBEW 11311" S W ° c W18412 J ,, W1ma - WILHIa7T mGH \ W72WS28Y1HIGHSERS 12K 1 AS?IN 18 a , ®fN' NV 4Y&r19 y; W121181-0R x v � LWY ♦ W nl NS.2V2)LCWSF ro , 5 W m n 21 m 12K'. 18 ;X:n$2B WN191 W16x , 7 - ' ® m I I t --, —4 — — i - _ w1H2ms ' S 4 5m m . -I i2525525 1 W16r� 3 iH m LL 1 Y N wt 1 z 0 'r^t0 M CN ONP 1ECBS. ' W�ta x 82 I 0 _ N O c� T N 1 12102221 r' Wx W11425 FH o �Ch7 NDE49 A ix zn a t6 W12c14 - I 11'912'81 - ECKAIHIGHB:A0.1 ---I 18 t— t NI NI i -\ E © ^U L m i WYD'i81.717q W1J412 �_ — WID41 147 K29N158 W12,1 % LOW\ SEEN°39 �SrS • l /\j�'"11 �0W5�8FR8 8 m N 30K29415B I I 16 W21444 n w&f0.... W W � 37K2 '159 �F �... E5ors7 I A 4 3 6200,35CLI XP 3nA 95 f ,..0... o W IV„ W21 WG15 ;0KS21 5 r FOR F 3KK324118 WKJ?R116 ( 3 REVIEWED C�ECOMPLIANCE D z U SEENOixS7 N,K32NI,a 39K�n 'r �PPRO J��4 52019 0 N c' D<, Q Itd &02CKAi 3 CAION IZ P nu - - * 123'-iC 12' WOECKAi GRIC.1 " Q Y z, J J gw 250525170 I 2555 'I7S I- 'L 1aK29u $ 0 yry i .�^# 5 HN 170 916 � I Al C CATGRA Ci�ofTTukph�P 9ULDING DIVISION ] F} S F-�?F � f SEEN07ES6 3I I CONFORMED wa5u TLO 71 13r SET MATCH LINE — - — - EI A, P1 III ml - - - - —121 4LOPr. A - - N18,4010i.N- - �h'ib11' KEY PLAN B6NE0.2E.O ,OAI9 F SEE 1lS1.36 ".w1a61ow Rs .Y1346LOW sfis 3 I � k SQ,9 00 O UM L K O 0 0 E.1 E D 0 rr,q^^�� C O U 0 ' 1Sosts ROOF FRAMING PLAN NORTH � ROOF FRAMING PLAN - AREA C PLAN AREA C m " 116=1'tl' F m So S1,3C 16 DLR Group Architecture Engineering Planning Interiors 51 University Street, Suite 600 Seattle, WA 98101 August 14, 2019 Kandace Nichols Department of Community Development City of Tukwila Tukwila, WA, 98188 Re: Tukwila Justice Center DLR Group Project No: 73-17 8-00 Parcel No: 0041000517 Mechanical Permit Number: M19-0097 Dear Kandace: REVISION NO.1 RECEIVED CITY OF TUKWILA AUG 1 it 2019 PERMIT CENTER In response to your Mechanical Permit Conditions listed from 7/23/19, I have collected an itemized a response to document our compliance intent. If further compliance action is required, please lel us know at your earliest convenience. 7.) All permits, inspection record 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 is granted. Acknowledged. This document, as well as all other permits will be available for review at the jobsite trailer by the Building Inspector. 2.) Manufacturers installation instructions shall be available on the job site at the time of inspection. knnw!dnd This dntiment. s weti as H ather instaltation nstructions will be available for review atthe jobsite trailer by the Building Inspector, 3.) Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, • bathrooms, toilet rooms, storage closets, surgical rooms. ....... . Fuel -fired water heaters draw intake (combustion) air from above the roof. All other fuel -fired applianoes 'in • . . . this project are located outdoors on the rooftop. 4.) Equipment and appliances having an ignition source and located in hazardous locations and putitiC.-bra.gei,.•:::::•:•:' PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garage.s:sti9.11:bp:.:. elevated such that the source of ignition is not less than 18 inches above the floor surface qr:1744-tiqh:tlx.:•- equipment or appliance rests. Not Applicable. No equipment having ignition sources are located in hazardous locations. Seattle and locations worldwide • • .'." . . . . • • • . . . Page 2 5.) The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: Assumed the below are the listed concerns. See individual responses below. 6.) H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) There are DOAS units. over 2000 CFM. subject to this requirement, Per ASI-8. Electrical Drawing E.73. on the DOASConnectton schedule. these reguirements have been addressed. Specificatty note #2 reads "FURNSH DUCT SMOKE DETECTOR(S) FOR INSTALLATION BY DIVISION 23 CONTRACTOR. HVAC UNITS OVER 2.000 CFM TO HAVE DUCT DETECTOR IN RETURN AIR DUCT: UNITS OVER 15.000 CFM TO HAVE DUCT DETECTORS IN RETURN AND SUPPLY AIR DUCTS. COORDINATE WITH DIVISION 23 FOR OUANITY REQUIRED. PROVIDE CONNECTION AT THE HVAC UNIT FOR SHUTDOWN ON ALARM AND CONNECTION TO THE FIRE ALARM CONTROL PANEL FOR DETECTOR 4-WIRE POWER AND SUPERVISORY QONNECTION AS REQUIRED. ALL WIRING TO BE IN EMT CONDUIT." 7.) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (/MC 606.1, 606.2.1) See response to item #6. 8.) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) Remote indicators are specified in Spec section 283111-3,1C. "C, which reads: "Remote Status and Alarm Indicators: Install near each smoke detector and each sprinkler water -flow switch and valve -tamper switch that is not readily visible from normal viewing position." 9.) Duct detectors shall send a supervisory signal only upon activation, (City Ordinance #2437) See response to item #6. 10.)All new fire alarm systems or modifications to existing systems shall have the written approval of The'Ttik!,,yij• Fire Prevention Bureau. No work shall commence until a fire department permit has been' obtained.•'(City Ordinance #2437) (IFC 901.2) • • • . , . . . . . . . . . _ . • • • • • • _ . . . . . . . . . . . . Acknowledged, This is intended in project execution plan. . . . . . . . . . . . . . . . . . . . . . . • - • - • • • " • . . . . . . . . . . • . . . . . . . . . . . . . . . . . 7 7 .) An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is•requirkl f.or.•• this project. • " • Acknowledged This is intended in project execution plan. • • • • • • • • 7 2.) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests: *(City Ordinances #2436 and #2437) Page 3 Acknowledged. This is intended in project execution plan, 13.)Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Acknowledged, 14.) These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. Acknowledged, Sincerely, DLR Group Surrander Naganathan Mechanical Engineer JL Encl: Sheet E7.3 Mechanical Connection Schedules (ASI-8) cc: Steve Schmitz, DLR Group Jeff Clark, BNBuilders Ethan Bernau, SOJ Reid iddleton CIVIL ENGINEERING STRUCTURAL ENGINEERING PLANNING SURVEYING June 14, 2019 File No. 262019.005 Ms. Rachelle Ripley City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review Tukwila Justice Center — HVAC (M19-0097) Tukwila Fire Station 51 — HVAC (M19-0098) Dear Ms. Ripley: Per your discussion with Katy Brawner the morning of June 14, 2019, Reid Middleton received permit documents for Tukwila Justice Center — HVAC (M19-0097) and Tukwila Fire Station 51 HVAC (M19-0098). It was requested by the City that Reid Middleton perfoini review in association with the 2015 International Mechanical Code for these two projects. Reid Middleton can perform structural review but currently does not perform mechanical review. The two permits and associated documents are being returned unreviewed for distribution by the City for mechanical review. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Corbin M. Hammer, P.E., S.E. Principal Engineer Katherine R. Brawner, P.E. Project Engineer ehw\O:\Plan Review\Tukwila\19\TK19jeturn 2 mech.docx\krb M cgs q 7 RECEIVED CITY OF TUKWILA JUN 17 2019 PERMIT CENTER EVERETT 728 134th Street SW Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director June 12, 2019 Dave Swanson Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Supplemental Structural and Non -Structural Review Development Permit D19-0180 Fire Station 52 — Vault & Retaining Walls - 15447 65 Ave S Mechanical Permit M19-0097 Tukwila Justice Center — HVAC — 15001 Tukwila Intl Blvd Mechanical Permit M19-0098 Tukwila Fire Station 51 — HVAC — 17951 Southcenter Blvd Dear Mr. Swanson, Please review the enclosed set of plans and documents for structural compliance with the 2015 International Building Code and the 2015 International Mechanical Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, Kandace Nichols Permit Technician encl File: 019-0180, M19-0097, M19-0098 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0097 DATE: 03/02/2020 PROJECT NAME: TUKWILA JUSTICE CENTER SITE ADDRESS: 15001 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: 01/) KW& Building Division Public Works 0 AV NA - Fire Prevention Structural r Planning Division Permit Coordinator PRELIMINARY REVIEW: DATE: 03/03/2020 Not Applicable ri Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/14/2020 Fire Fees Apply 1-1 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire LJ Ping PW Li Staff Initials: 12/18/2013 PEWIT Crl RD nOPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0097 DATE: 10/10/2019 PROJECT NAME: TUKWILA JUSTICE CENTER SITE ADDRESS: 15001TUKWILA INTL BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building ( Division Public Works Fire Prevention Structural Planning Division Permit Coordinator Li PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/15/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required r (corrections entered in Reviews) DUE DATE: 11/12/2019 Approved with Conditions Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping 0 PW D Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0097 DATE: 08/14/19 PROJECT NAME: TUKWILA JUSTICE CENTER SITE ADDRESS: 15001 TUKWILA INTL BLVD Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: 8-1(p-ri Building Division Public Works LI ft 1\A Fe? Fire Prevention Structural Planning Division Permit Coordinator C PRELIMINARY REVIEW: Not Applicable Ell (no approval/review required) DATE: 08/15/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/12/2019 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) El Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERiviff COORO COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0097 DATE: 06/11/19 PROJECT NAME: TUKWILA JUSTICE CENTER SITE ADDRESS: 15001 TUKWILA INTL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: u I 'rig Division Public Works .ALADC Fire Prevention • Planning Division Structural Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/13/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 07/11/19 Approved with Conditions pi Denied (ie.. Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: / Gc_tca,'7": s/e.e. (e/4"- PERMIT NO: M q-coc? 7 SITE ADDRESS: /Sre/ rkt cd,vel En+) Mud ORIGINAL ISSUE DATE: 7- 2-3-/ REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF TIALS i (IN* 1,19i Summaryof Revision: Ke.Vbx_44, 740 /9e/m e-ex7 .. :OH - Received by: 67/1i1794 , REVISION NO. DATE RECEIVED STAFF IN‘I:9ALS ISSUED DATE STAFF INITIALS 2, 3-;---)02-0 Ifil.._ e- _ '7 -,)-0 Summary of Revis on: S-416 (;-k- OvrkCr (Li ii,si4c4A 3. Q 't-c, j Irk 1- 0 (in-P C I, 6:;,/, 'c,,,,.