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Permit M19-0174 - CELLNETIX - NEW HVAC EQUIPMENT AND MULTIPLE SLIT SYSTEMS WITH DUCTWORK
CELLNETIX 12501 E MARGINAL WAY S FINALED 08/20/2020 M19-0174 City ofTukwila Department mfCommunity Development 63OOSuuthcenterBoulevard, Suite#1OO ^� Tukwila ,VVaxhington9Q188 p�""e'»n�'u��'���n ''----- ----'- Inspection Request Line: 2OG'43D'93SD Web site: http://www.TukwilaWA.gov Parcel No. Address: Project Name: MECHANICAL PERMIT 7345600580 Permit Number: M19-017-4 CELLNETIX Issue Date: 10/30/2019 Permit Expires On: 4/27/2020 Owner: Contact Person: Name: Contractor: Address: License No: Lender: Name: INTERNATIONAL GATEWAY EAST 1230ITUKm/|LA|NTRNTNL8L4TH, 6EATTLE,WA, 981h8 RO8[RTF|X K4CK|NSTRYO]LL[([ONSTRU{TK]N) PDBOX 245G7,SEATTLE,WA, 98lJ4 [WCK|N[i942DVV ''' Phone: (206)762-E311 Phone: (206)762'3311 Expiration Date: 3/16/2020. DESCRIPTION OFWORK: REMOVE AND INSTALL NEW HVAC EQUIPMENT AND MULTIPLE SPLIT SYSTEMS WITH ASSICIATED DUCTWORK. Valuation of Work: $890,715.00 Type ofWork: REPLACEMENT Fuel type: ELECT Fees Collected: $9,692l5 Electrical Service Provided by: SEATTLECITY LIGHT Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted 6ythe City mf Tukwila: International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: VVA[296-468: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature4 Dote/ | hearbycertUy that | have read and examined this permit and know the same to betrue and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions cfany other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit�pd�Zree to the conditions attached to this _permit, Signature: Print Name Date: I d 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: l: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by Washington Association nfBuilding Official Certified welder. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner, 5: A final report documenting required special inspections and correction nfany discrepancies noted in the inspections shall besubmitted tothe Building Official, The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval, 6: Readily accessible access toroof mounted equipment brequired. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will bedetermined bythe building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2OG43l'367O). lU: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. ll: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, cxan approval of, any violation ofany of the provisions ofthe building code nrnfany other ordinances ofthe City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data. lZ: `MECHANICAL PERMIT [DNDOlON5*** 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZU5/431-3670). 14: Manufacturers installation instructions shall beavailable onthe job site atthe time nfinspection. 15: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 16: 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) 17: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 18: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 19: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0704 SMOKE CONTROL TEST 0702 SMOKE DETECTOR TEST CITY OF TUKWILJ Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. MO- Project No. Date Application Accepted: Date Application Expires: (For o 10 is )9 Li I only) 4 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 Site Address: 12501 East Marginal Way S Tenant Name: Cellnetix King Co Assessor's Tax No.: 7345600580 Suite Number: PROPERTY OWNER Name: International Gateway East Address: 3716 S 126th St. City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Robert Fix Address: 5005 3rd Ave S City: Seattle State: WA Zip: 98134 Phone: (206) 762-3311 Fax: Email: robfi@mckinstry.com Floor: 1 & 2 New Tenant: EJ Yes J ..No MECHANICAL CONTRACTOR INFORMATION Company Name: McKinstry Co. LLC Address: 5005 3rd Ave S City: Seattle State: WA Zip: 98134 Phone: Fax: (206) 762-3311 Contr Reg No.: MCKINCL942DW Exp Date: 03/16/2020 Tukwila Business License No.: BUS-0994320 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Remove and install new HVAC equipment and multiple Split Systems with associated ductwork. 118108-001 890,715 Use: Residential: New El Replacement 0 Commercial: New Li Replacement Fuel Type: Electric IZ Gas ....... D Other: HAApplications \ Forms -Applications On Line \ 2016 Applications Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm 2 Unit Type Qty Air handling unit >10,000 cfrn 1 Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper 7 Diffuser 199 Thermostat 56 Wood/gas stove Emergency generator Other mechanical equipment/t 2 Boiler/Compressor Qty 0-3 hp/100,000 btu 2 3-15 hp/500,000 btu 3 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu ` SI t4LE L.c - bClSrlOre. -i f',r,., Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-1 OPM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: Warning devices; Construction and property maintenance during the daytime hou Testing of backup generators during the day. lam-10pm); 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 0 " OR AU HORIZED : GEN Signature: Date: 10/15/2019 Print Name: Robert Fix " Day Telephone: (206) 762-3311 Mailing Address: 5005 3rd Ave S Seattle WA 98134 City State Zip H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1.4-16.docx Revised: January 2016 bh Page 2 of 2 City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $72.10 PermitTRAK M19-0174 Address: 12501 E MARGINAL WAY S Apn: 7345600580 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0,00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R19715 R000.345.830.00.08 1.00 $70.00 $72.10 Date Paid: Wednesday, January 15, 2020 Paid By: Robert Fix Pay Method: CREDIT CARD 027322 Printori• \A/prinperiav Iniiry 1C 7n2D R•17 Am 1 of 1 atis7121111 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 01/15/2020 08:35:00 AM CREDIT CARD SALE VISA CARD NUMBER: **********2506 K TRAN AMOUNT: $72.10 APPROVAL CD: 027322 RECORD #: 000 CLERK ID: Elisa X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUuwILA ETRAxzT :�00 SOUrHCEmTsR oLVo 'TuxwzLA' wx 98188 206-433'1870 CITY Of TVKWILu Date: 01/15/2020 08:35:00 AM CREDIT CARD SALE VISA CARD NUM8�R: ********2586 K TRAN 4MOU^T: $72.10 APPROVAL �o: 027322 RECORD #: 080 Thank you! Customer Copy DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID $9 692 05 M19-0174 Address: 12501 E MARGINAL WAY S Apn: 7345600580 $9,692.05 Credit Card Fee $282.29 Credit Card Fee R000.369.908.00.00 0.00 $282.29 $9,047.85 MECHANICAL PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $7,205.13 PLAN CHECK FEE TECHNOLOGY FEE 401111111111.111.111111111100111M1 R000.322.102.00.00 0.00 $1,809.57 $361.91 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18818 ROO .322.900.04.00 0.00 $361.91 $9,692.05 Date Paid: Tuesday, October 15, 2019 Paid By: ROBERT FIX Pay Method: CREDIT CARD 066794 Printed: Tuesday, October 15, 2019 8:15 AM 1 of 1 aliWYSTEMS 0 CO CITY OF TUKNILA Date: 10/15/2819 88:14:07 m9 CREDIT CARD SALE VISA CARD NUMBER: **********2506 K TRAN AMOUNT: $9'692.05 APPROVAL [D: 656794 RECORD #: 000 Thank you! Customer Copy nstry Of Your Building Cellnetix Laboratory Buildout Preliminary TAB Report TUKWILA, WA MAY 2020 /4///9'-0171 instry fle Of Your Building Table Of Contents PROJECT: Cel|NeUx LOCATION: Tukwila, WA Preliminary M�/1���M�� =='``"-=°-= DATE: 5M4/2020 CONTACT: ����K���n� ������ nwp*�n�� ��n �r��no�=�nn��/ 1Air Handling Unit 1 1.1Existing RTU-Eaod 1 1.2 ExistinQRTU-EasVFP-2B-O3 1 1.3Existing RTU-EasVFP'2B-07 2 1.4Existing RTU-Eoot/FP-2B-O8 2 1.5Existing RTU-Eeot/FP'2B-OS 3 1.6 Existing RTU-Eaot/FP-2B-10 3 1.7Existing RTU-EosVFP-2B-11 4 1.8Existing RTU-East/FP'2B-12 4 1.9 Existing NTU-Emot/FP-2B-13 5 1.1OExisting RTU-EamUFF-2B-14 5 1.11Existing RTU'Eost/FP-2B'15 6 1.12Existing R7U-EamUFP-2B-33 8 1.13Existing RTU-East/FP-2B-35 7 1.14Ex|ot|ng RTU-Emst/FP-3B-38 7 1.15Existing RTU'Eaut/FP-2B-37 G 1.18Existing RTU-East/FP-2B'38 8 1.17Existing RTU-Eest/FP'2B-3S 9 1.18Existing RTU-EaeUFP-2B-4O 9 1.19 Existing RTU~EasVFP~2B-41 10 1.2OExisting FTU-EeaUFP-2B'42 10 1.21Existing RTU-Eomt/FP-2B-43 11 1.32Existing RTU-Eoot/FP'2B-44 11 1.23Existing RTU-EanUFP-2B-45 12 1.24 Existing RTU-West 12 1.25 Existing RTU-VVest/FP-113-01 12 1.28Exioting RTU-VVemVFP-1B-14 13 1.27Existing RTU-VVaot/FP-1B-52 13 1.28Existing RTU-VVest/FP-1B'53 14 1.28EVisUng RTU-VVesyFP-2B-01 14 1.30Exiating RTU4Nest/FP-2B-02 15 1.31Existing RTU-VVaaUFP'2B-16 15 1.32Existing RTU-VVeoUFP-2B-17 16 1.33Existing RTU-VVeoUFP-3B-47 10 1.34New AHU-01 17 1.35 New/\HU-01/TU-1-01 17 1.36 NewAHU-01/TU-2-01 18 1.37 New,4HU-01/TU-2-O2 18 1.38New /\HU-01/TU-2-D3 19 1.39New AHU-01/TU-2-04 19 1.4ONew /\HU-01/TU-2-U5 20 McKinstry instry le Of Your Building Table Of Contents PROJECT: [ellNatix LOCATION: Tukwila, WA PROJECT 118108'001 Preliminary 8�J1�/�1�M �=`-�"-="-� DATE: 5M4/2020 CONTACT: 1'41 New AHU'O1/TU-2-O0 20 1/2New AHU-01/TU-2-O7 21 1.43New AHU-U1/TU-2-U0 21 1.44New AHU-01/TU-2-Og 22 1.45New /\HU-01/TU-2-1O 22 1.45New AHU-01/TU-2-11 23 1.47New AHU'O1/TU-2'12 23 1.48New AHU-OI/TU-2-13 24 1.4SNew AMU'O1/TU-2-14 25 1.5ONew &HU-01/TU-2-15 26 1.51 New AHV-01/TU-2-16 27 1.52New AHU-01/TU-2-17 27 1.53New AHU-01/TU'2-18 28 1.54New AHU'O1/TU-2-18 28 1.55New AHU-01/TU-2-2O 29 1,5MNew AHV-01/TU-2-21 29 1.57New AHU-01/TU-2-22 30 1.58New &HU-01/TU-2-23 30 1'58New AHU-01/TU'2-24 31 1.0ONew AHU-01/TU'2'25 31 1.61New/\HU-01/TU-2-26 32 1.02New /\HU'O1/TU-2-27 32 1.83New /4HU-01/TU-2-28 33 2Fan Coil 34 2.1 FCU-1-01 34 2.2FCU-1-02 34 2.3FCU-2-01 34 2.4FCU-2'02 34 2.6FCU'3-01 35 3Fan Unit 30 3.1 EF-01 38 3.2 EF-02 36 3.3EF-03 37 3.4EF'09B 37 3.5 EF-10B 38 3.6EF-11B 38 McKinstry nstry Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East Unit Data Unit Manufacturer Trane SYSTEM/UNIT: Existing RTU-East/FP-2B-03 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_26_03 10 (0.5450) 1502 Filter 16x24x1 Pleat, ECM setting of 3.50vdc Existing RTU-East/FP-2B-03 Supply Outlet Summary Tested By: Chad Jowell Date: 4/21/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1100 CFM 1167 CFM 1100 CFM 1098 CFM 75 CFM 75 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final M. Outlet-01 DT-10 10x10 275 284 286 104 Outlet-02 DT-10 10x10 275 344 300 109 Outlet-03 DT-10 10x10 275 236 293 107 Outlet-04 DT-10 10x10 275 316 288 105 Totals: - - 1100 1180 1167 106 McKinstry Page 1 of 38 For Th instry Ite Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B-07 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_213_07 10 (0.5450) 1485 Filter 16x24x1 Pleat, ECM setting of 6.00vdc Existing RTU-East/FP-2B-07 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 900 CFM 910 CFM 600 CFM 599 CFM 200 CFM 200 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8x8 125 134 123 98 Outlet-02 DT-10 10x10 \ 325 296 324 100 Outlet-03 DT-10 10x10 325 289 334 103 Outlet-04 DT-8 8x8 125 144 129 103 Totals: - - 900 863 910 101 SYSTEM/UNIT: Existing RTU-East/FP-2B-08 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-5 Honeywell FP_213_08 12 (0.7850) 2192 Filter 16x24x1 Pleat, ECM setting of 0.50vdc Existing RTU-East/FP-2B-08 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 575 CFM 622 CFM 575 CFM 570 CFM 75 CFM 75 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8X8 200 254 219 110 Outlet-02 DT-8 8X8 175 274 188 107 Outlet-03 DT-8 8x8 200 273 215 108 Totals: - - 575 801 622 108 McKinstry Page 2 of 38 instry Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B-09 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-5 Honeywell FP_2B_09 10 (0.5450) 1565 Filter 16x24x1 Pleat, ECM setting of 2.36vdc Existing RTU-East/FP-2B-09 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 850 CFM 852 CFM 850 CFM 847 CFM 125 CFM 125 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Alrflow % Final Dlff. Outlet-01 DT-10 10X10 275 317 283 103 Outlet-02 DT-10 10X10 300 315 287 96 Outlet-03 DT-10 10X10 275 308 282 103 Totals: - - 850 940 852 100 SYSTEM/UNIT: Existing RTU-East/FP-28-10 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_10 6 (0.1960) 568 Filter 14x16x1 Pleat, ECM setting of 1.62vdc Existing RTU-EastJFP-2B-10 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 175 CFM 262 CFM 175 CFM 172 CFM 25 CFM 25 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8X8 175 291 262 150 Totals: " _ - 175 291 262 150 McKinstry Page 3 of 38 nstry Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B-11 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_11 6 (0.1960) 529 Filter 14x16x1 Pleat, ECM setting of 1.73vdc Existing RTU-East/FP-2B-11 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 275 CFM 299 CFM 275 CFM 273 CFM 25 CFM 25 CFM System/Unit Outlet Type Size LxW! D Design Airflow Prelim Airflow Anal Airflow % Final Dlff. Outlet-01 DT-10 10X10 275 319 298 108 Totals: - - 275 319 298 108 SYSTEM/UNIT: Existing RTU-East/FP-2B-12 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-5 Honeywell FP_2B_12 10 (0.5450) 1896 Filter 16x24x1 Pleat, ECM setting of 5.77vdc Existing RTU-East/FP-2B-12 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 250 CFM 574 CFM 250 CFM 252 CFM 125 CFM 125 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final DIM Outlet-01 DT-8 8X8 125 364 283 226 Outlet-02 DT-8 8X8 125 159 291 233 Totals: - - 250 523 574 230 McKinstry Page 4 of 38 nstry Of Your OuIlding Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-EastIFP-2B-13 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_13 8 (0.3490) 1043 Filter 14x16x1 Pleat, ECM setting of 5.77vdc Existing RTU-EastIFP-2B-13 Supply Outlet Summary Tested By: Chad Jowell Date: 4/23/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Prirnary Airflow 775 CFM 803 CFM 775 CFM 777 CFM 175 CFM 175 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Dlff. Outlet-01 DT-10 10X10 300 367 313 104 Outlet-02 DT-8 8X8 175 185 179 102 Outlet-03 DT-10 10X10 300 321 311 104 Totals: - - 775 873 803 104 SYSTEM/UNIT: Existing RTU-EastIFP-2B-14 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP2[3_14 10 (0.5450) 1543 Filter 16x24x1 Pleat, ECM setting of 4.55vdc Existing RTU-East/FP-2B-14 Supply Outlet Summary Tested By: Chad Jowell Date: 4/23/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 750 CFM 811 CFM 750 CFM 753 CFM 75 CFM 75 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Dlff. Outlet-01 DT- 0 10X10 275 287 302 110 Outlet-02 DT-10 10X10 275 4 343 297 108 Outlet-03 DT-8 8X8 200 174 212 106 Totals: - - 750 804 811 108 McKinstry Page 5 of 38 instry Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/16/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B-15 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_15 10 (0.5450) 1509 Filter 16x24x1 Pleat, ECM setting of 5.50vdc Existing RTU-East/FP-2B-15 Supply Outlet Summary Tested By: Chad Jowell Date: 4/23/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 750 CFM 763 CFM 750 CFM 758 CFM 75 CFM 75 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 275 277 206 75 Outlet-02 DT-10 10X10 275 321 270 98 0utlet-03 DT-8 8X8 200 202 287 144 Totals: - - 750 800 763 102 SYSTEM/UNIT: Existing RTU-East/FP-2B-33 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-7 Honeywell FP_28_33 16 (1.3950) 3849 Filter 16x24x1 Pleat, ECM setting of 0.51vdc Existing RTU-East/FP-2B-33 Supply Outlet Summary Tested By: Chad Jowell Date: 4/20/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1200 CFM 1271 CFM 1200 CFM 1212 CFM 75 CFM 75 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 300 493 325 108 0ut1et-02 DT-10 10X10 300 833 311 104 Outlet-03 DT-10 10X10 300 1099 310 103 0utlet-04 DT-10 10X10 300 847 325 108 Totals: - - 1200 3272 1271 106 McKinstry Page 6 of 38 For Th instry Ile Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B-35 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-5 Honeywell FP_26_35 12 (0.7850) 1557 Filter 16x24x1 Pleat, ECM setting of 0.54vdc Existing RTU-East/FP-2B-35 Supply Outlet Summary Tested By: Chad Jowell Date: 4/21/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 300 CFM 312 CFM 300 CFM 299 CFM 100 CFM 100 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final DIff. 0ut1et-01 DT-8 8X8 150 787 157 105 Outlet-02 DT-8 8x8 150 535 155 103 Totals: - - 300 1322 312 104 SYSTEM/UNIT: Existing RTU-East/FP-2B-36 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_36 8 (0.3490) 1009 Filter 14x16x1 Pleat, ECM setting of 4.53vdc Existing RTU-East/FP-2B-36 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 650 CFM 664 CFM 650 CFM 645 CFM 125 CFM 125 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 6x6 100 65 93 93 Outlet-02 DT-6 6X6 100 64 99 99 Outlet-03 DT-6 10x10 250 241 257 103 Outlet-04 DT-6 6X6 100 71 106 106 Outlet-05 DT-6 6X6 100 67 109 109 Totals: - - 650 508 664 102 McKinstry Page 7 of 38 For Th instry fe Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B-37 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_213_37 8 (0.3490) 1032 Filter 14x16x1 Pleat, ECM setting of 2.32vdc Existing RTU-East/FP-2B-37 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 400 CFM 402 CFM 400 CFM 402 CFM 100 CFM 100 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-6 6X6 100 115 95 95 Outlet-02 DT-6 6X6 100 101 106 106 Outlet-03 DT-6 6X6 100 127 96 96 Outlet-04 DT-6 6X6 100 101 105 105 Totals: - - 400 444 402 101 SYSTEM/UNIT: Existing RTU-East/FP-2B-38 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_38 10 (0.5450) 1388 Filter 16x24x1 Pleat, ECM setting of 1.82vdc Existing RTU-EasVFP-2B-38 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 300 CFM 338 CFM 300 CFM 299 CFM 75 CFM 75 CFM SystemfUnit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 300 341 338 113 Totals: - - 300 341 338 113 McKinstry Page 8 of 38 For Th instry Be Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B.39 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell F13_2B_39 6 (0.1960) 527 Filter 14x16x1 Pleat, ECM setting of 2.10vdc Existing RTU-East/FP-2B-39 Supply Outlet Summary Tested By: Chad Jowell Date: 4/23/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 400 CFM 419 CFM 400 CFM 396 CFM 100 CFM 100 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-6 6X6 100 112 101 101 Outlet-02 DT-6 6X6 100 126 109 109 Outlet-03 DT-6 6X6 100 106 99 99 Outlet-04 DT-6 6X6 100 111 110 110 Totals: - - 400 455 419 105 SYSTEM/UNIT: Existing RTU-East/FP-2B-40 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-5 Honeywell FP_28_40 12 (0.7850) 2121 Filter 16x24x1 Pleat, ECM setting of 5.77vdc Existing RTU-East/FP-2B-40 Supply Outlet Summary Tested By: Chad Jowell Date: 4/22/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1200 CFM 1228 CFM 1200 CFM 1199 CFM 175 CFM 175 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-12 12x12 400 409 407 102 Outlet-02 DT-8 8X8 200 139 198 99 Outlet-03 DT-8 8x8 200 138 201 101 Outlet-04 DT-12 12X12 400 370 422 106 Totals: - - 1200 1056 1228 102 McKinstry Page 9 of 38 For Th nstry Ile Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B-41 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_213_41 10 (0.5450) 1588 Filter 16x24x1 Pleat, ECM setting of 5.13vdc Existing RTU-East/FP-2B-41 Supply Outlet Summary Tested By: Chad Jowell Date: 4/23/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 600 CFM 618 CFM 600 CFM 609 CFM 175 CFM 175 CFM System/Unit Outlet Type Size LxW! D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8X8 150 133 159 106 Outlet-02 DT-8 8X8 150 154 157 105 Outlet-03 DT-8 8X8 150 131 145 97 Outlet-04 DT-8 8X8 150 170 157 105 Totals: - - 600 588 618 103 SYSTEM/UNIT: Existing RTU-East/FP-28-42 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-5 Honeywell FP_213_42 12 (0.7850) 2332 Filter 16x24x1 Pleat, ECM setting of 0.95vdc Existing RTU-East/FP-2B-42 Supply Outlet Summary Tested By: Chad Jowell Date: 4/23/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 600 CFM 637 CFM 600 CFM 597 CFM 125 CFM 125 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8X8 200 297 214 107 Outlet-02 DT-6 6X6 100 88 100 100 Outlet-03 DT-6 6X6 100 107 107 107 Outlet-04 DT-6 6X6 100 100 109 109 Outlet-05 DT-6 6X6 100 133 107 107 Totals: - - 600 725 637 106 McKinstry Page 10 of 38 For Th instry Ile Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B-43 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_43 6 (0.1960) 528 14x16x1 Pleat, ECM setting of 2.54vdc Existing RTU-East/FP-2B-43 Supply Outlet Summary Tested By: Chad Jowell Date: 4/23/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 425 CFM 437 CFM 425 CFM 427 CFM 100 CFM 100 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final M. Outlet-01 DT-8 8X8 125 250 122 98 Outlet-02 DT-6 6X6 100 91 108 108 Outlet-03 DT-6 6X6 100 81 100 100 Outlet-04 DT-6 6X6 100 88 107 107 Totals: - - 425 510 437 103 SYSTEM/UNIT: Existing RTU-East/FP-2B-44 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_44 10 (0.5450) 1422 Filter 16x24x1 Pleat, ECM setting of 1.80vdc Existing RTU-East/FP-2B-44 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 350 CFM 391 CFM 350 CFM 348 CFM 150 CFM 150 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 LIN 175 209 183 105 Outlet-02 LIN 175 262 208 119 Totals: - - 350 471 391 112 McKinstry Page 1 1 of 38 For Th nary Ite Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-East/FP-2B-45 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_213_45 12 (0.7850) 1803 Filter 16x24x1 Pleat, ECM setting of 3.71vdc Existing RTU-East/FP-2B-45 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 350 CFM 358 CFM 350 CFM 348 CFM 175 CFM 175 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final OW. Outlet-01 DT-8 8x8 350 Totals: - - 350 0 0 0 SYSTEM/UNIT: Existing RTU-West Unit Data Unit Manufacturer Trane SYSTEM/UNIT: Existing RTU-West/FP-1B-01 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size Remark Nailor Series Fan Powered 35S-5 Honeywell FP_113_01 12 (0.7850) Filter 16x24x1 Pleat, ECM setting of 4.29vdc Existing RTU-West/FP-1B-01 Supply Outlet Summary Tested By: Chad Jowell Date: 4/25/2020 Term Box Test Data Design Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 550 CFM 100 CFM 100 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10x10 225 Outlet-02 DT-10 10x10 225 Outlet-03 DT-10 10x10 Totals: - - 450 0 0 0 McKinstry Page 12 of 38 For Th :nary fe Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-West/FP-1B-14 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size Remark Nailor Series Fan Powered 35S-6 Honeywell FP_1B_14 14 (1.0690) Filter 16x24x1 Pleat, ECM setting of 4.29vdc Existing RTU-West/FP-1B-14 Supply Outlet Summary Tested By: Chad Jowell Date: 4/25/2020 Term Box Test Data Design Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 600 CFM 125 CFM 125 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8x8 150 Outlet-02 DT-8 8x8 150 Outlet-03 DT-8 8x8 150 Outlet-04 DT-8 8x8 Totals: - - 450 0 0 0 SYSTEM/UNIT: Existing RTU-West/FP-1B-52 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size Remark Nailor Series Fan Powered 35S-3 Honeywell FP_16_52 8 (0.3490) Filter 16x24x1 Pleat, ECM setting of 4.29vdc Existing RTU-West/FP-1B-52 Supply Outlet Summary Tested By: Chad Jowell Date: 4/25/2020 Term Box Test Data Design Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 200 CFM 100 CFM 100 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-6 6x6 100 Outlet-02 DT-6 6x6 100 Totals: - - 200 0 0 0 McKinstry Page 13 of 38 nstry Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-West/FP-1B-53 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size Remark Nailor Series Fan Powered 35S-4 Honeywell FP_1B_53 10 (0.5450) Filter 16x24x1 Pleat, ECM setting of 4.29vdc Existing RTU-West/FP-1B-53 Supply Outlet Summary Tested By: Chad Jowell Date: 4/25/2020 Term Box Test Data Design Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 200 CFM 100 CFM 100 CFM System/Unit Outlet Type Size LxW! D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-6 6x6 100 Outlet-02 DT-6 6x6 100 Totals: - - 200 0 0 0 SYSTEM/UNIT: Existing RTU-West/FP-2B-01 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_213_01 6 (0.1960) 509 Filter 14x16x1 Pleat, ECM setting of 1.87vdc Existing RTU-West/FP-2B-01 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 325 CFM 342 CFM 325 CFM 222 CFM 100 CFM 100 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-6 6x6 75 77 78 104 Outlet-02 DT-6 6x6 75 95 76 101 Outlet-03 DT-8 8x8 175 163 188 107 Totals: - - 325 335 342 105 McKinstry Page 14 of 38 For Th instry fe Of Tour Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-West/FP-2B-02 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_02 8 (0.3490) 1053 Filter 16x24x1 Pleat, ECM setting of 4.29vdc Existing RTU-West/FP-2B-02 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 525 CFM 550 CFM 525 CFM 529 CFM 125 CFM 125 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-6 6x6 100 63 108 108 Outlet-02 DT-6 6x6 100 69 110 110 Outlet-03 DT-6 6x6 75 101 76 101 Outlet-04 DT-6 6x6 100 103 96 96 Outlet-05 DT-8 8x8 150 161 160 107 Totals: - - 525 497 550 105 SYSTEM/UNIT: Existing RTU-West/FP-2B-16 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-5 Honeywell FP_2B_16 12 (0.7850) 2309 Filter 16x24x1 Pleat, ECM setting of 0.44vdc Existing RTU-West/FP-2B-16 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 425 CFM 530 CFM 425 CFM 431 CFM 75 CFM 75 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8X8 150 210 186 124 Outlet-02 DT-8 8X8 150 160 186 124 Outlet-03 DT-8 8X8 125 177 158 126 Totals: - - 425 547 530 125 McKinstry Page 15 of 38 nstry al Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: Existing RTU-West/FP-2B-17 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_17 10 (0.5450) 1723 Filter 16x24x1 Pleat, ECM setting of 1.78vdc Existing RTU-West/FP-2B-17 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 300 CFM 302 CFM 250 CFM 259 CFM 75 CFM 75 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8X8 175 166 Outlet-02 DT-8 8X8 125 136 Totals: - - 300 302 0 0 SYSTEM/UNIT: Existing RTU-West/FP-2B-47 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Remark Nailor Series Fan Powered 35SE-3 Honeywell FP_2B_47 6 (0.1960) 531 Filter 14x16x1 Pleat, ECM setting of 3.81vdc Existing RTU-West/FP-2B-47 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Fan Airflow Actual Fan Airflow Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 500 CFM 535 CFM 500 CFM 404 CFM 125 CFM 125 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. 0ut1et-01 DT-8 8X8 175 174 193 110 Outlet-02 DT-8 8X8 175 176 181 103 0utlet-03 DT-8 8X8 150 181 161 107 Totals: - - 500 J 531 535 107 McKinstry Page 16 of 38 nstry Of Om Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukvvila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01 Unit Data Unit Model Number RL-100 Test Data Design Airflow 31000 CFM Tested By: Chad Jowell Date: 4/28/2020 Test Pressure Design Total SP 6.21 in. wc SYSTEM/UNIT: New AHU-01/TU-1-01 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size Nailor Squeeze Box D3ORE Honeywell TU_1_01 10 (0.5450) New AHU-01/TU-1-01 Supply Outlet Summary Tested By: Chad Jowell Date: 4/27/2020 Term Box Test Data Design Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1000 CFM 1000 CFM 1000 CFM System/Unit Outlet Type Size LxW ID Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10x10 250 205 199 80 Outlet-02 DT-10 10x10 250 239 203 81 Outlet-03 DT-10 10x10 250 192 199 80 Outlet-04 DT-10 10x10 250 163 188 75 Totals: - - 1000 799 789 79 McKinstry Page 17 of 38 nstry Of bur Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01fTU-2-01 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_01 12 (0.7850) 1892 New AHU-01/TU-2-01 Supply Outlet Summary Tested By: Chad Jowell Date: 4/27/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1870 CFM 1792 CFM 630 CFM 630 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-12 12X12 470 436 455 97 Outlet-02 DT-12 12X12 470 468 441 94 Outlet-03 DT-12 12X12 470 325 435 93 Outlet-04 DT-12 12X12 470 424 461 98 Totals: - - 1880 1653 1792 95 SYSTEM/UN1T: New AHU-01/TU-2-02 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_02 9 (0.4420) 1098 New AHU-01fTU-2-02 Supply Outlet Summary Tested By: Chad Jowell Date: 4/27/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1220 CFM 1206 CFM 650 CFM 650 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final DK Outlet-01 DT-10 10X10 305 255 306 100 Outlet-02 DT-10 10X10 305 291 293 96 Outlet-03 DT-10 10X10 305 321 304 100 Outlet-04 DT-10 10X10 305 380 303 99 Totals: - - 1220 1247 1206 99 McKinstry Page 18 of 38 For Th instry ife Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-03 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_03 7 (0.2670) 636 New AHU-01/TU-2-03 Supply Outlet Summary Tested By: Chad Jowell Date: 4/27/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 730 CFM 724 CFM 410 CFM 410 CFM System/Unit Outlet Type Size LxW / 0 Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-12 12X12 365 315 348 95 Outlet-02 DT-12 12X12 365 337 376 103 Totals: - - 730 652 724 99 SYSTEM/UNIT: New AHU-01/TU-2-04 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_04 9 (0.4420) 1109 New AHU-01/TU-2-04 Supply Outlet Summary Tested By: Chad Jowell Date: 4/27/2020 Te ox Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1320 CFM 1280 CFM 720 CFM 720 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 330 293 317 96 Outlet-02 DT-10 10X10 330 332 335 102 Outlet-03 DT-10 10X10 330 231 319 97 Outlet-04 DT-10 10X10 330 300 309 94 Totals: - - 1320 1156 1280 97 McKinstry Page 19 of 38 For Th instry le Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-05 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU*2_05 9 (0.4420) 1075 New AHU-01/TU-2-05 Supply Outlet Summary Tested By: Chad Jowell Date: 4/27/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1320 CFM 1316 CFM 720 CFM 720 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-12 12X12 440 515 453 103 Outlet-02 DT-12 12X12 440 325 438 100 Outlet-03 DT-12 12X12 440 322 425 97 Totals: - - 1320 1162 1316 100 SYSTEM/UNIT: New AHU-01/TU-2-06 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU*2_06 4 (0.0870) 167 New AHU-01/TU-2-06 Supply Outlet Summary Tested By: Chad Jowell Date: 4/27/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 210 CFM 202 CFM 110 CFM 110 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DG-8 8X8 210 174 202 96 Totals: - - 210 174 202 96 McKinstry Page 20 of 38 nStrY le Ol Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-07 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell Tti2_07 8 (0.3490) 759 New AHU-01/TU-2-07 Supply Outlet Summary Tested By: Chad Jowell Date: 4/29/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 475 CFM 527 CFM 150 CFM 150 CFM System/Unit Outlet Type Size LAN / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 175 131 175 100 Outlet-02 DT-10 10X10 175 116 181 103 Outlet-03 DT-10 10X10 175 106 171 98 Totals: - - 525 353 527 100 SYSTEM/UNIT: New AHU-01/TU-2-08 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_08 10 (0.5450) 1398 New AHU-01/TU-2-08 Supply Outlet Summary Tested By: Chad Jowell Date: 4/29/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1470 CFM 1455 CFM 530 CFM 530 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Dlff. Outlet-01 DT-12 12X12 490 509 493 101 Outlet-02 DT-12 12X12 490 487 486 99 Outlet-03 DT-12 12X12 490 464 476 97 Totals: - - 1470 1460 1455 99 McKinstry Page 21 of 38 For Th instry fe Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01ITU-2-09 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_09 12 (0.7850) 1942 New AHU-01/TU-2-09 Supply Outlet Summary Tested By: Chad Jowell Date: 4/30/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1900 CFM 1887 CFM 650 CFM 650 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-12 12X12 475 411 448 94 Outlet-02 DT-12 12X12 475 488 497 105 Outlet-03 DT-12 12X12 475 441 459 97 Outlet-04 DT-12 12X12 475 414 483 102 Totals: - - 1900 1754 1887 99 SYSTEM/UNIT: New AHU-01/TU-2-10 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_10 8 (0.3490) 829 New AHU-01ITU-2-10 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 860 CFM 873 CFM 280 CFM 280 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-12 12X12 430 362 434 101 Outlet-02 DT-12 12X12 430 379 439 102 Totals: - - 860 741 873 102 McKinstry Page 22 of 38 nstry e Of Mar ilallding Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-11 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_11 8 (0.3490) 799 New AHU-01/TU-2-11 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1020 CFM 1005 CFM 360 CFM 360 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-12 12X12 510 404 504 99 Outlet-02 DT-12 12X12 510 354 501 98 Totals: - - 1020 758 1005 99 SYSTEM/UNIT: New AHU-01/TU-2-12 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_12 8 (0.3490) 889 New AHU-01/TU-2-12 Supply Outlet Summary Tested By: Chad Jowell Date: 4/27/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1080 CFM 1106 CFM 780 CFM 780 CFM System/Unit Outlet Type Size LxW / 0 Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 270 263 272 101 Outlet-02 DT-10 10X10 270 237 275 102 Outlet-03 DT-10 10x10 270 137 285 106 Outlet-04 DT-10 10x10 270 190 274 101 Totals: - • 1080 827 1106 102 McKinstly Page 23 of 38 For Th instry le Of Your Building Air Handling Unit PROJECT: CeilNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01ITU-2-13 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_13 12 (0.7850) 1904 New AHU-01/TU-2-13 Supply Outlet Summary Tested By: Chad Jowell Date: 4/27/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 2080 CFM 2069 CFM 1500 CFM 1500 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 260 199 277 107 Outlet-02 DT-10 10X10 260 136 267 103 Outlet-03 DT -10 10x1 0 260 327 252 97 Outlet-04 DT-10 10x10 260 277 246 95 Outlet-05 DT-10 10x10 260 277 247 95 Outlet-06 DT-10 10x10 260 309 259 100 Outlet-07 DT-10 10x10 260 139 241 93 Outlet-08 DT-10 10x1 0 260 165 280 108 Totals: - - 2080 1829 2069 99 McKinstry Page 24 of 38 For Th instry le Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01ITU-2-14 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_14 12 (0.7850) 2072 New AHU-01/TU-2-14 Supply Outlet Summary Tested By: Chad Jowell Date: 4/28/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1920 CFM 1901 CFM 1460 CFM 1460 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 240 259 238 99 Outlet-02 DT-10 10X10 240 188 250 104 Outlet-03 DT-10 10X10 240 217 227 95 Outlet-04 DT-10 10X10 240 301 235 98 Outlet-05 DT-10 10X10 240 282 237 99 Outlet-06 DT-10 10X10 240 284 234 98 Outlet-07 DT-10 10X10 240 227 248 103 Outlet-08 DT-10 10X10 240 229 232 97 Totals: - - 1920 1987 1901 99 McKinstry Page 25 of 38 instry 01 Tour Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-15 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_15 10 (0.5450) 1488 New AHU-OUTU-2-15 Supply Outlet Summary Tested By: Chad Jowell Date: 4/28/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1800 CFM 1860 CFM 1330 CFM 1330 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 225 345 219 97 Outlet-02 DT-10 10X10 225 168 235 104 Outlet-03 DT-10 10X10 225 213 235 104 Outlet-04 DT-10 10X10 225 173 236 105 Outlet-05 DT-10 • 10X10 225 176 235 104 Outlet-06 DT-10 10X10 225 205 220 98 Outlet-07 DT-10 10X10 225 180 247 110 Outlet-08 DT-10 10X10 225 442 233 104 Totals: - - 1800 1902 1860 103 McKinstry Page 26 of 38 instry Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-16 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_16 12 (0.7850) 1902 New AHU-01/TU-2-16 Supply Outlet Summary Tested By: Chad Jowell Date: 4/28/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1840 CFM 1814 CFM 1330 CFM 1330 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 230 279 223 97 Outlet-02 DT-10 10X10 230 360 228 99 Outlet-03 DT-10 10X10 230 126 232 101 Outlet-04 DT-10 10X10 230 135 228 99 Outlet-05 DT-10 10X10 230 118 225 98 Outlet-06 DT-10 10X10 230 123 212 92 Outlet-07 DT-10 10X10 230 224 241 105 Outlet-08 DT-10 10X10 230 234 225 98 Totals: - - 1840 1599 1814 99 SYSTEM/UNIT: New AHU-01/TU-2-17 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_17 9 (0.4420) 1089 New AHU-01/TU-2-17 Supply Outlet Summary Tested By: Chad Jowell Date: 4/28/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1320 CFM 1305 CFM 1060 CFM 1060 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Die. Outlet-01 DT-12 12X12 440 475 416 95 Outlet-02 DT-12 12X12 440 314 445 101 Outlet-03 DT-12 12X12 440 403 444 101 Totals: - - 1320 1192 1305 99 McKinstry Page 27 of 8 For Th instry fe Ot Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary a5„a2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-18 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_18 9 (0A420) 1212 New AHU-01/TU-2-18 Supply Outlet Summary Tested By: Chad Jowell Date: 4/28/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. 0ut1et-01 DT-10 10X10 335 408 338 101 0ut1et-02 DT-10 10X10 335 308 324 97 0ut1et-03 07-10 10X10 335 263 316 94 0ut1et-04 07-10 10X10 335 356 350 104 Totals: - - 1340 1335 1328 99 1340 CFM 1328 CFM 1000 CFM 1000 CFM SYSTEM/UNIT: New AHU-01/TU-2-19 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_19 12 (0.7850) 2059 New AHU-01/TU-2-19 Supply Outlet Summary Tested By: Chad Jowell Date: 4/29/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 2160 CFM 2177 CFM 1540 CFM 1540 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. 0utlet-01 DT-12 12X12 360 475 369 103 Outlet-02 DT-12 12X12 360 327 365 101 0ut1et-03 DT-12 12X12 360 307 383 106 0ut1et-04 DT-12 12X12 360 307 363 101 Outlet-05 DT-12 12X12 360 238 355 99 0utlet-06 DT-12 12X12 360 637 342 95 Totals: - - 2160 2291 2177 101 McKinstry Page 28 of 38 Far Ili mstry Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-20 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_20 10 (0.5450) 1418 New AHU-01/TU-2-20 Supply Outlet Summary Tested By: Chad Jowell Date: 4/29/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 1530 CFM 1511 CFM 1100 CFM 1100 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Di . Outlet-01 DT-12 12X12 385 636 376 98 Outlet-02 DT-12 12X12 385 203 391 102 Outlet-03 DT-12 12X12 385 302 358 93 Outlet-04 DT-12 12X12 385 396 386 100 Totals: - - 1540 1537 1511 98 SYSTEM/UNIT: New AHU-01/TU-2-21 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU221 5 (0.1360) 317 New AHU-01/TU-2-21 Supply Outlet Summary Tested By: Chad Jowell Date: 4/28/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 260 CFM 255 CFM 160 CFM 160 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff, Outlet-01 DT-10 10X10 260 212 255 98 Totals: - - 260 212 255 98 McKinstry Page 29 of 38 For Th instry le Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-22 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_22 8 (0.3490) 784 New AHU-01/TU-2.22 Supply Outlet Summary Tested By: Chad Jowell Date: 4/29/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 450 CFM 466 CFM 125 CFM 125 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 150 101 155 103 Outlet-02 DT-10 10X10 150 106 154 103 Outlet-03 DT-10 10X10 150 114 157 105 Totals: - - 450 321 466 104 SYSTEM/UNIT: New AHU-01ITU-2-23 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size Nailor Squeeze Box D3ORE Honeywell TU_2_23 8 (0.3490) New AHU-01/TU-2-23 Supply Outlet Summary Tested By: Chad Jowell Date: 4/25/2020 Term Box Test Data Design Max Primary Airflow Design Min Primary Airflow 840 CFM 690 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8X8 180 Outlet-02 DT-8 8X8 180 Outlet-03 DT-8 8X8 180 Outlet-04 DT-8 8X8 180 Outlet-05 DT-8 8X8 125 Totals: - - 845 0 0 0 McKinstry Page 30 of 38 nstry Or Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-24 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size Nailor Squeeze Box D3ORE Honeywell TU_2_24 7 (0.2670) New AHU-OIITU-2-24 Supply Outlet Summary Tested By: Chad Jowell Date: 4/25/2020 Term Box Test Data Design Max Primary Airflow 800 CFM Design Min Primary Airflow 580 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 310 Outlet-02 DT-8 8X8 185 Outlet-03 DT-10 10X10 310 Totals: - - _ 805 0 0 0 SYSTEM/UNIT: New AHU-01/TU-2-25 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size Nailor Squeeze Box D3ORE Honeywell TU_2_25 6 (0.1960) New AHU-01/TU-2-25 Supply Outlet Summary Tested By: Chad Jowell Date: 4/25/2020 Term Box Test Data Design Max Primary Airflow 410 CFM Design Min Primary Airflow 290 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8X8 205 Outlet-02 DT-8 8X8 205 Totals: - - 410 0 0 0 McKinstry Page 31 of 38 For Th instry le 01 Your flufidIng Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-26 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_26 7 (0.2670) 561 New AHU-01/TU-2-26 Supply Outlet Summary Tested By: Chad Jowell Date: 4/24/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 700 CFM 689 CFM 500 CFM 500 CFM System/Unit Outlet Type Size LxW! D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 350 302 341 97 Outlet-02 DT-10 10X10 350 266 348 99 Totals: - - 700 568 689 98 SYSTEM/UNIT: New AHU-01/TU-2-27 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size K Factor Nailor Squeeze Box D3ORE Honeywell TU_2_27 7 (0.2670) 655 New AHU-01/TU-2-27 Supply Outlet Summary Tested By: Chad Jowell Date: 4/29/2020 Term Box Test Data Design Max Primary Airflow Actual Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 400 CFM 403 CFM 175 CFM 175 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-8 8X8 75 94 79 105 Outlet-02 DT-8 8X8 125 81 129 103 Outlet-03 DT-8 8X8 125 96 125 100 Outlet-04 DT-8 8X8 75 94 70 93 Totals: - - 400 365 403 101 McKinstry Page 32 of 38 iistry Of Your Building Air Handling Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: New AHU-01/TU-2-28 Unit Data Manufacturer Box Type Model Number Controls Type VAV Address Box Inlet Size Nailor Squeeze Box D3ORE Honeywell TU_2_28 5 (0.1360) New AHU-01/TU-2-28 Supply Outlet Summary Tested By: Chad Jowell Date: 4/29/2020 Term Box Test Data Design Max Primary Airflow Design Min Primary Airflow Actual Min Primary Airflow 240 CFM 240 CFM 240 CFM System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. Outlet-01 DT-10 10X10 240 Totals: - - 240 0 0 0 McKinstry Page 33 of 38 nstry Of Your Building Fan Coil PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary as„<,zozo DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: FCU-1-01 Unit Data Unit Manufacturer MITSUBISHI Unit Model Number PKFY-P24-NKMU-E2 Motor Data Motor Type DC Motor Rated Volts 208 Volts Motor Phase 1 Motor FL Amps 0.50 Amps SYSTEM/UNIT: FCU-1-02 Unit Data Unit Manufacturer Unit Model Number MITSUBISHI PKFY-P24-NKMU-E2 Test Data Design Airflow 920 CFM Motor Data Motor Rated Volts 208 Volts Motor Phase 1 Motor FL Amps 0.50 Amps SYSTEM/UNIT: FCU-2-01 Unit Data Unit Manufacturer Unit Model Number MITSUBISHI PKFY-P24-NKMU-E2 Test Data Design Airflow 920 CFM Motor Data Motor Type DC Motor Rated Volts 208 Volts Motor Phase 1 Motor FL Amps 0.50 Arnps SYSTEM/UNIT: FCU-2-02 Unit Data Unit Manufacturer Unit Model Number MITSUBISHI PKFY-P24-NKMU-E2 Test Data Design Airflow 920 CFM Motor Data Motor Type DC Motor Rated Volts 208 Volts Motor Phase 1 Motor FL Amps 0.50 Amps McKinstry Page 34 of 38 For Th instry ile 01 Your Building Fan Coil PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: FCU-3-01 Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Filter Type Filter Qty - S1 Filter Size - S1 Mitsubishi PVA-A24AA7-1 97N00752 Washable 1 20x20x1 FCU-3-01 Supply Outlet Summary Tested By: Chad Jowell Date: 4/29/2020 Motor Data Motor Rated Volts 208/230 Volts Motor Phase 1 Motor Hertz 60 Hz Motor FL Amps 3.30 Amps System/Unit Outlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % Final Diff. 01) E243 Freezer/Storag e DT-14 14 800 Totals: - - 800 0 0 0 FCU-3-01 Return Inlet Summary System/Unit Inlet Type Size LxW / D Design Airflow Prelim Airflow % Prelim Diff. Final Airflow % Final Diff. 01) E243 Freezer/Storag e EC-2 400 02) E243 Freezer/Storag e EC-2 400 Totals: - - 800 0 0 0 0 McKinstry Page 35 of 38 Fan Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: EF-01 Unit Data Fan Manufacturer Fan Model Number GREENHECK tJSF-36 Test Data Design Airflow 20000 CFM EF-01 Exhaust Inlet Summary Motor Data Rated Airflow Capacity 20000 CFM Motor HP 20 HP Motor Rated Volts 460 Volts Motor Phase 3 System/Unit Inlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % of Design Inlet-01 Inlet-02 Inlet-03 Inlet-04 Inlet-05 Inlet-06 Inlet-07 Inlet-08 Inlet-09 Inlet-10 Totals: - - 0 0 0 0 SYSTEM/UNIT: EF-02 Unit Data Fan Manufacturer Fan Model Number GREENHECK VEKTOR-H-30 Test Data Design Airflow 11000 CFM EF-02 Exhaust Inlet Summary Motor Data Rated Airflow Capacity Motor HP Motor Rated Volts Motor Phase Brake Horse Power 11000 CFM 15 HP 460 Volts 3 13.97 BHP System/Unit Inlet Type Size LxW / D Design Airflow Prelim Airflow Final Airflow % of Design Inlet-01 ? 