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Home My WebLink AboutPermit M17-0047 - SABEY - RTU, COOLING ONLY VAV, GRD AND DUCTSABEY 2811 S 102 ST M17-0047 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.gov 0423049190 2811 S 102ND ST 220. Project Name: SABEY MECHANICAL PERMIT Permit Number: M17-0047 Issue Date: 5/5/2017 Permit Expires On: 11/1/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name:. Address: License No: Lender: Name: Address: SABEY CORPORATION 12201 TUKWILA INTERN'L BLVD FO , SEATTLE, WA, 98168 KAYLENE NELSON 1221 SECOND AVE N , KENT, WA, 98032 HERMANSON COMPANY LLP 1221 2ND AVE N , KENT, WA, 98032- 2945 H E RM AC L005 BJ ! ! / Phone: (253) 359-7147 Phone: (206) 575-9700 Expiration Date: 8/25/2018 DESCRIPTION OF WORK: ADD ONE RTU, ADD ONE COOLING ONLY VAV, REPLACE GRD'S AND DUCT. Valuation of Work: $108,000.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $1,582.96 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 2014 2014 2014 2015 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature:. /` Date: S/6//7 Print Name: l'l//l% Lan C This permit shall become null andel void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 2: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 3: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 4: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 5: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2437) 6: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 7: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 8: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 9: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. M1 % 1 00 7 Project No. Date Application Accepted: L(- 149- ( 7 Date Application Expires: i()- i 7 (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: 0423049190 Site Address: 2811 S. 102nd St Suite Number: 220 Floor: Tenant Name: Sabey PROPERTY OWNER Name: Kaylene Nelson Address: 1221 2nd Avenue N Name: Phone: (253) 359-7147 Fax: Email: KAYLENE.NELSON@HERMANSON.COb Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Kaylene Nelson Address: 1221 2nd Avenue N City: Kent State: WA Zip: 98032 Phone: (253) 359-7147 Fax: Email: KAYLENE.NELSON@HERMANSON.COb New Tenant: ❑ Yes ®..No MECHANICAL CONTRACTOR INFORMATION Company Name: Hermanson Company Address: 1221 2nd Avenue N City: Kent State: WA Zip: 98032 Phone: (253) 359-7147 Fax: Contr Reg No.: HERMACLOO5BJ Exp Date: 08/25/2018 Tukwila Business License No.: BUS0994464 Valuation of project (contractor's bid price): $ 108,000 Describe the scope of work in detail: Add one RTU, Add one cooling only VAV, Replace GRD's and Duct. Use: Residential: New ❑ Replacement ❑ Commercial: New 0 Replacement Fuel Type: Electric E Gas ❑ Other: H:1Applications\orms-Applications On Linc12011 Applications\ Mechanical Pcrmit Application Revised 8-9-1 I.docx Revised: August 2011 bb Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu 2 Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm 2 Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper , Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING (3R 0' AUTHORI E t AG T: Signature: I ' Print Name: Kaylene N- son Mailing Address: 1221 2nd Avenue N H:\Applications\Forms-Applications On Line'2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Date: L ( 07 Day Telephone: (253) 359-7147 Kent WA 98032 City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PAID PermitTRAK $1,921.07 M17-0047 Address: 2811 S 102ND ST 220 Apn: 0423049190 ' $1,582.96 Credit Card Fee $46.11 Credit Card Fee R000.369.908.00.00 0.00 $46.11 MECHANICAL $1,477.74 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,149.04 PLAN CHECK FEE R000.322.102.00.00 0.00 $295.55 TECHNOLOGY FEE $59.11 TECHNOLOGY FEE R000.322.900.04.00 0.00 $59.11 PG17-0034 Address: 400 COSTCO DR Apn: 3523049089 $107.55 Credit Card Fee .' $3.13 Credit Card Fee R000.369.908.00.00 I 0.00 $3.13 GAS - $99.45 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $66.30 TECHNOLOGY FEE $4.97 TECHNOLOGY FEE I R000.322.900.04.00 0.00 $4.97 PG17-0035 Address: 2811 S 102ND ST 220 Apn: 0423049190 $230.56 Credit Card Fee $6.72 Credit Card Fee 1 R000.369.908.00.00 0.00 $6.72 GAS $99.45 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $66.30 PLUMBING $113.73 PERMIT FEE R000.322.100.00.00 0.00 $80.58 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $10.66 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11227 R000.322.900.04.00 0.00 $10.66 $1,921.07 Date Paid: Thursday, April 06, 2017 Paid By: KAYLENE NELSON Pay Method: CREDIT CARD 100217 Printed: Thursday, April 06, 2017 1:29 PM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit -7-0047 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367'0 Permit Inspection Request Line (206) 438-9350 Project: cA e&Y Type of Inspection: �' IllaiM Kiat ;cr,�%L. Address: - 20 S le2wb ..1 Date Called: Special Instructions:ZZO Date Wanted", a.m. / Requester: / Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (c) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 114 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: `R ,,�113 � -Y J Twice of Inspection: re/A4 - fhi a-i.L Address: 1 < /0 c Date Called: ,BVI Special Instructions: 4 AVA rt S 2L* - 39/—`ir?© / / Date Wanted: Requester: � Phone No: ?mss- 2Cr— 3C- q Approved per applicable codes. L Corrections required prior to approval. COMMENTS: 15k — Rz, 60-1. e Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Hermanson Project: Hermanson Company LLP 1221 2nd Avenue North Kent, WA 98032 tel 206-575-9700 fax 206-575-9800 FILA Riverfront Technical Park 2811 S. 102nd St, Suite 250 Tukwila, WA 98168 Date: March - 31, 2017 CORRE LTR# TION EXP: 01/29/2018 Load Calculations N1T?OO7 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 4 2011 City of Tukw to BUILDING DIVISION CITY OF TUKWILA APR 27 2011 PERMIT CENTER Mechanical Construction, Engineering and Service www.hermanson.com 3) Hermanson SPACE INPUT DATA System Loads Carrier HAP Version 5.0 SEA_RTP Sabey Providence TI Ste 250_V5_0 HERMANSON COMPANY LLP Space Input Data 03/31/2017 10:18AN Sp2151 Triage 11 1. General Details: Floor Area 1240.0 ft2 Avg. Ceiling Height 9.0 ft Building Weight 70.0 Ib/ft2 1.1. OA Ventilation Requirements: Space Usage User -Defined OA Requirement 1 5.0 CFM/person OA Requirement 2 0.06 CFM/ft2 Space Usage Defaults ASHRAE Standard 621-2010 2. Internals: 2.1. Overhead Lighting: 2.4. People: Fixture Type Recessed (Unvented) Occupancy 20.0 People Wattage 0.89 W/ft2 Activity Level _ Office Work Ballast Multiplier 1.08 Sensible 245.0 BTU/hr/person Schedule 24/7 People/Light Schedule Latent 205.0 BTU/hr/person Schedule 24/7 People/Light Schedule 2.2. Task Lighting: Wattage Schedule 2.5. Miscellaneous Loads: 0.00 W/ft2 Sensible 0 BTU/hr None Schedule None Latent 0 BTU/hr Schedule None 2.3. Electrical Equipment: Wattage 2175.0 Watts Schedule 24/7 People/Light Schedule 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: Exp. Roof Gross Area (ft2) Roof Slope (deg.) Skylight Qty. H 1240.0 0 0 4.1. Construction Types for Exposure H Roof Type Exist RTP Built-up Roof+R-21 Board (U-0.045) 5. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 ACH Energy Analysis 0.00 CFM Infiltration occurs at all hours. 6. Floors: Type Floor Above Conditioned Space (No additional input required for this floor type). 7. Partitions: (No partition data). Hourly Analysis Program vv5.00 Page 1 of 2 SEA RTP Sabey Providence TI Ste 250_V5_0 HERMANSON COMPANY LLP Space Input Data 03/31/2017 10:18AIV Sp231 I Conf 2 1. General Details: Floor Area 332.0 ft2 Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft2 1.1. OA Ventilation Requirements: Space Usage User -Defined OA Requirement 1 5.0 CFM/person OA Requirement 2 0.06 CFM/ft2 Space Usage Defaults ASHRAE Standard 621-2010 2. Internals: 2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 0.89 W/ft2 Ballast Multiplier 1.08 Schedule 90.1 Office Lights/Elec 2.2. Task Lighting: Wattage 0.00 W/ft2 Schedule None 2.3. Electrical Equipment: Wattage 740.0 Watts Schedule 90.1 Office Lights/Elec 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: 2.4. People: Occupancy 12.0 People Activity Level Office Work Sensible 245.0 BTU/hr/person Latent 205.0 BTU/hr/person Schedule 90.1 Office Occupancy 2.5. Miscellaneous Loads: Sensible 0 BTU/hr Schedule None Latent 0 BTU/hr Schedule None Exp. Roof Gross Area (ft2) Roof Slope (deg.) Skylight Qty. H 332.0 0 0 4.1. Construction Types for Exposure H Roof Type Exist RTP Built-up Roof+R-21 Board (U-0.045) 5. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 ACH Energy Analysis 0.00 CFM Infiltration occurs at all hours. 6. Floors: Type Floor Above Conditioned Space (No additional input required for this floor type). 7. Partitions: (No partition data). Hourly Analysis Program vv5.00 Page 2 of 2 Hermanson SYSTEM INPUT DATA System Loads Carrier HAP Version 5.0 Providence VAV Conf Input Data Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:20AN 1. General Details: Air System Name Providence VAV Conf Equipment Type Packaged Rooftop Units Air System Type VAV Number of zones 1 2. Ventilation System Components: Ventilation Air Data: Airflow Control Constant Ventilation Airflow Ventilation Sizing Method ASHRAE Std 62.1-2010 Unocc. Damper Position Closed Damper Leak Rate 5 % Outdoor Air CO2 Level 400 ppm Economizer Data:. Control Integrated enthalpy control Upper Cutoff 75.0 °F Lower Cutoff 35.0 °F Central Cooling Data: Supply Air Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source Air -Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On Supply Fan Data: Fan Type Forward Curved with Variable Frequency Drive Configuration Draw-thru Fan Performance 4.00 in wg Overall Efficiency 48 % % Airflow 100 90 80 70 60 50 % kW 100 77 60 44 35 25 % Airflow 40 30 20 10 0 %kW 19 13 9 7 6 Duct System Data: Supply Duct Data: Duct Heat Gain 3 % Duct Leakage 2 % Return Duct or Plenum Data: Retum Air Via Return Air Plenum Wall Heat Gain to Plenum 20 % Roof Heat Gain to Plenum 80 % Lighting Heat Gain to Plenum 30 % 3. Zone Components: Space Assignments: Zone 1: VAV-216 Sp231 I Conf 2 x1 Thermostats and Zone Data: Zone All Cooling T -stat: Occ. 75.0 °F Cooling T -stat: Unocc. 80.0 °F Heating T -stat: Occ. 72.0 °F Heating T -stat: Unocc. 55.0 °F T -stat Throttling Range 1.00 °F Diversity Factor 100. % Direct Exhaust Airflow 0.0 CFM Direct Exhaust Fan kW 0.0 kW Thermostat Schedule Seattle Office HVAC Sch. Unoccupied Cooling is Available Supply Terminals Data: Hourly Analysis Program v5.00 Page 1 of 2 Providence VAV Conf Input Data Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 03/31/2017 Prepared by: HERM_ANSON COMPANY LLP • 10:20Afv Zone Terminal Type Min. Airflow Fan Performance Fan Efficiency Design Supply Temperature 1 VAV box 0.30 CFM/ft2 - - - Zone Heating Units: Zone All Zone Heating Unit Type None Zone Unit Heat Source Electric Resistance Zone Heating Unit Schedule JFMAMJJASOND 4. Sizing Data (Computer -Generated): System Sizing Data: Sizing Data: Cooling Supply Temperature 55.0 °F Supply Fan Airflow 279.1 • CFM Ventilation Airflow 79.9 CFM Hydronic Sizing Specifications: Chilled Water Delta -T 10.0 °F Hot Water Delta -T 30.0 °F Safety Factors: Cooling Sensible 0 % Cooling Latent 0 Heating 0 % Zone Sizing Data: Zone Airflow Sizing Method Peak zone sensible load Space Airflow Sizing Method Individual peak space loads Zone Supply Airflow (CFM) Zone Htg Unit (MBH) Reheat Coil (MBH) - ; (CFM) 1 273.5 - 5. Equipment Data Central Cooling Unit - Air -Cooled DX Estimated Maximum Load 11.3 MBH Design OAT 95.0 °F Equipment Sizing User -Defined Gross Cooling Capacity 1.0 MBH Compressor & OD Fan Power 1.000 kW Conventional Cutoff OAT 55.0 °F Low Temperature Operation Not used Hourly Analysis Program v5.00 Page 2 of 2 Triage RTU Input Data Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:17AN 1. General Details: Air System Name Triage RTU Equipment Type Packaged Rooftop Units Air System Type Single Zone CAV Number of zones 1 2. Ventilation System Components: Ventilation Air Data: Airflow Control Constant Ventilation Airflow Ventilation Sizing Method ASHRAE Std 62.1-2010 Unocc. Damper Position Closed Damper Leak Rate 5 Outdoor Air CO2 Level 400 ppm Economizer Data: Control Integrated enthalpy control Upper Cutoff 75.0 °F Lower Cutoff 35.0 °F Central Cooling Data: Supply Air Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source Air -Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On Central Heating Data: Supply Temperature 86.9 °F Heating Source Combustion - Natural Gas Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On Supply Fan Data: Fan Type Forward Curved Configuration Draw-thru Fan Performance 1.75 in wg Overall Efficiency 54 % Fan Control 1 -speed fan, cooling and heating Duct System Data: Supply Duct Data: Duct Heat Gain 3 % Duct Leakage 2 % Return Duct or Plenum Data: Return Air Via Wall Heat Gain to Plenum Return Air Plenum 20 % Roof Heat Gain to Plenum 80 Lighting Heat Gain to Plenum 30 % 3. Zone Components: Space Assignments: Zone 1: Zone 1 Sp215 I Triage 11 x1 Thermostats and Zone Data: Zone All Cooling T -stat: Occ. 75.0 Cooling T -stat: Unocc. 