( e , 111/1 -enn L.51--"\ Received by. p C (il (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS . Summary ° Revision: „ Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) 0 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-.3670 Web site: http://www.TukwilaWA.gov t'IAR 02 2020 _community ueveiopment Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 - gop.o Plan Check/Permit Number: 0 0 Response to Incomplete Letter Response to Correction Letter # Revision # before Permit is Issued IS- Revision # 2. after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: -7-tA lk); to ;StAS 4-1- Cc C't 4-C-r Project Address: Contact Person: I 5 01-6 TukwilaITA ice/W(4-10n c, 8(-De_a, vd , 8 Phone Number: a06- 4/QQ-03(03 Summary of Revision: Th 3 11 e afeu1a#rb() 5Ir 5e2,36-Yi A e sel-r rki Alec hco Ira FielAtioin Sheet Number(s): "Cloud" or highlight all areas of revision including date o evision Received at the City of Tukwila Permit Center by: I Entered in TRAKiT on -1-2- )406 WAPermit Center (Rachelle)\FormsTermit Center Documents (Word)\Revision Submittal Forincloc City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 08/14/2019 Plan Check/Permit Number: M19-0097 El Response to Incomplete Letter # EJ Response to Correction Letter # El] Revision # after Permit is Issued FE Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # Project Name: City of Tukwila Justice Center RECEIVED CITY OF TUKWILA AUG 1 4 2019 PERMIT CENTER Project Address: 15005 Tukwila International Blvd. Tukwila, WA 98188 Contact Person: Ethan Bernau Phone Number: (206) 838-3705 Summary of Revision: Response to permit conditions issued as part of M19-0097 HVAC System for New Tukwila Justice Center. Sheet Number(s): E7.3 [FOR REFERENCE, Approved per EL19-0480] "Cloud" or highlight all areas of revision including date f revision Received at the City of Tukwila Permit Center b Entered in TRAKiT on /9 1AMPorrrt4t lionContact Search L&I Safety & Health Claims & Insurance Wah)ngtori State Department of Labor & Industries A-Z Index Holt) Workplace Rights Trades & Licensing JOHANSEN MECHANICAL INC Owner or tradesperson Principals JOHANSEN, KEITH ALLEN, PRESIDENT HOLM, DEREK RICHARD, VICE PRESIDENT JOHANSEN, ALLEN D, PRESIDENT (End: 06/04/2015) JOHANSEN, ANITA J, SECRETARY (End: 06/04/2015) Doing business as JOHANSEN MECHANICAL INC 20109 144th Ave NE WOODINVILLE, WA 98072 425-481-2266 KING County WA UBI No. Business type 600 495 164 Corporation Governing persons KEITH JOHANSEN ALLEN JOHANSEN; Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent. Check their eligible programs and occupations. License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. JOHANMI173PK Effective — expiration 10/12/1983— 02/02/2021 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 275167C $12,000.00 Received by L&I Effective date 08/02/2010 07/31/2010 Expiration date Until Canceled Insurance Help us improve Travelers Indemnity Company Th $1,000,000.00 Policy no. DTC061(363952IND19 Received by L&I Effective date 01115/2019 02/01/2019 Expiration date 02/01/2020 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 Public Works Requirements Workplace safety and health Washington State Dept. of Labor & Industiies. Use of this site is subject to me laws of the state of VVashioglon. Help us improve TUKWI A JUSTIC C NT R 15005 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98188 11611[fliva -Ali pop ONE mill L t VOLUME 2 - STRUCTURAL - MECHANICAL - PLUMBING - FIRE PROTECTION - ELECTRICAL - SECURIW ELECTRONICS - CONFORMED SET MAY 1 Oth 5 2019 PROJECT TEAM OWNER: STRUCTURAL ENGINEER: City of Tukwila KPFF 6300 Southcenter Boulevard 1601 5th Avenue, Suite 1600 Tukwila, WA 98188 Seattle, WA 98101 T: 206.454.7566 T: 206.926.0561 Contact: Rachel Bianchi Contact: Greg Varney Email: Rachel. Bianchi@TukwilaWA.gov Email- Greg.Varney@KPFF.com OWNERS REPRESENTATIVE: Shiels Obletz Johnsen (SOJ) 10 1 Yesler Way Suite 606 Seattle, WA 98101 T: 206.838.3705 Contact: Ethan Bernau Email: ethanb@sojsea.com ARCHITECT: DLR Group 51 University Street, Suite 600 Seattle, WA 98101 T: 206.461.6000 Contact: Erica Loynd Email: eloynd@dlrgroup.com MECHANICAL ENGINEER: DLR Group 51 University Street, Suite 600 Seattle, WA 98101 T: 206.461.6000 Contact: Surrander Naganathan Email: snaganathan@dlrgroup.com ELECTRICAL ENGINEER: DLR Group 51 University Street, Suite 600 Seattle, WA 98101 T: 206.461.6000 Contact: Sean Avery Email: savery@dlrgroup.com CIVIL ENGINEER: KPFF 1601 5th Avenue, Suite 1600 Seattle, WA 98101 T: 206.622.5822 Contact: Marty Chase Email: Marty.Chase@KPFF.com LANDSCAPE ARCHITECT: Swift Company 3131 Western Avenue, Suite M423 Seattle, WA 98121 T: 206.632.2038 Contact: Gareth Loveridge Email: gareth@swiftcompany.com [C �11E IEO�D F R V 0 E C MP �IANCE L APP OVED L�, LJUL 0 5 2019 4�01 C4 OT I Ukwila ty of T IVISIOW 'D __ j BUILDING DIVISIOW I'" r(_7 SEPARATE PERMIT REQUIRED FOR. Mechanical Electrical Plumbing Gas Piptng City Of Tukwia CITY COUNCIL MAYOR ALLAN EKBERG COUNCILMEMBERS VERNA SEAL KATHY HOUGARDY THOMAS MCLEOD DENNIS ROBERTSON ZAK [DAN KATE KRULLER De'SEAN QUINN POSITION 1 POSITION 2 POSITION 3 POSITION 4 POSITION 5 POSITION 6 POSITION 7 CIFFY 0,17 T�: M 19-0097 MlOv#009`7 E & A 9684 REGISTERED A H RCHITECT ER CA JANE LOYND OF HINGTON z x W F_ z W C) W C) F- U) < Z�6 F _j p " :�� LL 0 :D F- CONFORMED SET Issue Date - 05.10.2019 Revisions 73-17158-00 COVER SHEET GO.0 ABBREVIATIONS # NUMBER & AND AT 'C DEGREEES CELCIUS •F DEGREEES FAHRENHEIT A COMPRESSED AIR AAhP AMPERE AIC AIR CONDITIONING(ER) AABC ASSOCIATED AIR BALANCE COUNCIL AAV AUTOMATIC AIR VENT ACCU AIR COOLED CONDENSING UNIT AD AREA DRAIN AD ACCESS DOOR ADA AMERICANS PATH DISABILITY ACT ADDN ADDITION OR ADDITIONAL ADJ ADJUSTABLE AF AIR FILTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ASP AIR GAP FITTING AHJ AUTHORITY HAVING JURISDICTION AHRI AIR-CONDITIONING HEATING AND REFRIGERATION INSTITUTE AHU AIR HANDLING UNIT AI AREAINLET ALT ALTERNATE ALUM ALUMNUM AMtB AMBIENT ANON ANCHOR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AP ACCESSPANEL APPROX APPROXIMATE AR ACID RESISTING ARCH ARCHITECTURAL AS AIR SEPARATOR ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AND AIR CONDITIONING ENGINEERS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS AUTO AUTOMATIC AV ACIIVENT AV AIR VENT AW ACID WASTE E AS BUILDING AUTOMATION SYSTEM BC BALANCING COCK BOO BACKDRAFIDAMPER BFP DACKFLOW PREVENTER BFV BUTTERFLY VALVE BHP BREAK HORSEPOWER BLDG BUILDING BLKHD BULKHEAD BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DUCT BOT BOTTOM BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR BV BALL VALVE CX COMBINATION TOILET CA COMBUSTION AIR CAP CAPACITY CD CONDENSATE DRAIN CENT CENTRIFUGAL OF CUBIC FEET CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CI GASTIRON CI CURBINLET CIP CAST IRON PIPE CIRC CIRCULATING CL CENTERLINE CLG CEILING CIA CLEAR co CLEAN OUT CO2 CARBON DIOXIDE COMB COMBINATION COMP COMPRESSOR UNIT CONC CONCRETE CONN(S) CONNECTION(S) CONST CONSTRUCTION CONT CONTINUOUS GONTR CONTRACT(OR) CONY CONVECTOR CP CONDENSATE PUMP CPS CYCLES PER SECOND OR CORROSION RESISTANT CS COUNTERSINK CSP COMBINATION STANDPIPE GTR CENTER CU CONDENSING UNIT CW GOLD WATER D DRAIN D DIFFUSER D DEPTH DB DECIBEL DS DRY BULB DBL DOUBLE DE DEIDN12ED WATER DEG DEGREE DEMO DEMOLISH OR DEMOLITION DEPT DEPARTMENT DET DETAIL OF DRINKING FOUNTAIN ON DUCT HEATER DM DIAMETER DIAG DIAGONAL DIM DIMENSION DISCH DISCHARGE DISTR DISTRIBUTION DIV SPECIFICATION DIVISION DN DOWN DSP DRY STANORPE DIN DISHWASHER DWG(S) DRAWINGS) E EAST EA EACH EA EXHAUSTAIR EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EDH ELECTRIC DUCT HEATER EER ENERGY EFFICIENCY RATIO EEW EMERGENCY EYE WASH EEWS EMERGENCY EYE WASH SHOWER EF EXHAUSTFAN EFF EFFICIENCY EH ELECTRICAL HEATER EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EWER EMERGENCY ENCL ENCLOSURE ENS ENGINEER EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ESP EXTERNAL STATIC PRESSURE EST ESTIMATE ET EXPANSION TANK EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE EXH EXHAUST EXIST EXISTING EXP EXPOSED nnP:rWAKIIrAI nlnTPc PLUMBING AND FIRE PROTECTION NOTES 1. PROVIDE PIPING, EQUIPMENT, AND MATERIALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODE REGULATIONS, STANDARDS, AUTHORITY HAVING JURISDICTION REOUIREMENTS AND AS OTHERWISE RECOMMENDED OR DIRECTED BY MANUFACTURERS. 2. COORDINATE INSTALLATION OF PIPING BELOW GRADE WITH STRUCTURAL, COMPONENTS AND OTHER SYSTEM INSTALLATIONS. 3. COORDINATE INSTALLATION OF PIPING, FIXTURES, EQUIPMENT, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS PRIOR TO INSTALLATION. 4. PROVIDE CLEANOUTS FOR SANITARY WASTE SYSTEMS WHERE SHOWN AND AS OTHERWISE REQUIRED BY CODE. 5. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE CONNECTION SIZES. 6. ROUTE ALL DOMESTIC WATER PIPING IN CEILING AND EXTERIOR WALL ON WARM SIDE OF INSULATION. 7. PROVIDE CEILING ACCESS PANELS FOR ALL VALVES LOCATED ABOVE INACCESSIBLE CEILING SYSTEMS. MAINTAIN FIRE RATINGS WHERE REWIRED. 8. SEE ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATIONS. 9. ALL SEWER I DRAINAGE PIPING SHALL BE SLOPED AT 2%(1l4' PER FOOT) UNO. % DO NOT RUN ANY PIPES OR DUCTS OVER ANY ELECTRICAL PANEL OR SWITCHGEAR. COORDINATE PIPE AND DUCT LOCATIONS TO AVOID ELECTRICAL PANELS. 11. PROVIDE MANUFACTURER'S RECOMMENDED AND CODE REQUIRED CLEARANCES AROUND ALL PIECES OF EQUIPMENT. PIPING & COMMIT SHALL NOT INTERFERE WITH REWIRED ACCESS. 12. EQUIPMENT LAYOUT IS BASED ON EQUIPMENT LISTED IN EQUIPMENT SCHEDULES. ANY OTHER EQUIPMENT USED IS SUBJECT TO MEETING PERFORMANCE REQUIREMENTS OF LISTED EQUIPMENT. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO ASSURE OTHER EQUIPMENT WILL FIT IN AVAILABLE SPACE AND WILL NOT EXCEED WEIGHT AND ELECTRICAL REQUIREMENTS. 13. CLEANOUTS SHALL BE FLUSH WITH STRUCTURAL FLOOR AT CARPETED AREAS. PROVIDE MARKER AT CLEANOUT(CARPET GOES OVER TOP OF CLEANOUT). 14. REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE METHODSA.CADS FOR HANGING PIPINGMUCTS FROM STRUCTURAL MEMBERS. 15. SEAL ALL PEE PENETRATIONS OF ACOUSTICAL SOUND WALLS WITH AIRTIGHT SEALANT (FIRE RATED SYSTEM AT RATED WALLS). REFER TO ARCHITECTURAL DRAWINGS FOR SOUND WALL & RATED WALL LOCATIONS. 16. ALL PLUMBING V.T.R: S SHALL BE A MINIMUM OF 5 FEET FROM FIRE RATED WALLS AND 19-0 FROM OUTSIDE AIR INTAKES. 17. COORDINATE ALL PLUMBING AND HVAC ROUTING PRIOR TO INSTALLATION. DURING LAYOUT COORDINATION, DUCTWORK TAKES PRECEDENCE OVER PLUMBING INCLUDING FIRE SPRINKLER SYSTEMS. 18. REFER TO ARCHITECTURAL CODE PLAN FOR AREAS WHERE FIRE PENETRATION MATERIALS ARE REQUIRED. 19. PROVIDE MINIMUM IW SLOPE ON ALL CONDENSATE. 20. SET ALL BALANCING VALVES TO 0.5 GPM UNO 21. MOUNT HOSE BIBBS @ 36' ABOVE GRADEffF. UNO 22. PROVIDE INSULATION FOR PIPES PER OREGON ENERGY EFFICEINCY SPECIALTY CODE (OEESC) AND PER SPECIFICATIONS. IN THE EVENT OF CONFLICTS, PROVIDE MATERIAL WHICH MEETS THE MOST STRINGENT REQUIREMENT. 23. PROVIDE ISOLATION VALVE AT EACH BRANCH CONNECTION TO MAIN (CW, HW AND HWC) 24. GRAVITY FLOW WASTE PIPE SIZES SHALL REMAIN AT INDICATED DOWNSTREAM SIZE WHERE SIZES ARE NOT SHOWN. 25. WHERE DOMESTIC COLD AN" HOT WATER PIPING DROPS INTO A PIPE CHASE, THE SIZE SHOWN FOR THE PIPE DROPS SHALL BE USED TO THE LAST FIXTURE. 26, PAINT EXPOSED PIPES AS DIRECTED BY THE ARCHITECT. 27. PROVIDE FIRE STOPS ON PIPING TO MAINTAIN RATING OF FIRE RATED WALLS WHERE PENETRATED BY PIPING. 28. WHERE PIPE SIZES ARE NOT NNBICATED, SUPPLY PIPE SIZE SHALL REMAIN LAST INDICATED UPSTREAM SIZE. CIRCULATION PIPE SHALL REMAIN LAST INDICATED DOWNSTREAM SIZE. 29. WHERE INDICATED PIPE SIZE IS NOT AVAILABLE, PROVIDE NEXT LARGER AVAILABLE SIZE. 30. ALL LOW VOLTAGE (24V) WIRING BETWEEN FAUCETS AND TRANSFORMERS SHALL BE PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. 31. ALL MOTOR STARTERS SHALL BE PROVIDED AS PART OF DIVISION 21 & 22 WORK UNLESS EXPLICITLY SHOWN OTHERWISE. COMMISSIONING REQUIREMENTS i. PROJECT SHALL BE COMMISSIONED IN ACCORDANCE WITH THE REQUIREMENTS OF WASHINGTON ENERGY CODE AND AS INDICATED. 2. CONTRACTOR SHALL ACTIVELY PARTICIPATE IN THE COMMISSIONING PROCESS AND ALL WORK SHALL BE IN CONFORMANCE WITH COMMISSIONING REQUIREMENTS. REFERENCE SPECIFICATION SECTION 019113 FOR COMMISSIONING REQUIREMENTS. 3. ALL MECHANICAL SYSTEMS, EQUIPMENT AND CONTROLS FOR WHICH THE WSEC REWIRES CONTROLS FUNCTIONS ANDIOR CONFIGURATION TO PERFORM SPECIFIC FUNCTIONS ARE REQUIRED TO BE COMMISSIONED. ALL MECHANICAL SYSTEMS IN THIS DOCUMENT REGARDLESS OF INDIVIDUAL CAPACITY ARE REQUIRED TO BE COMMISSIONED. 