36x24 3667 Inlet-02 ? 36x24 3667 Inlet-03 ? 36x24 3667 4 Totals: - - 11001 0 0 0 McKinstry Page 36 of 38 nstry Yanr Buliding Fan Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/1 4/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: EF-03 Unit Data Fan Manufacturer Fan Model Number GREENHECK VEKTOR-H-9 TestData Design Airflow 1000 CFM EF-03 Exhaust Inlet Summary Motor Data Rated Airflow Capacity 1000 CFM Motor HP 2 HP Motor Rated Volts 460 Volts Motor Phase 3 Brake Horse Power 1.57 BHP System/Unit Inlet Type Size LiW / D Design Airflow Prelim Airflow Final Airflow % of Design Inlet-01 EAG 10x10 250 Inlet-02 EAG 10x10 250 Inlet-03 EAG 10x10 250 Inle -04 EAG 10x10 250 Totals: - - 1000 0 0 0 SYSTEM/UNIT: EF-09B Unit Data Fan Manufacturer Greenheck Fan Model Number USF-36-3-B4-00-01-01 Fan Serial Number 16141153 Tested By: Chad Jowell Date: 4/29/2020 Motor Data Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Nominal Efficiency Power Factor Baldor 256T 20 HP 1765 RPM 460 Volts 3 60 Hz 24.00 Amps 1.15 93 % 85 Sheave Data Motor Sheave MFG Motor Sheave Model Motor Sheave Bore Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line TBW 6.4xSB-SD 1 5/8 in. TBW 12.4x3B-SK 2 1/8 in. 3 BP 94 33 in. McKinstry Page 37 of 38 Fan Unit PROJECT: CellNetix LOCATION: Tukwila, WA PROJECT #: 118108-001 Preliminary 05/14/2020 DATE: 5/14/2020 CONTACT: AUTHOR: SYSTEM/UNIT: EF-10B Unit Data Fan Manufacturer Greenheck Fan Model Number VK-H-30-A150-X Fan Serial Number 161355511 Tested By: Chad Jowell Date: 4/29/2020 Motor Data Motor Manufacturer Baldor Sheave Data Motor Sheave MFG Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size TBW TBW VK-H-30 1.94 in. 3 BX90 SYSTEM/UNIT: EF-11B Unit Data Fan Manufacturer Greenheck Fan Model Number VK-H-9-M20-X Fan Serial Number 16135514 Tested By: Chad Jowell Date: 4/29/2020 Motor Data Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Nominal Efficiency Power Factor Baldor 145T 2 HP 3490 RPM 460 Volts 3 60 Hz 2.50 Amps 1.15 86 % 88 Sheave Data Motor Sheave MFG Motor Sheave Model Motor Sheave Bore Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line TBW 2BK50 7/8 in. TBW VK-H-9 1.00 in. 2 AX44 16 3/8 in. McKinstry Page 38 of 38 � instry fe Of Your Building City of Tukwila Mechanical Permit Reference: Pennit#M19-0174 Project name: CELLNET|X Project address: 12501 East Marginal Way S Tukwila, WA Permit Revisions: RECEIVED �K�����TH�t�|�� ,�,. . _~, .____.__ v� DEC� � �=~��� ��� � PERMIT CENTER The following revisions have been made tothe project Mechanical plans to bring them into alignment with updated Architectural plans. We have dated these revisions as 12/12/2019: Sheet � Revision Description � M'001 Updated Mechanical Index M_00I Removed elevator machine room assumptions from BOD.Revised split system capacity to 2tons. Added grossing station connection criteria toBOD. Added freezer room 2-ton split system to scope of work in BC}D. Added replacing controls for existing rooftop unit and exhaust fan toBOD. K8-005 Revised AHUheat recovery coil control valve toa 3-way valve. K4-006 Added fume exhaust pressure differential transmitter to controls diagram. Removed freeze stattemp sensor from heat recovery control diagram. Replaced 2'xvaycontrol valve with balancing valve onheat recovery control diagram. Added hydroniccoil piping details. K4'OO7 Removed TU'2'2Sfrom Freezer/Storage room onMechAir Riser Diagram Corrected fume hood CF&4on��echAir Riser Diegrarnto ����������� atc,r�`��~^`~-~~ FOR ~~`~~~~~ ~~^`~^ L--'-' APPROVED M'008 Mechanical Pressurization Plan added todrawing set. W1'O6O TU-2-25remnovedfnonmscope. �������0 �«�on��^ ���w FP-213-44 changed status from Existing to Relocate. ` Area/System Served for TU'1'O1revised. City of Tukwila BUILDING ������������ ~~^~^~^^~``'-- —' - ~'-~ FP-18'S4added�oscope� ^ K4-061 Air Handling Unit Schedule updated tomatch approved submittal. Added Piping and Air Side Vibration Isolation schedules tosheet. Revised equipment tags to align with existing building numbering system. Updated Pan Schedule specific notes. Heat Recovery Coil Schedule revised tmatch approved submittal. Updated vibration isolation schedules, Added Motorized Damper Schedule. _ M'062 Updated ' |itS t Schedule tonnat h approved submittal. p �p Systemc app u . Revised equipment tags to align with existing building numbering system. Updated Pump Schedule tnmatch approved submittal. Added Fire Damper Schedule. Level 2 fire dampers removed from Fire Damper Schedule/ based onupdated wall ratings inArchitectural drawings. Updated FD'1'2 damper dimensions. K4'111 Updated General Note C to include type EC-2 Grilles and added General Note E and F. Removed F[U'1'2from scope. Not needed. Revised ductwork for new elevator and machine room layout. Moved TU'1'O1tostockroom VVl0S.Revised ductwork accordingly. Revised hazmatexhaust riser location. Split Ce||Netix(gray area) tenant space from adjacent tenant space, Added FP'18' 54toscopetofeednannainingSAGinannthertenantspace. VM'lZl Revised 8"fume exhaust location per architectural update. Removed exhaust ductvvorkfrom room Mothers VVZ14.Previously shown as restroom. Added supply air toOffice VV21D. Added General Note Eand F. Added Key Note 10. Revised haznnatexhaust riser location. Added motorized dampers to exhaust systems. Removed fire dampers, walls are nolonger fire rated. Added ductwork for future grossing stations. K4-12Z Revisions to Freezer/Storage room, removed TU-1-25 and added FCU-3-1 to provide required cooling. Revised FP'38'33 location. Revised FP'2B~44|ocation. Added General Note Eand F. Corrected FP'28'O3toshow asa new location for relocated box. M'l3l Updated model to accurately reflect equipment sizes per approved submittals. Relocated EF'118tomatch revised shaft location. Revised equipment tags to align with existing building numbering system. Added Structural background tomodel. KA'13Z Revised equipment tags to align with existing building numbering system. Added CU-413 to scope to serve Freezer/Storage room FCU. 35224\Building Department rcop000ea.dou 2 &qD111 Revised Demo plan to separate tenant spaces. MD122 Revised plan toshow FP'38'34asDemo. Mp4O0 Added enlarged plan 6/K4P4OO. Added CU'48toscope. Removed FCU'1-2from scope. Relocated F[U'1'1per updated architectural drawings. Revised piping layout inenlarged plan ]/MP4UO Updated Enlarged Roof Plan to accurately reflect equipment sizes per approved submittals. Revised equipment tags tOalign with existing building numbering system. Please call 08with any questions that you may have 8t2O8-832-8421. DaOial Ma Senior Mechanical Engineer K8CKiOstn/CO. 35224\Buik6ogDcpartnucnt rcopoovco.doc STRUCTURAL CALCULATIONS Project #: 19-060-02 Cellnetix TI: MEP Roof Support 12501 E Marginal Way S Tukwila, WA 98168 for SABArchitects October 14, 2019 Alict orN REVIEWED FOR CODE COMPLIANCE APPROVED OCT 28 9 City of Tukwila UILDING DIVISION RECEIVED CITY OF TUYWILA OCT 15 2019 PERMIT CENTER 1201 First Avenue South, Suite 310 i Seattle, Washington 98134 i 206-402-5156 I www.lundopsahl.com PROJECT DESCRIPTION This project scope includes the support of miscellaneous roof equipment on an existing steel framed roof. The units are intended to be supported on a raised steel platform that is bears on the existing steel columns. For lateral support, the raised platform is considered to be a knee -braced ordinary moment frame with unlimited height (ASCE 7-10 Table 15.4-1) where R=1, 0=1, Cd=1. Cellnetix 12501 E Marginal Way S, Tukwila, WA 98168, USA Latitude, Longitude: 47.490775, -122.28727300000003 Sabey Data Centers - Intergate.Seattle USCIS Application Support Center Google Date Design Code Reference Document Risk Category ' Site Class Mc Breen Daphne G ippon° Real .i OSHPD 9 Rosso Gardens S 126th St S 126th St s 126th St y Map data ©2019 1Type Value Description SS 1.507 MCER ground motion. (for 0.2 second period) Si 0.565 MCER ground motion. (for 1.0s period) SMS 1.507 Site -modified spectral acceleration value I i SM1 0.848 Site -modified spectral acceleration value SDS 1.005 Numeric seismic design value at 0.2 second SA SD1 0.565 Numeric seismic design value at 1.0 second SA 8/21/2019, 4:12:56 PM ASCE7-10 Il D - Stiff Soil Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fs, 1.5 Site amplification factor at 1.0 second PGA 0.627 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.627 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.507 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.607 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.545 Factored deterministic acceleration value. (0.2 second) S1RT 0.565 Probabilistic risk -targeted ground motion. (1.0 second) Si UH 0.614 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. Si D 1.236 Factored deterministic acceleration value. (1.0 second) PGAd 1.352 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.938 Mapped value of the risk coefficient at short periods Project Subject Client Designer www.lundopsahl.com I Tel:206.402,5156 Sheet Page No. Project No. Date Project Subject _ Client Designer www.lundopsahl.com 1 Tel:206.402.5156 Sheet Pale No. Project No. Date_ Lie. #: KW-06004202 Licensee : LUND OPSAHL LLC Description : Steel Joist 1 CODE REFERENCES Calculations per A1SC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending D(0.204) VV17x26 Span = 30.0 ft Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT intemally calculated and added Uniform Load : D = 0,0340 ksf, Tributary Width = 6.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.890 : 1 Maximum Shear Stress Ratio = W12x26 Section used for this span 32.130 k-ft Vu : Applied 36.092 k-ft Vn * Phi : Allowable +1.40D+1.60H 15.000ft Span # 1 0.000 in Ratio = 0,000 in Ratio = 0.631 in Ratio = 0.000 in Ratio = Load Combination Location of maximum on span Span # where maximum occurs 0 <360 0 <360 570 >=240 0 <240 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Summary of Moment Values max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Design OK 0.051 : 1 W12x26 4.284 k 84.180 k +1.40D+1k0H 0.000 ft Span # 1 Summary of Shear Values VuMax Vnx Phi*Vnx +1.40D+1.60H Dsgn. L = 30.00 ft +1.20D+0.50Lr+1.60L+1.60H Dsgn. L = 30.00 ft +1.20D+1.60L+0.508+1.60H Dsgn. L = 30,00 ft +1.20D+1.60Lr+0,50L+1.60H Dsgn. L = 30.00 ft +1.20D+1,60Lr+0.50W+1.60H Dsgn. L = 30.00 ft +1.20D+0.50L+1.60S+1.60H Dsgn. L = 30.00 ft +1.20D+1.60S+0.50W+1.60H Dsgn. L = 30.00 ft +1.20D+D.50Lr+0.50L+W+1.60H Dsgn. L = 30.00 ft +1.20D+-0.50L+0,50S+W+1.60H Dsgn, L = 30.00 ft +1.20D+0,50L+0.20S+E+1.60H Dsgn. L = 30.00 ft +0.90D+W+0,90H Dsgn. L = 30.00 ft +0.90D+E+0.90H Dsgn. L = 30.00 ft 1 0.890 1 0.763 1 0.763 1 0.763 1 0.763 1 0.763 1 0.763 1 0.763 1 0,763 1 0.763 1 0.572 1 0.572 0.051 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.044 0.033 0.033 32.13 27.54 27.54 27.54 27.54 27.54 27.54 27,54 27.54 27.54 20.66 20.66 32.13 40.10 27.54 40.10 27.54 40.10 27.54 40.10 27.54 40.10 27.54 40.10 27.54 40.10 27.54 40,10 27.54 40.10 27.54 40.10 20.66 40.10 20,66 40.10 36.09 1.14 1.00 4.28 84.18 84.18 36.09 1.14 1.00 3.67 84.18 84.18 36.09 1.14 1.00 3,67 84.18 84.18 36.09 1.14 1.00 3.67 84.18 84.18 36.09 1.14 1.00 3.67 84.18 84.18 36.09 1.14 1.00 3.67 84.18 84.18 36.09 1.14 1.00 3.67 84.18 84.18 36.09 1.14 1.00 3.67 84.18 84.18 36.09 1.14 1.00 3.67 84.18 84.18 36.09 1.14 1.00 3.67 84.18 84.18 36.09 1,14 1.00 2.75 84.18 84.18 36.09 1.14 1.00 2.75 84.18 84.18 Lic. # : KW-06004202 Licensee : LUND OPSAHL LLC Description : Steel Joist 1 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only 1 0.6313 15.086 Vertical Reactions Support notation : Far left is #1 0.0000 0.000 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.060 3.060 Overall MINimum 1.836 1.836 +D+H 3.060 3.060 +D+L+H 3.060 3.060 +D+Lr+H 3.060 3.060 +D+S+H 3.060 3.060 +D+0.750Lr+0.750L+H 3.060 3.060 +D+0.750L+0.750S+H 3.060 3.060 +D+0.60W+H 3.060 3.060 +D+0.70E+H 3.060 3.060 +D+0.750Lr+0.750L+0.450W+H 3.060 3.060 +D+0.750L+0.750S+0.450W+H 3.060 3.060 +D+0.750L+0.7505+0.5250E+H 3.060 3.060 +0.600+0.60W+0.60H 1.836 1.836 +0.60D+0.70E+0.60H 1.836 1.836 D Only 3.060 3.060 Lr Only L Only S Only W Only E Only H Only +D+H 3.060 3.060 +D+L+H 3.060 3.060 +D+Lr+H 3.060 3.060 +D+S+H 3.060 3.060 +D+0.750Lr+0.750L+H 3.060 3.060 +D+0.750L+0.750S+H 3.060 3.060 +D+0.60W+H 3.060 3.060 +D+0.70E+H 3.060 3.060 +D+0.750Lr+0.750L+0.450W+H 3.060 3.060 +D+0.750L+0.750S+0.450W+H 3.060 3.060 Steel Beam Lic. # : KW-06004202 Licensee : LUND OPSAHL LLC Description : Steel Joist 2 CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties _ Analysis Method : Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending D(6r 12) Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi W12x35 Span = 31.0 ft Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load: D=6.120k@18.0ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.890 : 1 W12x26 32.130 k-ft 36.092 k-ft +1.40D+1.60H 15.000ft Span # 1 0.000 0.000 0.631 0.000 in in in in Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios 0 <360 0 <360 570 >=240 0 <240 Design OK 0.051 : 1 W12x26 4.284 k 84.180 k +1.40D+1.60H 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx Overall Maximum Deflections Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 0.0000 Values in KIPS 0.000 Lic. #: KW-06004202 Licensee : LUND OPSAHL LLC Description : Steel Joist 3 CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Load Resistance Factor Design Beam Bracing: Completely Unbraced Bending Axis : Major Axis Bending (3 06) Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi W12x26 Span = 31.0 ft Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : D = 3.060 k @ 18.0 ft Service loads entered. Load Factors will be applied for calculations. DESIGN SUMMARY Maximum Bending Stress Ratio = 0.764: 1 Section used for this span W12x26 Mu : Applied 32.301 k-ft Mn * Phi : Allowable 42.289 k-ft Load Combination +1.40D+1.60H Location of maximum on span 17.980ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.538 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 0 <360 0 <360 691 >=240 0 <240 Design OK 0.030 : 1 W12x26 2.487 k 84.180 k +1.40D+1.60H 18.069 ft Span # 1 Load Combination Max Stress Ratios Summary of oment Values Segment Length Span # M V max Mu + max Mu - Mu Max Summary of Shear Values Mnx Phi*Mnx Cb Rm VuMax Vnx Rhininx +1.40D+1.60H Dsgn. L = 30.91 ft 1 0.764 0.030 32.30 Dsgn. L = 0.09 ft 1 0.002 0.030 0.22 +1,20D+0.50Lr+1.60L+1.60H Dsgn. L = 30.91 ft 1 0.655 0.025 27.69 Dsgn. L = 0.09 ft 1 0,001 0.025 0.19 +1.20D+1.60L+0.50S+1.60H Dsgn. L = 30.91 ft 1 0.655 0.025 27.69 Dsgn. L 0.09 ft 1 0.001 0.025 0.19 +1.20D+1.60Lrt0.50L+1.60H Dsgn. L = 30.91 ft 1 0.655 0.025 27.69 Dsgn. L = 0.09 ft 1 0.001 0.025 0.19 +1.20D+1.60Lr+0.50W+1.60H Dsgn. L = 30.91 ft 1 0.655 0.025 27.69 Dsgn. L = 0.09 ft 1 0.001 0.025 0.19 +1,20D+0.50L+1.60S+1.60H Dsgn. L = 30.91 ft 1 0.655 0.025 27.69 Dsgn. L = 0.09 ft 1 0,001 0.025 0.19 +1.20D+1.60S+0,50W+1.60H Dsgn. L = 30.91 ft 1 0.655 0.025 27.69 Dsgn. L = 0.09 ft 1 0.001 0.025 0.19 +1.20D+0.50Lr+0.50L+W+1.60H Dsgn. L = 30.91 ft 1 0.655 0.025 27.69 32.30 46.99 42.29 1.38 1.00 2.49 84.18 84.18 0.22 155.00 139.50 1.00 1.00 2.49 84,18 84.18 27.69 46.99 42.29 1,38 1.00 2.13 84.18 84.18 0.19 155.00 139.50 1.00 1.00 2.13 84.18 84.18 27.69 46.99 42.29 1.38 1.00 2.13 84.18 84.18 0.19 155.00 139.50 1.00 1.00 2,13 84.18 84.18 27.69 46.99 42.29 1.38 1.00 2.13 84.18 84.18 0.19 155.00 139.50 1.00 1.00 2.13 84.18 84.18 27.69 46.99 42.29 1.38 1.00 2.13 84.18 84.18 0.19 155.00 139.50 1.00 1.00 2.13 84.18 84.18 27.69 46.99 42.29 1.38 1.00 2.13 84.18 84.18 0.19 155.00 139.50 1.00 1.00 2,13 84.18 84.18 27.69 46.99 42.29 1.38 1.00 2.13 84.18 84.18 0.19 155.00 139.50 1.00 1.00 2,13 84.18 84.18 27.69 46.99 42.29 1.38 1.00 2.13 84.18 84.18 Lic. #: KW-06004202 Licensee : LUND OPSAHL LLC Description : Load Combination Segment Length oist 3 Max Stress Ratios Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx Summary of Moment Values Summary of Shear Values Dsgn, L 0.09 ft 1 0.001 0.025 0.19 +1.20D+0.50L+0.50S+W+1.60H 0.19 155.00 139.50 1.00 1.00 2.13 84.18 84.18 Dsgn. L = 30.91 ft 1 0.655 0.025 27.69 27.69 46.99 42.29 1.38 1.00 2.13 84.18 84.18 Dsgn. L = 0.09 ft 1 0.001 0.025 0.19 0.19 155.00 139.50 1.00 1.00 2.13 84.18 84.18 +1.20D+0.50L+0.20S+E+1.60H Dsgn. L = 30.91 ft 1 0.655 0.025 27.69 27.69 46.99 Dsgn. L = 0.09 ft 1 0.001 0.025 0.19 0.19 155.00 +0.90D+W+0.90H Dsgn. L = 30.91 ft 1 0.491 0.019 20.77 20.77 46.99 42.29 1.38 1,00 1.60 84.18 84.18 Dsgn. L = 0.09 ft 1 0.001 0.019 0,14 0,14 155.00 139,50 1.00 1.00 1,60 84.18 84.18 +0.90D+E+0.90H Dsgn. L = 30,91 ft 1 0.491 0.019 20.77 20,77 46.99 42,29 1,38 1.00 1.60 84.18 84.18 Dsgn. L = 0.09 ft 1 0.001 0.019 0,14 0,14 155.00 139.50 1.00 1.00 1.60 84.18 84.18 Overall Maximum Deflections 42.29 1.38 1.00 139.50 1.00 1.00 2.13 84.18 84.18 2.13 84.18 84.18 Load Combination Span Max. "2 Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only Vertical Reactions Load Combination 1 0.5381 16.297 0.0000 Support 1 Support 2 Support notation : Far left is #1 Values in KIPS 0.000 Overall MAXimum 1,283 1.777 Overall MINimum 0.770 1.066 +D+H 1.283 1.777 +D+L+H 1.283 1.777 +D+Lr+H 1.283 1.777 +D+S+H 1.283 1.777 +D+0,750Lr+0.750L+H 1.283 1.777 +D+0.750L+0.750S+H 1.283 1.777 +D+0.60W+H 1.283 1.777 +D+0,70E+H 1.283 1.777 +D+0.750Lr+0.750L+0.450W+H 1.283 1.777 +D+0.750L+0.750S+0.450W+H 1.283 1.777 +D+0.750L+0.750S+0.5250E+H 1.283 1.777 +0.60D+0.60W+0.60H 0.770 1.066 +0.60D+0.70E+0.60H 0.770 1.066 D Only 1.283 1.777 Lr Only L Only S Only W Only E Only H Only +D+H 1.283 1.777 +D+L+H 1.283 1.777 +D+Lr+H 1.283 1.777 +D+S+H 1.283 1.777 +D+0.750Lr+0.750L+H 1.283 1.777 +D+0.750L+0.750S+H 1.283 1.777 +D+0.60W+H 1,283 1.777 +D+0.70E+H 1.283 1.777 +D+0.750Lr+0.750L+0.450W+H 1.283 1.777 +D+0,750L+0.750S+0.450W+H 1.283 1.777 Steel Beam Lic. # : KW-06004202 Licensee : LUND OPSAHL LLC Description : HR/EF Suppo CODE REFERENCES oist Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending D(0.084) Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi W12x26 Span =31.0ft Applied Loads Beam self weight NOT internally calculated and added Uniform Load : D = 0.0280 ksf, Tributary Width = 3.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.407: 1 W12x26 14.127 k-ft 34.706 k-ft +1.40D+1.60H 15.500ft Span # 1 0.000 in 0.000 in 0.296 in 0.000 in Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length 0 <360 0 <360 1255 >=240 0 <240 Design OK 0.022 : 1 W12x26 1.823 k 84.180 k +1.40D+1.60H 0.000 ft Span # 1 Summary of Moment Values Span # M V max Mu + max Mu - Mu Max Summary of Shear Values Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx +1.40D+1.60H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft + 1.20 D+0.50 L r+ 1.6 0 L+1.60 H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft +1.20D+1.60 L+0.50S+1.60H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft +1.20D+1.60Lr+0.50 L+1.60H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft +1.20D+1.60Lr+0.50W+1.60 H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft +1.20 D+0.50 L+1.60S+1.60 H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft +1.20D+1.60S+0.50W+1.60H Dsgn. L = 30.91 ft 1 Dsgn. L = 0.09 ft 1 +1.20 D+0.50Lr+0.50L+W+1.60H Dsgn. L = 30.91 ft 1 Dsgn. L = 0.09 ft 1 0.407 0.022 14.13 14.13 38.56 34.71 0.001 0.022 0.16 0.16 155.00 139.50 0.349 0.019 12.11 12.11 38.56 34.71 0.001 0.019 0.14 0.14 155.00 139.50 0.349 0.019 12.11 12.11 38.56 34.71 0.001 0.019 0.14 0.14 155.00 139.50 0.349 0.019 12.11 12.11 38.56 34.71 0.001 0.019 0.14 0.14 155.00 139.50 0.349 0.019 12.11 12.11 38.56 34.71 0.001 0.019 0.14 0.14 155.00 139.50 0.349 0.019 12.11 12.11 38.56 34.71 0.001 0.019 0.14 0.14 155.00 139.50 0.349 0.019 12.11 12.11 38.56 34.71 0.001 0.019 0.14 0.14 155.00 139.50 0.349 0.019 12.11 12.11 38.56 34.71 0.001 0.019 0.14 0.14 155.00 139.50 1.14 1.00 1.82 84.18 84.18 1.00 1.00 1.82 84.18 84.18 1.14 1.00 1.56 84.18 84.18 1.00 1.00 1.56 84.18 84.18 1.14 1.00 1.56 84.18 84.18 1.00 1.00 1.56 84.18 84.18 1.14 1.00 1.56 84.18 84.18 1.00 1.00 1.56 84.18 84.18 1.14 1.00 1.56 84.18 84.18 1.00 1.00 1.56 84.18 84.18 1.14 1.00 1.56 84.18 84.18 1.00 1.00 1.56 84.18 84.18 1.14 1.00 1.56 84.18 84.18 1.00 1.00 1.56 84.18 84.18 1.14 1.00 1.56 84.18 84.18 1.00 1.00 1.56 84.18 84.18 Lic. # KW-06004202 Licensee : LUND OPSAHL LLC Description: Load Combination Segment Length HRJEF Support Joist Max Stress Ratios Summary of Moment Values Summary of Shear Values Span # M V max Mu + max Mu - Mu Max Mnx Phi'Mnx Cb Rm VuMax Vnx Phi*Vnx +1.20D+0.50L+0.50S+W+1.60H Dsgn. L = 30.91 ft 1 0.349 0.019 12.11 12.11 38.56 34,71 1.14 1.00 1.56 84.18 84.18 Dsgn. L = 0.09 ft 1 0.001 0.019 0.14 0.14 155.00 139.50 1.00 1.00 1.56 84.18 84.18 +1,20D+0.50L+0.20S+E+1.60H Dsgn. L = 30.91 ft 1 0.349 0.019 12,11 12.11 38.56 34,71 1.14 1.00 1.56 84.18 84.18 Dsgn. L = 0.09 ft 1 0.001 0.019 0.14 0.14 155.00 139.50 1.00 1.00 1.56 84.18 84,18 +0.90D+W+0.90H Dsgn, L = 30.91 ft 1 0.262 0.014 9.08 9.08 38.56 34.71 1.14 1,00 1.17 84.18 84.18 Dsgn. L = 0.09 ft 1 0.001 0.014 0.10 0.10 155.00 139.50 1.00 1.00 1.17 84.18 84.18 +0.90D+E+0.90H Dsgn. L = 30.91 ft 1 0.262 0.014 9.08 9,08 38.56 34.71 1.14 1.00 1.17 84.18 84,18 Dsgn. L = 0.09 ft 1 0.001 0.014 0.10 0.10 155.00 139,50 1.00 1.00 1.17 84.18 84.18 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only Vertical Reactions Load Combination 1 0.2964 15.589 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support2 Overall MAXimum 1.302 1.302 Overall MiNimum 0.781 0.781 +D+H 1.302 1.302 +D+L+H 1.302 1.302 +D+Lr+H 1,302 1.302 +D+S+H 1,302 1.302 +D+0.750Lr+0.750L+H 1.302 1.302 +D+0.750L+0.750S+H 1.302 1.302 +D+0.60W+H 1.302 1.302 +D+0.70E+H 1.302 1.302 +D+0.750Lr+0.750L+0,450W+H 1,302 1.302 +D+0.750L+0.750S+0.450W+H 1.302 1.302 +D+0.750L+0.750S+0.5250E+H 1.302 1.302 +0.60D+0.60W+0.60H 0.781 0.781 +0.60D+0,70E+0.60H 0.781 0.781 D Only 1.302 1.302 Lr Only L Only S Only W Only E Only H Only +D+H 1.302 1.302 +D+L+H 1,302 1.302 +D+Lr+H 1.302 1.302 +D+S+H 1.302 1.302 +D+0.750Lr+0.750L+H 1.302 1.302 +D+0,750L+0.750S+H 1.302 1.302 +D+0.60W+H 1.302 1.302 +D+0,70E+H 1.302 1.302 +D+0,750Lr+0.750L+0.450W+H 1.302 1.302 +D+0.750L+0,7505+0.450W+H 1,302 1,302 Lic. #: KW-06004202 Licensee : LUND OPSAHL LLC Description : HRIEF Support Beam CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending D(0 58) D(Or58) Fy : Steel Yield: E: Modulus : 50.0 ksi 29,000.0 ksi D(0r58) D(0 58) F W12x26 Span = 31.0 ft Applied Loads Beam self weight NOT intemally calculated and added Load(s) for Span Number 1 Point Load : D = 0.580 k @ 15.50 ft Point Load : D = 0.580 k @ 18.50 ft Point Load: D = 0.580 k @ 28.0 ft Point Load : D 0.580 k @ 31.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.332 : 1 W12x26 12.586 k-ft 37.947 k-ft +1.40D+1.60H 15.500ft Span # 1 0.000 in 0.000 in 0.236 in 0.000 in Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations 0 <360 0 <360 1574 >=240 0 <240 Design OK 0.019 : 1 W12x26 1.624 k 84.180 k +1.40D+1.60H 28.077 ft Span # 1 Load Combination Max Stress Ratios Summary of Moment Values Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Summary of Shear Values Cb Rm VuMax Vnx Phi*Vnx +1.40D+1.60H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft +1.20D+0.50Lr+1.60L+1.60H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft +1.20D+1,60L+0.50S+1.60H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft +1.20D+1.60Lr+0.50L+1.60H Dsgn. L = 30.91 ft Dsgn. L = 0.09 ft +1.20D+1.60Lr+0.50W+1.60H Dsgn. L = 30.91 ft 1 0.332 1 0.001 1 0.284 1 0.001 1 0.284 1 0.001 1 0.284 1 0.001 1 0.284 0.019 12.59 12.59 42.16 37.95 1.24 1.00 1.62 84.18 84.18 0.019 0.14 0.14 155.00 139.50 1.00 1.00 1.62 84.18 84.18 0.017 10.79 10.79 42.16 37.95 1.24 1.00 1.39 84.18 84.18 0.017 0.12 0.12 155.00 139.50 1.00 1.00 1.39 84.18 84.18 0.017 10.79 10.79 42.16 37,95 1.24 1.00 1.39 84.18 84.18 0.017 0.12 0.12 155.00 139.50 1.00 1.00 1.39 84.18 84.18 0.017 10.79 10.79 42.16 37.95 1.24 1.00 1.39 84.18 84.18 0.017 0.12 0.12 155.00 139.50 1.00 1.00 1.39 84.18 84.18 0.017 10.79 10.79 42.16 37.95 1.24 1.00 1.39 84.18 84.18 LIc. # : KW-06004202 Licensee : LUND OPSAHL LLC Description : Load Combination Segment Length HR/EF Support Beam Span # Max Stress Ratios M V 0.001 Dsgn. L = 0.09 ft 1 +1.20D+0.50L+1,60S+1.60 H Dsgn. L = 30.91 ft 1 Dsgn. L = 0.09 ft 1 +1,200+1.60S+0.50W+1,60H Dsgn. L = 30.91 ft 1 Dsgn. L = 0.09 ft 1 +1.20 D+0.50Lr+0.50L+W+1.60H Dsgn. L = 30.91 ft 1 Dsgn. L = 0,09 ft 1 +1.20D+0.50L+0.50 S+W+1.60H Dsgn. L = 30.91 ft 1 Dsgn. L = 0.09 ft 1 +1,20D+0.50L+0.20S+E+1.60H Dsgn. L = 30.91 ft 1 Dsgn. L = 0.09 ft 1 +0.90D+W+0.90H Dsgn. L = 30.91 ft 1 Dsgn, L= 0.09ft 1 +0.900+E+0.90H Dsgn. L = 30.91 ft 1 Dsgn. L = 0.09 ft 1 Summary of Moment Values max Mu + max Mu - Mu Max Mnx Phi'Mnx Cb Rm Summary of Shear Values VuMax Vnx Phi'Vnx 0.017 0.12 0.12 155.00 139.50 1.00 1.00 1.39 84.18 84.18 0.284 0.017 10.79 10.79 42.16 37.95 1.24 1.00 1.39 84.18 84.18 0.001 0.017 0.12 0.12 155.00 139.50 1.00 1.00 1.39 84.18 84.18 0.284 0.017 10.79 10.79 42.16 37.95 1.24 1.00 1.39 84,18 84.18 0.001 0.017 0.12 0,12 155.00 139.50 1.00 1.00 1.39 84.18 84.18 0.284 0.017 10.79 10,79 42.16 37.95 1.24 1.00 1.39 84.18 84.18 0.001 0.017 0.12 0,12 155.00 139.50 1.00 1,00 1.39 84,18 84.18 0,284 0.017 10.79 10,79 42.16 37.95 1.24 1.00 1.39 84.18 84.18 0.001 0.017 0.12 0,12 155.00 139.50 1.00 1.00 1.39 84.18 84.18 0.284 0.017 10.79 10.79 42,16 37.95 1,24 1.00 1.39 84.18 84.18 0.001 0.017 0.12 0.12 155.00 139.50 1.00 1.00 1.39 84.18 84.18 0.213 0.012 8.09 8.09 42,16 37.95 1.24 1.00 1.04 84.18 84.18 0.001 0.012 0.09 0.09 155.00 139.50 1.00 1.00 1.04 84.18 84.18 0.213 0.012 8.09 8.09 42,16 37.95 1.24 1.00 1.04 84.18 84.18 0.001 0.012 0.09 0.09 155.00 139.50 1.00 1.00 1.04 84.18 84.18 Overall Maximum Deflections Load Combination Span Max. "= Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only 1 0.2364 Vertical Reactions Load Combination Support 1 Support 2 16.120 Support notation : Far left is #1 0,0000 Values in KIPS 0.000 Overall MAXimum Overall MlNimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0,750S+H +D+0.60W+H +D+0.70E+H +0+0.750Lr+0,750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750 L+0.750S+0.5250 E+H +0.60D+0.60W+0.60H +0,60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0,7505+0.450W+H 0.580 0.348 0.580 0.580 0.580 0.580 0.580 0.580 0.580 0.580 0.580 0.580 0.580 0.348 0.348 0.580 1.740 1.044 1.740 1.740 1.740 1.740 1,740 1.740 1.740 1.740 1.740 1.740 1.740 1.044 1.044 1.740 0.580 1.740 0.580 1.740 0.580 1.740 0.580 1.740 0.580 1.740 0.580 1.740 0.580 1.740 0.580 1.740 0.580 1.740 0,580 1.740 Project CLiLA•iET) $. 1-1 Subject (el Client SPIceA Designer 4 (24 www.lundopsahl.com I Tel:206.402.5156 Sheet Page No. Project No. Date DE:reszmINE. &.) cwpetr.{ m- ire P ¢r C£) UcwGS ( •=e-Cr 1(9i cAr &., `t' = 11 3 h2 - Is' 'Pa 6Z 229 t 2 NAse 193011"- 229 NSS `BON(I/4. (=4(, t A- �3 ►-L t.,..=4 KAAT (R ( -r ) ;01 14- 1.(O A4} ; 12 9 IL. Project CE N ETtx Subject _ CE,`� Client vjE-.? a►T Designer 04 www.Iundopsahl.com I Tel:206.402.5156 BY INSPECITON, (E) COLUMN IS OK SINCE TOTAL UNIT WEIGHTS « 89 k Sheet Page No. Project No, Date Envelope Only Solution Lund Opsahl KRA 18-027-01 Cellnetix Platform Frames MODEL Oct 12, 2019 at 6:21 PM Platform Frames.r3d Protect _ Subjett Client Designer www,lundopsahl.com Tel:206.402.5156 Sheet Page No. Project No. Date 45. t4,<.01 (14f-ON 1 `'‘4'% N'W f'<T4- yt 11< ( x MF -2_ \ (2- 0 34 DIT-R- it si2( s ‘cp-r It3,4I2,s I ComPanY : Lund Opsahl • IRISA 0 JobNumber : KRA : 18-027-01 A NEMETSCHEK COMPANY Model Name : Cellnetix Platform Frames Oct 12, 2019 6:23 PM Checked By. Hot Rolled Steel Properties Label E Iksi1 G Fksi Nu Therm (11... Densit k/f... Yield ksi Fu Fk si Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND _29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 G r. B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr. B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Joint Coordinates and Temperatures Label XFft1 Ylft Z Fft TemoFF Detach From Diaphragm 1 Ni 0 0 0 0 2 N2 0 31 0 0 3 N3 0 0 4 0 4 N4 0 31 4 0 5 N5 -15 0 0 0 6 N6 -15. 30 0 0 7 N7 -15 60 0 0 8 N8 -15 0 4 0 9 N9 -15 30 4 0 10 N10 -15 60 4 0 11 N11 0 0 2 0 12 N12 0 1.5 4 0 13 N13 0 29.5 4 0 14 N14 0 31 2 0 15 N15 -15 0 2 0 16 N16 -15 1.5 4 0 17 N17 -15 28.5 4 0 18 N18 -15 30 2 0 19 N19 -15 58.5 4 0 20 N20 -15 60 2 0 21 N21 -15 31.5 4 0 Joint Boundary Conditions Joint Label X /in Y Ik/in Z k/in X Rot. k-ft/ra Y Rot. k-ft/ra Z Rot. k-ft/rad 1 N5 Reaction Reaction Reaction 2 N6 Reaction Reaction Reaction 3 N7 Reaction Reaction Reaction 4 N1 Reaction Reaction Reaction 5 N2 Reaction Reaction Reaction 6 N3 Reaction 7 N4 Reaction 8 N8 Reaction 9 N9 Reaction 10 N10 Reaction RISA-3D Version 16.0.4 [SA...1...\Engineer\Calcs\Mech Unit Support\ Platform Pram es.r3c1] Page 1 I Company : Lund Opsahl IRISA . JDoebsiDesigner : KRA Number : 18-027-01 A NEMETSCHEIC COMPANY Model Name : Cellnetix Platform Frames Oct 12, 2019 6:23 PM Checked By Member Primary Data Label I Joint J Joint K Joint Rotate de i / 1 M1 N8 N9 Beam-N/S Beam Wide Flange A992 Typical 2 M2 N9 N10 Beam-N/S Beam Wide Flange A992 Typical 3 M3 N3 N4 Beam-E/VV Beam Wide Flange A992 Typical Typical 4 M4 N5 N8 Col Column Tube A500 Gr.B Rect 5 M5 N6 N9 Col Column Tube A500 Gr.B Rect Typical Typical Typical 6 M6 N7 N10 Col Column Tube A500 Gr.B Rect 7 M7 N1 N3 Col Column Tube A500 Gr.B Rect 8 M8 N2 N4 Col column Tube A500 Gr.B Rect Typical 9 M9 N11 N12 Brace 1VBrace Double Angle A36 G . 6 Typical 10 M10 N14 N13 Brace VBrace DoubleAngle A36 Gr.36 Typical 11 M11 N15 N16 Brace VBrace Double Angle A36 Gr.36 Typical 12 M12 N18 N17 Brace VBrace Double Angie A36 Gr.36 Typical Typical 13 M13 N18 N21 Brace VBrace Double Angle A36 Gr.36 14 M14 N20 N19 Brace VBrace Double Angle A36 Gr.36 Typical Hot Rolled Steel Design Parameters Label Shape Lenathfffl Lbvvlf Lbzz ft Lcomp top[ftl Lcomo bot L-toro. K Kzz Cb u t 1 M1 B -WS 30 15 Lbyy te 2 3 M2 Bearn-N/S 30 15 Lbyy Lateral M3 Beam-EM/ 31 15 Lbyy 4 M4 CoI 4 Lateral 5 M5 Col 4 Lateral 6 M6 Co 4 Lateral 7 M7 Col4 Lateral 8 M8 Cd 9 M9 Brace 2.5 Lateral 10 M10 Brace 2.5 Lateral 11 M11 Brace 2.5 Lateral 12 M12 Brace 2.5 Lateral 13 M13 Brace 2.5 Lateral 14 M14 ; Brace 2.5 Laterat Joint Loads and Enforced Displacements (BLC 1 : Eq) 1 Joint Label N3 N8 L,D ,M L Direction Y Y MagnitudeRk k-ft) (in,rad), (k*s^2/f... 12.06 15.5 Basic Load Cases BLC Description Cate or X GravityY GravityZ Gravitv Joint nt i 1 Eq EL 2 2 D DL 3 RISA-3D Version 16.0.4 [S:\...\...\Engineer\Calcs\Mech Unit Support\Platform Frames.r3d] Page 2 Company IIIRISA Designer Job Number A NEMETSCHEK COMPANY Model Name : Lund Opsahl : KRA : 18-027-01 : Cellnetix Platform Frames Oct 12, 2019 6:23 PM Checked By. Load Combinations 1 Description Solve PDelta SRSS BLC Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... IBC 16-5 Yes Y DL 1.2 Sds*DL .2 EL 1 LL .5 LLS 1 2 IBC 16-7 Yes DL .9 Sds*D L -.2 EL 1 Envelope Joint Reactions Joint X LC LC Z fk LC MX ik-ftl LC MY f k-ftl LC MZ f k-ftl LC 1 N5 max 0 1 -.562 1 2.905 1 0 1 0 1 0 1 2 min 0 1 -2.467 2 .909 2 0 1 0 1 0 1 3 N6 max 0 1 -7.215 1 9.009 1 0 1 0 1 0 1 4 min 0 1 -7.216 2 4.54 2 0 1 0 1 0 1 5 N7 max 0 1 -5.817 2 4.982 1 0 1 0 1 0 1 6 min 0 1 -7.723 1 2.981 2 0 1 0 1 0 1 7 N 1 max 0 1 1.006 1 1.663 1 0 1 0 1 0 1 8 min 0 1 -2.55 2 .049 2 0 1 0 1 0 1 9 N2 max 0 1 -9.51 2 15.242 1 0 1 0 1 0 1 10 min 0 1 -13.066 1 8.386 2 0 1 0 1 0 1 11 N3 max 0 1 0 1 0 1 0 1 0 1 0 1 12 min 0 1 0 1 0 1 0 1 0 1 0 1 13 N4 max 0 1 0 1 0 1 0 1 0 1 0 1 14 min 0 1 0 1 0 1 0 1 0 1 0 1 15 N8 max 0 1 0 1 0 1 0 1 0 1 0 1 16 min 0 1 0 1 0 1 0 1 0 1 0 1 17 N9 max 0 1 0 1 0 1 0 1 0 1 0 1 18 min 0 1 0 1 0 1 0 1 0 1 0 1 19 N10 max 0 1 0 1 0 1 0 1 0 1 0 1 20 min 0 1 0 1 0 1 0 1 0 1 0 1 21 Totals: max 0 1 -27.56 2 33.801 1 22 min 0 1 -27.56 1 16.864 2 Envelope Member Section Forces Member Sec Mallkl LC v Shearl LC z Shear... LC Torques.. LC v-v Mo... LC z-z Mo... LC 1 M1 1 max 18.004 2 7.55 2 0 1 0 1 0 1 0 1 2 min 16.099 1 4.515 1 0 1 0 1 0 1 0 1 3 2 max 14.938 1 .788 1 0 1 0 1 0 1 -12.804 2 4 min 13.033 2 -.149 2 0 1 0 1 0 1 -16.249 1 5 3 max 14.938 1 -1.202 2 0 1 0 1 0 1 -7.738 2 6 min 13.033 2 -1.324 1 0 1 0 1 0 1 -14.241 1 7 4 max 14.938 1 -2.256 2 0 1 0 1 0 1 5.232 2 8 min 13.033 2 -3.436 1 0 1 0 1 0 1 3.612 1 9 5 max .035 2 19.318 1 0 1 0 1 0 1 0 1 10 min -3.642 1 14.092 2 0 1 0 1 0 1 0 1 11 M2 1 max 7.259 2 3.165 2 0 1 0 1 0 1 0 1 12 min 3.59 1 -2.011 1 0 1 0 1 0 1 0 1 13 2 max 7.723 1 1.353 1 0 1 0 1 0 1 -8.193 2 14 min 5.817 2 .179 2 0 1 0 1 0 1 -9.851 1 15 3 max 7.723 1 -.759 1 0 1 0 1 0 1 -5.587 2 16 min 5.817 2 -.874 2 0 1 0 1 0 1 -12.079 1 17 4 max 7.723 1 -1.928 2 0 1 0 1 0 1 4.924 2 18 min 5.817 2 -2.871 1 0 1 0 1 0 1 1.537 1 RISA-3D Version 16.0.4 [S:\...\...\Engineer\Calcs\Mech Unit Support\Platform Frames.r3d] Page 3 Company Opsahl Des igmer KRA IIIRISA JobNumbor � 18�27�1 Model Name CellnetixPlatform Frames Oct 12.2019 6:23PM Checked By Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear... LC Torciuer.. LC v-y Mo... LC z-z Mo... LC 19 5 ma:-58O5 2 15.076 1 O 1 0 1 O 1 D 1 20 min -773 1 12.575 2 0 1 O 1 U 1 0 1 21 yN3 1 mo«14.034 2 0879 2 O 1 0 1 0 1 U 1 22 min 11.055 1 -.958 1 0 1 O 1 O 1 O 1 23 2 mo«13.UG0 1 1.662 1 O 1 0 1 O 1 '8.853 1 24 min 9.51 2 .047 2 0 1 O 1 0 1 -18813 3 � 25 3 mu«13.OG8 1 1.682 1 O 1 0 1 0 1 '10-978 2 28 min 9.51 2 .047 2 O 1 O 1 U 1 '21'837 1 27 4 ma»13.0O8 1 -2.862 2 O 1 0 1 0 1 -5'402 2 20 min 9.51 3 -4.168 1 0 1 O 1 O 1 -22'812 1 29 5 max -8.554 2 19.604 1 O 1 O 1 O 1 0 1 30 min-13.2O4 1 17.067 2 O 1 O 1 O 1 O 1 31 M4 1 max 2.905 1 2.473 2 O 1 0 1 0 1 U 1 32 min .809 2 .578 1 O 1 O 1 O 1 U 1 33 2 max 2.905 1 2.473 2 O 1 O 1 O 1 `578 1 34 min .908 2 .578 1 O 1 O 1 O 1 -2.473 2 35 3 max 7.482 2 2.473 2 O 1 O 1 U 1 -1.155 1 30 min 4.438 1 .578 1 O 1 O 1 O 1 -4.945 2 37 4 max 7.482 2 -.578 1 O 1 U 1 O 1 -.578 1 38 min 4.438 1 -2.473 2 O 1 D 1 O 1 -2.473 2 39 5 max 7.482 2 -.578 1 O 1 O 1 0 1 O 1 40 min 4.438 1 -2.473 2 D 1 O 1 O 1 O 1 41 M5 1 max 9.008 1 7.277 1 D 1 U 1 U 1 O 1 42 min 4.54 2 7.247 2 0 1 O 1 O 1 0 1 43 2 max 8.008 1 7.277 1 0 1 U 1 O 1 -7.247 2 44 min 4.54 2 7.247 2 0 1 U 1 O 1 -7.277 1 46 3 mox-1O.943 2 7.277 1 1 0 1 U 1 O 1 '14.484 2 40 min -21.342 | 7.247 2 U 1 O 1 D 1 -14.554 1 47 4 mox'1O.848 2 -7.247 2 O 1 U 1 O 1 -7.247 2 48 min -21342 1 -7.277 1 0 1 O 1 D 1 '7.277 1 49 5 max'1O.943 2 -7.247 2 U 1 U 1 U 1 O 1 50 min -21.3*2 1 -7.277 1 O 1 O 1 O 1 D 1 51 K80 1 max 4.882 1 7.757 1 U 1 O 1 O 1 D 1 52 xd^ 2.881 2 5.835 2 D 1 O 1 O 1 O 1 53 2 ma: 4.982 1 7.757 1 O 1 O 1 U 1 -5835 2 54 min 3.981 2 5.835 2 O 1 O 1 O 1 -7.757 1 55 3 max'1o.585 2 7.757 1 U 1 U 1 O 1 -11.67 2 56 min -15.682 i 5.835 2 O 1 O 1 O 1 -15.513 1 57 4 max'12.585 2 -5.835 2 U 1 U 1 U 1 -5.835 2 58 min -15.682 1 -7.757 1 0 1 O 1 0 1 -7.757 1 59 5 max-12.585 2 -5.835 2 O 1 O 1 O 1 U 1 60 min -15.682 1 -7.757 1 O 1 O 1 O 1 O 1 01 M7 1 max 1.883 1 2.55 2 U 1 U 1 O 1 U 1 82 min D49 2 -1.001 1 O 1 O 1 O 1 O 1 03 2 max 1.883 1 2.55 2 U 1 U 1 O 1 1.001 1 64 min .049 2 -1.001 1 O 1 O 1 O 1 -2.55 2 85 3 max 8.832 2 2.55 2 U 1 U 1 U 1 2.003 1 86 min 1.663 1 1.001 1 O 1 O 1 O 1 -5.1 2 07 4 m»« 0.832 2 1.001 1 U 1 U 1 O 1 1.001 1 68 min -.999 1 -2.55 2 O 1 O 1 O 1 -2.55 2 GS 5 max 6.832 2 1.001 1 U 1 U 1 O 1 O 1 70 min -.999 1 | -2.55 2 0 1 0 1 0 1 0 1 Corn pan y Opsahl Des �mnr � KRA IIRISAJobNumbo, � 10'027�1 Model Name CollnofixPlatform Frames Oct12.2O1g V:23PW Checked By. Envelope Member Section Forces (ContinuecO Member Sec A)dalfkl LC y Shear[kj LC z Shear... LC Torque[.. LC Y-Y Mo... LC z-z Mo... LC M8 1 mu: 13.17O �00� O O 1 D 1 61 7� | min 8.386 9.571 2 O 1 O 1 O 1 3 2 MM 15242 13`176 0 _0 U 1 O 1 -9.571 2 74 8`�0� 8��71 0 O 1 O � '1�176 1 75 3 _ '1[Vs5 13.178 _ O O 1 O _ ��142 2 7 '1an«� 9.571 0 O 1 0 '26.352 1 '17.065 49.571 O O 1 O -9.5-1 2 78 '1n.644 -13.178 O 0 1 0 1 '13.170 1 79 '17-085 �N�� -9.571 0 O 1 O 1 0 1 80 '19.644 1 -13.170 O O 1 U 0 1 81 yNS 3.336 O O 0 1 O ���� O 1 82 -0.501 8 O O 1 0 1 O 1 83 3.330 O D ���� O 1 0 1 O 1 84 -8.501 M O O 1 O 1 O 1 0 1 85 3 max 3.338 1 O U 1 0 1 O 1 O 1 88 87M 08 min -8.501 2 O U 1 O 1 O 1 0 1 4 MM 3.330 1 O O 1 O 1 D 0 1 -0.501 2 O 1 U 0 1 O O 1 89 5 3338 1 0 1 0 0 1 O O 1 90 -8.501 O 1 O 1 O 1 D O 91 43.671H O = U 1 O 1 U O 93 OM 31.799M O 1 0 1 0 1 0 0 1 93 �����43.6711 1 O O 1 O 1 0 U 1 94 CM31.7S9 2 O 0 1 O 1 O 0 1 95 3 mu«43.671 1 O O 1 O 1 O 0 1 SO min 31.788 2 O O 1 O 1 O O 1 97 4 = 43.671 0 1 0 O 1 O O 1 98 010 31.799 O 1 O O 1 O D 1 98 ���143.671 O O 1 O 1 O 1 8 1 100 31.798 2 O O 1 0 1 O 0 1 101 1 -1.924 1 O O 1 O 1 O O i 102 -8.241 2 0 O 1 0 1 O O 1 103 2 -1.824 1 O O 1 O 1 U O 1 104 M�� -8.241 2 O U U 1 U 0 1 105 ___ 3 m»«-1.g24 1 O 0 O 1 O 0 1 108 min -8.241 U O U 1 O 8 1 107 4 = -1.924 O 0 O 1 O 1 O 1 108 -8241 U O 1 O 1 O U 1 109 5 -1.924 O O 1 0 1 O O 1 110 M3-8.241 O 0 1 O 1 O 1 O 1 .111 K412 1 max 31.04 1 D 0 1 0 1 O 1 112 min 21.717 2 O O 1 O so 1 O 1 113 2 max 31 O 0 1 U 1 0 1 8 1 114 1 2 O O 1 0 1 O 1 W 1 31.04 D 0 1 O 1 O 1 O 1 116 O 0 M O 1 0 1 O 1 @31.04 0 0 1 O 1 O = O 1 118 21.717 O 1 D 1 0 1 O 1 O 1 119 5 rM 31.04 O 0 1 O 1 O O 1 120 0 21.717 3 O O 1 0 1 0 0 1 6.869 1 O U O 1 O 1 0 1 gm -2.388 2 0 0 0 1 0 = 0 1 Company : Lund Opsahl IluRus. Job NDesigner : KRA umber 18-027-01 ANEMETSCHEKCOMPANY Model Name : Cellnetix Platform Frames Oct 12, 2019 6:23 PM Checked By. Envelope Member Section Forces (Continued) Member Sec Mallkl LC v Shear ] LC z Shear... LC Tor ouer... LC v-v Mo... LC z-z Mo... LC 123 2 max 6.869 1 0 1 0 1 0 1 0 1 0 1 124 min -2.398 2 0 1 0 1 0 1 0 1 0 1 125 3 max 6.869 1 0 1 0 1 0 1 0 1 0 1 126 min -2.398 2 0 1 0 1 0 1 0 1 0 1 127 _ 4 max 6.869 1 0 1 0 1 0 1 0 1 0 1 128 min -2.398 2 0 1 0 1 0 1 0 1 0 1 129 5 max 6.869 1 0 1 0 1 0 1 0 1 0 1 130 min -2.398 2 0 1 0 1 0 1 0 1 0 1 131 M14 1 max 25,803 1 0 1 0 1 0 1 0 1 0 1 132 min 19.425 2 0 1 0 1 0 1 0 1 0 1 133 2 max 25.803 1 0 1 0 1 0 1 0 1 0 1 134 min 19.425 2 0 1 0 1 0 1 0 1 0 1 135 3 max 25,803 1 0 1 0 1 0 1 0 1 0 1 136 min 19.425 2 0 1 0 1 0 1 0 1 0 1 137 4 max 25.803 1 0 1 0 1 0 1 0 1 0 1 138 min 19.425 2 0 1 0 1 0 1 0 1 0 1 139 5 max 25.803 1 0 1 0 1 0 1 0 1 0 1 140 min 19.425 2 0 1 0 1 0 1 0 1 0 1 Envelope AISC 14 • D Steel Code Checks Memb...Shape Code Check Locfftl LC Shear Check Locfftl ... LC phi*Pnc rk] phi*Pnt ...phi*M...phi*...Cb Ean 1 M1 W 12x.. , .538 28.438 1 .234 28.75 y 1 120.626 344.25 30.637 60....1.... H1... 2 M2 W 12x.. .388 28.438 1 .190 28.75 y 1 120.626 344.25 30.637 66.... 2,... H1... 3 M3 W12x.. .421. 29.385 1 .191 29.708 y 1 170.829 463.5 43.12577....1....H1... 4 M4 HSS6.. , .146 2 2 .040 0 y 2 210.863 216.936 38.64 38.641.... H1... 5 M5 HSS6.. .426 2 1 .119 0 y 1 210.863 216.936 38.64 38.641.... H1... 6 M6 HSS6.. .438 2 1 .126 0 1 210.863 216.936 38,64 38.641.... H1... 7 M7 HSS6.. .148 2 2 .042 0 y 2 210.863 216.936 38.6438.641....H1... 