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Home My WebLink About17216 51st Ave Ne Ste 114_BLD5845_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 - BUILDING PERMIT 17216 51ST AVE NE,Suite 114 Permit#: 5845 Parcel#:31052100400100 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:install new HVAC System Valuation:80323.00 APPLICANT SMARTCAP ARLINGTON AIRPORT Pacific Air Control,Inc. PACIFIC AIR CONTROL INDUSTRIAL PARK QOZB,LLC 8201 164TH AVE NW,SUITE 110 1916 220th Street SE M-101 1916 220th St SE#M101 REDMOND,WA 98052 Bothell BOTHELL,WA 98021 206-682-6393 206-682-6393 UC:601298907 EXP:02/28/2025 LIC:PACIFAC230P8 EXP:10/01/2025 MECHANICAL CONTRACTOR ! PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL MECHANICAL CODE YEAR: 2018 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: B;Business BUILDINGS: OCC LOAD: _ PERMIT APPROVAL _ 1111111n— The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Digftly sig—by Ve 1—h O.—Ik c s E�g�m�i.ova.om,o-^Paan a Veniamin Ogorodnik ae^�u, ;p��"„;�^Te^,k "� oa�.zo .o 1)14 47-0o 03/12/2024 Applicant Signature Date Building Official Date CONDITIONS ■ Adhere to approved plans.Permit shall be onsite for inspection.Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEESNor Date Description Fee Amount 03/12/2024 Web Only-Wtirchanical Commercial Plan Re\iew $837.83 03/12/2024 Credit Card Service $25.13 03/12/2024 Processing/Technology $25.00 03/12/2024 Diffusers $420.00 03/12/2024 Ductwork/Dryer Duct $25.00 03/12/2024 Heat Pump-Condensing Unit $75.00 03/12/2024 Wchanical Base $25.00 Total Due: $1,432.96 Total Payment: $1,432.96 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail i COMMERCIAL MECHANICAL APPLICATION • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 This application is for new, addition, altered or replaced mechanical installation and new or altered gas piping and must be accompanied by ELECTRONIC CONSTRUCTION DRAWINGS and CUT SHEETS and/or information outlined in the MECHANICAL SUBMITTAL REQUIREMENTS,if applicable. Type of Permit: 0 New Installation ❑ Addition ❑ Alteration ❑ Replaced ❑ Gas Piping Type I and Type H Hood Systems required submittal of the Commercial Mechanical Addenda Property Address: 17216 51St AVe NE Project Valuation: $80,323.60 Lot#: B Parcel ID No.: 31052100400301 Preferred Contact: ❑ Owner O Contractor Project Description: Install new HVAC system (ductwork, ERV (1), Heat Pump (3)) for office area Owner Name: Smart Cap Office No.: 206-682-6393 Email Address: robertsh@smartcapgroup.com Cell No.: (425)896-8561 Mailing Address: 8201 164th Ave SE City: Redmond State: WA Zip: 98052 Contractor Name: Pacific Air Control, Inc. Office No.: 206-682-6393 Email Address: ven@pacificaircontrol.com Cell No.: 206-201-4607 Mailing Address: 1916 220th St. SE City: Bothell State: WA Zip: 98021 L&I Contractor License Number: PACI FAC230P8 Expiration Date: 12/31/24 • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS,Section 415 • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 3 O Not Applicable ❑ CSST ❑ Brass ❑ Other Proposed Piping Material: ❑ Black Steel ❑ Galvanized Steel Proposed Piping Size: ❑ 1/2" ❑ 5/8 ❑ 3/4" ❑ 1" ❑ 11/2 ❑ 2" Inlet Pressure: Pressure Drop: Specific Gravity: REV03.2022 Page 1 of 3 MECHANICAL PERMIT FEES (per unit Type of Fixture No. of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ Air Cond.Unit<_100Btu h x $ 15.00 = $ Air Cond.Unit>100Btu h x $ 25.00 = $ Air Cond.Unit>50OBtu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu/h>3hp x $ 15.00 = $ Boiler>1 million