4. ALL SERVICE WATER EQUIPMENT AND CONTROLS SHALL BE COMMISSIONED. SEE PLUMBING DRAWINGS AND MECHANICAL CONTROLS DRAWINGS DEFERRED SUBMITTALS 1. FIRE PROTECTION 2. HANGERS AND SUPPORTS FOR ALL EQUIPMENT. PIPING B DUCTWORK VALVES AND FITTINGS co CLEAN OUT - 161-- BALL VALVE WCO WALL CLEAN OUT F, BUTTERFLY VALVE FCOO FLOOR CLEAN OUT mil- VALVE (GENERIC) G�- GRADE CLEAN OUT (DOUBLE CLEAN OUT) CHECK VALVE FLOOR DRAIN / FLOOR SINK CONCENTRIC RECUDER ROOF DRAIN / OVERFLOW DRAIN ECCENTRIC REDUCER ® RISER ID - FLEXIBLE CONNECTION I- DOWNSPOUT NOZZLE ► FLOW DIRECTION �T WALLHYDRANT GATE VALVE �X HOSE BIB DT4 GLOBE VALVE ALIGNMENT GUIDE MANUAL AIR VENT " PIPE ANCHOR 4 AUTOMATIC AIR VENT © EXPANSION JOINT PLUG VALVE PIPE CAP PRESSURE GAUGE -__0 PIPE UP 0 PIPE DOWN SOLENOID VALVE PIPE TEE UP ANGLE VALVE -� � PIPE TEE DOWN AUTOMATIC CONTROL VALVE 2-WAY UNION AUTOMATIC CONTROL VALVE 3-WAY �- AUTOMATIC FLOW CONTROL VALVE DIRECTION OF PIPE PITCH � S- AQUASTAT TRAINER Q WATER HAMMER ARRESTER PRESSURE AND TEMPERATURE Q TEST PORT -- �- NEW TO EXISTING CONNECTION POINT THERMOMETER �Cd NATURAL GAS OUTLET PUMP (GENERIC) p� PRESSURE REDUCING VALVE (WATER SYSTEMS) PRESSURE REGULATING VALVE (GAS SYSTEMS) EXPANSION LOOP RELIEF VALVE BALANCING VALVE a FLOW MEASUREING DEVICE BALANCING VALVE-6-6- BACKFLOW PREVENTER W/METERING POINTS PIPING -A/C & REFR CS CONDENSER WATER SUPPLY RHG REFRIGERANT HOT GAS CR CONDENSER WATER RETURN RD REFRIGERANT DISCHARGE RL REFRIGERANT LIQUID CD CONDENSATE DRAIN RS REFRIGERANT SUCTION HVAC © DIFFUSER (SUPPLY) 24'02' TYPICAL DUCT- SIZE AS INDICATED (WIDTH x DEPTH) SIZE INDICATED FREE AREA © GRILLE (RETURN OR EXHAUST) Q MITERED ELBOW WITH VANES WALL REGISTER Q MITERED ELBOW WITHOUT VANES � SLOT DIFFUSER < SUPPLY ARROW � RADIUS ELBOW RETURN ARROW TEE WITH VANES <-- EXHAUST ARROW RADIUSTEE 12'x12' D-1 RECTANGULAR DIFFUSER INDICATION 200 CFM SHOWING CFM ROUND DUCT UP 12' 0 D-1 ROUND DIFFUSER INDICATION ® SUPPLY DUCT UP f 200CFM SHOWING CFM RETURN DUCT UP f 12'x14' D-i RECTANGULAR GRILLE INDICATION 2000FM SHOWING CFM ® EXHAUST DUCT UP 12•x12' R-1 0 ROUND DUCT DOWN RECTANGULAR REGISTER INDICATION f 2D0 CFM SHOWING CFM E SUPPLY DUCT DOWN F V-- FIRE DAMPER RETURN DUCT DOWN S V'- SMOKE DAMPER EXHAUST DUCT DOWN FSV- FIRE/SMOKE DAMPER BD L- BACKDRAFT DAMPER GD t- GRAVITY DAMPER RD L- BARAMETRIC RELIEF DAMPER PR PRESSURE REDUCING DAMPER M L- MOTORIZED DAMPER DUCT SMOKE DETECTOR FLEXIBLE DUCT CONNECTION ® TRANSFER DUCT -SA- SUPPLY AIR - SINGLE LINE -RA- RETURN AIR - SINGLE LINE VD I VOLUME DAMPER L- VOLUME DAMPER }� OPPOSED BLADE DAMPER �`•`� PARALLEL BLADE DAMPER FO THERMOSTAT - WALL MOUNTED -EA- EXHAUST AIR- SINGLE LINE --QA OUTSIDE AIR- SINGLE LINE -TA- TRANSFER AIR - SINGLE LINE -LTD- LINED TRANSFER DUCT - SINGLE LINE �- SINGLE LINE REDUCER O THERMOSTAT - CEILING MOUNTED I I I I SINGLE LINE FLEX DUCT CARBON DIOXIDE SENSOR - WALL MOUNTED AFMSL-- AIRFLOW MEASUREMENT STATION DIFFERENTIAL �2 CARBON DIOXIDE SENSOR -CEILING MOUNTED OPL_ PRESSURE SENSOR(DUCT MOUNTED) Ks7 TEMPERATURE SENSOR- WALL MOUNTED SPL- STATIC PRESSURE SENSOR (DUCT MOUNTED) © TEMPERATURE SENSOR- CEILING MOUNTED SECURITY BAR 'r-QP PRESSURE SENSOR - WALL MOUNTED © PRESSURE SENSOR- CEILING MOUNTED NEW TO EXISTING CONNECTION POINT PLUMBING CW DOMESTIC COLD WATER -W SANITARY WASTE ABOVE FLOOR - DOMESTIC COLD WATER - - -W- - SANITARY WASTE BELOW FLOOR HW IIVF DOMESTIC HOT WATER - - - V- - - VENT DOMESTIC HOT WATER (GENERIC) - -VBF- - - VENT BELOW FLOOR - HWC 110'F DOMESTIC HOT WATER RECIRC - G NATURAL GAS --- DOMESTIC HOT WATER RECIRC (GENERIC)- T TEMPERED WATER SD STORM DRAIN ABOVE FLOOR CD CONDENSATE DRAIN - -SD- - - STORM DRAIN BELOW FLOOR_CO2-CARBON DIOXIDE OSD OVERFLOW STORM DRAIN ABOVE FLOOR A COMPRESSED AIR - -OSD- - - OVERFLOW STORM DRAIN BELOW FLOOR LA LABORATORY COMPRESSED AIR FIRE PROTECTION F FIRE PROTECTION WATER SUPPLY SPRINKLER HEAD, UPRIGHT SM SPRINKLER MAIN -C SPRINKLER HEAD, SIDE WALL ALARM VALVE, WET - -m ALARM VALVE, DRY �a FIRE PROTECTION RISER -� FIRE DEPARTMENT CONNECTION- O SPRINKLER HEAD, PENDANT FLOW SWITCH PRESSURE SWITCH - OS&Y VALVE OS&Y VALVE (INDICATING) EREVIEVEDORANCED19AilaSION M19-0097 D Q J c o Q E Y ' mrn LL :3¢ Y ° �` 3 0 F- U CONFORMED SET Issue Date - 05.10.2019 Revisions 73-17158-00 MECHANICAL SYMBOLS AND ABBREVIATIONS MP0.0 Air Flow Type me"al, T1 g File, EI �-OOF.T. 79111111111 111111!111111 IN m Air Yw RIFLE I GUN CLEANING RIFLE/ GUN CLEANING RIFUE/ GUN CLEANING LEGEND NOTES C) HVAC GENERAL NOTES ADD GENERAL NOTES THAT ARE PLACED ON EVERY HVAC PLAN L_ E j U ? 1. SIZE HEIGHT OF DUCTWORK CONNECTING TO INLETIOUTLET Of VRF UNITS TO PROVIDE AN ADEQUATE HEIGHT TO TAP OFF. MAINTAIN DUCT WIDTH FROM VRF CONNECTION. SEE PLANS FOR TAP SIZE. 2. LINEAR 2-SLOT DIFFUSERS TO THROW IN OPPOSED DIRECTIONS UNO. 3. ROUTE ALL DUCTWORK TO AVOID SKYLIGHTS. 4. ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED A 9 AS MEDIUM PRESSURE DUCTWORK REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK 5, ALL DUCTS SHALL BE INSULATED PER 2015 WSEC SECTION 40312.811 OR DIVISION 23 SPECIFICATION INSULATION SECTION, WHICHEVER IS MORE STRINGENT. 6. AIR FLOW RATES SHALL BE TESTED AND BALANCED W/IN THE TOLERANCES DEFINED IN SPECIFICATIONS. SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTUNG LOSSES AND THEN ADJUSTED TO DESIGN FLOW CONDITIONS. KEYNOTES - M1.1A T 1 BALANCE SUPPLY REGISTER TO 175 CFM. L LNG 513111 2 FOR AIR TERMINAL BALANCING, REFER TO TOP OF THIS SHEET FOR REFERENCE. 3 12x12 EA UP THRU CHASE. 4 CONNECT 0 DRYER EXHAUST TO DRYER. TERMINATE THRU WALL WITH DRYER VENT CAP. 5 PROVIDE DIRECTIONAL BLOW CUPS (OR SIMILAR) TO PROVIDE DIFFUSER 3-WAY THROW. 10 6 CONNECT OA1EA TO WATER HEATER. OAIEA UP THRU ROOF. MATCHUNE -AREA B DBH-AI48A DBH-AI488 DBH-AI48C SIZE PER MANUFACTURER RECOMMENDATIONS. REFER TO — — — — — — — — — — — — — — — — — — — . . . . . . DETAIL 24/P4.1. 7 PROVIDE VOLUME DAMPER IN DROP. M 8 M El T 8 TRANSITION TO AVOID BEAM AND CONNECT TO HRV-A1-I. — — — — — — 9 INTAKE WALL LOUVER. REFER TO DIVISION 08 FOR 20*XIVOA 1 20.10" EA SPECIFICATIONS. REFER TO 23/M5.3 FOR LOUVER PLENUM ��,,A, , �rr_�DH-HRV-Al-j HRV-Al-1 [— -�M�l DETAIL. PROVIDE MINIMUM 2.D3 SF OF FREE AREA. lrxrR-IT E WxVR-2 6-0 WOEA W.WRA D 4"0 D-1 VID VRF-A153 EA VDi. M CFM - --10-0 EA 120X 12' G-2 10 TERMINATE WITH WALL LOUVER. REFER TO DIVISION 08 FOR 140 CFM VD 3 24wX 24' G-2 WX 8;IG,.13 410 CFM T VRF-AI11 - m", 1 150 CFM --DB"100F SPECIFICATIONS. REFER TO 231M5.3 FOR LOUVER PLENUM %2 1 �p V�VRF-A`112 (2) 05 '0 D-3 — DETAIL. PROVIDE MINIMUM OF 0.73 SIP OF FREE AREA. — I D�T 1WXr G-3 M 560 CFM T We D-1 AC -Al 13 (6*X 6" G-3 11 TERMINATE WITH WALL LOUVER. REFER TO DIVISION 08 FOR 0C UNIT _C VID 6*0 D-3 410 C a H i0 FM (2) 12 �Xl? G-1 — > > >> 127 12' G-1 12"X 12' G-1 2*X 12" G-1 50 CFM 9 SPECIFICATIONS. REFER TO 23IM5.3 FOR LOUVER PLENUM VD I oo VD 30 CFM ---Wo GA _WP _2 VD i J? G-2 WxT R4 �4 ' 111 60 CFM 30 CFM DETAIL. PROVIDE MINIMUM OF 1.18 SF FREE AREA. MOUNT rx F 95—CFM 11 6 0 — — •RF-AI1 k �j TOP OF LOUVER AT 10'AFF. SEE ARCHITECTURAL 75 CFM 1(rx6'R-2 Wo D-1 12'X IT G-2 W.WRA1--W ELEVATIONS FOR REFERENCE. 230 CFM 12'xV R-1 CFM 12'X 12' C,2 225 CFM > 50 CFM 50 CFM VD T VD �1pxgRa1016' r,3EF-Al VRF-A117 > 12 INTAKE WALL LOUVER. REFER TO DIVISION 08 FOR InIO'RA 12'X12'G-4 SPECIFICATIONS. REFER TO 23fM5.3 FOR LOUVER PLENUM VD VID T zmmq, VD ITXW DETAIL. PROVIDE MINIMUM OF 3.52 SF FREE AREA. MOUNT u- 11 'xWRAv c VxV R-1 We RAv _7QaF_,A100D TOP OF LOUVER AT 10' AFF. SEE ARCHITECTURAL 15 low ClA aAC:: 70 CFM 127 12' 3�2 ELEVATIONS FOR REFERENCE. 10'XT 3,3 JTXW G-3 12'XW G-3 Z Wo D-I 11 2 A, 11x14 RAv, AND 1202 EA UP THRU CHASE. 75 CFM 200 CFM 175 CFM 140 CFM 776 CFM 24*X 24* G-1 '4 0 1 W G-3 17XI2' G-2 b 175 CFM -0 _CFM 100C ............ =3� -2 We D-2 _�12 G 225 CFM PP2 2�' 2 NE-C—FM f5 15 TERMINATE WITH WALL CAP 12EX 120 G-2 10's D-1 > TYP 2 M2 16 ROUTE DUCTWORK TO AVOID BEAM AT GRIDLINE 6. To RA V_1\j 245 rFM 24 17 THERMOSTAT CONTROLS DRAFT BARRIERS. TYP 2 4. 10wo To D-6 TYP 3 > 75 CF�M > SA WYY 5 TYP. 01 o VAV-A1I 100 CFM zx , - I � (�-� - Wo D46 ' 'RI C� M I q4 0 2 611 10's SA D-2 2'rX 24* G-1 VRF-A131 < ID, --DBH-AIOOB 8-0 D4 I � I e 80 CFM c Co D-2 - 6 -YTP-2- VD VD LL;I_ TYP 3 We D16 I* - 30 CFM 0 125—CFM 67 6' C,3 1 130 CF DBH-A133 > o 17xlT SA > EDH-A1 ;pMF-A144 LWffi-_A147 We D-6 iWe SA —DBH-A100A VAV-A147 167 61 170 CFM We D-1 TYP 2 _jVD VD --r. OA VD F5 _CF M o r — I - 1'. OA-J �2 6 - NNW D-5 10'o OA We OA > ; V V-A100 12W VRF-AI00r --59-C—FM S•1-IM = VRF-A103 -A137 VAV-AI44 24wxWM -A130 'Xr C VAV-A!17 J� 6'oD' k We D_1 4'X 24' G-4 VRF > 150 CFM VAV 12 3 50 CFM fjSCFM o V GA 128 VRF-AI 1Wx W 2 310 GFM 24"X I ' G-1 — TYP 2 > 4'o D-I 12wX 12" G-1 115 CFM 4 6 35 CFM 10'XW G-3 VD BC-A1 ITo OA ' VAV-AI03 (re DA "o CA z - _7 160cm zm!� AL ITX17 G-i oOA m We D-3 VRF-A134 We OA o > 1. 247 24' G-1 4"o D-1 RA, z > We D-1 . 0SBC-Al' Wo VRF-A104 'o OA We D-1 f5O CFM 12"X 12' G-1 1-1100 12"oRAv 1Tx1T G-1 - =_5` Z5 CFM RA lvooA— "I 4-o Cl� w DH-A137 75 CFM T�P_2_ We `7 �45CFM < > VD WxW R-1 rXW G-3 —16*04"SA I T M Wo SA We SA 11 i 0 120 CFM 120 CFM 7•�LA_Y-6123i— ITX 12" 311 24'X 24' G-1 w 0 — 80 CFM 45 CFM - > TYR To D-1 Q 111 6 4"a D-I lKjX1T C_�CFM 1 04T 14'x12"SA 80 CFM We D-1 30 CFMn VD _ 150 CFM t-e VRF-A106 `I - VD VD 22n'x TYP 2 k V IF-A105 U) 1Wx14w EA IrEA > 1Wx14' EA 22".18'EA HRV-A1_3 AC-AI07 co 18*04* OA HRV-AI-2 I REVIEWED FOR VD 41 24X 12" C-1 CODE COMPLIANCE -i �' 901 W.W RAv < I , i_. APPROVED W -- — — — — Wx 30 CFM _j atffi-_Al2 330 CFM DH-HRV-Al-3 VRF-A118- TYP 3 12'X 12' C-4 30 FM JUL 0 5 2019 LL 12'o D-3 6 0 6 ' 7 16NIT OA 7 6 440 MI VD VD TYP. TYR ;E TYP 4 1 City of Tukwila 12"o OA - - ;9 > I lTxlr RA 1780A Ire0A BUILDING DIVISION c) To cl �c 1= — — — — — — — — — — — — — — — — KI 410 GFM 16'02' 16'.12' 16'02" OA "a SA 119 TYP 4 DBH-SI M CONFORMED I - SET ��_s T �_@ i \__8 T MHVAC PLAN, FIRST LEVEL - AREA A SCALE: 1/8!'= l'-V' PLAN NORTH KEYPLAN Issue Date - 05.10.2019 Revisions 4 03,13.19-ADD4 1 4111111 -Conlomed c B 73-17158-00 HVAC PLAN, F FIRST LEVEL - AREA A cil ' y 3 T�:X I_!� CANOPY 2, M 1 p7 M1.1A 40 CFM Vo RAv T T MATCHLINE -AREA C MATCHLINE -AREA 200 CFM 5Fl:f=. Mill - 191 1VD VX 6' _5_6.CFM J 0OFM 200 CFMC_L = - 8"o D- 12 1 6"o D-6 10*0 U 190 CF 6*o D-8 fOO _CFM 3DO 10 MG CFM 6wo RA TYP 2 F-! "a RAv TYP 2 VD f60 _CFM ln8G,3 55 CFM 13 2DO CFM VD F0 D-8 6"X6" R-1 'f— =60CFM 30 GEM VD > 50 GEM 2 'X12"G-1 100 CFM6"0 D-1 ry D-9 65 CFM 190 CFM 200 CFM f0_0 —CFM VD L F4 8'o D-8 VRF-8114--= 0 'VRF-B106 rA D 2ODCFM VAV-81 §4*X 12 .4 2 103 cm 200 CFM VAV-Bl 18 —1 or 6*x10r SA 4 VD VAV-B103 B I "a CA 18 W R-1 6o CA 18'9 OA 210 CFM CA TX V R-1 'B118 VAV-13117 IV90A 60 CFM 10,00A 4'0 D-1 H -B 119 30 CF 1 AV-Bl 10 48"X 17 G,3 el -81 VRF-IBP107A DBH-Bll6B— Fo D-1 CA VRF-B110 24X I R-1- IT'G-4 fl-5 —CFM 15 VRF-6I16 > IrXI2*C7 -.JVD 30 CFM 1 VAV-Bl0! - > !BH-BI16A— 7Bl Yll 65 F I T__j z [ C & D LEGEND NOTES c 2 HVAC GENERAL NOTES ADD GENERAL NOTES THAT ARE PLACED ON EVERY WAC PLAN U.2 g 1. SIZE HEIGHT OF DUCTWORK CONNECTING TO INLETIOUTLET OF 6 8 VRF UNITS TO PROVIDE AN ADEQUATE HEIGHT TO TAP OFF. MAINTAIN DUCT WIDTH FROM VRF CONNECTION. SEE PLANS W_ FOR TAP SIZE. 2. LINEAR 2-SLOT DIFFUSERS TO THROW IN OPPOSED DIRECTIONS A! 2 UNO. 3. ROUTE ALL DUCTWORK TO AVOID SKYLIGHTS. 4. ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED AS MEDIUM PRESSURE DUCTWORK. REST OF DUCTWORK 61 SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. 5. ALL DUCTS SHALL BE INSULATED PER 2015 WSEC SECTION 403.2.8.1 OR DIVISION 23 SPECIFICATION INSULATION SECTION, WHICHEVER IS MORE STRINGENT. 6. AIR FLOW RATES SHALL BE TESTED AND BALANCED NIN THE TOLERANCES DEFINED IN SPECIFICATIONS. SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING 00 LOSSES AND THEN ADJUSTED TO DESIGN FLOW CONDITIONS. 46R5 T KEYNOTES - M1.1 B AL I PROVIDE VOLUME DAMPER IN DROP. 2 OAIRA UP TO DOAS-Bl 3 DRYER VENT FOR FUTURE CONNECTION TO DRYER. INSTALL DUCTWORK ABOVE CEILING ONLY AND CAP IN CEILING FOR FUTURE. 4"0 EA UP THRU ROOF AND CONNECT TO ROOF HOOD. 4 INSTALL WITH BLADES THROWING TOWARDS BREAK AREA. 5 GRILLE SIZE TO MATCH TILE SIZE. CONTRACTOR TO VERIFY TILE SIZE BEFORE PURCHASING. MATCHLINE AREA C 6 ROUTE DUCTWORK ABOVE GARAGE DOOR. ALLOW CLEARANCE FOR WHEN GARAGE DOOR IS ROLLED UP. COORDINATE WITH GARAGE DOOR MANUFACTURER. 7 ROUTE DUCTWORK ABOVE CE]UNG. — --DBH-BlOOH 8 TRANSITION TO AVOID STORM PIPING DROP THRU FLOOR. VD - COORDINATE WITH PLUMBING CONTRACTOR 2 roD-11 9 MOUNT GRILLE 2' ABOVE FINISHED FLOOR. 200 CFM 10 COORDINATE DUCTWORK UNDER STRUCTURE AND HIDDEN IN 0 ROUTE DUCTWORK TO AVOID — --DBH-BIOOG SOFFIT. SKYLIGHT. TYPICAL BOTH 12wX 8' R-1 11 THERMOSTAT CONTROLS DRAFT BARRIERS. CONFERENCE ROOM. X L-W 290 GEM 12 CONNECT 7' EA TO RANGE HOOD. REFER TO MANUFACTURER DETAILS FOR EXHAUST AIR DUCTWORK SIZING FOR MANUFACTURERS THAT DIFFER FROM BASIS OF DESIGN. 13 ROTATE SLOTS TO THROW IN THE SAME DIRECTION. "s - ---DBH-BIOOF 14 ROUTE DUCTWORK THROUGH K-JOISTS. = 2 � : = 15 GROUND LEVEL DRAFT BARRIER HEATERS. 8'g D-6 200 CFM 10". D-6 n Fp 2M 10's SA VRF-B10 I ---nWX 17 G-4 CA --DBH-BlDOE VAV-B102) �VWB101 VAV-B100 JODD 24"X 12" 2A F-BI07B ROUTE DUCTWORK TOAVOID SKYLIGHTS. 10"oSA Ix I V3< D-1 UJI 2 250 CFM L_ < l(rom a — TYP 2 11 6"o D-1 p 250 CFM 65 CFM 6"X 6' R-2 TYP 2 Z. 0CFM -2 < 30 CFM IU43107240 CFM . 14wX 6* G-3 D H-BIOOC r 12"x 12, G 6X 6' R-1 VD WXr G-3 6,w 60 CFM X V law �v I G,3 > 20 CFM 30 CFM . A VD 9 Vo D-1 > 8'0 0-12 —DBH-BlOOB W_CFMm U) VRF-Blll 31 S'X 6_. VRF-B112 _i5FM 0' 120CFM"= F-1 _C24 _'X to- D 12*X 12 �-1 30 CFM Q l(ro CA ==jArcm _DBH-Bl00A N REVIEWED FOR < I CODE COMPLIANCE _j Z) 2 MATCHLINE -AREA A APPROVED T VD T VD VD VD VD VD JUL 0 5 2019 Y 0 Z) VD VID < City of Tukwila F- IE > > >1 VD 0 ENHVAQ PLAN, FIRST LEVEL - AREA B. SCALE: 1/8!'