8 M8 HSS6.. .727 2 1 .215 0 y 1 210.863 216.936 3$.64 38.641.... H1... 9 M9 LL2.5... .045 0 2 .000 0 y 1 87.086 94.608 5.564 4.087 1 H1.., 10 M 10 LL2.5... .501 0 1 .000 0 y 1 87.086 94.608 5.5644.087 1 H1... 11 M11 LL2.5... .044 0 2 .000 0 y 1 87.086 94.608 5.564 4.087 1 H1... 12 M12 LL2.5... .356 0 1 .000 0 y 1 87.086 94.608 5.5644.087 1 H1... 13 M13 LL2.5... .079 0 1 .000 0 y 1 87.086 94.608 5.5644.087 1 H1... 14 M14 LL2.5... .296 0 1 .000 0 y 1 87.086 94.608 5.564 4.087 1 H1... RISA-3D Version 16.0.4 [S:\...\...\Engineer\Calcs\Mech Unit Support\Platform Frames.r3d] Page 6 ?EsNiiiT COORD CON PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0174 DATE: 12/20/2019 PROJECT NAME: CELLNETIX SITE ADDRESS: 12501 E MARGINAL WAY S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: tru, 0114) Building Division Public Works E MA gtv Fire Prevention Structural E Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable LJ (no approval/review required) DATE: 12/24/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 1/21/2020 Approved with Conditions E Denied (corrections entered in Reviews) (ie: Zoning Issues) 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 / .74,7'1WIT COORD COPYC PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0174 DATE: 10/15/2019 PROJECT NAME: CELLNETIX SITE ADDRESS: 12501 EAST MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ttgt Building Division • Public Works tuo gel\tol Fire Prevention Structural Lil Planning Division Permit Coordinator Li • PRELIMINARY REVIEW: Not Applicable El (no approval/review required) DATE: 10/15/19 Structural Review Required REVIEWER'S INITIALS: DATE: 111 APPROVALS OR CORRECTIONS: DUE DATE: 11/12/2019 Approved CI Approved with Conditions El Corrections Required 1 1 Denied (corrections entered in Reviews) (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: 0, ELLMET )C SITE ADDRESS: i2S-Of 6-• MOvAlliti-liiin 3 PERMIT NO: — 0 i 7 4- ORIGINAL ISSUE DATE: - REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS o Summary of Revision: 5 0 -r, CI Received by: REVISION NO. DATE DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please pr REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Sumrnary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tu!,zwilaWA,gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .124210 12 FA Plan Check/Permit Number: t-it - 0 n 0 Response to Incomplete Letter # 0 Response to Correction Letter # RECEIVED CITY OF TUKWILA DEC 2 0 2019 Revision # before Permit is Issued Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Ceti*, 5i1(it Project Address: 2-5) I E t1Ng7 kki Contact Person: r2CDEOLn— Summary of Revision: SeC V-e---SECAt-S Lerree PERMIT CENTER Phone Number: 20t0 - To -I Sheet Number(s): Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in TRAKiT on CALlsers\ Kandace-N\ AppDatiaocal \Microsoft \ Windows NiNetCache \Content.Outlook \QBS 8YWCARevision Submittal Form.doc Revised: August 2019 Home Espanol contact Search L&I Safety & Health Claims & Insurance Washington State Department of Labor & Industries A-Z Index Help My t.EO Workplace Rights Trades & Licensing MCKINSTRY CO LLC Owner or tradesperson Principals ALLEN, DEAN CHARLES, PARTNER/MEMBER Hagar, Joseph Donald, PARTNER/MEMBER PEDERSEN, JAMIE D, AGENT MOORE, DOUGLAS JAMES, PARTNER/MEMBER (End: 03/01/2018) ALLEN, DAVID EDWARD, PARTNER/MEMBER (End: 03/01/2018) TEPLICKY, JOSEPH WILLIAM, PARTNER/MEMBER (End: 03/01/2018) Doing business as MCKINSTRY CO LLC WA UBI No. 602 569 922 PO BOX 24567 SEATTLE, WA 98134 206-762.3311 KING County Business type Limited Liability Company 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. MCKINCL942DW Effective — expiration 03/16/2006— 03/16/2020 Bond WESTERN SURETY CO Bond account no. 929511574 $12, 000.00 Received by L&I Effective date 09/02/2010 09/09/2010 Expiration date Until Canceled Insurance Travelers Indemnity Company Th $2,000,000.00 Policy no. VTC2KC05643B901 IND18 Received by L&I Effective date Help us improve ABBREVIATIONS GENERAL AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AFC ABOVE FINISHED GRADE BHP BRAKE HORSEPOWER BOP BOTTOM OF PIPE BOT BOTTOM C/L CENTER LINE CLG CEILING CFM CUBIC FEET PER MINUTE CO CARBON MONOXIDE CO2 CARBON DIOXIDE CSR CURRENT SENSING RELAY DISCH DISCHARGE ON DOWN DS DISCONNECT SWITCH; DOOR SWITCH (E) EXISTING EA EACH EC ELECTRICAL CONTRACTOR; END CAP EP ELECTRICAL PANEL; END PLUG EPO EMERGENCY POWER OFF ESP EXTERNAL STATIC PRESSURE (F) FUTURE FA FIRE ALARM FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FLEX FLEXIBLE FUR FLOOR FP FIRE PROTECTION FTG FOOTING. GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR HP HORSEPOWER; HIGH PRESSURE HTG HEATING HTR HEATER LAW IN ACCORDANCE WITH ID INSIDE DIAMETERIDIMENSION IN WC INCHES WATER COLUMN MC MECHANICAL CONTRACTOR MFR MANUFACTURER MH MANHOLE MTD MOUNTED NIA NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN; NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHD OVERHEAD PERF PERFORATED POC POINT OF CONNECTION CITY QUANTITY (R) RELOCATED RCP REFLECTED CEILING PLAN REQD REQUIRED SECT SECTION SIM SIMILAR SPEC SPECIFICATION STD STANDARD TBD TO BE DETERMINED TI TENANTIMPROVEMENTS TOC TOP OF CONCRETE TOS TOP OF STEEL TSP TOTAL STATIC PRESSURE TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE W/ WITH W/o WITHOUT WC WATERCOLUMN WG WATER GAUGE PIPING IDENTIFICATION DUCTWORK ACCESSORIES GRILLE/REGISTER/DIFFUSER HVAC HVAC PROJECT SPECIFIC PROJECT SPECIFIC AC AIR CONDITIONING — — — — — — — — — — RETURN PIPING }�p� SUPPLY GRILLE AHU AIR HANDLING UNIT SUPPLY PIPING Iu CEILING SUPPLY AIR DIFFUSER BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT RETURN OR EXHAUST GRILLE CC COOLING COIL PIPING FITTINGS CEILING RETURN GRILLE CRU COMPUTER ROOM UNIT ORTRANSFERAIRGRILLE VOLUME DAMPER CT COOLING TOWER 6 TEE UP CV CONSTANTVOLUME TEE DOWN DB DUCT BOARD TEE ON W/ ELBOW Z CEILING EXHAUST GRILLE DIFF DIFFUSER b TEE UP W/ ELBOW MOTOR OPERATED DAMPER DMPR DAMPER 90' ELBOW UP n LINEAR DIFFUSER (CEILING) EA EXHAUST AIR D 90° ELBOW ON EAT ENTERING AIR TEMPERATURE CAP AIRFLOWMONITOR 0 LINEAR DIFFUSER (WALL) ECG EGGCRATE GRILLE EF EXHAUSTFAN UNION 0 LOUVER PLAN VIEW FLANGE FM FCU FAN COIL UNIT ® FLEX HOSE CONNECTION FD FIRE DAMPER Iry,V REMOTELY OPERATED VOLUME DAMPER FM FREQUENCY MODULATION DOUBLE BELLOWS FLEX CONNECTION (YOUNG REGULATOR OR APPROVED) FP FIRE PROTECTION; FAN POWERED 0 SINGLE BELLOWS FLEX CONNECTION LOUVER (ELEVATION VIEW) FSD COMBINATION FIRE/SMOKE DAMPER No. FLOW ARROW y FTU FAN TERMINAL UNIT D REDUCER GIRD GRILLE, REGISTER, DIFFUSER 1 / SLOPE SYMBOL BACK DRAFT DAMPER (� COORDINATE WITH CEILING APPURTENANCES, HVAC _ ANNOTATION HC HEATING COIL BREAK OR CONTINUATION SYMBOL HVAC HEATING, VENTILATION AND AIR CONDITIONING DOWN SPOUT NOZZLE I� FLEX CONNECTION EQUIPMENT / LOUVER TAG 'I CLEANOUT LAT LEAVING AIR TEMPERATURE ' LD LINEAR DIFFUSER MA MIXED AIR VALVES, FIRE DAMPER THROUGH WALL 2 t DESIGNATION MOD MOTOR OPERATED DAMPER; MODULATING MOTORIZED 2-WAY VALVE FD FD 1_ CONSECUTIVE MAU MAKE-UP AIR UNIT EQUIPUIPMENT# MUA MAKE-UP AIR q�MOTORIZED 3-WAY VALVE FIRE DAMPER THROUGH FLOOR 17rJ FLOOR OF EQUIP. PRESSURE REDUCING VALVE LOCATION CA OUTSIDE AIR CONTROL VALVE FIRE/SMOKE DAMPER THROUGH WALL OBD OPPOSED BLADE DAMPER RA RETURN AIR RELIEF VALVE S GRILLE REGISTER OR DIFFUSER TAG RAT RETURN AIR TEMPERATURE BALL VALVE FSD FSD TYPE CODE RTU ROOF TOP UNIT FIRFJSMOKE DAMPER THROUGH FLOOR � WIDTH 3-WAY GATE VALVE HEIGHT SA SUPPLY AIR ICI BUTTERFLY VALVE SWG-WxH SAT SUPPLY AIR TEMPERATURE DIAPHRAGM VALVE ® pp ACCESS DOORS x CFM SO SMOKE DAMPER; SMOKE DETECTOR CHECK VALVE _ SF SUPPLY FAN NEEDLE VALVE AD CFM SL SOUND LINED DK GLOBE VALVE SLSM SOUND LINED SHEET METAL 12x12 XSL ACOUSTICALLY LINED DUCT (X" THICK SM SHEET METAL GLOBE VALVE ANGLE SOUND LINING) SO SCREENED OPENING DIV GLOBE VALVE 3-WAY SIP STATIC PRESSURE D4 GATE VALVE R TG TRANSFER GRILLE lyl PLUG VALVE CHANGE OF ELEVATION RISE(R) DROP(D) TOD TOP OF DUCT Ivl BALANCING VALVE r BB VAV VARIABLE AIR VOLUME tj AUTOFLOWIV TURNING VANES VD VOLUME DAMPER PIPING ACCESSORIES r RETURN TRANS ERAIR SIDE AIR PIPING SUPPLY !TRANSFER AIR BD STEAM SLOWDOWN BP BACKFLOW PREVENTER PUMP CA COMPRESSEDAIR QMV CHWR CHILLED WATER RETURN MANUALAIRVENT DUCTWORK CHWS CHILLED WATER SUPPLY QAV CUPS CLEAN LOW PRESSURE STEAM AUTOMATIC AIR VENT CNDS CONDENSATE 4HAV CNDWR CONDENSER WATER RETURN HIGH CAPACITY AIR VENT RECTANGULAR DUCT CNDWS CONDENSER WATER SUPPLY SUPPLY AIR DUCT SHOCK ARRESTOR TURNING UP OR TOWARD DRAIN TANK OVERFLOW & DRAINS FS DTR DUAL TEMPERATURE RETURN RECTANGULAR DUCT DTS DUAL TEMPERATURE SUPPLY VB FLOW SWITCH 11SUPPLY AIR DUCT EWT ENTERING WATER TEMPERATURE VACUUM BREAKER 11 /\ TURNING DOWN OR AWAY Q FED FLUE CONDENSATE DRAIN PRESSURE GAUGE RECTANGULAR DUCTRETURN AIR DUCT FEED BOILER FEED WATER TURNING UP OR TOWARD FOP FUEL OIL FILL TEMPERATURE SENSOR FOR FUEL OIL RETURN RECTANGULAR DUCT FOS FUEL OIL SUPPLY RETURN AIR DUCT FOV FUEL OIL VENT TEMPERATURE INDICATOR I �i FM TURNING DOWN OR AWAY NATURAL GAS FLOW METER RECTANGULAR T 2# G NATURAL GAS - LOW PRESSURE, 2 PSI EXHAUST AIR DUCT 5# G NATURAL GAS- LOW PRESSURE, 5 PSI Y STRAINER WI BALL VALVE TURNING UP OR TOWARD GE GENERATOR EXHAUST = PIPE SLEEVE E= GFWR GEO - FIELD WATER RETURN RECTANGULAR DUCT GFWS GEO - FIELD WATER SUPPLY STEAM TRAP 1 % EXHAUST AIR DUCT GWR GROUND WATER RETURN TURNING DOWN OR AWAY GWS GROUND WATER SUPPLY T FETES PLUG HPC HIGH PRESSURE CONDENSATE l— SUCTION DIFFUSER W/ STRAINER ROUND DUCT HPS HIGH PRESSURE STEAM TURNING P OR T HWR HEATING WATER RETURN o REDUCED PRESSURE TURNING UP OR TOWARD HWS HEATING WATER SUPPLY BACKFLOWPREVENTOR ROUND DUCT SUPPLY AIR DUCT LPC LOW PRESSURE CONDENSATE i�(x TURNING DOWN OR LPG LOW PRESSURE ESSURESNEM INSTRUMENTATION AND CONTROLS LPS LOW PRESSURE STEAM AWAY LWT LEAVING WATER TEMPERATURE ROUND DUCT RETURN AIR DUCT MPC MEDIUM PRESSURE CONDENSATE QT -- � �� THERMOSTAT TURNING UP OR TOWARD MPS MEDIUM PRESSURE STEAM SENSOR ROUND DUCT PCW PROCESS COLD WATER RETURN AIR DUCT - PCWR PROCESS COOLING WATER RETURN CO CARBON MONOXIDE SENSOR PCWS PROCESS COOLING WATER SUPPLY 1� / TURNING DOWN OR PHW PROCESS HOT WATER CO2 CARBON DIOXIDE SENSOR ROUND DUCT AWAY PHWR PROCESS HOT WATER RETURN OCC OCCUPANCY SENSOR EXHUAST AIR DUCT RL REFRIGERATION LIQUID TURNING UP OR TOWARD RS REFRIGERATION SUCTION SD SMOKE DETECTOR ROUND DUCT RV SOFTENED VENT IIY TURNNGDOWN OR GENERAL INFORMATION SYMBOLS EXHAUST AIR DUCT SCW SOFTETENED COLD WATER SRV STEAM RELIEF VENT AWAY TOP TOP OF PIPE NEW MECHANICAL WORK OVAL DUCT SUPPLY AIR DUCT — — — — — — FUTURE TI SCOPE &NEW WORK OTHER THAN MECHANICAL TURNING UP OR TOWARD ® OVAL DUCT POINT OF CONNECTION x SUPPLY AIR DUCT ® POINT OF DEMOLITION TURNING DOWN OR AWAY G- CENTERLINE FLEXIBLE DUCT OX OX KEY NOTE REFERENCE PIPING RISER CALLOUT (CHWI HW) X PIPING RISER # PLAN NUMBER X SHEET NUMBER WHERE PLAN SHOWN DETAIL OR DIAGRAM NUMBER X SHEET NUMBER WHERE DETAIUDIAGRAM SHOWN X SECTION LETTER X SHEET NUMBER WHERE SECTION SHOWN X REVISION NUMBER- DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF CHANGE X DETAIL REFERENCE OUTLINE _ WITH NUMBER AND SHEET LOCATION 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. HVAC EQUIPMENT SHALL NOT BE SIZED LARGER THAN THE NEXT LARGEST SIZE BASED ON LOAD CALCULATION, WSEC C403.2.2. 5. OCCUPIED SPACES ARE MECHANICALLY VENTILATED. SYSTEMS ARE DESIGNED TO PROVIDE MINIMUM OUTSIDE AIR PER MECHANICAL CODE AND SHALL NOT EXCEED 150% CALCULATED VALUE, WSEC 403.2.6 & 403.2.11.4. 6. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. MECHANICAL SYSTEMS, EQUIPMENT AND CONTROL SHALL BE COMMISSIONED PER WSEC 408.2. B. COMMISSIONING PLAN IS REQUIRED TO BE PREPARED BY CERTIFIED COMMISSIONING PROFESSIONAL AND SUBMITTED TO THE AHJ PRIOR TO FIRST MECHANICAL INSPECTION, PER WSEC 408.12. INCLUDE NARRATIVE OF ACTIVITIES, RESPONSIBILITIES OF Cx TEAM, SCHEDULE OF ACTIVITIES AND CONFLICT OF INTEREST PLAN. a. PROVIDE SUMMARY OF REPORT OR COMPLIANCE CHECKLIST (SEE C408.1.4.2) AND PROVIDE TO OWNER PRIOR TO FINAL MECHANICAL INSPECTION. C. BALANCE SYSTEMS TO WITHIN TOLERANCES SPECIFIED. FIRST BALANCE TO MINIMIZE THROTTLING LOSSES THEN TO MEET DESIGN FLOW, WSEC 408.2.2. D. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER PER WSEC C103.6. E. PROVIDE MAINTENANCE MANUALS FOR ALL MECHANICAL EQUIPMENT, WSEC C103.6. F. PROVIDE OWNERS OPERATING PERSONNEL TRAINING FOR MECHANICAL EQUIPMENT, WSEC C103.6. G. PROVIDE WSEC COMPLIANCE FORMS AND CALCULATIONS, WSEC C103.6, 7. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2015INTERNATIONAL MECHANICAL CODE, 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN WSEC C403.2.8.1. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL SEISMIC TIE -DOWN INFORMATION AND BACK-UP CALCULATIONS ARE PROVIDED SEPARATELY. 11. REFER TO CIVIL DRAWINGS FOR UTILITY WORK 5'-0" BEYOND THE BUILDING LINE. 12. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT UNLESS SPECIFICALLY MARKED AS EXISTING, EXIST, OR (E). VICINITY MAP LEGAL DESCRIPTION PARCEL NUMBER: 734560-0580 NAME: INTERNATIONAL GATEWAY EAST MECHANICAL INDEX SHEET NO ALL DRAWINGS ARE INCLUDED IN EACH ISSUANCE, X INDICATES DRAWING SHEET REVISION. SHEET NAME � W w a a � � � � a a a w o o M-001 MECHANICAL LEGEND & ABBREVIATIONS X X X M-002 MECHANICAL B.O.D & SOUND CALCULATIONS X X M-003 MECHANICAL SPECIFICATIONS X - M-004 MECHANICAL SPECIFICATIONS X - - M-005 MECHANICAL CONTROLS X - X M-006 MECHANICAL CONTROLS X X X M-007 MECHANICAL DIAGRAMS X X X M.008 I MECHANICAL PRESSURIZATION PLAN - X X M-060 MECHANICAL SCHEDULES X X M-061 MECHANICAL SCHEDULES X X X M-062 MECHANICAL SCHEDULES X X X MD111 MECHANICAL DEMOLITION PLAN LEVEL 1 WEST X X MD121 MECHANICAL DEMOLITION PLAN LEVEL 2 WEST X MD122 MECHANICAL DEMOLITIONS PLAN LEVEL 2 EAST X X M-111 MECHANICAL PLAN LEVEL 1 WEST X X X M-121 MECHANICAL PLAN LEVEL 2 WEST X X X M-122 MECHANICAL PLAN LEVEL 2 EAST X X X M-131 MECHANICAL PLAN ROOF WEST X - X M-132 MECHANICAL PLAN ROOF EAST X X X MP400 ENLARGED PLANS X X X M-500 MECHANICAL DETAILS X LEGAL: RIVERTON ADD LOTS 17 THRU 26 & THE W 50 FT OF LOT 9 BLOCK 8 OF RIVERTON REPLAT TGW LOTS 9 THRU 24 OF BLOCK 7 TGW VACATED 37TH AVE SADJOINING BLOCK 7 & 8 UNDER VACATION ORDINANCE NO 1937 RECORDING NO 20001227002657 LESS PORTION OF LOTS 9 & 24 IN BLOCK 7 - BEGIN SW CORNER OF BLOCK 7 TH N 0146-02 E 400.41 FT TO POINT OF BEGINNING TH N 90-00-00 E 420.13 FT TO POINT ON WILY LINE OF BLOCK 8 & TERMINUS OF SAID LINE LESS PORTION LOTS 16 THRU 20 BLOCK 7, VACATED 37TH AVE S ADJOINING BLOCKS 7 & 8 AS VACATED BY ORDINANCE NO 1937 LY SLY AND OR WLY OF FOLLOWING DESCRIBED LINE BEGIN BE CORNER LOT 17 BLOCK 8 TH 01A - I S N 6 02 E 5 FT TO POINT ON LINE 5 FT NLY, MEASURED AT R/A, FROM S LINE OF BLOCK 7 & 8 AND POINT OF BEGINNING TH N 88.18-50 W 694.62 FT TO BEGIN OF CURVE CONCAVE TO NE WITH RADIUS OF 20 FT TH WILY & NLY ALONG ARC SAID CURVE THRU CIA 91-04-52 DISTANCE 31.79 FT TO POINT ON LINE 5 FT ELY, MEASURED AT R/A, FROM W LINE OF BLOCK 7 TH N 0146-02 E 178.17 FT TO POINT ON N LINE OF LOT 4 DONALDSON ADD EXTENDED ELY TO TERMINUS OF THIS LINE LESS LOT 17 THRU 24 BLOCK 7 PORTION OF REVISED LOT B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 027 RECORDING NO 200102211001777 GENERAL NOTES REVISIONS No ct:acges shall be made to the scope of work witnout P,,c' approval of the Tukwila Building Division, NOTE: Revisions will reoulre a new plan submittal and may include additional Dian review. S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION R,r L 0-9 �ve�iplt.Lt�A,': fiek .fit ,� t, SEPARATE PERMIT REQUIRED FOR: t Mechanical Ef@ctrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION CONSTRUCTION DRAWING SET FILE �tCOP ��q1YA Pesrmlt No. 1V41 °'t®o l A Plan review approval Is subject to errors and omissions, Approval of construction documents does not authorize the violation of any adopted cone or ordinance Re lot of app oved Field Copy and co a s is a np l ed: By, 1 Date: L�� City of unwila III DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED Jkkvtf AN 13 2020 Tukwil BUILDING DIVISION I I I I I I I I I I ( I I I I I I L — — _ _ _ — — _ _ J SPACE FOR OFFICIAL CITY USE ONLY JITIECAANICAL LEGEND & 0 0 a D•12/12/2019 PROJECTRECEIVED 1: REVISIONNO.1- CITY OF TUKWILA DEC, 2 l 2019 PERMIT CENTER IR A IVI i 01 of]+ 2 PARCEL PLAN - EQUIPMENT SOUND DISTANCE M-002 SCALE: NTS SOUND LEVEL CALCULATION UNIT # AHU-1 EF-1 EF-2 EF-3 NOTES: ROOF TOP UNIT SOUND LEVEL dB(A) 96 dB 81 dB 77 dB 79 dB APPROX. DISTANCE TO NEAREST ADJACENT PROPERTY LINE 146 FEET 140 FEET 190 FEET 108 FEET SOUND LEVEL REDUCTION @ THAT DISTANCE 37 dBA 37 dBA 41 dBA 37 dBA 2 RESULTING SOUND LEVEL @ PROPERTY LINE 59 dBA 44 dBA 36 dBA 42 dBA DISTRICT OF SOUND SOURCE INDUSTRIAL INDUSTRIAL INDUSTRIAL INDUSTRIAL DISTRICT OF RECEIVING PROPERTY COMMERCIAL INDUSTRIAL COMMERCIAL COMMERCIAL MAXIMUM DAY TIME SOUND LEVEL 65 dBA 65 dBA 65 dBA 65 dBA 1 MAXIMUM NIGHTTIME SOUND LEVEL 65 dBA 65 dBA 65 dBA 65 dBA 1 ACCEPTABLE YES YES YES YES NOTES: 1. REFERENCE SEATTLE DPD CAM #415 TABLE 1 2. REFERENCE SEATTLE DPD CAM #415 TABLE 2 TABLE 1. MAXIMUM PERMISSIBLE SOUND LEVELS DISTRICT OF SOUND SOURCE DISTRICT OF RECEIVING PROPERTY RESIDENTIAL COMMERCIAL INDUSTRIAL RESIDENTIAL 55 dB(A) 57 dB(A) 60 dB(A) COMMERCIAL 57 dB(A) 60 dB(A) 65 dB(A) INDUSTRIAL 60 dB(A) 65 dB(A) 70 dB(A) " Levels must be reduced by 10 dBA 10 p.m. to 7 a.m. when receiving property is in a residential district. TABLE 2. DISTANCE FACTOR Distance in feet from equipment to property line dBA reduction from equipment sound level ARI 270 2 3 3 7 4 10 5 12 6 13 7 14 8 15 9 16 10 17 15 21 20 23 25 25 30 27 40 29 50 31 60 33 70 34 80 35 90 36 100 37 150 41 200 43 400 1 49 HVAC BASIS OF DESIGN ITEM # I SYSTEM CRITERIA CRITERIA SOURCE CODE BASIS FOR PROJECT 1-2 CODE 2015 INTERNATIONAL MECHANICAL CODE ENFORED BY LOCAL JURISDICTION TUKWILA. 1.3 CODE 2015 WASHINGTON STATE ENERGY CODE TUKWILA 1-5 CODE 2015 INTERNATIONAL FIRE CODE ENFORCED BY LOCAL JURISDICTION TUKWILA BASIS FOR LOAD CALCULATIONS 2-1 OUTDOOR TEMPERATURE WINTER OSA DESIGN TEMP = 24°F DB 2015 WASHINGTON STATE ENERGY CODE 2-2 OUTDOOR TEMPERATURE SUMMER OSA COOLING DESIGN TEMP = 83°F DB, 67°F WB 2015 WASHINGTON STATE ENERGY CODE OFFICE, CONFERENCE, AND ADMINISTRATIVE AREAS: COOLING = 75°F ± 3°F HEATING = 70'F ± 3°F RELATIVE HUMIDITY CONTROL = NONE 2-3 INDOOR DESIGN CRITERIA DESIGN VALUE LABORATORY: COOLING = 75°F ± 2°F HEATING = 707 ± 2°F RELATIVE HUMIDITY CONTROL =NONE 2 4 OCCUPANT DENSITY OFFICE, CONFERENCE, AND ADMINISTRATIVE AREAS: 5 PPL (1000 SQ.FT. 2015 INTERNATIONAL MECHANICAL CODE - LABORATORY: 25 PPL / 1000 SQ.FT. CHAPTER 2.5 OCCUPANT HEAT GAIN PEOPLE LOAD = 250 BTUH (SENSIBLE), 200 BTUH (LATENT) PER PERSON DESIGN VALUE OFFICE SPACE: 5 CFM / PERSON AND 0,06 CFM ( SQ.FT. 2015 INTERNATIONAL 2-6 VENTILATION QUANTITIES LAB SPACE: 10 CFM / PERSON AND 0.18 CFM / SQ.FT. MECHANICAL CODE - CHAPTER 4 LABORATORY AREA IS PROVIDED WITH 100% OUTSIDE AIR 24/7 2015 INTERNATIONAL 2-7 EXHAUST RATES LABORATORY AREA IS PROVIDED WITH 100% EXHAUST AIR 24/7 MECHANICAL CODE - CHAPTER4 AIR CHANGES LABORATORIES SHALL BE DESIGNED TO MAINTAIN A MINIMUM OF 6 AIR CHANGES PER HOUR MCKINSTRY DESIGN APPROACH PERIMETER ZONES: INFILTRATION AIRFLOW = 0.35 ACH / HR, PROPOSED - MCKINSTRY 2-8 INFILTRATION INTERIOR ZONES: INFILTRATION AIRFLOW =0.0ACHIHR. STANDARD OPEN OFFICE SPACE: 0,98 WATT / SQ.FT. 2015 WASHINGTON STATE 2-9 LIGHTING ENCLOSED OFFICE SPACE:1.11 WATT / SQ.FT. ENERGY CODE LAB SPACE: 1.45 WATT / SQ.FT. 2-10 EQUIPMENT (PLUG) LOADS OFFICE SPACE:1.5 WATT / SQ.FT. (WATTS / SQ.FT. INCLUDES (1) PC, (1) MONITOR PER WORKSTATION) MCKINSTRY STANDARDS LABORATORY: 6 W/SF BASIS FOR PRESSURIZATION SPACE AREA RELATIONSHIP TO ADJACENT 3-1 RELATIONSHIP OFFICE ICONFERENCE POSITIVE DESIGN APPROACH OPEN LAB NEGATIVE TO OFFICE BASIS FOR BUILDING ENVELOPE 4-1 WALL WALLS: U-VALUE=0.11 ROOF:0.08 SHELL & CORE VALUE 4-2 WINDOW VERTICAL GLAZING: U-VALUE=0.55, SHGC=0.46 SHELL & CORE VALUE EXISTING CONDITIONS 5-1 OPERATING HOURS 7AM-6PM ASSUMPTION 5-2 AIR HANDLER UNIT TWO ROOF TOP AIR HANDLER UNITS SERVE THE BUILDING. EXISTING UNITS ARE PACKAGE UNITS WITH DX COILS AND NO HEAT, PER AS -BUILT DRAWINGS NEW HVAC DESCRIPTION THE LABORATORY AREA SHALL BE DECOUPLED FROM THE EXISTING BUILDING SYSTEM AND IT WILL BE SERVED BY A NEW SINGLE PASS AIR SYSTEM. THE UNIT SHALL BE A ROOFTOP AIR HANDLER WITH A COOLING CAPACITY OF 150 TON AND ELECTRIC HEATING CAPACITY OF NO LESS SYSTEM LEVEL THAN 240 kW. THE UNIT SHALL SUPPLY 31,000 CFM OF OUTDOOR AIR WITH NO RECIRCULATIONTO MEET THE REQUIRED LAB AIR CHANGES PER 6-1 (2417 OPERATION) HOUR. A NEW 14,000 CFM ROOF MOUNTED EXHAUST FAN WILL PROVIDE EXHAUST FOR FUME HOODS AND GROSSING STATIONS. A NEW 21,000 DESIGN APPROACH CFM MAX EXHAUST FAN SHALL PROVIDE AREA PRESSURIZATION, A NEW RUNAROUND GLYCOL LOOP WITH HEAT RECOVERY COILS SHALL BE PROVIDED TO RECOVER HEAT EXHAUST STREAM IN ORDER TO PRETREAT THE OUTDOOR PRIOR TO ENTERING THE BUILDING, ONE NEW 1000 CFM LABORATORIES ROOFTOP EXHAUST FAN SHALL BE PROVIDED TO SERVE THE HAZMAT/WASTE ROOM, NEW VARIABLE AIR VOLUME BOXES WITH ELECTRIC HEAT SHALL BE PROVIDED. NEW VARIABLE AIR VOLUME BOXES SHALL MATCH BUILDING STANDARD OR BE AN APPROVED EQUAL. 6-2 ZONE LEVEL DESIGN APROACH ASSUMPTION: - FULL HEIGHT WALLS ARE PROVIDED BETWEEN LAB AND NON -LAB AREAS. NON -LAB AREAS SHALL BE SERVED BY THE EXISTING ROOFTOP AIR HANDLER SYSTEM. 6-3 SYSTEM LEVEL ASSUMPTION: DESIGN APPROACH NON -LABORATORIES - PLENUM RETURN AS LONG AS FULL HEIGHT WALLS ARE PROVIDED BETWEEN LAB AND NON -LAB AREAS. NEW VARIABLE AIR VOLUME BOXES WITH ELECTRIC HEAT SHALL BE PROVIDED OR EXISTING TO BE REUSED (IF APPLICABLE) IN PERIMETER 64 ZONE LEVEL AREAS DESIGN APPROACH - NEW VARIABLE AIR VOLUME BOXES SHALL BE PROVIDED OR REUSED (IF APPLICABLE) FOR INTERIOR AREAS. - NEW VARIABLE AIR VOLUME BOXES SHALL MATCH BUILDING STANDARD OR BE AN APPROVED EQUAL. BASIS FOR SCOPE OF WORK DEMOLITION: - REMOVE TRANSFER FAN FROM EXISTING SMALL OFFICE REMOVE ALL EXISTING DUCTWORK AND TERMINAL UNITS, HAZ-MATlWASTE STORAGE NEW WORK: 71 -DEDICATED EXHAUST SYSTEM WITH CAPACITY OF 1CFM/SQFT. DESIGNAPPROACH - HIGH AND LOW EXHAUST INTAKE POINTS. PROVIDE TRANSFER DUCT FROM STOCKROOM TO PROVIDE MAKE UP AIR. DEMOLITION: 7-2 STOCKROOM STORAGE - REMOVE ALL EXISTING DUCTWORK AND TERMINAL UNITS. DESIGN APPROACH NEW WORK: - PROVIDE A TRANSFER DUCT FROM LOADING AREA INTO HAZMAT ( WASTE STORAGE, DEMOLITION: FIRST FLOOR - REMOVE ALL EXISTING DUCTWORK AND TERMINAL UNITS. 7-3 LOADING AREA NEW WORK: DESIGN APPROACH - PROVIDE (1) NEW SINGLE DUCT TERMINAL UNIT WITH ELECTRIC HEAT. - PROVIDE NEW LOW AND MEDIUM PRESSURE SUPPLY DUCT, NEW WORK: 74 OFFICE SPACE - RELOCATE (2) EXISTING FAN POWERED BOXES, DESIGN APPROACH - REUSE (1) EXISTING FAN POWERED BOX. - REWORK EXISTING DUCTWORK TO ACCOMMODATE NEW LAYOUT, 2 ELEVATOR MACHINE ROOM NEW WORK: DESIGN APPROACH 7-5 -ADD (1) 2 TON SPLIT SYSTEM FOR DEDICATED COOLING NEW WORK: - PROVIDE (25) NEW SINGLE DUCT TERMINAL UNITS WITH ELECTRIC HEAT AND (3) EXHAUST VARIABLE AIR VOLUME BOXES FOR LABS. 7-6 LAB SPACES REWORK EXISTING MEDIUM PRESSURE DUCTWORK FOR L2 TO CONNECT TO NEW 100% OSA AHU. DESIGN APPROACH - REWORK EXISTING LOW PRESSURE DUCTWORK, NEW WORK LAB SUPPORT SPACES - PROVIDE (3) NEW SINGLE DUCT TERMINAL UINITS WITH ELECTRIC HEAT. DESIGN APPROACH REWORK EXISTING LOW PRESSURE DUCTWORK. DATA CLOSET NEW WORK: DESIGN APPROACH 7-7 - PROVIDE A NEW 4 TON SPLIT SYSTEM NEW WORK: 7-8 - FUME EXHAUST TO BE PROVIDED FOR 15 GROSSING STATIONS - FUME EXHAUST TO BE PROVIDED FOR 1 FUME HOODS SECOND FLOOR GROSSING: ASSUMPTIONS: -ANY BIOSAFETY CABINETS ARE SELF-CONTAINED, RECIRCULATING AIR WITH HEPA FILTERS, DEDICATED BBC EXHAUST NOT REQUIRED. DESIGN APPROACH 500 CFM PER GROSSING STATION F 0 2 120 CFM P LAB MICR AVE11 7 9 • GROSSING STATIONS PROVIDED WITH FLEXIBLE CONNECTIONS WHEN REQUIRED. ORK: 7-10 MOLECULAR (PRE) - POSITIVE PRESSURE SPACE DESIGN APPROACH PROVIDE SUPPLY AIR VARIABLE AIR VOLUME BOXES GROSSING & HISTOLOGY 7.11 STORAGE, PROCESS NEW WORK: PROVIDE SUPPLY AIR VARIABLE VOLUME BOX. DESIGN APPROACH EMBEDDING . PROVIDE TRANSFER DUCTS 7 _ NON -LAB 0 ICES, CON NEW WO r RE P (31) E AI BO PER ND T OF DE PROA 7-13 FREEZER NEW WORK: -ADD (1) 2 TON SPLIT SYSTEM FOR DEDICATED COOLING DESIGN APPROACH N K: - PROVIDE (1) NEW ROOFTOP AHU FOR 100% OUTDOOR AIR WITH HEAT RECOVERY -PROVIDE (1) NEW GENERAL EXHAUST FAN RECEIVED - PROVIDE (1) NEW GROSSING STATION & FUME HOOD EXHAUST FAN CITY OF TUKWILA 7-14 ROOF EQUIPMENT - PROVIDE (1) NEW HAZMAT / WASTE STORAGE EXHAUST FAN DESIGN APPROACH - PROVIDE (2) NEW HEAT RECOVERY COILS DEC, - PROVIDE (2) NEW HEAT RECOVERY PUMPS 2 0 2019 PROVIDE (1) NEW EXPANSION TANK -PROVIDE(1)NEW RSEPARAT PERMIT CENTER NEW WORK: 2 7-15 OVERALL CONTROLS - PROVIDE CONTROLS FOR ALL NEW EQUIPMENT AND TIE IN TO EXISTING CONTROLS. DESIGN APPROACH - REPLACE CONTROLS FOR (1) EXISTING ROOFTOP UNIT AND (1) RESTROOM EXHAUST FAN. $ A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION f 'VLD0.N4,C aP tivWAiAr - fa r32�Iq CONSTRUCTION DRAWING SET r— — — — — — I I SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL SOUND 1 � • 2\ DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 Lz z 0 $ A B Architects HVAC DUCT SPECIFICATION (WSEC) DUCT SYSTEM PRESSURE CLASS DUCT MATERIALS FITTINGS FLEX SEAL CLASS CLEANLINESS DURING CONSTRUCTION INSULATION LINING MATERIALS SEISMIC SEISMIC NOTES SPECIFICATION CONNECTION/ FLEX DUCT (INDOOR, OUTDOOR) CRITERIA IMPORTANCE SPECIFCATION 233113 & 235100 SPECIFCATION 233113 & 235100 INT'L ENERGY CODE C403.2.7 FACTOR IP "DETERMINED BY CLIMATE ZONE & ASHRAE 90.1 TABLES 6.8.2 & B-1 HVAC SUPPLY SMACNA+2" ALL DUCT TO BE UNLINED GALVANIZED DUCT, GAUGE AND ELBOWS: CENTERLINE RADIUS OF 1.5 DIA OR 3-FOOT MAX. LENGTH WITH NO SMACNA SEAL CLASS A per WITHIN CONDITIONED SPACE: R-3.3 (<55F N/A SEISMIC SUPPORT PER APPLICABLE IP =1.0 NOTES 1, 2, 3, 4, 5 REINFORCEMENT SHALL BE SMACNA OR BETTER MITERED 90S WITH VANES OFFSETS; USE JPL OR EQUAL; WSEC C4032.8 FOLLOW INTERMEDIATE "LEVEL B" SMACNA OR>105F) CODE / LOCAL JURISDICTION. SEE (NON -LAB) MEDIUM PRESSURE FOR VAV NO PRESSURE TEST REQUIRED PER WSEC C403.2.8 MECHANICAL SEISMIC SHEET WHEN SYSTEMS RECTANGULAR DUCT TO HAVE TDF CONNECTIONS CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN FLEX AT EQUIP CONNECTIONS TO WHEN NOT IN A CONDITIONED SPACE: R-6 WITH APPLICABLE. IP = 1.5 24" DIA COMPLY WITH SMACNA APPLICABLE APPROVED VAPOR BARRIER (LAB PRESSURIZATION) FROM AHU TO TERMINALS ROUND MAY BE SPIRAL, PRESSURE CLASS TAPS: CONICAL OR BOOT -STYLE WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH APPROVED VAPORNdEATHER BARRIER IN CONCRETE OR GROUND: R-3.3 (HEATING ONLY) HVAC SUPPLY SMACNA +1/2" OR+1" PRESSURE GALVANIZED DUCT; GAUGE AND REINFORCEMENT SHALL BE ELBOWS: PURCHASED ADJUSTABLE ELBOWS IN 12-FOOT MAX. LENGTH WITH NO SMACNA SEAL CLASS A per FOLLOW INTERMEDIATE "LEVEL B" SMACNA WITHIN CONDITIONED SPACE: R-3.3 (<55F LINING WHERE INDICATED ON THE PLANS SEISMIC SUPPORT PER APPLICABLE IP =1.0 NOTES 1, 2, 3, 4, 5 SMACNA OR BETTER ACCORDANCE WITH SMACNA +1" STANDARDS OFFSETS; USE JPL OR EQUAL WSEC C403.2.8 OR>105F) CODE / LOCAL JURISDICTION. SEE (NON -LAB) LOW PRESSURE NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK ENGINEER TO CONSIDER LINING WHEN VELOCITY IS 1,400 MECHANICAL SEISMIC SHEET WHEN IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO RECTANGULAR MAY BE S+DRIVE CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN WHEN NOT IN A CONDITIONED SPACE: R-6 WITH FPM OR GREATER APPLICABLE. IP =1.5 TERMINALS TO DIFFUSERS MAXIMIZE PRODUCTION EFFICIENCY 24" APPROVED VAPOR BARRIER (LAB PRESSURIZATION) ROUND MAY BE SNAPLOCK. NO LINING ON TERMINALS SERVING LAB SPACES NO PRESSURE TEST REQUIRED PER WSEC 403.2.8 SPIN -IN / ATTO BRANCHES OK WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH APPROVED VAPORANEATHER BARRIER IN CONCRETE OR GROUND: R-3.3 (HEATING ONLY) HVAC RETURN SMACNA -1/2" OR -1" PRESSURE GALVANIZED DUCT; GAUGE AND REINFORCEMENT SHALL BE ELBOWS: CENTERLINE RADIUS OF 1.5 DIA OR 3-FOOT MAX. LENGTH WITH NO SMACNA SEAL CLASS LEVEL C FOLLOW INTERMEDIATE "LEVEL B" SMACNA WITHIN CONDITIONED SPACE: R-3.3 1" LINING ONLY WHERE INDICATED ON PLANS SEISMIC SUPPORT PER APPLICABLE IP =1.0 NOTES 1, 2, 3, 4, 5 SMACNA OR BETTER MITERED 90S WITH VANES OR PURCHASED OFFSETS; USE JPL OR EQUAL; OKAY ENERGY CODE R4.4 per inch CODE / LOCAL JURISDICTION. SEE (NON -LAB) LOW PRESSURE NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK ADJUSTABLE ELBOWS IN ACCORDANCE WITH APPEARS TO NOT HAVE A WHEN NOT IN A CONDITIONED SPACE: R-6 WITH MECHANICAL SEISMIC SHEET WHEN IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO RECTANGULAR TO HAVE S&D CONNECTIONS, ROUND MAY BE SMACNA+1" FLEX AT EQUIP CONNECTIONS TO REQUIREMENT FOR NEG. APPROVED VAPOR BARRIER. APPLICABLE. IP =1.5 MAXIMIZE PRODUCTION EFFICIENCY SPIRAL COMPLY WITH SMACNA APPLICABLE PRESS. (LAB PRESSURIZATION) CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN PRESSURE CLASS WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH NO PRESSURE TEST REQUIRED PER WSEC C403.2.8 SNAP LOCK PIPE STANDARD 24" DIA APPROVED VAPOR/WEATHER BARRIER TAPS: CONICAL OR BOOT -STYLE SPIN -IN / ATTO BRANCHES OK HVAC EXHAUST SMACNA -1/2" OR 4' PRESSURE GALVANIZED DUCT; SEE SUBMITTAL FOR GAUGE AND ELBOWS: PURCHASED ADJUSTABLE ELBOWS IN 12-FOOT MAX. LENGTH WITH SMACNA SEAL CLASS LEVEL C FOLLOW INTERMEDIATE "LEVEL B" SMACNA WITHIN CONDITIONED SPACE: R-3.3 1" LINING ONLY WHERE INDICATED ON PLANS SEISMIC SUPPORT PER APPLICABLE IP =1.0 NOTES 1, 2, 3, 4, 5 REINFORCEMENT. ACCORDANCE WITH SMACNA -1" STANDARDS NO OFFSETS; USE JPL OR EQUAL; OKAY ENERGY CODE R4.4 per inch CODE / LOCAL JURISDICTION, SEE (NON -LAB) LOW PRESSURE NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK APPEARS TO NOT HAVE A WHEN NOT IN A CONDITIONED SPACE: R-6 WITH MECHANICAL SEISMIC SHEET WHEN IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO RECTANGULAR MAY BE S+D, ROUND MAY BE SNAPLOCK. CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN FLEX AT EQUIP CONNECTIONS REQUIREMENT FOR NEG. APPROVED VAPOR BARRIER APPLICABLE. IP =1.5 MAXIMIZE PRODUCTION EFFICIENCY 24" TO COMPLY WITH SMACNA PRESS. (LAB PRESSURIZATION, CHEMICAL FLEX: 5' MAXIMUM LENGTH, THERAFLEX GKM, OR EQUAL APPLICABLE PRESSURE CLASS WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH STORAGE, BATTERY, & REFRIGERATION NO PRESSURE TEST REQUIRED PER WSEC C403.2.8 SPIN -IN / ATTO BRANCHES OK APPROVED VAPORNVEATHER BARRIER EXHAUST) FUME HOOD EXHAUST - SMACNA 4" PRESSURE STAINLESS STEEL TYPE 304,16 GA OR TYPE 31616 GA; ELBOWS: CENTERLINE RADIUS OF 1.5 DIA OR FLEX AT EQUIP CONNECTIONS SMACNA SEAL CLASS LEVEL C FOLLOW INTERMEDIATE "LEVEL B" SMACNA WITHIN CONDITIONED SPACE: R-3.3 N/A SEISMIC SUPPORT PER APPLICABLE IP = 1.5 NOTES 1, 2, 3, 4, 5 STAINLESS JOGGLE -WELDED JOINTS; GAUGE AND REINFORCEMENT MITERED 90S WITH VANES TO COMPLY WITH SMACNA OKAY ENERGY CODE CODE / LOCAL JURISDICTION. SEE SHALL BE SMACNA OR BETTER APPLICABLE PRESSURE CLASS APPEARS TO NOT HAVE A - WHEN NOT IN A CONDITIONED SPACE: R-6 WITH MECHANICAL SEISMIC SHEET WHEN LABORATORY APPLICATION CL RADIUS OF to DIA ON DUCTS LARGER THAN REQUIREMENT FOR NEG. APPROVED VAPOR BARRIER APPLICABLE. ROUND MAY BE SPIRAL 24" DIA PRESS, WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH REMOVABLE JOINTS MAY BE VANESTONE FLANGES WITH TAPS: CONICAL OR BOOT -STYLE APPROVED VAPORIWEATHER BARRIER GASKET, ANGLE RINGS, AND BOLTS ENGR TO SPECIFY MATERIAL AND WELDING TYPE TYPE 304, 304L, 316, 316L; JOGGLE -WELDED OR BUTT - WELDED BACKDRAFT DAMPERS NIA NIA NIA N/A PER APPLICABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM N/A HORIZONTAL MOUNT, VERTICAL AIRFLOW - N/A N/A NOTES 1, 2,3 LOW PRESSURE GREENHECK BR-10 OR APPROVED VERTICAL MOUNT, HORIZONTAL AIRFLOW - GREENHECK BR-30 OR APPROVED FIRE DAMPERS (1-1/2 HR) N/A N/A N/A NIA PER APPLICABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM NIA UL 555, NFPA 90A, PROVIDE DUCT ACCESS TO RESET N/A N/A NOTES 1, 2,3 DAMPER, GREENHECK FDA50 OR APPROVED VOLUME DAMPERS N/A SHOP FABRICATED PER SMACNA OR GREENHECK OR N/A N/A PER APPLICABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM N/A SHOP FABRICATED PER SMACNA OR GREENHECK OR N/A N/A NOTES 1, 2,3 APPROVED APPROVED VOLUME DAMPERS (REMOTE) WA GREENHECK 9V RBDR-50 OR APPROVED N/A NIA PER APPLICABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM N/A SHOP FABRICATED PER SMACNA OR GREENHECK OR N/A NIA NOTES 1, 2,3 APPROVED NOTES: 1. ALL DUCTWORK TO BE FABRICATED IN ACCORDANCE WITH MCKINSTRY DUCT CONSTRUCTION STANDARDS / SUBMITTALS WHICH MEET OR EXCEED SMACNA GUIDELINES Z ALL DIMENSIONS SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. 3. THE MECHANICAL ENGINEER RESERVES THE RIGHT TO AUTHORIZE DEVIATIONS TO THESE STANDARDS TO ACCOMMODATE UNIQUE SITUATIONS AS APPLICABLE 4. USE DOUBLE WIDTH VANES UNLESS OTHERWISE NOTED ON THE DRAWINGS 5. USE OF DUCTWORK FOR TEMPORARY HEATING / CONDITIONING DURING CONSTRUCTION NOT ALLOWED WITHOUT SPECIAL APPROVAL BY THE ENGINEER 6. REFERENCE DUCT CONSTRUCTION AND EXPOSED CLASSIFICATIONS MATRIX 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION 'tl,K?.?al V �,r c 39'Jfl5 k�� Cc T t cpa .AcTa?tAL�''*S' -Ld t 9 CONSTRUCTION DRAWING SET -- - - - - I I I I MBVISION OR ANCE D 20 II ila ION — — — _ — SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL SPECIFICATIONS HVAC PIPING SPECIFICATION ID IHRS&R CATEGORY SERVICE DESCRIPTION MAXIMUM PRESSURE & TEMP MANUFACTURER, PRODUCT OR EQUAL PRESSURE TEST PROCEDURE MEDIA TEST PRESSURE DURATION CODE HEAT RECOVERY WATER HVAC HEAT RECOVERY WATER PIPE IDENTIFICATION MARKER WHITE LETTERING ON GREEN BACKGROUND - ANSUASME A 13.1 -2007 HANPLY (HANSEN SUPPLY), MARKING SERVICES INC. MS-970 (INDOOR); MS-995 (OUTDOOR) ; DURALABEL RATED OPERATING PRESS & TEMP UP TO 200 PSIG; 40 F TO 55 F PRESSURES NOTED FOR WATER/OIL/GAS (WOG) DESIGN OPERATING PRESS & TEMP SET PRV TO X PSI BACKFLOW PREVENTION DEVICE DOUBLE CHECK -VALVE - CONFIRM ACCEPTABLE BY LOCAL JURISDICTION 175 PSI,140F SEE PLUMBING SCHEDULE RELIEF VALVES - EXPANSION TANK RELIEF VALVES AT CHILLED WATER EXPANSION TANK FURNISHED BY TANK MFR SIZES THRU 2" SEE SUBMITTAL PIPE MATERIAL COPPER TUBE TYPE L ASTM B88 JOINTS PRESS -FIT MECHANICAL COMPRESSION, THREADED AT SPECIALTIES AS APPLICABLE JOINTS SWT, THREADED AT SPECIALTIES AS APPLICABLE FITTINGS PRESS -FIT MECHANICAL COMPRESSION VIEGA PROPRESS; EPDM SEAL (BLACK) TYCO-GRINNELL G-PRESS EPDM SEAL (BLACK); GRUVLOK FITTINGS WROT COPPER/BRONZE SWT JOINT APOLLO PRESS, EPDM SEAL (BLACK) 1 S TIMES MAX COUPLINGS PRESS -FIT MECHANICAL COMPRESSION VIEGA PROPRESS; EPDM SEAL (BLACK) TYCO-GRINNELL G-PRESS EPDM SEAL (BLACK); GRUVLOK .OPERATING FLANGES SWT OR THREADED; (WROT OR CAST COPPER) CLASS 150 APOLLO PRESS, EPDM SEAL (BLACK) WATER PRESSURE, BUT 15 MINUTES FLANGED GASKETS - FLAT FACED NON ASBESTOS - (NON POTABLE APPLICATION) GARLOCK GRAPH -BLUE GUARD 3000 NOT LESS THAN FLANGED GASKETS - RAISED & FLAT FACED SPIRAL WOUND GASKET TO 120OF GARLOCK STYLE RWI 100 PSI FLANGED BOLTS (PLATED) CARBON STEEL BOLTS AND STUDS - GRADE A - FOR FLANGED JOINTS IN PIPING SYSTEMS; NUTS: A536A HEX; WASHERS: F884 STANDARD FLAT VALVES - ISOLATION 2-PC BALL -CAST BRONZE BODY - FPT- 600 PSI WOG 600 PSI @ 250 F MILWAUKEE BA-400, APOLLO SERIES 77CA-100 VALVES - ISOLATION 2-PC BALL -CAST BRONZE BODY - SWT-600 PSI WOG 600 PSI @ 250 F MILWAUKEE BA-450, APOLLO SERIES 77CA-200 VALVES - CHECK HORIZONTAL SWING, BRONZE BODY - THREADED -CLASS 150 300 PSI MILWAUKEE-51011510-T, APOLLO 164T VALVES - CHECK GLOBE SILENT CHECK - BRONZE BODY - THREADED - CLASS 250 MILWAUKEE-548B VALVES - DRAINING 3/4" 2-PC BALL - HOSE END WITH CAP & CHAIN -T HANDLE. 600 PSI WOG/CWP - SWT 600 PSI @ 250 F MILWAUKEE BA-100H/150H ; APOLLO 70-200-HC WYE STRAINERS CAST BRONZE BODY - 20 MESH SS SCREEN - CLASS 125 - FPT 200 PSI @ 15OF WOG KECKLEY F-150 WYE STRAINERS CAST BRONZE BODY - 20 MESH SS SCREEN - CLASS 125 - SWT 200 PSI @ 15OF WOG KECKLEY-150 VALVES - MANUAL BALANCE 2" & BELOW MANUAL BALANCE ZONE VALVE WITH TEST PORTS GRISWOLD QUICK -SET; T/A - VICTAULIC TA SERIES 786/787 (STAD) TYCO-GRINNELL CB800 SERIES GRISWOLD ISOLATOR; T/A-F/ICTUALIC SERIES 76; BELL & GOSSETT CIRCUIT SENTRY [ALT WITH FLO-SETTER] VALVES - AUTO BALANCE - PRESSURE INDEPENDENT PRESSURE INDEPENDENT AUTO -FLOW CONTROL VALVES - BALANCE - DIFFERENTIAL PRESSURE CONTROLLERS (PART A) PRESSURE INDEPENDENT DIFFERENTIAL PRESSURE CONTROLLER FOR HYDRONIC ZONES - STAP TOUR ANDERSON - VICTAULIC - SERIES 793 (THREADED, 794 (FLANGED) VALVES - BALANCE - DIFFERENTIAL PRESSURE CONTROLLERS (PART B) CIRCUIT BALANCING VALVE WITH TEST PORTS AND CAPILARY TUBE - STAID TOUR ANDERSON - VICTAULIC SERIES 787 (THREADED), 788 (FLANGED). VALVES- BALANCE - DIFFERENTIAL PRESSURE CONTROLLERS (PART C) BYPASS RELIEF VALVE TO MAINTAIN MINIUM FLOW THROUGH STAP TOUR ANDERSON - BPV; TACO 3196-1 (3/4") RL / RS REFRIGERANT LIQUID / REFRIGERANT SUCTION REFRIGERANT PIPING FOR HEATING AND COOLING PIPE IDENTIFICATION MARKER BLACK LETTERING ON ORANGE BACKGROUND -ANSUASME A 13.1- 2007 HANPLY (HANSEN SUPPLY), MARKING SERVICES INC. MS-970 (INDOOR); MS-995 (OUTDOOR) ; DURALABEL RATED OPERATING PRESS & TEMP PER ASTM B31.5 REFRIGERATION PIPING AND HEAT TRANSFER COMPONENTS SIZES THRU 3" PIPE MATERIAL COPPER TUBE ACR/MED TYPE L ASTM B280 - SEALED AND CAPPED AT ENDS JOINTS SILVER BRAZED AND NITROGEN PURGE PER ASTM B828, FITTINGS WROT COPPER/BRONZE SWT JOINT PER ASTM B16.22; INERT GAS - NITROGEN OR 1.5 TIMES PRESSURE 20121MC, SPECIALTIES MISC. PROJECT SPECIFIC REQUIREMENTS -SEE SPECIFICATION 232300"REFRIGERANT PIPING" CARBON RELIEF VALVE 1 HOUR SECTION 1108 DIOXIDE SETTING SIZES THRU 1 118" PIPE MATERIAL PRE -INSULATED COPPER TUBING ON ROLLS, ASTM-13280 - SEALED AND CAPPED AT ENDS PDM - GELCOPPER PRE -INSULATED COPPER ROLL (1/4"-1-1/8") INSULATION POLYETHYLENE CLOSED CELL FOAM -ASTM C 1427 COMPLIANT - UL94 & UL 723 (FLAME SPREAD-25 & SMOKE DEVELOPMENT <50) JOINTS SILVER BRAZED AND NITROGEN PURGE PER ASTM B828, FITTINGS WROT COPPER/BRONZE SWT JOINT PER ASTM Bt6.22; SPECIALTIES MISC, PROJECT SPECIFIC REQUIREMENTS -SEE SPECIFICATION 232300"REFRIGERANT PIPING" ALL SPECIALTIES PIPING SPECIALTIES -APPLICABLE SPECIALTIES IDENTIFIED IN EACH ID CATEGORY MANUAL AIR VENT HIGH CAPACITY AIR VENT 150 PSI @ 25OF AUTO AIR VENT (WITH VACUUM BREAKER) HIGH CAPACITY AIR VENT 150 PSI @ 25OF SPIROTHERM SPIROTOP B&G MODEL 107A AIR & DIRT SEPARATOR CENTRIFUGAL AIR & DIRT SEPARATOR WITH DRAIN AND AIR VENT CONNECTION AND STRAINER 125 PSI SPIROTHERM SPIROVENT HOSE KITS WITH CONTROL VALVES PREFABRICATED HOSE KITS WITH BALANCING VALVES, EPDM W/ SS BRAID FLEX HOSES, PRESS & TEMP PORTS. GRISWOLD, T/A - VICTAULIC, HCI (SEE HOSE KIT SCHEDULE ON DRAWINGS) HOSE KITS WITHOUT CONTROL VALVES PREFABRICATED HOSE KITS WITH OR WITHOUT BALANCING VALVES, EPDM W/ SS BRAID FLEX HOSES, PRESS & TEMP PORTS. GRISWOLD, T/A - VICTAULIC, HCI (SEE HOSE KIT SCHEDULE ON DRAWINGS) FLEX CONNECTIONS - COMPRESSEDAIR 316 SS BRAIDED RUBBER EFP SERIES FLEX CONNECTIONS - PUMPS (COLD WATER), AHU'S (COLD WATER) SPOOLED RUBBER FLEXIBLE JOINT - SINGLE SPHERE ENGINEERED FLEXIBLE PRODUCTS SERIES 301; MASON SAFELEX SFU OR SFEJ (DOMESTIC WATER APPLICATIONS SHALL BE NSF-372) FLEX CONNECTIONS - PUMPS (COLD WATER), AHU'S (COLD WATER) SPOOLED RUBBER FLEXIBLE JOINT - DOUBLE SPHERE (ACOUSTIC APPLICATIONS AS DIRECTED BY ACOUSTIC ENGINEER) ENGINEERED FLEXIBLE PRODUCTS SERIES 302; MASON SAFELEX SFDEJ (DOMESTIC WATER APPLICATIONS SHALL BE NSF-372) FLEX CONNECTIONS - PUMPS - COILS ( HOT WATER) METAL CORRUGATED FLEX CONNECTION ENGINEERED FLEXIBLE PRODUCTS SERIES PCS. (DOMESTIC WATER APPLICATIONS SHALL BE NSF-372) FLEX CONNECTIONS - TU'S- COILS - AHU'S (COLD WATER) EPDM HOSE WITH SS BRAID. MNPT X MNPT BRASS SWIVEL END CONNECTION AT EQPT (2" & BELOW). MNPT X MNPT 21/2" & ABOVE GRISWOLD, T/A - VICTAULIC FLEX CONNECTIONS - FUEL OIL NFPA 301 UL-536 FUEL RATED 321 SS INNER CORE WITH METAL BRAIDED FLEX COVERING. FLEX-ING FLEX-ING (SEE FUEL OIL SCHEDULE) GLYCOL PROPYLENE GLYCOL BASED HEAT TRANSFER FLUID WITH INHIBITORS DOWFROST, PROTHERM 720 MAKE-UP WATER VALVE MAKE-UP WATER VALVE SEE PRESSURE REGULATING VALVE SCHEDULE MAKE-UP WATER METER MAKE-UP WATER METER WITH DIGITAL OUTPUT BADGER RECORDALL DISC SERIES METER PETE'S PLUG BRASS WITH NEOPRENE VALVE CORES PETERSON EQUIPMENT CO PETE'S PLUG II PRESSURE GAUGES SYSTEM PRESSURES STD'A-150 PSI TRERICE 600 CB; 4:5" PRESSURE GAUGES - CDS/R SYSTEM PRESSURES STD -15 in Hg-150 PSI TRERICE 700 B, 4.5" PRESSURE GAUGE ACCESSORIES BALL VALVES TRERICE 866 PRESSURE GAUGE ACCESSORIES GAUGE COCKS TRERICE 865 PRESSURE GAUGE ACCESSORIES POINTER JACK TRERICE D329 PRESSURE GAUGE ACCESSORIES TEST KITS TRERICE 375X OR 3748 N/A NIA N/A NIA PRESSURE REDUCING VALVE SIZES THRU 2" BALANCED PISTON WITH BY-PASS CHECK VALVE AND STRAINER WILKINS 600XL, APOLLO 36ELF-B PRESSURE REDUCING VALVE SIZES 2-1/2" TO 3" BALANCED PISTON WILKINS 500FC, APOLLO 36HLF-70 PRESSURE RELIEF VALVE - HOT WATER BOILERS & STORAGE TANKS BRONZE BODY WILKINS P3000BR; WATTS 174A -ASME HV THERMOWELL FOR TRERICE THERMOMETERS, 3/4" EXTERNAL THREAD (EXTENDED AS REQUIRED FOR INSULATION >2") TRERICE THERMOWELL THERMOMETERS - CHILLED WATER, CONDENSER WATER, INDUSTRIAL WATER 9" ADJUSTABLE ANGLE - ORGANIC BLUE SPIRIT -ALUM STEM - SYSTEM TEMPERATURE STD 0.160 F 160F TRERICE BX-9-14-02 WITH THERMO WELL. BX PLUS FOR INTEGRATED RTD MECHANICAL PIPE INSULATION SCHEDULE - WASHINGTON ENERGY CODE: 2015 INTERNATIONAL ENERGY CODE WITH WASHINGTON AMENDMENTS TABLE C403.2 PIPING TEMPRANGE THERMAL MEAN RATING INSULATION - SYSTEM (Deg F) COND. TEMPERATURE MATERIAL <1" t" TO <1-1/2" 1 1/2" TO 4" 4"-8- OVER S' NOTES CHILLED WATER / CONDENSER WATER 40-60 0.21-0.27 75 MPI 0.5 0.5 1.0 1.0 1.0 1, 3, 4, 5,10,11 REFRIGERANT SUCTION & HOT -GAS <40 0.20-0,26 75 E 0.5 1.0 1.0 1.0 1.0 1, 3, 4,10, 12 KEY NOTES: t. FOR PIPING CLAMPED TO UNISTRUT SUPPORTS, UTILIZE RIGID INSERTS WITH SHEETMETAL SHIELDS CONTINUOUS THROUGH THE HANGER; UTILIZE CALCIUM SILICATE INSERTS OR STYRENE INSERTS 2. FOR PIPING SUPPORTED FROM CLEVIS HANGERS, IF RIGID INSERTS ARE NOT UTILIZED THE INSULATION SHALL FULLY ENCLOSE THE HANGER AND BE SEALED AT THE TOP AROUND THE SUPPORT ROD; IF RIGID INSERTS ARE UTILIZED THE INSULATION SHALL BE CONTINUOUS THROUGH THE HANGER; INSERT MATERIAL TO BE CALCIUM SILICATE INSERTS OR STYRENE INSERTS 3, UTILIZE RIGID INSERTS AND SHEETMETAL SHIELDS; INSULATION TO BE CONTINUOUS THROUGH THE HANGER; UTILIZE CALCIUM SILICATE INSERTS OR STYRENE INSERTS 4. JACKETING: ALUMINUM ROLLED JACKETING (ARJ) APPLIED TO EXTERIOR PIPING INSULATION EXPOSED TO WEATHER (I.E. ROOFTOP PIPING). SEE INSULATION SPEC FOR ALTERNATE JACKETING AND LOCATIONS. 