80.0 Heating T -stat: Occ. 72.0 Heating T -stat: Unocc. 55.0 T -stat Throttling Range 1.00 Diversity Factor 100 Direct Exhaust Airflow 0.0 Direct Exhaust Fan kW 0.0 Thermostat Schedule Seattle Office HVAC Sch. Unoccupied Cooling is Available Supply Terminals Data: Zone All °F °F °F °F °F CFM kW Hourly Analysis Program v5.00 Page 1 of 2 Triage RTU Input Data Project Name: SEA_RTP Sabey Providence TI Ste 250_V5_0 03/31/2017 Prepared by: HERMANSON COMPANY LLP 10:17AN Terminal Type Diffuser Minimum Airflow 0.30 CFM/ft2 Zone Heating Units: Zone All Zone Heating Unit Type None Zone Unit Heat Source Electric Resistance Zone Heating Unit Schedule JFMAMJJASOND 4. Sizing Data (Computer -Generated): System Sizing Data: Sizing Data: Cooling Supply Temperature 55.0 °F Supply Fan Airflow 744.3 CFM Ventilation Airflow 174.4 CFM Heating Supply Temperature 86.9 °F Hydronic Sizing Specifications: Chilled Water Delta -T 10.0 °F Hot Water Delta -T 20.0 °F Safety Factors: Cooling Sensible 0 % Cooling Latent 0 % Heating 0 % Zone Sizing Data: Zone Airflow Sizing Method Sum of space airflow rates Space Airflow Sizing Method Individual peak space loads Zone Supply Airflow (CFM) Zone Htg Unit (MBH) Reheat Coil (MBH) - (CFM) 1 729.4 - - 5. Equipment Data Central Cooling Unit - Air -Cooled DX Estimated Maximum Load 27.2 MBH Design OAT 95.0 °F Equipment Sizing User -Defined Gross Cooling Capacity 1.0 MBH Compressor & OD Fan Power 1.000 kW DX System Configuration 1 -stage compression, 1 circuit Conventional Cutoff OAT 55.0 °F Low Temperature Operation Not used Central Heating Unit - Combustion Estimated Maximum Load 10.5 MBH Equipment Sizing User -Defined Gross Heating Capacity 1.0 MBH Average Efficiency 85.0 % Misc. Electric 0.000 kW Hourly Analysis Program v5.00 Page 2 of 2 9) Hermanson SYSTEM OUTPUT DATA System Loads Carrier HAP Version 5.0 Air System Sizing Summary for Providence VAV Conf Project Name: SEA_RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:19AIV Air System Information Air System Name Providence VAV Conf Equipment Class PKG ROOF Air System Type VAV Sizing Calculation Information Number of zones 1 Floor Area 332.0 ft2 Location Seattle IAP, Washington Calculation Months. Jan to Dec Zone CFM Sizing Peak zone sensible Toad Sizing Data Calculated Space CFM Sizing Individual peak space Toads Central Cooling Coil Sizing Data Total coil load 0.9 Tons Load occurs at Jul 1500 Total coil load 11.3 MBH OA DB / WB 86.0 / 67.0 °F. Sensible coil load 8.6 MBH Entering DB / WB 80.3 / 64.5 °F Coil CFM at Jul 1500 279 CFM Leaving DB / WB 51.3 / 49.9 °F Max block CFM at Jul 2100 279 CFM Coil ADP 48.0 °F Sum of peak zone CFM 279 CFM Bypass Factor 0.100 Sensible heat ratio 0.760 Resulting RH 48 % ft2/Ton 351.5 Design supply temp. 55.0 °F BTU/(hr•ft2) 34.1 Zone T -stat Check 0 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temperature deviation 0.2 °F Supply Fan Sizing Data Actual max CFM at Jul 2100 279 CFM Fan motor BHP 0.34 BHP Standard CFM 275 CFM Fan motor kW 0.27 kW Actual max CFM/ft2 0.84 CFM/ft2 Fan static 4.00 in wg Outdoor Ventilation Air Data Design airflow CFM 80 CFM CFM/person 6.66 CFM/person CFM/ft2 0.24 CFM/ft2 Hourly Analysis Program v5.00 Page 1 of 4 Zone Sizing Summary for Providence VAV Conf Project Name: SEA_RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:19AN Air System Information Air System Name Providence VAV Conf Equipment Class PKG ROOF Air System Type VAV Sizing Calculation Information Calculation Months Jan to Dec Sizing Data Calculated Zone Terminal Sizing Data Number of zones 1 Floor Area 332.0 ft2 Location Seattle IAP, Washington Zone CFM Sizing Peak zone sensible load Space CFM Sizing Individual peak space loads Zone Name Design Supply Airflow (CFM) Minimum Supply Airflow (CFM) Zone CFM/ft2 Reheat Coil Load (MBH) Reheat Coil Water gpm @ 30.0 °F Zone Htg Unit Coil Load (MBH) Zone Htg Unit Water gpm @ 30.0 °F Mixing Box Fan Airflow (CFM) VAV-216 274 100 0.82 0.0 - 0.0 - 0 Zone Peak Sensible Loads Zone Name Zone Cooling Sensible (MBH) Time of Peak Sensible Cooling Load Zone Heating Load (MBH) Zone Floor Area (ft2) VAV-216 5.8 Jul 2100 0.7 332.0 Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Peak Sensible Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/ft2 VAV-216 Sp231 I Conf 2 1 5.8 Jul 2100 274 0.7 332.0 0.82 Hourly Analysis Program v5.00 Page 2 of 4 Ventilation Sizing Summary for Providence VAV Conf Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:19AN, 1. Summary Ventilation Sizing Method ASHRAE Std 62.1-2010 Design Condition Minimum flow (cooling) Occupant Diversity (D) 1.000 Uncorrected Outdoor Air Intake (Vou) 80 CFM System Ventilation Efficiency (Ev) 1.000 Outdoor Air Intake (Vot) 80 CFM 2. Space Ventilation Analysis Hourly Analysis Program v5.00 Page 3 of 4 Minimum. Supply Air (CFM) - - Space Floor Area (ft2) Area Outdoor Air Rate (CFM/ft2) Time Averaged Occupancy (Occupants) People Outdoor Air Rate (CFM/person) Air Distribution Effectiveness Space Outdoor Air (CFM) Breathing Zone Outdoor Air (CFM) Space Ventilation Efficiency Zone Name / Space Name Mult. (Vpz) (Az) (Ra) (Pz) (Rp) (Ez) (Voz) (Vbz) (Evz) VAV-216 Sp231 I Conf 2 1 100 332.0 0.06 12.0 5.00 '1.00 80 80 1.000 Totals (incl. Space Multipliers) 100 80 1.000 Hourly Analysis Program v5.00 Page 3 of 4 Air System Design Load Summary for Providence VAV Conf Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 M_ Prepared by: HERANSON COMPANY LLP 03/31/2017 10:19AN Hourly Analysis Program v5.00 Page 4 of 4 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1500 COOLING OA DB / WB . 86.0 °F / 67.0 °F HEATING DATA AT DES HTG HEATING OA DB / WB 24.0 °F / 19.2 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 0 ft2 0 - 0 ft' - - Wall Transmission 0 ft' 0 - 0 ft' 0 - Roof Transmission 332 ft2 85 - 332 ft' 714 - Window Transmission 0 ft2 0 - 0 ft' 0 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 0 ft' 0 - 0 ft' 0 - Floor Transmission 0 ft2 0 - 0 ft' 0 - Partitions 0 ft' 0 - 0 ft' 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 319 W 693 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 740 W 2423 - 0 0 - People 12 2473 2460 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 5674 2460 - 714 0 Zone Conditioning - 6172 2460 - -831 0 Plenum Wall Load 20% 0 - 0 0 - Plenum Roof Load 80% 340 - 0 0 - Plenum Lighting Load 30% 327 - 0 0 - Retum Fan Load 279 CFM 0 - 102 CFM 0 - Ventilation Load 80 CFM 675 260 80 CFM 967 0 Supply Fan Load 279 CFM 931- 102 CFM -157 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 3% 170 - 3% 21 - » Total System Loads - 8616 2720 - 1 0 Central Cooling Coil - 8616 2720 - 0 0 » Total Conditioning - 8616 2720 - 0 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads Hourly Analysis Program v5.00 Page 4 of 4 Air System Sizing Summary for Triage RTU Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 03/31/2017 Prepared by: HERM_ANSON COMPANY LLP 10:14AN Air System Information Air System Name Triage RTU Equipment Class PKG ROOF Air System Type SZCAV Sizing Calculation Information Number of zones 1 Floor Area 1240.0 ft2 Location Seattle IAP, Washington Calculation Months Jan to Dec Zone CFM Sizing Sum of space airflow rates Sizing Data Calculated Space CFM Sizing Individual peak space loads Central Cooling Coil Sizing Data Total coil load 2.3 Tons Load occurs at Jul 1400 Total coil load 27.2 MBH OA DB / WB 85.5 / 66.8 °F Sensible coil load 22.3 MBH Entering DB / WB 81.4 / 64.5 °F Coil CFM at Jul 1400 744 CFM Leaving DB / WB 53.2 / 51.7 °F Max block CFM 744 CFM Coil ADP 50.0 °F Sum of peak zone CFM 744 CFM Bypass Factor 0.100 Sensible heat ratio 0.822 Resulting RH 45 ft2/Ton 547.7 Design supply temp. 55.0 °F BTU/(hrft2) 21.9 Zone T -stat Check 0 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temperature deviation 1.4 °F Central Heating Coil Sizing Data Max coil load 10.5 MBH Load occurs at Des Htg Coil CFM at Des Htg 744 CFM BTU/(hrft2) 8.5 Max coil CFM 744 CFM Ent. DB / Lvg DB 60.6 / 73.8 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 744 CFM Fan motor BHP 0.36 BHP Standard CFM 732 CFM Fan motor kW 0.28 kW Actual max.CFM/ft2 0.60; CFM/ft2 Fan static 1.75 in wg Outdoor Ventilation Air Data Design airflow CFM 174 CFM CFM/person 8.72 CFM/person CFM/ft2 0.14 CFM/ft2 Hourly Analysis Program v5.00 Page 1 of 4 Zone Sizing Summary for Triage RTU Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:14AIV Air System Information Air System Name Triage RTU Equipment Class PKG ROOF Air System Type SZCAV Sizing Calculation Information Calculation Months Jan to Dec Sizing Data Calculated Zone Terminal Sizing Data Number of zones 1 Floor Area 1240.0 ft2 Location Seattle IAP, Washington Zone CFM Sizing Sum of space airflow rates Space CFM Sizing Individual peak space loads Zone Name Design Supply Airflow (CFM) ' Minimum Supply Airflow (CFM) Zone CFM/ft2 Reheat Coil Load (MBH) Reheat Coil Water gpm @ 20.0 °F Zone Htg Unit Coil Load (MBH) Zone Htg Unit Water gpm @ 20.0 °F Mixing Box Fan Airflow (CFM). Zone 1 729 729 0.59 0.0 - 0.0 - 0 Zone Peak Sensible Loads Zone Name Zone Cooling Sensible (MBH) Time of Peak Sensible Cooling Load Zone Heating Load (MBH) Zone Floor Area (ft2) • Zone 1 15.5 Jul 1400 2.7 1240.0 Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Peak Sensible Load Air Flow (CFM) Heating Load (MBH) Floor i Area (ft2) Space CFM/ft2 Zone 1 Sp215 I Triage 11 1 15.5 Jul 1400 729 2.7 1240:0 0.59 Hourly Analysis Program v5.00 Page 2 of 4 Project Name: SEA_RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP Ventilation Sizing Summary for Triage RTU 03/31/2017 10:14AN 1. Summary Ventilation Sizing Method ASHRAE Std 62.1-2010 Design Condition Cooling operation Occupant Diversity (D) 1.000 Uncorrected Outdoor Air Intake (Vou) 174 CFM System Ventilation Efficiency (Ev) 1.000 Outdoor Air Intake (Vot) 174 CFM 2. Space Ventilation Analysis Hourly Analysis Program v5.00 Page 3 of 4 Supply Air (CFM) Space Floor Area (ft2) Area Outdoor Air Rate (CFM/ft') Time Averaged Occupancy (Occupants) People Outdoor Air Rate (CFM/person) Air Distribution Effectiveness Space Outdoor Air (CFM) Breathing Zone Outdoor Air (CFM) Space Ventilation Efficiency Zone Name / Space Name Mult. (Vpz) (Az) (Ra) (Pz) (Rp) (Ez) (Voz) (Vbz) (Evz) Zone 1 Sp215 I Triage 11 1 729 1240.0 0.06 20.0 5.00 1.00 "' 174 174 1.000 Totals (incl. Space Multipliers) 729 174 1.000 Hourly Analysis Program v5.00 Page 3 of 4 03/31/2017 10:14AM Air System Design Load Summary for Triage RTU Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP Hourly Analysis Program v5.00 Page 4 of 4 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1400 COOLING OA DB / WB 85.5 °F / 66.8 °F HEATING DATA AT DES HTG HEATING OA DB / WB 24.0 °F / 19.2 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 0 ft' 0 - 0 ft2 - - Wall Transmission 0 ft2 0 - 0 ft2 0 - Roof Transmission 1240 ft' 333 - 1240 ft' 2668 - Window Transmission 0 ft2 0 - 0 ft2 0 - Skylight Transmission 0 ft' 0 - 0 ft2 0 - Door Loads 0 ft' 0 - 0 ft' 0 - Floor Transmission 0 ft2 0 - 0 ft2 0 - Partitions 0 ft' 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft' 0 - Overhead Lighting 1192 W 2847 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 2175 W 7421 - 0 0 - People 20 4900 4100 