= T-O" PLAN NORTH BUILDING DIVISION CONFORMED SET < --D6H-A100D KEY PLAN Issue Date - 05.10.2019 Revisions 4 03.13.19 - ADD 4 5 03.15.19 - ADD 5 c B i 73-17158-00 M19-0097 : IVAC PLAN, FIRST LEVEL - CANOPY A AREA B L--- - Ml.lB 11 1 11111111 Jill llliqlllllj�� Space: Number F R-IN Supply Air Flow : , all 1 11 11 w 0 —DBH-CID)M — --DBH-CIOOL — --DB"IDDK Wo SA Vi -CI WxIV SA 24r"X IT 117j81,2' G-I Iri I -CIO0U 24'X IT G,3 N 875 GPM 401CFM �4gD DBH 875 CFM 'F. IU-CI28 ❑ 24"X24" C,3 Vo RA, 10 RA T, CUH-2 2775 CFM 8*0 D4 VID I. E) ITODPRA ip0 75 CFM 2 TYP 5 10l D4 I8'x1D` RA > 19 II 215P CF3M 10 VD > a TY@6 ---D13H-C100I 12'X 12" C,2 12*0 SA > 3 VID L�A�80 III 12*X6' R-1 50 CFM IIIH 245 CFM 357 VD Vill IWXIO'SA To SA 9*0 D-4 I4 Ilro SA 210 CFM 440 To OFDM = Z8 AC-C132 DBH-C100H 8'o D-2 F25 —CFM 6"9 EA 24"X 24" 12'X 12" C,2 2775 CFM --BH-CIOOG 50 CFM IT9 OA TOO' OA Ajq 24*XW G-3 8'VAV-C13 12"XI0" OA 24"X G,3 4'0 D-1 — F CFM 210CFM Ve D-7 12"X 12" G-1 73'A — �_DjHl kV-CI34 All Sa 12'X8m G-3 11 12'WRAv 101 1 280 CFM Jim 1 121-0 _rm Sh* 140 — �§H-AIOOE L2LX I(ro D-1 --- -12 G-2� VRF-CI24[tl SD CFMVAV-ClOOA F-Cl F 270 CFM 12'XI2* W 12 12 30 CFM 12"X 12' G-1 _2 jL02' (-IF X6' G-3 4"X10' RA TYP 3 30CFM -.jVD x 6. 0 6 0) We OA —DBH-C100D > 8*x6m G-3 D-I 225 CFM 6o EA 30 EVIO-I 1110 2"xl2'M 1 24'X IT G-1 :6 x 10 6�o 30 CIF 270 - TYP 3 8 118 --DB"IOOC 4 12'02' RA CA > 127 IT G-2 • 5 VP1123 j:l= IU'W R-1 4-0 0.1 50 CFM - 175 CFM — W RAv rou .0Ail, r 36 WM - II 12'xIV OA D 11I-CIOOB - —6"X 6' G-3 416VO 6-0 2 '0 OA D-1 13 100 CFM TO 0 10'o OA 7= F �t - X6, VAV-CIOOB 6". - D-4 Q 11702*G-I Wk=VZC1j21:P3 55 610 O'D SA 90 24X 12' C-I MUM 35 CFM ro D-6 7P-2 VD > 30 CF 2VX 17 G-1 35NO CF!M! VID 9 -CIO9 rBHl I 4o D 150 CIF TO -C —FM 180 CFM 67oTYP 2 -S-T 6'o [)-I 3 9 VRF-C1I 16 > 12" G-1 Ri-C—FM 'X 24' W EDHl LO 'P 3 6 75CFM m- VID 4'o D-1 N�- OF n, - —VRF-rlll Fe LEGEND NOTES HVAC GENERAL NOTES ADD GENERAL NOTES THAT ARE PLACED ON EVERY HVAC PLAN 1. SIZE HEIGHT OF DUCTWORK CONNECTING TO INLET/OUTLET OF 8 VRF UNITS TO PROVIDE AN ADEQUATE HEIGHT TO TAP OFF. MAINTAIN DUCT WIDTH FROM VRF CONNECTION. SEE PLANS FOR TAP SIZE. 2. LINEAR 2-SLOT DIFFUSERS TO THROW IN OPPOSED DIRECTIONS Q V .2 a UNO. 3. ROUTE ALL DUCTWORK TO AVOID SKYLIGHTS. 4. ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED AS MEDIUM PRESSURE DUCTWORK REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. 5. ALL DUCTS SHALL BE INSULATED PER 2015 WSEC SECTION 403 '1 2.8 1 OR DIVISION 23 SPECIFICATION INSULATION SECTION, WHICHEVER IS MORE STRINGENT. 6. AIR FLOW RATES SHALL BE TESTED AND BALANCED WnN THE TOLERANCES DEFINED IN SPECIFICATIONS. SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES AND THEN ADJUSTED TO DESIGN FLOW CONDITIONS. 4ON615 STE ANAL 5 KEYNOTES - Jill I FOR AIR TERMINAL BALANCING, REFER TO LEFT SIDE OF THIS SHEET FOR REFERENCE. 2 PROVIDE VOLUME DAMPER IN DROP. 3 ROTATE BOTH SLOTS TO THROW TOWARDS THE INTERIOR OF THE SPACE. 4 6'0 EA UP THRU ROOF 5 OARA UP TO DOAS-Cl 6 MOUNT ON FACE OF SOFFIT. 7 EA UP THRU ROOF TO ROOF HOOD. 8 ROUTE DUCTWORK THROUGH K-JOIST WHERE NECESSARY. 9 ROUTE DUCTWORK TO AVOID SKYLIGHTS ABOVE 11 14"xW DUCT TO SIDE -WALL EXHAUST FAN EF-C137A/l SEE ROOF PLAN M1.1C FOR CONT. 12 ROUTE DUCTWORK THROUGH K-JOIST. 13 PUSH BUTTON (BREAK GLASS) SWITCH TO COURTROOM EMERGENCY PURGE SYSTEM. OA r �2XIr��I D-I 0 ' 6? L—J o D-1 0 1� 'a 601 40 CFM P3 (D ""M 8 CUH-1 30CFM VRF-C101 ITXIT G-I Vi D FOR12"x r G-3 XTY SA 30 CFM REVIEWED A, LK 3' T R-1 CODE COMPLIANCE W VRF-C112 I ft==L'>/ 12'RX 12"TYP G) IN CFM T APPROVED A 3 O'S. G-I 12"X1T.G-2 re s----LI 991 1?x1TAA 50 CFM 6*0 M <a a 'OA JUL o 5 2019 CFM— VD, VRF-CI15 9 TYP 2 > 056 65 6*X6" G-3 7 rom 30 CFM It". RAI Cl of Tukwila WIP 2 3185 CFNI ro OA CIA BUILDING DIVISION 6-1 D-6 50 CFM 7 340 CFM TYP 2 MATCHILINE -AREA B -r`*C < MATCHLINE -AREA B KEY PLAN 0 C M19-0097 yI'A HVAC PLAN, FIRST LEVEL — AREA Q CANOPY SCALE: 1/9'= V-0" PLAN IL ---- NORTH z w C) LLJ U) < < 3: to E zo U. 0 CONFORMED SET Issue Date - 05.10.2019 Revisions 4 03.13.19-ADD4 6 4117119 - Cardwmd HVAC PLAN, FIRST LEVEL - AREA C M 1 . 1 C AIR TERMINAL BALANCING - A21 O-A21 1, A214, A216, A219 ��o�� SPECIAL OPS SPECIAL OPS COMMANDER SPECIAL OPS COMMANDER ACT SECURE FILES(EQPT ACT SECURE FILESIEOPT Ma r NSupmaber ��w�� [filT INVESTIGATION COMMANDER SGT MEETING ROOM MATCHILINE -AREA B I .AIR TERMINAL BALANCING -A233, A234, & A236 AIR TERMINAL BALANCING - A230-A232 LEGEND NOTES Space: Air Flow Supply Air Exhaust Space: Air Flow Supply Air Exhaust Return Air Number Space: Name Type MARK Flow Air Flow Return Air Flow Number Space: Name Type MARK Flow Air Flow Flow A233 PHONE 0 SUPPLY D-1 30 CFM A230 ACCREDITATION WORKROOM SUPPLY D-1 265 CFM ? A233 PHONE QA D-1 30 CFM A230 ACCREDITATION WORKROOM GA D-1 30 CFM HVAC GENERAL NOTES A233 PHONE RETURN G-1 30 CFM A230 ACCREDITATION WORKROOM RETURN G-1 30 CFM ADD GENERAL NOTES THAT ARE PLACED ON EVERY HVAC PLAN A230 ACCREDITATION WORKROOM RETURN G-1 265 CFM 1. SIZE HEIGHT OF DUCTWORK CONNECTING TO INLET70UTLET OF 8 A234 PHONE SUPPLY D-1 30 CFM VRF UNITS TO PROVIDE AN ADEQUATE HEIGHT TO TAP OFF. A234 PHONE OA D-1 30 CFM A231 PSU COMMANDER SUPPLY D-1 140 CFM MAINTAIN DUCT WIDTH FROM VRF CONNECTION. SEE PLANS A234 PHONE RETURN G-1 30 CFM A231 PSU COMMANDER 04 D-1 30 CFM FOR TAP SIZE. A231 PSU COMMANDER RETURN G-1 30 CFM 2. LINEAR 2�SLOT DIFFUSERS TO THROW IN OPPOSED DIRECTIONS A236 ADMIN COMMANDER SUPPLY D-1 70 CFM A231 PSU COMMANDER RETURN G-1 140 CFM a UNO. A236 ADMIN COMMANDER OA D-1 30 CFM ADMIN COMMANDER RETURN G1 30 CFM A232 CONFERENCE ROOM SUPPLY D-1 200 CFM 3. ROUTE ALL DUCTWORK TO AVOID SKYLIGHTS. ADMIN COMMANDER RETURN G-1 70 CFM A232 CONFERENCE ROOM SUPPLY D-I 200 CFM A232 CONFERENCE ROOM OA D-1 105CFM 4. ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED A232 CONFERENCE ROOM RETURN G-1 AS MEDIUM PRESSURE DUCTWORK. REST OF DUCTWORK 105 CFM SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. A232 CONFERENCE ROOM RETURN G-1 400 CFM 5. ALL DUCTS SHALL BE INSULATED PER 2015 WSEC SECTION 403.2.8.1 OR DIVISION 23 SPECIFICATION INSULATION SECTION, WHICHEVER IS MORE STRINGENT. 6. AIR FLOW RATES SHALL BE TESTED AND BALANCED WAN THE TOLERANCES DEFINED IN SPECIFICATIONS. SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES AND THEN ADJUSTED TO DESIGN FLOW CONDITIONS. 4da7s KEYNOTES - M1.2A ONAL ON 1 FOR AIR TERMINAL BALANCING, REFER TO TOP OF THIS SHEET FOR REFERENCE. 2 PROVIDE VOLUME DAMPER IN DROP. 3 PROVIDE (2) 12'X1? G-1 GRILLES WITH 4'X4' LINED TRANSFER DUCT FROM SECURE STORAGE TO COPYMORKROOM. 4 8'0 EA UP THRU ROOF TO EXHALAST FAN. 5 12'AT UP TO EXHAUST FAN AND DN THRU CHASE. 6 OARA UP TO DOAS-Al 7 OVRA UP TO DOAS.A2 8 ROUTE Ir OA DUCTWORK OFF MAIN IN A242 TIGHT TO CEILING — — — — — — — — — — — — TO ALLOW FOR VRF-A235 INSTALLATION. ROUTE 10'SA THROUGH K-JOIST. 9 ROUTE DUCTWORK BETWEEN K-JOIST(S). —12'X8' GZQA-- — — — — — — — 10 MOUNT VRF-A220 AS HIGH AS POSSIBLE TO ROUTE SUPPLY AIR VD 245 GF 63 MATCHLINE -AREA A THROUGH K-JOISTS. 16-04' RAv 1170GFM 11 11 BOTTOM OF SAIDA DUCTWORK TO BE MINIMUM 14 FEET ABOVE FINISHED FLOOR TO ACCOMODATE EXERCISE 16"04' RAY IT 'o QA 12's GA VD VD VID EQUIPMENT. VAV-M7 24'x6' R-2 12 ROUTE IVO SA DUCTWORK THROUGH K-JOISTS. 26"AT OA 390 CFM 13 SUPPLY AIR DIFFUSERS TO BE MOUNTED AT A 22.5* ANGLE 2D'xl6'RAv 12's OA I . I TYP 3 DOWN FROM THE HORIZONTAL. vu > 14 ROUTE DUCTWORK THROUGH K-JOISTS. 0 16'X16'RAv 25 1ToRAv TYP. 16 21)"OA AND 18x14 RAV ON THRU CHASE. 1Tx1? EA UP TO EF g. < AND DN THRU CHASE. 6'0 D-3 12"o SA V 50 CFM 12"X8' R-2 17 ROUTE SARA DUCTWORK THROUGH BEAM AT GRIDLINE 6. 24�4'D-5�4 0 135 CFM REFER TO STRUCTURAL DRAWINGS FOR PENETRATION 105 CFM fro D-3 I TYP 9 12 TYP. DETAILS. 220 CFM e > TYP 2 TYP 4 1 18 ROUTE DUCTWORK UP IN JOIST SPACE, PARALLEL WITH --jff-A207 JOISTS. 'x6* D-5 19 TERMINATE RETURN GRILLE ABOVE CLOUD CEILING. 380 F 20 TRANSITION TO ROUTE UNDERNEATH BEAM. TY 2 24'xT D-5 4, 21 ROUTE SA/RA DUCTWORK THROUGH BEAM AT GRIDLINE 4. 445 CFM REFER TO STRUCTURAL DRAWINGS FOR PENETRATION MW RAV > TYP 4 EDH-A207 DETAILS. VD > 22 ROUTE DUCTWORK THROUGH BEAM AT GRIDLINE 4. REFER TO VD -: 12*o GA 14'XI21 OA 23 STRUCTURAL DRAWINGS PENETRATION DETAILS. MM A TYP. 9 SA 24 OA1EA FROM WATER HEATERS UP & ON. TERMINATE THRU CFM 170 �OA 16"XITOA nu I ROOF WITH CONCENTRIC VENT. REFER TO 24/P4.1 FOR VRF-A205 14r"o VAV-A211 VAV-A2 227 10' G-3 REFERENCE. 'o OA 780 CFM < 25 CONNECT DUCTWORK TO LOCKER HOOD PLENUM I OA 32*x& OA 0 . REFER TO 1 DETAIL 41IM5.2 FOR REFERENCE. 6*0 D-3 8•e OA 'a 0A 12'x8'R-2 26 ROUTE EA DUCT THROUGH BEAM AT GRIDLINE 6. REFER TO 131CFM 6"o OA 6'o D3 150 CFM STRUCTURAL DRAWINGS FOR PENETRATION DETAILS. TYP 2 , 90 _CFM TYP 8 27 ROUTE DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO > 14"X6-G3 I STRUCTURE. Il 100&A VAV-A208 RF-A211 M CFM 52 w z WON' z 10 D- VD 13 t 0 TYP. > a LL! 1 P > Vol)-11 1 0 V 1 EDH-A213-- - 55-CF—M 24wX 12* G-1 16'o SA 170SA 6"o TYP2 EDHA208 Ld JTX 7 G- 35 M C-3 6'.'CA < 4"0134 TYP 5 Iro AGAM 24*X 12R G-1 230 @ TYP 2 > C/) 6*0 D-6 < 6.0W 65 CFM VR 60—CFM VAV-A220 VAV-A213 W.TR k2 C TYP 2 .!R 13M GFM REVIEWED < .1 :--VIEV74ED �FOR TYP 2 4C- > > CODE COMPLIANCE 00 1(ro0A APPROVED W Wo > ED re SA 1 OA LL 2*o SA I T 0 *SOA 0 § 1 JUL 0 5 2019 0 wo 0 'o SA 24 2" G-1 vp VD VD 5 City of Tukwila b !9 12 12'X 10' G-3 ®3 16 BUILDING DIVISION 8,01M 440 CFM CFM fT_4_0__CFM TYP 4 CONFORMED SET 1WO D-1 KEY PLAN Issue Date - 05.10.2019 <250 CFM Revisions I TYP 2 .RAY 4 03.13.19-AM4 6 917119-CWorned C 73-17158-00 HVAC PLAN, M 19 0�09 7-, ! F A SECOND LEVEL CANOPY- AREA A W\/A("* DI AKI SECOND I E\/F=l — AREA A IL---- 111:1 SCALE:V-0" PLAN NORTH M1.2A !BH-S2A— HEATERS ON STAIR LANDING LEVEL, TYP. 2 240 CFM 310 CFM 0 10*e EA > VD, 0'o EA VRF-A2D4 VRF-A206 — — — — — — — — — — — — ll'X L VD UP TO EF-A206 2 r QA 'oCFiT_'— — _Qii�_ — — — OA GA VD MATCHLINE -AREA A HVAC PLAN, SECOND LEVEL - AREA B SCALE: 1/8" = l'-O" PLAN NORTH M 19-0097 LEGEND NOTES S2 HVAC GENERAL NOTES O m ADD GENERAL NOTES THAT ARE PLACED ON EVERY HVAC PLAN 1. SIZE HEIGHT OF DUCTWORK CONNECTING TO INLET/OUTLET OF VRF UNITS TO PROVIDE AN ADEQUATE HEIGHT TO TAP OFF, MAINTAIN DUCT WIDTH FROM VRF CONNECTION. SEE PLANS trial w` - FOR TAP SIZE. 2. LINEAR 2-SLOT DIFFUSERS TO THROW IN OPPOSED DIRECTIONS UNO. 3. ROUTE ALL DUCTWORK TO AVOID SKYLIGHTS. 4. ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED AS MEDIUM PRESSURE DUCTWORK. REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. 5. ALL DUCTS SHALL BE INSULATED PER 2015 WSEC SECTION 403.2.8.1 OR DIVISION 23 SPECIFICATION INSULATION SECTION, WHICHEVER IS MORE STRINGENT. 6. AIR FLOW RATES SHALL BE TESTED AND BALANCED WAN THE TOLERANCES DEFINED IN SPECIFICATIONS. SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES AND THEN ADJUSTED TO DESIGN FLOW CONDITIONS. 48875 KEYNOTES - M1.213 fr_ w z REVIEWED FOR w CODE COMPLIANCE C) APPROVED w JUL 0 5 2019 U) City of Tukwila < co BUILDING DIVISION < Z) ILL. 0 A oY CONFORMED SET KEYPLAN Issue Date - 05.10.2019 Revisions 4 03.13.19-ADD4 B 73-17158-00 HVAC PLAN, F ---- SECOND LEVEL A AREA B CANOPY L - - - - M1.2B MATCHLINE -AREA B MATCHUNE -AREA A Dl CU-AC-Al 13 EF-A241 41 I l9X14'EA M5.1 f-I 77 29AS-A2 2 1 >.� RS--11 F--1 RL CU-A2 CU-AC-A224 000 f 01 RL R F4 CUAl CU-AG-AI07 RL RL:_RS ------ I U� F, c Rl%llCj4225 EF-A218 GRV-1 7� HVAC ROOF PLAN - AREA A EIEI SCALE: ltg'= l'-O" PLAN NORTHM 19-0097 LEGEND NOTES HVAC GENERAL NOTES ADD GENERAL NOTES THAT ARE PLACED ON EVERY HVAC PLAN 1. SIZE HEIGHT OF DUCTWORK CONNECTING TO INLET/OUTLET OF VRF UNITS TO PROVIDE AN ADEQUATE HEIGHT TO TAP OFF. MAINTAIN DUCT WIDTH FROM VRF CONNECTION. SEE PLANS FOR TAP SIZE. 2. LINEAR 2-SLOT DIFFUSERS TO THROW IN OPPOSED DIRECTIONS UNO. 62 3. ROUTE ALL DUCTWORK TO AVOID SKYLIGHTS. 4. ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED AS MEDIUM PRESSURE DUCTWORK REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. 5. ALL DUCTS SHALL BE INSULATED PER 2015 WSEC SECTION 403.2.8.1 OR DIVISION 23 SPECIFICATION INSULATION SECTION, WHICHEVER IS MORE STRINGENT. 6. AIR FLOW RATES SHALL BE TESTED AND BALANCED WIN THE TOLERANCES DEFINED IN SPECIFICATIONS. SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES AND THEN ADJUSTED TO DESIGN FLOW CONDITIONS. 405 KEYNOTES - MUA AL 1 RS/RL PIPING ON. REFER TO DETAIL 24/M5.2 FOR PIPE PENETRATION. 