5. FOR PIPING SMALLER THAN 1 112 INCH AND LOCATED IN PARTITIONS WITHIN A CONDITIONED SPACE, MAY REDUCE THICKNESSES BY 1 INCH BUT TOTAL THICKNESS TO NOT BELOW V AS ALLOWED BY ENERGY CODE. 6.. INSULATION GENERATOR EXHAUST IS FOR PERSONNEL PROTECTION @ 150 DEG F SURFACE TEMPERATURE. 7. DIRECT BURIED PIPING THAT CONVEYS FLUID AT OR BELOW 60 DEG F IS EXEMPT FROM INSULATION PER WSEC. 8. DIRECT BURIED HEATING AND HOT WATER SYSTEM PIPING MAY REDUCE THICKNESS BY 1.5" BUT NOT TO A THICKNESS LESS THAN 1", 9, FUEL OIL LINE PIPE PROTECTION ONLY FOR PIPING FROM THE DAY TANK TO THE GENERATOR IF THEY ROUTE OUTSIDE OF THE GENERATOR OR FUEL TANK ROOM AS MANDATED BY THE UBC 403.4,8.x 10. ASTM E 84 OR UL 723 TESTED TO FLAME SPREAD INDEX OF 25 AND SMOKE DEVELOPED INDEX OF NOT EXCEEDING 450 11. CHILLED WATER CONTROL VALVE HOSE -KITS SHALL BE FULLY INSULATED WITH VAPOR -BARRIER, ELASTOMERIC CLOSED CELL INSULATION, AND JACKET. 0 S A B Architects RECEIVED CITY OF TUKWILA 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET I I I UEEDORANCED0ila I SION I L - - - - - - - - .J SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL SPECIFICATIONS DATE 12/12/2019 CHECKED BY DM, PROJECT NUMBER 118108 CONTROLS ABBREVIATIONS E/D ENABLE / DISABLE FCV FLOW CONTROL VALVE 0/C OPEN/CLOSE 0/0 ON / OFF S/S START / STOP TCP TEMPERATURE CONTROL PANEL TCV TEMPERATURE CONTROL VALVE MOD MOTOR OPERATED DAMPER SYMBOLS OBOX# T THERMOSTAT BOX# O1 120 V THERMOSTAT .1 FIT FLOW INDICATING TRANSMITTER FS FLOW SWITCH FT FLOW TRANSMITTER IS CURRENT SWITCH T CURRENT TRANSMITTER CO CARBON MONOXIDE SENSOR CO2 CARBON DIOXIDE SENSOR PDT PRESSURE DIFFERENTIAL TRANSMITTER DS DUCT SMOKE DETECTOR EPO EMERGENCY POWER OFF NO2 NITROGEN DIOXIDE SENSOR CH4 METHANE SENSOR OS OCCUPANCY SENSOR PT PRESSURE TRANSMITTER PS PRESSURE SWITCH TE TEMERATURE ELEMENT TS TEMPERATURE SWITCH xx AIT ANALYSIS INDICATING TRANSMITTER RH RELATIVE HUMIDTY SENSOR YS MOISTURE DETECTOR ZS POSITION SWITCH AI ANALOGINPUT AO ANALOG OUTPUT DI DIGITAL INPUT DO DIGITALOUTPUT COM COMMUNICATION WIRING 'SEE PIPING AND DUCT SYMBOL LEGENDS FOR ADDITIONAL SYMBOL TYPES. NOTE TO ENGINEER - THE ABBREVIATIONS AND SYMBOLS LIST IS BASED ON THE ANSI/ISA INDUSTRIAL CONTROLS STANDARD. THESE SYMBOLS AND ABBREVIATIONS SHOULD BE USED WHEN GENERATING THE CONTROLS DIAGRAMS, SEQUENCE OF OPERATIONS, AND OTHER CONTROLS SCOPE. ALSO INDICATED ARE DEFINITIONS FOR THE ABBREVIATIONS AND SYMBOLS. THESE DEFINITIONS ARE INTENDED AS A DESIGN AID, NOT TO INCLUDE IN THE DRAWING SET. DEFINITIONS ANALOG - A MODULATING CONTROL SIGNAL. (IE: 0-10 VOLTS, 4-20 MILLIAMPS) BUILDING AUTOMATION SYSTEM -A CONTROL SYSTEM CONSISTING OF HARDWARE AND SOFTWARE TO CONTROL BUILDING HVAC SYSTEMS DIGITAL - A BINARY CONTROL SIGNAL ENABLE/DISABLE - A BINARY SIGNAL TO GIVE PERMISSION FOR A SYSTEM TO OPERATE (IE BOILER ENABLE/DISABLE). FLOW CONTROL VALVE - A HYDRONIC VALVE THAT MODULATES FLOW BASED ON A CONTROL SIGNAL OPEN/CLOSE - A TWO POSITION DEVICE THAT IS EITHER 100 % OPEN OR 100% CLOSED (IE TWO POSITION DAMPER) ON/OFF - A BINARY SIGNAL THAT ACTIVATES OR DEACTIVATES A DEVICE. START/STOP -A BINARY SIGNAL THAT STARTS OR STOPS A PIECE OF EQUIPMENT. (IE EXHAUST FAN) TEMPERATURE CONTROL PANEL - A PANEL THAT CONTAINS CONTROLLERS TO CONTROL HVAC SYSTEMS. TEMPERATURE CONTROL VALVE - A HYDRONIC VALVE THAT MODULATES TO CONTROL TO A DESIRED TEMPERATURE SETPOINT MOTOR OPERATED DAMPER - AN AIR DAMPER THAT MODULATES BASED ON A CONTROL SIGNAL. THERMOSTAT - A BAS SPACE MOUNTED TEMPERATURE SENSING DEVICE. DEVICE COULD INCLUDE DISPLAY, OCCUPANCY OVERRIDE, OR MANUAL TEMPERATURE ADJUSTMENT OPTIONS. 120VTHERMOSTAT -ALINE VOLTAGE THERMOSTAT THAT CONTROLS ASSOCIATED HVAC EQUIPMENT. TYPICALLYUNE VOLTAGE THERMOSTAT IS HARDWIRED DIRECTLY TO THE HVAC EQUIPMENT, NOT THROUGH THE BAS. FLOW TRANSMITTER - A MEASURING DEVICE SUCH AS AN AIRFLOW MEASURING STATION OR HYDRONIC FLOW METER. THE DEVICE TRANSMITS AN ANALOG SIGNAL TO THE BAS. FLOW INDICATING TRANSMITTER - SAME AS A FLOW TRANSMITTER BUT THERE IS ALSO AN INDICATING DISPLAY AT THE DEVICE, FLOW SWITCH -A DEVICE THAT INDICATES FLOW AS A BINARY SIGNAL. TYPICALLY USED AS A FLOW PROOF. CURRENT SWITCH -A DEVICE THAT GENERATES A BINARY SIGNAL WHEN CURRENT IS SENSED. TYPICALLY USED FOR EQUIPMENT STATUS. CARBON DIOXIDE SENSOR - A SENSOR THAT MEASURES CARBON DIOXIDE PARTS PER MILLION LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS. DIFFERENTIAL PRESSURE TRANSMITTER- A DEVICE THAT MEASURES THE DIFFERENCE IN PRESSURE BETWEEN TWO SENSING POINTS AND SENDS AN ANALOG SIGNAL TO THE BAS. DUCT SMOKE DETECTOR -A DEVICE WHICH DETECTS SMOKE IN A DUCT, TYPICALLY THE DEVICE IS 120V HARDWIRED SO ACTIVATION OF THE SMOKE DETECTOR WILL AUTOMATICALLY SHUT OFF POWER TO THE ASSOCIATED HVAC SYSTEM. EMERGENCY POWER OFF - A DEVICE THAT WILL SHUT OFF POWER TO ASSOCIATED SYSTEM. TYPICALLY 120V HARDWIRED AND USED FOR BOILER SYSTEMS HIGH PRESSURE SWITCH - A DEVICE THAT INDICATES PRESSURE AS A BINARY SIGNAL. TYPICALLY USED AS A 120V HARDWIRED SAFETY THAT WILL SHUT OFF POWER TO THE FAN IF THE PRESSURE IN THE SYSTEM IS TOO POSITIVE OR TOO NEGATIVE. RELATIVE HUMIDITY SENSOR - A SENSOR THAT MEASURES RELATIVE HUMIDITY LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS. TEMPERATURE ELEMENT - A SENSOR THAT MEASURE TEMPERATURE AND TRANSMITS A SIGNAL TO THE BAS. THE USE OF "TEMPERATURE ELEMENT" IS APPROPRIATE BECAUSE THE TRANSMITTED VALUE TO THE CONTROLLER IS DONE VIA A RESISTIVE SIGNAL, NOT A 4-20 MA OR 0.10VDC. TEMPERATURE SWITCH - A DEVICE THAT INDICATES TEMPERATURE AS A BINARY SIGNAL. TYPICALLY USED AS A 120V HARDWIRED SAFETY THAT WILL SHUT OFF POWER TO THE FAN IF THE TEMPERATURE IN THE SYSTEM IS TOO LOW. (IE: FREEZESTAT) CARBON MONOXIDE SENSOR- A SENSOR THAT MEASURES CARBON MONOXIDE PARTS PER MILLION LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS. NITROGEN DIOXIDE SENSOR- A SENSOR THAT MEASURES NITROGEN DIOXIDE PARTS PER MILLION LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS. METHANE SENSOR - A SENSOR THAT MEASURES METHANE PARTS PER MILLION LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS. MOISTURE DETECTOR - A DEVICE THAT SENSES MOISTURE AND TRANSMITS A BINARY SIGNAL TO THE BAS. IE: CONDENSATE DRIP PAN MOISTURE DETECTOR, POSITION SWITCH - A DEVICE THAT SENSES POSITION AND TRANSMITS A BINARY SIGNAL TO THE BAS. IE: DAMPER END SWITCH, ANALYSIS INDICATING TRANSMITTER - A GENERIC FORM FOR A TRANSMITTER WITH A LOCAL DISPLAY USED TO MEASURE A GAS OR FLUID NOT MENTIONED ABOVE. ANALOG INPUT -A MODULATING SIGNAL THAT COMES FROM THE FIELD DEVICE TO THE BAS SYSTEM. IE: THERMOSTAT. ANALOG OUTPUT -A MODULATING SIGNAL SENT OUT FROM THE BAS TO THE FIELD DEVICE. IE: FLOW CONTROL VALVE, DIGITAL INPUT - A BINARY SIGNAL THAT COMES FROM THE FIELD DEVICE TO THE BAS SYSTEM. IE: FLOW SWITCH: DIGITAL OUTPUT - A BINARY SIGNAL SENT OUT FROM THE BAS TO THE FIELD DEVICE, IE: FAN START/STOP COMMUNICATION WIRING - WIRING BETWEEN CONTROLLERS IN A BAS SYSTEM. ALLOWS NUMEROUS POINTS OF INFORMATION TO COMMUNICATE THROUGH THE NETWORK CABLE, BAS NETWORK SPEED AND TRAFFIC CAN EFFECT CONTROLLABILITY. BACNET MS/TP IS THE MOST COMMON COMMUNICATION WIRING, REQUIRING 22 GAUGE TWISTED PAIR WIRING BETWEEN THE CONTROLLERS. BACNET IP IS AN INTERNET BASED COMMUNICATION PROTOCOL THAT PLUGS INTO A NETWORK JACK THROUGH A CAT 5e CABLE. AIR HANDLER UNIT - SEQUENCE OF OPERATIONS SETPOINTS ITEM SETPOINT1 SETPOINT2 DEADBAND AHU SUPPLY AIR TEMP 55' F 65° F RESET OCCUPIED TU ZONE AVERAGE STPT 75° F FUTURE 2° F SETBACK TU ZONE AVERAGE STPT FUTURE FUTURE FUTURE FILTER PRESSURE DIFF (IN. W.G.) 0.5 1 SUPPLY AIR DUCT PRESSURE 2" W.G. V W.G. GENERAL 1 THE BUILDING AUTOMATION SYSTEM (BAS) SHALL INTERFACE WITH THE AIR HANDLER UNIT. 2 PROVIDE ALL CONTROL DEVICES, WIRING, CONDUIT, PROGRAMMING, AND ACCESSORIES FOR A COMPLETE SYSTEM. 3 PROVIDE FULLY FUNCTIONAL AND OPTIMIZED SYSTEM.THE CONTROLS CONTRACTOR IS RESPONSIBLE FOR THE SYSTEM OPERATION AND FUNCTION. 4 THE PRIMARY HVAC SYSTEM FOR THE LABS IS A 1001% OUTDOOR AIR HANDLER UNIT (AHU-1) WITH A PREFILTER. SUPPLY AIR COOLING IS PROVIDED BY DX COOLING COILS. HEATING IS PROVIDED BY A HEAT RECOVERY COIL (HRC-1) AND AN ELECTRIC HEATING COIL, ZONE CONTROL IS PROVIDED BY SINGLE DUCT TERMINAL UNITS (TU) WITH ELECTRIC REHEAT. 5 SETPOINTS AND SCHEDULES SHALL BE THROUGH THE BAS INTERFACE AND SHALL BE GRAPHICALLY ADJUSTABLE VIA THE OPERATOR WORKSTATION. 6 COMMISSIONING SUPPORT: 6.1 PROVIDE CONTROLS DOCUMENTATION, COMPLETE WITH SYSTEM COMPONENTS. 6.2 PROVIDE POINT TO POINT TESTING AND VERIFICATION OF THE SEQUENCE OF OPERATION BEFORE FUNCTIONAL PERFORMANCE TESTING WITH THE COMMISSIONING AGENT. 6.3 PROVIDE FUNCTIONAL PERFORMANCE TESTING AND SUPPORT AS DIRECTED BY THE COMMISSIONING AGENT. 7 REPORTLOGS 7A AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE BAS SHALL GENERATE AN INPUT VALUE REPORT OF ALL ADJUSTABLE SETPOINTS AND PROGRAMMING INPUTS. REPORT SHALL CLEARLY IDENTIFY ANY POINTS THAT ARE IN OPERATOR OVERRIDE. 7.2 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE CONTROL SYSTEM SHALL GENERATE AN INPUT VALUE REPORT OF ALL ADJUSTABLE SETPOINTS AND PROGRAMMING INPUTS ASSOCIATED WITH THE SYSTEM, 7.3 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE BAS SHALL GENERATE AN OUTPUT VALUE REPORT OF ALL SENSED AND PROGRAMMED OUTPUT VALUES ASSOCIATED WITH THE H SYSTEM 7.4 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE CONTROL SYSTEM SHALL GENERATE AN OUTPUT VALUE REPORT OF ALL SENSED AND PROGRAMMED OUTPUT VALUES ASSOCIATED WITH THE SYSTEM. 7.5 GENERATION OF ANY REPORT LOG SHALL BE TIME STAMPED WITH USER ID, TIME OF DAY, AND DATE. 8 SUPPLY AIR TEMPERATURE SETPOINT-OPTIMIZED: THE CONTROLLER SHALL MONITOR THE SUPPLY AIR TEMPERATURE AND SHALL MAINTAIN A SUPPLY AIR TEMPERATURE SETPOINT RESET BASED ON ZONE COOLING REQUIREMENTS. 7A THE SUPPLY AIR TEMPERATURE SETPOINT SHALL BE RESET FOR COOLING BASED ON ZONE COOLING REQUIREMENTS AS FOLLOWS: - INITIAL SUPPLY AIR TEMPERATURE SETPOINT 1 SHALL BE 55F AS COOLING DEMAND INCREASES, THE SETPOINT SHALL INCREMENTALLY RESET DOWN TO A MINIMUM OF 55F. -AS COOLING DEMAND DECREASES, THE SETPOINT SHALL INCREMENTALLY RESET UP TO A MAXIMUM OF 65F. OPERATION ROOFTOP A/C UNIT (TYPICAL) SUPPLY FAN OPERATES CONTINUOUSLY DURING OCCUPIED PERIOD AND SUPPLY FAN SPEED 1S RESET THROUGH VFD TO MAINTAIN SUPPLY AIR STATIC PRESSURE. SUPPLY AIR, STATIC PRESSURE SET POINT WILL BE INITIALLY SET AT 1', CONTROL RANGE- WILL BE +0.5' TO +1,5', EXHAUST FAN OPERATES CONTINUOUSLY DURING OCCUPIED PERIOD AND EXHAUST FAN SPEED IS RESET THROUGH VFD TO MAINTAIN BUILDING STATIC PRESSURE. INITIAL S,P, SETTING WILL BE +0.05' W.G, DRY BULB ECONOMIZER CYCLE AND MECHANICAL COOLING WILL BE SEQUENCED TO MAINTAIN SUPPLY AIR TEMPERATURE SET POINT OF 55 DEGREES F. ECONOMIZER WILL. BE FIRST STAGE. OF CODLING WHENEVER OUTDOOR TEMPERATURES EXCEEDS RETURN AIR TEMPERATURE. OA DAMPER WILL BE AT MINIMUM POSITION AS DETERMINED BY IAQ SENSOR DURING OCCUPIER PERIOD WHENEVER ECONOMIZER CYCLE IS NOT UTILIZED FOR COOLING OR PARTIAL COOLING, DDC SYSTEM WILL HAVE THE CAPABILITY TO OVERRIDE ECONOMIZER OPERATION AND OUTSIDE AIR DAMPER WILL, THROUGH OPERATOR MANIPULATION, POSITION FROM FULLY OPEN TO FULLY CLOSED AS DESIRED. NOTES: 1. EXISTING SEQUENCE OF OPERATIONS FOR REFERENCE ONLY. 2. REUSED AND RELOCATED BOXES TO MAINTAIN EXISTING SEQUENCE OF OPERATIONS. 3. REPLACE EXISTING ALERTON CONTROLS FOR ONE EXISTING RTU & RESTROOMS EXHAUST FAN, CLG COIL OPTIONS SEQUENCE OF OPERATION VAV BOX TERMINAL FAN OPERATES CONTINUOUSLY DURING OCCUPIED PERIOD AND INTERMITTENTLY DURING UNOCCUPIED PERIOD ON A CALL FOR HEAT ONLY PRIMARY AIR VALVE MODULATES FULL OPEN FROM MINIMUM VENTILATION POSITION ON A CALL FOR COOLING (SEE VAV BOX SCHEDULE FOR VALUES) DURING OCCUPIED PERIOD AND REMAINS FULLY CLOSED DURING UNOCCUPIED PERIOD, ON A CALL FOR HEATING, THE PRIMARY AIR VALVE WILL MODULATE TO MINIMUM POSITION, ON FURTHER HEATING DEMAND, ELECTRIC TERMINAL HEAT IS STAGES ON TO MAINTAIN HEATING SET POINT. A PROGRAMMABLE OCCUPANCY OVERRIDE 'PUSH BUTTON' AT EACH ZONE SENSOR WILL PLACE THE SYSTEM INTO OCCUPIED MODE FOR A DURATION AS PROGRAMMED INTO THE CONTROL SYSTEM, TOILET EXHAUST FAN TOILET EXHAUST FAN WILL OPERATE CONTINUOUSLY DURING OCCUPIED PERIOD AND REMAIN OF OTHERWISE (OCCUPANCY OVERRIDE AT ANY ZONE WILL PLACE THE TOILET EXHAUST FAN SYSTEM INTO OCCUPIED MODE), EXISTING BUILDING SEQUENCE OF OPERATIONS SCALE: NTS I r- - - - - - - - - - - - 1 r----------- - - - - - - - - - - --- -------- - -- --- - --- - - - -j ---- --- -- - - -� I I I I r---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I 3 I I I I I I I HRR I I I I I I I I I I I HRS CONTROL PANEL I I I I I I QA w H o = I I SA I I I LL DS TE TS C VFD w TE PS PDT I I F PDT I, } I I I f I r - ---- -� � I I I I I I I l CONTROL PANEL L- - �----- L_--I - - - -1 -r I i i i r----- (- -------- �__ i __ __ ___ J i -- - - - - -� I I I I I I f ______ i r -- - _ J --- i iI J i i i r 1,________________ _ �II11,11 i r i 1 I r------------J J I i ii r- - - - - -- _ _ _ _ J i I I r _ - _ _ ------ I I I I I i I Z I I i I I I I i i I I r--"'JJ i II r i wl N Cr l I J J g l O C, I Z¢ I I w l 1 w w 1 1 i O � I i O O 0 1 Q O � I � N N i'n 1 I O a0 1 N y wI a l y1 W l O.I O p,l O a1 O_i O p wl <I I I = FI W1 I i I l- 1 HI F-I 1=1 F-I F=1 F-I h I p I g a I F I F-I 1=1 i �I N l O'1 Q I i = Q Q1 Q1 6I Q Q1 wI �QQ 1 I 1 z1 i ¢1 z I QI N i Q N <i 1 N I N > �i 'SI F ¢I a zi ¢I i Hi O WI (~q l �I �1 N NI mI C1 �I wl N N W �1 wi O.I cr¢I WI wI .-I NI MI vl }I wi g ZI W W I Z FI CL w wl W w l W W wi W 1 J LLw.l W w i w wi w 1 OI �i ¢I 'I Q:I LLI �1 ¢� 4I Q I U~J I NI II I F�¢-.I N � N 1 �i Q I F1 25 pl 651 rl Ni � I 1 '�% i WQ Q 1 O I w l Y r i y l (D CD 1 (D 1 (D I (D C9 1 CD I (D r 1 H 1 r i Z I Z I i Z 01 Z I I FI pi V5 F-I NI W I W1 dl dl aI h� h1 hi FI F¢I h L�-¢-[I sHa(I 4.1 �I �JI pI 01 =i �i OI DI 01 Ci.1 W �I =i =1 = 1 =I =1 SI yI m OI O� OI 01 AO AO D AI A DOODOOOOOAI AIAIDO DO DOO 1 AIR HANDLER UNIT SHALL BE ENABLED AND DISABLED BY THE BAS SYSTEM. OCCUPANCY SCHEDULE IS 2417 2 BAS CONTROLS MONITOR AND CONTROL THE OPERATION OF THE AIR HANDLER UNIT AND TERMINAL UNITS. 3 DURING OCCUIPED MODE, WHEN ENABLED, OSA DAMPERS SHALL OPEN, FANS SHALL OPERATE IN TANDEM TO MEET THE DESIGN AIRFLOW SETPOINTS, SUPPLY FANS SHALL OPERATE CONTINUOUSLY, BAS CONTROLS SHALL OPERATE THE FANS TO MAINTAIN THE SUPPLY AIR DUCT PRESSURE SETPOINT LISTED IN THE TABLE, SENSOR TO BE LOCATED APPROXIMATELY 2/3 DOWN THE MEDIUM PRESSURE SUPPLY DUCT. 4 BAS CONTROLS SHALL OPERATE THE DX COMPRESSORS TO MAINTAIN THE SUPPLY AIR TEMP SETPOINT LISTED IN THE TABLE ABOVE. 5 (4) DIGITAL SCROLL COMPRESSORS WITH INDEPENDENT CIRCUITS SHALL MODULATE TO MAINTAIN THE COOLING SETPOINT, 6 HEATING IS PROVIDED BY A HEAT RECOVERY COIL AND AN ELECTRIC HEATING COIL. SUPPLY AIR HEATING SHALL BE STAGED WITH THE HEAT RECOVERY COIL AS THE 1ST STAGE AND ELECTRIC HEATING COIL AS THE SECOND STAGE OF HEATING. 7 AS THE FIRST STAGE OF HEATING,THE HEAT RECOVERY COIL 3-WAY VALVE WILL MODULATE TO MAINTAIN A DISCHARGE AIR TEMP. 8 AS THE SECOND STATE OF HEATING, THE ELECTRIC HEATING COIL SHALL ENABLE ITS (6) HEATING INDEPENDENT CIRCUITS AND SHALL MODULATE TO MAINTAIN THE HEATING SETPOINT. 9 TERMINAL UNITS (TU) WITH ELECTRIC REHEAT SHALL PROVIDE VARIABLE AIRFLOW TO EACH ZONE. AN ELECTRIC HEATING COIL WITH SCR CONTROLS SHALL MODULATE TO MAINTAIN OCCUPIED ZONE AVERAGE SETPOINT. 10 SUPPLY AIR TERMINAL DEVICES SHALL MODULATE TO MAINTAIN A MINIMUM AIR FLOW RATE OF 6 AIR CHANGES PER HOUR IN ALL THE LAB SPACES. 11 REHEAT COIL SCR SHALL MODULATE TO MAINTAIN SPACE TEMPERATURE SET POINT AT SPACE TEMPERATURE SENSOR. 12 UPON A LOSS OF COUMMUNICATIONS WITH THE BAS GLOBAL CONTROLLER, OPERATE IN LAST MODE, AND THE BAS SHALL GENERATE AN ALARM. 13 WHEN THE SUPPLY AIR SMOKE DETECTOR IS IN ALARM, THE SYSTEM SHALL TURN OFF. 14 NO UNOCCUPIED MODE. CONTROLS CONTRACTOR TO SETUP CONTROL SYSTEM TO OPERATE IN SETBACK MODE. BAS CONTROLLER AIR HANDLING UNIT CONTROL DIAGRAM SCALE: NTS ALARMING -PROVIDE AN ALARM AT THE OPERATOR WORKSTATION FOR THE FOLLOWING OCCURRENCES 1 LOSS OF COMMUNCIATION 2 UNIT IN HAND 2 VFD FAULT 3 FAN FAILURE 4 LOW STATIC PRESSURE 6 HIGH STATIC PRESSURE 7 COMPRESSOR FAILURE 8 LOW SUPPLY AIR TEMPERATURE 9 HIGH SUPPLY AIR TEMPERATURE 10 FILTER DIFFERENTIAL PRESSURE 11 GENERAL FIRE ALARM 13 SUPPLY AIR TEMPERATURE 14 ZONE TEMPERATURE OUT OF DESIGN 15 HIGH ZONE SUPPLY AIR TEMPERATURE ELEVATOR MACHINE ROOM EXHAUST SYSTEM MACHINE ROOM EXHAUST FAN WILL OPERATE ON A CALL FOR COOLING THROUGH WALL MOUNTED LINE VOLTAGE THERMOSTAT (SINGLE STAGE). SYSTEM PARAMETERS S,A.T. (RE-SETTABLE) = 55-65 DEGREES F S.A. S.F. _ +.05 THROUGH +15 (TBD) OA MIN. POS. = 0-100% (DETERMINED THRU IAQ SENSOR) BUILDING S.P. _ +,05 OCCUPIED = TBD BY OWNER/TENANT OVERRIDE = TBD BY OWNER/TENANT TERMINAL UNIT PARAMETERS BIAS RANGE (PROGJ = PLUS OR MINUS 3 DEGREES F COOLING CENTER SETPOINT = 75 DEGREES F HEATING CENTER SETPOINT = 68 DEGREES F MIN. CFM = AS SCHEDULED MAX. CFM = AS SCHEDULED OVERRIDE DURATION = TBD BY OWNER/TENANT r-------- --- - - -- I I I I I SPACE I I I I I i wl Fr -- ZI - - - - - - - -LJ ------- -- �I a 1 �I 1 wI hl Of pI Z¢I �I HI I ¢i KI ¢1 �I �I 0 Iw-I FI UI QI .Fq1 K C) UI n.I O.I 0 =I 01 AO AI AI AO COM s TERMINAL UNIT SYSTEM DIAGRAM (TU) M-005 SCALE: NTS SINGLE DUCT VAV TERMINAL UNIT (TU) SETPOINTS ITEM SETPOINT OCCUPIED HEATING SETPOINT 70F i 2F OCCUPIED COOLING SETPOINT 75F±2F UNOCCUPIED HEATING SETPOINT 55F UNOCCUPIED COOLING SETPOINT 85F DISCHARGE AIR TEMPERATURE SETPOINT 85F 1.GENERAL 1.1. EACH VAV BOX SHALL BE CONTROLLED FROM A DEDICATED ROOM THERMOSTAT OR DUCT TEMPERATURE ELEMENT. 1.2.000UPIED, UNOCCUPIED, MORNING WARM UP AND COOL DOWN MODES SHALL BE DETERMINED BY ITS ASSOCIATED AHU/RTU. 1.& ALL SETPOINTS SHALL BE ADJUSTABLE AT THE OPERATOR WORKSTATION 'A. ALL VAV BOXES SERVING LAB SPACES SHALL RUN 2417. 2. TEMPERATURE CONTROL 2.1. THE PRIMARY AIR DAMPER MODULATES TO MAINTAIN THE DESIRED PRIMARY AIRFLOW. 2.2. FOR VAV BOXES WITH HEAT, MODULATE SCR ELECTRIC HEAT TO MAINTAIN DISCHARGE TEMPERATURE SETPOINT. 2.3. RESET THE PRIMARY AIRFLOW SETPOINT TO BETWEEN THE MINIMUM AND MAXIMUM SCHEDULED VALUES TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. 2.4. IF THE DISCHARGE AIR TEMPERATURE SETPOINT REACHES THE COOLING SUPPLY SETPOINT AND THE SPACE IS STILL IN NEED OF COOLING RESET THE PRIMARY AIRFLOW TO MEET THE ROOM TEMPERATURE SETPOINT. 2.5. FOR VAV BOXES WITH HEAT IF THE DISCHARGE AIR TEMPERATURE SETPOINT REACHES THE HEATING SUPPLY SETPOINT AND THE SPACE IS STILL IN NEED OF HEATING RESET THE PRIMARY AIRFLOW TO MEET THE ROOM TEMPERATURE SETPOINT. 2.6. FOR SPACES SERVED BY MULTIPLE TERMINAL UNITS, CONTROLS SHALL PREVENT SIMULTANEOUS HEATING AND COOLING, 2.7. IN THE EVENT OF A POWER BUMP OR A LOSS OF PRIMARY AIRFLOW, ALL OF THE PRIMARY AIR DAMPERS SHALL GO TO A PRETERMINED VALUE OF 15% TO PREVENT OVER PRESSURIZATION OF THE BUILDING, 3. OCCUPIED MODE 3.1. AIR SHALL FLOW CONTINUOUSLY. REFERENCE VAV BOX SCHEDULE FOR AIRFLOW MINIMUMS AND MAXIMUMS 3.2. SEE THE TEMPERATURE CONTROL SECTION ABOVE FOR VAV BOX OPERATION 4. UNOCCUPIED MODE 4.1. VAV BOX IS CLOSED UNLESS THERE IS A CALL FOR TEMPERATURE CONTROL, REFERENCE VAV BOX SCHEDULE FOR AIRFLOW MAXIMUMS. MINIMUM AIRFLOW IS ZERO. 4.2, SEE THE TEMPERATURE CONTROL SECTION ABOVE FOR VAV BOX OPERATION 4.3. UPON AN OCCUPANT PRESSING AN OVERIDE BUTTON THE ENTIRE FLOOR SHALL CHANGE TO OCCUPIED MODE FOR 2 HOURS. THE AHU/RTU ASSOCIATED WITH THAT ZONE SHALL BE ENABLED. 4.4. SINGLE DUCT VAV (TU) SERVING LABORATORY SPACES SHALL RUN 24/7 AND CONSTANT VOLUME 5. MORNING WARM UP MODE 5.1. MORNING WARM-UP START TIME SHALL BE CALCULATED BY THE BAS OPTIMAL START PROGRAM. 5.2. MORNING WARM-UP MODE ONLY APPLIES TO BOXES WITH HEAT. 5.3. VAV BOX IS CLOSED UNLESS THERE IS A CALL FOR TEMPERATURE CONTROL, REFERENCE VAV BOX SCHEDULE FOR AIRFLOW MAXIMUMS. MINIMUM AIRFLOW IS ZERO, 5A. SEE THE TEMPERATURE CONTROL SECTION ABOVE FOR VAV BOX OPERATION 5.5. UPON INITIATION OF MORNING WARM-UP, EVERY VAV BOX THAT IS IN WARM-UP MODE SHALL BE ENABLED UNTIL THE SPACE OCCUPIED TEMPERATURE SETPOINT IS REACHED. WARM-UP MODE AT VAV BOX ENDS AT SCHEDULED OCCUPIED TIME OR WHEN SPACE TEMPERATURE IS SATISFIED, WHICHEVER COMES FIRST. 6. MORNING COOL DOWN MODE 6.1. MORNING COOL DOWN START TIME SHALL BE CALCULATED BY THE BAS OPTIMAL START PROGRAM, 6.2. VAV BOX IS CLOSED UNLESS THERE IS A CALL FOR TEMPERATURE CONTROL. REFERENCE VAV BOX SCHEDULE FOR AIRFLOW MAXIMUMS, MINIMUM AIRFLOW IS ZERO. 6.3. SEE THE TEMPERATURE CONTROL SECTION ABOVE FOR VAV BOX OPERATION 6.4. UPON INITIATION OF MORNING COOL DOWN, EVERY VAV BOX THAT IS IN COOL DOWN MODE SHALL BE ENABLED UNTIL THE SPACE OCCUPIED TEMPERATURE SETPOINT IS REACHED. COOL DOWN MODE AT VAV BOX ENDS AT SCHEDULED OCCUPIED TIME OR WHEN SPACE TEMPERATURE IS SATISFIED, WHICHEVER COMES FIRST. - 6.5. HEAT IS DISABLED IN COOL DOWN MODE. 6.& THE AHU/RTU ASSOCIATED WITH THAT ZONE SHALL BE ENABLED. 7. ALARMS Tt "LOW ZONE TEMPERATURE ALARM': GENERATE AN ALARM WHEN THE ROOM TEMPERATURE IS 5 DEGREES BELOW SETPOINT FOR 15 MINUTES. 7.2.'HIGH ZONE TEMPERATURE ALARM': GENERATE AN ALARM WHEN THE ROOM TEMPERATURE IS 5 DEGREES ABOVE SETPOINT FOR 15 MINUTES, 0 S A S Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET r— — — — — — — — — I I L— — — — — — - SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL CONTROLS DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 RECEIVED CITY OF TUKWILA DEC,,20 2019 PERMIT CENTER M 0" 0 5 f 0 S A S Architects HRR —10+ I RA RA rW- PDT DS TE LL PDT C VFD T FF EF-2 ONLY 1 I I I �� BACNET _ ----------- 1 1 1 r - J f -_ J I L- - - - -- -- -- - - - - - r - r - N ._---- 4j W hi W; LLI LLI LI FI a W of AI AI oQ AI A. of 2 EXHAUST SINGLE DUCT VAV ETU AI AQ AQ AI DI AO 2 M-006 SCALE: NTS BAS CONTROLLER EXHAUST FAN & HEAT RECOVERY CONTROL DIAGRAM I —NA IV1G I SCALE: NTS GENERAL EXHAUST FAN & HEAT RECOVERY COILS SEQUENCE OF OPERATIONS GENERAL 1 THE BUILDING AUTOMATION SYSTEM (BAS) SHALL INTERFACE WITH THE HEAT RECOVERY UNITS AND EXHAUST FANS. 2 PROVIDE ALL CONTROL DEVICES,WIRING,CONDUIT,PROGRAMMING, AND ACCESSORIES FOR A COMPLETE SYSTEM. 3 PROVIDE FULLY FUNCTIONAL AND OPTIMIZED SYSTEM.THE CONTROLS CONTRACTOR IS RESPONSIBLE FOR THE SYSTEM OPERATION AND FUNCTION. 4 THE EXHAUST SYSTEM IS COMPRISED OF (1) GENERAL LAB EXHAUST FAN (EF-1) AND (1) FUME HOOD EXHAUST FAN (EF-2). HEATING IS PROVIDED THROUGH (2) HEAT RECOVERY COILS WITH PREFILTERS, THE HEAT RECOVERY SYSTEM IS COMPRISED OF (2) HEAT RECOVERY PUMPS (HRP-1, HRP-2), AND (2) HEAT RECOVERY COILS; HRU-1 SERVES THE FUME HOOD EXHAUST AND HRU-2 SERVES THE GENERAL LAB EXHAUST. 5 SETPOINTS AND SCHEDULES SHALL BE THROUGH THE BAS INTERFACE AND SHALL BE GRAPHICALLY ADJUSTABLE VIA THE OPERATOR WORKSTATION. 6 COMMISSIONING SUPPORT: 6A PROVIDE CONTROLS DOCUMENTATION, COMPLETE WITH SYSTEM COMPONENTS. 6.2 PROVIDE POINT TO POINT TESTING AND VERIFICATION OF THE SEQUENCE OF OPERATION BEFORE FUNCTIONAL PERFORMANCE TESTING WITH THE COMMISSIOINING AGENT, 6.3 PROVIDE FUNCTIONAL PERFORMANCE TESTING AND SUPPORT AS DIRECTED BY THE COMMISSIONING AGENT. 7 REPORTLOGS 7.1 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE BAS SHALL GENERATE AN INPUT VALUE REPORT OF ALL ADJUSTABLE SETPOINTS AND PROGRAMMING INPUTS. REPORT SHALL CLEARLY IDENTIFY ANY POINTS THAT ARE IN OPERATOR OVERRIDE. T2 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE CONTROL SYSTEM SHALL GENERATE AN INPUT VALUE REPORT OF ALL ADJUSTABLE SETPOINTS AND PROGRAMMING INPUTS ASSOCIATED WITH THE SYSTEM. 7.3 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE BAS SHALL GENERATE AN OUTPUT VALUE REPORT OF ALL SENSED AND PROGRAMMED OUTPUT VALUES ASSOCIATED WITH THE SYSTEM 7.4 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE CONTROL SYSTEM SHALL GENERATE AN OUTPUT VALUE REPORT OF ALL SENSED AND PROGRAMMED OUTPUT VALUES ASSOCIATED WITH THE SYSTEM, 7.5 GENERATION OF ANY REPORT LOG SHALL BE TIME STAMPED WITH USER ID, TIME OF DAY, AND DATE. OPERATION 1 EXHAUST FANS SHALL BE ENABLED AND DISABLED BY THE BAS SYSTEM. CURRENT OCCUPANCY IS 24J7 2 BAS CONTROLS MONITOR AND CONTROL THE OPERATION OF THE HEAT RECOVERY PUMPS, CONTROL VALVE, AND EXHAUST FANS. BAS SHALL MONITOR ENTERING AND LEAVING WATER TEMPERATURES AT THE HEAT RECOVERY COILS. BAS SHALL MONITOR EXHAUST AIR ENTERING AND LEAVING AIR TEMPERATURES AT THE HEAT RECOVERY COILS. BAS SHALL MONITOR FAN STATUS AND RUN TIME. 3 DURING AIR HANDLER UNIT STARTUP, OPEN MOTORIZED DAMERS, RAMP UP SUPPLY AND EXHAUST FANS WITH THE SUPPLY FAN AS LEAD TO PREVENT NEGATIVE PRESSURIZATION OF THE BUILDING. ONCE STARTUP IS COMPLETE, RUN SUPPLY AND EXHAUST FANS IN TANDEM, 4 DURING OCCUPIED MODE, WHEN ENABLED, EXHAUST DAMPERS SHALL OPEN. EXHAUST FANS SHALL RUN CONTINUOUSLY, THE BAS CONTROLS SHALL OPERATE EF-1 TO TRACK THE CFM DIFFERENTIAL BETWEEN AHU-1 & EF-2 AND MAINTAIN A NEGATIVE CFM OFFSET OF 5 % . 5 HRU-2 SERVES HEAT RECOVERY COIL FOR THE FUME HOOD EXHAUST. HRU-1 SERVES HEAT RECOVERY COIL FOR THE GENERAL LAB EXHAUST, HRU-1 AND HRU-2 ARE PIPED IN PARALLED. 6 HEAT RECOVERY PUMPS WILL OPERATE CONTINUOUSLY, WHEN OUTSIDE AIR TEMPERATURE IS GREATER THAN THE HEAT RECOVERY ENTERING WATER TEMP, PUMPS (HRP-1 AND HRP-2), WILL SHUT OFF. 7 UPON A'LOSS OF COMMUNICATIONS WITH THE BAS GLOBAL CONTROLLER, OPERATE IN LAST MODE, AND THE BAS SHALL GENERATE AN ALARM. 8 CURRENTLY THERE IS NO UNOCCUPIED MODE, CONTROLS CONTRACTOR TO SETUP CONTROL SYSTEM TO OPERATE IN SETBACK MODE. ALARMING - PROVIDE AN ALARM AT THE OPERATOR WORKSTATION FOR THE FOLLOWING OCCURRENCES 1 LOSS OF COMMUNCIATION 2 UNIT IN HAND 3 FAN FAILURE 4 LOW STATIC PRESSURE 5 HIGH STATIC PRESSURE 6 FILTER DIFFERENTIAL PRESSURE 7 GENERAL FIRE ALARM 8 EXHAUST FAN FAILURE EXHAUST SINGLE DUCT VAV (ETU) 1.GENERAL 1.1. EXHAUST TERMINAL UNITS SERVING LABORATORY SPACES SHALL RUN 2417. 1.2. EXHAUST TERMINAL UNITS SHALL STAGE TO MAINTAIN THE EXHAUST REQUIRED BY EF-1. 2. ALARMS 2.1. "BOX FAILURE ALARM": GENERATE AN ALARM WHEN EXHAUST DIFFERENTIAL IS MORE THAN 20% FOR 15 MINUTES, 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com MODULATING 3-WAY CONTROL VALVE WJSPRING RETURN — REDUCER AS REQUIRED (TYP) MANUAL AIR VENT ONLY REQUIRED AT HIGH POINT (TYP-2 WHERE REQUIRED) CIRCUIT BALANCING VALVE WITH POSITIVE SHUT-OFF AND MEMORY STOP (TYP-2) SEE NOTE 2 112" PETE'S PLUG (TYP) 314" HOSE END DRAIN VALVE I ISOLATION BUTTERFLY VALVE (TYP) Y-STRAINER WJ 3/4" HOSE END DRAIN VALVE LINE SIZE FLEX IN CRITICAL ENVIRONMENT CONNECTION (TYP-2) ABOVE CEILING PIPE TO FD THERMOMETER WITH THERMO-WELL (TYP-2) �1�cx RISER SIZES ARE FULL SIZE OF COIL CONNECTIONS (TYP) SEE RISER �� � FOOT DETAIL (TYP) NOTES: 1, REFERENCE PIPING DIAGRAM LINE SIZES. 2, PROVIDE UPSTREAMJDOWNSTREAM PIPE DIAMETERS AS REQUIRED BY BALANCE VALVE MANF. AHU - DOUBLE HYDRONIC COIL - 3 WAY VAVLE PIPING DETAIL SCALE: NTS CIRCUIT BALANCING VALVE WITH POSITIVE SHUT-OFF AND MEMORY STOP SEE NOTE 2 4� C E LLN ETI X ' FACILITY RELOCATION MANUAL AIR VENT ONLY i �SJQQ REQUIRED AT HIGH POINT i (TYP-2 WHERE REQUIRED) ISOLATION>��' Nh�Y'•��� THERMOMETER WITH BALL VALVE (TYP) THERMO-WELL (TYP-2) Y-STRAINER - + W 314" HOSE END `$ .¢ 3999 ,u nPA IN VAI VF IN CRITICAL- 1DNAL ENVIRONMENT ` • - ABOVE CEILING PIPE TOFD \Ilk RISERSIZESARE FULL SIZE OF COIL CONNECTIONS (TYP) �I SEE RISER FOOT DETAIL UNION (TYP) (TYP)1/2" PETE'SPLUG IT CONSTRUCTION LINE SIZE FLEX CON NECTION (TYP-2) � 314" HOSE END DRAIN VALVE DRAWING SET NOTES: 1, REFERENCE PIPING DIAGRAM LINE SIZES, 2, PROVIDE UPSTREAMIDOWNSTREAM PIPE DIAMETERS AS REQUIRED BY BALANCE VALVE MANF. SINGLE HYDRONIC COIL PIPING DETAIL SCALE: NTS RECEIVED CITY OF TUKWILA DEC 2 0 2019 PERMIT CENTER I I L SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL CONTROLS DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 HIGH POINT 12" BELOW LOW POINT 12" AFF - - - - - ROOF PROVIDE 1HR FIRE RATED SHAFT BETWEEN / HAZ-MATIWASTE STORAGE ROOM AND ROOF - - - - 2ND FLOOR 1ST FLOOR HAZ-MAT / WASTE STORAGE EXHAUST FAN RISER DIAGRAM SCALE: NTS ROOF SCALE: NTS 0 AHU-1 MAKE-UP WATER CONNECTION ,h ET-1 HRP-1 66 % -HRS 66% HRS HRR - - - - - - - - HRR - - - - - - -�- - - - - - -....--.---.---- HRP-2 ( w 3-WAY VALVE TYP. ( w O( FILTER 9 FUME HOOD EXHAUST W HRC-1 _ FILTER w GENERALLAB EXHAUST ROOF I I I I I I ® 1 MD _ MD I i I I ¢ w w = LL I I 1 - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EA - - - - - - -i - ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - ETU I 7000 ETU CFM SA 2- 9 2- 8 2- 0 2.09 2. 0 2- 8 2-17 2-05 2- 6 2- 5 2-04 2--14 2-03 2- 3 2-02 2-12 2- 1 2- 1 2- 6 2-24 2- 3 2-06 2-27 2-07 2- 2 2-22 7000 I ETU CFM SA Q2 2-3 I I 1 I I I CFM SA 2150 1470 1530 1900 860 1340 1400 1320 1850 1800 1310 1090 730 2090 1670 1080 1000 1020 700 620 180 60 840 210 75 250 475 400 CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA LABORATORY AREAMGR CESSIONING GROSSING FLOW MOLECULAR PAP DISTRIBUTION CYTO IHC MICROTOMY EMBEDDING PROCESSING GROSSING HISTOLOGY FREEZER/ SUPPORT (POST) STORAGE PROCESSING AREA AREA A STORAGE STORAGE STORAGE MOLECULAR (PRE) FISH SCOPE FISH PREP SERVICES SCREENING SSING 3 ATION OSSINGGROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING FUME HOOD GROSSING TURE) TATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION 1000 CFM EA MICROWAVE STATION FM EA 00 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 120 CFM EA 500 CFM EA '1- 1.,I I 3L. ___________- j T I j ® i L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -m- _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ _ _ ,®- - _ _ - _ _ _ _ _ _ _ _ FHEA- - - - _ _ _ _ _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .-I LEVEL 2 MECHANICAL AIR RISER DIAGRAM OFFICE AREA CITY OF TUKWILA S A E Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION DON,, e 39995 ,} A 13,�iy L SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL DIAGRAMS DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 SCALE: NTS PERMIT CENTER EE) MECHANICAL PRESSURIZATION PLAN LEVEL 2 SCALE: 1/16" = l'-U' S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL PRESSURIZATION PLAN TERMINAL UNIT - SINGLE DUCT GENERAL NOTES: 1. SPECIFIC NOTES: 1. PROVIDE SCR HEATING CONTROL DESCRIPTION PHYSICAL DIMENSIONS AIR FLOW ELECTRIC HEATING COIL ELECTRICAL EQUIPMENT CLA TION EQUIPMENTID LOCATION ly�NIT AREA/SYSTEM SERVED STATUS MANUFACTURER MODEL SIZ LENGTH WIDTH IN) HEIGHT (IN) MARY W MIN PRIMARY AIRFLOW CF HEAT TYPE DESIGN AIRFLOW (CF DESIGN ENTERING AIR TV TURE (F,) DESIGN LEAVING AIR ERATU DESIGN AIR PRESSURE DROP .C) DESIGN CAPACITY (BT ) VOLTAGE M PHASE FULL LOAD AMPS SPECIFIC NOTES TU 1-01 1ST FLOOR STOCKROOM NEW NAILOR D30RE 10 31" 14" 121/2" 4730 1000 ELECTRIC 1000 70 89 0.50 6kW 277 1 21.66A 1 1 ND FLO CIALS X NE R 30RE 1 112" TRIG 1670 7 0.50 77 1 TU 2-0 2 OR W NAILO D 9 31" 14" 12 650 ELECT 70 96 10kW 2 36.t0A t TU 2-03 2ND FLOOR IHC NEW NAILOR D30RE 7 31" 12" 121/2" 410 ELECTRIC 730 70 96 0.50 6 kW 277 1 21.66 A 1 TU 2-04 2ND FLOOR CYTO PROCESSING NEW NAILOR D30RE 9 31" 14" 121/2" 1310 720 ELECTRIC 1310 70 94 0.50 10 kW 277 1 36.10A 1 TU 2-05 2ND FLOOR MOLECULAR (POST) NEW NAILOR D30RE 9 31" 14" 121/2" 1320 720 ELECTRIC 1320 70 94 0.50 10 kW 277 1 36.10 A 1 TU 2-06 2ND FLOOR FISH SCOPE NEW NAILOR D30RE 4 31, 10" 10" 210 110 ELECTRIC 210 70 100 0.50 2 kW 277 -1 7.22A 1 TU 2-07 2ND FLOOR SCREENING NEW NAILOR D30RE 8 31, 12' 121/2' 475 150 ELECTRIC 525 70 93 0,50 6 kW 277 1 21.66 A 1 TU 2-08 2ND FLOOR ACCESSIONING NEW NAILOR D30RE 10 31" 14" 121/2" 1470 530 ELECTRIC 1470 70 87 0.50 8kW 277 1 28.88A 1 TU 2-09 2ND FLOOR GROSSING NEW NAILOR D30RE 12 31" 18" 121/2" 1900 650 ELECTRIC 1900 70 87 0.50 10kW 277 1 36.10A 1 TU 2-10 2ND FLOOR GROSSING NEW NAILOR D30RE 8 31" 12" 121/2" 860 280 ELECTRIC 860 70 88 0.50 5 kW 277 1 18.05 A 1 TU 2.11 2ND FLOOR PROCESSING/EMBEDDING NEW NAILOR D30RE 8 31" 12" 121/2" 1020 360 ELECTRIC 1020 70 85 0.50 5kW 277 1 18,05A 1 TU 2.12 2ND FLOOR SPECIALS MBX/RBX NEW NAILOR D30RE 8 31" 12" 121/2" 1080 780 ELECTRIC 1080 70 85 0.50 5 kW 277 1 18,05 A 1 TU 2-13 2ND FLOOR MICROTOMY NEW NAILOR D30RE 12 31" 18" 121/2" 2090 1500 ELECTRIC 2090 70 85 0.50 10kW 277 1 36.10A 1 TU 2-14 2ND FLOOR MICROTOMY NEW NAILOR D30RE 12 31" 18" 121/2" 1920 1460 ELECTRIC 1920 70 83 0.50 8 kW 277 1 28.88 A 1 TU 2-15 2ND FLOOR CYTO PROCESSING NEW NAILOR D30RE 10 31" 14" 1 121/2" 1800 1330 ELECTRIC 1800 70 84 0.50 B kW 277 1 28.88 A 1 TU 2-16 2ND FLOOR DIST & PAP STORAGE NEW NAILOR D30RE 12 31" 18" 121/2" 1850 1330 ELECTRIC 1 1850 70 85 0.50 9 kW 277 1 32.49 A 1 TU 2-17 2ND FLOOR MOLECULAR (POST) NEW NAILOR D30RE 9 31" 14" 121/2" 1400 1060 ELECTRIC 1400 70 84 0.50 6 kW 277 1 21.66 A 1 TU 2-1B 2ND FLOOR FLOW NEW NAILOR D30RE 9 31" 14" 121/2" 1340 1 1000 ELECTRIC 1340 70 84 0.50 6 kW 277 1 21.66 A 1 TU 2-19 2ND FLOOR ACCESSIONING NEW NAILOR D30RE 12 31" 18" 12112" 2150 1540 ELECTRIC 2150 70 85 0.50 10 kW 277 1 36.10A 1 TU 2-20 2ND FLOOR GROSSING NEW NAILOR D30RE 10 31" 14" 12112' 1530 1100 ELECTRIC 1530 70 84 0.50 7kW 277 1 25.27A 1 TU 2.21 2ND FLOOR FISH SCOPE NEW NAILOR D30RE 5 31" 10" 10" 260 160 ELECTRIC 260 70 82 0.50 1 kW 277 1 3.61 A 1 TU 2-22 2ND FLOOR SCREENING NEW NAILOR D30RE 8 1 31" 12" 121/2" 400 125 ELECTRIC 125 70 85 0.50 2 kW 277 1 14.44 A 1 TU 2-23 2ND FLOOR I MOLECULAR (PRE) NEW NAILOR D30RE 8 31" 1 12" 121/2" 900 690 ELECTRIC B40 70 1 89 0.50 5 kW 277 1 18.05 A 1 TU 2-2 2N F G OSS G & HISTO OG GE NEW NAILOR D30RE 7 31" 12" 12112" 800 580 ELECTRIC 800 70 86 0.50 4 kW 277 1 14.44 A 1 TU 2-25 1 REMOVED FROM SCOPE - VUK PROGESSIN-G/EMSEMING NEW NAILOR D30RE 7 31" 12" 121/2" 700 500 ELECTRIC 700 70 88 0.50 4kW 277 1 14A4A 1 TU 2-27 2ND FLOOR COPY NEW NAILOR D30RE 7 31" 12" 121/2" 400 175 ELECTRIC 175 70 90 0.50 2 kW 277 1 18.05 A 1 TU 2-28 2ND FLOOR LOCKER NEW NAILOR D30RE 5 31" 10" 10" 240 240 ELECTRIC 240 70 96 0.50 2 kW 277 1 7.22 A 1 EXISTING FAN POWERED TERMINAL UNIT - SERIES (ELECTRIC) GENERAL NOTES: SPECIFIC NOTES: 1. 1, PROVIDE DEMAND CONTROL VENTILATION PER 2015 WSEC SECTION C403.2.6.2 2. PROVIDE NEW CONTROLS AND BAS COMPATIBLE THERMOSTAT 3, REUSE EXISTING SUPPLEMENTARY HEAT EDH-2B-07 (CAPACITY 2kq DESCRIPTION PHYSICAL DIMENSIONS FAN PERFORMANCE ELECTRIC HEATING COIL ELECTRICAL DESIGN COOLING MINIMUM DESIGN ENTERING DESIGNLEAVING ELECTRIC DESIGN MOTOR EQUIPMENT EQUIPMENT ID LOCATION AREA/SYSTEM SERVED CORRELATED STATUS MANUFACTURER MODEL TYPE LENGTH WIDTH HEIGHT INLET SIZE FAN OW AIRFLOW PRIMARY CONTROL MOTOR TYPE AIR AIRTEMPERATURE HEATER CAPACITY VOLTAGE PHASE HORSEPOWER SPECIFIC NOTES CLASSIFICATION RTU (IN) (IN) (IN)' (CFM) (CFM) (CFM) AIRFLOW TEMPERATURE ('F) VOLTAGE (KW) M (0) (HP) (CFM) (=F) FP 1B-01 1ST FLOOR PERIMETER LIBRARY/STORAGEW102 WEST EXISTING NAILOR 35S-5 ELECTRIC 41" 26" 18" 12 550 550 100 CONSTANT VOLUME ECM 68 103 27711 5.0 277 1 0.50 2 FP 1B-14 1STFLOOR INTERIOR LIBRARY/STORAGEW102 WEST RELOCATED NAILOR 35S-6 ELECTRIC 44" 30" 19" 14 600 600 125 CONSTANT VOLUME ECM 68 79 277/1 2.0 277 1 0.75 2 FP 1B-52 1STFLOOR OFFICEW106/W107 WEST RELOCATED NAILOR 35S-3 ELECTRIC 36" 18" 18" 8 200 200 100 CONSTANT VOLUME ECM 66 82 277/1 1.0 277 1 0.10 2 FP 00 W1 ED AIL RIC 41 1 00 1 CON EC 113 7 277 1 UME. 1B-54 CONSTANT FP (PREVIOUSLY 1ST FLOOR WEST RELOCATED NAILOR 35SE-3 ELECTRIC 36" 18" 18" 10 330 330 75 VOLUME ECM 68 87 277/1 2.0 277 1 0.50 2 2B-34) D F 05 / NE ZZ�1 OCA -3 ECT 18" 0 1 ONST E 8 2.0 FP 2B-02 2ND FLOOR CORRIDOR, OFFICE W211 / W212 / W213 WEST RELOCATED NAILOR 35SE-3 ELECTRIC 36" 18" 18" 8 525 525 125 CONSTANT VOLUME ECM 68 80 277/1 2.0 277 1 0.50 2 FP 2B-03 2ND FLOOR INTERIOR BREAK ROOM E237 EAST RELOCATED NAILOR 35SE-3 ELECTRIC 36" 18" 18" 10 1100 1100 75 CONSTANT VOLUME ECM 69 75 277/ 33.0 277 1 0.75 1,2 FP 2B-07 2ND FLOOR NORTH PERIMETER FINANCE E236 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 10 900 600 200 CONSTANT VOLUME ECM 67 83 277/1 3.0. 277 1 0.50 2,3 FP 2B-08 2ND FLOOR EAST PERIMETER FINANCEE236 EAST EXISTING NAILOR 35SE-5 ELECTRIC 41" 26" 18" 12 575 575 75 CONSTANT VOLUME ECM 69 99 27711 5.0 277 1 0.75 2 FP 2B-09 2ND FLOOR EAST PERIMETER OPEN OFFICE E215 EAST EXISTING NAILOR 35SE-5 ELECTRIC 41" 26" 18" 10 850 850 125 CONSTANT VOLUME ECM 69 87 277/1 5.0 277 1 0.75 2 FP 2B-10 2ND FLOOR OFFICEE225 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 16" 6 175 175 45 CONSTANT VOLUME ECM 69 105 277/1 2.0 277 1 0.33 2 FP ZB-11 2ND FLOOR OFFICEE226 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 6 275 275 P8 CONSTANT VOLUME ECM 69 104 277/1 3.0 277 1 0.33 2 FP 2B-12 2ND FLOOR INTERIOR OPEN OFFICE E215 EAST RELOCATED NAILOR 35SE-5 ELECTRIC 41" 26" 18" 10 250 250 125 CONSTANT VOLUME ECM 66 116 277/1 4.0 277 1 0.75 2 FP 2B-13 2ND FLOOR IT ROOM E213 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 8 775 775 175 CONSTANT VOLUME ECM 68 80 277/1 3.0 277 1 0.50 2 FP 2B-14 2ND FLOOR OFFICE E2061 E208 / E210 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 10 760 750 75 CONSTANT VOLUME ECM 69 82 277/1 3.0 277 1 0.50 2 FP 2B-15 2ND FLOOR OFFICE E202 / E204 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 10 750 750 75 CONSTANT VOLUME ECM 69 82 277/1 3.0 277 1 0.50 2 FP 28-16 2ND FLOOR OFFICE W206 / W207! W206 WEST EXISTING NAILOR 35SE•5 ELECTRIC 41" 26" 18" 12 425 425 75 CONSTANT VOLUME ECM 68 132 480/3 &0 277 1 0.75 2 FP 28-17 2ND FLOOR OFFICE W209 / W210 WEST EXISTING NAILOR 35SE-3 ELECTRIC 36" 16" 18" 10 300 250 75 CONSTANT ECM 67 105 27711 3.0 277 1 0.50 2 VOLUME FP 28 2ND FLOOR PERIMETER BREAK ROOM E237 EAST RELOCATED NAILOR 35SE-7 ELECTRIC 47" 58" 18" 16 1200 1200 75 CONSTANT-33 VOLUME ECM 70 85 277/1 6.0 277 1 0.75 1,2 FP 213-35 2ND FLOOR CONFERENCE E219 EAST EXISTING NAILOR 35SE-5 ELECTRIC 41" 26" 18" 12 300 300 100 CONSTANT ECM 67 120 277/1 50 277 1 0.50 2 VOLUME FP 213-36 2ND FLOOR OFFICE E2321 E233 / E234 / E235 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36' 18, 18" 8 650 650 125 CONSTANT VOLUME ECM 68 89 27711 4.0 277 1 0.50 2 FP 2B-37 2ND FLOOR OFFICE E2281 E229 t E230 / E231 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36, 18" 18" 8 400 400 100 CONSTANT VOLUME ECM 68 84 277/1 2.0 277 1 0.50 2 FP 2B-38 2ND FLOOR CONFERENCE E214 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36, 18" 18" 10 300 300 75 CONSTANT VOLUME ECM 68 99, 27711 3.0 277 1 0.50 2 FP 2B-39 2ND FLOOR OFFICE E220 / E221 / E222 / E223 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18, 18, 6 400 400 100 CONSTANT VOLUME ECM 68 84 27711 2.0 277 1 0.33 2 FP 2B40 2ND FLOOR OPEN OFFICE E215 EAST RELOCATED NAILOR 35SE-5 ELECTRIC 41" 26" 18" 12 1200 1200 175 CONSTANT ECM 69 86 27711 7.0 277 1 0.75 2 VOLUME FP 2B41 2ND FLOOR OPEN OFFICE E211 EAST RELOCATED NAILOR 35SE-3 ELECTRIC 36" 18, 18" 10 600 600 175 CONSTANT VOLUME ECM 68 83 277/1 3.0 277 1 0.50 2 FP 2B42 2ND FLOOR RECEPTION E201, OFFICE E2061 E207 / EAST NAILOR 35SE-5 ELECTRIC 41" 26" 18" 12 600 600 125 CONSTANT ECM 68 95 277/1 5.0 277 1 0.75 2 E209 I VOLUME FP 2B-43 2ND FLOOR COFFEE E212, OFFICE E216 / E217 / E218 EAST NAILOR 35SE-3 ELECTRIC 36" 18" 18" 6 425 425 100 CONSTANT VOLUME ECM 68 83 277/1 2.0 277 1 0.33 2 FP 28-44 2ND FLOOR BOARD ROOM E203 EAST RELOCATED NAILOR 35SE-3 ELECTRIC 36" 18" 18" 10 350 350 150 CONSTANT ECM 66 93 277/1 30 277 1 0.50 2 VOLUME FP 21345 2ND FLOOR LOBBY E20OLl EAST RELOCATED NAILOR 35SE-3 ELECTRIC 41" 26" 18" 12 960 960 175 CONSTANT VOLUME ECM 68 78 277/1 3.0 277 1 0.50 2 FP 2647 2ND FLOOR COFFEE W216, LOCKERS W217 WEST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 6 500 500 125 CONSTANT VOLUME ECM 68 82 27711 2.0 277 1 0.33 2 EXHAUST VAV SCHEDULE -SINGLE DUCT GENERAL NOTES: NOTES: 1. 7PECIFIC DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE EQUIPMENT EQUIPMENT ID LOCATION AREA(SYSTEM STATUS MANUFACTURER MODEL TYPE LENGTH WIDTH HEIGHT DESIGN PRIMARY AIRFLOW SPECIFIC NOTES CLASSIFICATION SERVED UNIT SIZE (IN) (IN) (IN) (CFM) ETU 2.1 LEVEL 2 LAB NEW NAILOR D30X 24X16 SINGLE DUCT 30" 38" 18" 7000 ETU 2-2 LEVEL 2 LAB NEW NAILOR D30X 24X16 SINGLE DUCT 30" 38" 18" 7000 ETU 2-3 LEVEL 2 LAB NEW NAILOR D30X 24X16 SINGLE DUCT 30" 38" 18, 6000 1 RECEIVED CITY OF TUKWILA 0 S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION a' F,L DO P o4 kr.., , 'j 39995 ff��� tgypy . CONSTRUCTION DRAWING SET r I I REVIEWED FOR CODE COMPLIANCE iiPPROVED JAN 13 2020 City Of Tukwila BUILDING DIVISION I I L SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL SCHEDULES DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 AIR HANDLING UNIT SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. PROVIDE SHAFT GROUNDING RING ON ALL FAN/MOTOR ASSEMBLIES. 