Btu/h<50hp x $ 25.00 = $ Boiler>1.5 million Btu/h<50hp x $ 50.00 = $ Boiler>100Btu h 3-15h x $ 15.00 = $ Boiler>500Btu h 15-30hp x $ 25.00 = $ Commercial Hoods-Type I x $ 25.00 = $ Commercial Hoods-Type II x $ 50.00 = $ Diffusers 28 x $ 15.00 = $420 Dryer Ducting x $ 15.00 = $ Ductwork(drawings required) 1 x $ 25.00 = $25 Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat<_100 Btu h x $ 15.00 = $ Forced Air Heat>100 Btu h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC <_100 Btu/h x $ 15.00 = $ Gas Fired AC >100 Btu/h x $ 25.00 = $ Gas Fired AC > 500 Btu h x $ 50.00 = $ Gas Pi in <_ 5 units x $ 15.00 = $ Gas Piping> 5 units (plus <5 units x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit 3 x $ 25.00 = $75 Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance-regulated by x $ 15.00 = $ mechanical code,not otherwise specified Pkg.Units 5100btu x $ 25.00 = $ Pkg.Units >100btu x $ 50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit<_100Btu h x $ 15.00 = $ Refrigeration Unit>100Btu h x $ 25.00 = $ Refrigeration Unit>500Btu h x $ 50.00 = $ Re-inspection fee (all) x $ 75.00 = $ Unit Heaters <_ 100 Btu h x $ 15.00 = $ Unit Heaters >100 Btu h x $ 25.00 = $ VAV Boxes (Variable Air Volume,part of air x $ 10.00 = $ conditioning system) Wall Heaters - Gas Fired x $ 25.00 = $ Water Heater- Gas Fired x $ 25.00 = $ Permit Fee $545 Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $570 REV2.2020 Page 2 of 3 PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated I hereby certify that I am the El Owner, ❑Applicant, OContractor,and authorized to sign this application and that the above information is correct and construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington,and the City of Arlington.A final inspection and approval shall be obtained when complete. Digitally signed by Veniamin Ogor^dnik DN.C=US,E=vn@pacifca.ntrol.c^ 0="Pact(,Air 2�L`' /Ln� Veniamin Ogorodnik C^^tb,ln,.",CN=Ve^i ,0gad,ik Ven �g01"Odlllk Reason: am approving this document Date'2024.02 22 08:29 11-0800' Signature Print Name Date REV2.2020 SAVE PRINT Page 3 of 3 Job Name:Stock heat pumps Prepared For:Gensco MAiNE® Unit Tag:WSC036H4ROA01 0 Quantity:1 Trane Precedent Heat Pump Packaged Rooftop Unit Overview-WSC036H4ROA**OOOOOOOOOIOOOqL0000w000000 Application Unit Size r Supply Fan rnal Dimensions(in.)WE Operating Weight EER IEER/SEER Elevation External � Airflow Static Height Width Length Minimum Maximum DX cooling 3 Ton Pressure 12.1 EER 14.30 0.00 ft 1200 cfm 0.500 in 3.41 ft 3.69 ft 5.82 ft 507.0 lb 785.0 lb Unit Features '�- Emmsnit only '+ Voltage/phase/hertz 460/60/3 - MCA 11.00 A MOP 15.00 A MCA(230 w/Elec Heat) 0.00 A MOP(230 w/Elec Heat) 0.00 A *See page 4 for electrical for unit + heater Unit is single point entry only 4 ntering Dry Bulb 80.00 F Capacity Entering Wet Bulb 67.00 F Gross Total 39.43 MBh Ambient Temp 95.00 F Gross Sensible 29.42 MBh Leaving Coil Dry Bulb 55.64 F Net Total 38.68 MBh Leaving Coil Wet Bulb 55.55 F Net Sensible 28.67 MBh Leaving Unit Dry Bulb 57.92 F Fan Motor Heat 0.29 MBh Leaving Unit Wet Bulb 56.71 F Refrig Charge-circuit 1 7.7 lb Heat Pump Mode Output Heating Capacity 35.50 MBh Output Heating Capacity with Fan 35.79 MBh Heating Delta T 27.39 F Heating EAT 70.00 F Heating Ambient Temp 47.00 F Heating Ambient WB 42.60 F Heating Ambient Relative 70.00% Humidity Indoor Fan Data Outdoor Fan Data Type FC Centrifugal Type Propeller Drive Type Direct Fan Quantity 1 Evap Fan FLA 1.70 A Drive Type Direct Indoor Fan Performance Outdoor Fan Performance Airflow 