2 PROVIDE DUCTWORK TO PROVIDE IOP LENGTH FROM EA OUTLET OF DOAS UNIT. 3 CONCENTRIC VENT TERMINATION FROM WATER HEATERS. REFER TO 241P4.1 FOR REFERENCE. cr_ w I— z w C) REVIEWED FOR w CODE COMPLIANCE 0 APPROVED JUL 0 5 2019 c/) < 0 City of Tukwila < BUILDING DIVISION :) F- IJ_ 0 CONFORMED SET KEY PLAN Issue Date - 05.10.2019 Revisions 4 03.13.19-ADD4 C B 1 73-17158-00 HVAC ROOF F PLAN - AREA A A CANOPY I L M13A LEGEND NOTES CL 15 S2 60151.1 /� F-1 116W EA 0 0 z DOAS-Bl L— — — — — — CUB1 GRV-2 OU-13107 J-ACB120 EF-A206 — — — — — — — — — — — — — — — — — — MATCHUNE -AREA A HVAC ROOF PLAN - AREA B EL] SCALE: 1/8" = 1'-0" PLAN NORTH M 19-0097 HVAC GENERAL NOTES ADD GENERAL NOTES THAT ARE PLACED ONE ERY HVAC PLAN U 1. SIZE HEIGHT OF DUCTWORK CONNECTING TO INLEPOUTLET OF VRF UNITS TO PROVIDE AN ADEQUATE HEIGHT TO TAP OFF. MAINTAIN DUCT WIDTH FROM VRF CONNECTION. SEE PLANS FOR TAP SIZE. 2. LINEAR 2-SLOT DIFFUSERS TO THROW IN OPPOSED DIRECTIONS UNO. r) :E 3. ROUTE ALL DUCTWORK TO AVOID SKYLIGHTS. 4. ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED AS MEDIUM PRESSURE DUCTWORK. REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. 5. ALL DUCTS SHALL BE INSULATED PER 2015 WSEC SECTION 403.2.8.1 OR DIVISION 23 SPECIFICATION INSULATION SECTION, WHICHEVER IS MORE STRINGENT. 6. AIR FLOW RATES SHALL BE TESTED AND BALANCED WAN THE TOLERANCES DEFINED IN SPECIFICATIONS. SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES AND THEN ADJUSTED TO DESIGN FLOW CONDITIONS. 460?5 tiNG KEYNOTES - 11111.313 NAL 1 RSIRL PIPING ON. REFER TO DETAIL 241M5.2 FOR PIPE PENETRATION. 2 PROVIDE DUCTWORK TO PROVIDE 1V LENGTH FROM EA OUTLETOF DOAS-131. X W z LU 0 REVIEWED FOR W CODE COMPLIANCE C) APPROVED F_ JUL 0 5 2019 U) < _j City of Tukwila BUILDING DIVISION, < E LL 0 C 37- p CONFORMED ET KEYPLAN Issue Date - 05.102019 Revisions 4 13.1,1.11-ADDI 5 03. .,s - ADD 5 J 6 4/17/19 - CWOMd C 73-17158-00 HVAC ROOF ---- PLAN - AREA B A CANOPY L M1.3B 13�11 LEGEND NOTES CL I I c S RL EF-C125 OU-C128 F-C135B 44 KM5.1 ii (TYP-) �Il--EF-C135A -71 cu-cl OU-Cl29 5HVAC ROOF PLAN - AREA C. SCALE: 1/8"= l'-O" PLAN NORTH DOAS-Ci 2 KIRA "N' re ri CU-AC-Cl32 X no EF-CIO4 M 19-0097 HVAC GENERAL NOTES ADD GENERAL NOTES THAT ARE PLACED ON EVERY HVAC PLAN 1. SIZE HEIGHT OF DUCTWORK CONNECTING TO INLET/OUTLET OF ry VRF UNITS TO PROVIDE AN ADEQUATE HEIGHT TO TAP OFF. MAINTAIN DUCT WIDTH FROM VRF CONNECTION. SEE PLANS FOR TAP SIZE. 2. LINEAR 2-SLOT DIFFUSERS TO THROW IN OPPOSED DIRECTIONS UNO. 2 3. ROUTE ALL DUCTWORK TO AVOID SKYLIGHTS. 4. ALL DUCTS UPSTREAM OF VAV BOXES SHALL BE CONSIDERED 6M AS MEDIUM PRESSURE DUCTWORK. REST OF DUCTWORK SHOWN SHALL BE CONSIDERED AS LOW PRESSURE DUCTWORK. 5. ALL DUCTS SHALL BE INSULATED PER 2015 WSEC SECTION 403.2.8.1 OR DIVISION 23 SPECIFICATION INSULATION SECTION, WHICHEVER IS MORE STRINGENT. 6. AIR FLOW RATES SHALL BE TESTED AND BALANCED WAN THE TOLERANCES DEFINED IN SPECIFICATIONS. SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES AND THEN ADJUSTED TO DESIGN FLOW CONDITIONS. KEYNOTES - MUC 513 f 1 RSIRL PIPING DN. REFER TO DETAIL 23IM5.2 FOR PIPE PENETRATION. 2 PROVIDE DUCTWORK TO PROVIDE 10'LENGTH FROM EA INTAKE OF DCAS UNIT. Of w z REVIEWED FOR w CODE COMPLIANCE C) APPROVED w JUL 0 5 2019 U) City of Tukwila:D ill BUILDING DIVISION 716 E o CONFORMED SET KEYPLAN Issue Date - 05-10.2019 Revisions 4 03.13.19 - ADD 4 1 4117119 - CD*Med ZA Z"� c B 73-17158-00 HVAC ROOF PLAN - AREA C A CANOPY L — — — - M13C MATCHLINE -AREA B DBH-A148A DBH-A1488 DBH-A148C q t f VRF-Bi12 7 11/4'CD DBH-B1OOA HRV-Ajw1 U 1114"C MATCHLINE -AREA A TQ q --1 vac `J 1r4 11r4 f VRFP153 1 *--RS-- VRF-A11 : RL� DBH A100F I < VRF-A112 1U4'CD� O� � AC -Al 13 I 2 O Y RF-A117 Y VRF-A115 O O ----� DBH-A100E 1 O \ � r VAV-A114 DBH-A100C � lCJl7 I I 3 c-11J4' C VAV-A112 i A144 1 1/4• CD DBH-A100B i -A131-A131 O T O i VRF-A147 i DBH-A133 V -- VAV-A155 VAV-A147 ❑u� VAV-A10DrVRF 3 --- � VAVA130 VA/A117 VRF-A103O 1 33 j VAV-A144 O 2 C' 2 V v VRF-A134� VRFA. U 2 I O� BGA1 1 RS � 1 1/4' CD � RS VRF-A130 VRF-A1 2 VRF-A137 U RL VRF-A123 UP �--------------------� SBC-A1 FU 1 1/4• ; 2 VAV-A123 a - 1 1/4• m_t v Ll UP VAV-A127 a O 1 aa i V L DP-1 CDP-2I i I L1[ g 2i - 1 1/4" C i '4--�v i VRF-A105 HRV-At-3 \% AG-A107 I HRV-A1-2 I �i I � V�RF-A118 I � I CUHd �CUH-5 `J II❑ DBH}S1 1 I I I I HVAC PIPING PLAN. FIRST LEVEL - AREA A SCALE: 1/8" = V-0" NORTH M 19-0097 PiAN NORTH LEGEND NOTES Q, W �g� O HVAC PIPING GENERAL NOTES /L— ADD GENERAL NOTES THAT ARE PLACED ON EVERY PIPING PLAN V 9 1. CONTRACTOR SHALLINSTALL REFRIGERATION PIPING CLEAN 8 AND PARALLEL TO BUILDING LINES WITH PERFECT ELBOWS N m WHEN CHANGING DIRECTIONS. DEVELOP SHOP DRAWINGS AND rl. 2 COORDINATE NTH OTHER TRADES FOR AN ORGANIZED 3 ROUTING OF PIPES. MANUFACTURER TRAINED AND Q t v EXPERIENCED VRF PIPING STALLERS SHALL ONLY BE ALLOWED. -�Z 2 4es�s 1 RSIRL UP. KEYNOTES - M2.1AioN 5 �31i5 2 CONTRACTOR TO PROVIDE BOTH RS/RL PIPING, SINGLE LINE SHOWN FOR DRAWING CLARITY AND ROUTING PREFERENCE. SEE MANUFACTURE RECOMMENDATIONS FOR LINE SIZING. 3 1-1/4• CD DN. CONNECT TO VENT LINE WITH AIR GAP FITTING. REFER TODETAIL 33/M5.1. 4 ROUTE CONDENSATE PIPING DOWN TO SAME INDIRECT WASTE LOCATION OF WASHING MACHINE. TERMINATE WITH AIR GAP. W I— W FREVI7EWEDFOR W U JUL 0 5 2019 c City of Tukwila Q BUILDING DIVISION J y E LL LL mm O '� 3 �-- U CONFORMED SET KEYPLAN Issue Date - 05.10.2019 Revisions C i 9 73-17158-00 HVAC PIPING r--- PLAN, FIRST A LEVEL - AREA A CANOPY i L___ M2.1 A LEGEND NOTES 2 0 HVAC PIPING GENERAL NOTES ADD GENERAL NOTES THAT ARE PLACED ON EVERY PIPING PLAN 1. CONTRACTOR SHALL INSTALL REFRIGERATION PIPING CLEAN AND PARALLEL TO BUILDING LINES WITH PERFECT ELBOWS WHEN CHANGING DIRECTIONS. DEVELOP SHOP DRAWINGS AND rwo we - COORDINATE WITH OTHER TRADES FOR AN ORGANIZED ROUTING OF PIPES. MANUFACTURER TRAINED AND EXPERIENCED VRF PIPING STALLERS SHALL ONLY BE ALLOWED. KEYNOTES - M2.1 B NAL 51,111 1 RSIRL UP. 2 CONTRACTOR TO PROVIDE BOTH RSIRL PIPING. SINGLE LINE SHOWN FOR DRAWING CLARITY AND ROUTING PREFERENCE. SEE MANUFACTURE RECOMMENDATIONS FOR LINE SIZING. 3 1-1/4"CD ON. CONNECT TO VENT LINE WITH AIR GAP FITTING. REFER TO DETAIL 33fM5.1. 0-1 Lij L_ UT Ll 1/4"'CO BC-81 I z pp AC-B120 D13H-B100C LLI REVIEWED FOR IU-BI07 CODE COMPLIANCE Uj Fe APPROVED 0 0 I-_ __mVRF-B111 DBH-B100B JUL 5 2019 I U) -1 1/,P CD . . . . . . City of Tukwila -a BUILDING DIVISION 01 Z DBH-B1-00A -z—MATCHLINEAREA A T LL0 T T if T MATCHLINE -AREA C MATCHLINE AREA C MATCHLINE -AREA B DBH-BIDOH RK-1 DBH-B100G 3 DBH-Bj00F VRF-BI14 2 *3 0EY 118VRF-BI03 VRF-61 02 VAV-BlW(1) 2 (-,)-) 4a 0 a' Fr AV-,LB1�, VAV-B100 IE�]114"CD- ���l 1/4' CDTT 02 (D VRF-BI10 VRF-BI07A VRF-BI07B VAV-13107 HVAC PIPING PLAN, FIRST LEVEL - AREA Q SCALE: 1/8"=1'-O" PLAN NORTH CONFORMED SET KEY PLAN Issue Date - 05.102019 Revisions 03.13.19 - ADD 4 73-17158-00 HVAC PIPING PLAN, FIRST A LEVEL - AREA B CANOPY ; L - - - - M 19-0097M2.1 B IU_cl [—] I CUH-2 E) - - - - - - �_ VRF-C135 O IUCl29 33 M5.1 6 @2 El---citu I VRF-C136 INSTALL REFRIGERANT PIPING IN EXTERIOR WALL ON THE INTERIOR SIDE OF INSULATION. PIPING SHOWN OFFSET FOR DRAWING CLARITY. COORDINATE WITH DOMESTIC WATER PIPING ALSO TO BE INSIDE THIS WALL. Rl"m _9 /' I I FE) ll'u 1p_ - VAV-C134 --- S2T WRF-C124 VRF-CI18 —_DgEC1&)L VRF-C133 — DBH-CIWJ — DEH-C1001 DBH-Cl00H AC-Cl32 LO DBH-ClOOF VAV-CIDOA O DBH-Cl00D 19, �l 1/,r CD VAV 118 :123 �D 3VAV-CI16 11M CD DBH-C100B VAV-C121 0 7(77 ---------- !ER�F-Q109� VAV-C1006Q,] VAVC112 DBH-C100A VRF-Cll6 (D LVRF-CI21 7-7 (T) VAWC115 VRF-ClI 12 [57 Ll I/Ir CD VIRF-ClIll CUH-1 KRIF-C100 VRF-CI16 i p IcRi 1114* CD MATCHUNE -AREA C MATCHUINE -AREA C MATCHUNE -AREA B 02 7C IHVAC PIPING PLAN, FIRST LEVEL - AREA 2 SCALE: 1/8"= V-0" PLAN NORTH M 19-0097 LEGEND NOTES HVAC PIPING GENERAL NOTES ADD GENERAL NOTES THAT ARE PLACED ON EVERY PIPING PLAN L 1. CONTRACTOR SHALL :NSTALL REFRIGERATION PIPING CLEAN AND PARALLEL TO BUILDING LINES WITH PERFECT ELBOWS WHEN CHANGING DIRECTIONS. DEVELOP SHOP DRAWINGS AND 2 COORDINATE WITH OTHER TRADES FOR AN ORGANIZED ROUTING OF PIPES. MANUFACTURER TRAINED AND EXPERIENCED VRF PIPING STALLERS SHALL ONLY BE ALLOWED. 2 KEYNOTES - M2.1C 1 RSIRL UP. 2 CONTRACTOR TO PROVIDE BOTH RSIRL PIPING. SINGLE LINE SHOWN FOR DRAWING CLARITY AND ROUTING PREFERENCE� SEE MANUFACTURE RECOMMENDATIONS FOR LINE SIZING. 3 1-1/4'C1ON. CONNECT TO VENT LINE WITH AIR GAP FITTING. REFER TO DETAIL 33IM5.1. 4 PROVIDE CLEAR LOCKBOX COVER FOR SENSORS TO NOT BE ACCESSIBLE TO THE PUBLIC. 5 CONCEAL ALL PIPING IN WALL. Of w I-_ z LLJ REVIEWED FOR 0 CODE COMPLIANCE APPROVED w I C.) JUL 0 5 2019 F-- City of Tukwila 00 BUILDING DIVISION >g .0 < LL 0 F- t2 g CONFORMED SET KEYPLAN Issue Date - 05.10.2019 Revisions I 11,11-11-ADIII C B 73-17158-00 HVAC PIPING PLAN, FIRST A LEVEL - AREA C CANOPY L- - - - —F M2.1 C LEGEND NOTES S2 HVAC PIPING GENERAL NOTES Od ADD GENERAL NOTES THAT ARE PLACED ON EVERY PIPING PLAN i CONTRACTOR SHALL INSTALL REFRIGERATION PIPING CLEAN AND PARALLEL TO BUILDING LINES WITH PERFECT ELBOWS WHEN CHANGING DIRECTIONS. DEVELOP SHOP DRAWINGS AND COORDINATE WITH OTHER TRADES FOR AN ORGANIZED EXPERIENCED VRF PIPING STALLERS SHALL ONLY BE ALLOWED. ROUTING OF PIPES. MANUFACTURER TRAINED AND 4665 KEYNOTES - M2.2A TONAL 1 RSIRL UP. 2 RS/RL UP & ON. MATCHLINE -AREA B 3 CONTRACTOR TO PROVIDE BOTH RS/RL PIPING. SINGLE LINE — — — — — — — — — — — — SHOWN FOR DRAWING CLARITY AND ROUTING PREFERENCE. SEE MANUFACTURE RECOMMENDATIONS FOR LINE SIZING. 4 1-1/4' CD ON. CONNECT TO VENT LINE WITH AIR GAP FITTING. REFER TO DETAIL 33/M5.1. MATCHLINE - AREA A 5 ROUTE PIPING TO AVOID SKYLIGHTS. 77 VAV-A207 6 1-114"CD ON. 3 VAV-A232 VRF-A237 VAVA235 11/4' CD VRF-A207 VAV-A237 1114" CD— -E-1- E]—KRF-A203 (D VRF-A235 TS, M 1, VAVA203 —1 114"CD VRF VRF-A232 VAV-A211 Vp"-A205 VAV-A2M 7@ i `LI —7- VR (D P. 1/4' CD— VAV-MBjt 1 1/4"CD AC-A224 VRF-A221 3 VF F-A2 �4 0 --------------------- 3 VR 4 7 VRF-A215 n VRF� —1 1/4r* C:�� I Ll 114, CD 11/4CD C-k2O9 U 11/4' CD d 2 AC -AM cli z w VAV-A220 0 VAV-A223 VRF-A2Q8 REVIEWED FOR VAVA213 CODE COMPLIANCE LLj APPROVED C) JUL 0 5 2019 U) VAV-A217 J :D < Lb _j VAV-A2!5 city < to of TukvAla VAV-A221 BUILDING DIVISION E LL 0 F- CONFORMED SET — -- — -- KEY PLAN Issue Date - 05.%2019 Revisions 4 03.13.19-ADD4 C B 73-17158-00 HVAC PIPING PLAN, SECOND HVAC PIPING PLAN, SECOND LEVEL AREA A CANOPY LEVEL - AREA A SCALE: 1/8" = l'-O" PLAN NORTH M19-0097 M2.2A RSfRL UP J VRF-A204 VRF-A206 0�q m -- -- -- - MATCHLINE -AREA A 7qHVAC_PIPING PLAN, SECOND LEVEL — AREA B SCALE: 1/8" = 1'-O" PLAN NORTH RT M 19-0097 LEGEND NOTES Q, � o HVAC PIPING GENERAL NOTES ADD GENERAL NOTES THAT ARE PLACED ON EVERY PIPING PLAN O J ° B 1. CONTRACTOR SHALL INSTALL REFRIGERATION PIPING CLEAN AND PARALLEL TO BUILDING LINES WITH PERFECT ELBOWS WHEN CHANGING DIRECTIONS. DEVELOP SHOP DRAWINGS AND m w` ' COORDINATE WITH OTHER TRADES FOR AN ORGANIZED ROUTING OF PIPES. MANUFACTURER TRAINED AND EXPERIENCED VRF PIPING STALLERS SHALL ONLY BE ALLOWED. 3 Q a QY cq 6 KEYNOTES - M2.2B 1 CONTRACTOR TO PROVIDE BOTH RS/RL PIPING. SINGLE LINE SHOWN FOR DRAWING CLARITY AND ROUTING PREFERENCE. SEE MANUFACTURE RECOMMENDATIONS FOR LINE SIZING. O85%5 �CIS1 ERk ENG AL 5 (a / 11 LL w Z w U rREVIEW7ED FOR w CPLIANCE U PPVED F- JUL 0 5 2019 1 j 9 � J City of Tukwila o BUILDING DIVISION ? E LL mrn LL O x� t2 CONFORMED SET KEYPLAN Issue Date - 05.10.2019 Revisions c i B 73-17158-00 HVAC PIPING - - - PLAN, SECOND A LEVEL - AREA B CANOPY i M2.2B KEEP ALL VOLUME DAMPERS OUTSIDE OF INTERVIEW SPACES. 