1, CONSTRUCTION: 2. ALL UNITS SHALL BE CONSTRUCTED AS FOLLOWS: A) PROVIDE SEPARATE FRAME DOWNSTREAM OF FILTER BANK TO HOUSE CARBON FILTERS, A) PAINTED 4" DOUBLE -WALL, MARINE GRADE ALUMINUM CONSTRUCTION ON WALLS, CEILING, AND FLOOR, WITH 4.5 LB./CU FT, INSULATION. B) PERFORATED INTERIOR LINER IN THE FAN SECTIONS. B) MARINE GRADE ALUMINUM DRAIN PANS WITH REMOVABLE STAINLESS STEEL GRATING IN MIXING, AND COOLING COIL SECTIONS, 2. MEASUREMENT & CONTROL C) PROVIDE MERV8 PREFILTERS AND MERV 13 FINAL FILTERS AT STARTUP. MERV8 FILTERS TO BE REMOVED AFTER STARTUP, NORMAL OPERATION WITH MERV13 FILTERS ONLY (EXCEPT WHEN CARBON FILTERS ARE ALSO NOTED). ALL MERV 13 FILTERS TO BE MOISTURE A) PROVIDE REAL TIME AIRFLOW MONITORING FOR ALL FANS, WITH SUMMARY INFORMATION FOR ARRAY. RESISTANT, ALL FILTERS SHALL BE 24X24. NO OTHER SIZE IS ALLOWED. B) OUTSIDE AIRFLOW MEASURING STATIONS ON MINIMUM OUTSIDE AIR DAMPER SECTION ONLY. D) ALL ALUMINUM ULTRA -LOW LEAKAGE AIRFOIL DAMPERS, C) MANUFACTURER TO PROVIDE SMOKE DETECTOR TO BE WIRED BY LOCAL ELECTRICIAN E) PROVIDE AND INSTALL BELIMO MODULATING ACTUATORS WITH POSITION INDICATION ON ALL DAMPERS, FACTORY WIRE ACTUATORS TO A TERMINAL STRIP ON UNIT EXTERIOR, 3. MOUNTING 3. PROVIDE MOTOR REMOVAL RAILS FOR ALL FAN MOTORS A) PROVIDE FACTORY BASE 4. ALL COIL SECTIONS B) PROVIDE FACTORY BASE AND ROOF CURB A) HEAT RECOVERY WATER DESIGN - XX DEG F COIL EWT; XX DEG F COIL LWT 4. FILTRATION 5. ELECTRICAL A) SPECIFY FILTER IF FILTER LOADING GAUGE TO BE PROVIDED AND INSTALLED BY MFG, A) PROVIDE SINGLE POINT ELECTRICAL CONNECTION. B) PROVIDE INDICATING FILTER GAUGE ON AIR HANDLER B) EQUIPMENT RATED FOR XX K SCCR. 5. SPRING ISOLATION C) PROVIDE LED MARINE LIGHTS IN ALL SECTIONS, SERVICE OUTLETS IN FAN SECTIONS, AND EXTERNAL OUTLETS. A) PROVIDE SPRING ISOLATION FOR SUPPLY FAN, MAXIMUM 1.01N DEFLECTION 6. FANS HAVE BEEN SIZED TO ALLOW X.X IN W.G. TOTAL PRESSURE DROP ACROSS FINAL FILTERS TO ACCOUNT FOR FILTER LOADING. C) SPECIFY ANY ADDITIONAL VIBRATION ISOLATION REQUIREMENTS 7. FILTER CHANGE OUT PRESSURE DROP FORALL MERV 8 AND MERV 13 FILTERS AT 0.9" W.G. 6. UNIT INCLUDES A RUNAROUND HEAT RECOVERY LOOP THAT HAS 50 % TOTAL HEAT RECOVERY EFFECTIVENESS, 0.91N W.G. PRESSURE DROP ON THE SUPPLY AIR STREAM, AND 0.9 IN W.G. PRESSURE DROP IN THE EXHAUST AIR STREAM. 8. GREY CELLS ARE INTENTIONALLY LEFT BLANK, VALUES NOT APPLICABLE TO UNIT OR EXISTING EQUIPMENT TO BE FIELD VERIFIED. 7. FIELD VERIFY EXISTING UNIT PERFORMANCE PARAMETERS 9. PROVIDE BACKDRAFT FAN ISOLATION IN ALL UNITS WITH MULTIPLE FANS 8. PROVIDE LOW LEAK MOTORIZED DAMPERS PER 2015 WSEC SECTION C403.2.4.3 SHUTOFF DAMPERS. A) SPECIFY IF DAMPERS MUST BE LOW LEAK 9. PROVIDE DIGITAL SCROLL COMPRESSOR. 10. MANUFACTURER TO SHIP UNITS WITH EXTRA SET OF FILTERS. 10. PROVIDE SCR HEATING CONTROLS 11. COOLING COIL FACE VELOCITY NOT TO EXCEED 500 FPM. 12. HEATING COIL FACE VELOCITY NOT TO EXCEED 700 FPM. 13. PROVIDE IBC 1708A COMPLIANCE CERTIFICATE. 14. ALLOW FOR 0.31N. W.C. DIRTY FILTER PRESSURE DROP, DESCRIPTION PHYSICAL DIMENSIONS FILTRATION SUPPLY FAN EFFICIENCY OPERATING PRE -FILTER PRE -FILTER DESIGN INITIAL FILTRATION CONTROL OF BLOW UNIT DESIGN AIR NUMBER OF WHEEL DESIGN AIR FLOW PER TOTAL STATIC FAN EQUIPMENT EQUIPMENT ID LOCATION AREAlSYSTEM STATUS MANUFACTURER MODEL TYPE LENGTH WIDTH HEIGHT WEIGHT (DEPTH) FACE VELOCITY QUANTITY OF FILTER UNITS PRESSURE FAN THRUIDRAW FLOW FANS DIAMETER FAN PRESSURE SPEED BRAKE CODE REQUIRED CLASSIFICATIO SERVED (IN) (IN) (IN) (LBS) (IN) (FPM) A DROP(IN.W.C.) (CONSTANT, THRU (CFM) A (IN) (CFM) (IN. W.C.) (RPM) HORSEPOWER MOTORSIZEMINI(EEREIEERI)NCY UNEER/IEER)CY AHU 4B ROOF LABORATORY NEW ALLIANCE 4SV-62.8-AS-FF-H CUSTOM 491" 130" 116" 228301b 4" 505.4 16 1.00 VFD DRAW 31000 2 27 15500 6 21 1800 20.84 25 9.7 / 11.2 10.22113.13 W-PF-DX-EH-CU ROOFTOP DX AIR HANDLING UNIT SCHEDULE DESCRIPTION COOLING COIL HEATING COIL ELECTRICAL ACOUSTICAL EQUIPMENT AIR FLOW ENTERING AIR ENTERING AIR LEAVING AIR LEAVING AIR AIR PRESSURE HEAT TYPE AIR FLOW ENTERINGAIR LEAVINGAIR AIR PRESSURE VOLTAGE PHASE FULL LOAD AMPS TOTAL BRAKE MOTOR REQUIRED MINIMUM CIRCUIT SOUND SOUND SPECIFIC NOTES CLASSIFICATION EQUIPMENT ID (CFM) DRYBULB WETBULB DRYBULB WETBULB DROP (ELECTRIC/HOT (CFM) TEMPERATURE TEMPERATURE DROP M (0) (FLA) HORSEPOWER HORSEPOWER SCCR(kA) AMPACITY POWER PRESSURE @63Hz @125Hz @250Hz @500Hz @1000Hz @2000Hz @4000Hz @8000Hz (°F) (°F) (°F) {°F) (IN. W.C.) WATER) ("F). (°F) (IN. W.C.) (HP) (HP) (A) AHU 4B 31000 93 67 59 55 0.34 ELECTRIC 31000 45 70 0.54 460 3 382 20.84 25 65 391 97 70 100 95 93 94 89 88 83 80 2,3,4,5,6,7,8,9.10 FA S E L GENERAL NOTES: SPECIFIC NOTES: 1 SEE STRUCTURAL DRAWINGS FOR SEISMIC INFORMATION 1 STAND BY POWER REQUIRED 2 SEE SPECIFICATION SHEETS FOR DIMENSIONS AND ACCESS REQUIREMENTS, 2 VARIABLE FREQUENCY DRIVE PROVIDED BY MANUFACTURER 3 STARTER PROVIDED BY ELECTRICAL CONTRACTOR 4 CODE REQUIRED ELECTRICAL OUTLET PROVIDED BY ELECTRICAL CONTRACTOR 5 FAN SPRING ISOLATION REQUIRED 6 MANUFACTURER'S CERTIFICATE OF SEISMIC COMPLIANCE INCLUDED PER IBC 1708.4 7 DOCUMENTED FACTORY TESTING OF ALL UNITS AT DESIGN LOAD CONDITIONS 8 CONSTANT VOLUME SYSTEM 9 PROVIDE LOW LEAK MOTORIZED DAMPERS PER 2015 WSEC SECTION C403.2.4.3 SHUTOFF DAMPERS 0 D SISTANTCOATING. 11 FROM E STAND- POWER. 3 12. PROVIDE FACTORY CURB DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE ELECTRICAL ACOUSTICAL OPERATING DESIGN MAXIMUM DESIGN MINIMUM DESIGN TOTAL DESIGN EXTERNAL QUANTITY OF SOUND EQUIPMEN EQUIPMENT ID LOCATION AREAISYSTEM STATUS MANUFACTURER MODEL DRIVE TYPE CONTROL TYPE WEIGHT ROUTINE AIRFLOW ROUTINE AIRFLOW STATIC STATIC PRESSURE FAN BRAKE FAN ELECTRICAL VOLTAGE PHASE DISCONNECT SOUND POWER PRESSURE @ 63 Hz @ 125 Hz @ 250 Hz @ 500 Hz @ 1000 Hz @ 2000 Hz @ 4000 Hz @ 8000 H SPECIFIC NOTES CLASSIFICATI SERVED LENGTH WIDTH HEIGHT (LBS) PER FAN PER FAN PRESSURE (IN. W.C.} HORSEPOWER HORSEPOWER CONNECTIONS (V) (� PROVIDED BY (OB) (DBj (IN) (IN) (IN) (CFM) (CFM) (IN W.C.) (BHP) (HP) EF 9B ROOF GENERALEXHAUST NEW GREENHECK USF-36 BELT VFD 6.Y. 5' -6" 6'-0" 14151b 20000 CFM 10000CFM 100 14.86 20 1 460 3 ELEC, 90 79 96 100 90 88 87 83 78 71 2,3,4,5,6,7,9 EF tOB ROOF FUME EXHAUST NEW GREENHECK VEKTOR-H-30 BELT VFD 4'-4" 4'-4" 12'-0" 1743lb 11000CFM 5500CFM 3.15 3.00 13.97 15 1 460 3 ELEC. 89 77 88 89 92 84 83 81 75 67 2,3,4,6,7,9,10,12 EF 11B ROOF WASTE EXHAUST NEW GREENHECK VEKTOR-H-9 BELT CONSTANT V-11" V-11' 11'-2" 3681b 1000CFM 1000CFM 1.61 1.50 1.57 2 1 460 3 ELEC. 90 79 92 92 90 89 85 79 75 68 1,3,4,6,7,8,10,11,12 MP - HEAT RECOVERY COIL SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. SEE: MATERIALS MATRIX .FOR MATERIALS OF CONSTRUCTION. DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE PRIMARY SIDE SECONDARY SIDE DESIGN FLOW AIR ENTERING AIR LEAVING PRESSURE DROP DESIGN FLOW CONDENSER WATER CONDENSER WATER PRESSURE DROP EQUIPMENT EQUIPMENT ID LOCATION SYSTEM SERVED STATUS MANUFACTURER MODEL TYPE LENGTH WIDTH HEIGHT OPERATING WEIGHT TOTAL HEAT TRANSFER RATE INLET PIPE SIZE (IN) DSICHARGE PIPE SIZE (IN) SPECIFIC NOTES CLASSIFICATION (IN) (IN) (IN) (LBS) (MBH) DESCRIPTION (CFM) TEMPERATURE TEMPERATURE (IN WG) DESCRIPTION (GPM) ENTERING LEAVING (FT W.C.) (°F} (°F) TEMPERATURE TEMPERATURE PF) (°F) HR 1B ROOF GENERALEXHAUST NEW YORK XTO-90X90 WATER-COOLING 51 90 96 2404 481 AIR 20000 70150 47.8/39.3 0.4 WATER 166 42.8 48.8 14.3 3 3 HR 2B ROOF HOOD VENTS NEW YORK XTO-69X69 WATER-COOLING 51 69 75 1745 243 AIR 11000 70150 49.6l40.2 0.5 WATER 84 42.8 48.8 18.3 3 3 HR 3B ROOF AHU-0B NEW ALLIANCE 58W43.5X94.14.8-WZ-R WATER -HEATING INCLUDED IN AHU-0B 94 87 INCLUDED IN AHU-0B 703 AIR 31000 24 45 1.05 WATER 250 48.9 43 28.68 2.5 2.5 VIBRATION ISOLATION SCHEDULE - PIPING EQUIPMENT TYPE EQUIPMENT SIZE LOCATION IN BUILDING SPEED (RPM) ISOLATOR BASE TYPE TATIC DEFL. STATIC DEFL. (<20' SPAN) (20 TO 30' SPAN) STATIC DEFL. (30 TO 40' SPAN) ACOUSTICAL BASIS NOTES: FLOOR MOUNTED PUMPS UP T010 HP ABOVE GRADE ALL SB OS 1.0" 1.0" 1.5" McK STD 1, I 1B, 9 CONDENSING UNITS ALL ROOF ALL SB NP-1/4" 1,0" 1.0" L5" McK STD 9 REFRIGERANT PIPING ALL ALL ALL NONE NP-1/4" 0.05" 1 0.05" 0.05" McK STD 7,20 PROPOSED ITEMS FOR ACOUSTICAL ENGINEER DETERMINATION NOT PART OF MCK STANDARD - REMOVE FROM NOTES IF NOT USED - DELETE THIS NOTE GENERAL NOTES: ALL DEFLECTIONS INDICATED SHALL CONSIDER LOADING WEIGHTS AT POINT OF APPLICATION ALL EQUIPMENT SHALL BE ISOLATED AND SEISMICALLY RESTRAINED. VALUES ABOVE ARE MCKINSTRY STANDARD APPLICATIONS PER ASHRAE GUIDELINES, ISOLATION METHODS AND VALUES MAYBE CHANGED PER DIRECTION OF THE PROJECT ACOUSTICAL ENGINEER FOLLOWING AN EQUIPMENT PADS TO SHOULD BE A MINIMUM OF 24" WIDER THAN THE FOOTPRINT OF THE UNIT AND 8" LONGER THAN THE UNIT FOR SEISMIC SPRING ATTACHMENTS TO EQPT BASE. PUMP EQPT LENGTH TO INCLUDE SUCTION DIFFUSER. (OPEN) SPRINGS PREFERRED OVER SEISMIC RESTRAINED HOUSED SPRINGS DUE TO LESS POTENTIAL FOR SOUND SHORTING BY CONTACT OF SPRING WITH HOUSING, SCHEDULE NOTES: (NOT ALL USED) 1. PROVIDE SINGLE SPHERE RUBBER FLEXIBLE PIPE CONNECTIONS FOR COLD WATER EQUAL TO: MASON SAFELEX SFU OR SFEJ, ENGINEERED FLEXIBLE PRODUCTS SERIES 301- DOMESTIC COLD WATER CONNECTIONS 1A, PROVIDE DOUBLE SPHERE RUBBER FLEXIBLE PIPE CONNECTIONS EQUAL TO: MASON SAFEFLEX SFDEJ OR ENGINEERED FLEXIBLE PRODUCTS SERIES 302 - DOMESTIC COLD WATER CONNECTIONS SHALL BE NSF-372. 1B. PROVIDE FLEXIBLE SS PIPE CONNECTIONS FOR HOT WATER OR OUTDOOR EQUIPMENT(NSF-372) EQUAL TO: ENGINEERED FLEXIBLE PRODUCTS SERIES PCS 7. PROVIDE ISOLATED ANCHOR BOLTS 9. PROVIDE FLEXIBLE CONDUIT POWER CONNECTION 20. PIPE CLAMP ISOLATED FROM PIPE WITH NEOPRENE PER SIZE INDICATED. VIBRATION ISOLATION SCHEDULE - AIR SIDE EQUIPMENT TYPE EQUIPMENT SIZE LOCATION IN BUILDING SPEED (RPM) BASE ISOLATOR TYPE STATIC DEFL. (<20' SPAN) STATIC DEFL. (20 TO 30' SPAN) STATIC DEFL, (30 TO 40' SPAN) ACOUSTICAL BASIS NOTES: CENTRIFUGAL FANS (POWER VENTILATORS) <25 HP ROOF CURB ALL REFERENCE FAN SCHEDULE REFERENCE FAN SCHEDULE WA NIA N/A McK STD 2,9 INDOOR HEAT PUMPS ALL SUSPENDED ALL SB SH 1.0" 1.0" 1.0" McK STD 2,8,9.18 CUSTOM AHU ALL ALL ALL SB (SEE NOTE 12) 2" 2" 2" McK STD 2,9,12 VAV ALL ABOVE GRADE ALL NONE NONE N/A NA NA McKSTD FAN POWERED VAV ALL ABOVE GRADE ALL NONE NH 2" 2" 2. McK STD 7,9 SED I OR AC CAL EN R DET ATION RT OF TAND EMOV NOT OT US LETE OTE GENERAL NOTES: ALL DEFLECTIONS INDICATED SHALL CONSIDER LOADING WEIGHTS AT POINT OF APPLICATION ALL EQUIPMENT SHALL BE ISOLATED AND SEISMICALLY RESTRAINED. VALUES ABOVE ARE MCKINSTRY STANDARD APPLICATIONS PER ASHRAE GUIDELINES. ISOLATION METHODS AND VALUES MAY BE CHANGED PER DIRECTION OF THE PROJECT ACOUSTICAL ENGINEER FOLLOWING AN EQUIPMENT PADS TO SHOULD BE A MINIMUM OF 24" WIDER THAN THE FOOTPRINT OF THE UNIT AND 8" LONGER THAN THE UNIT FOR SEISMIC SPRING ATTACHMENTS TO EQPT BASE. SEISMIC RESTRAINED (OPEN) SPRINGS PREFERRED OVER SEISMIC RESTRAINED HOUSED SPRINGS DUE TO LESS POTENTIAL FOR SOUND SHORTING BY CONTACT OF SPRING WITH HOUSING. SCHEDULE NOTES: (NOT ALL USED) 2. PROVIDE FLEXIBLE DUCT CONNECTIONS AT DUCTED FAN INLET AND DISCHARGE 7. PROVIDE ISOLATED ANCHOR BOLTS 8, ATTACH HANGER BOX DIRECTLY TO SUPPORTING STRUCTURE AND ALIGN HANGER ROD TO AVOID CONTACTING HANGER BOX 9, PROVIDE FLEXIBLE CONDUIT POWER CONNECTION 12. AHU FANS INTERNALLY ISOLATED TO DEFLECTION NOTED. AHU FASTENED DIRECTLY TO CURB WITHOUT ISOLATION. COILS HARD -PIPED TO SUPPY AND RETURN WATER 18, REQUIREMENT PER OWNER'S PROJECT ACOUSTICAL ENGINEER, 19. VERTICALLY SUPPORTED AT SLAB ON EACH FLOOR A MOTORIZED DAMPER SCHEDULE RECEIVED GENERAL NOTES: SPECIFIC NOTES: CITY OF TUKWILA 1 FAIL POSITION: LOSS OF POWER 1 ELECTRICAL CONTRACTOR TO PROVIDE ACTUATOR POWER (EITHER DIRECTLY TO THE DAMPER OR TO THE CONTROL SYSTEM 24V TRANSFORMER) 2 NORMAL POSITION: LOSS OF CONTROL SIGNAL 2 CONTROLS CONTRACTOR TO INTERLOCK DAMPER (ACTUATOR OR END SWITCH) TO ASSOCIATED FAN VIA BAS. DEC. 2 0 2019 3 OUTDOOR ACTUATORS SHALL BEHAVE A NEMA 4 ENCLOSURE 3 CONTROLS CONTRACTOR TO PROVIDE POSITION FEEDBACK INDICATION FROM ACTUATOR TO BAS. - 4 CONTROLS CONTRACTOR TO WIRE END SWITCHES FOR DAMPER POSITION FEEDBACK TO BAS PERMIT CENTER 5 FIRE ALARM CONTRACTOR TO WIRE END SWITCHES FOR DAMPER POSITION FEEDBACK TO FIRE ALARM I SMOKE CONTROL SYSTEM, 6 FIRE ALARM CONTRACTOR(ELECTRICAL CONTRACTOR) TO INTERLOCK DAMPER POSITION END SWITCHES WITH FAN START AT VFD 7 ELECTRICAL CONTRACTOR TO WIRE 120V ACTUATOR FOR FAN CONTROL INTERLOCK. 8 ELECTRICAL CONTRACTOR TO WIRE FAN AND DAMPER CONTROLS ACTIVATED BY 120V THERMOSTAT. CONTROLS CONTRACTOR TO PROVIDE HONEYWELL T6051A (UP TO 16A LOAD) THERMOSTAT. DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE ACTUATOR EQUIPMENT EQUIPMENT ID LOCATION SYSTEM SERVED EQUIPMENT STATUS MANUFACTURER MODEL TYPE WIDTH HEIGHT BLADE BLADE MODULATING DAMPER VELOCITY FAIL POSITION NORMAL ACTUATOR TYPE ACTUATOR ACTUATOR ACTUATOR CONTROL SPECIFIC NOTES CLASSIFICATION SERVED (IN) (IN) CONFIGURATION ORIENTATION POSITION QUANTITY MOUNTING HANDING SIGNAL (FPM) MD 2-1 LEVEL2 GENERAL EF-96 NEW GREENHECK VCD-23 MOTORIZED 36" 36" No 20000 OPEN OPEN 1 EXTERNAL LEFT EXHAUST DAMPER MD 2-2 LEVEL FUME EXHAUST EF-10B NEW GREENHECK VCD-23 MOTORIZED 30" 30" No 11000 OPEN OPEN 1 EXTERNAL LEFT DAMPER I S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION i mu1...�. ,. ,.miNcim r- - - - - - - - - ( REVIEWED FOR CODE COMPLIANCE I APPROVED JAN 13 2020 I I City of Tukwila I BUILDING DIVISION I L SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL SCHEDULES DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 SPLIT SYSTEM - CONDENSING UNIT SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. UNIT SUPPORT ISOLATION REQUIREMENTS 1. ECONOMIZER EXCEPTION PER 2015 WSEC SECTION C403.3 ECONOMIZERS EXCEPTION 10. 3 DESCRIPTION PHYSICAL DIMENSIONS HEAT PUMP PERFORMANCE ELECTRICAL ACOUSTICAL & SEISMIC OPERATING WEIGHT, COOLING DESIGN CAPACITY COOLING DESIGN CODE MINIMUM UNIT COOLING HEATING DESIGN HEATING DESIGN LOW AMBIENT OPERATION CODE MINIMUM UNIT HEATING SIZE & TYPE OF EACH SIZE & TYPE OF EACH QUANTITY OF MINIMUM CIRCUIT OVERCURRENT EQUIPMEN EQUIPMENT LO ATION ASSOCIATED AREA/SYSTEM STATUS MANUFACTURER MODEL LENGTH WIDTH HEIGHT INCLUDING BASE REFRIGERANT TYPE GROSS TOTAL / SENSIBLE AMBIENT COOLING EFFICIENCY CAPACITY AMBIENT TEMPERATURE MINIMUM TEMPERATURE HEATING EFFICIENCY SUCTION PIPE CONN. LIQUID PIPE CONN. ELECTRICAL VOLTAGE PHASE AM PROTECTION SOUND POWER OCTAVEBAND(RE SPECIFIC NOTES CLASSIFICATIO ID EQUIPMENT SERVED (IN) (IN) (IN) WEIGHT USED IN COIL (MBH) TEMPERATURE EFFICIENCY (EER) (MBH) (°F) (°F) EFFICIENCY (HSPF) (IN, CTS) (IN, CTS) CONNECTIONS (V (� (A) (A) (INDICATE MOCP I 10E-12 W), {INLET/ OUTLET/ RADIATED) (LBS) {°F) (EER) (HSPFP) OR MFS) CU 2B OOP FCU-1-1 MECH W108 NEW MITSUBISHI PU -A 4N 38" 14" 38" 151.00 R410A 24000 95 13.0 21.4 518" FLARE 3/8" FLARE 1 208 1 29.00 44 51-54 1 CU 38 ROOF FCU-2-1, -2 IDF E200M1 NEW MITSUBISHI PNKMU28 42" 14" 5211116' 267.00 R410A 48000 95 13.0 22.6 54000.0 Ell 45 23 8.2 12.0 5/8" FLARE 3/8" FLARE 1 208 1 29.00 44 51- 54 1 NKMU2 CU 4B OOP FCU-3-1 FRAG EE2STOR NEW MITSUBISHI PUY- 38" 14" 38" 151.00 R410A 24000 95 13.0 20.5 5/8" FLARE 3/8" FLARE 1 208 1 29.00 44 51- 54 1 AGE E243 7 HA7 - SPLIT SYSTEM - FAN COIL SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. REFER TO MANUFACTURERS SPECIFICATIONS FOR MOUNTING HEIGHT. 1. PROVIDE CONDENSATE LIFT MECHANISM. DESCRIPTION PHYSICAL DIMENSIONS FAN PERFORMANCE Rqfelk PERFORMANCE COOLING COIL ELECTRICAL ACOUSTICS EQUIPMENT OPERATING MAXIMUMFLOW MINIMUMFLOW MOTOR TYPE DRIVE TYPE NO TOTALFAN LEAVING AIR DRY LEAVINGAIR DESIGN VOLTAGE PHASE FULL LOAD AMPS MINIMUM CIRCUIT SOUND SPECIFICNOTES CLASSIFICATION EQUIPMENTID AREA/ SERVED STATUS MANUFACTURER MODEL LENGTH WIDTH HEIGHT WEIGHT FAN TYPE (CFM) (CFM) (ECMIPSC) HOUSING RELATED CU OWER(W) BULB WETBULB CAPACITY M (0) (A) AMPACITY PRESSURE (IN) (IN) (IN) (LBS) (KW) (°F) (°F) (BTU/H) (A) FCU 1-1 MECHW108 NEW MITSUBISHI PKA-A24KA7 115/8" 461116" 14 3/8' 46,00 UNEFLOW 775 570 DC DIRECT CU-2B 56 80 67 24000 208 1 0.36 1.00 39419 1 FCU 2-1 OFE200MI NEW MITSUBISHI PKFY-P24NKMU-E2 115/8" 461/16" 14 3/8" 46,00 UNEFLOW 920 570 DC DIRECT CU-3B 70 80 67 24000 208 1 0.50 0.63 39A9 1 FCU 2-2 OF E200M1 NEW MITSUBISHI PKFY-P24NKMU-E2 1150 461116" 14 3/8" 46.00 LINE FLOW 920 570 DC DIRECT CU-3B 70 80 67 24000 208 1 0.50 0.63 39A9 1 FCU 3-1 FREEZER/STORAGEE243 NEW MITSUBISHI PKA-A24KA7 115/8" 461116' 14 3/8" 46.00 LINE FLOW 775 570 DC DIRECT CURB 56 80 67 24000 208 1 0.36 1.00 39-09 1 PUMP SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1 SEE STRUCTURAL DRAWINGS FOR SEISMIC INFORMATION 1 PUMP SPRING ISOLATION REQUIRED 2 SEE SPECIFICATION SHEETS FOR DIMENSIONS AND ACCESS REQUIREMENTS, 2 MANUFACTURER'S CERTIFICATE OF SEISMIC COMPLIANCE INCLUDED PER IBC 1708.4 3 DOCUMENTED FACTORY TESTING OF ALL UNITS AT DESIGN LOAD CONDITIONS 3 DESCRIPTION PHYSICAL DIMENSIONS P FORMANCE ELECTRICAL EQUIPMENT AREA / SYSTEM LENGTH WIDTH HEIGHT OPERATING NUMBER OF PUMPS REDUNDANCY DESIGN SINGLE ESIGN TWO DESIGN PU TOTAL HEAD ITIAL IMPELLER NET POSITIVE MAXIMUM FLUID RATED FLUID MOTOR PROPYLENE GLYCOL QUANTITY OF ALTERNATE STARTER DISCONNECT SPECIFIC NOTES GLASSIFICATIO EQUIPMENTID LOCATION QUANTITY SERVED STATUS MANUFACTURER MODEL NUMBER TYPE (IN.) (IN.) (IN.) WEIGHT OPERATING IN LEVEL PUMP FLOW PUMP SPEED (� W'C'} DIAMETER SUCTION HEAD TEMPERATURE PRESSURE EFFICIENCY PERCENTAGE ELECTRICAL VOLTAGE PHASE BRAKE MOTOR POWER SOURCE PROVIDED BY PROVIDED BY (LBS) PARALLEL (N, NO, ETC.) (GPM) FLOW(GPM) (RPM) (IN) (FT W.C.) (°F) (PSI) CONNECTIONS HORSEPOWER HORSEPOWER REQUIRED HRP 18 ROOF 1 HEAT RECOVERY NEW TACO F1506D END SUCTION 35 in 14.17 in 16.76 in 261 lb 2 52 130 250 3500 80 FT 4.8 in 6.00 50 175 psig 70 25% 1 460 3 4.29 5 NO BY ELECTRICAL BY ELECTRICAL 1,2,3 HRP 2B ROOF 1 HEAT RECOVERY NEW TACO FI506D END SUCTION 35 in 14.17 in 16.76 in 261 ib 2 52 130 250 3500 80 FT 4.8 in &00 50 175 psig 70 251% 1 460 3 4.29 5 NO BY ELECTRICAL BY ELECTRICAL 1,2,3 EXPANSION TANK SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. SEE MATERIALS MATRIX FOR MATERIALS OF CONSTRUCTION. 1. ASME RATING REQUIRED 2. PRECHARGE TO MINIMUM OPERATING PRESSURE AT TANK LOCATION 2. MANUFACTURER'S CERTIFICATE OF COMPLIANCE INCLUDED PER IBC 1708.4 DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE EQUIPMENT AREA! SYSTEM TYPE AND DIAMETER INLET OPERATING SYSTEM VOLUME TANK VOLUME TANK VOLUME MAX. WORKING MAX. OPERATING SPECIFIC NOTES CLASSIFICATIO EQUIPMENTID LOCATION SERVED STATUS MANUFACTURER MODEL ARRANGEMENT HEIGHT INLET SIZE (IN) CONNECTION .TYPE WEIGHT FLUID TYPE (GAL) REQUIRED (GAL) CAPACITY (GAL) PRESSURE TEMPERATURE (IN) (pSIG) (F°) ET 16 ROOF HEAT RECOVERY NEW TACO CA90-125 VERTICAL / 20" x 30" 1" V 312lb GLYCOL 23.0 gal 125 psi 280 °F BLADDER AIR SEPARATOR SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. ASME SECTION Vlil, DIVISION 1 1. ENGINEER TO SPECIFY PROJECT SPECIFIC OPTIONS- PROVIDE SKIRT (WITH OR WITHOUT MOUNTING CLIPS), REMOVEABLE COVER, OTHER OPTIONS PER SUBMITTAL 2. PROVIDE WITH MANUFACTURERS AUTOMATIC AIR VENT 2. DEFINE SHELL MATERIAL 3. PARTICULATE REMOVAL TO 5 MICRON 4. AIR VENT SUITABLE UP TO50%GLYCOL DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE EQUIPMENT AREA /SYSTEM LENGTH WIDTH HEIGHT DIAMETER OPERATING DESIGN FLOW ENTERING FLUID TYPE OF CONNECTION SLOWDOWN DRAIN MAX FLUID MAX FLUID SPECIFIC NOTES CLASSIFICATIO EQUIPMENTID CATION SERVED STATUS MANUFACTURER (IN) (IN) (IN) (IN) WEIGHT FLUID TYPE (GPM) TEMPERATURE CONNECTION SIZE CONNECTION PRESSURE TEMPERATURE (LBS) (°F) (IN) (IN) (PSIG) (°F) AS 1B ROOF HEAT RECOVERY NEW SPIROTHERM 2'-4" 1'-1" T-6" TV 238.00 GLYCOL 250 48 FLANGED 5" V 150psi 270 M - EGGCRATE GRILLE SCHEDULE GENERAL NOTES: 1 STANDARD ALUMINUM MATERIAL. 2 PROVIDE OPPOSED BLADE DAMPER WHERE SHOWN ON PLANS, SPECIFIC NOTES: 1 DUCTED CONNECTION DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE ACOUSTICAL EQUIPMENT CLASSIFICATION EQUIPMENT ID MANUFACTURER MODEL FAMILY SIZE (IN x IN) MAX AIRFLOW (CFM) VELOCITY PRESSURE (IN W.C.) MOUNTING NC SPECIFIC NOTES GIRD ECA SHOEMAKER 600 2412 680 0.03 NO FRAME <20 GIRD EC-2 SHOEMAKER 600 2424 1380 0.03 NO FRAME 20 GRID EC-3 SHOEMAKER 600 36x36 3150 0.03 NO FRAME 20 GRD ECG-1 SHOEMAKER 600 24x12 680 0.03 GWB <20 GRD ECG-2 SHOEMAKER 600 24x24 1380 0.03 GWB 20 GIRD ECG-3 SHOEMAKER 600 3646 3150 0.03 GWB 20 FIRE DAMPER SCHEDULE GENERAL NOTES: SPECIFIC NOTES: DESCRIPTION PHYSICAL DIMENSIONS CLASUIPMET ON EQUIPMENT ID LOCATION SYSTEM SERVED STATUS MANUFACTURER MODEL TYPE WIDTH HEIGHT SPECIFIC NOTES FD L1 NSFE NHECK FD-1 FU INK 18" 18 FD 1-2 LEVELI SUPPLY AIR NEW GREENHECK FD-150 FUSIBLE LINK 12" 12" O Z CO CEILING SUPPLY DIFFUSER SCHEDULE NOTES: 1. EFFECTS OF PLENUM NOT INCLUDED IN PRESSURE DROP OR THROW. 2. SMCD MODULAR CODE DIFFUSERS USE 4-WAY THROW PATTERN UNLESS SHOWN OTHERWISE ON PLANS. 3. PROVIDE OPPOSED BLADE DAMPER WHERE SHOWN ON PLANS. 4. PROVIDE YOUNG REGULATOR MODEL 270-275 REMOTE DAMPER CONTROL KIT WHERE SHOWN ON PLANS, SEE DETAIL X/MXXX, DESCRIPTION MANUFACTURER DATA PHYSICAL DIMENSIONS PERFORMANCE ACOUSTICAL & SEISMIC TAG SCOPE TYPE MFG. MODEL MATERIAL RUNOUT SIZE NECK SIZE FACE SIZE MAXCFM MAX PRESS DROP MAX THROW MOUNTING FINISH NC DT6 S&CITI MOD CORE SHOEMAKER 700 MA STEEL 6" 6x6 24x24 110 0,04 4-5-9 T-BAR STANDARD <20 DT8 S&CITI MOD CORE SHOEMAKER 700 MA STEEL 8" 8x8 24x24 220 0,07 6-8-15 T-BAR STANDARD <20 DT10 S&C / TI MOD CORE SHOEMAKER 700 AM STEEL 10" 10x10 24x24 350 0.08 8.11.18 T-BAR STANDARD 24 DT12 S&C I TI MOD CORE SHOEMAKER 700 MA STEEL 12" 12x12 24x24 500 0.09 10-13-21 T-BAR STANDARD 23 DT14 S&C I TI MOD CORE SHOEMAKER 700 MA STEEL 14" 14x14 24x24 880 0.09 12-16-27 T-BAR STANDARD 22 DT16 S&C / TI MOD CORE SHOEMAKER 700 MA STEEL 16" 16x16 24x24 1120 0.09 14-17-30 T-BAR STANDARD 23 DG6 S&C I TI MOD CORE SHOEMAKER MA STEEL 6" 6x6 24x24 110 0.04 4-5-9 GWB STANDARD <20 DG8 S&CITI MOD CORE SHOEMAKER MA STEEL 8" 8x8 24x24 220 0.07 6-8-15 GWB STANDARD <20 DG10 S&CITI MOD CORE SHOEMAKER MA STEEL 10" 10x10 24x24 350 0.08 8-11-10 GWB STANDARD 20 DG12 S&CITI MOD CORE SHOEMAKER MA STEEL 12" 12x12 24x24 500 0.09 10-13-21 GWB STANDARD 24 DG14 S&CITI MOD CORE SHOEMAKER MA STEEL 14" 14x14 24x24 880 0.09 12-16-27 GWB STANDARD 25 DG16 S&CITI MOD CORE SHOEMAKER MA STEEL 16" 16x16 24x24 1120 0,09 14-17-30 GWB STANDARD 24 RECEIVED WILA DEC. 2 0 019 M - SIDEWALL SUPPLY AND RETURN GRILLE & REGISTER SCHEDULE GENERAL NOTES: 1. STANDARD STEEL MATERIAL. SPECIFIC NOTES: 1. RECESSED SCREWDRIVER OPERATED OPPOSED BLADE DAMPER. PERMIT CE DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE EQUIPMENT CLASSIFICATION EQUIPMENTID MANUFACTURER MODEL RUNOUT SIZE (IN) NECK SIZE (IN) FACE SIZE (IN) MAX AIRFLOW (CFM) DBL DEFLECTION DISCHARGE GRILLE OPPOSED BLADE DAMPER SPECIFIC NOTES EAG SAG WxH SHOEMAKER 933 SEE PLANS SEE PLANS SEE PLANS SEE PLANS YES NO EAG BAR WxH SHOEMAKER 933 SEE PLANS SEE PLANS SEE PLANS SEE PLANS YES YES 1 EAG RAG WxH SHOEMAKER 935 SEE PLANS SEE PLANS SEE PLANS SEE PLANS NO NO EAG PAR WxH SHOEMAKER 935 SEE PLANS SEE PLANS SEE PLANS SEE PLANS NO YES 1 S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION DON � IDF w.tey�, i o� A�399� CONSTRUCTION DRAWING SET L - - - J SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL SCHEDULES TER DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 1 a T DT-10 DT-10 \C ,r 225 CFM 22 CFM \ y r,�' �- ]d EAG 10"x10O-7 FP250 CFM mfok, __,.- _ t 1X r dd 24x24 - tO Neck « irl I FP Il ..: .330CFM Y u, EC-2 - {;yI�r ,,;� i•"1-,- �i.. a �— ,_ .s�tI ��h.-. i r� r o S �O FP 1 1B-53 1✓ ti_.,1��ry y 1,� >., IG. I "� EAG 10"x10'> 250 CFM ECA ' T _ DT-8 DT- L%-_J ©FFICE ..ELF \ 150CFM 150C _- l/ J 1D ., 14x1 \IV.-'- .. W I04 2" SA —19"c m - 113-52 12"x8" EA T-6 6 x1SA 8"0 SA ` 12 2' j =>100 CFM - = 100 18"x18' EA �-;L2L_ I DT-10 DT-10 i/;-N✓..a--`'�—�i—'`.. —... 250 CFM 250 CFM i ( N .. ' OFF! t00CFM EC-2 ¢, \ C STOCI4POort 1 D CFM EC-1Gj F/I - � =�� i�I — OF x v--- DT-10 DT 10 250 CFM i 250CFM FP f E'21A' �74 TU FD. 0(R) 8.14 D -6 2424 -10 Neck L=_'o S 18"eSAF U 280 CFM a18aSA3 i 2ELEVATOR MECH F �r r \_ VI100E9- -j P400 tiuM. ( • - - - - ! �: r I 1 jjJ� i�L (( r;. I / �— f g - --. __- LZ G 1 - _..� — � SCALE: 1/8" = 1'-0" o� GENERAL NOTES A. NEW WORK SHOWN BOLD. B. PROVIDE BALANCING DAMPERS AS NECESSARY TO PROPERLY BALANCE THE SYSTEM. R I P O G 2 D. MOUN T-STATSAT MIN.OF48' AFF. E. ALL X-RAY, SCANNING, CORE DRILLING, SAWCUTTING &EXCAVATION BY OTHERS. F. PROVIDE SEISMIC RESTRAINS PER CODE FOR ALL NEW & RELOCATED TERMINAL UNITS . IF(EYNOTIES O 1 NEW LOCATION OF RELOCATED UNITS, 2 CAP EXISTING DUCT. 3 PROVIDE HIGH (12" BELOW CEILING) AND LOW (12" A.F.F.) EXHAUST. S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION plDOA1p wAetr�`, t �YAL L— — — — — — — — — SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL PLAN LEVEL 1 WEST GENERAL NOTES A. NEW WORK SHOWN BOLD, B. PROVIDE BALANCING DAMPERS AS NECESSARY TO PROPERLY BALANCE THE SYSTEM. MTEER I P 0 G 2 D. MOUN T-STATS AT MIN, OF 48 AFF. E. ALL X-RAY, SCANNING, CORE DRILLING, SAWCUTTING & EXCAVATION BY OTHERS, F. PROVIDE SEISMIC RESTRAINS PER CODE FOR ALL NEW & RELOCATED TERMINAL UNITS, 12'o SA TU D DT-10 DT-10 DT-10 DT-10 DT-10 I T-10 2-02 240 CFM 240 CFM 225 CFM VV2 01 G 225 CFM 225 CFM 225 CFM EC-2 KEYNOTES 0 DT-12 DT-10 'DT-10 _Tu_� \. \ 1I TU t z 470 CFM r 270 CFM 260 CFM 2-03 Le4N 2-04 1 NEW LOCATION OF RELOCATED UNITS. i 2 CONNECT EXHAUST DUCT TO GROSSING STATION. PROVIDE BALANCING DAMPER. DT-10 EC-2 EC-2 DT-12 DT-12 3 SA DUCT UP TO AHU-1. EC-2 EC-2 Z 5T z p 260 CFM Z EC-2 440 CFM 440 CFM 4 CONNECT TO FUME HOOD. REFER TO DETAIL 7/M-500. PROVIDE BALANCING DAMPER. z r112"o SA i 16"o SA 12"o SA 5 EXHAUST DUCT UP TO ROOF FAN. DT-10 6 PROVIDE ACOUSTICAL LINING, 7 CAP EXISTING DUCT, 3 DT-10 240 CFM 1 < DT-10 14, SA � a LO RE P 3 DT-12 DT-10 "A 260 CFM I DT- DT-10 nF 16"xl 8" SA 12"o S - 225 CFM 470 CFM �70 CFM V"&I 16 I DT-10VL 225 C1m 225 CFM z N TO LEVEL . 2-01 260 CFM \ , E;� TU IJE 10'o 11 DT-10 DT-10 S EC-2 10 EXHAUST DUCT FOR FUTURE GROSSING STATION. PROVIDE BALANCING DAMPER AND n 240 CFM5. 2� 5 1 CAP OPENING. 225 CFM - — - — - — - 7� F 71 1 11 - ir If TU DT-10 12'o SA DT-10 6 DT-10 2-17 DT-10 TU 0 — (16�'x I E�' S111 260 CFM NO CFM 230 CFM 335 CFM DT . . . ...... DT-10 2-13 DTAO pal 17 DT-10 -10 470 CFM v I 36"x24�'EA SL 230 CFM -10 260 CFM 270 CFM �R 230 CFM 30 CFM 335 CF DT-10 �2 r__T_U EC-2 EC-2 DT-14 ra z 240 CFM ZEC-2 :TDZ F - z 2-12 DIST RiBUTION I LOW 800 CFM C-2 EC-2 EC-2 7,10'o SA 1 12 0 ZjA ::=o "SA-_��:=10"o SA, 16*x14` SA DT_ 10 240 CFM DT-10 335 CF < i : 9__ EP�STOFZACE F/ 6 fAl-��OF J E z DT-10 W2011J I Al E2 . 1 'x16'SA I - =13" I I L, F40 CFM 12"o S 4 3 TU MD < DT-10 2-18� 47 , M DT-10 2-14 2-1 11 TI DT-10 DT-10 2-' 6 230 CFM 7A.S 7 — 169 1 260 CFM 7 T ETU IiQ 230 CFM 12" 0 RA 'T 1, 270 CFM 260 CFM t )T-10 2-1 DT-10 DT-10 T-10 C M 14"o EA '4 % L'�_I F 230 CFM 0 CFM 3 5 CF 230 CFM 2 A L 36 x2q ISL F7Ec-2 335 EC-2 36'06" EA z EC-2 EC-2 Z _j EC 2 L 26"x26ZA 18'o SA 26"o SA 30"X18"S� MD 7 3 7 -24 3 7, x30* RA 4,V'x44' SA U IEC-2 Z p - — - — - — - — - — - D1,12 F 71 4 E 2'131 S L �A U t_ - — - — - — - 360 CFM EC-2 360 CFM; :—:p Z=:;, ' ! I U < "KERS 2-28 HIS kLOGY CT < _j J A N) T 0 R'S C L 3 DT-8 FP kN1221 1 7 rr. - VV200 DT 12 DT-10 DT-Ii 2'o S CC_ 0 2 A 175 FM CFM 0 510 CFM �50CFM EL - E I VAT 0, 185 C M 20"x2O" R, F TU7 \A1200E2 FSD 12"o SA EC-7 TU 1 (R) PROC"SING I 2-24 I if 3 C7 16'o SA DT-6 FZI v :I 14 SA -C7 75CF (:T)PEZ2 G, - — - — - — - DT-10 11 DT-12 I — i < W2�',E M F10 CFM 311 CFM DT-12 )'T-10 DT-8 �TU x" DT-12 FUIIIIL 12-26 EC-2 : — /DT-10 360 CFM 360—CFM FM i10 CFM DT-6 A EC-2 z (:�7_c 10 ()1 L Ij y -IN — -F Ct 6'o SA 'M(F'T -,sDT- F-1 _.__DT T5 CFM EC- 21 m _75 E 1; L1 .12 L f', 41 CFM fA 2 41 P 21 Wil* 14 385 CFM 170 SA (D ---------- 0 o SA SA 14" S 0S SA TU D 12'o, SA 2-20 DT-6 7 — 8o SA DT-12— 175 CFM' TU 1 A". RA L L E-14"o SA 100 CFM DT-12 F, DT-12 CCESSIONING 11 DT-6 FP E DT-6 CONF EC-2 385 CFM T-12 — 430 CFM A , 100 C 1213-0 (R) JOODFM i � \A 385 CF W201E I ' 'V11205 T 12 0 6A! 16'o SA DT-12 DT-12 8"o SA= 10) SA 2 2 2 2 2 10 EC-1 EC-1TU 2-08 ZEC 360 CFM 360 CFM -1 T EC-2Z -; EC-1 2-09 16'x18' 14'�,', SA 18" A 150 CFM A If 0" Si;2 I FR z ga 4" F_ - 1) _D < (R) 2M2 12"02"SA EC-2 2 10 3 < DT-12 T 7 -0 1 DT-8 2 A ECA EC-1 EC-1 EC-1 =EC-1 Lj -DT DT-12 E-2 DT-12 -12 DT-12 ZO DIM ROW� E F1 12'0 SA' 2�1 _�OCFM 490 CFM 490 CFM 11-25CFM 475 CFM v DT-8_ 16`0 EA F 18"o EA 20-o EA 27z EA 24"o EA 26"o EA 150 cl-k ............. DT-8 -8 DT-12 DT-12 DT-12 JT 2 1 150 CFV 10'o SA Q,1 — 175 CFM 1 �'�7�75 CFM ----- ----- _CFM CF1M_- 71 LEVEL 02 - UPPER FLOOR - HVAQ - WEST SCALE: 1/8" = V-D" DT-10 DT-10 DT-10 T 305 CFM 305 CFM 305 CFM 16"x16" SA DT-10 DT-12 DT-12 305 CFM 365 CFM 365 CFM F_W71 I "LN r;7p7l DT-10 DT-10 DT-10 DT-10 330 CFM 330 CFM 330 CFM 330 CFM DT-12 DT-12 0 M 440 CFM "440 CFM 12"o S, (6 S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION f WAji Ur 39995 A, 15, Za CONSTRUCTION DRAWING SET REVIEWED FOR I I CODE COMPLIANCE I I APPROVED I JAN 13 2020 City of Tukwila BUILDING DIVISION L— — — — — — — — — SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL PLAN LEVEL 2 WEST DATE 12/12/2019 RECEIVED CHECKED BY DM CITY OF TUKWILA PROJECT NUMBER 118108 DEC. 2 0 2019 PERMIT CENTER I TU . t T t— —— 2-05 G OLECULAR (POST) r z EC-2 W21 `;fI EC-2:._. <- DT-12 DT-12 440 CFM -- 440 CFM ` 14" SA O6 EC-2 MP400 Q EC,' \ 2 .EC-2 1I,� DT-10 400 CFM i , 180 CFM 335 CF DT-14 L PLO:V 800CFM / - � I' EE'ER l ORf 3. /. 60 CFM '^°L I VV201J3111 —12"m SA c 24.3 FCU DT-10 3-1 EC-2 335 CF 400.CFM ' DT-8 180 CFM �EC 2 � 18"m s __ fCU FCU. 2-28. 21 2-2i JANITORS CLG,;�i � ;a W202 1,V�UTr50 i ��01y1 a-Fllj 240 CFM vro SF ( ESE, 4O ,: I` 12.) 275 CFM LEVEL 02 - UPPER FLOOR - HVAC - EAST SCALE: 1/8" = V-0" 275 CFM EC-2 I. I TSz z EC-2 - �a�.;F„ y-�.v i J>- J vt•.1ii`= � ,:+,irY ( 7'..1. _ i �J 200 OEM 275 CFM 275 CFM 200CFM —_- 400 CFM GENERAL NOTES A. NEW WORK SHOWN BOLD. B. PROVIDE BALANCING DAMPERS AS NECESSARY TO PROPERLY BALANCE THE SYSTEM. R I P O G 2 D. MOUN T-STATSAT MIN. OF48'AFF. E. ALL X-RAY, SCANNING, CORE DRILLING, SAWCUTTING & EXCAVATION BY OTHERS. F. PROVIDE SEISMIC RESTRAINS PER CODE FOR ALL NEW & RELOCATED TERMINAL . KEYNOTES O 1 NEW LOCATION OF RELOCATED UNITS. 2 CAP EXISTING DUCT. 3 REBALANCE EXISTING DIFFUSER TO VALUES SHOWN ON PLAN. 4 NEW LOCATION OF RELOCATED DAMPER. DT-10 325 CFM DT-8 200 CFM PI:JAI.CF 175CFM'- w� 0EC 1 I �� 1 � '1 1 DT8 _ CFM � 1` 200 OEM EC-1 18"oEA zEC2\v i DT 6 T �T 100 CFM " z EC-2 DT 6 FM,re�vCE f,FfffdFM E233 DT•10 EC-1 EC-1 �� J 275CFM f ZEC-1.1'. - 6 CFM DT-10 300 CFM G6 CFM30 OFFICE EC-1 r 1 n� _ DT10 6 ')_2.9 r 275CFM CFM T { ` 1 FP 2B-09 CFM / SAa [10 xS0 ,A is L zEC-1 FP DT•6 28-10 OFFIC Z200 FM C' c 0"0 SA3�6"0 SA 10 x10" „r 15L DT-8 —175CFM FP T B-36 DT12 .. _ ! 400 CFM FP 2811 DT-10 OrFCIi 275CFM -- v ZEC 1 0 T V 16' RECEIVED CITY OF TUKWILA DEC,2 0 2019 PERMIT CENTER S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com "Z 55 =" i iy\yd. DaNRi �C h IA � h : faAGal. per- CONSTRUCTION DRAWING SET I I I I I REVIEWED FOR CODE COMPLIANCE I APPROVED JAN 13 2020 i I City of Tukwila BUILDING DIVISION i L SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL PLAN LEVEL 2 EAST DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 Aaw A. NEW WORK SHOWN BOLD. B. REFER TO STRUCTURAL DRAWINGS FOR SEISMIC CALCULATIONS. KEY ®TES O 1 PROVIDE CLEARANCES PER MANUFACTURERS RECOMMENDATION, 2 44"X44" SA DOWN TO SECOND FLOOR, REFER TO DETAIL 9/M-500. 3 30°X30" EA UP FROM SECOND FLOOR, REFER TO DETAIL 9/M-500. 4 36"X36" EA UP FROM SECOND FLOOR. REFER TO DETAIL 9/M-500, 5 10"X10" EA UP FROM FIRST FLOOR STORAGE. REFER TO DETAIL 9/M-500, 6 REFER TO21M-500 FOR INSTALLATION DETAILS. RECEIVED CITY OF TUKWILA DEC 2 0 2019 S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION Q f� Off' o�K'�'y�y9 '�9395 VlV'l ` f::3TL u �YAL P I3/'U II CONSTRUCTION DRAWING SET r - - - - - - 7 I I L - J SPACE FOR OFFICIAL CITY USE ONLY 1 1 inPLAN ROOF DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 PERMIT CENTER RA 4 n4 SCALE: 1/8" = T-O" 0 4' 8. 16' wF-I GENERAL NOTES A. NEW WORK SHOWN BOLD. B. REFER TO STRUCTURAL DRAWINGS FOR SEISMIC CALCULATIONS, RECEIVED CITY OF TUKWILA DEC, 2 0 2019 PERMIT CENTER S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL PLAN ROOF EAST DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 20 GAL. GALVANIZED SHEET METAL HOOD TO BE INSTALLED AFTER PIPE LINES ARE SET. UNISTRUTANCHOREDTOCURB IS A B Architects CLAMP PIPELINES WITH HYDRO - 0 ZORB OR CUSHACLAMP DUCT ACOUSTICALLY LINED SHEET SUPPLY MAIN DUCT 2 Nickerson Street Suite 200 METAL SUPPLY PLENUM STRAP HANGER Seattle, WA 98109 OR DUCTBOARD (NON -LAB LL AREAS) 206 957 6400 b - a RUN -OUTS www.sabarch.com O SEE PLANS NEOPRENE 3/8" CAULK p FOR SIZES WASHER EDGE @45° / I' AND QUANTITY FASTENERS z \ z 4" N 4 a DUCT FLANGE-TDF \\ " g INSULATED FLEXIBLE 8" COUNTER fff ' FLASHING 6 DUCT 4' 6' MIN " 20ga. DUCT FILL OPENING FOAM ATOR SUPPORT & CAP RETURN AIR IFI E , SEE INsuLATION AFTER WHERE SPECIFIED, SEE 1/2' DRIP EDGE FLASHING = LL LINES ARE INSTALLED SCHEDULE FOR LOCATIONS @45° W/HEM TIGHT o z � TYPICALVAVBOX (BY IG.C.)LEVELERCURB m qoo REFRIGERANT PIPING THRU ROOF DETAIL SHEET METAL BRANCH DUCT DIFFUSER BOOT �, Fm_5SCALE: 1" = V-0° INSULATED FLEXIBLE DUCT SCALE: 3/4" = 1'-0" BLOW THRU FANS: H =1/2" X = FAN DISCHARGE PRESSURE, DRAW THRU FANS: H = FAN INLET PRE33URE+ 1-INCH X = FAN INLET PRESSURE CONDENSATE TRAP DETAIL SCALE: 1/8" = 1'-0" FLOW 3/4" FLOW 3/4" SCALE: 12" =1'-0" �OPNGFRAMING (BY OTHERS) mu SIZE AS SCHEDULED SLOPE AIR GAP PER PLUMBING CODE: 1-INCH MIN OR V_TOWASTE 2X PIPE DIAMETER INDIRECT CONN. TOP CONNECTION SIDE VIEW CONNECT TO T'0 FUME EXHAUST DUCI ROUTED OVERHEAD SIDE VIEW BACK CONNECTION CONNECTTC FUME EXHAL DUCT ROUTE OVERHEAD BACK VIEW BACK VIEW GROSSING STATION DETAIL - EXHAUST SCALE: 3/8" = 1'-9" STAINLESS STEEL. RE'.. FOR CONSTRUCTI01 CEILING FUME HOOD CONNECTION DETAIL SCALE: 1/8" = V-0" 3/4" DRAIN VALVE WITH W 0 1 HOSE ADAPTER AND CAP r WELD NECK FLANGE (TYP) LIQUID FILLED PRESSURE GAUGE WITH NEEDLE ISOLATION VALVE SUBMITTAL TO SPECIFY PROVIDE CHAIN OPERATOR PRESSURE RANGE LOCATE 5'-0" AFF MAX IF VALVE IS 84" AFF AND PIPE IS 6" OR LARGER (TYP) 1/2" PIT PORT (TYP 2) FLANGED CHECK VALVE SILENT NON -SLAMMING _ MINIMUM 24" SPOOL PIECE _� LUG STYLE BUTTERFLY 5 PIPE DIA IF POSSIBLE 1 ISOLATION VALVE (TYP) SINGLE SPHERE FLEX CONNECTION (TYP) REDUCER SPOOL (TYP) 1/2" INSTRUMENT PIPING (TYP) SUCTION DIFFUSER, MATCH 1/2" BALL VALVE (TYP) INLET TO PIPE SIZE PUMP FLANGE TAP (TYP) 8 PROVIDE SPOOL PIECE IF MAINTAIN CLEAR ACCESS FOR STRAINER NEEDED FOR CLEARANCE REMOVAL SPACE PROVIDE FINE MESH ALIGNMENT REQUIRED CONSTRUCTION STRAINER DURING PRIOR TO STARTUP " o STARTUP REMOVE BEFORE BALANCING INERTIA BASE SIZED TO 314" DRAIN WITH BALL VALVE HOSE INCLUDE SUCTION DIFFUSER ADAPTER AND CAP SUPPORT SEE SCHEDULE bH SUPPORT LEG FOR VIBRATION ISOLATORS HOUSEKEEPING PAD f (BY GC) NOTES: 1. GAUGE TAPS IN PUMP AND SUCTION DIFFUSER MAY BE USED INSTEAD OF PROVIDING THREAD-O-LETS FOR PRESSURE GAUGE. 2. PROVIDE MINIMAL DISTANCE BETWEEN HOUSEKEEPING PAD AND INERTIA BASE, I-1/2" MINIMUM, OR PER ACOUSTICAL ENGINEER. 3. PRE -EXTEND FLEXIBLE CONNECTORS ON PUMP DISCHARGE PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 4. USE FLAT FACE FLANGE AND FULL FACE GASKET AT CLASS 125 OR 250 FLANGE FACES, USE RAISED FACE FLANGE AT CLASS 150 OR 300 FLANGE FACES END SUCTION PUMP DETAIL WITH INERTIA BASE VARIABLE VOLUME PUMP SCALE: 12" = 1'-0" SUPPLY DIFFUSER NOTES: 1. REFERENCE MCKINSTRY SHEET METAL DESIGN MANUAL FOR DUCT AND GRD SIZING AND INSTALLATION CRITERIA, AND ATU ACCESS/CLEARANCE REQUIREMENTS, VAV BOX INSTALLATION DETAIL SCALE: 12" = V-0" GALVANIZED DUCT FLEXIBLE CONNECTION FROM EXHAUST SYSTEM ' DISCHARGE (3000 FPM/MIN) GUY WIRE (IF REQUIRED) WEATHERPROOF COVER —VIBRATION ISOLATORS ROOF w FUME HOOD EXHAUST FAN --.... DRAIN CAP FLASHING SLEEPER & CANT (BY GC) RIGID INSULATION & ROOFING (BY GC) CONCRETE ROOF (BY GC) SECURE TO ROOF'S STRUCTURE (BY GC) UTILITY SET WITH EXIT NOZZLE DIRECT ATTACHMENT DETAIL SCALE: 12" = 1'-0" EXHAUST DUCT, SEE PLANS FOR VOLUME DAMPER EXHAUSTE GRILL, SEE PLANS FOR SIZE AND CFMS SIDEWALL EXHAUST GRILLE DETAIL SCALE: 3/8" = 1'-0" ROOF MOUNTED EQUIPMENT BOLTS THROUGH UNIT BASE, REFER TO EQUIPMENT INSTALLATION MANUAL FOR DETAILS. IF SPRING ISOLATOR IS REQ'D, BOLT UNIT TO ISOLATOR AND LAG ISOLATOR TO CURB FLINTLASTICI MODIFIED BITUMEN CAP SHEET METAL CAP FLASHING BY MC �'''�-•��� —4"x10" WOOD NAILER a LEVELING CURB BY GC CANT STRIP COMPLETED FIELD MEMBRANE WRAPPED AROUND THE ENTIRE f CURB BY ROOFING CONTRACTOR. �' SEE ARCH FOR DETAILS, ROOF SLEEPER FOR CONDENSING UNIT DETAIL SCALE: 12" = 1'-0" CELLNETIX FACILITY RELOCATION O�rX�L DoAt tie r " 39995 �Q! o""Cltci CONSTRUCTION DRAWING SET I I I I I I I I I I I L — I I I I I I J SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL DETAILS GENERAL NOTES A. DEMO WORK SHOWN BOLD. KEYNOTES 0 I EXISTING UNIT TO BE RELOCATED. REFER TO M-1 I I FOR NEW LOCATION. Iu L= 3 A 12/ F'7 v I Z I F E Z Z Z Z hi T T T F \71 1 Ell, E!\1 �� — z Z rR) UL14 j FZ J I EQ. z 1\ 4 A-XIR 74�' pYy D-11 J�\ Iq fl z- ------------ - X z z z a is 71 -77 Ex F71 L71 ED E; Lr—4'x j", LEVEL 01 - MAIN FLOOR - HVAC DEMO - WEST SCALE: 1/8" = 1'-0" El - 0 T 16' S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION 9995 CONSTRUCTION DRAWING SET REVIEWED FOR CODE COMPLIANCE APPROVED JAN 13 2020 I City of Tukwila I L BUILD INCLDLVI SUON I— j SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL DEMOLITION PLAN LEVEL 1 WEST FP CD 11 IJ r7l (R) Lm-03J z I -J, I . u� ^ }��*** yam` (� Cl— Cl E t_ �,Tx 1. z z �Nl VA-� �r _ t s:� _I_� z CD z r7l LEVEL 02 - UPPER FLOOR - HVAQ DEMO - WEST SCALE: 1/8" = l'-O" 0 4' 81 16' GENERAL NOTES A. DEMO WORK SHOWN BOLD. KEYNOTES 0 1 EXISTING UNIT TO BE RELOCATED, REFER TO M-122 FOR NEW LOCATION. 2 EXISTING UNIT TO BE RELOCATED, REFER TO M-121 FOR NEW LOCATION. l�� 0 S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION tie 3 995 CONSTRUCTION DRAWING SET SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL DEMOLITION PLAN LEVEL 2 WEST DATE 12/12/2019 CHECKED BY DM RECEIVED PROJECT NUMBER 118108 CITY OF TUKWILA DEC, 2 0 2019 PERMIT CENTER RA "' A mul 21 f ����`' FP 2B45 (R) Ll TIl (R) F1 (R)w EE LEVEL 02 - UPPER FLOOR - HVAC DEMO - EAST SCALE: 1/8" = l'-U' GENERAL NOTES A. DEMO WORK SHOWN BOLD, KEYNOTES 0 I EXISTING UNIT TO BE RELOCATED, REFER TO M-122 FOR NEW LOCATION. !ui FP 28-67 (R) L-j F FP(R) r-2-B-078 7F (R)FP T j (R) S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET SPACE FOR OFFICIAL CITY USE ONLY MECHANICAL DEMOLITIONS PLAN LEVEL 2 EAST DATE 12/12/2019 CHECKED BY DIM RECEIVED CITY OF TUKWILA PROJECT NUMBER 118108 DEC 2 0 2019 PERMIT CENTER SCALE: 1/8" = l'-O" a 0 4' v ENLARGED FREEZER/STORAGE E243 MP400 SCALE: 1/8" = 1'-0" N 3 LEVEL 02 -ENLARGED - PIPING - WEST MP4001 SCALE: 1/8" = 1'-0" 0 4' 81 16, 3 CU 4B 5/8' R 2, 3/8" R C 3B 3/4� RS DN 1/2 RL DN .1 0 4' 81 I t16, ENGLARGED ROOF PLAN - PIPING - EAST SCALE: 1/8" = 1'-0" S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 GENERAL NOTES 206 957 6400 A. NEW WORK SHOWN BOLD. www,sabarch.com B. REFER TO STRUCTURAL DRAWINGS FOR SEISMIC CALCULATIONS. KEYNOTES 0 1 INSTALL PER MANUFACTURER'S RECOMMENDATION, 2 ROUTE CONDESATE TO NEAREST DRAIN LINE. SLOPE 1/2" PER FOOT. O 3 3/4°'CNDS �IFCU 3/8' 318"RL UP 5/8. ps U 2 LEVEL 01 - ENLARGE - PIPING - WEST EMSCALE: 1/8" = V-0" P4006d 0 41' 8. 