1200 cfm ��Condenser Fan FLA 0.55 A Design ESP 0.500 in H2O Component SP 0.000 in H2O Total SP 0.500 in H2O Supply Motor Horsepower 0.750 hp Indoor Motor Operating Power 0.29 bhp Indoor RPM 795 rpm Compressor Sect • Accessories Power 2.93 kW Electric heaters 12 kW Electric heat 3 ph Circuit 1 RLA 6.60 A Circuit 2 RLA 0.00 A ' 2022/06/15 16:15:15 Page 1 of 9 Job Name:Stock heat pumps Prepared For:Gensco rRAME® Unit Tag:WSC036H4ROA01 Quantity:1 Sound Path 63 Hz r 125 Hz 250 Hz 500 Hz 1 kHz 2 kHz 4 kHz 8 kHz Ducted Discharge 82 dB 73 dB 67 dB 63 dB 57 dB 53 dB 53 dB 44 dB Ducted Inlet 81 dB 72 dB 61 dB 56 dB 51 dB 45 dB 42 dB 35 dB Outdoor Noise 84 dB 85 dB 80 dB 80 dB 77 dB 74 dB 70 dB 64 dB 2022/06/15 16:15:15 Page 2 of 9 Job Name:Stock heat pumps Prepared For:Gensco TRAINS® Unit Tag:WSC0361-14ROA01 Quantity:1 TOP PANEL CONDENSER FAN EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN(ALT) 3/4"-14 NPT DIA.HOLE CONDENSER COIL 4 1/4" ® o O 23 9/18' 0 0 UNIT CONTROL WIRE 7/8"DIA HOLE 42 1/4" SERVICE GAUGE PORT ACCESS 1 3/8"DIA.HOLE UNIT POWER WIRE ONTROLAND COMPRESSOR ACCESS PANEL SEE NOTE 3 THROUGH THE BASE CONDENSATE 23 IQ" 4 3116" r I I F- I I I I I I I I RETURN I 24' SUPPLY 18" I I I I I I L " 15 1/2" 91/4" 14" L-18" PLAN VIEW UNIT DIMENSION DRAWING 0 RETURN 231/4' 401/8" HORIZONTAL SUPPLY 143/4" AIRFLOW 20 1/4" 4 314" 9 5/8" 00 00 5 5/8" 171/4" 8 7/8" 13 1/4" 3 3116" 4 1/4" 69 7/8" CONDENSATE 5 9/18" 7 5/8" PACKAGED HEATPUMP 44 1/4" DIMENSION DRAWING 2022/06/15 16:15:15 Page 3 of 9 Job Name:Stock heat pumps Prepared For:Gensco TRANS® Unit Tag:WSC0361-14ROA01 Quantity:1 ELECTRICAL/GENERAL DATA 'GENERAL(2)c4x(3) WITH HEATER Model: WSCO36H Oversized Motor Heater kW Rating: 12.0 Unit Operating Voltage: 414-506 Stage: 2 MCA N!A Unit Primary Voltage: 460 MFS: N/A MCA: 29.0 Unit Secondary Voltage: — MCB: N/A MFS 30.0 Unit Hertz: 60 MCB 30.0 Unit Phase: 3 SEER 12.1/14.3 Standard Motor Field Installed Oversized Motor Oversized Motor Field Installed Oversized Motor Minimum CircudAmpacity: 11.0 MCA: N/A MCA: N/A MCA: Maximum Fuse Size: 15.0 MFS: N/A MFS: N/A MFS: Maximum(HACR)Circuit Breaker. 15.0 MCB: N/A MCB: N/A MCB: INDOOR MOTOR Standard Motor Outsized Motor Field Installed Oversized Motor Number: 1 Number N/A Number: N/A Horsepower: 0.75 Horsepower: N/A Horsepower: N/A MotorSpeed(RPM): — Motor Speed(RPM): N/A Motor Speed(RPM): N/A Phase: 3 Phase: N/A Phase: N/A Full Load Amps: 1.7 Full Load Amps: N/A Full Load Amps: N/A Locked RotorAmps: - Locked RotorAmps: N/A Locked RotorAmps: N/A COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number: 1 Number. 1 Horsepower: 3.2 Horsepower: 025 Phase: 3 Motor Speed(RPM): 1100 Rated Load Amps: 6.60 Phase: 3 Locked RotorAmps: - Full Load Amps: 0.55 MCC: Locked RotorAmps: - POWER EXHAUST ACCESSORY (3'7) FILTERS REFRIGERANT (2) (Field Installed Power Exhaust) Type R410 Phase: N/A Type: Throwaway Horsepower: N/A Furnished: Yes Factory Charge Motor Speed(RPM): N/A Number 2 Circuit#1 77lb Full Load Amps: N/A Recommended 20"x35"x2" Circuit#2 N/A Locked RotorAmps: N/A NOTES: 1.Maximum(HACR)Circuit Breaker sizing is for installations in the United States only. 2.Refrigerant charge is an approximate value.For a more precise value,see unit nameplate and service instructions. 3.Value does not include Power Exhaust Accessory. 4.Value includes oversized motor. 5.Value does not include Power Exhaust Accessory. 6.EER is rated atAHRI conditions and in accordance with DOE test procedures. 