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 15501 4100 - 2668 0 Zone Conditioning - 17355 4100 - 2518 0 Plenum Wall Load 20% 0 - 0 0 - Plenum Roof Load 80% 1332 - 0 0 - Plenum Lighting Load 30% 1220 - 0 0 - Retum Fan Load 744 CFM 0 - 744 CFM 0 - Ventilation Load 174 CFM 981 746 174 CFM 8849 0 Supply Fan Load 744 CFM 966 - 744 CFM -966 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 3% 465 - 3% 80 - » Total System Loads - 22318 4846 - 10482 0 Central Cooling Coil - 22318 4848 - 0 0 Central Heating Coil - 0 - - 10482 - » Total Conditioning - 22318 4848 - 10482 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads Hourly Analysis Program v5.00 Page 4 of 4 Hermanson Project: Hermanson Company LLP 1221 2nd Avenue North Kent, WA 98032 tel 206-575-9700 fax 206-575-9800 Riverfront Technical Park 2811 S. 102nd St, Suite 250. Tukwila, WA 98168 Date: March - 31, 2017 EXP: 01/29/2018 Load Calculations Mechanical Construction, Engineering and Service www.hermanson.com Hermanson SPACE INPUT DATA System Loads Carrier HAP Version 5.0 SEA RTP Sabey Providence TI Ste 250_V5_0 HERMANSON COMPANY LLP Space Input. Data 03/31/201 10:18AN Sp215 I Triage 11 1. General Details: Floor Area 1240.0 ft2 Avg. Ceiling Height 9.0 ft Building Weight 70.0 Ib/ft2 1.1. OA Ventilation Requirements: Space Usage User -Defined OA Requirement 1 5.0 CFM/person OA Requirement 2 0.06 CFM/ft2 Space Usage Defaults ASHRAE Standard 621-2010 2. Internals: 2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 0.89 W/ft2 Ballast Multiplier 1.08 Schedule 24/7 People/Light Schedule 2.2. Task Lighting: Wattage Schedule 0.00 W/ft2 None 2.3. Electrical Equipment: Wattage 2175.0 Watts Schedule 24/7 People/Light Schedule 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: 2.4. People: Occupancy 20.0 People Activity Level Office Work Sensible 245.0 BTU/hr/person Latent 205.0 BTU/hr/person Schedule 24/7 People/Light Schedule 2.5. Miscellaneous Loads: Sensible 0 BTU/hr Schedule None Latent 0 BTU/hr Schedule None Exp. Roof Gross Area (ft2) Roof Slope (deg.) Skylight Qty. H 1240.0. 0 0 4.1. Construction Types for Exposure H Roof Type Exist RTP Built-up Roof+R-21 Board (U-0.045) 5. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 ACH Energy Analysis 0.00 CFM Infiltration occurs at all hours. 6. Floors: Type Floor Above Conditioned Space (No additional input required for this floor type). 7. Partitions: (No partition data). Hourly Analysis Program vv5.00 Page 1 of 2 SEA RTP Sabey Providence TI Ste 250_V5_0 HERMANSON COMPANY LLP Space Input Data 03/31/2017 10:18AN Sp231 1 Conf 2 1. General Details: Floor Area 332.0 ft2 Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft2 1.1. OA Ventilation Requirements: Space Usage User -Defined OA Requirement 1 5.0 CFM/person OA Requirement 2 0.06 CFM/ft2 Space Usage Defaults ASHRAE Standard 621-2010 2. Internals: 2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 0.89 W/ft2 Ballast Multiplier 1.08 Schedule 90.1 Office Lights/Elec 2.2. Task Lighting: Wattage Schedule 0.00 W/ft2 None 2.3. Electrical Equipment: Wattage 740.0 Watts Schedule 90.1 Office Lights/Elec 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: 2.4. People: Occupancy 12.0 People Activity Level Office Work Sensible 245.0 BTU/hr/person Latent 205.0 BTU/hr/person Schedule 90.1 Office Occupancy 2.5. Miscellaneous Loads: Sensible 0 BTU/hr Schedule None Latent 0 BTU/hr Schedule None Exp. Roof Gross Area (ft2) Roof Slope (deg.) Skylight Qty. H 332.0 0 0 4.1. Construction Types for Exposure H Roof Type Exist RTP Built-up Roof+R-21 Board (U-0.045) 5. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 ACH Energy Analysis 0.00 CFM Infiltration occurs at all hours. 6. Floors: Type Floor Above Conditioned Space (No additional input required for this floor type). 7. Partitions: (No partition data). Hourly Analysis Program w5.00 Page 2 of 2 Hermanson SYSTEM INPUT DATA System Loads Carrier HAP Version 5.0 Providence VAV Conf Input Data Project Name: SEA_RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:20AIV 1. General Details: Air System Name Providence VAV Conf Equipment Type Packaged Rooftop Units Air System Type VAV Number of zones 1 2. Ventilation System Components: Ventilation Air Data: Airflow Control Constant Ventilation Airflow Ventilation Sizing Method ASHRAE Std 62.1-2010 Unocc. Damper Position Closed Damper Leak Rate 5 % Outdoor Air CO2 Level 400 ppm Economizer Data: Control Integrated enthalpy control Upper Cutoff 75.0 °F Lower Cutoff 35.0 °F Central Cooling Data: Supply Air Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source Air -Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On Supply Fan Data: Fan Type Forward Curved with Variable Frequency Drive Configuration Draw-thru Fan Performance 4.00 in wg Overall Efficiency 48 % % Airflow 100 90 80 70 60 50 kW 100 77 60 44 35 25 % Airflow 40 30 20 10 0 %kW 19 13 9 7 6 Duct System Data: Supply Duct Data: Duct Heat Gain 3 % Duct Leakage 2 % Return Duct or Plenum Data: Retum Air Via Return Air Plenum Wall Heat Gain to. Plenum 20 Roof Heat Gain to Plenum 80 % Lighting Heat Gain to Plenum 30 % 3. Zone Components: Space Assignments: Zone 1: VAV-216 Sp231 I Conf 2 x1 Thermostats and Zone Data: Zone All Cooling T -stat: Occ. 75.0 °F Cooling T -stat: Unocc. 80.0 °F Heating T -stat: Occ. 72.0 °F Heating T -stat: Unocc. 55.0 °F T -stat Throttling Range 1.00 °F Diversity Factor 100 % Direct Exhaust Airflow 0.0 CFM Direct Exhaust Fan kW 0.0 kW Thermostat Schedule Seattle Office HVAC Sch. Unoccupied Cooling is Available Supply Terminals Data: Hourly Analysis Program v5.00 Page 1 of 2 Providence VAV Conf Input Data Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:20Afv Zone Terminal Type Min. Airflow Fan Performance Fan Efficiency Design Supply Temperature 1 VAV box 0.30 CFM/ft2 - - - Zone Heating Units: Zone All Zone Heating Unit Type None Zone Unit Heat Source Electric Resistance Zone Heating Unit Schedule JFMAMJJASOND 4. Sizing Data (Computer -Generated): System Sizing Data: Sizing Data: Cooling Supply Temperature 55.0 °F Supply Fan Airflow 279.1 CFM Ventilation Airflow 79.9 CFM Hydronic Sizing Specifications: Chilled Water Delta -T 10.0 °F Hot Water Delta -T 30.0 °F Safety Factors: Cooling Sensible 0 % Cooling Latent 0 % Heating 0 % Zone Sizing Data: Zone Airflow Sizing Method Peak zone sensible Toad Space Airflow Sizing Method Individual peak space loads Zone Supply Airflow (CFM) Zone Htg Unit (MBH) Reheat Coil (MBH) - (CFM) 1 273.5 - - 5. Equipment Data Central Cooling Unit - Air -Cooled DX Estimated Maximum Load 11.3 MBH Design OAT 95.0 °F Equipment Sizing User -Defined Gross Cooling Capacity 1.0 MBH Compressor & OD Fan Power 1.000 kW Conventional Cutoff OAT 55.0 °F Low Temperature Operation Not used Hourly Analysis Program v5.00 Page 2 of 2 Triage RTU Input Data Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERM_ANSON COMPANY LLP 03/31/201i 10:17AN 1. General Details: Air System Name Triage RTU Equipment Type Packaged Rooftop Units Air System Type Single Zone CAV Number of zones 1 2. Ventilation System Components: Ventilation Air Data: Airflow Control Constant Ventilation Airflow Ventilation Sizing Method ASHRAE Std 62.1-2010 Uriocc. Damper Position Closed Damper Leak Rate 5 Outdoor Air CO2 Level 400 ppm Economizer Data: Control Integrated enthalpy control Upper Cutoff 75.0 °F Lower Cutoff 35.0 °F Central Cooling Data: Supply Air Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source Air -Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On Central Heating Data: Supply Temperature 86.9 °F Heating Source Combustion - Natural Gas Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On Supply Fan Data: Fan Type Forward Curved Configuration Draw-thru Fan Performance 1.75 in wg Overall Efficiency 54 Fan Control 1 -speed fan, cooling and heating Duct System Data: Supply Duct Data: Duct Heat Gain 3 % Duct Leakage 2 % Return Duct or Plenum Data: Retum Air Via Return Air Plenum Wall Heat Gain to Plenum 20 % Roof Heat Gain to Plenum 80 % Lighting Heat Gain to Plenum 3. Zone Components: Space Assignments: Zone 1: Zone 1 Sp215 I Triage 11 x1 30 ok Thermostats and Zone Data: Zone All Cooling.T-stat: Occ. 75.0 Cooling T -stat: Unocc. 80.0 Heating T -stat: Occ. 72.0 Heating T -stat: Unocc. 55.0 T -stat Throttling Range 1.00 Diversity Factor 100 Direct Exhaust Airflow 0.0 Direct Exhaust Fan kW 0.0 Thermostat Schedule Seattle Office HVAC Sch. Unoccupied Cooling is Available Supply Terminals Data: Zone All °F °F °F °F °F CFM kW Hourly Analysis Program v5.00 Page 1 of 2 Triage RTU Input Data Project Name: SEA_RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:17AIV Terminal Type Diffuser Minimum Airflow 0.30 CFM/ft2 Zone Heating Units: Zone All Zone Heating Unit Type None Zone Unit Heat Source Electric Resistance Zone Heating Unit Schedule JFMAMJJASOND 4. Sizing Data (Computer -Generated): System Sizing Data: Sizing Data: Cooling Supply Temperature 55.0 °F Supply Fan Airflow 744.3 CFM Ventilation Airflow 174.4 CFM Heating Supply Temperature 86.9 °F Hydronic Sizing Specifications: Chilled Water Delta -T 10.0 °F Hot Water Delta -T 20.0 °F Safety Factors: Cooling Sensible 0 % Cooling Latent 0 % Heating 0 % Zone Sizing Data: Zone Airflow Sizing Method Sum of space airflow rates Space Airflow Sizing Method Individual peak space loads Zone Supply Airflow (CFM) Zone Htg Unit (MBH) Reheat Coil (MBH) - (CFM) 1 729.4 - - 5. Equipment Data Central Cooling Unit - Air -Cooled DX Estimated Maximum Load 27.2 MBH Design OAT 95.0 °F Equipment Sizing User -Defined Gross Cooling Capacity 1.0 MBH Compressor & OD Fan Power 1.000 kW DX System Configuration 1 -stage compression, 1 circuit Conventional Cutoff OAT 55.0 °F Low Temperature Operation Not used Central Heating Unit - Combustion Estimated Maximum Load 10.5 MBH Equipment Sizing User -Defined Gross Heating Capacity 1.0 MBH Average Efficiency 85.0 % Misc. Electric 0.000 kW Hourly Analysis Program v5.00 Page 2 of 2 Hermanson SYSTEM OUTPUT DATA System Loads Carrier HAP Version 5.0 Air System Sizing Summary for Providence VAV Conf Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 M_ Prepared by: HERANSON COMPANY LLP 03/31/2017 10:19AN Air System Information Air System Name Providence VAV Conf Equipment Class PKG ROOF Air System Type VAV Sizing Calculation Information Number of zones 1 Floor Area 332.0 ft2 Location Seattle IAP, Washington Calculation Months Jan to Dec Zone CFM Sizing Peak zone sensible load Sizing Data Calculated Space CFM Sizing Individual peak space loads Central Cooling Coil Sizing Data Total coil load 0.9 Tons Load occurs at Jul 1500 Total coil load 11.3 MBH OA DB / WB 86.0 / 67.0 °F Sensible coil load 8.6 MBH Entering DB / WB 80.3 / 64.5 °F Coil CFM at Jul 1500 279 CFM Leaving DB / WB 51.3 / 49.9 °F Max block CFM at Jul 2100 279 CFM Coil ADP 48.0 °F Sum of peak zone CFM 279 CFM Bypass Factor 0.100 Sensible heat ratio 0.760 Resulting RH 48 % ft2/Ton 351.5 Design supply temp. 55.0 °F BTU/(hrft2) 34.1 Zone T -stat Check 0 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temperature deviation 0.2 °F Supply Fan Sizing Data Actual max CFM at Jul 2100 279 CFM Fan motor BHP 0.34 BHP Standard CFM 275 CFM Fan motor kW 0.27 kW Actual max CFM/ft2 0.84 CFM/ft2 Fan static 4.00 in wg Outdoor Ventilation Air Data Design airflow CFM 80 CFM CFM/person 6.66 CFM/person CFM/ft2 0.24 CFM/ft2 Hourly Analysis Program v5.00 Page 1 of 4 Zone Sizing Summary for Providence VAV Conf Project Name: SEA_RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/201, 10:19AN Air System Information Air System Name Providence VAV Conf Equipment Class PKG ROOF Air System Type VAV Sizing Calculation Information Calculation Months Jan to Dec Sizing Data Calculated Zone Terminal Sizing Data Number of zones 1 Floor Area 332.0 ft2 Location Seattle IAP, Washington Zone CFM Sizing Peak zone sensible load Space CFM Sizing Individual peak space loads Zone Name Design Supply Airflow (CFM) Minimum Supply Airflow (CFM) Zone CFM/ft2 Reheat,Coil Coil Load (MBH) Reheat Water gpm @ 30.0 °F Zone Htg Unit Coil Load (MBH) Zone Htg Unit Water gpm @ 30.0 °F Mixing Box Fan Airflow (CFM) VAV-216 274 100 0.82 0.0 - 0.0 - 0 Zone Peak Sensible Loads Zone Name(MBH) Zone Cooling Sensible Time of Peak Sensible Cooling Load Zone Heating Load (MBH) Zone Floor Area (ft2) VAV-216 5.8 Ju12100 0.7 332.0 Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Peak Sensible Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFMIft2 VAV-216 Sp231 I Conf 2 1 5.8 Jul 2100 274 0.7 332.0 0.82 Hourly Analysis Program v5.00 Page 2 of 4 Ventilation Sizing Summary for Providence VAV Conf Project Name: SEA_RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:19AN 1. Summary Ventilation Sizing Method ASHRAE Std 62.1-2010 Design Condition Minimum flow (cooling) Occupant Diversity (D) 1.000 Uncorrected Outdoor Air Intake (Vou) 80 CFM System Ventilation Efficiency (Ev) 1.000 Outdoor Air Intake (Vot) 80 CFM 2. Space Ventilation Analysis Hourly Analysis Program v5.00 Page 3 of 4 Minimum Supply Air (CFM) . Space Floor Area (ft') Area Outdoor Air Rate (CFM/ft') Time Averaged Occupancy (Occupants) People Outdoor Air Rate (CFM/person) Air Distribution Effectiveness - Space Outdoor Air (CFM) Breathing Zone Outdoor Air (CFM) Space Ventilation Efficiency Zone Name / Space Name Mult. (Vpz) (Az) (Ra) (Pz) (Rp) (Ez) (Voz) (Vbz) (Evz) VAV-216 Sp231 I Conf 2 1 -. 