16' 3/4" CNDS--- �CND 3/4: RS LIL2_j 11 RL �S UP 2 3/4 1/2" RL UP 4 LEVEL 02 - ENLARGED - PIPING - EAST MP400 I SCALE: 1/8" = 1'-0" 0 4' w 16 CELLNETIX FACILITY RELOCATION DO 39995cpaHyy CONSTRUCTION DRAWING SET ---------- SPACE FOR OFFICIAL CITY USE ONLY ENLARGED PLANS GENERAL REQUIREMENTS SUMMARY OF WORK Project consists of new construction as shown on these Contract Documents used in coordination with the Architectural and other discipline's documents. DEFINITIONS The following acronyms are used throughout these structural notes: IBC - Governing code, including local amendments SER - Structural Engineer of Record per these Contract Documents UNO - unless noted otherwise ASTM - American Society for Testing and Materials GOVERNING CODE All design and construction shall conform to the 2015 International Building Code and local jurisdiction amendments. Reference to ASTM and other standards shall refer to the latest edition designated by IBC Chapter 35. Refer to the specifications for information in addition to that covered by these structural notes and drawings. DOCUMENTS Structural Documents shall be used in conjunction with Architectural Documents for all bidding and construction. Drawings indicate general and typical details of construction. Typical details and general notes shall apply even if not specifically denoted on plans, UNO. Where conditions are not specifically indicated similar details of construction shall be used, subject to review and approval by the Architect and the SER. Existing structural information, designated as (E) on the structural drawings, has been compiled from information furnished by various sources and is not necessarily field -verified by the engineer. Dimensions relating to existing structures are intended for use as guidelines only; all dimensions shall be field -verified by the contractor prior to start of construction. Notify the Architect of any discrepancies. These Contract Documents and any materials used in preparation of them, including calculations, are the exclusive property of the SER and can be reproduced only with the permission of the SER. WARRANTY The SER has used that degree of care and skill ordinarily exercised under similar circumstances by members of the profession in this locale and no other warranty, either expressed or implied, is made in connection with rendering professional services. OWNER RESPONSIBILITY The owner shall retain a Special Inspector to perform the special inspection requirements required by the building official and as outlined in the Special Inspection section below. DESIGN CRITERIA BUILDING CATEGORY Structural Risk Category II Importance factors for snow and seismic are listed with the loading criteria. LIVE LOADS - FLOOR AND ROOF Miscellaneous: Mechanical equipment weights furnished by manufacturer LIVE LOADS - SNOW Minimum uniform roof snow load = 25 psf LATERAL LOADS - WIND Numbering below is per IBC Section 1603.1.4: 1. Ultimate Design Wind Speed (3-second gust): V.it = 110 mph Nominal Design Wind Speed: V.sd = 85 mph 2. Risk Category: II 3. Wind Exposure: B 4. Internal Pressure Coefficient = +/- 0.18 LATERALLOADS- EARTHQUAKE Numbering below is per IBC Section 1603.1.5: 1. Risk Category: II 2. Seismic Importance Factor: IQ = 1.0 3. Mapped Spectral Response Acceleration Parameters: Ss = 1,507 g; Si = 0.565 g 4. Site Class: D; FA = 1.0, Fv = 1.5 5. Design Spectral Response Acceleration Parameters: Sos = 1.005 g; ED, = 0.565 g 6. Seismic Design Category: D a t� C) L0 a' M N d' 0 DESIGN DOCUMENTS Contractor shall verify all dimensions and all conditions at the job site, including building and site conditions before commencing work, and be responsible for same. All discrepancies shall be reported to the Architect before proceeding with work. Any errors, ambiguities and/or omissions in the contract documents shall be reported to the Architect immediately, in writing. No work is to be started before correction is made. Contractor shall verify and/or coordinate all dimensioned openings and slab edges shown on the contract documents. Some dimensions, openings and embedded items are shown on the structural drawings. Others may be required. Refer to architectural drawings for size and location of curbs, equipment pads, wall and floor openings, architectural treatment, embeds required for architectural items and dimensions. Refer to mechanical, plumbing, electrical and fire protection drawings for size and location of all openings for ducts, piping, conduits, etc. Submit openings to Architect for review. Do not scale drawings. Use only field verified dimensions. When electronic plan files are provided for the Contractor's detailing convenience, it shall be noted that the electronic files are not guaranteed to be dimensionally accurate. The Contractor uses them at their own risk. The published paper documents are the controlling Contract Documents. Electronic files of detail sheets and notes will not be provided. CONTRACTOR -INITIATED CHANGES Contractor -initiated changes shall be submitted in writing to the Architect for review and acceptance prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. INSPECTIONS The Contractor shall coordinate with the building department for all building department required inspections. TEMPORARY SHORING AND BRACING The Contractor shall provide temporary bracing as required until all permanent connections and stiffening have been installed. The Contractor is responsible for the strength and stability of all partially completed structures including but not limited to concrete or masonry walls, steel framing and erection aids. The Contractor shall, at their discretion, employ the aid of a licensed Structural Engineer to design all temporary bracing and shoring necessary to complete the work described in these contract documents. The Contractor shall be responsible for all required safety standards, safety precautions and the methods, techniques, sequences or procedures required in performing their work. For concrete construction refer to ACI 318 - Section 26.11.2 "Removal of Formwork". SAFETY PROCEDURES Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the contractor's work. The Structural Engineer has no overall supervisory authority or actual and/or direct responsibility for the specific working conditions at the site and/or for any hazards resulting from the actions of any trade contractor. The Structural Engineer has no duty to inspect, supervise, note, correct, or report any health or safety deficiencies to the Owner, Contractors, or other entities or persons at the project site. DEMOLITION Contractor shall verify all existing conditions before commencing any demolition. Shoring shall be installed to support existing construction as required and in a manner suitable to the work sequences. Demolition debris shall not be allowed to damage or overload the existing structure. Limit construction loading (including demolition debris) on existing floor systems to 40 psf. SHOP DRAWING & SUBMITTAL REVIEW The contractor must review and stamp the shop drawings & submittals for review. SER will only review submittals for items shown onSER documents. SER will review shop drawings for general conformance with design concept of the project and general compliance with the information given in the Structural Contract Documents. Review of submittals does not constitute approval or acceptance of unauthorized deviation from Contract Documents. Corrections or comments made on shop drawings during this review do not relieve Contractor from compliance with the requirements of the plans and specifications. Contractor responsible for. • Reviewing, approving, stamping and signing submittals prior to submittal to Architect and SER • Timing submittals to allow two weeks of review time for the SER and time for corrections and/or resubmittal • Conformance to requirements of the Contract Documents • Dimensions and quantities • Verifying information to be confirmed or coordinated • Information solely for fabrication, safety, means, methods, techniques and sequences of construction • Coordination of all trades Resubmittals shall be clouded and dated for all changes to the submittal. Only clouded portions of resubmittal will be reviewed and SER's review stamp applies to only these areas. SUBSTITUTIONS Substitutions shall be submitted in writing prior to submittal of shop drawings. Shop drawings bearing substitutions will be rejected. Submit engineering data to substantiate the equivalence of the proposed items. The SER's basic services contract does not include review of substitutions that require re - engineering of the item or adjacent structure. Nor does the SER's contract cover excessive review of proposed substitutions. The fees for making these reviews and/or redesign shall be paid by the Contractor. Reviews and approvals shall not be made until authorization is received. SUBMITTALS Shop drawings and material submittals shall be submitted to the Architect and SER prior to any fabrication or construction for the following structural items. Submittals shall include one reproducible and one copy; reproducible will be marked and returned. If deviations, discrepancies, or conflicts between shop drawings submittals and the contract documents are discovered either prior to or after shop drawing submittals are processed by the SER, the Contract Documents control and shall be followed. • Structural steel registration/certification or quality control inspection records • Structural steel shop and erection drawings • Welding Procedure Specifications INSPECTIONS INSPECTIONS BY BUILDING OFFICIAL The building official, upon notification, shall make structural inspections as required by local ordinance. The inspection by the building official per IBC Section 110 will be separate from and in addition to the special inspection and structural observation mentioned subsequently. SPECIAL INSPECTIONS A Special Inspector shall be hired by the owner to perform the following special inspections per IBC o additional requirements for special inspection and testing. The Section 1704. See the specificationsf r q p p g architect, structural engineer, and building department shall be furnished with copies of all inspection reports and test results. Each contractor responsible for the construction of a seismic force resisting system, designated seismic system, or component listed in the statement of special inspections shall submit a written statement of responsibility to the building official and the owner prior to the commencement of work on the system or component. The written statement shall be in accordance with IBC Section 1704.4. See IBC Chapter 17: "Special Inspections and Tests" for more detailed requirements. SPECIAL INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION OTHER THAN SEISMIC LATERAL FORCE RESISTING SYSTEMS (PER IBC 1705.2.1) Frequency Verification and Inspection Reference Continuous Periodic INSPECTION OF FABRICATOR'S QUALITY CONTROL X IBC 1704.2.5 PROCEDURES AISC 360-N.2 REVIEW OF MATERIAL TEST REPORTS AND CERTIFICATIONS X AISC 360-N.5.2 LISTED IN AISC SECTION N3.2 INSPECTION OF WELDING STRUCTURAL STEEL: PER AISC 360 TABLES 3 0 A AISC 360-N.SA NSC AISC 360-N.5.5 AWS D1.1 NONDESTRUCTIVE TESTING OF WELDED JOINTS PER AISC 360 N5.5 AISC 360-N5.5 AWS D1.1 STRUCTURAL STEEL REFERENCE STANDARDS Steel construction shall conform to the latest editions of the AISC Specifications and Codes. "Specification for Structural Steel Buildings" ANSI/AISC 360, "Specification for Structural Joints Using High -Strength Bolts" AISC 348 and "Code of Standard Practice for Steel Buildings and Bridges" AISC 303 amended by the deletion of paragraph 4.4.1. FABRICATORS Fabricators for structural steel must have a quality assurance program in place. The quality assurance program must meet the requirements of one of the following methods: STRUCTURAL STEEL (continued) STRUCTURAL STEEL MEMBERS Structural Steel shall conform to the following requirements (unless otherwise shown on plans): STRUCTURAL STEEL MEMBER SPECIFICATIONS TABLE Type of Member ASTM Specification Fy ROLLED WIDE -FLANGE SHAPES A992 50 ksi SQUARE & RECTANGULAR HSS SECTIONS A500, GRADE B OR C 46 ksi STEEL PIPES A53, GRADE B 35 ksi PLATES, CHANNELS, ANGLES A36, GRADE 36 36 ksi THREADED RODS A36 36 ksi COMMON BOLTS A307, GRADE A STRUCTURAL FRAMING BOLTS A325,TYPE 1 - STEEL FRAMING The contractor shall be responsible for all erection aids andjoint preparations that include, but are not limited to: erection angles, lift holes, and other aids, welding procedures; required root openings; root face dimensions; groove angles; backing bars; copes; surface roughness values; and tapers of unequal parts. WELDING All welding shall be in conformance with AISC and AWS standard and shall be performed by AWS/WABO certified welders in accordance with AWS D1.1. Only Prequalified welders, as defined by AWS, shall be used. Shop drawings shall show all welding with AWS D1A symbols. Welds shown on the drawings are the minimum sizes. Increase weld size to AWS minimum sizes, based on plate thickness. Minimum welding shall be 3/16" UNO. Filler metal with a specified minimum Charpy V-notch toughness of 20 ft-lb at 40°F or lower shall be used at complete -joint -penetration groove welds. Welds designated as demand critical shall be made with filler metals meeting the requirements specified in AWS D1.8 clause 6.3. Welding procedures shall be submitted to the owner's testing agency for review prior to commencement of fabrication or erection. All complete -penetration welds shall be ultrasonically tested upon completion of the connection except plate less than or equal to 1/4" thick shall be magnetic particle tested. Complete penetration welds on plates less than or equal to 1/4" shall be magnetic particle tested. Field welds shown are engineer's recommendation. Contractor is responsible for actual welds used to support specific means and methods. WELDING GALVANIZED STEEL Welding of galvanized steel shall conform to AWS specification D-19.0. Welded areas of galvanized steel shall be touched up in conformance with ASTM A-780. Registration in the Washington Association of Building Officials (WABO) Steel Fabricator Registration BOLTS Program Participation in the AISC quality certification program, designated as an AISC Certified Plant, Category All high -strength bolts, not part of the Seismic Load Resisting System (SLRS), need only be BU' tightened to snug -tight (ST) conditions, defined as the tightness that exists when all plies in a Meeting the requirements of AISC 360 for structural steel buildings, appendix N and submitting plan joint are in firm contact. This may be attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench. All bolt holes shall be standard size, unless noted documentation to the authority having jurisdiction, the engineer of record, and the owner or owner's otherwise. All ASTM A-307 bolts shall be provided with lock washers under nuts or self-locking designee. Quality assurance requirements of steel construction for wind and seismic (AISC 341, nuts. ChapterJ) shall be included as requred in Special Inspection section of the general notes, where applicable. Fabricator for structural steel must be registered and approved to perform work without special inspection. At completion of fabrication, the fabricator shall submit a certificate of compliance to the building official stating that the work was performed in accordance with the approved construction documents. CORROSION CONTROL All steel noted as galvanized and any steel in ground contact or within 6-inches of grade shall be zinc - plated (galvanized) by the hot -dipped galvanic method (or pre -approved equivalent), except where such steel is to be fully encased in concrete. Galvanized steel members shall conform to ASTM A-123 and galvanized steel hardware shall conform to ASTM A-153. Guidelines outlined in ASTM A-384 shall be followed in order to safeguard against warping and distortion during hot -dip galvanizing of steel assemblies. Furthermore, any surface where the coating has been removed or damaged must be brushed and re -coated in clean, dry field conditions with an approved zinc -based anti -corrosion coating except where such area is to be encased in concrete. SHEET INDEX S1,01 STRUCTURAL GENERAL NOTES S2.00 MECHANICAL SUPPORT FRAMING PLAN S2.01 PLATFORM FRAMING PLAN S3.01 STRUCTURAL DETAILS S3.02 STRUCTURAL DETAIEVIELS CODE CO PL O APPROVCE ED OCT 28 2019 City of Tukwila BUILDING S A B Architects 2 Nickerson Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com I ,ND SAHL 1201 First Avenue South, Suite 310 Seattle, Washington 98134 206-402-5156 w .Iundopsahl.com CELLNETIX MECHANICAL UNIT SUPPORT I I I I I I I I I I I I I I L - _ - - _ - J SPACE FOR OFFICIAL CITY USE ONLY wou- 4ko • DATE 10/14/2019 CHECKED BY Checker PROJECT NUMBER 19-060-02 S1.01 RECEIVS:i CITY OF TtiKWILA OCT 15 2019 0011 PERMIT CENTER 0 0 m 0 0 m ROOF MECHANICAL SUPPORT FRAMING PLAN 1 Scale: 1/8" = V-0" North 0 FRAMING PLAN NOTES 1. GENERAL 1.1. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL MECHANICAL EQUIPMENT. 1.2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 1.9. REFER TO STRUCURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 1.4. EXISTING CONDITIONS ARE ASSUMED AND MUST BE VERIFIED BY THE CONTRACTOR. WHERE DISCOVERED CONDITIONS VARY FROM THOSE SHOWN ON PLANS, CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. REVIEWE Fp OR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION A B Architects 2 Nickerson Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com �a. ND SAH L 1201 First Avenue South, Suite 310 Seattle, Washington 98134 206-402-5156 w .lundopsahlxom CELLNETIX MECHANICAL UNIT SUPPORT PERMIT SET -- - - - - - - I I I � I I I I I I I I I I I I I I L J SPACE FOR OFFICIAL CITY USE ONLY SUPPORT FRAMING ■ , DATE 10/14/2019 CHECKED BY Checker PROJECT NUMBER 19-060-02 €?ECrlilaiL CITY CE TURIVILA OC 115 2019 Qz a 00 PERMIT CENTER ( Q_- - (�Y_ PLATFORM FRAMING PLAN Scale: 1/8" = V-0" North T S W/ IT W6x15 BRACE, SEE NOTE 1.6 r ALL COL, 2ECTION FRAMING PLAN NOTES 1. GENERAL 1.1. TOP OF STEEL ELEVATIONS TO BE COORDINATED BY CONTRACTOR. TOP OF STEEL SHALL BE 4'-0" MIN ABOVE FINISHED ROOF ELEVATION. ALL PLATFORMS TO BE CONSTRUCTED AND INSTALLED LEVEL. 1.2. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL MECHANICAL EQUIPMENT, 1.3. REFER TO STRUCURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 1.4. EXISTING CONDITIONS ARE ASSUMED AND MUST BE VERIFIED BY THE CONTRACTOR. WHERE DISCOVERED CONDITIONS VARY FROM THOSE SHOWN ON PLANS, CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 1.5. TYPICAL BEAM CONNECTIONS SHALL CONFORM TO TYPICAL BEAM SHEAR TAB CONNECTIONS PER DETAIL 1/S3.01. 1.6. BRACES SHALL BE SPACED AT MID -SPAN, TYP UNO. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION S A B Architects 2 Nickerson Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com ND SAHL 1201 First Avenue South, Suite 310 Seattle, Washington 98134 206-402-5156 v .lundopsahlxom CELLNETIX MECHANICAL UNIT SUPPORT PERMIT SET r — — I I I I I I I I I I I I I I I L - - - - - - _ _ - J SPACE FOR OFFICIAL CITY USE ONLY DATE 10/14/2019 CHECKED BY Checker PROJECT NUMBER 19-060-02 € ECEIVaO CITY OF TUIi.ir'ILA OCT 15 2019 PERMIT CENTER oil+ 2 a f� O LO ri 0) O N v 0 1/2" 1/2" PL 5/16", W/ (3) 7/8"0 BEAM PER PLAN A325 BOLTS 1Y P P 2' 2" fBM � PER PLAN Nz� v n j o ( C z SEE NOTE 3 1/4 1/4 Detail A: Single Plate Beam to Beam Connection NOTES: 1. SEE BEAM LEGEND FOR BEAM CONNECTION DESIGNATIONS SHOWN ON PLANS 2. SEE PLANS FOR BEAM SIZES AND SPECIAL CONNECTIONS WHERE NOTED 3. ALL BEAM -TO -BEAM CONNECTIONS ON EXTERIOR WALLS SHALL USE "TYPICAL FULL -DEPTH BEAM CONNECTION" 4. HORIZONTAL SHORT SLOTTED HOLES (SSL) MAYBE USED IN SHEAR TABS AT CONTRACTORS OPTION, UNO T pical Beam Shear Tab Connection Q Scale: 1 1/2" = 1'-0" rL IN 3 PL 3/4" x BM WIDTH ) A307 BOLTS ;AGE _ PER PLAN T ical nde Flan a Beam over HSS Column 5 Scale: 1 1/1' 0" NOTES: 1. INTSALL REINFORCING BEFORE CUTTING HOLES. 2. CONTRACTOR SHALL COORDINATE ALL OPENING SIZES AND LOCATIONS WITH MEP AND ARCH. Typical Openings in (E) Roof Deck Scale: NTS AILN tVK )NAL INFORMATION PLAN NLY ONE SIDE OF .NGE AND GRIND // BM WEB PL TO FLANGES OF SUPPORTING BM Detail B: Full -Depth Beam Connection S PL 3/4" x BM WIDTH ) A307 BOLTS ;AGE L PER PLAN SPOT WELD EA FLUTE TO THE CHANNELS (E) ROOF DECK ---\ / r— (E) ROOF DECK BEYOND CHANNEL PER (E) ROOF101ST � \ S3.011 / / / PLAN BEYOND I I REINFORCING ANGLES — — — PER 3/S3.01 CHANNEL PER PLAN CHANNEL 3/16 TO ANGLE TOPCHORD CONCENTRATED TOPCHORD PANEL POINT LOAD Y PANEL POINI BOTTOM CHORD CONCENTRATED BOTTOM CHORD PANEL POINT LOAD PANEL POINT NOTES: 1. ANGLES SHALL BE REQUIRED AT ALL CONCENTRATED LOADS, UNLESS SUPPORT IS AT PANEL POINT OF JOIST. 2. ANGLE IS NOT REQUIRED IF W OR'Y' IS LESS THAN OR EQUAL TO 3". 3. WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOIST CHORDS AND AR LOCATED MORE THAN 3" FROM A PANEL POINT, REINFORCE THE JOIST WITH AN ADDED ANGLE (EACH SIDE OF JOIST) EXTENDING FROM THE PONIT LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. 4. REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE. 5. ADDED ANGLES AND WELDS BY JOIST MANUFACTURER. 6. FOR SUPPORT OF MEP HANGERS BETWEEN OPEN -WEB JOISTS, REFER TO DETAIL Typical Load Hanging From Open -Web Joist `� Scale: 1 1/2" = 1'-0" (3) SIDES 3/16 STIFFENER PL 5/16" (1) SIDE MIN, SEE NOTE 2 REFER TO TYPICAL SHEAR C BEAM PER PLAN TAB GONN DETAIL FOR 4" INFORMATION NOT SHOWN 3/16 V I I � BEARING PL 3/4" x BM WIDTH 3/16 I (4) 3/4" 0 A307 BOLTS AT BM GAGE, SEE NOTE 1 - HSS COL PER PLAN NOTES: ' 1. IF BEAM FLANGE WIDTH IS LESS THAN 6", USE WELD IN LIEU OF BOLTS. 2. CONTRACTOR OPTION TO EXTEND INCOMING BEAM SHEAR TAB PLATE AND WELD TO BOTTOM FLANGE IN PLACE OF STIFFENER PLATE 3/16 I/ �(3) SIDES — CHANNEL PER PLAN,TYP L3x3xl/4 (2) 1/2" 0 A307 BOLTS Typical Channel to (E) Roof Joist Typical Channel to Channel Connection 1 v Scale: 1 1/2" = V-0" 1 1 Scale: 3" = V-0" 5 A B Architects 2 Nickerson Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com 1201 First Avenue South, Suite 310 Seattle, Washington 98134 206-402-5156 tww.lundopsahLcom CELLNETIX MECHANICAL UNIT SUPPORT PERMIT SET I I I I I I I I I I I I I I SPACE FOR OFFICIAL CITY USE ONLY STRUCTURAL DETAILS DATE 10/14/2019 CHECKED BY Checker PROJECT NUMBER 19-060-02 REVIEWED FOR CODE COMPLIANCE APPROVED nECF_IVED CITY OF TUKiiiILA OCT 2 8 2019 OCT 15 20i9 City of Tukwila PERMIT CENTER BUILDING DIVISION CUT (E) DECK TO ACCESS WALL EMBED PL (E) JOIST GIRDER — rL- (E) ROOF DECK — (E) CONC WALL I 1/4 BASE PL TO 1/4 (E) EMBED PL - — --_ - 2 53.02 I -_-_ ----- - �a � � - I I I I Plan NOTES_ 1. REMOVE EXISTING ROOFING/DECKING REQUIRED TO INSTALL COLUMN. REPAIR AND FLASH AS DIRECTED PER ARCH. HSS Column at (E) Conc Wall Scale: 1 1/2" = V-0" (E) STEEL JOIST (E) ROOF DECKING (E) STEEL JOIST GIRDER PLAN I_--- -- HSS COL PER PLAN (4) 3/4"0 THR'D 6„ ROD PER NOTE 2 COL BASE PL, SEE NOTE 2 3/16 (E) JOIST GIRDER WEB (' V.LF. (E) COL BEARING SHIM BTWN ROOD DECKING PL, SEE NOTE 1 AND JOIST GIRDER CHORD — (2) PL 1/2" STIFFENERS EA '.\ SIDE. MATCH JOIST T&B,TYP 1J4 GIRDER WIDTH OTE& Plan 1. MATCH COLUMN BASE PLATE TO (E) COLUMN BEARING PLATE. MINIMUM PLATE SIZE SHALL BE 3/4"x7"x1'-0", 2. REMOVE (E) BOLTS AND INSTALL NEW THREADED RODS AS INDICATED. NEW BOLT SPACING SHALL MATCH (E). NOTES: 1. WHERE PL IS PARALLEL TO DECK FLUTE, CENTER PL BETWEEN (2) UPER FLUTES AND WELD PER PLAN. HSS Column to (E) HSS Column S Scale: 1 1/2" = 1'-0" TO PL (3) 1/4 V HSS PER PLAN I PL 5/8x7x0'-8" I I L3x3xl/4, SPOT (E) DECK WELD AT EA FLUTE 7" j/0, (E) EMBED PL (E) JOIST GIRDER (E) CONC WALL ---- J HSS Column at (E) Conc Wall Section Scale: 1 1/2" = V-0" TYP 0 CONN 5/° COL PER (� Knee Brace Detail Scale: 1 1/2" = 1'-0" BEAM PER PLAN PL 1/4x8x V-6", TYP Brace to Beam Connection Scale: 1 1/2" = V-0" PL 3/4x3x0'-4" W/ (1) 7/8"0 A325 BOLT BRACE PER PLAN 5 A B Architects 2 Nickerson Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com ND SAHL rYP 1201 First Avenue South, Suite 310 Seattle, Washington 98134 '16 206-402-5156 w .lundopsahlxom REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION CELLNETIX MECHANICAL UNIT SUPPORT I I I I I I I I I I I I 1 I I I L _ _ _ _ _ _ — — _ J SPACE FOR OFFICIAL CITY USE ONLY STRUCTURAL DETAILS DATE 10/14/2019 CHECKED BY Checker PROJECT NUMBER 19-060-02 ABBREVIATIONS GENERAL AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AFC ABOVE FINISHED GRADE BHP BRAKE HORSEPOWER BOP BOTTOM OF PIPE BOT BOTTOM C/L CENTER LINE CLG CEILING CFM CUBIC FEET PER MINUTE CO CARBON MONOXIDE CO2 CARBON DIOXIDE CSR CURRENT SENSING RELAY DISCH DISCHARGE ON DOWN DS DISCONNECT SWITCH; DOOR SWITCH (E) EXISTING EA, EACH EC ELECTRICAL CONTRACTOR; END CAP EP ELECTRICAL PANEL; END PLUG EPO EMERGENCY POWER OFF ESP EXTERNAL STATIC PRESSURE (F) FUTURE FA FIRE ALARM FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FLEX FLEXIBLE FUR FLOOR FP FIRE PROTECTION FTG FOOTING GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR HP HORSEPOWER; HIGH PRESSURE HTG HEATING HTR HEATER IAW IN ACCORDANCE WITH ID INSIDE DIAMETER/DIMENSION IN WC INCHES WATER COLUMN MC MECHANICAL CONTRACTOR MFR MANUFACTURER MH MANHOLE MTD MOUNTED NIA NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN; NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHD OVERHEAD PERF PERFORATED POC POINT OF CONNECTION CITY QUANTITY (R) RELOCATED RCP REFLECTED CEILING PLAN REQD REQUIRED SECT SECTION SIM SIMILAR SPEC SPECIFICATION STD STANDARD TBD TO BE DETERMINED TI TENANT IMPROVEMENTS TOC TOP OF CONCRETE TOS TOP OF STEEL TSP TOTAL STATIC PRESSURE TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE W/ WITH W/O WITHOUT WC WATER COLUMN WG WATER GAUGE PIPING IDENTIFICATION HVAC HVAC AC AIRCONDITIONING — — — — — — — — — — RETURN PIPING AHU AIR HANDLING UNIT SUPPLY PIPING BOO BACKDRAFT DAMPER BOD BOTTOM OF DUCT PIPING FITTINGS CC COOLING COIL CRU COMPUTER ROOM UNIT CT COOLING TOWER a TEE UP CV CONSTANT VOLUME TEE DOWN DB DUCT BOARD TEE ON W/ ELBOW DIFF DIFFUSER TEE UP Wt ELBOW DMPR DAMPER 90' ELBOW UP EA EXHAUST AIR _D 90" ELBOW DN EAT ENTERING AIR TEMPERATURE CAP ECG EGGCRATE GRILLE EF EXHAUSTFAN UNION FLANGE FCU FAN COIL UNIT FLEX HOSE CONNECTION FD FIRE DAMPER FM FREQUENCY MODULATION rv" DOUBLE BELLOWS FLEX CONNECTION FP FIRE PROTECTION; FAN POWERED SINGLE BELLOWS FLEX CONNECTION FSD COMBINATION FIRE/SMOKE DAMPER ® FLOW ARROW FTU FANTERMINALUNIT REDUCER 1 GIRD GRILLE, REGISTER, DIFFUSER SLOPE SYMBOL HC HEATING COIL BREAK OR CONTINUATION SYMBOL HVAC HEATING, VENTILATION AND AIR CONDITIONING DOWN SPOUT NOZZLE CLEANOUT LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER VALVES MA MIXEDAIR MOD MOTOR OPERATED DAMPER; MODULATING MOTORIZED 2-WAY VALVE MAU MAKE-UP AIR UNIT MOTORIZED 3-WAY VALVE MUA MAKE-UPAIR D�1 PRESSURE REDUCING VALVE CA OUTSIDEAIR CONTROL VALVE OBD OPPOSED BLADE DAMPER RA RETURN AIR RELIEF VALVE RAT RETURN AIR TEMPERATURE I (I BALL VALVE RTU ROOF TOP UNIT 3-WAY GATE VALVE BUTTERFLY VALVE SA SAT SUPPLY AIR SUPPLY AIR TEMPERATURE DIAPHRAGM VALVE SD SMOKE DAMPER; SMOKE DETECTOR U, CHECK VALVE SF SUPPLY FAN NEEDLE VALVE SL SOUND LINED GLOBE VALVE SLSM SOUND LINED SHEET METAL SM SHEET METAL GLOBE VALVE ANGLE SO SCREENED OPENING GLOBE VALVE 3-WAY SP STATIC PRESSURE D4 GATE VALVE TG TRANSFER GRILLE I5TJI PLUG VALVE TOD TOP OF DUCT BALANCING VALVE HOSE BIBB VAV VARIABLE AIR VOLUME AUTO FLOW VALVE VD VOLUME DAMPER PIPING BD STEAM SLOWDOWN BP BACKFLOW PREVENTER CA COMPRESSED AIR CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CLPS CLEAN LOW PRESSURE STEAM CNDS CONDENSATE CNDWR CONDENSER WATER RETURN CNDWS CONDENSER WATER SUPPLY DRAIN TANK OVERFLOW & DRAINS DTR DUAL TEMPERATURE RETURN DTS DUAL TEMPERATURE SUPPLY EWT ENTERING WATER TEMPERATURE FCD FLUE CONDENSATE DRAIN FEED BOILER FEED WATER FOF FUEL OIL FILL FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT G NATURAL GAS 2# G NATURAL GAS - LOW PRESSURE, 2 PSI 5# G NATURAL GAS - LOW PRESSURE, 5 PSI GE GENERATOR EXHAUST GFWR GEO - FIELD WATER RETURN GFWS GEO- FIELD WATER SUPPLY GWR GROUND WATER RETURN GINS GROUND WATER SUPPLY HPC HIGH PRESSURE CONDENSATE HPS HIGH PRESSURE STEAM HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY LPC LOW PRESSURE CONDENSATE LPG LIQUEFIED PROPANE GAS LPS LOW PRESSURE STEAM LWT LEAVING WATER TEMPERATURE MPC MEDIUM PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM PCW PROCESS COLD WATER PCWR PROCESS COOLING WATER RETURN PCWS PROCESS COOLING WATER SUPPLY PHW PROCESS HOT WATER PHWR PROCESS HOT WATER RETURN RL REFRIGERATION LIQUID IRS REFRIGERATION SUCTION RV REFRIGERATION VENT SCW SOFTENED COLD WATER SRV STEAM RELIEF VENT rt�7aH7a�ly�l:7 PIPING ACCESSORIES PUMP 4MV MANUAL AIR VENT AV AUTOMATIC AIR VENT QHAV HIGH CAPACITY AIR VENT SHOCK ARRESTOR FS FLOW SWITCH VB ^ VACUUM BREAKER PRESSURE GAUGE F —)� TEMPERATURE SENSOR 4 TEMPERATURE INDICATOR FM FLOW METER Y STRAINER W/ BALL VALVE PIPE SLEEVE = ®� STEAM TRAP T PETES PLUG , SUCTION DIFFUSER)V/ STRAINER RPBP REDUCED PRESSURE BACKFLOW PREVENTOR INSTRUMENTATION AND CONTROLS DUCTWORK ACCESSORIES PROJECT SPECIFIC SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER M AIRFLOW MONITOR FM REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) Y BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEXCONNECTION FIRE DAMPER THROUGH WALL FD FD .... —�. FIRE DAMPER THROUGH FLOOR FIRE/SMOKE DAMPER THROUGH WALL S FSD ,� FSD —�}— —�— FIRE/SMOKE DAMPER THROUGH FLOOR pD ACCESS DOORS AD — 12x12 XSL _ ACOUSTICALLY LINED DUCT (X" THICK SOUND LINING) �R CHANGE OF ELEVATION RISE(R) DROP(D) PL TURNING VANES w- RETURN/EXHAUST/OUTSIDE AIR SUPPLY/TRANSFER AIR DUCTWORK RECTANGULAR DUCT SUPPLY AIR DUCT TURNING UP OR TOWARD RECTANGULAR DUCT �i SUPPLY AIR DUCT TURNING DOWN OR AWAY RECTANGULAR DUCT F�7 RETURN AIR DUCT TURNING UP OR TOWARD RECTANGULAR DUCT i RETURN AIR DUCT TURNING DOWN OR AWAY RECTANGULAR DUCT EXHAUST AIR DUCT TURNING UP OR TOWARD RECTANGULAR DUCT XEXHAUSTAIRDUCT TURNING DOWN OR AWAY ROUND DUCT SUPPLY AIR DUCT TURNING UP OR TOWARD ROUND DUCT x SUPPLY AIR DUCT TURNING DOWN OR AWAY ROUND DUCT RETURN AIR DUCT TURNING UP OR TOWARD THERMOSTAT L'l SENSOR ROUND DUCT/ CO CARBON MONOXIDE SENSOR Ili CO2 CARBON DIOXIDE SENSOR ROUND DUCT OCC OCCUPANCY SENSOR SD SMOKE DETECTOR ROUND DUCT ICY GENERAL INFORMATION SYMBOLS NEW MECHANICAL WORK OVAL DUCT FUTURE TI SCOPE & NEW WORK OTHER THAN MECHANICAL OVAL DUCT ® POINT OF CONNECTION POINT OF DEMOLITION �x CL CENTERLINE OX OX KEY NOTE REFERENCE PIPING RISER CALLOUT (CHW; HW) X PIPING RISER # PLAN NUMBER X SHEET NUMBER WHERE PLAN SHOWN DETAIL OR DIAGRAM NUMBER X SHEET NUMBER WHERE DETAIUDIAGRAM SHOWN X SECTION LETTER X SHEET NUMBER WHERE SECTION SHOWN X REVISION NUMBER- DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF c:: CHANGE X DETAIL REFERENCE OUTLINE — _ J WITH NUMBER AND SHEET LOCATION RETURN AIR DUCT TURNING DOWN OR AWAY EXHUAST AIR DUCT TURNING UP OR TOWARD EXHAUST AIR DUCT TURNING DOWN OR AWAY SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT GRILLE/REGISTER/DIFFUSER PROJECT SPECIFIC CEILING SUPPLY AIR DIFFUSER VN CEILING RETURN GRILLE OR TRANSFER AIR GRILLE CEILING EXHAUST GRILLE LINEAR DIFFUSER (CEILING) O LINEAR DIFFUSER (WALL) LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) HVAC - ANNOTATION EQUIPMENT I LOUVER TAG EF — EQUIPMENT 2-1 DESIGNATION CONSECUTIVE EQUIPUIPMENT # FLOOR OF EQUIP. LOCATION GRILLE, REGISTER OR DIFFUSER TAG �TYPE CODE WIDTH 1111 HEIGHT SWG-WxH x CFM I CFM MECHANICAL INDEX SHEET NO SHEET NAME 0 LL O W c`"n M-001 MECHANICAL LEGEND&ABBREVIATIONS - X M-002 MECHANICAL B.O.D & SOUND CALCULATIONS X M-003 MECHANICAL SPECIFICATIONS X M-004 MECHANICAL SPECIFICATIONS X M-005 MECHANICAL CONTROLS X M-006 MECHANICAL CONTROLS X M-007 MECHANICAL DIAGRAMS X M-060 MECHANICAL SCHEDULES X M-061 MECHANICAL SCHEDULES X M-062 MECHANICAL SCHEDULES X MD111 MECHANICAL DEMOLITION PLAN LEVEL 1 WEST X MD121 MECHANICAL DEMOLITION PLAN LEVEL 2 WEST X MD122 MECHANICAL DEMOLITIONS PLAN LEVEL 2 EAST X M-111 MECHANICAL PLAN LEVEL 1 WEST X M-121 MECHANICAL PLAN LEVEL 2 WEST X M-122 MECHANICAL PLAN LEVEL 2 EAST X M-131 MECHANICAL PLAN ROOF WEST X M-132 MECHANICAL PLAN ROOF EAST X MP400 ENLARGED PLANS X M-500 MECHANICAL DETAILS X VICINITY MAP LEGAL DESCRIPTION PARCEL NUMBER: 734560-0580 NAME: INTERNATIONAL GATEWAY EAST LEGAL: RIVERTON ADD LOTS 17 THRU 26 & THE W 50 FT OF LOT 9 BLOCK 8 OF RIVERTON REPLAT TGW LOTS 9 THRU 24 OF BLOCK 7 TGW VACATED 37TH AVE S ADJOINING BLOCK 7 & 8 UNDER VACATION ORDINANCE NO 1937 RECORDING NO 20001227002657 LESS PORTION OF LOTS 9 & 24 IN BLOCK 7 - BEGIN SW CORNER OF BLOCK 7 TH N OIA6-02 E 400.41 FT TO POINT OF BEGINNING TH N 90-00-00 E 420.13 FT TO POINT ON WLY LINE OF BLOCK 8 & TERMINUS OF SAID LINE LESS PORTION LOTS 16 THRU 20 BLOCK 7, VACATED 37TH AVE S ADJOINING BLOCKS 7 & 8 AS VACATED BY ORDINANCE NO 1937 LY SLY AND/OR WLY OF FOLLOWING DESCRIBED LINE BEGIN SE CORNER LOT 17 BLOCK 8 TH N 01A6-02 E 5 FT TO POINT ON LINE 5 FT NLY, MEASURED AT R/A, FROM S LINE OF BLOCK 7 & 8 AND POINT OF BEGINNING TH N 88-18-50 W 694.62 FT TO BEGIN OF CURVE CONCAVE TO NE WITH RADIUS OF 20 FT TH WLY & NLY ALONG ARC SAID CURVE THRU CIA 91-04-52 DISTANCE 31.79 FT TO POINT ON LINE 5 FT ELY, MEASURED AT R/A, FROM W LINE OF BLOCK 7 TH N 01416-02 E 178.17 FT TO POINT ON N LINE OF LOT 4 DONALDSON ADD EXTENDED ELY TO TERMINUS OF THIS LINE LESS LOT 17 THRU 24 BLOCK 7 PORTION OF REVISED LOT B LINE ADJUSTMENT NO L2000 027 RECORDING NO 200102211001777 GENERAL NOTES i. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC, 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS, 4, HVAC EQUIPMENT SHALL NOT BE SIZED LARGER THAN THE NEXT LARGEST SIZE BASED ON LOAD CALCULATION, WSEC C403.2.2. 5. OCCUPIED SPACES ARE MECHANICALLY VENTILATED. SYSTEMS ARE DESIGNED TO PROVIDE MINIMUM OUTSIDE AIR PER MECHANICAL CODE AND SHALL NOT EXCEED 150% CALCULATED VALUE, WSEC 4032.E & 403.2.11.4. 6. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. MECHANICAL SYSTEMS, EQUIPMENT AND CONTROL SHALL BE COMMISSIONED PER WSEC 408.2. B. COMMISSIONING PLAN IS REQUIRED TO BE PREPARED BY CERTIFIED COMMISSIONING PROFESSIONAL AND SUBMITTED TO THE AHJ PRIOR TO FIRST MECHANICAL INSPECTION, PER WSEC 408.12. INCLUDE NARRATIVE OF ACTIVITIES, RESPONSIBILITIES OF Cx TEAM, SCHEDULE OF ACTIVITIES AND CONFLICT OF INTEREST PLAN. a. PROVIDE SUMMARY OF REPORT OR COMPLIANCE CHECKLIST (SEE G408.1 A.2) AND PROVIDE TO OWNER PRIOR TO FINAL MECHANICAL INSPECTION. C. BALANCE SYSTEMS TO WITHIN TOLERANCES SPECIFIED. FIRST BALANCE TO MINIMIZE THROTTLING LOSSES THEN TO MEET DESIGN FLOW, WSEC 408.2.2. D. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER PER WSEC C103.6. E. PROVIDE MAINTENANCE MANUALS FOR ALL MECHANICAL EQUIPMENT, WSECCy103.6. F. PROVIDE OWNERS OPERATING PERSONNEL TRAINING FOR MECHANICAL EQUIPMENT, WSEC C103.6. G. PROVIDE WSEC COMPLIANCE FORMS AND CALCULATIONS, WSEC C103.6. 7. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2015INTERNATIONAL MECHANICAL CODE. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN WSEC C403.2.8.1. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL SEISMIC TIE -DOWN INFORMATION AND BACK-UP CALCULATIONS ARE PROVIDED SEPARATELY. 11. REFER TO CIVIL DRAWINGS FOR UTILITY WORK 5'-O" BEYOND THE BUILDING LINE. 12. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT UNLESS SPECIFICALLY MARKED AS EXISTING, EXIST, OR (E). � wivcrurtvvivrovaim F 1` Paimclt No.. Plan review approval is subject to errors and omissions. Approval of construction documents does nor authorize t ration of a adovied code or ordinance. R ceip ofappro Fiel yq and co Ill sIs AcKn City of BUILDING REVISIONS rsubmitNOTE: o cr:an�es Snall be made to the scope of work witnout bi o: aporoval of the Tukwila Building Division. No Revlsl6ns will require a new plan tat ano may include additional plan review. SEPARATEPERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping REVIEWED FOR CODE COMPLIANCE APPROVED �OCT 2 8 201� City of Tukwila BUILDING DIVISION d Of Your Building WKINSTRY Co, LLC SEATTLE; 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstrv.Com PRO ■ TIX LABORATJRY 12501 E MARGINAL WAYS TU KW I LA, WA 98168 CONSULTANTS: ISSUES a DESIGNED: AA/-TW DRAWN: AA/TW CHECKED: DM w JOB NO: 118108 W ISSUED ON: 10/02/2019 SHEET TITLE: MECHANICAL LEGEND & E ABBREVIATIONS v SHEET NUMBER: g a v 2 PARCEL PLAN - EQUIPMENT SOUND DISTANCE` rM-002 I SCALE: NTS SOUND LEVEL CALCULATION UNIT# AHU-1 EF-1 EF-2 EF-3 NOTES: ROOFTOP UNIT SOUND LEVEL dB(A) 96 dB 81 dB 77 dB 79 dB APPROX. DISTANCE TO NEAREST ADJACENT PROPERTY LINE 146 FEET 140 FEET 190 FEET 108 FEET SOUND LEVEL REDUCTION @ THAT DISTANCE 37 dBA 37 dBA 41 dBA 37 dBA 2 RESULTING SOUND LEVEL @ PROPERTY LINE 59 dBA 44 dBA 36 dBA 42 dBA DISTRICT OF SOUND SOURCE INDUSTRIAL INDUSTRIAL INDUSTRIAL INDUSTRIAL DISTRICT OF RECEIVING PROPERTY COMMERCIAL INDUSTRIAL COMMERCIAL COMMERCIAL MAXIMUM DAY TIME SOUND LEVEL 65 dBA 65 dBA 65 dBA 65 dBA 1 MAXIMUM NIGHT TIME SOUND LEVEL 65 d1A 65 diA 65 dBA 65 dBA 1 ACCEPTABLE YES YES YES YES NOTES: 1. REFERENCE SEATTLE DPD CAM #415 TABLE 1 2. REFERENCE SEATTLE DPD CAM #415 TABLE 2 TABLE 1. MAXIMUM PERMISSIBLE SOUND LEVELS DISTRICT OF SOUND SOURCE DISTRICT OF RECEIVING PROPERTY RESIDENTIAL COMMERCIAL INDUSTRIAL RESIDENTIAL 55 dB(A) 57 dB(A) 60 dB(A) COMMERCIAL 57 dB(A) 60 dB(A) 65 dB(A) INDUSTRIAL 60 dB(A) 65 dB(A) 70 dB(A) ` Levels must be reduced by 10 dBA 10 p.m. to 7 a.m. when receiving property is in a residential district. TABLE 2. DISTANCE FACTOR Distance in feet from equipment to property line dBA reduction from equipment sound level ARI 270 2 3 3 7 4 10 5 12 6 13 7 14 8 15 9 16 10 17 15 21 20 23 25 25 30 27 40 29 50 31 60 33 70 34 80 35 90 36 100 37 150 41 200 43 400 49 RECEIVED CITY OF TUKWILA OCT 15 2019 PERMIT CENTER HVAC BASIS OF DESIGN ITEM # I SYSTEM CRITERIA CRITERIA SOURCE CODE BASIS FOR PROJECT 1-2 CODE 2015 INTERNATIONAL MECHANICAL CODE ENFORED BY LOCAL JURISDICTION TUKWILA 1-3 CODE 2015 WASHINGTON STATE ENERGY CODE TUKWILA 1-5 CODE 12015 INTERNATIONAL FIRE CODE ENFORCED BY LOCAL JURISDICTION TUKWILA BASIS FOR LOAD CALCULATIONS 2.1 OUTDOOR TEMPERATURE WINTER OSA DESIGN TEMP = 24°F DB 2015 ENERGY CON STATE ENERGY CODE 2-2 OUTDOOR TEMPERATURE SUMMER OSA COOLING DESIGN TEMP = 83°F DB, 67°F WB 2015 ENERGY CON STATE ENERGY CODE OFFICE, CONFERENCE, AND ADMINISTRATIVE AREAS: COOLING =75`F±3°F HEATING = 70°F ± 3°F RELATIVE HUMIDITY CONTROL = NONE 2-3 INDOOR DESIGN CRITERIA DESIGN VALUE LABORATORY: COOLING = 75°F ± 2°F HEATING = 70°F ± 2°F RELATIVE HUMIDITY CONTROL = NONE OFFICE, CONFERENCE, AND ADMINISTRATIVE AREAS: 5 PPL / 1000 SQ.FT. 2015 INTERNATIONAL 24 OCCUPANT DENSITY LABORATORY: 25 PPL / 1000 SQ.FT. MECCHAICAL ODE - 2-5 OCCUPANT HEAT GAIN PEOPLE LOAD = 250 BTUH (SENSIBLE), 200 BTUH LATENT PER PERSON DESIGN VALUE OFFICE SPACE: 5 CFM / PERSON AND 0.06 CFM / SQ.FT. 2015 INTERNATIONAL 2.6 VENTILATION QUANTITIES LAB SPACE: 10 CFM / PERSON AND 0.18 CFM! SQ.FT, MECHANICAL CODE - CHAPTER 4 LABORATORY AREA IS PROVIDED WITH 100% OUTSIDE AIR 24/7 2015 INTERNATIONAL 2-7 EXHAUST RATES LABORATORY AREA IS PROVIDED WITH 100% EXHAUST AIR 24/7 MECHANICAL CODE - CHAPTER 4 AIR CHANGES LABORATORIES SHALL BE DESIGNED TO MAINTAIN A MINIMUM OF 6 AIR CHANGES PER HOUR MCKINSTRY DESIGN APPROACH PERIMETER ZONES: INFILTRATION AIRFLOW = 0.35 ACH ! HR. PROPOSED - MCKINSTRY 2 8 INFILTRATION INTERIOR ZONES: INFILTRATION AIRFLOW = 0.0 ACH / HR, STANDARD OPEN OFFICE SPACE: 0,98 WATT / SQ.FT. 2015 WASHINGTON STATE 2-9 LIGHTING ENCLOSED OFFICE SPACE:1,11 WATT / SQ.FT. ENERGY CODE LAB SPACE: 1.45 WATT / SQ.FT. 2-10 EQUIPMENT (PLUG) LOADS OFFICE SPACE:1.5 WATT / SQ.FT. (WATTS! SQ.FT. INCLUDES (1) PC, (1) MONITOR PER WORKSTATION) MCKINSTRY STANDARDS LABORATORY: 6 W/SF BASIS FOR PRESSURIZATION SPACE AREA RELATIONSHIP TO ADJACENT 3-1 RELATIONSHIP OFFICE / CONFERENCE POSITIVE 7DESIGNAPPROACH OPEN LAB NEGATIVE TO OFFICE BASIS FOR BUILDING ENVELOPE 4-1 WALL WALLS: U-VALUE=0.11 ROOF:0.08 SHELL & CORE VALUE 4-2 WINDOW VERTICAL GLAZING: U-VALUE=0.55, SHGC=0.46 SHELL & CORE VALUE EXISTING CONDITIONS 5.1 OPERATING HOURS 7AM-6PM ASSUMPTION 5-2 AIR HANDLER UNIT TWO ROOF TOP AIR HANDLER UNITS SERVE THE BUILDING. EXISTING UNITS ARE PACKAGE UNITS WITH DX COILS AND NO HEAT, PER AS -BUILT DRAWINGS NEW HVAC DESCRIPTION THE LABORATORY AREA SHALL BE DECOUPLED FROM THE EXISTING BUILDING SYSTEM AND IT WILL BE SERVED BY A NEW SINGLE PASS AIR SYSTEM. THE UNIT SHALL BE A ROOFTOP AIR HANDLER WITH A COOLING CAPACITY OF 150 TON AND ELECTRIC HEATING CAPACITY OF NO LESS SYSTEM LEVEL THAN 240 kW. THE UNIT SHALL SUPPLY 31,000 CFM OF OUTDOOR AIR WITH NO RECIRCULATIONTO MEET THE REQUIRED LAB AIR CHANGES PER 61 (24/7 OPERATION) HOUR. A NEW 14,000 CFM ROOF MOUNTED EXHAUST FAN WILL PROVIDE EXHAUST FOR FUME HOODS AND GROSSING STATIONS. A NEW 21,000 DESIGN APPROACH CFM MAX EXHAUST FAN SHALL PROVIDE AREA PRESSURIZATION. A NEW RUNAROUND GLYCOL LOOP WITH HEAT RECOVERY COILS SHALL BE PROVIDED TO RECOVER HEAT EXHAUST STREAM IN ORDER TO PRETREAT THE OUTDOOR PRIOR TO ENTERING THE BUILDING. ONE NEW 1000 CFM LABORATORIES ROOFTOP EXHAUST FAN SHALL BE PROVIDED TO SERVE THE HAZMAT/WASTE ROOM. NEW VARIABLE AIR VOLUME BOXES WITH ELECTRIC HEAT SHALL BE PROVIDED. NEW VARIABLE AIR VOLUME BOXES SHALL MATCH BUILDING STANDARD OR BE AN APPROVED EQUAL. 6-2 ZONE LEVEL DESIGN APROACH ASSUMPTION: - FULL HEIGHT WALLS ARE PROVIDED BETWEEN LAB AND NON -LAB AREAS. NON -LAB AREAS SHALL BE SERVED BY THE EXISTING ROOFTOP AIR HANDLER SYSTEM. 6-3 SYSTEM LEVEL DESIGN APPROACH ASSUMPTION: NON -LABORATORIES - PLENUM RETURN AS LONG AS FULL HEIGHT WALLS ARE PROVIDED BETWEEN LAB AND NON -LAB AREAS. • NEW VARIABLE AIR VOLUME BOXES WITH ELECTRIC HEAT SHALL BE PROVIDED OR EXISTING TO BE REUSED (IF APPLICABLE) IN PERIMETER 4 ZONE LEVEL AREAS DESIGN APPROACH NEW VARIABLE AIR VOLUME BOXES SHALL BE PROVIDED OR REUSED (IF APPLICABLE) FOR INTERIOR AREAS. - NEW VARIABLE AIR VOLUME BOXES SHALL MATCH BUILDING STANDARD OR BE AN APPROVED EQUAL. BASIS FOR SCOPE OF WORK DEMOLITION: - REMOVE TRANSFER FAN FROM EXISTING SMALL OFFICE REMOVE ALL EXISTING DUCTWORK AND TERMINAL UNITS. HAZ-MAT / WASTE STORAGE NEW WORK: 7 1 - DEDICATED EXHAUST SYSTEM WITH CAPACITY OF 1CFM/SOFT. DESIGN APPROACH - HIGH AND LOW EXHAUST INTAKE POINTS. PROVIDE TRANSFER DUCT FROM STOCKROOM TO PROVIDE MAKE UP AIR. DEMOLITION: 7-2 STOCKROOM STORAGE - REMOVE ALL EXISTING DUCTWORK AND TERMINAL UNITS. DESIGN APPROACH NEW WORK: - PROVIDE A TRANSFER DUCT FROM LOADING AREA INTO HAZMAT / WASTE STORAGE. DEMOLITION: FIRST FLOOR - REMOVE ALL EXISTING DUCTWORK AND TERMINAL UNITS. 7-3 LOADING AREA NEW WORK: DESIGN APPROACH PROVIDE (1) NEW SINGLE DUCT TERMINAL UNIT WITH ELECTRIC HEAT. - PROVIDE NEW LOW AND MEDIUM PRESSURE SUPPLY DUCT. NEW WORK: 7-4 OFFICE SPACE RELOCATE (2) EXISTING FAN POWERED BOXES, DESIGN APPROACH REUSE (1) EXISTING FAN POWERED BOX. REWORK EXISTING DUCTWORK TO ACCOMMODATE NEW LAYOUT, NEW WORK: - ADD SPLIT SYSTEM FOR DEDICATED COOLING 7-5 ELEVATOR MACHINE ROOM DESIGN APPROACH ASSUMPTIONS: -4 TON UNIT CAPACITY NEW WORK: PROVIDE (29) NEW SINGLE DUCT TERMINAL UNITS WITH ELECTRIC HEAT AND (3) EXHAUST VARIABLE AIR VOLUME BOXES FOR LABS. 7-6 LAB SPACES - REWORK EXISTING MEDIUM PRESSURE DUCTWORK FOR L2 TO CONNECT TO NEW 100% OSA AHU. DESIGN APPROACH REWORK EXISTING LOW PRESSURE DUCTWORK NEW WORK 7.7 LAB SUPPORT SPACES - RELOCATE (3) NEW EXISTING FAN POWERED BOXES. DESIGN APPROACH • REWORK EXISTING LOW PRESSURE DUCTWORK. 