7.Installation ofthis power exhaust kit will affect unit level MCA and could affect MOP sizing having a direct impact on existing field wiring and unit protection devices.The change in MCAIMOP is the sole responsibility of the field installing party.Trane will not issue new nameplates as a result of this power exhaust accessory installation.FLAofthe powerexhaust kit option must be added to the MCA of the unit for building supply conductor sizing determination. 2022/06/15 16:15:15 Page 4 of 9 Job Name:Stock heat pumps Prepared For:Gensco TRAINS® Unit Tag:WSC0361-14ROA01 Quantity:1 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER MOTORIZED OUTSIDE AIR DAMPER C D MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST O HEATER 15.0lb TH RO UGHT TH E BASE ELECTRICAL(FIOPS) UNIT MOUNTED CIRCUIT BREAKER(FIOPS) UNIT MOUNTED DISCONNECT(FIOPS) POWERED CONVENIENCE OUTLET(FIOPS) HINGED DOORS(FIOPS) B O HAIL GUARD PACKAGED HEAT PUMP SMOKE DETECTOR,SUPPLY/RETURN CORNER WEIGHT ROOF CURB BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVE Y SHIPPING NET AO 144.0 Ib O 110.0 Ib (E)LENGHT (F)WIDTH 612.0Ib 507.OIb O 122.OIb O 130.OIb 32" 21" NOTE: 1.CORNER WEIGHTSARE GIVEN FOR INFORMATION ONLY. 2.TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT.TO OBTAIN TOTAL WEIGHT,ADD ACCESSORY NET WEIGHTTO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTEDARE>5 LBS. PACKAGED HEAT PUMP RIGGING AND CENTER OF GRAVITY 2022/06/15 16:15:15 Page 5 of 9 Job Name:Stock heat pumps Prepared For:Gensco TRAINS® Unit Tag:WSC036H4ROA01 Quantity:1 CLEARANCE FROM TOP OF UNIT 72" CLEARANCE 36" CLEARANCE 48" SUPPLY RETURN L� e DOWNFLOW CLEARANCE 36" HORIZONTAL CLEARANCE 18" CLEARANCE 36" PACKAGED HEAT PUMP CLEARANCE ROOF OPENING I I I UNIT OUTLINE--,"_, 37' 44 1/2" I I I I 40" 8 3/16" PACKAGED HEAT PUMP DOWNFLOW TYPICAL ROOF OPENING 2022/06/15 16:15:15 Page 6 of 9 � �® Job Name:Stock heat pumps Prepared For:Gensco Unit Tag:WSC036H4ROA01 Quantity:1 General The units shall be convertible airflow. The operating range shall be between 115°F and 0°F in cooling as standard from the factory for units with microprocessor controls. Cooling performance shall be rated in accordance with ARI testing procedures. All units shall be factory assembled, internally wired, fully charged with R-410A, and 100 percent run tested to check cooling operation, fan and blower rotation, and control sequence before leaving the factory. Wiring internal to the unit shall be colored and numbered for simplified identification. Units shall be cULus listed and labeled, classified in accordance for Central Cooling Air Conditioners. Case Unit casing shall be constructed of zinc coated, heavy gauge, and galvanized steel. Exterior surfaces shall be cleaned, phosphatized, and finished with a weather-resistant baked enamel finish. Unit's surface shall be tested 672 hours in a salt spray test in compliance with ASTM B117. Cabinet construction shall allow for all maintenance on one side of the unit. All exposed vertical panels and top covers in the indoor air section shall be insulated with a cleanable foil-faced, fire-retardant permanent, odorless glass fiber material. All insulation edges shall be either captured or sealed. The unit's base pan shall have no penetrations within the perimeter of the curb other than the raised 1 1/8" high downflow supply/return openings to provide an added water integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane lifting, with forklift capabilities on three sides of the unit. Unit Top The top cover shall be one piece construction or, where seams exist, it shall be double-hemmed and