100 332.0 0.06 12.0 5.00 1.00 80 80 1.000 Totals (incl. Space Multipliers) 10080 1.000 Hourly Analysis Program v5.00 Page 3 of 4 Air System Design Load Summary for Providence VAV Conf Project Name: SEA_RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERMANSON COMPANY LLP 03/31/2017 10:19AN Hourly Analysis Program v5.00 Page 4 of 4 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1500 COOLING OA DB / WB 86.0 °F / 67.0 °F HEATING DATA AT DES HTG HEATING OA DB / WB 24.0 °F / 19.2 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 - - Wall Transmission 0 ft2 0 - 0 ft2 0 - Roof Transmission 332 ft2 85 - 332 ft2 714 - Window Transmission 0 ft2 0 - 0 ft2 0 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 0 ft2 0 - 0 ft2 0 - Floor Transmission 0 ft2 0 - 0 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 319 W 693 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 740 W 2423 - 0 0 - People - 12 2473 2460 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 5674 2460 - 714 0 Zone Conditioning - 6172 2460 - -831 0 Plenum Wall Load 20% 0 - 0 0 - Plenum Roof Load 80% 340 - 0 0 - Plenum Lighting Load 30% 327 - 0 0 - Retum Fan Load 279 CFM 0 - 102 CFM 0 - Ventilation Load 80 CFM 675 260 80 CFM 967 0 Supply Fan Load 279 CFM 931 - 102 CFM -157 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 3% 170 - 3% 21 - » Total System Loads • - 8616 2720 - 1 0 Central Cooling Coil - 8616 2720 - 0 0 » Total Conditioning - 8616 2720 - 0 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads Hourly Analysis Program v5.00 Page 4 of 4 Air System Sizing Summary for Triage RTU Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 03/31/201 i Prepared by: HERMANSON COMPANY LLP 10:14AN Air System Information Air System Name Triage RTU Equipment Class PKG ROOF SZCAV Air System Type Sizing Calculation Information Number of zones 1 Floor Area 1240.0 ft2 Location Seattle IAP, Washington Calculation Months Jan to Dec Zone CFM Sizing Sum of space airflow rates Sizing Data Calculated Space CFM Sizing Individual peak space loads Central Cooling Coil Sizing Data Total coil load 2.3 Tons Load occurs at Jul 1400 Total coil load 27.2 MBH OA DB / WB 85.5 / 66.8 °F Sensible coil load 22.3 MBH Entering DB / WB 81.4 / 64.5 °F Coil CFM at Jul 1400 744 CFM Leaving DB / WB 53.2 / 51.7 °F Max block CFM 744 CFM Coil ADP 50.0 °F Sum of peak zone CFM 744 CFM Bypass Factor 0.100 Sensible heat ratio 0.822 Resulting RH 45 ft2/Ton 547.7 Design supply temp. 55.0 °F BTU/(hrft2) 21.9 Zone T -stat Check 0 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temperature deviation 1.4 °F Central Heating Coil Sizing Data Max coil load 10.5 MBH Load occurs at Des Htg Coil CFM at Des Htg 744 CFM BTU/(hr•ft2) 8.5 Max coil CFM 744 CFM Ent. DB / Lvg DB 60.6 / 73.8 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 744 CFM Fan motor BHP 0.36 BHP Standard CFM 732 CFM Fan motor kW 0.28 kW Actual max CFM/ft2 0.60 CFM/ft2 Fan static 1.75 in wg Outdoor Ventilation Air Data Design airflow CFM 174 CFM CFM/person 8.72 CFM/person CFM/ft2 0.14 CFM/ft2 Hourly Analysis Program v5.00 Page 1 of 4 Zone Sizing Summary for Triage RTU Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 03/31/2017 Prepared by: HERM_ANSON COMPANY LLP 10:14AN Air System Information Air System Name Triage RTU Equipment Class PKG ROOF Air System Type SZCAV Sizing Calculation Information Calculation Months Jan to Dec Sizing Data Calculated Zone Terminal Sizing Data Number of zones 1 Floor Area 1240.0 ft2 Location Seattle IAP, Washington Zone CFM Sizing Sum of space airflow rates Space CFM Sizing Individual peak space loads Zone Name Design . Supply Airflow (CFM) Minimum Supply Airflow (CFM) Zone CFM/ft2 Reheat Coil Load (MBH) Reheat Coil Water gpm @ 20.0 °F Zone Htg Unit Coil Load ` (MBH) Zone Htg Unit Water gpm @ 20.0 °F Mixing Box Fan Airflow (CFM) Zone 1 729 729 0.59 0.0 - 0.0 - 0 Zone Peak Sensible Loads Zone Name Zone Cooling Sensible (MBH) Time of Peak Sensible Cooling Load Zone Heating Load (MBH) Zone Floor Area (ft2) Zone 1 15.5 Jul 1400 2.7 1240.0 Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Peak Sensible Load Air Flow (CFM) Heating Load (MBH) 1 1 Floor Area (ft2) Space CFM/ft2 Zone 1 Sp215 I Triage 11 1 15.5 Jul 1400 729 2.7 1240.0 0.59 Hourly Analysis Program v5.00 Page 2 of 4 00.gA wWJ60./d sisIleuV ANnOH Totals (incl. Space Multipliers) Sp215 I Triage 11 N 0 A Zone Name / Space Name 1 3 c 729 729 < N N m TS �P� 1240.0 Z. Space Floor Area4 ( 2) O O co ii ) Area Outdoor Air Rate (CFM/ft') 20.0 TI N Time Averaged Occupancy (Occupants) 01 O O ^73 'd People Outdoor Air Rate (CFM/person)_ 1.00 m N Air Distribution Effectiveness 174 O 0 N Space Outdoor Air (CFM) 174 174 < O' N Breathings Zone Outdoor Air (CFM) J b O O 1.000 m N Space. Ventilation Efficiency D1 0 OcncOo<c C y n C0 cl) 7 CD CD 3 03� 3 0 .07 0 G ` cp z. apau) 2 lD r N D) .O..O 7 7c 0 a N. 7 cn co 0 0 a C7AD 0 FTI 0 5. N m a TS 0N CD J J d IV A 0 A 0 7 0 0 0 m m Ventilation Sizing Summary for Triage RTU Air System Design Load Summary for Triage RTU Project Name: SEA RTP Sabey Providence TI Ste 250_V5_0 Prepared by: HERM_ANSON COMPANY LLP 03/31/2017 10:14AN Hourly Analysis Program v5.00 Page 4 of 4 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1400 COOLING OA DB / WB 85.5 °F / 66.8 °F HEATING DATA AT DES HTG HEATING OA DB / WB 24.0 °F / 19.2 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 - - Wall Transmission 0 ft2 0 - 0 ft2 0 - Roof Transmission 1240 ft2 333 - 1240 ft2 2668 - Window Transmission 0 ft2 0 - 0 ft2 0 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 0 ft2 0 - 0 ft2 0 - Floor Transmission 0 ft2 0 - 0 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 ' - 0 ft2 0 - Overhead Lighting 1192 W 2847 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 2175 W 7421 - 0 0 - People 20 4900 4100 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 15501 4100 - 2668 0 Zone Conditioning - 17355 4100 - 2518 0 Plenum Wall Load 20% 0 - 0 0 - Plenum Roof Load 80% 1332 - 0 0 - Plenum Lighting Load 30% 1220 - 0 0 - Retum Fan Load 744 CFM 0 - 744 CFM 0 - Ventilation Load 174 CFM 981 746 174 CFM 8849 0 Supply Fan Load 744 CFM 966 - 744 CFM -966 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 3% 465 - 3% 80 - » Total System Loads - 22318 4846 - 10482 0 Central Cooling Coil - 22318 4848 - 0 0 Central Heating Coil - 0 - - 10482 - » Total Conditioning - 22318 4848 - 10482 0 Key: Positive values are clg loads Negative values are htg Toads Positive values are htg Toads Negative values are clg loads Hourly Analysis Program v5.00 Page 4 of 4 STRUCTURAL CALCULATIONS SABEY RTP PROVIDENCE HEALTH AND SERVICES 2811 S. 102nd Street Suite 250 Tukwila, WA 98168 CODE: IBC 2015 & ASCE/SEI 7-10 PROJECT NO.: 17-390 DATE: April 5, 2017 REVIEWED FOR CODE COMPLIANCE. APPROVED MAY 0 4 2017 City of Tukwila BUILDING DIVISION D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 RECEIVED CITY OF TUKWILA APR 0 6 2017 PERMIT CENTER 04/05/2017 C 61qa-to. 1s� 63/1 xv� 61.13 cast!..*r11 J ia 4/41 0 11 L 10,'1 0 4. ao 0 1 6 T of -o 0446611 r ------16V6 a,1 04/05/2017 PARTIAL ROOF PLAN sate 1Ad= 1'-a• It 0/ 1 1 1 1 11 1 1 1 1 J) o vz ii--- 1-,c), �� 0 iii `-�---' II ! ^�wcaw IN ill U i �N N 1 11 re W Z Q B 1C.W= U1- L1ww� Ora 711 IL 6. ;,",�� _J Oz oo+j 3 0 \L m X .z X A to 3 `' w > Qul°m dd Design Analysis Converting Addresses to/from Latitude/Longitude/Altitude in One Step... http://stevemorse.org/jcal/latIon.php Converting Addresses to/from Latitude/Longitude/Altitude in One Step Stephen P. Morse, San Francisco address 1.28—ifi 102nd Street city state [WA zip 198168 country runited States above values must be in decimal with minus signs for south and west 1 Access geocoder.us / geocoder.ca (takes a relatively long time) from g • l gle'ilatitude ._._..____...' longitude 47.508527 -122.297884399999991 deg -min -sec; 47° 30' 30.6972' -122° 17' 52.3838" 1 altitude: from yahoo latitude longitude decimal 47.50946 -122.2994 deg -min -sec: 47° 30' 34.056";1-122° 17' 57.84" altitude! 2811 S 102nd St, Tukwila, Washington 98168 r — — •_•___•_•_.. 1 from la tude !decimal 147.50931880908921-122.299510786169i street map 475093188090892! 1222 de ____....__.__.._.....-...__... altitude dec_.._._._____..._... II99510786169. 1 deg -min -sec 147° 30' 33 54.77" I -12.2° 17' 58 2388" 'i 2811, South 102nd Street, Tukwila King County, Washington, 98168 United States of America, (from census1latitude 7 longitude I altitude; decimal 147.50937 1-122.29959 !deg-min-sec147° 30' 33 7732" -122° 17 58.524' 2811 S 102ND ST, TUKWIL-A, WA, 98168, 1 from tamu ;latitude i longitude l decimal 147.5085836037636] -122.2981690802371 j deg-min_sec147° 30' 30.901" 1-122° 17' 53.4087" Design Maps Summary Report https: //earthquake. usgs.gov/en2/designmaps/us/summary.php?tempt ate... 111 Design Maps Summary Report User -Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.50946°N, 122.2994°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.519 g S,, = 0.573 g Sms= 1.519g S1N1 = 0.860 g Sos= 1.013g SDI= 0.573g For information on how the SS and S! values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please retum to the application and select the "2009 NEIIRP" building code reference document. MCE4 Response Spectrum) Drzsign Response Spectrum 1,12 ass d_r !ta) 1,y 9.i4 t,#t 4.vaf t. Rerfett T (spar) add t oti Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained therein. This tool Is not a substitute for technical subject -matter knowledge. )dt'filSon Commis Project Name: RTP- Sabey Series 5 (3-6 Ton Package) N543 Single Package R -410A Heat Pump Page: 3 Quantity: i Cooling Performance Total gross capacity Sensible gross capacity Total net capacity Sensible net capacity Seasonal Efficiency (at ARI) Efficiency (at ARI) Ambient DB temp. Entering DB temp. Entering WB temp. Leaving DB temp. Leaving WB temp. Power input (w/o blower) Sound power Refrigerant 38.9 MBH 32.9 MBH 35.7 MBH 29.7 MBH 14.00 SEER 12.00 EER 86.1 °F 78.0 °F 63.0 °F 52.6 °F 51.7 °F 2.47 kW 76 dB(A) Refrigerant type R -410A Heat Pump Performance Ambient DB temp. HSPF Capacity @ 47 °F COP @ 17 °F COP @ 47 °F Capacity @ 17 °F 47 °F 8 36.00 MBH 2,20 3.35 19.00 MBH Heating Performance Entering DB temp. Heating output capacity (Max) Nominal electric heat Applied electric heat Installed Supply air Leaving DB temp. Air temp. rise Stages 60 °F 46.4 MBH 15 kW 13.6 kW Factory 1200 CFM 95.8 F. 35.8 °F 2 Supply Air Blower Performance Supply air Ext. static pressure Addl. Unit Losses (Options/Accessories) Blower speed Duct location Motor rating Actual required BHP Power input Elevation Drive type 1200 CFM 1.5 IWG 0.05 IWG 1227 RPM Side 1.50 HP 1.00 HP 0.93 kW 30 ft. BELT Outside Air Cfm Outside/Mixed Air 300 CFM Electrical Data Power supply Unit min iit ampacity 46x30.2 Amps Unit .avetxetarrent•rotest' _ 35 Amps Dimensions & Weight Hgt 33 in. Len 83 in. Wth 45 in. Weight with factory installed options 634 lbs. Right `Top 24 in. Front 24 in. 12 in. 72 in. Bottom 0 in. Le 24 in. Note: Please refer to the tech guide for listed