12'wX IT G4 VRFso cFM 4w. D-2 VAV-A127 30 CFM 8'9 D-2 -P OA I-00-1FM ITX IT G-4 35 CFM U�--# 9a D-2 8*0 D-2 225 CFM 150 CFM 6,000— 4'o D-2 ITX 12" G-2 3FC—FM 105 CFM -4 8.01 2 1 I I I C., OA 150 CFM 8'o Rk r8'o SA 8'o D-2 1TX12NG-4 I2'XI2iH[j)--# IOOCFM Nil 15D CFM 30 CFM 6'0 fD-3 50 CFM L 6'X 6" R-3 30 CFM TX 6' R-3 �E 30 CFM 4'e OA 24'X 24' G4 I2:X IT G-2 "M II PROVIDE SECURITY BARS IN DUCTWORK 17,12 PER DETAIL 13IM5.1. iO'o OA Vo OA Cl I CUH-4 6'o EA 879 EA 50CFM tR 45GFMINI30CFMI I 4— 6'o RA i i 10'XI0'C,6 107 10' G§ 6"o EA 90 CFM 20 CFM lWo RAv PROVIDE SECRUITY KEEP ALL VOLUME DAMPERS BARS IN DUCTWORK OUTSIDE OF HOLDING SPACES. KEEPALL VOLUME DAMPERS PROVIDE ELBOW IN RETURN PER DETAIL 13/M5.1. OUTSIDE OF HOLDING PROVIDE SECURITY DUCTWORK CONNECTION TO GRILLE PROVIDE SECURITY BARS IN DUCTWORK TO MITIGATE NOISE TRANSFER IN BARS IN DUCTWORK SPACES. TYPICAL. PER DETAIL 13/M5.1. RETURN DUCTWORK. TYPICAL ALL PER DETAIL 13fM5.1. (4) NON -CONTACT VISITING AREAS. BOOKING HOLDING SCALE: 1/4" - T-0"M3.1 SCALE: 114" = V-13" M 19-0097 4865 RIVAL ry LL LL] I- z LLI C) LLI C) REVIEWED FOR CODE COMPLIANCE F-- U) APPROVED Z) < m -j 10 JUL 0 5 2019 0 < y E� City of Tukwila LL BUILDING DIVISION Y 0 73 -17158-00 MECHANICAL ENGLARGED PLANS & SECTIONS M3.1 AD - PRIMARY AIR DAMPER POSITION BI -ZOl� OCCUPANCY (WHERE INDICATED) Al - A11110W T 02 AI -ZONE CO2 PPM (WHERE INDICATE VAV TERMINAL UNIT SEQUENCE OF OPERATIONS' . ZONE SHALL BE IN OCCUPIED MODE WHEN: • A USER DEFINABLE SCHEDULE DETERMINES THE SYSTEM IS IN THE OCCUPIED MODE. OR ANY ZONE IS OCCUPIED AS DETERMINED BY OCCUPANCY SENSOR(S). SENSORS PROVIDED AS PART OF DIV. 26. INTERFACE BETWEEN SENSOR AND CONTROLLER BY DIV. 23. ROOM WITHOUT CO2 SENSORS - OCCUPIED MODE VAV BOX SHALL PROVIDE MAXIMUM CFNI AS SCHEDULED IN VAV BOX SCHEDULE. MINIMUM VENTILATION ON CA DIOXIDE���Q OCCUPIED MODE: W 99�_ RE INDICATED, WHERE CO2 SENSORS DICATED, THE MEASURE SURE THE ZONE CO2 LEVELS AND MODULATE THE ZONE DAMPER TOWARDS THE MAXIMUM CFM ON RISING CO2 CONCENTRATIONS, OVERRIDING NORMAL DAMPER OPERATION TO MAINTAIN A CO2 SETPOINT OF NOT MORE THAN 750 PPM (ADJ.). ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH ZONE CARBON DIOXIDE CONCENTRATION: IF THE ZONE CO2 CONCENTRATION IS GREATER THAN Iwo PPM (ADM.). VAV BOX CONTROL SEQUENCE-DOAS til) NO SCALE EXHAUST AIR DAMPER, BO STATUS,81 STATUS,BI 7CT FAN START/STOP, BO DUCT HEATER SEE PLANS FOR LOCATION EXHAUST AIR TEMP, A SUPPLY ti SUPPLY FAN SUPPLY AIR TEMP, A[ J HGT FAN STARTISTOP, BO HEATING ENABLEIDISABLE : SO MS STATUS,81 HEATING AD SCR CONTROL COIL MODULATION, AD wr SA dist— d� brigmt dmt rAL1- &pply Air Stafic Prmsure REVIEWED FOR CODE COMPLIANCE APPROVED J JUL 0 5 2019 City of Tukwila BUILDING DIVISION, • RETURN AIR DAMPERS SHALL CONFORM TO SECTION 402.4.6.2 COMMISSIONING C l; :J: . `::� :: ... CONTRACTOR SHALL REFER TO COMMISSIONING TREND REQUIREMENTS IN DIV. 23 SPECIFICATION. DX DOAS UNIT W/ GAS HEAT, HEAT RECOVERY, M 19-0097 HEAT RECOVERY VENTILATOR CONTROLS (HRV-A1-1, POWERED EXHAUST & CO2 CONTROL. (DOAS-Al, -A2, -131, HRV-A1-2, HRV-A1-3 3� —C 1 NO SCALE M4.I NO SCALE 2-POSITION MOTORIZED DAMPER 2-POSITION MOTORIZED DAMPER 2-POSITION MOTORIZED DAMPER BO-DAMPER SO -DAMPER M _ NMI BO-DAMPER. M _ BO-INTAKE AIR DAMPER EXHAUSTFAN EXHAUSTFAN EXHAUSTFAN EA W <EA EA EA EA �(; ` J EA k, 81= STATUS WALL SWITCH WITH PILOT LIGHT, BI �-STAT—US INTAKEIRELIEF AIR DAMPER WHERE INDICATED CT —:I -STATUS MOUNTED AT KITCHEN HOOD MS � � S SPACE TEMPERATURE, Al MS (STOP EXHAUST FAN - SCHEDULED 12 EXHAUST FAN - SWITCHED A74.2/ NO SCALE µq-2 NO SCALE E SUPPLY FAN SPACE SUPPLY AIR � ENTERING AIR T TEMPERATURE, Al C CT BI-STATUS MS BO-START/STOP RUN CONDITIONS - CONTINUOUS: THE UNIT SHALL RUN TO MAINTAIN A HEATING SETPOINT OF 45-F (ADJ.). ALARMS SHALL BE PROVIDED AS FOLLOWS: • LOW ZONE TEMP: IF THE ZONE TEMPERATURE IS LESS THAN THE HEATING SETPOINT BY A USER DEFINABLE AMOUNT (ADJ.). ZONE SETPOINT ADJUST: THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE HEATING AND COOLING SETPOINTS AT THE ZONE SENSOR. FAN. THE FAN SHALL RUN ANYTIME THE ZONE TEMPERATURE DROPS BELOW HEATING SETPOINT, UNLESS SHUTDOWN ON SAFETIES. HEATING COIL: THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND ENERGIZE THE HEATING COIL TO MAINTAIN ITS HEATING SETPOIN THE HEATING SHALL BE ENABLED WHENEVER: • OUTSIDE AIR TEMPERATURE IS LESS THAN 65-F (ADJ.). • AND THE ZONE TEMPERATURE IS BELOW HEATING SETPOINT. • AND THE FAN IS ON. z1 ELECTRIC UNIT HEATER M4.2 NO SCALE BI - WHA STATUS BI - WH-2 STATUS GWH-1 .2 BO-WH-1 STARTISTOP BO-WH-2 STARTISTOP A AI-120'F HW AI-120`FHW SUPPLY SUPPLY 120° F 12V F HW HW Al -120' F HWC CP-1 —1 HWC BI - HOT WATER OP-1 STATUS MS BO-HOT WATER CP-I STARTISTOP DOMESTIC HOT WATER NO SCALE D \ SPACE TEMPERATURE (AI) SUPPLY AIR ((-t-,d J 7-DAY PROGRAMMABLE THERMOSTAT BY CU MFGR X / RS L RE — PROVIDE FOR EACH SPLIT SYSTEM, TYP BACNET INTERFACE CONTROLLER SPACE TEMPERATURE (AI) HEATINC4COOLING MODE (BI) SPLIT SYSTEM UNITS OWOFF (BO) SHALL BE CONTROLLED BY MITSUBISHI Mt -NET RUN CONDITIONS -AUTOMATIC OPERATION: NETWORK. SEE THE UNIT SHALL RUN CONTINUOUSLY TO MAINTAIN THE FOLLOWING SETPOINTS: SPECIFICATION • 75•F (ADJ.) COOLING SETPOINT SECTION 230923-1.3.E. • 55-F (ADJ.) HEATING SETPOINT (FOR HEAT PUMP UNITS) FAN: THE FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN ON SAFETIES. HEATING AND COOLING -1 COMPRESSOR STAGE: THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND CYCLE THE COMPRESSOR TO MAINTAIN ITS SETPOINT. PROVIDE ANTI -SHORT CYCLE CONTROL ON MODE CHANGE, THE COMPRESSOR SHALL BE DISABLED AND REMAIN OFF UNTIL AFTER THE REVERSING VALVE HAS CHANGED POSITION. SEQUENCE OF OPERATION: EXHAUST FAN - THERMOSTATICALLY CONTROLLED RUN CONDITIONS -CONTINUOUS: THE UNIT SHALL BE CONTINUOUSLY ENABLED TO MAINTAIN A ZONE TEMPERATURE COOLING SETPOINT OF 80-F (ADJ.). ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH ZONE TEMP: IF THE ZONE TEMPERATURE IS GREATER THAN THE COOLING SETP04NT BY 10 MINUTES (ADJ.). FAN: THE FAN SHALL RUN ANYTIME THE ZONE TEMPERATURE RISES ABOVE COOLING SETPOINT AND EXHAUST DAMPER AND INTAKEIRELIEF DANDER, WHERE INDICATED, IS PROVED OPEN, UNLESS SHUTDOWN ON SAFETIES. EXHAUST AIR DAMPER: THE EXHAUSTAIR DAMPER WILL OPEN ANYTIME THE FAN RUN STATUS IS CONFIRMED AND WILL CLOSE ANYTIME THE FAN STOPS. THE EXHAUST AIR DAMPER WILL CLOSE 30 SECONDS (ADJ.) AFTER THE FAN STOPS. FAILURE OF CONFIRMATION OF DAMPER STATUS BEING OPEN WILL PREVENT THE OPERATION OF THE EXHAUST FAN. EXHAUST DAMPER WILL CLOSE IF THE EXHAUST FAN STATUS IS NOT CONFIRMED AFTER A USER DEFINED LIMIT OF 20 SECONDS (ADJ) ALARMS SHALL BE PROVIDED AS FOLLOWS: • DAMPER FAILURE: COMMANDED OPEN, BUT THE STATUS IS CLOSED. INTAKEIRELIEF AIR DAMPER: THE INTAKEIREUEF AIR DAMPER SHALL OPEN ANYTIME THE FAN RUNS AND SHALL CLOSE ANYTIME THE FAN STOPS. THE INTAKEARELIEF AIR DAMPER SHALL CLOSE 30 SEC (ADJ.) AFTER THE FAN STOPS. FAN STATUS: THE CONTROLLER SHALL MONITOR THE FAN STATUS. ALARMS SHALL BE PROVIDED AS FOLLOWS: • FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. • FAN RUNTIME EXCEEDED: FAN STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT (ADJ.). NOTE: 1. REFERENCE FAN SCHEDULE FOR FANS CONTROLLED THUS. 2. THERMOSTATICALLY CONTROLLED SUPPLY FANS CONTROLLED SIMILARLY. _13_ EXHAUST FAN - THERMOSTATIC M42 NO SCALE SPACE TEMPERATURE, AI (SEE PLANS FOR LOCATIONS) 4 ELECTRIC DUCT HEATER (AO) 2-POSITION MOTORIZED DAMPER, TYP. M BO-DAMPER i -� 4.0-DA PER I I I EXHAUSTFAN I I 1 EA ® EA RA RA I I I I I I I I I I C BI-STATUS I 1 I 1 MS BO-STARTISTOP COURTS C135 ASSEMBLY C134 1 I I M BO-DAMPER I i M BO-DAMPER I I I EXHAUSTFAN I I I I I EA ® j EA RA i RA I I I I I 1 I I I I CT -- - BI STATUS I I PUSH BUTTON SWITCH, 81 MS BO-STARTISTOP TIVER MOUNTED BI MbUNT VRF-C134 VRF-C135 EDON WALL AT RECEPTION C111 S SEOUENCE OF OPERATION -COURTS PURGE: SYSTEM ENABLE: FAN STATUS: UPON TIMER DIAL BEING MANUAL TURNED INTO AN ON POSITION THE CONTROLLER SHALL MONITOR THE FAN STATUS. • MOTORIZED DAMPERS SHALL BE OPENED FOR EF-C134A AND EF-CI348 ALARMS SHALL BE PROVIDED AS FOLLOWS: • MOTORIZED DAMPERS SHALL BE CLOSED FOR DOAS RETURN AIR GRILLES SERVING COURTS C154 FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. AND ASSEMBLY FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. VRF-C734 AND VRFS735 SHALL BE COMMANDED OFF. • SHOWN FLOORR PLAN. AN. FAN RUNTIME EXCEEDED: FAN STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT (ADJ.). • • AFTER ALL FOUR MOTORIZED DAMPERS ARE PROVEN OPEN FOR 10 SEC (ADJ.), ENABLE EXHAUST FANS ON. SYSTEM DISABLE: AFTER PUSH BUTTON HAS RUN DOWN TO OFF POSITION FOR 10 MINUTE (AW.), • DISABLE EXHAUST FANS • CLOSE EXHAUST FAN MOTORIZED DAMPERS • OPEN DOAS RETURN GRILLE MOTORIZED DAMPERS • ENABLE VRFL134 AND VRF-C135 BACK TO NORMAL OPERATIONAL SCHEDULE 14 COURT ROOM PURGE SEQUENCE M42 NO SCALE C E SPACE TEMPERATURE, Al T 22 SPLIT SYSTEM & HEAT PUMP 23 ELECTRIC DUCT HEATER 2a DRAFT BARRIER HEATER M4.2 NO SCALE M14.2 NO SCALE M42 NO SCALE BACNETINTERFACE CONTROLLER CU BI-COMPRESSOR STATUS -` / '- 1 _ RS BE Al -BUILDLING WATER FLOW RATE 8 , COOLER =Al-G.ASFLOWRAT.E T AI -20NE TEMPERATURE REVIEWED FOR CODE COMPLIANCE APPROVED GAS METER: SEQUENCE OF OPERATION: WATER METERJUL O5 : j THE CONTROLLER SHALL MONITOR THE GAS METER FOR GAS CONSUMPTION DNA CONTINUAL BASIS. THESE VALUES THE CONTROLLER SHALL MONITOR THE WATER METER FOR WATER CONSUMPTION FOR EACH METER ON A €{ SHALL BE MADE AVAILABLE TO THE SYSTEM AT ALL TIMES. COOLER TEMPERATURE AND COMPRESSOR STATUS SHALL BE MONITORED BY BUILDING CONTINUAL BASIS. VALUES FOR EACH METER SHALL BE MADE AVAILABLE TO THE SYSTEM AT ALL TIMES. MANAGEMENT SYSTEM. S ALARM SHALL BE GENERATED AS FOLLOWS: ALARM SHALL BE INDICATED IN BMS: PEAK DEMAND HISTORY: City Of Tukwila I • METER FAILURE: SENSOR READING INDICATES A LOSS OF PULSE OUTPUT FROM THE GAS METER IF COOLER TEMPERATURE- 40'F(ADJ) THE CONTROLLER SHALL MONITOR AND RECORD THE PEAK GALLONS (HIGH AND LOW) DEMAND READINGS FROM BUILDING DIVISION] EACH WATER METER. PEAK READINGS SHALL BE RECORDED ON A DAILY GALLONS, MONTH-TO4MTE GALLONS, PEAK DEMAND HISTORY: AND YEAR-TO-DATE GALLONS BASIS. THE CONTROLLER SHALL MONITOR AND RECORD THE PEAK (HIGH AND LOW) DEMAND READINGS FROM THE GAS METER. PEAK READINGS SHALL BE RECORDED ON A DAILY, MONTH -TO -DATE, AND YEAR-TO-DATE BASIS. USAGE HISTORY: THE CONTROLLER SHALL MONITOR AND RECORD WATER METER READINGS BOAS TO PROVIDE A WATER - USAGE HISTORY: CONSUMPTION HISTORY IN GALLONS FOR EACH METER. USAGE READINGS SHALL BE RECORDED ON A DAILY t^ , y • A.,: �,\ THE CONTROLLER SHALL MONITOR AND RECORD GAS METER READINGS BOAS TO PROVIDE A GAS CONSUMPTION GALLONS, MONTH -TO -DATE GALLONS, AND YEAR-TO4)ATE GALLONS BASIS. ' HISTORY. USAGE READINGS SHALL BE RECORDED ON A DAILY, MONTH -TO DATE, AND YEAR-TO-DATE BASIS. LOCATIONS: - - MECHROOM INTERIOR -BUILDING n'\v,'� 1 9-0097 ��� GAS CONSUMPTION MONITORING CONSUMPTION MONITORING r3� COOLER MONITORING MONITORING WATER CONSUMPTION MONITORING \ M4.2 NO SCALE M4.2 NO SCALE M4.2 NO SCALE SCALE M4.2 NO SCALE M4.2 NO SCALE Of W Z W U W U H gm 0 Q c J ? � =m m LL O 5 ~� _ o CONFORMED SET Issue Date - 05.10.2019 Revisions 4 03,13.19 - ADD 4 73-17158-00 MECHANICAL CONTROLS M4.2 `- -' A131 A13] .A13/ .Ain .AM Alm- AIM .A117 .A111 .A112_J A115 A117 .AIM .A118 .A105 .A106 .A100 .A103 .A100 B118 .B118 .Bi1] .B112 .Bt01 .9110 .8106 8107A .H11/ 8103 .8102 .810]B .8111 . rue tinB VRF PIPING - SYSTEMS Al & B1 FOR REFERENCE ONLY M4.3 NO SCALE CENTRAL CONTROLLER (MNET BY MITSUBISHI OR EQUIVALENT) ON SITE BY VR SUPPLIER 1---------------------------------------, I OUTDOOR BRANCH I UNIT CONTRDLLER BY VR CONTRACTOR I INDOOR UNIT INDOOR UNIT INDOOR UNIT I ETHERNET HUB I S S S OUTDOOR UNIT SPACE SENSOR, I (WHERE TYP. EMS BY CONTROL PPLICAI FDR'TWINNB ED• LE - - - - - - - - - - - - - - - - - - - - ---------I CONTRACTOR UNITS) I SUB -BRANCH I I CONTROLLER (WHERE APPLICABLE) I I DATA I INDOOR UNIT INDOOR UNIT INDOOR UNIT I COMMUNICATION BY I I I CONTROL I CONTRACTOR L- - - - - ---------------------� I OWNER WORK OWNER TRENDING ORDER MGMT DATA TO SYSTEM (LUCITY) VISUALIZATION I I TOOL DATABASE I-------- -- - - - - - - - - - - - - - - - - -------- (TYPICAL DOAS-Al, DOAS-A2, DOAS-B1, DOAS-C-1) VRF SYSTEMS SEQUENCE: MULTIPLE EVAPORATOR, DIRECT EXPANSION (DX), AIR-COOLED _ HEAT PUMP, VARIABLE CAPACITY, HEAT RECOVERY SPLIT SYSTEMS (VRF- `8 ASSOMTED CITY VULTI °i[i i im,a� .ua _� (- CONDENSING UNITS CLV-7 4 PGi SYSTEM SCHEMATIC DWG .<. • +. „I RUN CONDITIONS: THE UNIT SHALL RUN CONTINUOUSLY TO MAINTAIN THE FOLLOWING SETPOINTS: �=m :016 . I,F CIFCt 46:�%h: - gFA2 • 75°F (ADL. COOLING SETPOINT P192YBLMUA pu`r - uAUA PUR1'- PURY- • 70°F (ADJ.) HEATING SETPOINT FAN: THE FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN ON SAFETIES. W.W DCONTROLS Nff4Ky-.> n: •m fin. n� cm 7 051 052 w 066 067 • HEATING AND COOLING-1 COMPRESSOR STAGING: TI--fir THE COMPRESSOR SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN ON vIv +I n SAFETIES. w v CTl (Tj THE SYSTEM SHALL HAVE AN ONSRE CENTRAL VRF CONTROLLER BY THE VR MANUFACTURER PROVIDED B iv w i4s, lv - ___ � i n ___ v � � � ire vrvc AND INSTALLED BY THE MECHANICAL CONTRACTOR WITH THE VR SYSTEMS. eu v i I aeatwvAuul T^ \\\\��^�c��.