7-8 DATA CLOSET NEWWORK: DESIGN APPROACH - PROVIDE A NEW 4 TON SPLIT SYSTEM NEW WORK: - FUME EXHAUST TO BE PROVIDED FOR 15 GROSSING STATIONS - FUME EXHAUST TO BE PROVIDED FOR 1 FUME HOODS 7-9 SECOND FLOOR GROSSING: ASSUMPTIONS: • ANY BIOSAFETY CABINETS ARE SELF-CONTAINED, RECIRCULATING AIR WITH HEPA FILTERS. DEDICATED BBC EXHAUST ASSUMED NOT DESIGN APPROACH REQUIRED, 500 CFM PER GROSSING STATION 2000 CFM PER FUME HOOD 120 CFM PER LAB MICROWAVE NEW WORK: 7-10 MOLECULAR (PRE) POSITIVE PRESSURE SPACE DESIGN APPROACH PROVIDE SUPPLY AIR VARIABLE AIR VOLUME BOXES - PROVIDE RELIEF TRANSFER DUCT GROSSING & HISTOLOGY STORAGE, PROCESS NEW WORK: 7.11 EMBEDDING - PROVIDE TRANSFER DUCTS DESIGN APPROACH NON -LAB OFFICES, CONF, NEW WORK: 7-12 BREAK, RECEPTION - REUSE (31) VARIABLE AIR VOLUME BOXES FOR PERIMETER AND EXTERIOR OFFICES DESIGN APPROACH NEW WORK: ''.... • PROVIDE (1) NEW ROOFTOP AHU FOR 100% OUTDOOR AIR WITH HEAT RECOVERY PROVIDE (1) NEW GENERAL EXHAUST FAN PROVIDE (1) NEW GROSSING STATION & FUME HOOD EXHAUST FAN 7-13 ROOF EQUIPMENT - PROVIDE (1) NEW HAZMAT / WASTE STORAGE EXHAUST FAN DESIGN APPROACH PROVIDE (2) NEW HEAT RECOVERY COILS - PROVIDE (2) NEW HEAT RECOVERY PUMPS - PROVIDE (1) NEW EXPANSION TANK PROVIDE (1) NEW AIR SEPARATOR 7.14 OVERALL CONTROLS NEW WORK: DESIGN APPROACH - PROVIDE CONTROLS FOR ALL NEW EQUIPMENT AND TIE IN TO EXISTING CONTROLS MCKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 _R • CELLNETIX JEOg"- 10011114010 111M i E MARGINAL1 TUKWILA, WA 98168 CONSULTANTS: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION REGISTRATION: .e k DON WAS r �999 �DdUL ISSUES: DESIGNED: AAlTW :F-- DRAWN: AA/TW CHECKED: DM w JOB NO: 118108 ISSUED ON: 10/02/2019 w a SHEET TITLE: MECHANICAL B.O.D & SOUND CALCULATI S d 3ER: Emmmmmmsemm a HVAC DUCT SPECIFICATION (WSEC) DUCT SYSTEM PRESSURE CLASS DUCT MATERIALS FITTINGS FLEX - SEAL CLASS CLEANLINESS DURING CONSTRUCTION INSULATION LINING MATERIALS SEISMIC SEISMIC NOTES SPECIFICATION CONNECTION/ FLEX DUCT (INDOOR, OUTDOOR) CRITERIA IMPORTANCE SPECIFCATION 233113 & 235100 SPECIFCATION 233113 & 235100 INT'L ENERGY CODE C403.2.7 FACTOR IP "DETERMINED BY CLIMATE ZONE & ASHRAE 90.1 TABLES 6.8.2 & B-1 HVAC SUPPLY SMACNA+2" ALL DUCT TO BE UNLINED GALVANIZED DUCT, GAUGE AND ELBOWS: CENTERLINE RADIUS OF 1.5 DIA OR 3-FOOT MAX. LENGTH WITH NO SMACNA SEAL CLASS A per WITHIN CONDITIONED SPACE: R-3.3 (<55F NIA SEISMIC SUPPORT PER APPLICABLE IP =1.0 NOTES 1, 2, 3, 4, 5 REINFORCEMENT SHALL BE SMACNA OR BETTER MITERED 90S WITH VANES OFFSETS; USE JPL OR EQUAL; WSEC C403.2.8 FOLLOW INTERMEDIATE "LEVEL B" SMACNA OR>105F) CODE I LOCAL JURISDICTION. SEE (NON -LAB) MEDIUM PRESSURE FOR VAV NO PRESSURE TEST REQUIRED PER WSEC C403.2.8 MECHANICAL SEISMIC SHEET WHEN SYSTEMS RECTANGULAR DUCT TO HAVE TOP CONNECTIONS CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN FLEX AT EQUIP CONNECTIONS TO WHEN NOT IN A CONDITIONED SPACE: R-6 WITH APPLICABLE. IF =1.5 24" DIA COMPLY WITH SMACNA APPLICABLE APPROVED VAPOR BARRIER (LAB PRESSURIZATION) FROM AHU TO TERMINALS ROUND MAY BE SPIRAL. PRESSURE CLASS TAPS: CONICAL OR BOOT -STYLE WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH APPROVED VAPORANEATHER BARRIER IN CONCRETE OR GROUND: R-3.3 (HEATING ONLY) HVAC SUPPLY SMACNA+112" OR+t" PRESSURE GALVANIZED DUCT; GAUGE AND REINFORCEMENT SHALL BE ELBOWS: PURCHASED ADJUSTABLE ELBOWS IN 12-FOOT MAX. LENGTH WITH NO SMACNA SEAL CLASS A per FOLLOW INTERMEDIATE "LEVEL B" SMACNA WITHIN CONDITIONED SPACE: R-3.3 (<55F LINING WHERE INDICATED ON THE PLANS SEISMIC SUPPORT PERAPPLICABLE IP =1.0 NOTES 1, 2, 3, 4, 5 SMACNA OR BETTER ACCORDANCE WITH SMACNA +V STANDARDS OFFSETS; USE JPL OR EQUAL WSEC C403.2.8 OR>105F) CODE / LOCAL JURISDICTION. SEE (NON -LAB) LOW PRESSURE NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK ENGINEER TO CONSIDER LINING WHEN VELOCITY IS 1,400 MECHANICAL SEISMIC SHEET WHEN IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO RECTANGULAR MAY BE S+DRIVE CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN WHEN NOT IN A CONDITIONED SPACE: R-6 WITH FPM OR GREATER APPLICABLE. IP =1.5 TERMINALS TO DIFFUSERS MAXIMIZE PRODUCTION EFFICIENCY 24" APPROVED VAPOR BARRIER (LAB PRESSURIZATION) ROUND MAY BE SNAPLOCK. NO LINING ON TERMINALS SERVING LAB SPACES NO PRESSURE TEST REQUIRED PER WSEC 403.2.8 SPIN -IN / ATTO BRANCHES OK - WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH APPROVED VAPORNVEATHER BARRIER IN CONCRETE OR GROUND: R-3.3 (HEATING ONLY) HVAC RETURN SMACNA -1/2" OR -V PRESSURE GALVANIZED DUCT; GAUGE AND REINFORCEMENT SHALL BE ELBOWS: CENTERLINE RADIUS OF 1.5 DIA OR 3-FOOT MAX. LENGTH WITH NO SMACNA SEAL CLASS LEVEL C FOLLOW INTERMEDIATE "LEVEL B" SMACNA WITHIN CONDITIONED SPACE: R-3.3 1" LINING ONLY WHERE INDICATED ON PLANS SEISMIC SUPPORT PER APPLICABLE IP =1.0 NOTES 1, 2, 3, 4, 5 SMACNA OR BETTER MITERED 908 WITH VANES OR PURCHASED OFFSETS; USE JPL OR EQUAL; OKAY ENERGY CODE R4.4 per inch CODE I LOCAL JURISDICTION. SEE (NON -LAB) LOW PRESSURE NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK ADJUSTABLE ELBOWS IN ACCORDANCE WITH APPEARS TO NOT HAVE A WHEN NOT IN A CONDITIONED SPACE: R-6 WITH MECHANICAL SEISMIC SHEET WHEN IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO RECTANGULAR TO HAVE S&D CONNECTIONS, ROUND MAY BE SMACNA+1" FLEX AT EQUIP CONNECTIONS TO REQUIREMENT FOR NEG. APPROVED VAPOR BARRIER. APPLICABLE. IP =1.6 MAXIMIZE PRODUCTION EFFICIENCY SPIRAL COMPLY WITH SMACNA APPLICABLE PRESS. (LAB PRESSURIZATION) CL RADIUS OF t.0 DIA ON DUCTS LARGER THAN PRESSURE CLASS WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH NO PRESSURE TEST REQUIRED PER WSEC C403.2.8 SNAP LOCK PIPE STANDARD 24" DIA APPROVED VAPOR/WEATHER BARRIER TAPS: CONICAL OR BOOT -STYLE SPIN -IN I ATTO BRANCHES OK HVAC EXHAUST SMACNA-1/2" OR -1" PRESSURE GALVANIZED DUCT; SEE SUBMITTAL FOR GAUGE AND ELBOWS: PURCHASED ADJUSTABLE ELBOWS IN 12-FOOT MAX. LENGTH WITH SMACNA SEAL CLASS LEVEL C FOLLOW INTERMEDIATE "LEVEL B" SMACNA WITHIN CONDITIONED SPACE: R-3.3 1" LINING ONLY WHERE INDICATED ON PLANS SEISMIC SUPPORT PER APPLICABLE IP =1.0 NOTES 1, 2, 3, 4, 5 REINFORCEMENT. ACCORDANCE WITH SMACNA-1" STANDARDS NO OFFSETS; USE JPL OR EQUAL; OKAY ENERGY CODE R4.4 per inch CODE i LOCAL JURISDICTION. SEE (NON -LAB) LOW PRESSURE NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK APPEARS TO NOT HAVE A WHEN NOT IN A CONDITIONED SPACE: R-6 WITH MECHANICAL SEISMIC SHEET WHEN IN ACCORDANCE WITH +1"SMACNA GUIDELINES TO RECTANGULAR MAY BE S+D, ROUND MAY BE SNAPLOCK. CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN FLEX AT EQUIP CONNECTIONS REQUIREMENT FOR NEG. APPROVED VAPOR BARRIER APPLICABLE. IP =1.5 MAXIMIZE PRODUCTION EFFICIENCY 24" TO COMPLY WITH SMACNA PRESS. (LAB PRESSURIZATION, CHEMICAL FLEX: 5' MAXIMUM LENGTH, THERAFLEX GKM, OR EQUAL APPLICABLE PRESSURE CLASS WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH STORAGE, BATTERY, & REFRIGERATION NO PRESSURE TEST REQUIRED PER WSEC C403.2.8 SPIN -IN I ATTO BRANCHES OK APPROVED VAPORIWEATHER BARRIER EXHAUST) FUME HOOD EXHAUST - SMACNA 4" PRESSURE STAINLESS STEEL TYPE 304,16 GA OR TYPE 31616 GA; ELBOWS: CENTERLINE RADIUS OF 1.5 DIA OR FLEX AT EQUIP CONNECTIONS SMACNA SEAL CLASS LEVEL C FOLLOW INTERMEDIATE "LEVEL B" SMACNA WITHIN CONDITIONED SPACE: R-3.3 N/A SEISMIC SUPPORT PER APPLICABLE IP =1.5 NOTES 1, 2, 3, 4, 5 STAINLESS JOGGLE -WELDED JOINTS; GAUGE AND REINFORCEMENT MITERED 90S WITH VANES TO COMPLY WITH SMACNA OKAY ENERGY CODE CODE / LOCAL JURISDICTION. SEE SHALL BE SMACNA OR BETTER APPLICABLE PRESSURE CLASS APPEARS TO NOT HAVE A WHEN NOT IN A CONDITIONED SPACE: R-6 WITH MECHANICAL SEISMIC SHEET WHEN LABORATORY APPLICATION CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN REQUIREMENT FOR NEG. APPROVED VAPOR BARRIER APPLICABLE. ROUND MAY BE SPIRAL 24" DIA PRESS. WHEN OUTSIDE: R-8 EXTERIOR INSULATION WITH REMOVABLE JOINTS MAY BE VANESTONE FLANGES WITH TAPS: CONICAL OR BOOT -STYLE APPROVED VAPOR/WEATHER BARRIER GASKET, ANGLE RINGS, AND BOLTS ENGR TO SPECIFY MATERIAL AND WELDING TYPE TYPE 304, 304L, 316, 316L; JOGGLE -WELDED OR BUTT - WELDED BACKDRAFT DAMPERS NIA N/A NIA N/A PER APPLICABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM NIA HORIZONTAL MOUNT, VERTICAL AIRFLOW - N/A NIA NOTES 1, 2,3 LOW PRESSURE GREENHECK BR-10 OR APPROVED VERTICAL MOUNT, HORIZONTAL AIRFLOW - GREENHECK BR-30 OR APPROVED FIRE DAMPERS (1-1/2 HR) N/A WA N/A NIA PER APPLICABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM NIA UL 555, NFPA 90A, PROVIDE DUCT ACCESS TO RESET N/A NIA NOTES 1, 2,3 DAMPER, GREENHECK FD-150 OR APPROVED VOLUME DAMPERS N/A SHOP FABRICATED PER SMACNA OR GREENHECK OR NIA N/A PER APPLICABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM N/A SHOP FABRICATED PER SMACNA OR GREENHECK OR N/A N/A NOTES 1, 2,3 APPROVED I APPROVED VOLUME DAMPERS (REMOTE) NIA GREENHECK 9V RBDR-50 OR APPROVED NIA NIA PER APPLICABLE DUCT SYSTEM I PER APPLICABLE DUCT SYSTEM WA SHOP FABRICATED PER SMACNA OR GREENHECK OR NIA N/A NOTES 1, 2, 3 APPROVED NOTES: t. ALL DUCTWORK TO BE FABRICATED IN ACCORDANCE WITH MCKINSTRY DUCT CONSTRUCTION STANDARDS / SUBMITTALS WHICH MEET OR EXCEED SMACNA GUIDELINES 2. ALL DIMENSIONS SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. 3. THE MECHANICAL ENGINEER RESERVES THE RIGHT TO AUTHORIZE DEVIATIONS TO THESE STANDARDS TO ACCOMMODATE UNIQUE SITUATIONS AS APPLICABLE 4. USE DOUBLE WIDTH VANES UNLESS OTHERWISE NOTED ON THE DRAWINGS 5, USE OF DUCTWORK FOR TEMPORARY HEATING I CONDITIONING DURING CONSTRUCTION NOT ALLOWED WITHOUT SPECIAL APPROVAL BY THE ENGINEER 6. REFERENCE DUCT CONSTRUCTION AND EXPOSED CLASSIFICATIONS MATRIX MCKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 EvArNMIRMIN oil �..,:,-a,4.snxN�r :+ „�.;�es�»xz ,�,�fw-�a�: �:�wx+err<.��•w. 12501 E MARGINAL WAY S TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION REGISTRATION: on, aoA�l f. N 995 �9 0,f- 14,U 10 SPECIFICATIONS RECEIVED CITY OF TUKWILA OCT 15 2019 PERMIT CENTER SHEET NUMBER: m — 0 0 0 HVAC PIPING SPECIFICATION ID CATEGORY SERVICE DESCRIPTION MAXIMUM PRESSURE & TEMP MANUFACTURER, PRODUCT OR EQUAL PRESSURE TEST PROCEDURE MEDIA TEST PRESSURE DURATION CODE HRS&R HEAT RECOVERY WATER HVAC HEAT RECOVERY WATER PIPE IDENTIFICATION MARKER WHITE LETTERING ON GREEN BACKGROUND -ANSI/ASME A 13.1- 2007 HANPLY (HANSEN SUPPLY), MARKING SERVICES INC. MS-970 (INDOOR); MS-995 (OUTDOOR) ; DURALABEL RATED OPERATING PRESS & TEMP UP TO 200 PSIG; 40 F TO 55 F PRESSURES NOTED FOR ATER/OIIJGAS (WOG) DESIGN OPERATING PRESS & TEMP SET PRV TO X PSI BACKFLOW PREVENTION DEVICE - DOUBLE CHECK -VALVE - CONFIRM ACCEPTABLE BY LOCAL JURISDICTION 175 PSI,140F SEE PLUMBING SCHEDULE RELIEF VALVES - EXPANSION TANK RELIEF VALVES AT CHILLED WATER EXPANSION TANK FURNISHED BY TANK MFR SIZES THRU 2" SEE SUBMITTAL PIPE MATERIAL COPPER TUBE TYPE LASTM B88 JOINTS PRESS -FIT MECHANICAL COMPRESSION, THREADED AT SPECIALTIES AS APPLICABLE JOINTS SWE, THREADED ATSPECIALTIES ASAPPLICABLE - FITTINGS PRESS -FIT MECHANICAL COMPRESSION VIEGA PROPRESS; EPDM SEAL (BLACK) TYCO-GRINNELL G-PRESS EPDM SEAL (BLACK); GRUVLOK FITTINGS WROT COPPERIBRONZE SWT JOINT APOLLO PRESS, EPDM SEAL (BLACK) 1.5 TIMES MAX COUPLINGS PRESS -FIT MECHANICAL COMPRESSION VIEGA PROPRESS; EPDM SEAL (BLACK) TYCO-GRINNELL G-PRESS EPDM SEAL (BLACK); GRUVLOK OPERATING FLANGES SWT OR THREADED; (WROT OR CAST COPPER) CLASS 150 APOLLO PRESS, EPDM SEAL (BLACK) WATER PRESSURE, BUT 15 MINUTES FLANGED GASKETS - FLAT FACED NON ASBESTOS - (NON POTABLE APPLICATION) GARLOCK GRAPH -BLUE GUARD 3000 NOT LESS THAN FLANGED GASKETS - RAISED & FLAT FACED SPIRAL WOUND GASKET TO 120OF GARLOCK STYLE RWI 100 PSI FLANGED BOLTS (PLATED) CARBON STEEL BOLTS AND STUDS - GRADE A - FOR FLANGED JOINTS IN PIPING SYSTEMS; NUTS: A536A HEX; WASHERS: F884 STANDARD FLAT _ VALVES - ISOLATION 2-PC BALL -CAST BRONZE BODY - FPT- 600 PSI WOG 600 PSI @ 250 F MILWAUKEE BA400, APOLLO SERIES 77CA-100 VALVES - ISOLATION 2-PC BALL -CAST BRONZE BODY - SWT - 600 PSI WOG 600 PSI @ 250 F MILWAUKEE BA-450, APOLLO SERIES 77CA-200 VALVES - CHECK HORIZONTAL SWING, BRONZE BODY - THREADED -CLASS 150 300PSI MILWAUKEE-510 / 1510-T, APOLLO 164T VALVES - CHECK GLOBE SILENT CHECK - BRONZE BODY - THREADED - CLASS 250 MILWAUKEE-548B '.. VALVES - DRAINING 3/4" 2-PC BALL - HOSE END WITH CAP & CHAIN - T HANDLE - 600 PSI WOG/CWP - SWT 600 PSI @ 250 F MILWAUKEE BA-1001-1/15OH ; APOLLO 70-200-HC WYE STRAINERS CAST BRONZE BODY - 20 MESH SS SCREEN - CLASS 125 - FPT 200 PSI @ 150F WOG KECKLEY F-150 WYE STRAINERS CAST BRONZE BODY - 20 MESH SS SCREEN - CLASS 125 - SWT 200 PSI @ 150F WOG KECKLEY-150 VALVES - MANUAL BALANCE 2" & BELOW MANUAL BALANCE ZONE VALVE WITH TEST PORTS GRISWOLD QUICK -SET; T/A -VICTAULIC TA SERIES 786/787 (STAD) TYCO-GRINNELL CB800 SERIES GRISWOLD ISOLATOR; T/A-EVICTUALIG SERIES 76; BELL & GOSSETT CIRCUIT SENTRY [ALT WITH FLO-SETTER] VALVES -AUTO BALANCE - PRESSURE INDEPENDENT PRESSURE INDEPENDENT AUTO -FLOW CONTROL VALVES - BALANCE - DIFFERENTIAL PRESSURE CONTROLLERS (PART A) PRESSURE INDEPENDENT DIFFERENTIAL PRESSURE CONTROLLER FOR HYDRONIC ZONES - STAP - TOUR ANDERSON -VICTAULIC - SERIES 793 (THREADED, 794 (FLANGED) '.... VALVES - BALANCE - DIFFERENTIAL PRESSURE CONTROLLERS (PART B) CIRCUIT BALANCING VALVE WITH TEST PORTS AND CAPILARY TUBE - STAD TOUR ANDERSON - VICTAULIC SERIES 787 (THREADED), 788 (FLANGED) VALVES - BALANCE - DIFFERENTIAL PRESSURE CONTROLLERS (PART C) BYPASS RELIEF VALVE TO MAINTAIN MINIUM FLOW THROUGH STAP TOUR ANDERSON - BPV; TACO 3196-1 (3/4") ''.... RL / RS REFRIGERANT LIQUID / REFRIGERANT SUCTION REFRIGERANT PIPING FOR HEATING AND COOLING PIPE IDENTIFICATION MARKER BLACK LETTERING ON ORANGE BACKGROUND-ANSIIASME A 13.1- 2007 HANPLY (HANSEN SUPPLY), MARKING SERVICES INC. MS-970 (INDOOR); MS-995 (OUTDOOR) ; DURALABEL RATED OPERATING PRESS & TEMP PER ASTM B31.5 REFRIGERATION PIPING AND HEAT TRANSFER COMPONENTS SIZES THRU 3" ''.. PIPE MATERIAL COPPER TUBE ACR/MEDTYPE LASTM B280- SEALED AND CAPPED ATENDS JOINTS SILVER BRAZED AND NITROGEN PURGE PER ASTM B828, FITTINGS WROT COPPERIBRONZE SW7 JOINT PER ASTM 1316.22; INERT GAS - NITROGEN OR 1.5 TIMES PRESSURE 2012 IMC, SPECIALTIES MISC. PROJECT SPECIFIC REQUIREMENTS- SEE SPECIFICATION 232300" REFRIGERANT PIPING" CARBON RELIEF VALVE 1HOUR SECTION1108'. DIOXIDE SETTING SIZES THRU 1 1/8" PIPE MATERIAL PRE -INSULATED COPPER TUBING ON ROLLS, ASTM-8280 - SEALED AND CAPPED AT ENDS PDM - GELCOPPER PRE -INSULATED COPPER ROLL (1/4"-1-118") INSULATION POLYETHYLENE CLOSED CELL FOAM - ASTM C 1427 COMPLIANT - UL94 & UL 723 (FLAME SPREAD<25 & SMOKE DEVELOPMENT <50) JOINTS SILVER BRAZED AND NITROGEN PURGE PER ASTM B828, - FITTINGS WROT COPPERIBRONZE SWT JOINT PER ASTM B16.22; SPECIALTIES MISC. PROJECT SPECIFIC REQUIREMENTS - SEE SPECIFICATION 232300" REFRIGERANT PIPING" ALL SPECIALTIES PIPING SPECIALTIES - APPLICABLE SPECIALTIES IDENTIFIED IN EACH ID CATEGORY MANUAL AIR VENT HIGH CAPACITY AIR VENT 150 PSI @ 25OF AUTO AIR VENT (WITH VACUUM BREAKER) HIGH CAPACITY AIR VENT 150 PSI @ 25OF SPIROTHERM SPIROTOP B&G MODEL IOTA AIR & DIRT SEPARATOR CENTRIFUGAL AIR & DIRT SEPARATOR WITH DRAIN AND AIR VENT CONNECTION AND STRAINER 125 PSI SPIROTHERM SPIROVENT HOSE KITS WITH CONTROL VALVES PREFABRICATED HOSE KITS WITH BALANCING VALVES, EPDM W/ SS BRAID FLEX HOSES, PRESS & TEMP PORTS. GRISWOLD, TIA - VICTAULIC, HCI (SEE HOSE KIT SCHEDULE ON DRAWINGS) HOSE KITS WITHOUT CONTROL VALVES PREFABRICATED HOSE KITS WITH OR WITHOUT BALANCING VALVES, EPDM W/ SS BRAID FLEX HOSES, PRESS & TEMP PORTS, GREW —OLD, T/A - VICTAULIC, HCI (SEE HOSE KIT SCHEDULE ON DRAWINGS) FLEX CONNECTIONS - COMPRESSED AIR 316 SS BRAIDED RUBBER EFP SERIES FLEX CONNECTIONS - PUMPS (COLD WATER), AHU'S (COLD WATER) SPOOLED RUBBER FLEXIBLE JOINT - SINGLE SPHERE ENGINEERED FLEXIBLE PRODUCTS SERIES 301; MASON SAFELEX SFU OR SFEJ (DOMESTIC WATER APPLICATIONS SHALL BE NSF-372) FLEX CONNECTIONS - PUMPS (COLD WATER), AHU'S (COLD WATER) SPOOLED RUBBER FLEXIBLE JOINT - DOUBLE SPHERE (ACOUSTIC APPLICATIONS AS DIRECTED BY ACOUSTIC ENGINEER) ENGINEERED FLEXIBLE PRODUCTS SERIES 302; MASON SAFELEX SFDEJ (DOMESTIC WATER APPLICATIONS SHALL BE NSF-372) FLEX CONNECTIONS - PUMPS - COILS ( HOT WATER) METAL CORRUGATED FLEX CONNECTION ENGINEERED FLEXIBLE PRODUCTS SERIES PCS. (DOMESTIC WATER APPLICATIONS SHALL BE NSF-372) FLEX CONNECTIONS -TU'S -COILS - AHU'S (COLD WATER) EPDM HOSE WITH SS BRAID, MNPT X MNPT BRASS SWIVEL END CONNECTION AT EQPT (2" & BELOW). MNPT X MNPT 21/2" & ABOVE GRISWOLD, TIA - VICTAULIC FLEX CONNECTIONS - FUEL OIL NFPA 30 / UL-536 FUEL RATED 321 SS INNER CORE WITH METAL BRAIDED FLEX COVERING. FLEX-ING FLEX-ING (SEE FUEL OIL SCHEDULE) GLYCOL PROPYLENE GLYCOL BASED HEAT TRANSFER FLUID WITH INHIBITORS DOWFROST, PROTHERM 720 MAKE-UP WATER VALVE MAKE-UP WATER VALVE SEE PRESSURE REGULATING VALVE SCHEDULE MAKE-UP WATER METER MAKE-UP WATER METER WITH DIGITAL OUTPUT BADGER RECORDALL DISC SERIES METER FETE'S PLUG BRASS WITH NEOPRENE VALVE CORES PETERSON EQUIPMENT CO PETE'S PLUG 11 PRESSURE GAUGES SYSTEM PRESSURES STD 0-150 PSI TRERICE 600 CB, 4.5" PRESSURE GAUGES - CDS/R SYSTEM PRESSURES STD -15 in Hg•150 PSI TRERICE 700 B, 4.5° PRESSURE GAUGE ACCESSORIES BALL VALVES TRERICE 866 PRESSURE GAUGE ACCESSORIES GAUGE COCKS TRERICE 865 PRESSURE GAUGE ACCESSORIES POINTER JACK TRERICE D329 PRESSURE GAUGE ACCESSORIES TEST KITS TRERICE 375X OR 3748 WA N/A NIA N/A PRESSURE REDUCING VALVE SIZES THRU 2" BALANCED PISTON WITH BY-PASS CHECK VALVE AND STRAINER WILKINS 600XL, APOLLO 36ELF-B PRESSURE REDUCING VALVE SIZES 2-1/2" TO 3" BALANCED PISTON WILKINS 500FC, APOLLO 36HLF-70 PRESSURE RELIEF VALVE - HOT WATER BOILERS & STORAGE TANKS BRONZE BODY WILKINS P3000BR; WATTS 174A - ASME HV THERMOWELL FOR TRERICE THERMOMETERS, 314" EXTERNAL THREAD (EXTENDED AS REQUIRED FOR INSULATION >2") TRERICE THERMOWELL THERMOMETERS - CHILLED WATER, CONDENSER WATER, INDUSTRIAL WATER 9" ADJUSTABLE ANGLE - ORGANIC BLUE SPIRIT -ALUM STEM - SYSTEM TEMPERATURE STD 0-160 F 16OF TRERICE BX-9-14-02 WITH THERMO WELL. BX PLUS FOR INTEGRATED RTD MECHANICAL PIPE INSULATION SCHEDULE - WASHINGTON ENERGY CODE: 2015 INTERNATIONAL ENERGY CODE WITH WASHINGTON AMENDMENTS TABLE C403.2 PIPING TEMP RANGE THERMAL MEAN RATING INSULATION SYSTEM (Deg F) COND. TEMPERATURE MATERIAL NOTES <1" V TO 0b1/2" - 1 1/7 T04" 4" - 8" OVER 8" CHILLED WATER I CONDENSER WATER 40-60 0,21-0.27 75 MPI 0.5 0.5 1.0 1.0 1.0 1, 3, 4, 5,10,11 REFRIGERANT SUCTION & HOT -GAS <40 0.20 -0.26 75 E 0.5 1.0 1.0 1.D 1.0 1, 3, 4,10,12 KEY NOTES: 1. FOR PIPING CLAMPED TO UNISTRUT SUPPORTS, UTILIZE RIGID INSERTS WITH SHEETMETAL SHIELDS CONTINUOUS THROUGH THE HANGER; UTILIZE CALCIUM SILICATE INSERTS OR STYRENE INSERTS 2. FOR PIPING SUPPORTED FROM CLEVIS HANGERS, IF RIGID INSERTS ARE NOT UTILIZED THE INSULATION SHALL FULLY ENCLOSE THE HANGER AND BE SEALED AT THE TOP AROUND THE SUPPORT ROD; IF RIGID INSERTS ARE UTILIZED THE INSULATION SHALL BE CONTINUOUS THROUGH THE HANGER; INSERT MATERIAL TO BE CALCIUM SILICATE INSERTS OR STYRENE INSERTS 3, UTILIZE RIGID INSERTS AND SHEETMETAL SHIELDS; INSULATION TO BE CONTINUOUS THROUGH THE HANGER; UTILIZE CALCIUM SILICATE INSERTS OR STYRENE INSERTS 4. JACKETING: ALUMINUM ROLLED JACKETING (ARJ) APPLIED TO EXTERIOR PIPING INSULATION EXPOSED TO WEATHER (I.E. ROOFTOP PIPING). SEE INSULATION SPEC FOR ALTERNATE JACKETING AND LOCATIONS. 5. FOR PIPING SMALLER THAN 11/2 INCH AND LOCATED IN PARTITIONS WITHIN A CONDITIONED SPACE, MAY REDUCE THICKNESSES BY 1 INCH BUT TOTAL THICKNESS TO NOT BELOW V AS ALLOWED BY ENERGY CODE. 6, INSULATION GENERATOR EXHAUST IS FOR PERSONNEL PROTECTION @ 150 DEG F SURFACE TEMPERATURE. 7. DIRECT BURIED PIPING THAT CONVEYS FLUID AT OR BELOW 60 DEG F IS EXEMPT FROM INSULATION PER WSEC. 8. DIRECT BURIED HEATING AND HOT WATER SYSTEM PIPING MAY REDUCE THICKNESS BY 1.5" BUT NOT TO A THICKNESS LESS THAN V, 9. FUEL OIL LINE PIPE PROTECTION ONLY FOR PIPING FROM THE DAY TANK TO THE GENERATOR IF THEY ROUTE OUTSIDE OF THE GENERATOR OR FUEL TANK ROOM AS MANDATED BY THE UBC 403.4.8.x 10. ASTM E 84 OR UL 723 TESTED TO FLAME SPREAD INDEX OF 25 AND SMOKE DEVELOPED INDEX OF NOT EXCEEDING 450 11. CHILLED WATER CONTROL VALVE HOSE -KITS SHALL BE FULLY INSULATED WITH VAPOR -BARRIER, ELASTOMERIC CLOSED CELL INSULATION, AND JACKET. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION nECEIVED CITY OF TUKWILA OCT 15 2019 McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PROJECT: CELLNETIX 6 10011114010 11jiW 12501 E MARGINAL WAYS TUKWILA, WA 98168 CONSULTANTS: REGISTRATION: ISSUES: DESIGNED: AA/TW DRAWN: AA/TW CHECKED: DM JOB NO: 118108 ISSUED ON: 10/02/2019 SHEET TITLE: PERMIT CENTER SHEET NUMBER: CONTROLS ABBREVIATIONS E/D ENABLE/DISABLE FCV FLOW CONTROL VALVE O/C OPEN/CLOSE 010 ON / OFF S1S START i STOP TCP TEMPERATURE CONTROL PANEL TCV TEMPERATURE CONTROL VALVE MOD MOTOR OPERATED DAMPER SYMBOLS BOX# O THERMOSTAT OBOX# izov 120 V THERMOSTAT FIT FLOW INDICATING TRANSMITTER FS FLOW SWITCH FT FLOW TRANSMITTER S CURRENT SWITCH T CURRENT TRANSMITTER CO CARBON MONOXIDE SENSOR CO2 CARBON DIOXIDE SENSOR PDT PRESSURE DIFFERENTIAL TRANSMITTER DS DUCT SMOKE DETECTOR EPO EMERGENCY POWER OFF NO2 NITROGEN DIOXIDE SENSOR CH4 METHANE SENSOR OS OCCUPANCY SENSOR PT PRESSURE TRANSMITTER PS PRESSURE SWITCH TE TEMERATURE ELEMENT TS TEMPERATURE SWITCH >x AIT ANALYSIS INDICATING TRANSMITTER RH RELATIVE HUMIDTY SENSOR YS MOISTURE DETECTOR ZS POSITION SWITCH AI ANALOGINPUT AO ANALOG OUTPUT DI DIGITAL INPUT DO DIGITAL OUTPUT COM COMMUNICATION WIRING `SEE PIPING AND DUCT SYMBOL LEGENDS FOR ADDITIONAL SYMBOL TYPES. SETPOINTS NOTE TO ENGINEER- THE ABBREVIATIONS AND SYMBOLS LIST IS BASED ON THE ANSIASA INDUSTRIAL CONTROLS STANDARD. THESE SYMBOLS AND ABBREVIATIONS SHOULD BE USED WHEN GENERATING THE CONTROLS DIAGRAMS, SEQUENCE OF OPERATIONS, AND OTHER CONTROLS SCOPE. ALSO INDICATED ARE DEFINITIONS FOR THE ABBREVIATIONS AND SYMBOLS. THESE DEFINITIONS ARE INTENDED AS A DESIGN AID, NOT TO INCLUDE IN THE DRAWING SET. DEFINITIONS ANALOG - A MODULATING CONTROL SIGNAL. (IE: 0-10 VOLTS, 4-20 MILLIAMPS) BUILDING AUTOMATION SYSTEM -A CONTROL SYSTEM CONSISTING OF HARDWARE AND SOFTWARE TO CONTROL BUILDING HVAC SYSTEMS DIGITAL - A BINARY CONTROL SIGNAL ENABLE/DISABLE - A BINARY SIGNAL TO GIVE PERMISSION FOR A SYSTEM TO OPERATE (IE BOILER ENABLE/DISABLE). FLOW CONTROL VALVE - A HYDRONIC VALVE THAT MODULATES FLOW BASED ON A CONTROL SIGNAL OPEN/CLOSE - A TWO POSITION DEVICE THAT IS EITHER 100% OPEN OR 100% CLOSED (IE TWO POSITION DAMPER) ONIOFF - A BINARY SIGNAL THAT ACTIVATES OR DEACTIVATES A DEVICE. START/STOP -A BINARY SIGNAL THAT STARTS OR STOPS A PIECE OF EQUIPMENT. (IE EXHAUST FAN) TEMPERATURE CONTROL PANEL- A PANEL THAT CONTAINS CONTROLLERS TO CONTROL HVAC SYSTEMS. TEMPERATURE CONTROL VALVE - A HYDRONIC VALVE THAT MODULATES TO CONTROL TO A DESIRED TEMPERATURE SETPOINT MOTOR OPERATED DAMPER- AN AIR DAMPER THAT MODULATES BASED ON A CONTROL SIGNAL. THERMOSTAT - A BAS SPACE MOUNTED TEMPERATURE SENSING DEVICE, DEVICE COULD INCLUDE DISPLAY, OCCUPANCY OVERRIDE, OR MANUAL TEMPERATURE ADJUSTMENT OPTIONS. 120V THERMOSTAT - A LINE VOLTAGE THERMOSTAT THAT CONTROLS ASSOCIATED HVAC EQUIPMENT, TYPICALLY LINE VOLTAGE THERMOSTAT IS HARDWIRED DIRECTLY TO THE HVAC EQUIPMENT, NOT THROUGH THE BAS. FLOW TRANSMITTER - A MEASURING DEVICE SUCH AS AN AIRFLOW MEASURING STATION OR HYDRONIC FLOW METER. THE DEVICE TRANSMITS AN ANALOG SIGNAL TO THE BAS FLOW INDICATING TRANSMITTER- SAME AS A FLOW TRANSMITTER BUT THERE IS ALSO AN INDICATING DISPLAY AT THE DEVICE. FLOW SWITCH -A DEVICE THAT INDICATES FLOW AS A BINARY SIGNAL. TYPICALLY USED AS A FLOW PROOF. CURRENT SWITCH - A DEVICE THAT GENERATES A BINARY SIGNAL WHEN CURRENT IS SENSED. TYPICALLY USED FOR EQUIPMENT STATUS. CARBON DIOXIDE SENSOR - A SENSOR THAT MEASURES CARBON DIOXIDE PARTS PER MILLION LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS. DIFFERENTIAL PRESSURE TRANSMITTER - A DEVICE THAT MEASURES THE DIFFERENCE IN PRESSURE BETWEEN TWO SENSING POINTS AND SENDS AN ANALOG SIGNAL TO THE BAS, DUCT SMOKE DETECTOR -A DEVICE WHICH DETECTS SMOKE IN A DUCT. TYPICALLY THE DEVICE IS 120V HARDWIRED SO ACTIVATION OF THE SMOKE DETECTOR WILL AUTOMATICALLY SHUT OFF POWER TO THE ASSOCIATED HVAC SYSTEM. EMERGENCY POWER OFF - A DEVICE THAT WILL SHUT OFF POWER TO ASSOCIATED SYSTEM. TYPICALLY 120V HARDWIRED AND USED FOR BOILER SYSTEMS HIGH PRESSURE SWITCH - A DEVICE THAT INDICATES PRESSURE AS A BINARY SIGNAL, TYPICALLY USED AS A 120V HARDWIRED SAFETY THAT WILL SHUT OFF POWER TO THE FAN IF THE PRESSURE IN THE SYSTEM IS TOO POSITIVE OR TOO NEGATIVE. RELATIVE HUMIDITY SENSOR- A SENSOR THAT MEASURES RELATIVE HUMIDITY LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS. TEMPERATURE ELEMENT - A SENSOR THAT MEASURE TEMPERATURE AND TRANSMITS A SIGNAL TO THE BAS. THE USE OF "TEMPERATURE ELEMENT' IS APPROPRIATE BECAUSE THE TRANSMITTED VALUE TO THE CONTROLLER IS DONE VIA A RESISTIVE SIGNAL, NOT A 4-20 MA OR 0-10VDC. TEMPERATURE SWITCH - A DEVICE THAT INDICATES TEMPERATURE AS A BINARY SIGNAL, TYPICALLY USED AS A 120V HARDWIRED SAFETY THAT WILL SHUT OFF POWER TO THE FAN IF THE TEMPERATURE IN THE SYSTEM IS TOO LOW. (IE: FREEZESTAT) CARBON MONOXIDE SENSOR- A SENSOR THAT MEASURES CARBON MONOXIDE PARTS PER MILLION LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS. NITROGEN DIOXIDE SENSOR- A SENSOR THAT MEASURES NITROGEN DIOXIDE PARTS PER MILLION LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS METHANE SENSOR - A SENSOR THAT MEASURES METHANE PARTS PER MILLION LEVELS AND TRANSMITS AN ANALOG SIGNAL TO THE BAS. MOISTURE DETECTOR- A DEVICE THAT SENSES MOISTURE AND TRANSMITS A BINARY SIGNAL TO THE BAS. IE: CONDENSATE DRIP PAN MOISTURE DETECTOR. POSITION SWITCH - A DEVICE THAT SENSES POSITION AND TRANSMITS A BINARY SIGNAL TO THE BAS. IE: DAMPER END SWITCH. ANALYSIS INDICATING TRANSMITTER -A GENERIC FORM FOR A TRANSMITTER WITH A LOCAL DISPLAY USED TO MEASURE A GAS OR FLUID NOT MENTIONED ABOVE, ANALOG INPUT -A MODULATING SIGNAL THAT COMES FROM THE FIELD DEVICE TO THE BAS SYSTEM. IE: THERMOSTAT. ANALOG OUTPUT -A MODULATING SIGNAL SENT OUT FROM THE BAS TO THE FIELD DEVICE, IE: FLOW CONTROL VALVE. DIGITAL INPUT -A BINARY SIGNAL THAT COMES FROM THE FIELD DEVICE TO THE BAS SYSTEM, IE: FLOW SWITCH; DIGITAL OUTPUT - A BINARY SIGNAL SENT OUT FROM THE BAS TO THE FIELD DEVICE, IE: FAN START/STOP COMMUNICATION WIRING - WIRING BETWEEN CONTROLLERS IN A BAS SYSTEM. ALLOWS NUMEROUS POINTS OF INFORMATION TO COMMUNICATE THROUGH THE NETWORK CABLE, BAS NETWORK SPEED AND TRAFFIC CAN EFFECT CONTROLLABILITY, BACNET MS/TP IS THE MOST COMMON COMMUNICATION WIRING, REQUIRING 22 GAUGE TWISTED PAIR WIRING BETWEEN THE CONTROLLERS. BACNET IF IS AN INTERNET BASED COMMUNICATION PROTOCOL THAT PLUGS INTO A NETWORK JACK THROUGH A CAT 5e CABLE. ITEM SETPOINT1 SETPOINT2 DEADBAND AHU SUPPLY AIR TEMP 55° F 65° F RESET OCCUPIED TU ZONE AVERAGE STPT 75° F FUTURE 2° F SETBACK TU ZONE AVERAGE STPT FUTURE FUTURE FUTURE FILTER PRESSURE DIFF (IN. W.G.) 0.5 1 SUPPLY AIR DUCT PRESSURE 2" W.G. 1" W.G. GENERAL 1 THE BUILDING AUTOMATION SYSTEM (BAS) SHALL INTERFACE WITH THE AIR HANDLER UNIT. 2 PROVIDE ALL CONTROL DEVICES, WIRING, CONDUIT, PROGRAMMING, AND ACCESSORIES FOR A COMPLETE SYSTEM. 3 PROVIDE FULLY FUNCTIONAL AND OPTIMIZED SYSTEM.THE CONTROLS CONTRACTOR IS RESPONSIBLE FOR THE SYSTEM OPERATION AND FUNCTION, 4 THE PRIMARY HVAC SYSTEM FOR THE LABS IS A 100% OUTDOORAIR HANDLER UNIT (AHU-1) WITH A PREFILTER. SUPPLY AIR COOLING IS PROVIDED BY DX COOLING COILS. HEATING IS PROVIDED BY A HEAT RECOVERY COIL (HRC-1) AND AN ELECTRIC HEATING COIL. ZONE CONTROL IS PROVIDED BY SINGLE DUCT TERMINAL UNITS (TU) WITH ELECTRIC REHEAT, 6 SETPOINTS AND SCHEDULES SHALL BE THROUGH THE BAS INTERFACE AND SHALL BE GRAPHICALLY ADJUSTABLE VIA THE OPERATOR WORKSTATION. 6 COMMISSIONING SUPPORT: 6.1 PROVIDE CONTROLS DOCUMENTATION, COMPLETE WITH SYSTEM COMPONENTS. 6.2 PROVIDE POINT TO POINT TESTING AND VERIFICATION OF THE SEQUENCE OF OPERATION BEFORE FUNCTIONAL PERFORMANCE TESTING WITH THE COMMISSIONING AGENT. 6.3 PROVIDE FUNCTIONAL PERFORMANCE TESTING AND SUPPORT AS DIRECTED BY THE COMMISSIONING AGENT. 7 REPORTLOGS 7.1 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE BAS SHALL GENERATE AN INPUT VALUE REPORT OF ALL ADJUSTABLE SETPOINTS AND PROGRAMMING INPUTS. REPORT SHALL CLEARLY IDENTIFY ANY POINTS THAT ARE IN OPERATOR OVERRIDE. 7.2 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE CONTROL SYSTEM SHALL GENERATE AN INPUT VALUE REPORT OF ALL ADJUSTABLE SETPOINTS AND PROGRAMMING INPUTS ASSOCIATED WITH THE SYSTEM. 7.3 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE BAS SHALL GENERATE AN OUTPUT VALUE REPORT OF ALL SENSED AND PROGRAMMED OUTPUT VALUES ASSOCIATED WITH THE H SYSTEM 7.4 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE CONTROL SYSTEM SHALL GENERATE AN OUTPUT VALUE REPORT OF ALL SENSED AND PROGRAMMED OUTPUT VALUES ASSOCIATED WITH THE SYSTEM. 7.5 GENERATION OF ANY REPORT LOG SHALL BE TIME STAMPED WITH USER ID, TIME OF DAY, AND DATE. 8 SUPPLY AIR TEMPERATURE SETPOINT- OPTIMIZED: THE CONTROLLER SHALL MONITOR THE SUPPLY AIR TEMPERATURE AND SHALL MAINTAIN A SUPPLY AIR TEMPERATURE SETPOINT RESET BASED ON ZONE COOLING REQUIREMENTS. 7.1 THE SUPPLY AIR TEMPERATURE SETPOINT SHALL BE RESET FOR COOLING BASED ON ZONE COOLING REQUIREMENTS AS FOLLOWS: - INITIAL SUPPLY AIR TEMPERATURE SETPOINT 1 SHALL BE 55F AS COOLING DEMAND INCREASES, THE SETPOINT SHALL INCREMENTALLY RESET DOWN TO A MINIMUM OF 55F. AS COOLING DEMAND DECREASES, THE SETPOINT SHALL INCREMENTALLY RESET UP TO A MAXIMUM OF 65F. OPERATION ROOFTOP A/C UNIT (TYPICAL) SUPPLY FAN OPERATES CONTINUOUSLY DURING OCCUPIED PERIDD AND SUPPLY FAN SPEED IS RESET THROUGH VFD TO MAINTAIN SUPPLY AIR STATIC PRESSURE. SUPPLY AIR STATIC PRESSURE SET POINT WILL BE INITIALLY SET AT V, CONTROL RANGE WILL BE +05" TO +15", EXHAUST FAN OPERATES CONTINUOUSLY DURING OCCUPIED PERIOD ANDI EXHAUST FAN SPEED IS RESET THROUGH VFD TO MAINTAIN BUILDING STATIC PRESSURE. INITIAL S,P, SETTING WILL BE +0.05" WrG, DRY BULB ECONOMIZER CYCLE AND MECHANICAL COOLING WILL BE SEQUENCED TO MAINTAIN SUPPLY AIR TEMPERATURE SET POINT OF 55 DEGREES F. ECONOMIZER WILL BE FIRST STAGE OF COOLING WHENEVER OUTDOOR TEMPERATURES EXCEEDS RETURN AIR TEMPERATURE, OA DAMPER WILL BE AT MINIMUM POSITION AS DETERMINED BY IAQ SENSOR DURING OCCUPIED PERIDD WHENEVER ECONOMIZER CYCLE IS NOT UTILIZED FOR COOLING OR PARTIAL COOLING. DDC SYSTEM WILL HAVE THE CAPABILITY TO OVERRIDE ECONOMIZER OPERATION ANDOUTSIDEAIR DAMPER WILL, THROUGH OPERATOR MANIPULATION, POSITION, FROM FULLY OPEN TO FULLY CLOSED AS DESIRED,. NOTES: 1. EXISTING SEQUENCE OF OPERATIONS FOR REFERENCE ONLY. 2. REUSED AND RELOCATED BOXES TO MAINTAIN EXISTING SEQUENCE OF OPERATIONS. CLG COIL OPTIONS SEQUENCE OF OPERATION VAV BOX TERMINAL FAN OPERATES CONTINUOUSLY DURING OCCUPIED PERIOD AND INTERMITTENTLY DURING UNOCCUPIED PERIOD ON A CALL FOR HEAT ONLY; PRIMARY AIR VALVE MODULATES FULL OPEN FROM MINIMUM VENTILATION POSITION ON A CALL FOR COOLING (SEE VAV BOX SCHEDULE FOR VALUES) DURING OCCUPIED PERIOD AND REMAINS FULLY CLOSED DURING UNOCCUPIED PERIOD: ON A CALL FOR HEATING, THE PRIMARY AIR VALVE WILL MODULATE TO MINIMUM POSITION. ON FURTHERHEATING DEMAND, ELECTRIC TERMINAL HEAT IS STAGES ON TO MAINTAIN HEATING SET POINT, A PROGRAMMABLE OCCUPANCY OVERRIDE 'PUSH BUTTON" AT .EACH ZONE SENSOR WILL PLACE THE SYSTEM INTO OCCUPIED MODE FOR A DURATION AS PROGRAMMED INTO THE CONTROL SYSTEM, TOILET EXHAUST FAN TOILET EXHAUST FAN WILL OPERATE CONTINUOUSLY DURING OCCUPIED PERIOD AND REMAIN OF OTHERWISE (OCCUPANCY OVERRIDE AT ANY ZONE WILL 'PLACE THE TOILET EXHAUST FAN SYSTEM INTO OCCUPIED MODE). 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OCCUPANCY SCHEDULE IS 2417 2 BAS CONTROLS MONITOR AND CONTROL THE OPERATION OF THE AIR HANDLER UNIT AND TERMINAL UNITS. 3 DURING OCCUIPED MODE, WHEN ENABLED, OSA DAMPERS SHALL OPEN. FANS SHALL OPERATE IN TANDEM TO MEET THE DESIGN AIRFLOW SETPOINTS. SUPPLY FANS SHALL OPERATE CONTINUOUSLY, BAS CONTROLS SHALL OPERATE THE FANS TO MAINTAIN THE SUPPLY AIR DUCT PRESSURE SETPOINT LISTED IN THE TABLE. SENSOR TO BE LOCATED APPROXIMATELY 2/3 DOWN THE MEDIUM PRESSURE SUPPLY DUCT, 4 BAS CONTROLS SHALL OPERATE THE DX COMPRESSORS TO MAINTAIN THE SUPPLY AIR TEMP SETPOINT LISTED IN THE TABLE ABOVE. 5 (4) DIGITAL SCROLL COMPRESSORS WITH INDEPENDENT CIRCUITS SHALL MODULATE TO MAINTAIN THE COOLING SETPOINT. 6 HEATING IS PROVIDED BY A HEAT RECOVERY COIL AND AN ELECTRIC HEATING COIL, SUPPLY AIR HEATING SHALL BE STAGED WITH THE HEAT RECOVERY COIL AS THE 1ST STAGE AND ELECTRIC HEATING COIL AS THE SECOND STAGE OF HEATING, 7 AS THE FIRST STAGE OF HEATING,THE HEAT RECOVERY COIL 3-WAY VALVE WILL MODULATE TO MAINTAIN A DISCHARGE AIR TEMP. 8 AS THE SECOND STATE OF HEATING, THE ELECTRIC HEATING COIL SHALL ENABLE ITS (6) HEATING INDEPENDENT CIRCUITS AND SHALL MODULATE TO MAINTAIN THE HEATING SETPOINT. 9 TERMINAL UNITS (TU) WITH ELECTRIC REHEAT SHALL PROVIDE VARIABLE AIRFLOW TO EACH ZONE. AN ELECTRIC HEATING COIL WITH SCR CONTROLS SHALL MODULATE TO MAINTAIN OCCUPIED ZONE AVERAGE SETPOINT. 10 SUPPLY AIR TERMINAL DEVICES SHALL MODULATE TO MAINTAIN A MINIMUM AIR FLOW RATE OF 6 AIR CHANGES PER HOUR IN ALL THE LAB SPACES, 11 REHEAT COIL SCR SHALL MODULATE TO MAINTAIN SPACE TEMPERATURE SET POINT AT SPACE TEMPERATURE SENSOR. 12 UPON A LOSS OF COUMMUNICATIONS WITH THE BAS GLOBAL CONTROLLER, OPERATE IN LAST MODE, AND THE BAS SHALL GENERATE AN ALARM, 13 WHEN THE SUPPLY AIR SMOKE DETECTOR IS IN ALARM, THE SYSTEM SHALL TURN OFF. 14 NO UNOCCUPIED MODE. CONTROLS CONTRACTOR TO SETUP CONTROL SYSTEM TO OPERATE IN SETBACK MODE. ALARMING - PROVIDE AN ALARM AT THE OPERATOR WORKSTATION FOR THE FOLLOWING OCCURRENCES 1 LOSS OF COMMUNCIATION 2 UNIT IN HAND 2 VFD FAULT 3 FAN FAILURE 4 LOW STATIC PRESSURE 6 HIGH STATIC PRESSURE 7 COMPRESSOR FAILURE 8 LOW SUPPLY AIR TEMPERATURE 9 HIGH SUPPLY AIR TEMPERATURE 10 FILTER DIFFERENTIAL PRESSURE 11 GENERAL FIRE ALARM 13 SUPPLY AIR TEMPERATURE 14 ZONE TEMPERATURE OUT OF DESIGN 15 HIGH ZONE SUPPLY AIR TEMPERATURE ELEVATOR, MACHINE ROOM EXHAUST SYSTEM MACHINE ROOM EXHAUST FAN WILL OPERATE ON A CALL FOR COOLING THROUGH WALL MOUNTED LINE VOLTAGE THERMOSTAT (SINGLE STAGE), SYSTEM PARAMETERS S.&T, (RE SETTABLE) = 55-65` DEGREES F S,A, S,R; +,05 THROUGH +15 (TBD) OA MIN, POS: = 0-100% (DETERMINED THRU IAQ' SENSOR) BUILDING S,P, _ +,05 OCCUPIED = TBD BY OWNER/TENANT OVERRIDE TBD BY OWNER/TENANT TERMINAL UNIT PARAMETERS BIAS RANGE (PROG,) = PLUS OR MINUS 3 DEGREES F COOLING CENTER SETPOINT = 75 DEGREES F HEATING CENTER SETPOINT = E8 DEGREES F MIN. CFM = AS SCHEDULED MAX, CFM AS SCHEDULED OVERRIDE DURATION = TBD BY OWNER/TENANT I r--- I 1 i i i I I 1 I I I 1 1 1 1 I I I I SPACE 1 1 ---------- i wl i r ZI r- --- --- --i I �I 1 1 I 1 1 dl �I i O WI yl WI cK wl 21 xf OJi w � aI � c aI xi I �f pl ql �1 1 QI of f dl ai y-I U � I 2 O O ID W wm I Oi UI al a� �I QI �I KI o1 DID AO Al AI AO COM 3 TERMINAL UNIT SYSTEM DIAGRAM TU) M-005 SCALE: NTS SINGLE DUCT VAV TERMINAL UNIT (TU) SETPOINTS ITEM SETPOINT OCCUPIED HEATING SETPOINT 70F t 2F OCCUPIED COOLING SETPOINT 75F t 2F UNOCCUPIED HEATING SETPOINT 55F UNOCCUPIED COOLING SETPOINT 85F DISCHARGE AIR TEMPERATURE SETPOINT 85F 1.GENERAL 1.1. EACH VAV BOX SHALL BE CONTROLLED FROM A DEDICATED ROOM THERMOSTAT OR DUCT TEMPERATURE ELEMENT. 1.2.000UPIED, UNOCCUPIED, MORNING WARM UP AND COOL DOWN MODES SHALL BE DETERMINED BY ITS ASSOCIATED AHU/RTU. 1.3. ALL SETPOINTS SHALL BE ADJUSTABLE AT THE OPERATOR WORKSTATION 1.4. ALL VAV BOXES SERVING LAB SPACES SHALL RUN 24/7. 2. TEMPERATURE CONTROL 2.1. THE PRIMARY AIR DAMPER MODULATES TO MAINTAIN THE DESIRED PRIMARY AIRFLOW. 2.2. FOR VAV BOXES WITH HEAT, MODULATE SCR ELECTRIC HEAT TO MAINTAIN DISCHARGE TEMPERATURE SETPOINT, 2.3. RESET THE PRIMARY AIRFLOW SETPOINT TO BETWEEN THE MINIMUM AND MAXIMUM SCHEDULED VALUES TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. 2A4 IF THE DISCHARGE AIR TEMPERATURE SETPOINT REACHES THE COOLING SUPPLY SETPOINT AND THE SPACE IS STILL IN NEED OF COOLING RESET THE PRIMARY AIRFLOW TO MEET THE ROOM TEMPERATURE SETPOINT. 2.5. FOR VAV BOXES WITH HEAT IF THE DISCHARGE AIR TEMPERATURE SETPOINT REACHES THE HEATING SUPPLY SETPOINT AND THE SPACE IS STILL IN NEED OF HEATING RESET THE PRIMARY AIRFLOW TO MEET THE ROOM TEMPERATURE SETPOINT. 2.6, FOR SPACES SERVED BY MULTIPLE TERMINAL UNITS, CONTROLS SHALL PREVENT SIMULTANEOUS HEATING AND COOLING. 2.7. IN THE EVENT OF A POWER BUMP OR A LOSS OF PRIMARY AIRFLOW, ALL OF THE PRIMARY AIR DAMPERS SHALL GO TO A PRETERMINED VALUE OF 15/ TO PREVENT OVER PRESSURIZATION OF THE BUILDING. 3, OCCUPIED MODE 3.1. AIR SHALL FLOW CONTINUOUSLY. REFERENCE VAV BOX SCHEDULE FOR AIRFLOW MINIMUMS AND MAXIMUMS 3.2. SEE THE TEMPERATURE CONTROL SECTION ABOVE FOR VAV BOX OPERATION Of Your Building McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 12501 E MARGINAL WAYS TUKWILA, WA 98168 w a - REGISTRATION: 4. UNOCCUPIED MODE 4.1. VAV BOX IS CLOSED UNLESS THERE IS A CALL FOR TEMPERATURE CONTROL, REFERENCE VAV BOX SCHEDULE FOR AIRFLOW MAXIMUMS. MINIMUM AIRFLOW IS ZERO, 4.2. SEE THE TEMPERATURE CONTROL SECTION ABOVE FOR VAV BOX OPERATION 4.3. UPON AN OCCUPANT PRESSING AN OVERIDE BUTTON THE ENTIRE FLOOR SHALL CHANGE TO OCCUPIED MODE FOR 2 HOURS. THE AHU/RTU ASSOCIATED WITH THAT ZONE SHALL BE ENABLED, 4.4. SINGLE DUCT VAV (TU) SERVING LABORATORY SPACES SHALL RUN 2417 AND CONSTANT VOLUME mmmm ISSUES: 5. MORNING WARM UP MODE 5.1. MORNING WARM-UP START TIME SHALL BE CALCULATED BY THE BAS OPTIMAL START PROGRAM. 5.2. MORNING WARM-UP MODE ONLY APPLIES TO BOXES WITH HEAT. 5.3. VAV BOX IS CLOSED UNLESS THERE IS A CALL FOR TEMPERATURE CONTROL. REFERENCE VAV BOX SCHEDULE FOR AIRFLOW MAXIMUMS. MINIMUM AIRFLOW IS ZERO, 5.4. SEE THE TEMPERATURE CONTROL SECTION ABOVE FOR VAV BOX OPERATION 5.5. UPON INITIATION OF MORNING WARM-UP, EVERY VAV BOX THAT IS IN WARM-UP MODE SHALL BE ENABLED UNTIL THE SPACE OCCUPIED TEMPERATURE SETPOINT IS REACHED, WARM-UP MODE AT VAV BOX ENDS AT SCHEDULED OCCUPIED TIME OR WHEN SPACE TEMPERATURE IS SATISFIED, WHICHEVER COMES FIRST. 6. MORNING COOL DOWN MODE 6.1. MORNING COOL DOWN START TIME SHALL BE CALCULATED BY THE BAS OPTIMAL START PROGRAM. 6.2. VAV BOX IS CLOSED UNLESS THERE IS A CALL FOR TEMPERATURE CONTROL. REFERENCE VAV BOX SCHEDULE FOR AIRFLOW MAXIMUMS. MINIMUM AIRFLOW IS ZERO. 6.3. SEE THE TEMPERATURE CONTROL SECTION ABOVE FOR VAV BOX OPERATION 6.4. UPON INITIATION OF MORNING COOL DOWN, EVERY VAV BOX THAT IS IN COOL DOWN MODE SHALL BE ENABLED UNTIL THE SPACE OCCUPIED TEMPERATURE SETPOINT IS REACHED. COOL DOWN MODE AT VAV BOX ENDS AT SCHEDULED OCCUPIED TIME OR WHEN SPACE TEMPERATURE IS SATISFIED, WHICHEVER COMES FIRST. 6.5. HEAT IS DISABLED IN COOL DOWN MODE. 6.6. THE AHU/RTU ASSOCIATED WITH THAT ZONE SHALL BE ENABLED. 7. ALARMS Tt "LOW ZONE TEMPERATURE ALARM": GENERATE AN ALARM WHEN THE ROOM TEMPERATUREIS5 DEGREES BELOW SETPOINT FOR 15 MINUTES. 7.2. "NIGH ZONE TEMPERATURE ALARM": GENERATE AN ALARM WHEN THE ROOM TEMPERATURE IS 5 DEGREES ABOVE SETPOINT FOR 15 MINUTES, REVIEWED FOR F DE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION g L a6AJ� VP Or w.W 'T4 .039995 r M'sVhL 14, z01q DESIGNED: AA/TW DRAWN: AA/TW CHECKED: DM JOB NO: 118108 ISSUED ON: 10/02/2019 RECEIVED anttllvumntrc: CITY CE TliKWILA OCT 15 2019 m 0'%r is 5 — PERMIT CENTER r---------------------------- i I I I I I I I I i I I I I I HRR I 1 I H HRS � I I I RA DS LL TE PDT � TS C I VFD FT TE P I I I I I I IJ 1 _ - - - _ � 1-- - - - - - - L__, I I I 1 I I I I I I I I I I I I I i I 1 I I _ _ I _� I I I I I I I I I I I r______� I I I I Z I I I I I I I I I I I I I I I g O 4I I ml WI �I �I QI �i WI rl W 1 1= g l gi WI GI WI YI �I �I �i WI HI ZI FI LLI ZI ZI LLI IQii g '�4I W of �_I 4 �I WI W1. gl �1 ZI d'I O' �I WI NI NI yl WI = 1 QQ S I X� O d l OI �i LL; LLi Wi WI LLI �I =1 AO AO Ai DI AI AI DI DO DI AO AI AI DI BAS CONTROLLER EXHAUST FAN & HEAT RECOVERY CONTROL DIAGRAM SCALE: NTS GENERAL EXHAUST FAN & HEAT RECOVERY COILS SEQUENCE OF OPERATIONS GENERAL 1 THE BUILDING AUTOMATION SYSTEM (BAS) SHALL INTERFACE WITH THE HEAT RECOVERY UNITS AND EXHAUST FANS. 2 PROVIDE ALL CONTROL DEVICES, WIRING, CONDUIT, PROGRAMMING, AND ACCESSORIES FOR A COMPLETE SYSTEM, 3 PROVIDE FULLY FUNCTIONAL AND OPTIMIZED SYSTEM.THE CONTROLS CONTRACTOR IS RESPONSIBLE FOR THE SYSTEM OPERATION AND FUNCTION. 4 THE EXHAUST SYSTEM IS COMPRISED OF (1) GENERAL LAB EXHAUST FAN (EF-1) AND (1) FUME HOOD EXHAUST FAN (EF-2). HEATING IS PROVIDED THROUGH (2) HEAT RECOVERY COILS WITH PREFILTERS, THE HEAT RECOVERY SYSTEM IS COMPRISED OF (2) HEAT RECOVERY PUMPS (HRP-1, HRP-2), AND (2) HEAT RECOVERY COILS; HRU-1 SERVES THE FUME HOOD EXHAUST AND HRU-2 SERVES THE GENERAL LAB EXHAUST. 5 SETPOINTS AND SCHEDULES SHALL BE THROUGH THE BAS INTERFACE AND SHALL BE GRAPHICALLY ADJUSTABLE VIA THE OPERATOR WORKSTATION. 6 COMMISSIONING SUPPORT: 6.1 PROVIDE CONTROLS DOCUMENTATION, COMPLETE WITH SYSTEM COMPONENTS. 6.2 PROVIDE POINT TO POINT TESTING AND VERIFICATION OF THE SEQUENCE OF OPERATION BEFORE FUNCTIONAL PERFORMANCE TESTING WITH THE COMMISSIOINING AGENT. 6.3 PROVIDE FUNCTIONAL PERFORMANCE TESTING AND CUPPORT AS DIRECTED DY THE COMMISSIONING AGENT. 7 REPORT LOGS 7.1 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE BAS SHALL GENERATE AN INPUT VALUE REPORT OF ALL ADJUSTABLE SETPOINTS AND PROGRAMMING INPUTS, REPORT SHALL CLEARLY IDENTIFY ANY POINTS THAT ARE IN OPERATOR OVERRIDE. 7.2 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE CONTROL SYSTEM SHALL GENERATE AN INPUT VALUE REPORT OF ALL ADJUSTABLE SETPOINTS AND PROGRAMMING INPUTS ASSOCIATED WITH THE SYSTEM. 7.3 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE BAS SHALL GENERATE AN OUTPUT VALUE REPORT OF ALL SENSED AND PROGRAMMED OUTPUT VALUES ASSOCIATED WITH THE SYSTEM 7.4 AT OPERATOR REQUEST, AS SELECTED AT THE FRONT END, THE CONTROL SYSTEM SHALL GENERATE AN OUTPUT VALUE REPORT OF ALL SENSED AND PROGRAMMED OUTPUT VALUES ASSOCIATED WITH THE SYSTEM. 7.5 GENERATION OF ANY REPORT LOG SHALL BE TIME STAMPED WITH USER ID, TIME OF DAY, AND DATE, OPERATION 1 EXHAUST FANS SHALL BE ENABLED AND DISABLED BY THE BAS SYSTEM, CURRENT OCCUPANCY IS 24/7 2 BAS CONTROLS MONITOR AND CONTROL THE OPERATION OF THE HEAT RECOVERY PUMPS, CONTROL VALVE, AND EXHAUST FANS. BAS SHALL MONITOR ENTERING AND LEAVING WATER TEMPERATURES AT THE HEAT RECOVERY COILS. BAS SHALL MONITOR EXHAUST AIR ENTERING AND LEAVING AIR TEMPERATURES AT THE HEAT RECOVERY COILS, BAS SHALL MONITOR FAN STATUS AND RUN TIME. 3 DURING AIR HANDLER UNIT STARTUP, OPEN MOTORIZED DAMERS, RAMP UP SUPPLY AND EXHAUST FANS WITH THE SUPPLY FAN AS LEAD TO PREVENT NEGATIVE PRESSURIZATION OF THE BUILDING, ONCE STARTUP IS COMPLETE, RUN SUPPLY AND EXHAUST FANS IN TANDEM. 4 DURING OCCUPIED MODE, WHEN ENABLED, EXHAUST DAMPERS SHALL OPEN, EXHAUST FANS SHALL RUN CONTINUOUSLY. THE BAS CONTROLS SHALL OPERATE EF-1 TO TRACK THE CFM DIFFERENTIAL BETWEEN AHU-1 & EF-2 AND MAINTAIN A NEGATIVE CFM OFFSET OF 5 %. 5 HRU-2 SERVES HEAT RECOVERY COIL FOR THE FUME HOOD EXHAUST. HRU-1 SERVES HEAT RECOVERY COIL FOR THE GENERAL LAB EXHAUST. HRU-1 AND HRU-2 ARE PIPED IN PARALLED. 6 HEAT RECOVERY PUMPS WILL OPERATE CONTINUOUSLY. WHEN OUTSIDE AIR TEMPERATURE IS GREATER THAN THE HEAT RECOVERY ENTERING WATER TEMP, PUMPS (HRP-1 AND HRP-2), WILL SHUT OFF. 7 UPON A LOSS OF COMMUNICATIONS WITH THE BAS GLOBAL CONTROLLER, OPERATE IN LAST MODE, AND THE BAS SHALL GENERATE AN ALARM. 