maximu static pressures 11111 Akio 41) Unitary Sales Tool v1.6.9.0 Unit Model #: J03XNE15D41-11 NAA2B1 System: J03XNE15D4H1NAA2B1 3 Ton • Johnson Control Units are Manufactured at an ISO 9001 Registered Facility and Each Rooftop is Completely Computer -Run Tested Prior to Shipment. • Johnson Controls Units are Manufactured at an ISO 9001 Registered Facility and Each Rooftop is Completely Computer -Run Tested Prior to Shipment. Unit Features • Single Stage Cooling • Single Stage Cooling • 15 kW Two Stage Factory Installed Electric Heat • Either Supply and/or Retum can be Field Converted from Vertical to Horizontal Configuration without Cutting Panels. • Full Perimeter Base Rails with Built in Rigging Capabilities • Unit Cabinet Constructed of Powder Painted Steel, Certified At 1000 Hours Salt Spray Test (ASTM B-117 Standards) • Scroll Compressor • Motorized Damper • 1.5 HP High Static Belt Drive Blower • 2" Pleated Filters (MERV 8) • Solid Core Liquid Line Filter Driers • Replacement Filters: 2 - (15" x 20° x 1" or 2") and 1 - (14" x 25" x 1" or 2"). Unit accepts 1" or 2" wide filters. • Short Circuit Current: 5kA RMS Symmetrical • Through -the -Curb and Through -The -Base Utility Connections • Single Point Power Connection • Dirty Filter Indicator Switch • Retum Air Smoke Detector • Phase Monitor • Copper Tube/Aluminum Fin Condenser Coil, Copper Tube/Aluminum Fin Evaporator Coil • Galvanized Steel Drain Pan • Hinged & Tool Free Filter, Motor, and Electrical Access Panels B Controller • ' plicity SE Controller including Discharge Air, Return Air, and Outdoor Air emperature Sensors • Simplicity SE Controller including Discharge Air, Retum Air, and Outdoor Air Temperature Sensors Standard Unit Controller: Simplicity Control Board • An Integrated Low -Ambient Control, Anti -Short Cycle Protection, Lead -Lag, Fan On and Fan off Delays, Low Voltage Protection, On -Board Diagnostic and Fault Code Display. Allows all units to operate in the cooling mode down to 0 °F outdoor ambient without additional components or Intervention. • Safety Monitoring - Monitors the High and Low -Pressure Switches, the Freezestats, the Gas Valve, if Applicable, and the Temperature Limit Switch on Gas and Electric Heat Units. The Unit Control Board will Alarm on Ignition Failures, Safety Lockouts and Repeated Limit Switch Trips. Warranty • One (1) Year Limited Warranty on the Complete Unit • Five (5) Year Warranty - Compressors and Electric Heater Elements Information is subject to change without notice. Check local codes. Printed 03/29f201 m a Project Name: RTP- Sabey J03XNE15D4HINAA2B1 Consolidated Drawing 4 POINT CORNER LOADS (LBS) (BASE UNIT) N CO OD N 01 n 00 N N H ON 0A CIO A CO NN e-1 1D l0 rl LO 10 CO 0. 00 00 00A. V 40 2 z COOLING ONLY UNITS. m CO CO vs n n ul A N rf m 0' N N M r1 n A CO N M T vs u a W u u u CO n Ci. m n w COp .1 .1 m COu a N m 01 rn SO a CO a 0' M 7-17 00 u CO 01 Lel N a b 01 M u CO Ori 00 u LO LLI N 4.11 VI+ .-1 40 0 a N M 03 00 m 03 u a N CO N CON CO COCO N 00 00 00 N /30 u M CO 01 en n m En N 1.01 n m N m 03 N W 01 01 u LL N CO Let N N CD CO N CO N CV 00 00 1.0 u A N N n 00 N CO Ln 4-1 u .T1 CO u CO .1 mm Ln N 00CD Ln N V n L n N 01 N 00 a m u u u r 01 .~1 10 10 • 40 N .T1 CO C0 N a ✓ A 4-4 .--1 N n 10 X a n m CO 00 m 0000 X N V ✓ 1 V1 N N Ln N x -a en W • m� NN n bm CI. I- •.; CO .n1 TM 00 N m 0t 0 t0 017. 01 O. 01 01 T m Ln u V. HS WWpJ0.1 K.WO .4 Z ¢ X X u1 M 00 X C0 Printed 03/29/2017 hange without notice. Check local codes. m W ~ u C W r--- r- s•!'.24 - 77 �~ 3 ▪ CO 70 CI W • Y¢/1 � 1NW.1 CO CO 3 am ▪ 1nz1+�+}"} •~ c�a o ▪ z ce Lu WWu.141T • oJ0 1 g ^� 2 u W W ¢ . - - WOW . O N MM1- NN OW010H V HHO V 102- J VIE. 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Lateral Analysis: Johnson Controls J03XNE15D4H1 NAA2B1 (3 Ton) : Model: Operating WT.= 634 # (with factory installed options) Seismic Design: FP = ((0.4 ap St,s )x(1 + 2z/h)xWp}/(Rp/Ip) = FPM, = 1.6 Sim Ip Wp = FP MIN = 0.3 SQs ip Wp = 0.51 1.62 0.30 Wp Wp (Equation 13.3-2) Wp (Equation 13.3-3) Fp = 0.51 Wp = 332 lbs. From: aP = 2.5 RP = 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) 1.0 per ASCE 7-10 Section 13.1.3 37.0 ft. Comp. Attachment Height (z): Ip= Mean Roof Height (h): Ground Motion: SMS = Fa*Ss = 1.519 Sps = (2/3)*SMs = 1.013 Mech Unit: W = D= H= C.G. = Weight = 0.7 Fp = 44.880 82.190 32.550 16.000 650.00 SM1=F„*S1=0.860 Sm.! = (2/3)*SM1 in. in. (D>W) in. in. Center of Gravity lbs.( Unit Weight + Misc) 232 lbs. Check Overturning (ASD) : (Eq. 16-16) T1 = C1 = 0.7Fp* (C.G.) / 72" = (Eq. 16-16) T2 = C2 = 0.7Fp* (C,G.) / 36" = (Eq. 16-16) Res = (0.6-0.2SD$x0.7)x(Wp/2) = 52 103 149 0.573 WP = 650.0 lbs. 37.0 ft. lbs.--> No Uplift lbs.---> No Uplift tbs. (IBC 2015 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'B', 110 mph, 42 ft (Max. Height) Pnet = 0.00256(Kr) (Kit) (Coat) V2= 47.39 psf > 16 psf. : Eq. 16-35 KZ = 0.77 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 Kit = 2.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 Cnet = 1.00 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) V = 110.00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A Check Overturning (ASD) (ASD) : 'Fh1 = 0.6x(P1et) (Ai) (Eq. 16-15) T1 = C1 = 0.6x[Wind Load*W*H*[(H)/2] / 72" = (Eq. 16-15) Res = 0.6x(Unit Weight /2) = (ASD) : Fh2 = 0.6x(PTet) (Ar) = (Eq. 16-15) T2 = C2 = 0.6x[Wind Load*D*H*[(H)/2) / 36" = (Eq. 16-15) Res = 0.6x(Unit Weight /2) = (IBC 2015 Section 1605.3.1 Basic Combinations Equations) C6-41 7-,C1t2.7 01&. b%-ete 44. 288 lbs. 65 lbs.--> No Uplift 195 lbs. 528 lbs. 6: ' 239 lbs.---> Uplift 195 lbs. T •Z AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS NOTATION SCREW PROPERTIES Number Nominal Designation Dia., d, in. 0.0860 0.0990 0.1120 0.1250 0.1380 0.1510 0.1640 0.1900 0.2160 0.2500 d = nominal screw diameter dw = the larger of the screw head or washe diameter, but not larger than 1/2"(5116" M1N. FS= factor of safety= 3.0 Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat= allowable tension force per screw Pnt = nominal tension strength per screw PPot= pull-out force per screw r Pp0 = pull -over force per screw t, = thickness of member in contact with the screw head t2 = thickness of member not in contact with .the screw head Fu, = tensile strength of member in contact with the screw head Fu2 = tensile strength of member not in contact with the screw head #2 #3 #4 #5 #6 #7 #8 # 10 # 12 1/4 in. NOTE: - GAUGE METAL THICKNESS Gauge Thickness (in.) 25 ga. 0.019 22 ga. 0.028 20 ga. 0.035 18 ga. 0.045 16 ga. 0.057 14 ga. 0.071 12 ga. 0.102 Fu =45ksi min. 1.) Screw sizes smaller than # 2 or larger than 1/4" are not to be used. 2.) The tested shear capacity of the screw shall not be less than 1.25 Pns = 3.75 as 3.) The tested tension capacity of the screw shall not be Tess than 1.25 Pnt = 3.75 Pat. E6.3 Shear Pas = Pns/3 For t2/t1 <=1.0 Pas shall be taken as the smaller of Pas = 1.4 (t23 d)112Fu2 Pas = 0.9 t, d Fu, Pas = 0.9 t2 d Fu2 For t2/t, >=2.5 Pas shall be taken as the smaller of Pas = 0.9 t, d Fu, Pas =0.9t2d Fut For 1.0< t2/t, <2.5 Pas shall be determined by the linear interpolation between the above'two cases ALLOWABLE LOADS lbs. E6.4 Tension Pat = P nt/3 Pat shall be taken as the smaller of Pull - Out Pat = 0.283 t2 d Fu2 Pull - over Pat = 0.5 t, dw Fut Johnson It, Controls Series 5 (3-6 Ton Package) N543 Single Package R -410A Heat Pump Page: 8 Project Name: RTP- Sabey Unit Model #: J03XNE15D4H1NAA2B1 Quantity: 1 System: J03XN El 5D4H1NAA2B1 BACK OF UNIT RETURN* AIR SUPPLY" AIR 1RC0434 Roof Curb DUCT SUPPORT RAILS 2" TYP. COMPRESSOR AND CONDENSER • END OF UNIT 19-1/2" 37-1/4" DUCT SIZES: Supply Air = 19" x 19" Return Air =19" x 19" 1RC0434 Roof Curb Dimensions 73" • FRONT OF UNIT Supply and Return Air (including duct support rails) shown are typical for bottom duct applications. For location of horizontal duct applications (on back of unit). refer to Unit Dimensions details. Unitary Sales Tool v1.5.9.0 Infortnatlon is subject to change without notice. Check local codes. Printed 03/29/201�r Lateral Analysis: Johnson Controls J03XNE15D4HINAA2B1 (3 Ton) : Model: Operating WT.= 634 # (with factory installed options) Seismic Design: Fp = {(0.4 a, Sps )x(1 + 2z/h)xWp)/(Rp/Ip) _ F„,,, = 1.6 Sps Ip Wp = FP MIN = 0.3 Sps Ip Wp 0.51 1.62 0.30 Wp Wp (Equation 13.3-2) Wp (Equation 13.3-3) 0.51 Wp 383 lb. From: ap = 2.5 R, = 6,0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) IP= 1.0 per ASCE 7-10 Section 13.1.3 Mean Roof Height (h): 37.0 ft. Comp. Attachment Height (z): Ground Motion: Mech Unit: W = D= H= C.G. = Weight = Curb: W1 = D, = H, = Curb Weight = Sms = Fa*Ss = 1.519 Sps = (2/3)*Sms = 1.013 44.880 in. 82.190 in. (D>W) 32.550 in. 16.000 in. Center of Gravity 650.000 Ib.( Unit Weight + Misc) 37.000 in. 72.000 in. (D1>W,) 14.000 in. 100.000 Ib. 0.7 Fp = 268 lb. Check Overturning (ASD) : (Eq. 16-16) T1 = C1 = 0.7Fp* (C.G.)adj / 72" _ (Eq. 16-16) T2 = C2 = 0.7Fp* (C.G.)adj. / = (Eq. 16-16) Res = (0.6-0.2Spsx0.7)x(Wp/2) = (IBC 2015 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'B`, 110. mph, 42 ft (Max. Height) Pnet = 0.00256(1c) (K) (Cnet) V2= 47.39 psf > 16 psf. cti* WP = 750.0 37.0 ft. Sm, = F„*S1 = 0.860 Sm1 = (2/3)*Sm1 = 0.573 Ib. C.G. adj, = 26.933 in. Center of Gravity 100 Ib.-> No Uplift 200 Ib.--> Uplift 172 Ib. K� = Kn = Cnet = V= (ASD) : (Eq. 16-15) (Eq. 16-15) (Eq. 16-15) 0.77 2.00 1.00 110.00 ze. : Eq. 16-35 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 : Topographic Factor per ASCE 7-10 Section 26.8.2 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A Fh1 = 0.6x(Pnet) (W*H + WiH1) = 391 Ib. T, = C1 = 0.6xPnetxl(W*H*(H/2+H1)+W,*Hi2/2j / 72" = Fh2 = 0.6X(Pnet) (D*H + D1H1) = 727 Ib. T2 = C2 = 0.6XPnetX[(D*H*(H/2+H1)+D,*H12/21 / 36" = Res = 0.6x(Unit Weight /2) = (IBC 2015 Section 1605.3.1 Basic Combinations Equations) (.0) ° •rid = clT 121 :14- <14° etediio (41) X I 1141.>4 I,-‘ Alt 131 Ib.---> No Uplift 483 Ib.---> Uplift 7 225 Ib. Itra w�� PARTIAL ROOF PLAN Lic. : KW -06010224 Description : (e) truss wi new unit Sz 6( Elastic Modulus 1,600.0 ksi Span #1 Span Length = 25.0 ft Area = 16.50 inA2 Moment of inertia = 2,130.0 iO4 i D(0.16)S(0.2) i Span . 25.0 ft 1 Uniform Load : D = 0.160, S = 0.20 k/ft, Tributary Width = 1.0 ft Maximum Bending = 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 it ServIce.loads entered. Load Factors will be applied for calculations. 28.125 k -ft Maximum Shear = +D+S+H 12.500ft Span # 1 0.520 in 0.000 in 0.936 in 0.000 in Load Combination Location of maximum on span Span # where maximum occurs 577 0 320 0 ... 4.50 k +D+S-FF1 0.000 ft Span # 1 1' 0(0.16) S(0.2) i Z74 ( I + et7P 1,1r4 C j U Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.160, S = 0.20 Mt, Tributary Width =1.0 it "� Point Load : D 0290k470ft Maximum Bending 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 A6 29.149k -ft +D+S+H 12.250ft Span # 1 0.520 in 0.000 in 0.972 in 0.000 in. Maximum Shear = Load Combination Location of maximum on span Span # where maximum occurs 577 0 308 0 4.709 k +D+S+H 0.000 ft Span # 1 virriturr Alsr 141 vckvigs-r, Description ; 3 Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing : Douglas Fir - Larch Fb - Tension Fb - Compr Fc - Prll Fc - Perp ; No.2 Fv Ft Beam is Fully Braced against lateral -torsional buckling D(0.2) (o.iis)"-__._—.....__._ ooa o.iis_-._._._.._.