�to4.,4;e1 _____________________________________________ _____ _______________________I CICICI BMS SHALL INTERFACE THE VARIABLE REFRIGERANT SYSTEM INTERFACHADAPTER TO ALLOW OFF SITE FOR REFERENCE ONLY CONTROL BY THE BMS. C108 .C112 .,C116 .,C116 .&118 ..C121 .G1. C121 I .C133 ..C131 ..C135 . C10B C111 C136 C101 A2M .A]]3 .A20] .A211 .A221 .A217 .A213 .A229 .A= .A235 .AM7 .A= .A215 .A214 .A203 .A204 .A208 .A2. nµ Mtltr r�1NPX5 -. -- ame 2 VRF PIPING - SYSTEMS C1 & A2 FOR REFERENCE ONLY 3 VARIABLE REFRIGERANT FLOW (VRF) SYSTEM CONTROLS M4.3 NO SCALE M4.3 NO SCALE AI- CURRENT SENSOR PHASEW ELECTRICAL AI- CURRENT SENSOR PHASEW PANEL At - CURRENT SENSOR PHASE'C' POWER MONITORING: HARDWARE POINTS SOFTWARE POINTS THE CONTROLLER SHALL MONITOR THE INDICATED ELECTRICAL PANELS VIA POWER MONITORING SENSORS FOR ELECTRIC CONSUMPTION ON A CONTINUAL BASIS. THESE VALUES SHALL BE MADE AVAILABLE TO THE SYSTEM POINT NAME AI AO BI SO AV BV SCHED TREND ALARM SHOW ON GRAPHIC AT ALL TIMES. PHASE W POWER X ALARM SHALL BE GENERATED AS FOLLOWS: PHASE 'Er POWER X SENSOR FAILURE: SENSOR READING INDICATES A LOSS OF OUTPUT FROM THE SENSOR. PHASE'C' POWER X PEAK DEMAND HISTORY: kW DEMAND X X THE CONTROLLER SHALL MONITOR AND RECORD THE PEAK (HIGH AND LOW) DEMAND READINGS FROM EACH kW TODAY X X PANEL PEAK READINGS SHALL BE RECORDED ON A DAILY, MONTH -TO -DATE, AND YEAR-TO-DATE BASIS. kW PEAK MONTH -TO -DATE X X USAGE HISTORY: kW PEAK YEAR-TODATE X X THE CONTROLLER SHALL MONITOR AND RECORD ELECTRIC PANEL READINGS SO AS TO PROVIDE A POWER kWh TODAY X X CONSUMPTION HISTORY. USAGE READINGS SHALL BE RECORDED ON A DAILY, MONTH -TO -DATE, AND YEAR-TODATE BASIS. MWh MONTH-TO4DATE X X MWh YEAR-TO-DATE X X SENSOR FAILURE X NOTE: MONITOR THE FOLLOWING POWER PANELS: PANEL LOCATION LPC1 ELECRMC129 HMC1 ELEC RM C129 HLCI ELEC RM C129 EHC1 ELEC RM C128 RLPA2 ELEC RM A209 RHMA2 ELEC RM A209 RLPCI ELEGRMC129 4 POWER MONITORING SEQUENCE M4.3 NO SCALE VRF SYSTEM NOTES 1. SCHEMATICS,DIAGRAMS, AND INFORMATION PROVIDED IS FOR BASIS OF DESIGN SYSTEM ONLY. 2. DIAGRAMS INDICATE GENERAL ARRANGEMENTS OF EQUIPMENT AND ACCESSORIES AND MAY NOT INDICATE ALL REQUIRED COMPONENTS OR PIPE SIZES. CONSULT WITH THE MANUFACTURER FOR ACTUAL LENGTHS, SIZES, 8 QUANTITIES OF PIPING AND SPECIALTIES BASED ON UNIT LOCATIONS SHOWN ON PLANS. 3. SEE SPECIFICATIONS FOR ADDITIONAL SYSTEM INFORMATION. 4. PROVIDE LEVELING PADS FOR OUTDOOR UNITS AS REWIRED FOR UNITS TO SIT LEVEL 5. MECHANICAL CONTRACTOR TO COORDINATE WITH INSULATING CONTRACTOR FOR LENGTHS AND OTY OF PIPE MAINS PRIOR TO BID. SEE INSULATION SPEC SECTIONS. 6. COORDINATE WITH ARCHITECTURAL PLANS FOR NEW WALL LAYOUTS, CEILING TYPESMEIGHTS, ETC, 7. SEE PLANS FOR CONDENSATE ROUTING FROM UNITS. 8. SEE PLANS FOR BRANCH SELECTOR LOCATIONS, ROOF UNIT LOCATIONS, PIPE PORTAL (THRU ROOF PENETRATIONS), ETC, 9. PROWDE VIBRATION ISOLATOR HANGERS. COORDINATE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 10. COORDINATE WITH MANUFACTURERS RECOMMENDED REFRIGERANT LINE MAX DISTANCES BETWEEN ROOF UNIT, BRANCH SELECTORS, AND INDOOR UNITS. Of w z LLJ U I..Ij U H U) ; 00 � c o Q c g LIL Y °3 0 3 F- U CONFORMED SET REVIEWED FOR Issue Date - 05.10.2019 CODE COMPLIANCE Revisions 4 03.13.19-ADD 4 APPROVED JUL 0 5 2019 City of Tukwila BUILDING DIVISION M 19_009 7 C. -` `% L 73-17158-00 MECHANICAL CONTROLS M4.3 MIN.'A', OR 18'WHICH LOOSE ROCKWOOL EVER IS LARGEST. RETURN GRILLE DUCT OR GLASS FIBER PER PLANS WALL 'A" DUCT SIZE SEE FLOOR PLAN 3/4'DIA. SACKER ROD SHEET METAL DUCTWORK WITH 1* FIBERGLASS DUCT LINER, SLEEVE AS REQUIRED PROVIDE OPENING SAME SIZE AS TRANSFER DUCT THIS DETAIL APPLIES TOALL DUCTS PENETRATING ............... WALLS, FLOOR OR CEILING OF ANY SPACE. TRANSFER AIR DUCT DETAIL WALL DUCT PENETRATION DETAIL �51 NO SCALE M5.1 NO SCALE PIPE CLAMP GAS PIPING. VERIFY PIPE ALL THREAD HANGER ROD. WITH GAS DIAGRAM SUPPORT INDEPENDENTLY SA DUCT FROM DUCTWORK. TRANSITION PIPE STAND. MIRO INDUSTRIES PRIMARY AIR FLEXIBLE 'LT K :�DFLE� CONNECTION MODEL #2 * 5 CONDUIT SUPPORT-5 DUCT, AS CONTROL BOX EQUAL. INSTALL PER INDICATED MANUFACTURES INSTRUCTION 'VARIABLE AIR _ �� NOTE: VOLUME Box 1. PROVIDE MINIMUM OF 36 IN. CLEARANCE IN FRONT OF ALL ELECTRICAL CONTROLLERS/PANELS. 2. PROVIDE BOTTOM ACCESS PANEL TO TERMINAL UNIT. 3. PROVIDE MMMJM 30' STRAIGHT DUCT BEFORE AND AFTER VAV TERMINAL UNIT. NOTE: INSTALL PIPING SUPPORT 1 0'-V D.C. PER UPC TABLE 12-2. GAS PIPE SUPPORT DETAIL VAV TERMINAL UNIT DETAIL "I �51 NO SCALE "I �51 NO SCALE M.O. FOR DUCT PENETRATION EQ 8'0.C. MAX EQ PLYx3/lB'(TYP) 8x V PI-70/16' o CROSSBARS 0 PLX)W(7YP) ROUND BARS ALL DUCTS OVER 50 SO. IN CROSS SECTIONAL AREA WHICH PENETRATE SECURE WALLS (HOLDING AREAS) SHALL HAVE SECURITY BARS. SECURITY BARS DETAIL NO SCALE MECH. UNIT, RE: MECHANICAL 3' 2 LAYERS 15 Lb FELT ON 1/4'PLYWOOD DECK 24 GA. GALV. METAL FLASHING 16 GA. GALV. METAL TOP. 118'x112'ALUML BAR W/ SCREW @ 8- D.C. OVER TOP OF 2 MEMBRANE FLASHING. TORCH APPLIED MEMBANE FLASHING ON 2 LAYERS 15 Lb FELT MATCH 8 EXISTING ROOF MEMBRANE PRODUCT. NEW 4"FIBER CANT ROOF DECK & MEMBRANE SECURE FRAME TO DECK W1 ANGLE AND 4J18'0 EXPANSION BOLTS NOTE: REFER MECHANICAL FOR UNIT SIZE & LOCATION. 23 CONDENSING UNIT PAD DETAIL (TYP.) \\M5�A NO SCALE COUNTER FLASHING WELDED TO CHANNEL -BY CURB MFGR VIBRATION ISOLATOR ASSEMBLY 7 DEFLECTION BY CURB MFGR. 24 GA GALV PREFINISHED STL COUNTERFLASHING PRESSURE -TREATED (PT) WOOD NAILER- BY CURB WGR MEMBRANE ROOF FLASHING, BRING UP OVER WOOD NAILER - BY GC ROOF ASSEMBLY - SEE ARCH I FILL WITH INSULATION ------------ --- �W DOAS MOUNTING DETAIL NO SCALE WELDED COUNTERFLASHING VIBRATION ISOLATOR STL COUNTERFLASHING FLASHING MEMBRANE INSULATED CURB PT WOOD NAILER DUCT FLEXIBLE CONNECTOR PRE-FABR GATED INSULATED CURB, VIBRATION ISOLATOR, WOOD NAILER ASSEMBLY BY CURB MANUFACTURER INSULATED CURB SLOPED TO MATCH ROOF PITCH. DOUBLE SLOPE IF RTU IS ABOVE A RIDGE - BY CURB MANUFACTURER INSULATE DUCTWORK PER SPECIFICATIONS SECTION 230700 AIR BARRIER TO CURB BOTH FACES - BY GC ROOF INSULATION INSIDE OF UNIT CURB -BY GC ELBOWS OUT OF RTU MST BE RADIUS ELBOWS. WHERE SPACE DOES NOT ALLOW RADIUS ELBOWS, TURNING VANES MUST BE INSTALLED. NON -COMPLIANT INSTALLATIONS WILL BE FLAGGED FOR REMOVAL AND INSTALLATION PER THIS REQUIREMENT. OPENINGS IN ROOF - MECHANICAL TO COORDINATE WITH STRUCTURAL CONTRACTOR SEAL ALL OPENINGS IN ROOF AIR TIGHT. �NqL ENG GAS VENT THRU ROOF. SIZE PER WR RECOMMENDATIONS (WHERE CA SALL VALVE (TYPICAL) FROM GAS GA APPLICABLE FOR INDOOR EQPT) MAIN MINE AIR FILTER PRESSURE REGULATOR ISOLATION VALVE QUIK COUPLER UNION TO EQUIPMENT GAS --,/ DIRT LEG II 6" LTJ (PROVIDE A 120V ELECTRIC OPEERATED SOLENOID REGULATOR VALVE. COORDINATE WITH ELECTRICAL DRAWINGS FOR INTERLOCKING REQUIRMENTS FOR SPRAY BOOTH. 24 COMPRESSED AIR OUTLET DETAIL r2i'GAS CONNECTION DETAIL �51 NO SCALE 11 �51 NO SCALE BELT DRIVE UPBLAST NOTES: EXHAUST FAN(DIRECT DRIVE SIMILAR) SEISMIC'AIRCRAFT CABLE' CURB& ROOF OPENING EXACT BRACING ANCHOR TO DIMENSIONS SHALL BE DETERMINED BE- DRIVE EXHAUST FAN STRUCTURE By FAN MFR. COORDINATE WITH ITES'. (DIRECT DRIVE SIMILAR) STRUCTURAL REQUIREMENTS. CUM & ROOF OPENING EXACT DIMENSIONS SHALL BE DETERMINED BY FAN MFR. BIRD SCREEN MOUNT TOP OF CURB LEVEL. I-1rr SUPPORT CHANNEL COORDINATE WITH STRUCTURAL REQUIREMENTS. VIBRATION ISOLATORS VERIFY ROOF SLOPE & FABRICATE 10 GA SLEEVE (BY GEN) MOUNT T OF CURB LEVEL. VERIFY ROOF SEE SPECIFICATIONS CURD ACCORDINGLY. SLOPE & TOP CURB ACCORDINGLY- I L (BY MC) FLEX CONN. BELT DRIVE FAN SHOWN. DIRECT 10 GA 1'x I'ANGUE EXHAUST FAN DRIVE FAN SIMILAR. I FRAME, FIELD WELDED 114* x 2' NEOPRENE GASKET BRANCH TAILPIECE INTERLOCK DAMPER TO OPERATE 114" x T NEOPRENE GASKET To SLEEVE EQUAL TO KEENY (BY MG) 47SN DRAIN FROM WITH FAN, MOTORIZED BACKDRAFT DAMPER EWPMENT MOTORIZED BACKDRAFT DAMPER 3/V FURRING CHANNEL z INTERLOCK WITH FAN LIJ PRE-FAB INSULATED ROOF CURB APPROVED HOSE METAL FLASHING (BY GEN)) AND S.S. HOSE CLAMPS 2� I [ 51MULAP ROOF ROOF, ROOF INSULATION UCT CURB LLJ 7j E�R G�. :2 ROOF ASSEMBLY 314"PLASTERGUIDE DUCT ROOF INSULATION (BY GEN) 14' PIASTER 0 ANGLE IRON (TYP) NOTE: TRAP SIM 1-1/2' FRAM TREATED WOOD BLOCKING EXHAUST DUCT AS INDICATED SECURTIY GRILLE CHANNEL (BY (BY GEN) METALWU -AT I. STRUCTURE MAY VARY CLEANOUT WHERE (BY MC) ROOFDECK 2 > . PROVIDE CLEARANCE FOR MOTOR ACCESS INDICATED !.D SEAL NO FAN MAINTENANCE TREATED BLOCKING NOTE: COORDINATE INSTALLATION OF SECURITY GRILLE 12 111F11 DOOR FOR DAMPER MOTOR 3. A r12 FAN MAY VARY IN SIZE AND STYLE OTE SEAL K:��P SINGLE BOWL TRAP SHOWN. NILILTI- AFTER GELLING SUPPORT SYSTEM IS INSTALLED. 01 (SIM.) BOWL TRAPS SIMILAR. A PRIOR TO INSTALLATION OF LATH AND PLASTER. < ROOF EXHAUST DUCT ACCESS U—J " DOWNBLAST CENTRIFUGAL EXHAUST FAN IN -LINE FAN INSTALLATION DETAIL r33 CONDENSATE/DRAIN LINE CONNECTION DETAIL 34 PB LAST CENTRIFUGAL ROOF FAN DETAIL SECURITY GRILLE MOUNTING DETAIL Z) 2 KMI�NO SCALE �51 �51 �51 NO SCALE 1, NO SCALE ' NO SCALE NO SCALE LL �' 0 F- NOTE D 1 ALL OPENING EXACT DIMENSIONS SHALL BE DETERMINED BY FAN t2 MFGR., COORDINATE W1 STRUCTURAL ENGINEER. SIGHT GLASS FILTER DRYER PROVIDE TWO COATS ISO ARMAREX PAINT OR VA EQUAL FOR EXPOSED FILTER DRYER 'So REFER TO PLANS FOR DUCT SIZE. VALVES EXTERIOR INSULATION IT. REFRIGERANT 'MRO—W TYPE DUCT SUPPORTS. au 9 ID 8'-0' O.C. MAXIMUM SPACING. UQU Xl_ REFRIGERANT SUCTION PROVIDE ROOF SUPPORT PADS THERMAL EXPANSION 01 UNDER EACH MOUNTING FOOT. VALVE T-IF MAX FOR VRF UNITS, CONNECT TO BRANCH CONTROLLER ROOF LEVEL BEFORE CONNECTION TO AC - OUTDOOR UNIT. IU- EQUALIZER VRF- LINE OIL TRAP EXTERIOR ROOF DUCT SUPPORT az REFRIGERANT PIPING DETAIL �51 NO SCALE 1,, �51 NO SCALE SLOPE DRAIN PIPE MINIMUM 11W PER FOOT IN DIRECTION OF FLOW WALL t EXHAUST DUCT ATTACH HANGER BOLT TO STRUCTURE. FIELD DRAIN FROM VERIFY CONNECTION TYPE. ADDITIONAL UNITS DRAIN HOSE ACCESSORY HANGER BRACKET METAL CLAMP CEILING RECESSED SHERS E UTS.- Ar VRF 5. 4 CORNERS) MOTORIZED 6 DAMPER FINISHED CEILING —/ SEAL WEATHERTIGHT, T.. 12 FACTORY GRILLE 'TYPyp M5.1 (SIM.) ( 43 CEILING MOUNTED VRF UNIT r44 UPBLAST CENTRIFUGAL SIDEWALL FAN DETAIL ��l NO SCALE "I �51 NO SCALE CONFORMED SET Issue Date - 05.10.2019 REVIEWED FOR Revisions CODE COMPLIANCE APPROVED JUL 0 5 2019 City of Tukwila BUILDING DIVISION 73-17158-00 7 MECHANICAL M 19-0097 cDETAILS M5.1 wl—ut—N-11 (SIZE VARIES) FLEXIBLE BRAIDED HOSE FOR REFRIGERENT PIPING. CONTINUOUS 20 GA_ MIN. SHEET METAL c____p99m RUN ROOFING UP OVER CURB PIPING ROOF CURB W ACOUSTICAL BATT INSULATION SEISMIC ROOF CURB WITH FULL CAP REFRIGERANT LIQUID AND SUCTION LINES. SIZE & INSTALL PER MANDE RECOMMENDATIONS ROOF STRUCTURE ROOF CURB, PER SPEC. 077M ROOF MOUNTED CONDENSING UNIT DETAIL �52 NO SCALE GASKET W DUCT INSULATION AIR FLOW FS =K FIRE SMOKE DAMPER SECTION A -A LABEL OR FIRE DAMPER PER 1997 U.IAC. & U.B.C. ACCESS PANEL SIZE SCHEDULE DEPTFVD` ACCESS PANEL SIZE 6" TO 15' 10-W X (D-2)'H 15*T021* 12-W X (D-T)H T'OR MORE 18-W X (D-T)H ALL OTHER ACCESS PANELS ARE TO BE A MINIMUM OF 15*XI5' WHERE DUCT SIZE ALLOWS. USE 4 CAM LATCHES ON PANELS LARGER THAN 18'X 18'. ACCESS PANEL DETAIL M5.2 NO SCALE NOTES: 1. CURB AND ROOF OPENING EXACT DIMENSIONS SMALL BE DETERMINED BY HOOD MANUFACTURER. COORDINATE WITH STRUCTURAL REQUIREMENTS. 