gasket-sealed. The ribbed top adds extra strength and enhances water removal from unit top. Filters Throwaway filters shall be standard on all units. Optional 2" MERV 8 and MERV 13 filters shall also be available. Compressors All units shall have direct-drive, hermetic, scroll type compressors with centrifugal type oil pumps. Motor shall be suction gas-cooled and shall have a voltage utilization range of plus or minus 10 percent of unit nameplate voltage. Internal overloads shall be provided with the scroll compressors. Refrigerant Circuits Service pressure ports, and refrigerant line filter driers are factory-installed as standard. An area shall be provided for replacement suction line driers. Evaporator and Condenser Coils Internally finned, 5/16"copper tubes mechanically bonded to a configured aluminum plate fin shall be standard. Coils shall be leak tested at the factory to ensure the pressure integrity. The evaporator coil and condenser coil shall be leak tested to 650 psig and pressure tested to 450 psig. The condenser coil shall have a patent pending 1+1+1 hybrid coil designed with slight gaps for ease of cleaning. A removable, reversible, double-sloped condensate drain pan with through the base condensate drain is standard. Outdoor Fans The outdoor fan shall be direct-drive, statically and dynamically balanced, draw-through in the vertical discharge position. The fan motor shall be permanently lubricated and shall have built-in thermal overload protection. Indoor Fan Standard efficiency 6 to 8.5 ton units come standard with belt drive motors with an adjustable idlerarm assembly for quick-adjustment to fan belts and motor sheaves. All high efficiency and 10 ton standard efficiency shall have variable speed direct drive motors. All motors shall be thermally protected. All indoor fan motors meet the U.S. Energy Policy Act of 1992 (EPACT). 2022/06/15 16:15:15 Page 7 of 9 � �® Job Name:Stock heat pumps Prepared For:Gensco Unit Tag:WSC036H4ROA01 Quantity:1 Controls Unit shall be completely factory-wired with necessary controls and contactor pressure lugs or terminal block for power wiring. Unit shall provide an external location for mounting a fused disconnect device. A choice of microprocessor or electromechanical controls shall be available. Microprocessor controls provide for volt control functions. The resident control algorithms shall make all heating, cooling, and/or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures. The control algorithm maintains accurate temperature control, minimizes drift from set point, and provides better building comfort. A centralized Microprocessor shall provide anti-short cycle timing and time delay between compressors to provide a higher level of machine protection. Phase monitor Phase monitor shall provide 100% protection for motors and compressors against problems caused by phase loss, phase imbalance, and phase reversal. Phase monitor is equipped with an LED that provides an ON or FAULT indicator. There are no field adjustments. The module will automatically reset from a fault condition. Frostat This option is to be utilized as a safety device. The Frostat opens when temperatures on the evaporator coil fall below 10°F. The temperature will need to rise to 50°F before closing. This option should be utilized in low airflow or high outside air applications. (Cooling with Electric Heat Only.) Accessory - Electric Heaters Electric heat modules shall be available for installation within basic unit. Electric heater elements shall be constructed