__ ( ) ( .04V(0.05) i 900 psi 900 psi 1350 psi 625 psi 180 psi 575 psi E : Modulus of Elasticity Ebend- xx 1600ksi Eminbend -xx 580ksi Density 31.2pcf Repetitive Member Stress Increase 4x6 C', abs Alltetalft Point Load : D = 0.20, S = 0.1750 k na 3.750 ft Point Load: D=0.20, S=0.1750k�00ft Uniform Load : D = 0.040, S = 0.050 , utary Width = 1.0 ft Ifiat Maximum Bending Stress Section used for this sp fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Defl Max Upward Transient Deflect' Max Downward Total Deflection Max Upward Total Deflection atio 0.642 1 4x6 994.04 psi 1,547.33 psi +D+S+H 3.766ft Span # 1 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span = Span # where maximum occurs = on 0.101 in Ratio = 0.000 in Ratio = 0.196 in Ratio = 0.000 in Ratio = 948 >=360 0 <360 488 >=180 0 <180 Psi Load Combination +0+,8+11 t Span xaa, Max. "-" Dell Location in Span Load Combination Design OK" 0.196:1 4x6 40.50 psi 207.00 psi +D+S+H 0.000 ft Span # 1 Max. "+" Defl Location in Span Load Combination 3.971 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum Support 1 Support 2 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H 0.934 0.536 0.280 0.152 0.466 0,254 0.466 0.254 0.466 0.254 0.934 0.536 0.466 0.254 Description : under new unit Load Combination +D+0.750L+0.750S+H Support notation : Far left is #1 Values in KIPS Support 1 Support 2 +D+0.60W+H +D+0.70E+H +D40.750Lr40.750L40.450W+H +D+0.750 L40.750 S+0.45 0 W+H +D+0.750L+0.750S+0.5250E+H +0.60D40.60W+0.60H 40.60040.70E+0,60H D Only Lr Only L Only S Only W Only E Only H Only 0.817 0.465 0.466 0.254 0.466 0254 0.466 0.254 0.817 0.465 0.817 0.465 0.280 0.152 0.280 0.152 0.466 0.254 0.468 0.282 Description : {E) 016 w/ new unit Calculations per Load Combination Set : ASCE 7-10 Material Properties aza1��'tj��tryYN y 4�j1Jk�f:t F 7!iirj : . Licensee D.S. ENGINEERING PC Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade DF/DF : 24F - V4 Fb - Tension Fb - Compr Fc -Pill Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.75) 2400 psi 1850 psi 1650 psi 650 psi 265 psi 1100 psi E : 'Modulus of Elasticity Ebend-xx ' Eminbend - xx Ebend- yy Eminbend - yy Density 1800 ksi 950ksi 1600ksi 850 ksi 31.2pcf Beam self weight calcul '-d and a • to loads Uniform Load : D = 0.50, S = 0.6250 , Tributary Width = 1.0 ft Point Load : D = 0.750 k 0 10.0 ft Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : 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 Load Combination +D+S+FI Load Combination Span Kftb UNIT 0.886 1 Maximum Shear Stress Ratio 6.75x19.5 Section used for this span 2,246.16psi fv : Actual 2,534.61 psi Fv : Allowable +D+S+H 11.248ft Span # 1 0.527 in Ratio = 0.000 in Ratio = 1.016 in Ratio = 0.000 in Ratio = Load Combination Location of maximum on span Span # where maximum occurs 523 >=360 0 <360 271 >=180 0 <180 0.443 : 1 6.75x19.5 135.04 psi 304,75 psi +D+S+H 0.000 ft Span # 1 Max. -" Defl Location in Span Load Combination Max. "+' Defl Location in Span 1 1.0160 11.500 Support notation : Far left Is #1 0.0000 0.000 Values in KIPS Overall MAXanum Overall MINimum +D-++1 +D+L+N +D+S+H +D+0.750Lr+0.750L+H Support 1 Support 2 13.689 3.901 6.502 6.502 6.502 13.689 6.502 13.592 3,842 6.404 6.404 6.404 13.592 6.404 Load Combination Support 1 Support 2 Support notation : Far left is #1 Values in KIPS +D+0.750L+0.750S+H +D+0.60W+H +D+0.7QE+H +D+ 0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.6QD+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 11.893 6.502 6.502 6.502 11.893 11.893 3.901 3.901 6.502 11.795 6.404 6.404 6.404 11.795 11.795 3.842 3.842 6.404 7.188 7.188 1+ Lc. #t KW -06010224 Calculations per Load Combination Set : ASCE 7-10 Material Properties Licensee: D.S. ENGINEERING PC Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade DF/DF : 24F - V8 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 2400 psi 2400 psi 1650 psi 650 psi 265 psi 1100 psi E : Modulus of Elasficity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1800ksi 950ksi 1600ksi 850ksi 31.2 pcf D(0.5) 5(0.825) D(6.502) S(7.186) 6.75x39 Span =49.50 ft WIRAINidebr Beam self weight calculate. , d added to load Load for Span Number 1 Uniform Load : D = 0.50, S = 0.6250 , Tributary Width = 1.0 ft Load for Span Number 2 Uniform Load : D = 0.50, S = 0.6250 , Tributary Width = 1.0 ft Point Load : D = 6.502, S = 7.188 k 14.250 ft v rR' M fry Maximum Bending Stress Ratio Section used for this span fb : Actual FB : 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 Load Combination +D+S+H +D+S+Ff ar Load Combination Span 1 2 6.75x39 Span = 14.250 R Service loads entered. Load Factors will be applied for calculations. 1.009( 1 6.75x39 2,209.75 2,190.39psi +D+S+H 49.500ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.697 in Ratio = 852 -0.017 in Ratio = 19646>=360 1.313 in Ratio = 452>=180 -0.031 in Ratio = 11074 >=180 Max. " Defl 1.3127 0.2354 0.599: 1 6.75x39 182.48 psi 304.75 psi +D+S+H 46.458 ft Span # 1 Net - radtir Location in Span Load Combination 21.846 14.250 +D+S+H Support notation : Far Left is #1 Support 1 Support 2 Support 3 Overall MAXimum Overall MINimum +D+H 22.890 6.463 10.772 66.155 18.744 31.241 Max. "+" Defl 0.0000 -0.0309 Values in KIPS Location in Span 0.000 2.866 ic, # : KW -06010224: Description `. (E) GLB w/ new unit Load Combination +D+L+H Support notation : Far left is #1 Values in KIPS Support 1 Support 2 Support 3 +D+Lr+H +D+S+H +D+0.750Lr+0.750L4( +D+0.750L+0.750S+11 +0+0.60W+H +D+0.70E+H +D+0.750Lr+0.7501+0.450W+11 +D+0,750L+0.7505+0.450W+H +0+0.750L+0.750S+0.5250E41 +0,60D+0.60W+O.60H +0.60D+0.70E+O.60H D Only Lr Only L Only S Only W Only E Only H Only 10.772 10.772 22.890 10.772 19.860 10.772 10.772 10.772 19.860 19.860 6.463 6.463 10.772 31.241 31.241 66.155 31.241 57.426 31241 31.241 31.241 57,426 57.426 18.744 18.744 31.241 12.118 34,914 Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade DF/OF 24F - V8 Fb - Tension Fb - Compr Fc - PrII Fc - Perp Fv Ft Beam Bracing ; Beam is Fully Braced against lateral -torsional buckling 2400 psi 2400 psi 1650 psi 650 psi 265 psi 1100 psi E: Modulus of Elasticity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1800 ksi 950ksi 1600 ksi 850 ksi 31.2 pcf D(6.404) S 7 6 0.625 0 0.5 S 0.61 .15) S(8.125) 8.75)05 p 10 ft Span c?9 Service loads entered. Load 6. x,2.0 ft Span .== will be applied for calculations. Beam self weight calculand added to :.d Load for Span Number 1 Uniform Load : D = 0.50, S = 0.6250 , Tributary Width =1.0 ft Point Load : 0 = 6.404, S = 7.188 k 0.0 ft Load for Span Number 2 Uniform Load : D = 0.50, S = 0.6250 , Tributary Width =1.0 ft Load for Span Number 3 Uniform Load : D = 0.50, S = 0.6250 , Tributary Width = 1.0 ft Point Load : D = 7.150, S = 8.125 kx()12.0 ft rrm Maximum Bending Stress Ratio Section used for this span fb : Actual FB : 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 1=W4 f3 t ..,4):(\ft,aUf-2) r n l Y-- ��31' '- �i Desi n N.G. Maximum Shear Stress Ratio = 0.527 : 1 Section used for this span 6.75x36 fv : Actual = 160.47 psi 2,205.77ps1 Fv : Allowable = 304.75 psi +D+S+H Load Combination +D+S+H 0.000ft Location of maximum on span = 12.750ft Span # 2 Span # where maximum occurs = Span #1 0.402 in Ratio = 760>= -0,016 in Ratio = 38468>=360 0.761 in Ratio = 400>=180 -0.030 in Ratio= 20029>=180 Load Combination Span Max. "" Defl Location in Span Load Combination ° 4'4% Max. "+" Defl Location in Span +D+S+H +D+S+H +D+S+H 2 0.7612 0.4314 0.6839 0.000 25.210 12.000 +D+S+H 0.0000 -0.0300 00p0 0.000 2.521 2.521 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 58.067 58.829 16.372 16.547 27.286 27.578 27.286 27.578 27.286 27.578 58.067 58.829 27,286 27.578 50372' 51.017 27.286 27,578 27.286 27.578 27.286 27.578 50.372 51.017 50.372 51.017 16.372 16.547 16.372 16.547 27.286 27.578 Overall MINimum +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +0+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0,750S+0.5250E+H +0.60D+0.60W+O.60H +0.60D+0.70E+0.60H O Only Lr Only L Only S Only W Only E Only H Only 30.781 31.251 W • o� .ev ... Mi •• yyrmi•s+: !:t4, 94 "4 c..6 .54 = 3 .t.a'4l •41.1i •- •vi m A •.e ..e J1,N •W �'AQ Core AA b-.. Oo � MB11L o �, Ala-. 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O 4 ae0' ' - Y r u \\� a 1 Z sa 22 4V 1 a a 1 h `o •A 41 a 0 0 -A— h R 0 t } G i'ap,a '/61014A jsnat ss14 1 s4Ta1 s0e 69mt 44 M 4 740 JJL .10 C+ia,HL dl•Ja a 3 4� m 0 r. 8k my ; p„3o epp•�4i V.400so nvg9s j au 44€ 1<9r 4ovu win , can k } Ny ...x,'„ a44U.4s -- dPJ II g .2 m�Yl mit I t* 'Tg i-z5iigg° I: 32'; a • 2 2§! 1 go o.vis•1faS vw�z•ae,m�4•ie K+yv �� q ca e. -2-'• A . 1,36 Za" a ��r,$ o - ,o,4d A.:14 ,p -.fl O .POS P 9= April 19, 2017 City ,of Tukwila Department of Community Development KAYLENE NELSON 1221 SECOND AVE N KENT, WA 98032 RE: Correction Letter # 1 MECHANICAL Permit Application Number M17-0047 SABEY - 2811 S 102ND ST #220 Dear KAYLENE NELSON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a boundspecification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Engineers stamp are missing the current signature of the date signature signed. Provide all plan sheets signed and dated, including calculations front sheet all as mentioned in General Notes above. 2. City of Tukwila has not adopted the Seattle Building codes. Show all plan notes with code sections referencing all 2015 International codes including State of Washington energy codes as adopted by the City of Tukwila. Note: This permit plan review may not be complete as revised plans may require further corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. M17-0047 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0047 PROJECT NAME: SABEY DATE: 04/27/17 SITE ADDRESS: 2811 S 102 ST - SUITE 220 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: tat. A1.4) l Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/02/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/30/17 Approved Corrections Required ❑ Approved with Conditions ❑ 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 ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0047 DATE: 04/06/17 PROJECT NAME: SABEY SITE ADDRESS: 2811 S 102ND ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A COVPI 7 -- Building Division Fire Prevention Public Works ❑ Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/11/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 05/09/17 Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ti` , 1 `\7 Plan Check/Permit Number: (l'7 obLki El Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: A,\op?- �r S �b�r�al Project Address: � 9\-- `�� ZS6 Contact Person: (LW) 1 UCv LL i \ U/1 Phone Number: 2_53 -L3q—l` (47 Summary of Revision: 14(ioi P c( dcr.- o n Svu) iv -e J- S- urV1p kipttie Cl aneti rI Coc--- RECEIVED CITY DE TUKWIWF APR 2 7 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on )-7"" 1 7 W:\Permit Center\TemplatesWorms\Revision Submittal Form. doc Revised: August 2015 HERMANSON COMPANY LLP Home Espafiiol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 3 Search L&I A -Z Index Help My L.&I Workplace Rights Trades & Licensing HERMANSON COMPANY LLP Owner or tradesperson Principals NICOLAISEN, KNUT H, PARTNER/MEMBER BROCK, DANIEL L, PARTNER/MEMBER FOX, DEAN M, PARTNER/MEMBER HENGEL, STEPHEN A, PARTNER/MEMBER DYCKMAN, KENNETH A, PARTNER/MEMBER ROBINETT, PAUL J, PARTNER/MEMBER HERMANSON, RICHARD L, PARTNER/MEMBER ALMON, KEVIN, PARTNER/MEMBER (End: 08/05/2010) MACDONALD, JAMES, PARTNER/MEMBER (End: 08/05/2010) Doing business as HERMANSON COMPANY LLP WA UBI No. 602 004 844 1221 2ND AVE N KENT, WA 98032-2945 206-575-9700 KING County Business type Limited Liability Partnership Governing persons CORP HERMANSON LLC HERMANSON GROUP; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. HERMACLOO5BJ Effective — expiration 01/11/2000— 08/25/2018 Bond WESTERN SURETY CO Bond account no. 929381801 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 12101/2005 01/01/2006 Expiration date Until Canceled Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 5/5/2017 HERMANSON COMPANY LLP Insurance Valley Forge Ins Co Policy no. 6043050846 $1,000,000.00 Received by L&i Effective date 08/15/2016 08/21/2016 Expiration date 08/21/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 409,648-01 Account is current. Doing business as HERMANSON COMPANY LLP Estimated workers reported Quarter 1 of Year 2017 "Greater than 100 Workers" L&I account representative T4 / NIKKI BUTLER (360)902-4918 - Email: BUTQ235©Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 02/23/2016 Inspection no. 317939295 Location 15580 NE 31st St. Redmond, WA 98052 Inspection results date 05/21/2015 Inspection no. 317935231 Location 4480 154th PI NE Redmond, WA 98052 Inspection results date 12/10/2014 Inspection no. 317424935 Location 21601 76th Ave W. Edmonds, WA 98026 Inspection results date 05/17/2013 No violations No violations No violations Violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 5/5/2017 HERMANSON COMPANY LLP Inspection no. 316772151 Location 955 Broadway Tacoma, WA 98402 Page 3 of 