2. MOUNT TOP OF CURB LEVEL VERIFY ROOF SLOPE AND FABRICATE CURB ACCORDINGLY, ROOF HOOD, COLOR AS SELECTED BY ARCHITECT FROM WGR'S FULL RANGE OF COLORS. THREADED ROD ATTACH TO STRUCTURE INSECT SCREEN PIPE HANGER AS NOTED IN SPECIFICATIONS. ROOF Il4wxT NEOPRENE GASKET RIGID INSULATION AS PRE -TAB. INSUL. ROOF CURB INSULATION AS SHOWN ON NOTED IN SPECS. ROOF INSULATION MOTORIZED DAMPER,ORIENT PLANS & NOTED IN SPECS. FOR RELIEF OR INTAKE E HANGER A NOTED IN SPECIFICATIONS. GIN HOWN BN IN SEE . HA S T, RIGID T C ID NOTED T N S C CA S CS NO N S LA SPE CS. INSULATION C -TUR E FULL SIZE OF HOOD THROAT TREATED WOOD BLOCKING TRANSITION ROOF BECK N SIZE AS INDICATED SEAd� PIPE AS SHOWN ON LV AS NOTED PLANS & NOTED IN MIN. GALV. METAL SHIELD, I SPECIFICATIONS. ;N SPECS., BETWEEN HANGER & I ON (SIM.) NSUIATION, UP TO CENTERLINE M, P . ACCESS DOOR 10 MIN. OF PIPE. ROOF HOOD WITH DUCT DETAIL INSULATED PIPE HANGER DETAIL �2 NO SCALE 1, �52 NO SCALE INSULATION CD SEALANT BACKUP MATERIAL SEALANT BACKU P f(FLOOR PIPE SLEEVE UNINSULATED PIPE - INSULATED PIPE PIPE SLEEVE BACKUP MATERIAL SEALANT INSULATION CENTER OF PIPE uA� T w PIPE ESCUTCHEON INTERIOR SIDE OF EXTERIOR WALL PIPE PENETRATIONS DETAIL �2 NO SCALE 6-01 INSULATED FLEXIBLE DUCT INSTALLED WITH INNER DUCT INSULATION STRETCHED TALTF (TAKE UP SLACK) FLEX DUCT @ T-BAR CEILINGS PROVIDE 1' WIDE BAND CLAMP PIPE PIPE (USE HARD DUCT @ GWEI CEILINGS) RUBBER BOOT PULL RACK JACKET & INSULATION FROM CORE. DUCT A' BAND ON DUCT COLLARS (TYP) STAINLESS 18 GAUGE COLLECT EXCESS MANUAL VOLUME DAMPER STEEL CLAMP GALVANIZED INNER DUCT PAST COLLAR BEAD UNTIL CONSTRUCTANSTALLED PER STEEL TOP FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND SMACNA HVAG DUCT WITH APPROVED DUCT TAPE. SECURE WITH APPROVED CLAMP. ANCHOR WITH P P CONSTRUCTION STANDARDS CADMIUM PLATED PULL JACKET & INSULATION RACK OVER THE GORE. SECURE 18 GAUGE GALVANIZED P n MA PROVIDE b JACKET WITH TWO WRAPS OF DUCT TAPE OR AN APPEL STEEL INSULATED SCREWS IT D.C. CLAMP. TUCK IN EDGE OF JACKET OR TAPE. ROOF CURB 3V BEAD ON DUCT COLLAR FOR COUNTER FLASHING ATTACHING FLEX. DUCT (TYP) (ALL AROUND) FASTENERS, ALL SIDES MINIMUM "12 -A' ROOF CENTERLINE TURN MINIMUM 1-1/2 DIAMETER LAY4N CEILING DIFFUSER CENTERLINE TURNING RADIUS TYPICAL ALL FLEXIBLE ST LLATIGNI TYPICAL ALL FLEXIBLE DUCT T-RAR CEILJNG 4\\ INSTALLATION TWO DUCT DIAMETERS CEILING TILE METAL DECK OF STRAIGHT DUCT SUPPORT ANGLE NOTE: USE WHERE CLEAR HEIGHT IN CEILING NOTE: SPACE ALLOWS 2-DUCT DIAMETERS OF 1. REFER TO DRAWINGS FOR QUANITIY AND SIZE OF PIPES TO RUN THIRD ROOF STRAIGHT VERTICAL DUCT. zz CEILING SUPPLY DIFFUSER CONNECTION DETAIL z4 PIPING ROOF CURB DETAIL �11015_2 NO SCALE�52 NO SCALE PULL BACK JACKET & INSULATION FROM CORE. DUCT SEISMIC SUPPORT STRAP COLLECT EXCESS INNER DUCT PAST COLLAR BEAD UNTIL OR CABLES FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND WITH APPROVED DUCT TAPE. SECURE WITH APPROVED CLAMP. PULL JACKET & INSULATION BACK OVER THE CORE. SECURE SPOT WELD 1' FLANGE OF JACKET WITH TWO WRAPS OF DUCT TAPE OR AN APPR. CLAW. PERFORATED SHEET METAL DIVIDER TUCK IN EDGE OF JACKET OR TAPE TO BOTH SIDES OF PLENUM HEAD 3/8'BEAD ON DUCT COLLAR 3116'0, ON IWSTAGGERED CENTERS, PERFORATED SHEET ROUND DUCT COLLAR DIAMETER METAL DIVIDER(49% FREE AREA) IS SAW AS CEILING DIFFUSER SQUARE NECK DUCT SIZE PLENUM HEAD SIZE IS CEILING DIFFUSER NOMINAL NECK DIMENSIONS FASTENERS, ALL SIDES INSULATED FLEXIBLE DUCT STALLED WITH INNER DUCT LAY -IN CEILING DIFFUSER STRETCHED TAUT (TAKE UP SLACK) (SURFACE MOUNTED CL OF COLLAR INLET (MAX. STRENGTH) SIMILAR) T-BAR CEILING ~^-c CEILING TILE II NOTE: USE WHERE CLEAR HEIGHT IN CEILING SPACE DOES NOT ALLOW STRAIGHT VERTICAL DUCT. RESTRICTED CEILING SUPPLY DIFFUSER PLENUM HEAD CONNECTION �52 NO SCALE BALANCE VOLUME DAMPER TO THE ---' FOLLOWING, DEPENDING ON HOW MANY LOCKERS PER BAY: 4 LOCKER= 30 GEM 3 LOCKERS = 45 GEM -6 LOCKERS = 90 GEM 9 LOCKERS =135 CFM -10 LOCKERS =150 CFM SIZE BRANCH DUCTWORK PER THE FOLLOWING'. 4 LOCKER= 4'0 SHEET METAL SLOPE TOPS 3 LOCKERS - 6' 0 (PROVIDED By LOCKER -6 LOCKERS = 6' 0 MANUFACTURER) -9LOCKERS =8"0 -10 LOCKERS W 0 BALANCE EACH LOCKER TO 15 CFM USING TIFFIN METAL PRODUCTS BAFF LEIDAMPER ACCESSORY. SEE SPECIFICATION SECTION 105113 FOR REFERENCE TO BAFFLE ACCESSORY. 'E 'I NI LOCKER IL FLOOR FROM VIEW LOCKER ROOM DUCTWORK DETAIL �1�1 SCALE: 118' = V-0" PULL BACK JACKET AND INSULATION FROM CORE. DUCT COLLECT EXCESS INNER CT PAST COLLAR BEAD UNTIL INLE DIA R OF TAKE -OFF FITTING TO DU FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND BE 2TLARSEETRETHAN OUTLET CONNECTION WITH APPROVED DUCT TAPE. SECURE WITH APPROVED IF MAIN DUCT SIZE WILL NOT PERMIT THIS ISSMICLAW' PULL JACKET & INSULATION BACK OVER THE CORE. LARGE AND INLET SIZE -FABRICATE SE C SUPPORT RIGID DUCT SECURE JACKET WITH TWO WRAPS OF DUCT TAPE OR AN SPECIAL RECTANGULAR TO ROUND STRAP OR CABLES APPROVED CLAW. TUCK IN EDGE OF JACKET OR TAPE. FITTING THAT HAS 50% MORE INLET AREA THAN OUTLET. RECTANGULAR DUCT - SEE PLAN FOR SIZE SIZE PER PLANS CAN ( MATCH SIZE TO GRILLE) ADJUSTABLE VOLUME DAMPER WITH LOCK RE CTANGULAR N LAR DU__ FOR SIZE INSULATED FLEXIBLE DUCT LAY4N RETURN GRILLE, INSTALLED WITH INNER DUCT 1. (SURFACE MOUNTED STRETCHED TAUT (TAKE UP SLACK) SIMILAR) (MAX. STRENGTH) T-BARCEILING CEILING TILE ROUND DUCT- SEE PLAN FOR SIZE NOTE: USE FOR ALL RETURN GRILLES WHERE SPACE IS ALLOWED, �33 RETURN GRILLE PLENUM HEAD CONNECTION DETAIL as DUCT TAKE -OFF TO DIFFUSER (TYP.) 1\ �52 NO SCALE 1,M�52 NO SCALE ESCUTCHEON AND SEALANT. SHEET METAL SLOPE TOP LOCKER FLOOR SIDE VIEW LINEAR DIFFUSER DETAIL 1, �52 NO SCALE PLENUM, FACTORY OEID OR BLADE FABRICATED BALANCING DAMPER MITER GEAR AND CONCEALED DAMPERACTUATOR FINISHED CEILING INTERNALLY LINED ROUND OR RECTANGULAR SUPPLY DUCT. LINEAR SLOT DIFFUSER -REFER PAINTPERARGHL. TO FLOOR PLANS AND SCHEDULES FOR DIFFUSER TYPE AND MOUNTING FRAME (�j) LINEAR SLOT DIFFUSER DETAIL � �52 NO SCALE w w F— z w 0 w U) < YS LL 0 o CONFORMED SET Issue Date - 05.10.2019 REVIEWED REVIEWED FOR 0 Revisions 4 03.13.19 - ADD 4 CODE COMPLIANCE APPROVED UL 0 5 2019 JULJ0 52019 [BUILDING Cityof T 1". itY Of Tukwila Sl DIVISION 73-17158-00 M 19-0097 MECHANICAL DETAILS M5.2 KEY NOTES: 2�O1 DUCT SHEET METAL STRAP 1' (25.4—) WIDE. OF SAME METAL GAUGE AS DUCT, STEEL ANGLE NOT LESS THAN I'MIN. I*x 1,0/8'(25:4.25.40m), SIZED TO MATCH DUCT. SHEET METAL BAND, V 125.4..) WIDE OF SAME METAL GAUGE AS DUCT. OS ALL THREAD HANGER ROD WITH ACCESSORIES AS USED FOR LIGHT PIPE HANGER. SELF TAPPING CADMIUM (I)I PLATED HEX HEADED SHEET METAL SCREW STRS TO BE TIGHT AGAIPSNT DUCT. HANGER SIZES FOR RECTANGULAR DUCT MAX LENGTH HANGER HORIZONTAL MAXIMUM ANY SIDE SUPPORT ANGLE SPACING W Iwx 18 GAUGE STRAP NONE REQUIRED 1. 14'ROUND ROD 1-10 x 1-112' x 118a 48' 1/4" ROUND ROD 7 x T : 118" 8`0 w 5116' ROUND ROD 2 x 1'w84 1. 3e. ROUND ROD 2:. x 1 /r 8:1. DUCT HANGING DETAIL ��3 NO SCALE ROOF CURB PER DtV. 7 ROOF STRUCTURE V PRE-FABOR JOB-FAB ROOF DUCT -REFER CURB & CAW. TO DRAWINGS FOR SM. PER. DIV. 7 (2,-) DUCT PENETRATION THRU ROOF DETAIL ��3 NO SCALE PAINT INTERIOR OF DUCT FLAT BLACK 12"ON EITHER SIDE OF BRANCH CONNECTION MAIN DUCT SIZE AS INDICATED -SA EAdRA 45* VOL DPR BRANCH D T, SIZE TO AIR DEVICE ABRANH D TO� MATCH AII 4� MIN .�ATCH A I EAURA AIR DEVICE 114W,4'MIN. 1/4W, 4' MIN. W (D) SA PREFABRICATED BRANCH FITTING. WITH INTEGRAL VOLUME DAMPER EXCEPT VOLUME DAMPERS NOT REQUIRED BETWEEN AHLYS AND VAV TUS. TRANSITION RECTANGULAR TO ROUND FOR ROUND BRANCH DUCT CONNECTIONS. PLAN VIEW PLAN VIEW DUCT MOUNTED AIR DEVICE BRANCH DUCT TAKEOFF NOTE SEAL ALL AROUND BRANCH DUCT CONNECTIONS. 4; B EAfRA— VOLUME DAMPER, WHERE MAIN DUCT INDICATED, TYP 2 PLACES NI SQUARE ELBOW SHOWN. TURNING VANES PROVIDE ROUND ELBOW LU SUPPLY REGISTER OR BRANCH DUCT - WHEN SHOWN PLANS C AREA A=AREA(BIC) o EL PLAN VIEW o AIR SPLIT TYPE DUCT TAKE -OFF .5 DUCT TAKE -OFF DETAILS �53 NO SCALE SHEET METAL INSULATION (IF REQUIRED) DUCT OUTSIDE BUILDING OUTSIDE DUCT CRIMPED OVER INSIDE DUCT AND COUNTERFLASHING; SEAL WITH WATERPROOF CAULKING ROOF SHEET CURB METAL PER DIV.7. ROOFCURB COUNTERFLASHING PER DIV.7. ROOFING UP AND OVER CURB DUCT INU (IF REQUIRED) SHEET ROOF CONSTRUCTION METAL DUCT THRU ROOF DETAIL �53 NO SCALE FLEXIBLE AIR DUCT REFER TO SPECIFICATIONS PAN WIT ) DRIWIIND Z_ '_� SEE PLANS FOR PANDUIT FLEXIBLE DUCT SIZE DRAWSAND SPIN -IN WITH PLENUM BOX VOLUME DAMPER FILTERS REMOVEABLE FROM ROOM 2'FiLTER RACKS CEILING AND 2'FILTERS RETURN AIR GRILLE 22 RETURN AIR GRILLE WITH FILTER DETAIL �53 NO SCALE ROOF STRUCTURE ROOF STRUCTURE BOLT OR WELD To ROOF irr RANGER UN -STRUT. STRUCTURE. ROD BOLT OR WELD ROOF TO ROOF TRUSS TRUSS f WELDED SEAM 112"HANGER SPIRALOUCT ROD FROUTE WELDED SEAM DUCTWORK SPIRAL DUCT THROUGH OPEN WEB OF ROOF TRUSS. EXPOSED ROUND DUCTWORK DETAIL �53 NO SCALE (—i 4"EXPOSED ROUND DUCTWORK DETAIL SEAL ALL AROUND EDGES OF BLANK -OFF. �53 NO SCALE WHERE LOUVER IS LARGER THAN PLENUM BLANK OFF UNUSED PORTION OF LOUVER W/20 GA. _ VSHEET METAL AND SECURE TO BACK OF LOUVER W1 SHEET METAL SCREWS MAX. 24"O.C. R-1 1 RIGID INSULATION CLIP BUILDING ANGLE WALL SEALBETWEEN LOUVER FRAME LOUVER WITH AND FLANGED DUCT. BIRD SCREEN SIZE AS INDICATED MTZ DAMPER OR BACK DRAFT DAMPER WHERE INDICATED SLOPE BOTTOM OF PLENUM TO DRAIN THROUGH LOUVER, SEAL DUCT WATERTIGHT. PLENUM SHALL BE INSULATED WITH MIN. R-8INSULATION PROVIDE GASKET SEAL ALL AROUND EDGES OF PLENUM NOTES: 1. PLENUM CONNECTION SAME SIZE AS LOUVER UNIO. TYPICAL ALL DUCTED LOUVER LOCATIONS — 2-'� LOUVER PLENUM DETAIL 1,M5�3 NO SCALE SUPPLY MAIN LINED INSULATION FLEX CONNECTION NO BENDS VD MAX. 2T LONG "Z. ]"3- GREATER THAN %W. R SHALL EQUAL OR BE RECTANGULAR DUCT VANER LINED INSULATION ROUND DUCT WRAP INSULATION SHORT RADIUS ELBOW WITH TWO VANES CEILING DIFFUSER SUPPLY MAIN LINED INSULATION 45' CLINCH COLLAR FS IN4N TAP 112W �,.W R SHALL EQUAL OR BE VANE R GREATER THAN 1/3W. 4�4 jfBENDS CONNECTION NO RECTANGULAR DUCT ENDS LINED INSULATION MAX. 7_(r LONG SHORT RADIUS ELBOW WITH ONE VANES CEILING DIFFUSER R SHALL EQUAL OR BE GREATER THAN W. STANDARD RADIUS ELBOW NOTES' 1. ALL STANDARD RADIUS ELBOWS SHOWN ON PLANS MAY BE MADE SHORT RADIUS ELBOWS. ALL SHORT RADIUS ELBOWS SHALL HAVE VANES. SHALL VANES BE CONSTRUCTED, SUPPORTED AND FASTENED AS RECO MENDED BY SMACNA. 42RADIUS ELBOW DETAILS M5j-3 NO SCALE "* ENTRY TAP RECTANGULAR TO ROUND SUPPLY MAIN RECTANGULAR DUCT FLEX CONNECTION LINED INSULATION LINED INSULATION NO BENDS MAX. 27 LONG VD ROUND DUCT WRAP INSULATION CEILING DIFFUSER DIFFUSER -BRANCH DUCT CONNECTION �II45 .3 NO SCALE ROOF STRUCTURE 112'HANGER UNI-STRUT. ROD BOLT OR WELD ROOF TRUSS TO ROOF TRUSS WELDED SEAM SPIRAL DUCT EXPOSED ROUND DUCTWORK DETAIL \,M5.3 NO SCALE LIMED TRANSFER DUCT, FOR SIZE FIREISMOKE DAMPER SEE PLANS_ OR FIRE DAMPER A WHEREREQUIRED. —1/ V CEILING JGRILLE, FOR SIZE AND DESIGNATION SEE PLANS (TYP) (�24) Z TRANSFER DUCT (-25-) TRANSFER DUCT DETAIL M5.3 NO SCALE , �53 NO SCALE V1 VIXIVILLj SET Issue Date - 05.10.2019 Revisions REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2019 City of Tukwila i BUILDING DIVISION 73-17158-00 M MECHANICAL 19-0097 DETAILS M5.3 CONDENSER.SPLIT SYSTEM MITSUBISHI) POWER INDOOR.SPLIT SYSTEM UNIT SCHEDULE. MARK COOLING CAP. TONS MR F (CFM) BASIS OF DESIGN (MITSUBISHI) EMERGENCY POWER =1m&:T9q: Id Bills EON= NOTES: 1. FAN TO OPERATE IN HIGH SPEED SETTING. 2. PROVIDE MOTORIZED DAMPER FOR OSA NAD EXHAUST DUCT CONNECTIONS. 3. HEAT RECOVERY SHALL BE MINIMUM 50% SENSIBLE EFFICIENCY. .RANGE HOOD. DIMENSIONS BASIS OF DESIGN EMERGENCY—T_ MARK SERVES CFM CONTROL (INANAN) V PHASE WATTS (BROAN) POWER 1 NOTES RH-1 RANGEHOOD-BREAK ROOM 250 SWITCH 30x19x6 12D 1 76 BCSEK13M NO_-__ 1 NOTES: 1. PROVIDE NTH REMOTE OPERATION STANDARD UL APPROVED WALL SWITCH .RELIEF AIR HOOD. MARK__ SERVES LOCATION EXTERNAL S.P. (IN WG) WEIGHT CFM DIMINESIONS (IV' X HEIGHT") BASIS OF DESIGN NOTES RAH 1 KITCHEN HOOD - RO01 AREA C 0.05 13 250 CFM BfdB' x 10 LOREN COOK PRa .CONDENSATE PUMP SCHEDULE. MARK BASIS OF DESIGN LOCATION SERVES GPH PUMP HEAD (FT) MOTOR HP V PHASE EMER C POWER NOTES CDP-1 CDP-2 LITTLE GIANT VCM-15 LITTLE GIANT VCM-15 EVIDENCE MONEY CABINET HRV-A1-2 HRV-A1-3 1 50 50 5 5 0.02 0.02 1 120 1 1 120 1 1 YES 1 YES . L.L w .GRAVITY RELIEF VENTILATOR. z w EXTERNAL S.P. DIMINESIONS (� MARK SERVES LOCATION (IN WG) CFM (0" X HEIGHT") BASIS OF DESIGN NOTES rw GRV-1 EF-A119 ROOF AREA A 0.25 215 CFM 8,W x 10 LOREN COOK PRQ 1,2 v GRV-2 B117 DRYER EXHAUST RODF AREA B 0.25 0 CFM 8W x 10 LOREN COOK PR-08_,_,_ 1 1, 2 3 NOTES: REVIEWED FOR f� 1.DIAMETER ISTHE THROAT DIAMETER CODE COMPLIANCE � Q m 2' PROVIDE BACKDRAFT DAMPER APPROVED a 3. GRV-2 IS FOR FUTURE DRYER. NO CFM VALUE WILL BE CURRENTLY SCHEDULED. 'c JUL 0 5 2019 1 Q Y J_ PLL City of Tukwila p 3 BUILDING DIVISION] >_ o 3 U t2F UNIT HEATER SCHEDULE. LOCATION.CABINET wee =: R POWEmffTrm � ��® ' �®-���� l 1. m�■ " • ■� ®®� 1111 � '��� • • . - 11 1 • 1 11 ®-��� 1 �� �m� • 1 �� 111 1 •m���� � 1 1. ' 1 • 1 • 1 I 1 1 ��-��'©����,i, 1 ®' �� 1 /1 I � 'm��®- • • • ' • • 1 1 • • }�}��S'��'7�'''��'��m� �� ® ®�® '® ®�..�'�®®' M 19-0097 PH.... vE•i?�7':R CONFORMED SET Issue Date - 05.10.2019 Revisions 4 03.13.19 - ADD 4 6 4117119-Coldamed 73-17158-00 MECHANICAL SCHEDULES M6.2