8 CURRENTLY THERE IS NO UNOCCUPIED MODE, CONTROLS CONTRACTOR TO SETUP CONTROL SYSTEM TO OPERATE IN SETBACK MODE. ALARMING - PROVIDE AN ALARM AT THE OPERATOR WORKSTATION FOR THE FOLLOWING OCCURRENCES 1 LOSS OF COMMUNCIATION 2 UNIT IN HAND 3 FAN FAILURE 4 LOW STATIC PRESSURE 5 HIGH STATIC PRESSURE 6 FILTER DIFFERENTIAL PRESSURE 7 GENERAL FIRE ALARM 8 EXHAUST FAN FAILURE 2 EXHAUST SINGLE DUCT VAV ETU M-006 SCALE: NTS EXHAUST SINGLE DUCT VAV (ETU1 1. GENERAL 1.1. EXHAUST TERMINAL UNITS SERVING LABORATORY SPACES SHALL RUN 24/7, 1.2. EXHAUST TERMINAL UNITS SHALL STAGE TO MAINTAIN THE EXHAUST REQUIRED BY EF-1. 2. ALARMS 2.1."BOX FAILURE ALARM": GENERATE AN ALARM WHEN EXHAUST DIFFERENTIAL IS MORE THAN 20 % FOR 15 MINUTES. McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 1 12501 E MARGINAL WAY S TUKWILA, WA 98168 CONSULTANTS: REGISTRATION: Et". ')\L DO&A Vp�TgoYw'�jn�9 N n� 999 �KS,yAS. 14,V (N ISSUES: DESIGNED: AA / TW DRAWN: AA/TW CHECKED: DM W [REVIEWED FOR JOB N0: 118108 w E COMPLIANCE ISSUED ON: 1o/ou2D1s APPROVED SHEET TITLE: o OCT282019 MECHANICAL CONTROLS ity of Tukwila DING DIVISION mil -V oil H Ci nECEIVEtD SHEET NUMBER: CITY OF T UKWILA OCT 15 2019 PERMIT CENTER HIGH POINT 12" BELOW LOW POINT 12" AFF - - - - ROOF PROVIDE 1HR FIRE RATED SHAFT BETWEEN HAZ-MATIWASTE STORAGE ROOM AND ROOF - - - - 2ND FLOOR 1ST FLOOR HAZ-MAT / WASTE STORAGE EXHAUST FAN RISER DIAGRAM SCALE: NITS ROOF SCALE: NTS AHU-1 MAKE-UP WATER CONNECTION AHU-1 i J = O W AS-1 HRP-1 -HRS 66% HRS - HRR - - - - - - - - - HRR - - - - - - T - - - - - HRP-2 i 3-WAY VALVE i r TYP. J SA FUME HOOD EXHAUST Q W HRC-1 FILTER Of Your Building McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstrv.com PROJECT: - TIX LABORJ.102' -0019111 Vei .111111 iW 12501 E MARGINAL WAY S TUKWILA, WA 98168 GENERALLAB EXHAUST CONSULTANTS: ROOF I I I I i I ® MD ® MD I I I I u� x u. I F-, - - - - -, - - - - - - - '�`- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EA - - - - - - -i �'. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I 1 I ETU SA I 2-1TU TU 1 7000 ETU CFM SA 219 2-QS 2-20 2- 9 2- 0 2-18 2.17 2. 5 2-0 2- 5 2-04 2-14 2-03 2- 3 2- 2 2. 2 2.01 2- 1 2-26 2- 4 2- 5 rA 2-06 2-27 2.07 2-22 I 2-2 I- - - - -L 7000 ETU CFM SA 2-3L—�®� 6000CFM SA A A A A I I h 1 J, I 2150 1470 1530 1900 860 1340 1400 1320 1850 1800 1310 1090 730 2090 1870 1080 1000 1020 700 620 180 410 840 210 75 250 475 400 CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA CFM SA MOLECULAR PAP DISTRIBUTION CYTO IHC MICROTOMY EMBEDDING PROCESSING GROSSING HISTOLOGY FREEZER/ SUPPORT ( OFFICE AREA LABORATORY AREA ACCESSIONING GROSSING FLOW (POST) STORAGE PROCESSING AREA AREA AREA STORAGE STORAGE STORAGE SERVICES MOLECULAR (PRE) FISH SCOPE FISH PREP SCREENING I FUME HOOD GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING GROSSING I 1500 CFM EA MICROWAVE STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION g 500 CFM EA 500 CFM EA 500 CFM EA 600 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA 500 CFM EA , 120 CFM EA 50 CFM EA 11 l I I I I I I I I I I I I I I L--- I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 i I I ----'----------------'---------------'-------�--------'--�--- —————— — — — — —— r— I ® I L- - - - - - - - - - - - - - - - - - - - - - - - m,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1A+,.- - - - - - - - - - - - FH EA- _ _ _ - - - - -BM-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - -� LEVEL 2 s MECHANICAL AIR RISER DIAGRAM M_007 SCALE: NTS REVIEWED FOR CODE COMPLIANCE RECEIVED APPROVED CITY OF TUMVII.A OCT 2 8 2019 OCT 15 2019 City of Tukwila PERMIT CENTER BUILDING DIVISION REGISTRATION: ISSUES: DESIGNED: AA/TW DRAWN: AA/TW CHECKED: DM JOB NO: 118108 ISSUED ON: 10/02/2019 SHEET TITLE: MECHANICAL DIAGRAMS TERMINAL UNIT - SINGLE DUCT GENERAL NOTES: 1, SPECIFIC NOTES: 1. PROVIDE SCR HEATING CONTROL DESCRIPTION PHYSICAL DIMENSIONS FAN PERFORMANCE ELECTRIC HEATING COIL ELECTRICAL EQUIPMENT CLASSIFICATION N EQUIPMENT ID LOCATION AREA/SYSTEM SERVED STATUS - MANUFACTURER MODEL UNIT SIZE LENGTH (IN) WIDTH (IN) HEIGHT (IN) DESIGN PRIMARY AIRFLOW (CFM) MIN PRIMARY AIRFLOW HEAT TYPE (CFM) DESIGN AIRFLOW (CFM) DESIGN ENTERING AIR TEMPERATURE (F") DESIGN LEAVING AIR TEMPERATURE (F,) DESIGN AIR PRESSURE DROP (IN W.C.) DESIGN CAPACITY (BTUH) VOLTAGE (� PHASE (� FULL LOAD AMPS (A) SPECIFIC NOTES TU 1-01 1STFLOOR LOADING AREA NEW NAILOR D30RE 10 31" 14" 121/2" 1000 1000 ELECTRIC 1000 70 89 0.50 6kW 277 1 21.66A 1 TU 2-01 2ND FLOOR SPECIALS MBX/RBX NEW NAILOR D30RE 12 31" 18" 12112" 1870 630 ELECTRIC 1870 70 - 87 0.50 10kW 277 1 36.10A 1 TU 2-02 2ND FLOOR IHC NEW NAILOR 030RE 9 31" 14" 12112" 1220 650 ELECTRIC 1220 70 96 0.50 10kW 277 1 36.10A 1 TU 2-03 2ND FLOOR IHC NEW NAILOR D30RE 7 31" 12" 121/2" 730 410 ELECTRIC 730 70 96 0.50 6kW 277 1 21.66 A 1 TU 2-04 2ND FLOOR CYTO PROCESSING NEW NAILOR D30RE 9 31" 14" 121/2" 1310 720 ELECTRIC 1310 70 94 0.50 10kW 277 1 36.10A 1 TU 2-05 2ND FLOOR MOLECULAR (POST) NEW NAILOR D30RE 9 31" 14" 121/2" 1320 720 ELECTRIC 1320 70 94 0.50 10kW 277 1 36.10A 1 TU 2-06 2ND FLOOR FISH SCOPE NEW NAILOR D30RE 4 31" 10, 10, 210 110 ELECTRIC 210 70 100 0.50 2kW 277 1 7.22 A 1 TU 2-07 2ND FLOOR SCREENING NEW NAILOR D30RE 8 31" 12" 121/2" 475 150 ELECTRIC 525 70 93 0.50 6kW 277 1 21.66 A 1 TU 2-08 2ND FLOOR ACCESSIONING NEW NAILOR D30RE 10 31" 14" 121/2" 1470 530 ELECTRIC 1470 70 87 0.50 8kW 277 1 28.88A 1 TU 2-09 2ND FLOOR GROSSING NEW NAILOR D30RE 12 31" 18" 121/2" 1900 650 ELECTRIC 1900 70 87 0.50 10kW 277 1 36.10A 1 TU 2.10 2ND FLOOR GROSSING NEW NAILOR D30RE 8 31" 12" 121/2" 860 280 ELECTRIC 860 70 88 0.50 5 kW 277 1 18.05 A 1 TU 2-11 2ND FLOOR PROCESSING/EMBEDDING NEW NAILOR D30RE 8 31" 12" 121/2" 1020 360 ELECTRIC 1020 70 85 0.50 6kW 277 1 18.05A 1 TU 2-12 2ND FLOOR SPECIALS MBX/RBX NEW NAILOR D30RE 8 31" 12" 121/2" 1080 780 ELECTRIC 1080 70 85 0.50 5 kW 277 1 18.05 A 1 TU 2-13 2ND FLOOR MICROTOMY NEW NAILOR D30RE 12 31" 18" 121/2" 2090 1500 ELECTRIC 2090 70 85 0.50 10kW 277 1 36.10A 1 TU 2-14 2ND FLOOR MICROTOMY NEW NAILOR D30RE 12 31" 18" 12112" 1920 1460 ELECTRIC 1920 70 83 0.50 8kW 277 1 28.88A 1 TU 2-15 2ND FLOOR CYTO PROCESSING NEW NAILOR D30RE 10 31" 14" 121/2" 1800 1330 ELECTRIC 1800 70 84 0.50 8kW 277 1 28.88A 1 TU 2-16 2ND FLOOR DIST & PAP STORAGE NEW NAILOR D30RE 12 31" 18" 121/2" 1850 1330 ELECTRIC 1850 70 85 0.50 9 kW 277 1 32.49 A 1 TU 2-17 2ND FLOOR MOLECULAR(POST) NEW NAILOR D30RE 9 31" 14" 121/2" 1400 1060 ELECTRIC 1400 70 84 0.50 6kW 277 1 21.66A 1 TU 2-18 2ND FLOOR FLOW NEW - NAILOR D30RE 9 31" 14" 121/2" 1340 1000 ELECTRIC 1340 70 84 0.50 6kW 277 1 21.66A 1 TU 2-19 2ND FLOOR ACCESSIONING NEW NAILOR D30RE 12 31" 18" 121/2' 2150 1540 ELECTRIC 2150 70 85 0.50 10kW 277 1 36.10A 1 TU 2-20 2ND FLOOR GROSSING NEW NAILOR D30RE 10 31" 14" 12112' 1530 1100 ELECTRICE41 70 84 0.50 7 kW 277 1 25.27 A 1 TU 2-21 2ND FLOOR FISH SCOPE NEW NAILOR D30RE 5 31" 10" 10" 260 160 ELECTRIC 70 82 0.50 1 kW 277 1 3.61 A 1 TU 2-22 2ND FLOOR SCREENING NEW NAILOR D30RE 8 31" 12" 121/2" 400 125 ELECTRIC 70 85 0.50 2kW 277 1 14.44A 1 TU 2-23 2ND FLOOR MOLECULAR (PRE) NEW NAILOR D30RE 8 31" 12" 121/2" 840 690 ELECTRIC 70 89 0.50 5 kW 277 1 18.05 A 1 TU 2-24 2ND FLOOR GROSSING & HISTOLOGY STORAGE NEW NAILOR D30RE 7 31" 12" 121/2" 800 580 ELECTRIC 70 86 0.50 4 kW 277 1 14.44 A 1 TU 2-25 2ND FLOOR FREEZERISTORAGE NEW NAILOR D30RE 6 31" 10, 10" 410 290 ELECTRIC 70 85 0.50 2kW 277 1 7.22 A 1 TU 2.26 2ND FLOOR PROCESSING/EMBEDDING NEW NAILOR D3ORE 7 31" 12" 121/2" 700 500 ELECTRIC 70 88 0.50 4 kW 277 1 14.44 A 1 TU2-27 2ND FLOOR COPY NEW NAILOR D30RE 7 31" 12" 121/2" 400 175 ELECTRIC 70 90 0.50 2kW 277 1 18.05 A 1 TU 2-28 2ND FLOOR LOCKER NEW NAILOR D30RE 5 31" 10" 10"240 240 ELECTRIC 70 96 0.50 2 kW 277 1 7.22 A 1 EXISTING FAN POWERED TERMINAL UNIT - SERIES (ELECTRIC) GENERAL NOTES: SPECIFIC NOTES: 1. 1. PROVIDE DEMAND CONTROL VENTILATION PER 2015 WSEC SECTION C403.2.6.2 2. PROVIDE NEW CONTROLS AND BAS COMPATIBLE THERMOSTAT 3. REUSE EXISTING SUPPLEMENTARY HEAT EDH-2B-07 (CAPACITY 2kW) DESCRIPTION PHYSICAL DIMENSIONS FAN PERFORMANCE ELECTRIC HEATING COIL ELECTRICAL DESIGN COOLING MINIMUM DESIGN ENTERING DESIGN LEAVING DESIGN EQUIPMENT LENGTH WIDTH HEIGHT PRIMARY AIR ELECTRIC VOLTAGE PHASE MOTOR SPECIFIC NOTES CLASSIFICATION EQUIPMENT ID LOCATION AREA/SYSTEM SERVED CORRELATED STATUS MANUFACTURER MODEL TYPE (IN) (IN) (IN)' INLET SIZE FAN AIRFLOW AIRFLOW AIRFLOW CONTROL MOTOR TYPE TEMPERATURE AIR TEMPERATURE HEATER CAPACITY M (0) HORSEPOWER RTU (CFM) (CFM) (CFM). ("F) ("f) VOLTAGE (� (HP) FP 1B-01 1ST FLOOR PERIMETER LIBRARY/STORAGE W102 WEST EXISTING NAILOR 35S-5 ELECTRIC 41" 26' 18" 12 550 550 100 CONSTANT ECM 68 103 277/1 5.0 277 1 0.50 2 VOLUME FP 1B-14 1ST FLOOR INTERIOR LIBRARYISTORAGEW102 WEST RELOCATED NAILOR 35S-6 ELECTRIC `M 30 19.114 600 600 125 CONSTANT ECM 68 79 27711 2.0 277 1 0.75 2 VOLUME FP 1B-52 1ST FLOOR OFFICEW1061W107 WEST RELOCATED NAILOR 35S-3 ELECTRIC 36" 18" 18" 8 200 200 100 CONSTANT ECM 66 82 277/1 1.0 277 1 0.10 2 VOLUME FP 1B-53 1ST FLOOR OFFICE W103/ W104 WEST RELOCATED NAILOR 35S4 ELECTRIC 41" 26" 18" 10 200 200 100 CONSTANT ECM 66 113 27711 3.0 277 1 0.33 2 VOLUME FP 2B-01 2ND FLOOR- CONF W205 / TELEPHONE W215 WEST RELOCATED NAILOR 35SE-3 ELECTRIC 36" 18" 18" 6 250 250 100 CONSTANT ECM 68 82 277/1 2.0 277 1 0.33 2 VOLUME FP 2B-02 2ND FLOOR CORRIDOR, OFFICE W211 / W212 / W213 WEST RELOCATED NAILOR 35SE-3 ELECTRIC 36" 18" 18" 8 525 525 125 CONSTANT ECM 68 80 277/1 2.0 277 1 0.50 2 VOLUME FP 26-03 2ND FLOOR INTERIOR BREAK ROOM E237 EAST RELOCATED NAILOR 35SE-3 ELECTRIC 36" 18" 18" 10 1100 1100 75 CONSTANT ECM 69 75 277/1 3.0 277 1 0.75 1,2 VOLUME FP 2B-07 2ND FLOOR NORTH PERIMETER FINANCE E236 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 10 900 600 200 CONSTANT ECM 67 83 277/1 3.0 277 1 0.50 2'3 VOLUME FP 2B-08 2ND FLOOR EAST PERIMETER FINANCE E236 EAST EXISTING NAILOR 35SE-5 ELECTRIC 41" 26" 18" 12 575 575 75 CONSTANT ECM 69 99 277/1 5.0 277 1 0.75 2 VOLUME FP 2B-09 2ND FLOOR EAST PERIMETER OPEN OFFICE E215 EAST EXISTING NAILOR 35SE-5 ELECTRIC 41" 26" 18" 10 850 850 125 CONSTANT ECM 69 87 27711 5.0 277 1 0.75 2 VOLUME FP 28-10 2ND FLOOR OFFICE E225 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 6 175 175 P5 CONSTANT ECM 69 105 277/1 2.0 277 1 0.33 2 VOLUME FP 2B-11 2ND FLOOR OFFICEE226 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 6 275 275 25 CONSTANT ECM 69 104 277/1 3.0 277 1 0.33 2 VOLUME FP 28-12 2ND FLOOR INTERIOR OPEN OFFICE E215 EAST RELOCATED NAILOR 35SE-5 ELECTRIC 41" 26" 18" 10 250 250 125 CONSTANT ECM 66 116 277t1 4.0 277 1 0,75 2 VOLUME FP 28-13 2ND FLOOR IT ROOM E213 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 16" 8 775 775 175 CONSTANT ECM 68 80 277/1 3.0 277 1 0.50 2 VOLUME FP 2B-14 2ND FLOOR OFFICE E206 / E208 / E210 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18, 10 750 750 75 CONSTANT ECM 69 82 27711 3.0 277 1 0.50 2 VOLUME FP 2B-15 2ND FLOOR OFFICE E202 / E204 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18, 18" 10 750 750 75 CONSTANT ECM 69 82 277/1 3.0 277 1 0:50 2 VOLUME FP 2B-16 2ND FLOOR OFFICE W206/W207/W208 WEST EXISTING NAILOR 35SE-6 ELECTRIC 41" 26" 18, 12 425 425 75 CONSTANT ECM 66 132 480/3 8.0 277 1 0.75 2 VOLUME FP 2B-17 2ND FLOOR OFFICEW209/W210 WEST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" t0 300 250 75 CONSTANT ECM 67 105 27711 3.0 277 1 0.50 2 VOLUME FP 2B-33 2ND FLOOR PERIMETER BREAK ROOM E237 EAST RELOCATED NAILOR 35SE-7 ELECTRIC 47" 58" 18" t6 1200 1200 75 CONSTANT ECM 70 85 277/1 6.0 277 1 0.75 1,2 VOLUME FP 28.35 2ND FLOOR CONFERENCE E219 EAST EXISTING NAILOR 35SE-5 ELECTRIC 41" 26" 18" t2 300 300 100 CONSTANT ECM 67 120 277/1 5.0 277 1 0.50 2 VOLUME FP 26-36 2ND FLOOR OFFICE E232 / E233 / E234 / E235 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 8 650 650 125 CONSTANT ECM 68 89 277/1 4.0 277 1 0.50 2 VOLUME FP 2B-37 2ND FLOOR OFFICE E228/E229/E230/E231 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 8 400 400 100 CONSTANT ECM 68 84 27711 2.0 277 1 0.50 2 VOLUME FP 2B-38 2ND FLOOR CONFERENCE E214 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18, 18" 10 300 300 75 CONSTANT ECM 68 99 277/1 3.0 277 1 0.50 2 VOLUME FP 2B-39 2ND FLOOR OFFICE E220 / E221 / E222 t E223 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 6 400 400 100 CONSTANT ECM 68 84 277/1 2.0 277 1 0.33 2 VOLUME FP 2B40 2ND FLOOR OPEN OFFICE E215 EAST RELOCATED NAILOR 35SE-5 ELECTRIC 41" 26" 18" 12 1200 1200 175 CONSTANT ECM 69 86 27711 7.0 277 1 0.75 2 VOLUME FP 2B41 2ND FLOOR OPEN OFFICE E211 EAST RELOCATED NAILOR 35SE-3 ELECTRIC 36, 18, 18" 10 600 600 175 CONSTANT ECM 68 83 27711 3.0 277 1 0.50 2 VOLUME FP 2B-42 2ND FLOOR RECEPTION E201, OFFICE E2061 E207 / EAST EXISTING NAILOR 35SE-5 ELECTRIC 41" 26" 18" 12 600 600 125 CONSTANT ECM 68 95 277/1 5.0 277 1 0.75 2 E209 VOLUME FP 2B-43 2ND FLOOR COFFEE E212, OFFICE E216 / E217 / E218 EAST RELOCATED NAILOR 35SE-3 ELECTRIC 36" 18" 18" 6 425 425 100 CONSTANT ECM 68 83 277/1 2.0 277 1 0.33 2 VOLUME FP 2844 2ND FLOOR BOARD ROOM E203 EAST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 10 350 350 150 CONSTANT ECM 66 93 27711 3.0 277 1 0.50 2 VOLUME FP 2B45 2ND FLOOR LOBBY E20OLl EAST RELOCATED NAILOR 35SE-3 ELECTRIC 41" 26" 18" 12 960 960 175 CONSTANT ECM 68 78 277/1 3.0 277 1 0.50 2 VOLUME FP 2B47 2ND FLOOR COFFEE W216, LOCKERS W217 WEST EXISTING NAILOR 35SE-3 ELECTRIC 36" 18" 18" 6 500 500 125 CONSTANT ECM 68 82 277t1 2A 277 1 0.33 2 VOLUME EXHAUST VAV SCHEDULE - SINGLE DUCT GENERAL NOTES: NOTES: 1. FIECIFIC DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE EQUIPMENT AREA/SYSTEM LENGTH WIDTH HEIGHT DESIGN PRIMARY SPECIFICN07ES CLASSIFICATION EQUIPMENT ID LOCATION SERVED STATUS MANUFACTURER MODEL TYPE (IN) (IN) (IN) AIRFLOW UNIT SIZE (CFM) ETU 2-1 LEVEL 2 LAB NEW NAILOR D30X 24X16 SINGLE DUCT 30" 38" 18" 7000 ETU 2-2 LEVEL 2 LAB NEW NAILOR D30X 24X16 SINGLE DUCT 30" 38, 18" 7000 ETU 2-3 LEVEL 2 LAB NEW NAILOR D30X 24X16 SINGLE DUCT 30" 38" 18" 6000 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 15 2019 PERMIT CENTER McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 12501 E MARGINAL WAYS TUKWILA, WA 98168 CONSULTANTS: REGISTRATION: ISSUES DESIGNED: AA/TW DRAWN: AA/TW CHECKED: DM w JOB NO: 118108 w ISSUED ON: 10/0212019 d SHEET TITLE: MECHANICAL SCHEDULES x AIR HANDLING UNIT SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. PROVIDE SHAFT GROUNDING RING ON ALL FAN/MOTOR ASSEMBLIES, 1. CONSTRUCTION: 2. ALL UNITS SHALL BE CONSTRUCTED AS FOLLOWS: A) PROVIDE SEPARATE FRAME DOWNSTREAM OF FILTER BANK TO HOUSE CARBON FILTERS. A) PAINTED 4" DOUBLE -WALL, MARINE GRADE ALUMINUM CONSTRUCTION ON WALLS, CEILING, AND FLOOR, WITH 4.5 LB./CU FT. INSULATION. B) PERFORATED INTERIOR LINER IN THE FAN SECTIONS. B) MARINE GRADE ALUMINUM DRAIN PANS WITH REMOVABLE STAINLESS STEEL GRATING IN MIXING, AND COOLING COIL SECTIONS. 2. MEASUREMENT 8 CONTROL C) PROVIDE MERVB PREFILTERS AND MERV 13 FINAL FILTERS AT STARTUP. MERV8 FILTERS TO BE REMOVED AFTER STARTUP, NORMAL OPERATION WITH MERV13 FILTERS ONLY (EXCEPT WHEN CARBON FILTERS ARE ALSO NOTED), ALL MERV 13 FILTERS A) PROVIDE REAL TIME AIRFLOW MONITORING FOR ALL FANS, WITH SUMMARY INFORMATION FOR ARRAY. TO BE MOISTURE RESISTANT, ALL FILTERS SHALL BE 24X24. NO OTHER SIZE IS ALLOWED. B) OUTSIDE AIRFLOW MEASURING STATIONS ON MINIMUM OUTSIDE AIR DAMPER SECTION ONLY. D) ALL ALUMINUM ULTRA -LOW LEAKAGE AIRFOIL DAMPERS, C) MANUFACTURER TO PROVIDE SMOKE DETECTOR TO BE WIRED BY LOCAL ELECTRICIAN E) PROVIDE AND INSTALL BELIMO MODULATING ACTUATORS WITH POSITION INDICATION ON ALL DAMPERS. FACTORY WIRE ACTUATORS TO A TERMINAL STRIP ON UNIT EXTERIOR. 3. MOUNTING 3. PROVIDE MOTOR REMOVAL RAILS FOR ALL FAN MOTORS A) PROVIDE FACTORY BASE 4. ALL COIL SECTIONS B) PROVIDE FACTORY BASE AND ROOF CURB A) HEAT RECOVERY WATER DESIGN - XX DEG F COIL EWF; XX DEG F COIL LWF 4. FILTRATION 5. ELECTRICAL A) SPECIFY FILTER IF FILTER LOADING GAUGE TO BE PROVIDED AND INSTALLED BY MFG. A) PROVIDE SINGLE POINT ELECTRICAL CONNECTION. B) PROVIDE INDICATING FILTER GAUGE ON AIR HANDLER B) EQUIPMENT RATED FOR XX K SCCR. 5. SPRING ISOLATION C) PROVIDE LED MARINE LIGHTS IN ALL SECTIONS, SERVICE OUTLETS IN FAN SECTIONS, AND EXTERNAL OUTLETS. A) PROVIDE SPRING ISOLATION FOR SUPPLY FAN, MAXIMUM 1.01N DEFLECTION 6. FANS HAVE BEEN SIZED TO ALLOW XX IN W.G. TOTAL PRESSURE DROP ACROSS FINAL FILTERS TO ACCOUNT FOR FILTER LOADING. C) SPECIFY ANY ADDITIONAL VIBRATION ISOLATION REQUIREMENTS 7. FILTER CHANGE OUT PRESSURE DROP FOR ALL MERV 8 AND MERV 13 FILTERS AT 0.9" W.G. 6. UNIT INCLUDES A RUNAROUND HEAT RECOVERY LOOP THAT HAS 50 % TOTAL HEAT RECOVERY EFFECTIVENESS, 0.9 IN W.G. PRESSURE DROP ON THE SUPPLY AIR STREAM, AND 0.9 IN W.G. PRESSURE DROP IN THE EXHAUST AIR STREAM. 8. GREY CELLS ARE INTENTIONALLY LEFT BLANK, VALUES NOT APPLICABLE TO UNIT OR EXISTING EQUIPMENT TO BE FIELD VERIFIED. 7. FIELD VERIFY EXISTING UNIT PERFORMANCE PARAMETERS 9. PROVIDE BACKDRAFT FAN ISOLATION IN ALL UNITS WITH MULTIPLE FANS 8. PROVIDE LOW LEAK MOTORIZED DAMPERS PER 2015 WSEC SECTION C403.2.4.3 SHUTOFF DAMPERS. A) SPECIFY IF DAMPERS MUST BE LOW LEAK 9. PROVIDE DIGITAL SCROLL COMPRESSOR. 10. MANUFACTURER TO SHIP UNITS WITH EXTRA SET OF FILTERS. 10. PROVIDE SCR HEATING CONTROLS 11, COOLING COIL FACE VELOCITY NOT TO EXCEED 500 FPM. 12. HEATING COIL FACE VELOCITY NOT TO EXCEED 700 FPM, 13. PROVIDE IBC 1708.4 COMPLIANCE CERTIFICATE. 14. ALLOW FOR 0.3IN, W.C. DIRTY FILTER PRESSURE DROP, DESCRIPTION PHYSICAL DIMENSIONS FILTRATION SUPPLY FAN EFFICIENCY OPERATING PRE -FILTER PRE -FILTER QUANTITY OF INITIAL CONTROL OF BLOW UNITDESIGNAIR NUMBER OF WHEEL DESIGNAIR TOTAL STATIC FAN CODE REQUIRED EQUIPMENT EQUIPMENT ID LOCATION AREA/SYSTEM STATUS MANUFACTURER MODEL TYPE LENGTH WIDTH HEIGHT WEIGHT (DEPTH) DESIGN FACE FILTER UNITS FILTRATION FAN THRU/DRAW FLOW FANS DIAMETER FLOW PER FAN PRESSURE SPEED BRAKE MINIMUM CLASSIFICATION SERVED (IN) (IN) (IN) (LBS) (IN) VELOCITY (#) PRESSURE (CONSTANT, THRU (CFM) R (IN) (CFM) (IN. W.C.) (RPM) HORSEPOWER MOTOR SIZE EFFICIENCY (EER UNIT EFFICIENCY (FPM) DROP(IN.W.C.) VARIABLE) (HP) (HP) / IEER) (EER! IEER) AHU 1 ROOF LABORATORY NEW AAON RL-100 ROOFTOP DX 54213116" 100" 10T 29255 lb 4" 387.5 20 0.51 VFD DRAW 31000 3 274' 10333 6.21 1703 14.87 20 9.7 / 11.2 10.8118 AIR HANDLING UNIT SCHEDULE DESCRIPTION COOLING COIL HEATING COIL ELECTRICAL ACOUSTICAL EQUIPMENT AIRFLOW ENTERINGAIR ENTERINGAIR LEAVINGAIR LEAVINGAIR AIR PRESSURE HEAT TYPE AIRFLOW ENTERINGAIR LEAVINGAIR AIRPRESSURE VOLTAGE PHASE FULLLOADAMPS TOTALBRAKE MOTOR REQUIRED MINIMUM CIRCUIT SOUND SOUND SPECIFIC NOTES CLASSIFICATION EQUIPMENT ID (CFM) DRYBULB WETBULB DRYBULB WETBULB DROP (ELECTRIC/HOT (CFM) TEMPERATURE TEMPERATURE DROP M ( (FLA) HORSEPOWER HORSEPOWER SGCR(kA) AMPACITY POWER PRESSURE @63Hz @125Hz @250Hz @500Hz @1000Hz @2000Hz @4000Hz @8000Hz (°F) (°F) (°F) (°Fj (IN. W.C.) WATER) (°F) ('F) (IN. W.C.) (HP) (HP) (A) AHU 1 31000 90 67 56 55 0.50 ELECTRIC 31000 46 70 1 1,02 460 3 372 14.87 20 65 392 95.87 96 101 99 97 99 96 94 92 89 2,3,4,5,6,7,8,9.10 FAN SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1 SEE STRUCTURAL DRAWINGS FOR SEISMIC INFORMATION 1 STAND BY POWER REQUIRED 2 SEE SPECIFICATION SHEETS FOR DIMENSIONS AND ACCESS REQUIREMENTS. 2 VARIABLE FREQUENCY DRIVE PROVIDED BY MANUFACTURER 3 STARTER PROVIDED BY ELECTRICAL CONTRACTOR 4 CODE REQUIRED ELECTRICAL OUTLET PROVIDED BY ELECTRICAL CONTRACTOR 5 FAN SPRING ISOLATION REQUIRED 6 MANUFACTURER'S CERTIFICATE OF SEISMIC COMPLIANCE INCLUDED PER IBC 1708A 7 DOCUMENTED FACTORY TESTING OF ALL UNITS AT DESIGN LOAD CONDITIONS 8 CONSTANT VOLUME SYSTEM ... 9 PROVIDE LOW LEAK MOTORIZED DAMPERS PER 2015 WSEC SECTION G403.2.4.3 SHUTOFF DAMPERS 10 PROVIDE FAN CORROSION RESISTANT COATING. 11 PROVIDE STAND-BY POWER. DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE ELECTRICAL ACOUSTICAL OPERATING DESIGN MAXIMUM DESIGN MINIMUM DESIGN TOTAL DESIGN EXTERNAL QUANTITY OF SOUND EQUIPMENT EQUIPMENT ID LOCATION AREA/SYSTEM STATUS MANUFACTURER MODEL DRIVE TYPE CONTROL TYPE WEIGHT ROUTINE AIRFLOW ROUTINE AIRFLOW STATIC STATIC PRESSURE FAN ELECTRICAL VOLTAGE PHASE DISCONNECT SOUND PRESSURE @ 63 Hz @ 125 Hz @ 250 Hz @ 500 Hz @ 1000 Hz @ 2000 Hz @ 4000 Hz @ SOOO Hz SPECIFIC NOTES CLASSIFICATION SERVED LENGTH WIDTH HEIGHT (LBS) PER FAN PER FAN PRESSURE (IN W.C) HFAN ORSEPOWER E HORSEPOWER HORSEPOWER CONNECTIONS M (� PROVIDED BY (DB) (OB) (IN) (IN) (IN} (CFM) (CFM) (IN W.C.) (BHP) (HP) EF 1 ROOF GENERAL EXHAUST NEW GREENHECK USF-36 BELT VFD 5' - 9" 5'- 6" 6' - 0" 14151b 20000 CFM 10000 CFM 3.00 14.86 20 1 460 3 ELEC. 90 79 96 100 90 88 87 83 78 71 2,3,4,5,6,7,9 EF 2 ROOF FUME EXHAUST NEW GREENHECK VEKTOR-H-30 BELT VFD 4'-4" 4'-4" 12'-0" 17431b 11000CFM 6500CFM 3.15 3.00 13.97 15 1 460 3 ELEC. 89 77 88 89 92 84 83 81 75 67 2,3,4,6,7,9,10 EF 3 ROOF WASTE EXHAUST NEW GREENHECK VEKTOR-H-9 BELT CONSTANT V-11" 1'-1V 11'-2" 368lb 1000CFM 1000CFM 1.61 1.50 1.57 2 1 460 3 ELEC. 90 79 92 92 90 89 85 79 75 68 1,3,4,6,7,8,10,11 MP - HEAT RECOVERY COIL SCHEDULE GENERAL NOTES: SPECIFIC NOTES: - 1. SEE MATERIALS MATRIX FOR MATERIALS OF CONSTRUCTION. 2 3 4 5 6 7 DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE PRIMARY SIDE SECONDARY SIDE AIR ENTERING AIR LEAVING CONDENSER WATER CONDENSER WATER EQUIPMENT EQUIPMENT SERVED STATUS MANUFACTURER MODEL TYPE LENGTH WIDTH HEIGHT OPERATING WEIGHT TOTAL HEAT TRANSFER INLET PIPE SIZE (IN) DSICHARGE PIPE SIZE (IN) SPECIFIC NOTES CLASSIFICATION ID LOCATION SYSTEM (IN) (IN) (IN) (LBS) RATE DESCRIPTION DESIGN FLOW TEMPERATURE TEMPERATURE PRESSURE DROP DESCRIPTION DESIGN FLOW ENTERING LEAVING PRESSURE DROP (MBH (CFM) (°F) (°F) (IN WG) (GPM) TEMPERATURE TEMPERATURE (PT W.C.) HR 1 ROOF GENERALEXHAUST NEW JOHNSON BARROW 58W78X78-10-8-W-F-R WATER-COOLING 78 78 1500 486 AIR 20000 70/50 47,6139.1 0.59 WATER 166 42.77 48.9 14.76 3 3 HR 2 ROOF HOOD VENTS NEW JOHNSON BARROW 58W57X58-10.8-W-F-R WATER - COOLING 58 58 850 244 AIR 11000 70 / 50 49.5 / 40.1 0.6 WATER 84 42.77 48.8 6.62 2.5 2.5 HR 3 ROOF AHU-1 NEW JHNSON BARROW 58W81X120-10-8-7-F-R WATER - HEATING 120 81 2350 761 AIR 33000 24 45.3 0.62 WATER 250 48.9 42.5 29.79 4 4 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION Of Your Building McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, INA 98124 1-800-669-6223 12501 E MARGINAL WAY S TUKWILA, WA 98168 CONSULTANTS: 4h�Otw.y. hr y z 43999 ��1iRtiF 14, IV 11 ISSUES: DESIGNED: AA/TW DRAWN: AA/TW CHECKED: DM JOB NO: 118108 ISSUED ON: 10/02/2019 SHEET TITLE: MECHANICAL SCHEDULES SPLIT SYSTEM - CONDENSING UNIT SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. UNIT SUPPORT ISOLATION REQUIREMENTS 1. DESCRIPTION PHYSICAL DIMENSIONS HEAT PUMP PERFORMANCE ELECTRICAL ACOUSTICAL & SEISMIC EQUIPMENT EQUIPMENT ASSOCIATED AREA /SYSTEM LENGTH WIDTH HEIGHT OPERATING WEIGHT, REFRIGERANT TYPE COOLING DESIGN CAPACITY COOLING DESIGN AMBIENT CODE MINIMUM COOLING UNIT COOLING HEATING DESIGN HEATING DESIGN LOW AMBIENT OPERATION CODE MINIMUM HEATING UNIT HEATING SIZE & TYPE OF EACH SUCTION CONN. SIZE & TYPE OF EACH QUANTITY OF VOLTAGE PHASE MINIMUM CIRCUIT OVERCURRENT PROTECTION SOUND POWER BY OCTAVE BAND (RE SPECIFIC NOTES CLASSIFICATION ID LOCATION EQUIPMENT SERVED STATUS MANUFACTURER MODEL (IN) (IN) {IN) INCLUDING BASE USED IN COIL GROSS TOTAL I SENSIBLE TEMPERATURE EFFICIENCY EFFICIENCY CAPACITY AMBIENT TEMPERATURE MINIMUM TEMPERATURE EFFICIENCY EFFICIENCY PIPE LIQUID PIPE CONN. ELECTRICAL (�% (� AMPACITY (INDICATE MOCP t0E-12 W), (INLET tOUTLET /RADIATED) WEIGHT (MBH) (°F) (EER) (EER) (MBH) (7)(°F) (HSPFP) (HSPF) (IN, CTS) (IN, CTS) CONNECTIONS (A) OR MFS) (LBS) CU 1 ROOF FCU-1-1,-2 MECH W108 NEW MITSUBISHI PUMY-P48 14" 4111/32" 5211/16" 267.00 R410A 48000 95 13.0 13.1 54000.0 Btu/h 45 23 8.2 12.0 5/8" FLARE 3/8" FLARE 1 208 1 29.00 44 51- 54 NKMU2 CU 2 ROOF FCU-2-1,-2 OF E200MI NEW MITSUBISHI PUMY-P48 14" 41 11/32" 5211116" 267.00 R410A 48000 95 13.0 13.1 54000.0 Btu/h 45 23 8.2 12.0 5/8" FLARE 3/8" FLARE 1 208 1 29.00 44 51- 54 NKMU2 SPLIT SYSTEM - FAN COIL SCHEDULE GENERAL NOTES SPECIFIC NOTES: 1. 1. DESCRIPTION PHYSICAL DIMENSIONS FAN PERFORMANCE MOTOR PERFORMANCE COOLING COIL ELECTRICAL ACOUSTICS EQUIPMENT AREA / SYSTEM OPERATING MAXIMUM FLOW MINIMUM FLOW MOTOR TYPE DRIVE TYPE AND TOTAL FAN LEAVINGAIRDRY LEAVINGAIR DESIGN VOLTAGE PHASE FULL LOAD AMPS MINIMUM CIRCUIT SOUND SPECIFIC NOTES CLASSIFICATION EQUIPMENT ID LOCATION SERVED STATUS MANUFACTURER MODEL LENGTH WIDTH HEIGHT WEIGHT FAN TYPE (CFM) (CFM) (ECMtPSC) HOUSING RELATED CU POWER BULB WET BULB CAPACITY M (� (q) AMPACITY PRESSURE (IN) (IN) (IN) (LBS) (KW) (°Fj (°F) (BTUlH) (A) FCU 1-1 MECH W108 MECH W108 NEW MITSUBISHI PKFY-P24NKMU-E2 115/8" 461/16" 14 3/8" 46.00 LINE FLOW 920 570 DC DIRECT CU-1 7 80 67 24000 208 1 0.50 0.63 39-49 FCU 1-2 MECH W108 MECH W108 NEW MITSUBISHI PKFY-P24NKMU-E2 11518" 461/16" 14 3/8" 46.00 LINE FLOW 920 570 DC DIRECT CU-1 7 80 67 24000 208 1 0.50 0.63 39-49 FCU 2-1 IDF E200MI OF E200M1 NEW MITSUBISHI PKFY-P24NKMU-E2 115/8" 461/16" 14 318" 46.00 LINE FLOW 920 570 DC DIRECT CU-2 7 80 67 24000 208 1 0.50 0.63 3949 Eli FCU 2-2 OF E200MI IDF E200MI NEW MITSUBISHI PKFY-1`241\1k 2 115/8" 461116" 143/8" 46.00 LINE -FLOW 920 1 570 DC DIRECT CU-2 7 80 67 24000 208 1 0.50 0.63 3949' PUMP SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1 SEE STRUCTURAL DRAWINGS FOR SEISMIC INFORMATION 1 PUMP SPRING ISOLATION REQUIRED 2 SEE SPECIFICATION SHEETS FOR DIMENSIONS AND ACCESS REQUIREMENTS. 2 MANUFACTURER'S CERTIFICATE OF SEISMIC COMPLIANCE INCLUDED PER IBC 1708.4 3 DOCUMENTED FACTORY TESTING OF ALL UNITS AT DESIGN LOAD CONDITIONS DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE ELECTRICAL EQUIPMENT AREA /SYSTEM LENGTH WIDTH HEIGHT OPERATING NUMBER OFREDUNDANCY PUMPS DESIGN SINGLE DESIGN TWO DESIGN PUMP TOTAL HEAD INITIAL IMPELLER NET POSITIVE MAXIMUM FLUID RATED FLUID MOTOR PROPYLENE GLYCOL QUANTITY OF ALTERNATE STARTER DISCONNECT SPECIFIC NOTES CLASSIFICATION EQUIPMENT ID LOCATION QUANTITY SERVED STATUS MANUFACTURER MODEL NUMBER TYPE (IN.) (IN,) (IN.) WEIGHT OPERATING IN LEVEL PUMP FLOW PUMP SPEED (� DIAMETER SUCTION HEAD TEMPERATURE PRESSURE EFFICIENCY PERCENTAGE ELECTRICAL VOLTAGE PHASE BRAKE MOTOR POWER SOURCE PROVIDED BY PROVIDED BY (LBS) PARALLEL (N, N+1, ETC.) (GPM) FLOW(GPM) (RPM) (IN) (FT W.C.) (°F) (pgl) CONNECTIONS HORSEPOWER HORSEPOWER REQUIRED HRP 1 ROOF 1 HEAT RECOVERY NEW TACO F1506D END SUCTION 35 in 14.17 in 16.76 in 261 Ib 2 66 165 250 3500 70 FT 4.8 in 6,00 50 175 psig 70 25% 1 460 3 4.29 5 NO BY ELECTRICAL BY ELECTRICAL 1,2,3 HRP 2 ROOF 1 HEAT RECOVERY NEW TACO F1506D END SUCTION 35 in 14.17 in 16.76 in 261 lb 2 66 165 250 3500 70 FT 4.8 in 6.00 50 175 psig 70 25% 1 460 3 4,29 5 NO BY ELECTRICAL BY ELECTRICAL 1,2,3 EXPANSION TANK SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. SEE MATERIALS MATRIX FOR MATERIALS OF CONSTRUCTION, 1. ASME RATING REQUIRED 2. PRECHARGE TO MINIMUM OPERATING PRESSURE AT TANK LOCATION 2. MANUFACTURER'S CERTIFICATE OF COMPLIANCE INCLUDED PER IBC 1708.4 DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE EQUIPMENT AREA/SYSTEM TYPE AND DIAMETER INLET OPERATING SYSTEM VOLUME TANKVOLUME TANK VOLUME MAX. WORKING MAX. OPERATING SPECIFIC NOTES CLASSIFICATION EQUIPMENT ID LOCATION SERVED STATUS MANUFACTURER MODEL ARRANGEMENT HEIGHT INLET SIZE (IN) CONNECTION WEIGHT FLUID TYPE (GAL) REQUIRED (GAL) CAPACITY (GAL) PRESSURE TEMPERATURE (IN) TYPE (pSIG) (F°) ET 1 ROOF HEAT RECOVERY NEW TACO CA90.125 VERTICAL / 20" x 30" 1" 1" 312lb GLYCOL 23.0 gal 125 psi 280 °F BLADDER AIR SEPARATOR SCHEDULE GENERAL NOTES: SPECIFIC NOTES: 1. ASME SECTION VIII, DIVISION 1 1. ENGINEER TO SPECIFY PROJECT SPECIFIC OPTIONS- PROVIDE SKIRT (WITH OR WITHOUT MOUNTING CLIPS), REMOVEABLE COVER, OTHER OPTIONS PER SUBMITTAL 2. PROVIDE WITH MANUFACTURERS AUTOMATIC AIR VENT 2. DEFINE SHELL MATERIAL 3. PARTICULATE REMOVAL TO5MICRON 4. AIR VENT SUITABLE UP TO 50 % GLYCOL DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE EQUIPMENT AREA/SYSTEM LENGTH WIDTH HEIGHT DIAMETER OPERATING DESIGN FLOW ENTERING FLUID TYPE OF CONNECTION SIZE SLOWDOWN DRAIN MAXFLUID MAX FLUID SPECIFIC NOTES CLASSIFICATION EQUIPMENT ID LOCATION SERVED STATUS MANUFACTURER (IN) (IN) (IN) (IN) WEIGHT FLUID TYPE (GPM) TEMPERATURE CONNECTION CONNECTION PRESSURE TEMPERATURE (LBS) (,� (IN) (IN) (PSIG) (,F) AS 1 ROOF HEAT RECOVERY NEW SPIROTHERM 2'-4" 1'-1" 3'-6" 1'-1. 23&00 GLYCOL 250 48 FLANGED 5" V 150psi 270 M - EGGCRATE GRILLE SCHEDULE GENERAL NOTES: 1 STANDARD ALUMINUM MATERIAL, 2 PROVIDE OPPOSED BLADE DAMPER WHERE SHOWN ON PLANS. 3 4 SPECIFIC NOTES: 1 DUCTED CONNECTION, SEE DETAIL X/XXX 2 3 4 DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE ACOUSTICAL EQUIPMENT CLASSIFICATION EQUIPMENT ID MANUFACTURER MODEL FAMILY SIZE (IN x IN) MAXAIRFLOW (CFM) VELOCITY PRESSURE (IN W.C.) MOUNTING NC SPECIFIC NOTES GIRD EC-1 SHOEMAKER 600 2412 680 0.03 NO FRAME <20 GIRD EC-2 SHOEMAKER 600 2424 1380 0.03 NO FRAME 20 GRD EC-3 SHOEMAKER 600 36x36 3150 0.03 NO FRAME 20 GIRD ECGA SHOEMAKER 600 24x12 680 0.03 GWB <20 GIRD ECG-2 SHOEMAKER 600 2424 1 1380 0.03 GWB 20 GIRD ECG-3 SHOEMAKER 600 36x36 3150 0.03 GWB 20 RECEIVED CITY CE TUKIVILA OCT 15 2019 PERMIT CENTER CEILING SUPPLY DIFFUSER SCHEDULE NOTES: 1. EFFECTS OF PLENUM NOT INCLUDED IN PRESSURE DROP OR THROW. 2. SMCD MODULAR CODE DIFFUSERS USE 4-WAY THROW PATTERN UNLESS SHOWN OTHERWISE ON PLANS. 3. PROVIDE OPPOSED BLADE DAMPER WHERE SHOWN ON PLANS. 4, PROVIDE YOUNG REGULATOR MODEL 270-275 REMOTE DAMPER CONTROL KIT WHERE SHOWN ON PLANS. SEE DETAIL X/MXXX. DESCRIPTION MANUFACTURER DATA PHYSICAL DIMENSIONS PERFORMANCE ACOUSTICAL & SEISMIC TAG SCOPE TYPE MFG. MODEL MATERIAL RUNOUT SIZE NECK SIZE FACE SIZE MAX CFM MAX PRESS DROP MAX THROW MOUNTING FINISH NC DT6 S&C / TI MOD CORE SHOEMAKER 700 MA STEEL 6" 6x6 2424 110 0,04 4-5-9 T-BAR STANDARD <20 DT8 S&C/TI MOD CORE SHOEMAKER 700 MA STEEL V. 8x8 2424 220 0.07 6-8-15 T-BAR STANDARD <20 DT10 S&CtTI MOD CORE SHOEMAKER 700 AM STEEL 10" 10x10 2424 350 0.08 8-11-18 T-BAR STANDARD 24 DT12 S&C t TI MOD CORE SHOEMAKER 700 MA STEEL 12" 12x12 2424 500 0.09 10-13-21 T-BAR STANDARD 23 DT14 S&C / TI MOD CORE SHOEMAKER 700 MA STEEL 14" 1404 2424 880 0.09 12-16-27 T-BAR STANDARD 22 DT16 S&C l TI MOD CORE SHOEMAKER 700 MA STEEL 16" 16x16 2424 1120 0,09 14-17-30 T-BAR STANDARD 23 DG6 S&ClTI MOD CORE SHOEMAKER MA STEEL 6" 6x6 2424 110 0.04 4-5-9 GWB STANDARD <20 DG8 S&ClTI MOD CORE SHOEMAKER MA STEEL 8" 8x8 2424 220 0.07 6-8-15 GWB STANDARD <20 DG10 S&C i TI MOD CORE SHOEMAKER MA STEEL 10" 10x10 2424 350 0.08 8-11-10 GWB STANDARD 20 DG12 S&C/TI MOD CORE SHOEMAKER MA STEEL 12" 12x12 2424 500 0,09 10-13-21 GWB STANDARD 24 DG14 S&C / TI MOD CORE SHOEMAKER MA STEEL 14" 1414 2424 880 0,09 12-16-27 GWB STANDARD 25 DG16 S&CITI MOD CORE SHOEMAKER MA STEEL 16" 16x16 2424 1120 0.09 14-17-30 GWB STANDARD 24 M - SIDEWALL SUPPLY AND RETURN GRILLE & REGISTER SCHEDULE GENERAL NOTES: 1. STANDARD STEEL MATERIAL. SPECIFIC NOTES: 1. RECESSED SCREWDRIVER OPERATED OPPOSED BLADE DAMPER. DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE EQUIPMENT CLASSIFICATION EQUIPMENT ID MANUFACTURER MODEL RUNOUT SIZE (IN) NECK SIZE (IN) FACE SIZE (IN) MAX AIRFLOW (CFM) DBL DEFLECTION DISCHARGE GRILLE OPPOSED BLADE DAMPER SPECIFIC NOTES EAG SAG WxH SHOEMAKER 933 SEE PLANS SEE PLANS SEE PLANS SEE PLANS YES NO EAG BAR WxH SHOEMAKER 933 SEE PLANS SEE PLANS SEE PLANS SEE PLANS YES YES 1 EAG RAG WxH SHOEMAKER 935 SEE PLANS SEE PLANS SEE PLANS SEE PLANS NO NO EAG RAR WxH SHOEMAKER 935 SEE PLANS SEE PLANS SEE PLANS SEE PLANS NO YES 1 Of Your Building McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstrv.com PROJECT: "ELLNETIX LiBOS&IORN, i•19-1 iw TUKWILA, WA • •• REGISTRATION: ISSUES: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION �y�J1L OO,y �V �prwAX-.�j F� ya z t 39995 ESL oct 14, U I-/ 2 D LEVEL 01 - MAIN FLOOR - HVAC - WEST SCALE: 1/8" = V-0" 3 I z Lcol 0 48' 16' A. NEW WORK SHOWN BOLD. B. PROVIDE BALANCING DAMPERS AS NECESSARY TO PROPERLY BALANCE THE SYSTEM. C. PROVIDE RETURN AIR CANOPY FOR ALL EC-1 & EC-2. D. MOUNT T-STATS AT A MIN. OF 48" AFF. EY®1�ES 0 1 NEW LOCATION OF RELOCATED UNITS, 2 CAP EXISTING DUCT. 3 PROVIDE HIGH (12" BELOW CEILING) AND LOW (12" A.F.F.) EXHAUST REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstrv.com PROJECT: ■ 6&B�2&1012,N 00191119191111 iW TUKWILA, WA .. ISSUES GENERAL NOTES A. NEW WORK SHOWN BOLD. B. PROVIDE BALANCING DAMPERS AS NECESSARY TO PROPERLY BALANCE THE SYSTEM. C. PROVIDE RETURN AIR CANOPY FOR ALL EC-1 & EC-2. D. MOUNT T-STATS AT A MIN. OF 48!'AFF, KEYNOTES 0 1 NEW LOCATION OF RELOCATED UNITS, 2 CONNECT EXHAUST DUCT TO GROSSING STATION. PROVIDE BALANCING DAMPER. 3 SA DUCT UP TO AHU-1. 4 CONNECT TO FUME HOOD. REFER TO DETAIL 7/M-500. PROVIDE BALANCING DAMPER. 5 EXHAUST DUCT UP TO ROOF FAN. 6 PROVIDE ACOUSTICAL LINING. 7 CAP EXISTING DUCT. 8 NEW LOCATION OF RELOCATED DAMPER. 9 EXHAUST DUCT DOWN TO LEVEL 1. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila -BUILDING DIVISION McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 WWW.mckinsta.com mmommmmmammmmmmmmmmmmmmmmmm PROJECT: CELLNETIX LABORATORY BUILDOUT 12501 E MARGINAL WAY S TUKWILA, WA 98168 REGISTRATION: J\L A39995 ISSUES: DESIGNED: AA/TW DRAWN: AAITW CHECKED: DM JOB NO: 118108 ISSUED ON: 10/0212019 SHEET TITLE: MECHANICAL PLAN LEVEL 2 WEST nECEIVED M144114 CITY OFTILIKIVILA SHEET NUMBER: OCT 15 2019 PERMIT CENTER m DT-1 275 CI i SCALE: 1/8" = 1'-0" 0 4' 8' 16' L AN - l_. , ----. J A. NEW WORK SHOWN BOLD, B. PROVIDE BALANCING DAMPERS AS NECESSARY TO PROPERLY BALANCE THE SYSTEM. C. PROVIDE RETURN AIR CANOPY FOR ALL EC-1 & EC-2, D. MOUNT T-STATS AT A MIN. OF 4&" AFF. KEYNOTES O 1 NEW LOCATION OF RELOCATED UNITS. 2 - CAP EXISTING DUCT. 3 REBALANCE EXISTING DIFFUSER TO VALUES SHOWN ON PLAN. 4 NEW LOCATION OF RELOCATED DAMPER. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 28 2019 City of Tukwila BUILDING DIVISION McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstrv.com PROJECT: CELLNETIX Lj,B0j&j09?,N 10011114061viliw TUKWILA, WA .. ISSUES i } c D i LEVEL 03 - ROOF - HVAC - WEST SCALE: 1/8" = 1'-0" 0 4' 8' 16' GENERAL NOTES A. NEW WORK SHOWN BOLD. B. REFER TO STRUCTURAL DRAWINGS FOR SEISMIC CALCULATIONS. 1 PROVIDE CLEARANCES PER MANUFACTURERS RECOMMENDATION, 2 44"X44" SA DOWN TO SECOND FLOOR. REFER TO DETAIL 9/M-500, 3 30730" EA UP FROM SECOND FLOOR. REFER TO DETAIL 9/M-500. 4 36"X36" EA UP FROM SECOND FLOOR. REFER TO DETAIL 9/M-500. 5 10"X10" EA UP FROM FIRST FLOOR STORAGE. REFER TO DETAIL 9/M-500. 6 REFER TO 2/M-500 FOR INSTALLATION DETAILS. REV:DIVISION OR CODE NCE AP O9 Citya BUILDI ifo Of Your Building McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mcl(instrv.com PROJECT: CELLNETIX LABORATORY BUILDOUT TUKWILA, WA .: 11, MIN ME REGISTRATION: 2 vPo aka tie rA� a 39995 6�t t4, wr9� ISSUES: SCALE: 118" = 1'-0" 0 4' 8' 16' GENERAL NOTES A. NEW WORK SHOWN BOLD. B. REFER TO STRUCTURAL DRAWINGS FOR SEISMIC CALCULATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 28 2019 City of Tukwila BUILDING DIVISION ife Of Your Building McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstrv.com PROJECT: JB��jC1Vj �e MARGINAL TUKWILA, WA .: REGISTRATION: 00 dOf x OVAL q ISSUES: DESIGNED: AA / TW DRAWN: AA/TW CHECKED: DM JOB NO: 118108 ISSUED ON: 10/02/2019 SHEET TITLE: MECHANICAL PLAN ROOF EAST NEOPRENE 3/8" CAULK WASHER EDGE @45- FASTENERS I 24ga. 8" COUNTER FLASHING 6 20ga. DUCT SUPPORT & CAP cD 1/2"DRIPEDGE FLASHING ME z @45- W/HEM TIGHT �_ o 0= BUILT UP LEVELER CURB w (BY G.C.) m OPNG FRAMING (BY OTHERS) DUCT PENETRATION AT ROOF DETAIL SCALE: 3/4" =1'4' BLOW THRU FANS: H =1/2" X = FAN DISCHARGE PRESSURE, DRAW THRU FANS: H = FAN INLET PRESSURE + 1-INCH X = FAN INLET PRESSURE CONDENSATE TRAP DETAIL SCALE: 1/8" =1'-O" FLOW 3/4" SCALE: 12" = V-0" _NI SIZE AS SCHEDULED 'SLOPE AIR GAP PER PLUMBING CODE: 1-INCH MIN OR 2X PIPE DIAMETER �— INDIRECT CONN. TO WASTE 20 GAL GALVANQED SHEET METAL HOOD TO INSULATIONAFTER LINES ARE INSTALLED 1 REFRIGERANT PIPING THRU ROOF DETAIL M-5001 SCALE: 1" =1'-D' SIDE VIEW SIDE VIEW TOP CONNECTION CONNECT TO 8"0 FUME EXHAUST DUCI ROUTED OVERHEAD BACK CONNECTION CONNECT T( FUME EXHAL DUCT ROUTE OVERHEAD BACK VIEW BACK VIEW 6 GROSSING STATION DETAIL -EXHAUST M-500 SCALE: 3/8" = 1'-0" STAINLESS STI FOR CONSTF CEILING FUME HOOD CONNECTION DETAIL SCALE: 1/8" = V-0" 3/4" DRAIN VALVE WITH HOSE ADAPTER AND CAP WELD NECK FLANGE (TYP) LIQUID FILLED PRESSURE GAUGE WITH NEEDLE PROVIDE CHAIN OPERATOR ISOLATION VALVE SUBMITTAL TO SPECIFY IF VALVE IS 84" AFF AND PIPE PRESSURE RANGE LOCATE 64' AFF MAX IS 6" OR LARGER (TYP) 1/2" PIT PORT (TYP 2) FLANGED CHECK VALVE SILENT NON -SLAMMING MINIMUM 24" SPOOL PIECE LUG STYLE BUTTERFLY 5 PIPE CIA IF POSSIBLE t SINGLE SPHERE ISOLATION VALVE (TYP) FLEX CONNECTION (TYP) REDUCER SPOOL (TYP) 1/2" INSTRUMENT PIPING (TYP) 1/2° BALL VALVE (TYP) SUCTION DIFFUSER, MATCH PUMP FLANGE TAP (TYP) g INLET TO PIPE SIZE PROVIDE SPOOL PIECE IF MAINTAIN CLEAR ACCESS FOR STRAINER NEEDED FOR CLEARANCE REMOVAL SPACE PROVIDE FINE MESH ALIGNMENT REQUIRED CONSTRUCTION STRAINER DURING PRIOR TO STARTUP o STARTUP REMOVE BEFORE BALANCING INERTIA BASE SIZED TO 3/4" DRAIN WITH BALL VALVE HOSE INCLUDE SUCTION DIFFUSER ADAPTER AND CAP SUPPORT SEE SCHEDULE OH SUPPORT LEG FOR VIBRATION ISOLATORS HOUSEKEEPING PAD f-- - --1 --- (BY GC) NOTES: 1. GAUGE TAPS IN PUMP AND SUCTION DIFFUSER MAYBE USED INSTEAD OF PROVIDING THREAD-O-LETS FOR PRESSURE GAUGE, 2. PROVIDE MINIMAL DISTANCE BETWEEN HOUSEKEEPING PAD AND INERTIA BASE,1-112" MINIMUM, OR PER ACOUSTICAL ENGINEER, 3. PRE -EXTEND FLEXIBLE CONNECTORS ON PUMP DISCHARGE PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 4. USE FLAT FACE FLANGE AND FULL FACE GASKET AT CLASS 125 OR 250 FLANGE FACES, USE RAISED FACE FLANGE AT CLASS 150 OR 300 FLANGE FACES END SUCTION PUMP DETAIL WITH INERTIA BASE VARIABLE VOLUME PUMP SCALE: 12" = 1'-O" ACOUSTICALLY LINED SHEET METAL SUPPLY PLENUM STRAP OR DUCTBOARD (NON -LAB AREAS) RUN -OUTS SEE PLANS FOR SIZES AND QUANTITY SHEET METAL BRANCH DUCT INSULATED FLEXIBLE DUCT — SUPPLY DIFFUSER NOTES: 1. REFERENCE MCKINSTRY SHEET METAL DESIGN MANUAL FOR DUCT AND GRD SIZING AND INSTALLATION CRITERIA, AND ATU ACCESS/CLEARANCE REQUIREMENTS, VAV BOX INSTALLATION DETAIL SCALE: 12" = V-0" FROM EXHAUST SYSTEM ROOF — GALVANIZED DUCT FLEXIBLE CONNECTION DISCHARGE (3000 FPM/MIN) _ZF �I _Z �w GUY WIRE (IF REQUIRED) WEATHERPROOF COVER FO i—VIBRATION ISOLATORS FUME HOOD EXHAUSTFAN CAP FLASHING V DRAIN SLEEPER & CANT (BY GC) RIGID INSULATION & ROOFING (BY GC) CONCRETE ROOF (BY GC) SECURE TO ROOF\ STRUCTURE (BY GC)' SUPPLY MAIN DUCT INSULATED FLEXIBLE DUCT RETURN AIR ATTENUATOR WHERE SPECIFIED, SEE SCHEDULE FOR LOCATIONS TYPICAL VAV BOX DIFFUSER BOOT 2I UTILITY SET WITH EXIT NOZZLE DIRECT ATTACHMENT DETAIL M-500 I SCALE: 12" = 1'-0" EXHAUST DUCT. SEE PLANS FOR ^"'^ VOLUME DAMPER EXHAUSTE GRILL, SEE PLANS FOR SIZE AND CFMS SIDEWALL EXHAUST GRILLE DETAIL SCALE: 3/8" = V-0" MOUNTED EQUIPMENT BOLTS THROUGH UNIT BASE, REFER TO EQUIPMENT INSTALLATION MANUAL FOR DETAILS. IF SPRING ISOLATOR IS REQ'D, BOLT UNIT TO ISOLATOR AND LAG ISOLATOR TO CURB FLINTLASTIC MODIFIED BITUMEN CAP SHEET METAL CAP FLASHING BY MC REVIEWED FOR CODE COMPLIANCE �4"x10'WOOD NAILER APPROVED LEVELING CURB BY GC OCT 28 2019 CANT STRIP COMPLETED FIELD MEMBRANE WRAPPED AROUND THE ENTIRE CURB BY ROOFING CONTRACTOR City of Tukwila SEE ARCH FOR DETAILS BUILDING DIVISION '•i •• • • j SCALE: 12' = 1'-0" CITY OF WKLtiILA OCT 15 2019 PERMIT CENTER McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, INA 98124 1-800-669-6223 www.mckinstrv.com PROJECT: CELLNETIX LABORATORY BUILDOUT 1 W 1 1 1 1 • i • i s•�. �+�,xruesu.�,'.�r�:» �.. G,.,.��„ax �: nc�r�ws:,.�: �.+:,a�sw�:u�. �,�,vs.�c�c� • ISSUES c D LEVEL 01 - MAIN FLOOR - HVAC DEMO - WEST SCALE: 1/8" = 1'-0" 3 6 GENERAL NOTES A. DEMO WORK SHOWN BOLD. 0 4' 8' 16' KEYNOTES 0 i EXISTING UNIT TO BE RELOCATED. REFER TO M-111 FOR NEW LOCATION. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 wm.mckinstry.com PROJECT: CELLNETIX LABORATORY BUILDOUT 12501 E MARGINAL WAYS TUKWILA, WA 98168 REGISTRATION: ISSUES: 6 A. B D E SCALE: 1/8" = 1'-9' /—I 0 4' 8' 16, GENERAL NOTES A. DEMO WORK SHOWN BOLD. KEYNOTES 0 1 EXISTING UNIT TO BE RELOCATED, REFER TO M-122 FOR NEW LOCATION, 2 EXISTING UNIT TO BE RELOCATED. REFER TO M-121 FOR NEW LOCATION, 1 m 111 04011F KtVIF ='D FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING TD-lo lVl' McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 12501 E MARGINAL WAY S TUKWILA, WA 98168 mmmmmmmmmmmm REGISTRATION ,,39995 1412,0 19 ISSUES: DESIGNED: AA/TW DRAWN: AAITW CHECKED: DIM LL JOB NO: 118108 LL ISSUED ON: 10/02/2019 d SHEET TITLE: MECHANICAL DEMOLITION PLAN LEVEL 2 WEST Fd RECEIVEID S EMU CITY OF Ti KWILA or OCT 15 2019 1 1 M PERMIT CENTER ' 8 9 10 p D LEVEL 02 - UPPER FLOOR - HVAC DEMO - EAST SCALE: 1/8" = l'-U' /12 0 4! 8- 16' GENEML NOTES A. DEMO WORK SHOWN BOLD. KEYNOTES 0 1 EXISTING UNIT TO BE RELOCATED. REFER TO M-122 FOR NEW LOCATION. - ��'JIEWED FOR UDE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila I BUILDING DIVISION McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstrv,com PROJECT: CELLNETIX %a Umf-% iaig'al", 1 0019114 pl RIM iw 12501 E MARGINAL WAY S TUKWILA, WA 98168 CONSULTANTS: REGISTRATION: ,, O\VAlk I of 39995 L ISSUES: DESIGNED: AA/TW DRAWN: AA/TW CHECKED: DM JOB NO: 118108 ISSUED ON: 10/02/2019 SHEET TITLE: MECHANICAL DEMOLITIONS PLAN LEVEL 2 EAST nECEIVED MIMIBE 7 CITY OF TU' KWILA OC 115 12019 M 2 PERMIT CENTER 3 (c), 3/14" RS DN 1/2" RL DN 3 31 LEVEL 02 -ENLARGED - PIPING - WEST MP4001 SCALE: 1/8" =I '-U' 0 4! 8. 16' 7 2 3 i 4 SCALE: 1/8" = 1'-9' 0 4! v 16' SCALE: 1/8" = T-O" GENERAL NOTES A. NEW WORK SHOWN BOLD. B. REFER TO STRUCTURAL DRAWINGS FOR SEISMIC CALCULATIONS. KEYNOTES 0 1 INSTALL PER MANUFACTURERS RECOMMENDATION. 2 ROUTE CONDESATE TO NEAREST DRAIN LINE. SLOPE 1/2' PER FOOT. 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