3 U Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 5/5/2017 S10m 0 b12X100J) A AC ACH ACT AD ADD'L AFF AFG AHU ALUM AMP/AMPS AP ARCH BC BDD BF BHP BLDG BOD BOP BOT BS BTU BTUH CAP CBD CC CD CDWR CDWS CFM CHWR CHWS CLG COL CONC COND CONN CONT CONTR COORD COP CT CU CW DB DDC DEFL DEG DIA DMPR DN DOAS DWG EXH EA EAT EC EER EF EFF EL ELEC/ELECT EMCS ENT EQUIP ESP EWT EXIST EXH F FAC FD FDC FF FIC FIO FLA FLEX FLR FOB FOIC FOS FOT FP FPM FSD FT FUT FV G GA GALV GC GPM GRD GWB HD HORIZ HP HR HSPF HT HWTG HWR HWS HX HZ MECHANICAL ABBREVIATIONS AMPS AIR CONDITIONING AIR CHANGES. PER HOUR ACOUSTICAL CEILING TILE ACCESS DOOR ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM AMPERAGE ACCESS PANEL ARCHITECT BEADED COLLAR BACKDRAFT DAMPER BELOW FLOOR BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BIRD SCREEN / BLACK STEEL BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CAPACITY CALIBRATED BALANCING DAMPER CONTROLS CONTRACTOR CEILING DIFFUSER/CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING COLUMN CONCRETE CONDENSATE CONNECT/CONNECTED/CONNECTION CONTINUOUS/CONTINUATION CONTRACTOR COORDINATE COEFFICIENT OF PERFORMANCE COOLING TOWER CUBIC/CONDENSER UNIT DOMESTIC COLD WATER/CONDENSER WATER DUCTBOARD/DRY BULB/DECIBEL DIRECT DIGITAL CONTROL DEFLECTION DEGREE/DEGREES DIAMETER DAMPER DOWN DEDICATED OUTSIDE AIR SYSTEM DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE/END CAP/ELEC CONTRACTOR ENERGY EFFICIENT RATING EXHAUST FAN EFFICIENCY ELEVATION ELECTRICAL/ELECTRIC ENERGY MANAGEMENT CONTROL SYSTEM ENTERING EQUIPMENT EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING EXHAUST FAHRENHEIT FIRE ALARM CONTRACTOR FIRE DAMPER FIRE DEPARTMENT CONNECTION FINISHED FLOOR FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FULL LOAD AMPS FLEXIBLE FLOOR FLAT ON BOTTOM FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FIRE/SMOKE DAMPER FOOT/FEET FUTURE FACE VELOCITY GRILLE GAUGE/GALLON GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GRILLE/REGISTER/DIFFUSER GYPSUM WALL BOARD HEAD HORIZONTAL HORSEPOWER HOUR HEATING SEASONAL PERFORMANCE FACTOR HEIGHT HIGH WALL TRANSFER GRILLE HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER HERTZ BC CW D E EER MC N N WG PLV KW LAT LB/LBS LF/LIN FT LPG LPS LVG LWA LWG LWT MAX MAU MBH MCA MD MFR MISC MIN MPS MT MTD MUW NA NC NG/NGAS NIC NO NPW N -R OA/OSA OBD OD PCF PD PH POC P/PRESS PSI PSIG QTY R RA RD/RND REF REQ RESID RF RG RL RPM RS S SA SAT SD S/D S_C SEER SENS SL SM SPEC SO SOG SP SF SS STRUC TA TEMP TBD TOD TOS TOT TSP TSTAT TYP UH UNO V VD VEL VERT VFD VOL W WB WG W/ W/O W/SF WSEC NTERNATIONAL BUILDING CODE NDUSTRIAL COLD WATER NSIDE DIAMETER/DIMENSION NVERT ELEVATION NTEGRATED ENERGY EFFICIENCY RATIO NTERNATIONAL MECHANICAL CODE NCHES NCHES WATER GAUGE NTEGRATED PART LOAD VALUE KILOWATTS LEAVING AIR TEMPERATURE POUND/POUNDS LINEAL FOOT/FEET LIQUID PROPANE GAS LOW PRESSURE STEAM LEAVING SOUND POWER RATING LEVEL (IN DB) LOW WALL GRILLE LEAVING WATER TEMPERATURE MAXIMUM MAKE UP AIR UNIT 1000 BRITISH THERMAL UNITS/HOUR MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MANUFACTURER MISCELLANEOUS MINIMUM/MINUTE MEDIUM PRESSURE STEAM MOUNT MOUNTED MAKE-UP WATER NOT APPLICABLE NORMALLY CLOSED/NOISE CRITERIA NATURAL GAS NOT IN CONTRACT NORMALLY OPEN/NUMBER NON -POTABLE WATER NON-RESIDENTIAL OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIAMETER/DIMENSION POUNDS PER CUBIC FOOT PRESSURE DROP PHASE POINT OF CONNECTION PRESSURE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QUANTITY RETURN GRILLE/RELOCATED/RETURN RETURN AIR ROUND REFERENCE REQUIRED RESIDENTIAL RELIEF REFRIGERANT DISCHARGE GAS REFRIGERANT LIQUID REVOLUTIONS PER MINUTE REFRIGERANT SUCTION SUPPLY SUPPLY AIR SATURATION/SUPPLY AIR TEMPERATURE SMOKE DETECTOR SLIP & DRIVE CONNECTION SEATTLE CODE SEASONAL ENERGY EFFICIENCY RATING SENSIBLE SOUND LINED SHEETMETAL SPECIFICATION SCREENED OPENING SLAB ON GRADE STATIC PRESSURE SQUARE FEET STAINLESS STEEL STRUCTURAL TRANSFER AIR TEMPERATURE/TEMPORARY TO BE DETERMINED TOP OF DUCT TOP OF STEEL/TOP OF SLAB TOTAL TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLT VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VOLUME WRAPPED DUCT WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT WASHINGTON STATE ENERGY CODE MECHANICAL LEGEND (10X10 10X�Ial 10X10 ji 10X1 flOXlo E ,10X10 10X10 ,10X10 , 100 I , 100 O b12X1O4fJ CD 100 1 100 R/D� 2 (s) OM RECT SUPPLY AIR DUCT U P/TOWARD RECT SUPPLY AIR DUCT DN/AWAY RECT EXHAUST OR RETURN DUCT UP/TOWARD RECT EXHAUST OR RETURN DUCT DN/AWAY ROUND DUCT - UP/TOWARD ROUND DUCT - DN/ AWAY FLATOVAL DUCT - UP/ TOWARD FLATOVAL DUCT - DN/ AWAY DUCT OVERLAP BOOT TAP 45' TAP VOLUME DAMPER CALIBRATED BALANCING DAMPER RISE(R) & DROP(D) TRANSITION TURNING VANES/SPLITTERS DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW (FORCED AIR) �16X160DSL a1 MO CD1-100 80 E3HT T'STAT/TEMP SENSOR HUMIDITY SENSOR sD SMOKE DETECTOR sP STATIC PRESSURE SENSOR COMBINATION FSD FIRE DAMPER SMOKE DAMPER MOI OR OPERATED DAMPER ACCESS DOORS SOUND TRAP FLEX CONNECTION ACOUSTICALLY LINED DUCT OD = OUTSIDE DIMENSIONS SL = SOUND LINING (THICKNESS) FABRIC DUCT CLEARANCE SUPPLY AIR DIFFUSER (WITH CORE BLANKOFF) CEILING RETURN, TRANSFER OR EXHAUST AIR GRILLE SLOTTED DIFFUSER (PLAN VIEW) REVISION CLOUD & TRIANGLE ROUND DUCT SYMBOL FLATOVAL DUCT SYMBOL DEGREES SYMBOL POINT OF CONNECTION GRD TAG IDENTIFIER = TYPE -CFM SIZE CARBON DIOXIDE SENSOR ()CARBON MONOXIDE SENSOR EXISTING DUCTWORK • DEMO DUCTWORK 0 z z � z z z z z ® z z z z 6 Z---CHWS /CHWR-5 RL/RS-5 NG -5 LPG -5 z-CDWS /CDWR-5 a--HWS/HWR-5 2- COND -5 r-- FOV -3 FOS / FOR -5 z-- RDG -5 MECHANICAL GENERAL NOTES 1. WORK SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2015 IBC, 2015 WSEC, 2015 IMC & 2005 SEATTLE BOILER AND PRESSURE VESSEL CODE. 2. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNO. 3. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. 4. VERIFY EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNO. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DUCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2" CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE OUTSIDE DIMENSIONS BEFORE SOUND LINING HAS BEEN ACCOUNTED FOR (SOUND LINING ® 1", UNO) 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY VENTS, STREETS, LOADING DOCK, NEIGHBORING LOT LINES & FUEL BURNING EQUIPMENT OR 3 FEET BELOW OR 25' ABOVE ANY CONTAMINANT SOURCE WITHIN 10 FEET. 11. ALL AIR ECONOMIZERS SHALL BE CAPABLE OF THE FOLLOWING PER C403.3.1 & C403.2.4.7: - 0% TO 100% OF THE DESIGN SUPPLY AIR WITH FAULT DETECTION & DIAGNOSTIC REPORTING. -CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. - INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE CLASS 1 AND EQUIPPED WITH MOTORIZED (OR GRAVITY PER EXCEPTIONS IN C403.2.4.3) DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE, UNO FOR SMOKE CONTROL SYSTEM OPERATION 13. THE CONTROL SYSTEM SHALL MEET C403 AND BE PROGRAMMABLE, CAPABLE OF BEING SET FOR DIFFERENT DAY TYPES PER WEEK, DEADBAND SETTING OF AT LEAST 5'F (10'F FOR RESIDENTIAL), BETWEEN THE HEATING AND COOLING SETPOINTS AND SETBACK TEMPERATURES WITH OPTIMAL START CONTROL. CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE OF VARYING FLOWS AND RESETTING SUPPLY AIR & WATER TEMPERATURES BY REPRESENTATIVE BUILDING LOADS WHERE REQUIRED IN C403.4. 14. WHERE REQUIRED BY C408, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. 15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE SMACNA AND ASCE 7. ALL LIFE SAFETY OR HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN Ip=1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS. REFER TO CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEISMIC HAZARD B. WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17. PROVIDE FIRE AND COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. 18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING >2000 CFM (INCLUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH A TOTAL SUPPLY >2000 CFM) OR EACH STORY OF RETURN SYSTEMS OVER 15,000 CFM IN A MULTI -STORY INSTALLATION, PER CODE. SMOKE DETECTORS SHALL BE FIC (ELEC) UNO. POWER -WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. VAV BOX (WITH FAN) SHUTDOWN CAN BE THROUGH CONTROLS SYSTEM. 20. MECHANICAL ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. MOTOR EFFICIENCIES TO MEET OR EXCEED CODE MINIMUM. 22. FOR ALL "SEALED AIR TIGHT" OR PRESSURIZED SHAFTS/ROOMS, THE FOLLOWING SHALL OCCUR: -ALL VERTICAL JOINTS & CORNERS SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT (BY GC). -TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). -ANY FLOOR DECKING PERPENDICULAR TO THE CONSTRUCTION SHALL BE CAULKED (BY GC). FILLING WITH ROCK WOOL IS NOT ACCEPTABLE. -ANY PENETRATIONS OF THE CONSTRUCTION (DUCTWORK CONDUIT PIPING ...) SHALL BE SEALED ON BOTH SIDES -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS AND THRESHOLD SWEEPS, AND OPEN AGAINST THE DIRECTION OF PRESSURE. -USE SECTION 909.5 OF THE 2012 IBC FOR MAX ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. 23. ALL ADHESIVES, SEALANTS, PAINTS AND COATINGS USED DURING THE INSTALLATION/FINISH WORK SHALL MEET THE LEED REQUIREMENTS FOR IEQ. 24. MAXIMUM STANDARD LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET; UP TO 25' MAXIMUM LENGTH IS ACCEPTABLE IF; REFER TOTINSTALLATION TESTED NOT SUPPORTOREQIS REMENTSDFLEXIBLE DUCTETFAMEBSPREADMRATINGI SIZE 8c DO NOT EXCEED DEVELOPEDRATING SHALL BE < 50. USE THERMAFLEX MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. 25. ELECTRICAL METERING OF SYSTEMS AS REQUIRED BY ENERGY CODE SECTION C409 IS BY ELECTRICAL. THE ELECTRICAL DESIGN & CONTRACTOR TEAM WILL FURNISH THE NECESSARY ELECTRICAL DISTRIBUTION AND METERING COMPONENTS - SEE ELECTRICAL DRAWINGS. THE MECHANICAL CONTRACTOR WILL FURNISH A BUILDING MANAGEMENT SYSTEM CAPABLE OF COLLECTING AND STORING THE INFORMATION WITH A VISIBLE DISPLAY/NOTIFICATION R 'DI Y ACC SSIBL TI O' E'ATI I N 'ND MANAGE ENT P RS I N EL AS REI UIRED WALL -MOUNTED GRILLE PIPE ELBOW UP PIPE ELBOW DN DIRECTION OF FLOW DIRECTION OF SLOPE DOWN PLUG OR CAP PRESS REDUCING ASSEMBLY SOLENOID VALVE PUMP CHILLED WATER SUPPLY/RETURN REFRIGERANT LIQUID/SUCTION NATURAL GAS LIQUID PROPANE GAS CONDENSER WATER SUPPLY/RETURN HEATING WATER SUPPLY/RETURN CONDENSATE FUEL OIL VENT FUEL OIL SUPPLY/RETURN REFRIGERANT DISCHARGE GAS MINIMUM CT INSULATION LAST UPDATED 07/11/16 DUCT TYPE DUCT LOCATION (IN HEATED AND MECHANICALLY COOLED DUCT SYSTEM) INSULATION R -VALUE REMARKS SUPPLY & RETURN NOT WITHIN CONDITIONED SPACE: OUTSIDE BUILDING R-8 1,2,3 OUTSIDE AIR WITHIN CONDITIONED SPACE: INSIDE BUILDING SEE NOTES 4 & 5 1,2,3,4,5 SUPPLY & RETURN NOT WITHIN CONDITIONED SPACE: INSIDE BUILDING R-6 1,2 SUPPLY AIR <55° OR >105° WITHIN CONDITIONED SPACE R-3.3 1,2 1 REFER TO C403.2.8 FOR FURTHER REQUIREMENTS & ALSO R403 FOR RESIDENTIAL INSTALLATIONS 2 INSULATED COOLED DUCTS REQUIRED A VAPOR RETARDER (PERM < 0.5) AND SEALED JOINTS 3 WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS 4 INSULATE OUTSIDE AIR DUCTS TO BUILDING EXTERIOR WALL LEVEL PER ENERGY CODE SECTION: C403.2.8.1 UNTIL CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (AND i" THICK INSULATION MIN. TO PREVENT CONDENSATION ON DUCTS IN PLENUM UP TO THE HEATING OR COOLING EQUIPMENT) 5 R-7 CAN BE USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND <2,800 CFM SUPPLY DRAWING INDEX SHEET NO. SHEET TITLE CURRENT REVISION CONDUCTIVITY RANGE MEAN TEMP RATING °F M0.00 LEGEND, ABBREVIATIONS, GENERAL NOTES, & SHEET INDEX - HVAC 1 M0.01 SCHEDULE SHEET - HVAC HEATING SYSTEMS (STEAM, CONDENSATE, HYDRONIC HOT WATER, DOMESTIC HOT WATER & RECIRC) M2.02 PARTIAL 2ND FLOOR PLAN - HVAC 250 M2.R1 PARTIAL ROOF PLAN - HVAC 5.0 5.0 5.0 251-350 0.29-0.32 200 3.0 APN NUMBER 0423049190 LEGAL DESCRIPTION PORTION OF SE 1/4 - BEGIN SW CORNER OF GOV LOT 11 IN SE 1/4 OF SECTION 04-23-04 TH S 89-22-06 E 988.27 FT TH N 14-45-08 W 477.09 FT TO INTERSECTION WITH N LINE OF S 460 FT OF GOV LOT 11 & NELY MARGIN OF PRIMARY STATE HIGHWAY NO 1 TH N 14-45-08 W 689.81 FT TO SWLY MARGIN OF 200 FOOT SEATTLE TRANSMISSION LINE TH N 14-45-08 W 22.70 FT TAP OF SPIRAL CURVATURE TH CONTINUING ALONG NELY MARGIN ALONG SPIRAL CURVE TO LEFT THE CHORD BEARING N 15-07-51 W 152.94 FT TAP OF SIMPLE CURVATURE TH ALONG NE MARGIN NWLY 340.67 FT ALONG ARC OF NON TANGENT CURVE TO LEFT RADIUS OF 3970 FT RADIUS POINT BEARING S 74-07-22 W THRU C/A OF 04-55-00 TH CONTINUING ALONG SAID NELY MARGIN N 11-24-57 E 327.11 FT TO POINT OF BEGINNING TH N 11-24-57 E 61.40 FT TAP OF SIMPLE CURVE TH CONTINUING ALONG SAID NELY MARGIN NWLY 191.94 FT ALONG ARC OF NON TANGENT CURVE TO LEFT RADIUS OF 4190 FT RADIUS POINT BEARING S 64-42-23 W THRU C/A OF 02-37-29 TH N 27-01-05 E 89.78 FT TH N 48-11-59 E 442.51 FT THS 41-52-02 E 881.11 FT TH S 48-05-28 W 406.87 FT TH N 41-52-51 W 627.47 FT THS 48-11-44 W 218.98 FT M/L TO POB - (PORTIONS OF LOTS 1 & 2 OF K C SHORT PLAT NO 588023 RECORDING NO 9006050697 - - LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L96-0002 RECORDING NO 9707090733 Hermanson Building Today, Defining Tomorrow Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ SABEY RTP PROVIDENCE HEALTH AND SERVICES 2811 S. 102ND ST., SUITE 250 SEATTLE, WA 98168 � .RATEz; ER :QUIR , FO VICINITY MAP NO SCALE FILE COPY Permit No. V\ t1- OO' -'l Plan r Vi.,9w ippfoar? ir..3 Subject to errors and or. sslo,,, Approvai of CoriSiri Giio i dof:1I-ient:5 does not iaa�fo is . AIRhe violation of any adopted code or ordinance. Recr l3 MINIMUM PIPE INSULATION LAST UPDATED: 07/11/16 FLUID DESIGN OPERATING TEMP °F INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (INCH) CONDUCTIVITY RANGE MEAN TEMP RATING °F <1 1 TO <1-1/2 1-1/2 TO <4 4 TO <8 >8 HEATING SYSTEMS (STEAM, CONDENSATE, HYDRONIC HOT WATER, DOMESTIC HOT WATER & RECIRC) >350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 105-140 0.21-0.28 100 1.0 1.0 1.5 1.5 1.5 DOMESTIC COLD WATER AND HORIZONTAL RAIN LEADERS TO FIRST VERTICAL RAIN LEADER (TO PREVENT CONDENSATION) N/A 0.21-0.27 75 0.5 0.5 0.5 0.5 0.5 COOLING SYSTEMS (CHILLED WATER, BRINE AND REFRIGERANT, WATERSIDE ECONOMIZER SYSTEMS)** 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 <40 0.20-0.26 75 0.5 1.0 1.0 1.0 1.5 NOTE: * NOT REQUIRED FOR STRAINERS, CONTROL VALVES & BALANCING VALVES ASSOCIATED WITH PIPING 1" OR LESS IN DIA. ** TYPICAL CONDENSER WATER PIPE IN NON -ECONOMIZER SYSTEMS IS NOT INSULATED SEE R403 FOR RESIDENTIAL INSTALLATIONS. By: (Lvvyl9- s/s//-7 Date: City of T akwila BUILDING DIVISION REVISIONS SITE MAP NO SCALE CORRECTION LTR# RECEIVED CITY OF TUKWILA EXP: 01 /29/2018 Revisions A04/27/17 DWN PERMIT REVISION 03/31/17 DWN ISSUE FOR PERMIT No. Date By Description Design Design Team DWN Drawn FVP Checked DTN Project Number 11-17-10344 Issue Date 03/31/17 LEGEND, ABBREVIATION, GENERAL NOTES & SHEET INDEX- HVAC APR 2 7 2017 PERMIT CENTER n , REVIEVLED FCR t'ODE COMPLIANCE APPInVED MAY Q12011 City ofukwktW a,� ILOtK MOO. No changes shall iia made to the scope of work withcl.: prior approval of ' Thk ,.,,ia By ding Division. I NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 ISSUE FOR PERMIT M0.00 EXISTING SERIES FAN POWERED VAV BOX SCHEDULE LAST UPDATED: 03/31/17 UNIT TAG LOCATION SERVES TRANE BASIS OF DESIGN INLET SIZE FAN CFM VALVE CFM MOTOR ELECTRIC HEATING COIL WEIGHT LBS REMARKS MAX MIN DCV MIN HP V/PH MAT LAT KW STGS V/PH VAV-201 2ND FLOOR OPEN OFFICE VSEE- 24202P 12 1020 1020 '' 205 - 1/2 277/1 67.0 82.4 10.0 2 277/1 - 4 VAV-202 2ND FLOOR OFFICE/CONF VCCF- 16 16 - 950 370 - - - - - T -BAR - - - 4 VAV-203 2ND FLOOR CONFERENCE VCCF- 12 12 - 600 205 - - - - - :••0 - - - 4 VAV-204 2ND FLOOR GRIEF RM VCCF- 10 10 - 600 150 - - - - - 1, 5, 7/8, 9 - - - 4 VAV-205 2ND FLOOR OFFICES VCCF- 14 14 - 460 275 - - - - - TITUS 50F-3 - - - 4 VAV-206 2ND FLOOR OPEN OFFICE VCCF- 14 14 - 630 275 - - - - - - - - 4 VAV-207 2ND FLOOR OPEN OFFICE VSEE- 24202P 12 900 900 205 - 1/2 277/1 66.6 84.1 10.0 2 277/1 - 4 VAV-208 2ND FLOOR OPEN OFFICE VCCF- 14 14 - 850 275 - - - - - - - - 4 VAV-209 2ND FLOOR OPEN OFFICE VCCF- 14 14 - 760 275 - - - - - - - - 4 VAV-210 2ND FLOOR OPEN OFFICE VSEE- 24202P 12 740 740 205 - 1/2 277/1 65.8 87.1 10.0 2 277/1 - 4 VAV-211 2ND FLOOR OPEN OFFICE VSEE- 17152P 10 580 580 150 - 1/3 277/1 66.1 87,8 8.0 2 277/1 - 4 VAV-212 2ND FLOOR OPEN OFFICE VSEE- 24202P 12 1025 1025 205 - 1/2 277/1 67.0 82.3 10.0 2 277/1 - 4 VAV-213 2ND FLOOR TRAINING VCCF- 10 10 - 600 200 - - - - - - - - 4,6 VAV-214 2ND FLOOR CONFERENCE VCCF- 10 10 - 870 290 - - - - - - - - 4,6 VAV-215 2ND FLOOR TRAINING VSEE- 24202P 12 1150 1150 415 - 1/2 277/1 64.6 91.9 10.0 2 277/1 - 4,6 VAV-216 2ND FLOOR CONFERENCE VCCF- 8 8 - 300 90 - - - - - - - - 1,2,3 1 DISCONNECT BY ELECTRICAL 2 SINGLE DUCT TERMINAL UNIT W/O HEAT - SIZE AS LISTED, PRESSURE INDEPENDENT, FACTORY OPTIONS INLCUDE: - UNIT CONTROLS AND AUTO CHANGEOVER THERMOSTAT BY CONTROLS CONTRACTOR - MATT FACED INTERNAL INSULATION TO AIRSTREAM - 24V TRANSFORMER, 50 VA MIN RATING 3 NEW UNIT 4 EXISTING UNIT TO REMAIN - REBALANCE AS NOTED 5 EXISTING UNIT - RELOCATE AND REBALANCE AS SHOWN ON DRAWINGS 6 PROVIDE DEMAND CONTROL VENTILATION (CO2 @ 1,000 PPM MAX) WITH SPACE/ZONE VALVE AIR CFM RESET AND SYSTEM LEVEL VENTILATION AIR DECREASE PER ASHRAE MULTI SPACE CALCS HEAT PUMP SCHEDULE LAST UPDATED: 3/31/17 UNIT TAG LOCATION SERVES BASIS OF DESIGN SUPPLY CFM OSA CFM ESP IN WG COOLING CAPACITY MBH HEATING CAPACITY MBH ELECTRICAL SOUND DBA WEIGHT LBS REMARKS TOTAL SENS SEER EER TOTAL' HSPF COP HP MCA V/PH AHU-2 ROOF TRIAGE YORK J03XNE15D4 1,200 175 0.50 38.9 32.9 14.0 12.0 36.0 8 3.35 1 1/2 30.2 460/3 76 634 1-9 1,2,3,4,5 DT4 TITUS MCD MODULAR 12 500 12 X 12 24 X 24 350 T -BAR ST FFI 1,2,3,4,5 DT5 TITUS MCD MODULAR 12 600 14 X 14 24 X 24 24 x 12 GENERAL GENERAL 1 2 3 4 5 6 7 8 9 ALL TRADES TO CONFIRM EQUIPMENT REQUIREMENTS (ELECTRICAL, WEIGHT, SIZE, ETC...) WITH APPROVED SUBMITTALS PRIOR TO INSTALLATION; FIELD COORDINATE FINAL LOCATION & INSTALL PER MANUFACTURERS REQUIREMENTS UNIT CAPACITY RATED AT 85/67 OUTSIDE AIR DESIGN TEMPERATURES ELECTRICAL CONTRACTOR TO PROVIDE SCCR PROTECTION FOR EQUIPMENT AS REQUIRED BY NATIONAL ELECTRICAL CODE. MANUFACTURER TO PROVIDE SCCR LISTING (5 KAIC MINIMUM) INSIDE CONTROL PANEL AS REQUIRED BY NATIONAL ELECTRICAL CODE. PROVIDE FULL ECONOMIZER (ENTHALPY) CYCLE. WITH (BAROMETRIC) RELIEF SYSTEM MINIMUM UNIT EFFICIENCY TO MEET THE ENERGY CODE TABLE C403 PROVIDE WITH SUPPLEMENTAL ELECTRIC HEATER (15 KW) IN UNIT FOR OPERATION DURING DEFROST MODE OUTSIDE AIR INDICATES MINIMUM CFM PER ASHRAE. TAB WORK MUST MEET OR EXCEED INDICATED QUANTITY. SMOKE DETECTORS PROVIDED (BY MECHANICAL) AND INSTALLED (BY ELECTRICAL) IN THE RETURN AIR. PROVIDE WITH MERV 13 FILTERS PROVIDE WITH ROOF CURB 1RC0434 PROVIDE STAND-ALONE DIGITAL 7 -DAY THERMOSTAT / FULL DDC CONTROL MODULAR DIFFUSER SCHEDULE LAST UPDATED: 03/27/17 UNIT TAG BASIS OF DESIGN TYPE NECK SIZE IN DIA MAX CFM CORE SIZE FACE SIZE NC MOUNTING MATERIAL REMARKS DT1 TITUS MCD MODULAR 6 110 6 X 6 24 X 24 TITUS 50F-8 T -BAR STEEL 1,2,3,415 DT2 TITUS MCD MODULAR 8 230 8 X 8 24 X 24 T -BAR T -BAR STEEL 1,2,3,4,5 DT3 TITUS MCD MODULAR 10 350 10 X 10 24 X 24 1, 5, 7/8, 9 T -BAR STEEL 1,2,3,4,5 DT4 TITUS MCD MODULAR 12 500 12 X 12 24 X 24 350 T -BAR ST FFI 1,2,3,4,5 DT5 TITUS MCD MODULAR 12 600 14 X 14 24 X 24 24 x 12 T -BAR STEEL 1,2,3,4,5 DT6 TITUS MCD MODULAR 14 :••0 16 X 16 24 X 24 R6 T -BAR STEEL 1,2,3,4,5 DT7 TITUS MCD MODULAR 16 1,120 18 X 18 24 X 24 18 T -BAR STEEL 1,2,3,4,5 1, 5, 7/8, 9 R8 TITUS 50F-3 2,400 20 T -BAR 24 x 48 ALUMINUM 1, 5, 7/8, 9 R9 TITUS 50F-3 GENERAL ALL TRADES TO CONFIRM EOUIPMENT REOUIREMENTS (ELECTRICAL. WEIGHT. SIZE. ETC...) WITH APPROVED SUBMITTALS PRIOR TO INSTALLATION; FIELD COORDINATE FINAL LOCATION &INSTALL PER MANUFACTURERS REQUIREMENTS 1 RUN OUT SIZE SAME SIZE AS DIFFUSER NECK SIZE, U.N.O. ON DWGS. 2 ALL DIFFUSERS TO HAVE SIDE INLET SHEE i METAL CAN PLENUM IF < 1.5 DIA STRAIGHT FLEX AVAILABLE FOR TOP INLET 3 ECCO MFG DIFFUSER CAN TO HAVE PERFORATED INTERIOR PLATE (AND 1" SOUNDLINING IF SPACE _5. NC -30 OR SAT < 55°F) 4 STANDARD WHITE POWDER COAT 5 PROVIDE FRAME 3P, LAY -IN TYPE. 6 PROVIDE SURFACE MOUNTING FRAME MODEL TRM-S FOR GRILLE REMOVAL & INSTALLATION IN HARD LID CEILING 7 WHERE VOLUME DAMPERS ARE NOT ACCESSIBLE, PROVIDE HAND HOLE ACCESS OR YOUNGS REGULATOR WITH CEILING PLATE OR DURODYNE CABLE OPERATED DAMPER WITH CABLE ROUTED INSIDE DUCT & ADJUSTMENT THROUGH GRILLE FACE TRANSFER / RETURN I EXHAUST AIR GRILLES LAST UPDATED: 3/31/2017 UNIT TAG BASIS OF DESIGN MAX CFM NECK SIZE IN DIA MOUNTING FACE SIZE MATERIAL REMARKS EC1 TITUS 50F-8 500 -- — T -BAR 24 x 12 ALUMINUM 2,9 EC2 TITUS 50F-8 1,000 T -BAR 24 x 24 ALUMINUM 2,9 EC3 TITUS 50F-8 2,000 -- -- T -BAR 24 x 48 ALUMINUM 2,9 R1 TITUS 50F-3 110 6 T -BAR 24 x 12 ALUMINUM 1, 5, 7/8, 9 R2 TITUS 50F-3 230 8 T -BAR 24 x 12 ALUMINUM 1, 5, 7/8, 9 R3 TITUS 50F-3 350 10 T -BAR 24 x 12 ALUMINUM 1, 5, 7/8, 9 R4 TITUS 50F-3 600 12 T -BAR 24 x 12 ALUMINUM 1, 5, 7/8, 9 R5 TITUS 50F-3 900 14 T -BAR 24 x 24 ALUMINUM 1, 5, 7/8, 9 R6 TITUS 50F-3 1,200 16 T -BAR 24 x 24 ALUMINUM 1, 5, 7/8, 9 R7 TITUS 50F-3 1,600 18 T -BAR 24 x 24 ALUMINUM 1, 5, 7/8, 9 R8 TITUS 50F-3 2,400 20 T -BAR 24 x 48 ALUMINUM 1, 5, 7/8, 9 R9 TITUS 50F-3 3,000 22 T -BAR 24 x 48 ALUMINUM 1, 5, 7/8, 9 R10 TITUS 50F-3 3,200 24 T -BAR 24 x 48 ALUMINUM 1, 5, 7/8, 9 GENERAL ALL TRADES TO CONFIRM EQUIPMENT REQUIREMENTS (ELECTRICAL, WEIGHT, SIZE, ETC...) WITH APPROVED SUBMITTALS PRIOR TO INSTALLATION; FIELD COORDINATE FINAL LOCATION &INSTALL PER MANUFACTURERS REQUIREMENTS 1 RUNOUT SAME AS DWG NECK SIZE U.N.O. ON DWG 2 CORE ONLY - LAY -IN 3 SURFACE MOUNT FRAME 4 CHANNEL FRAME - LAY -IN 5 T -BAR LAY -IN 6 PROVIDE OPPOSED BLADE DAMPER (OBD) 7 PROVIDE DUCTBOARD PLENUM 8 PROVIDE SHEETMETAL PLENUM 9 STANDARD #26 WHITE FINISH 10 PROVIDE ALUMINUM GRILLES IN SHOWERS/HUMID AREAS 11 ALL NON-FERROUS MATERIALS IN MRI ROOMS 12 WHERE VOLUME DAMPERS ARE NOT ACCESSIBLE, PROVIDE HAND HOLE ACCESS OR YOUNGS REGULATOR WITH CEILING PLATE OR DURODYNE CABLE OPERATED DAMPER WITH CABLE ROUTED INSIDE DUCT & ADJUSTMENT THROUGH GRILLE FACE A Mo0a� REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 7 2017 PERMIT CENTER ISSUE FOR PERMIT Hermanson Building Today, Defining Tomorrow Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg j: HERMACL005BJ SABEY RTP PROVIDENCE HEALTH AND SERVICES 2811 S. 102ND ST., SUITE 250 SEATTLE, WA 98168 EXP: 01/29/2018 Revisions 03/31/17 DWN ISSUE FOR PERMIT No. Date By Description Design Design Team DWN Drawn FVP Checked DTN Project Number 11-17-10344 Issue Date 03/31/17 SCHEDULE SHEET - HVAC M0.01 l -I EC2 DT5-5 5 12"0 VAV-211 VAV-210'. f VAV'-2 24"0 139 6"o DT4-450 VAV-214 c o u orz"o ..... _ . - ", VA'.2Cg DT2-200 8n0(TYP ..4) 101 VAV 213 1097 VAV-206 VAV-205 DT2-150 8"0' i7P GENERAL NOTES: 1. MOUNT T—STATS ON EXTERIOR WALLS ON INSULATED SUB—BASE. 2. USE EXISTING SUPPLY DUCT WHENEVER POSSIBLE GIVEN CORRECT SIZING. PLAN NOTE: 01 CONNECT 8" EXHAUST TO EXISTING BUILDING EXHAUST AT RESTROOM CORE. .11 DT2-150 8"0 /AV -204 DT1-50 6"0! VAV-203 14O"ODSL RA :SOT; 01 DT3-250 1 o"o(TY SOUTH STAIR I'I 0 N 0 1.......1 31c:;:.:::a DN T1OH 1193 .................... T 20"0 1....1.3.8 '..:.....- �_ ......... 1...._I...� PARTIAL 2ND FLOOR PLAN - HVAC SCALE: 1/8" = 1'-0" SCALE: 8"=1 KEY PLAN SCALE: NONE Mr1 00117 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 7 2017 PERMIT CENTER ISSUE FOR PERMIT Hermanson Building Today, Defining Tomorrow Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ SABEY RTP PROVIDENCE HEALTH AND SERVICES 2811 S. 102ND ST., SUITE 250 SEATTLE, WA 98168 EXP: 01/29/2018 Revisions _ 03/31/17 DWN ISSUE FOR PERMIT No. Date By Description Design Design Team DWN Drawn FVP Checked DTN Project Number 11-17-10344 Issue Date 03/31/17 PARTIAL 2ND FLOOR PLAN - HVAC M2.02 ..8....M....A. AHU-2 PARTIAL ROOF PLAN - HVAC SCALE: 1/8" = 1'-0" 0 KEY PLAN ti SCALE: 8"=1 SCALE: NONE REVIEWED FOR CODE COMPLIANCE APPROVED MAI 0 % 2317 Cite C" Thi Mia BUILDR G C VISION M 0 RECEIVED CITY OF TUKWILA APR 27 2017 PERMIT CENTER ISSUE FOR PERMIT Hermanson Building Today, Defining Tomorrow Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ SABEY RTP PROVIDENCE HEALTH AND SERVICES 2811 S. 102ND ST., SUITE 250 SEATTLE, WA 98168 EXP: 01 /29/2018 Revisions 03/31/17 DWN ISSUE FOR PERMIT No. Date By Description Design Design Team DWN Drawn FVP Checked DTN Project Number 11-17-10344 Issue Date 03/31/17 PARTIAL ROOF PLAN - HVAC 0117 M2.R1