of heavy-duty nickel chromium elements internally delta connected for 240 volt, wye connected for 480 and 600 volt. Staging shall be achieved through ReliaTel. Each heater package shall have automatically reset high limit control operating through heating element contactors. All heaters shall be individually fused from the factory, where required, and shall meet all NEC and CEC requirements when properly installed. Power assemblies shall provide single point connection. Electric heat modules shall be UL listed or CSA certified. Sequence of Operation (if applied in a SINGLE-ZONE CONSTANT-VOLUME SYSTEM or a CHANGEOVER BYPASS SYSTEM) B. SINGLE-ZONE CONSTANT-VOLUME SYSTEM 1. OCCUPIED HEAT/COOL- The RTU shall operate the supply fan continuously and modulate (or cycle) compressors, modulate (or stage) heat, and/or enable airside economizing to maintain zone temperature at setpoint. The OA damper shall open to bring in the required amount of ventilation. 2. MORNING WARM-UP/PRE-COOL: The RTU shall operate the supply fan and modulate (or cycle) compressors or modulate (or stage) heat to raise/lower zone temperature to its occupied setpoint. The OA damper shall remain closed, unless economizing. D. CHANGEOVER BYPASS SYSTEM 1. OCCUPIED HEAT/COOL: Each VAV terminal shall use pressure-independent control, with airflow measurement, to vary primary airflow to maintain zone temperature at its occupied setpoint. The RTU shall modulate the bypass damper to maintain duct static pressure at setpoint and modulate (or cycle) compressors, modulate (or stage) heat, and/or enable airside economizing based on current zone cooling/heating demands. The OA damper shall open to bring in the required amount of ventilation. 2. MORNING WARM-UP/PRE-COOL: Each VAV terminal unit shall vary primary airflow to raise/lower zone temperature to its occupied setpoint. The RTU shall modulate the bypass damper to maintain duct static pressure at setpoint and modulate (or cycle) compressors or modulate (or stage) heat based on current zone cooling/heating demands. The OA damper shall remain closed, unless economizing. 2022/06/15 16:15:15 Page 8 of 9 Job Name:Stock heat pumps Prepared For:Gensco MAiNE® Unit Tag:WSC036H4ROA01 Quantity:1 3. COOLING/HEATING CHANGEOVER LOGIC: The System Controller shall determine the overall system cooling/heating mode based on "voting" from each zone. When the majority of zones require cooling, the RTU shall operate in cooling mode and any zone that requires heating shall reduce primary airflow to minimum. When the majority of zones require heating, the RTU shall operate in heating mode and any zone that requires cooling shall reduce primary airflow to minimum. 2022/06/15 16:15:15 Page 9 of 9 2/22/24,9:19 AM waenergycodes.com/print_project_summary_form.php?k=aWQ9MjM5NzQmZnZpPTE3JmN0aT00Ng==&print=1 MECHANICAL COMPLIANCE SUMMARY ffiNk- 2018 WSEC Compliance Forms for Commercial Buildings including Group R2,R3&R4 over 3 stories and all RI Administered by:©2024 NEEA,All rights reserved Project Title Smart Cap NCS-2018 WSEC For Building Department Use: I Date• Feb 22,2024 17216 51 st Ave NE Project Address B Project&Applicant Arlington,WA 98223 Information Applicant Name Benjamin Ogorodnik Applicant Phone 206-201-4607 Applicant Email ven@pacifrcaircontrol.com For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Office,Other Building Cond.Floor Area 3,939 New Building Alteration Project Cond.Floor Area 3,939 General Project Types New Building or Addition Single Zone Systems&Equipment Floors Above Grade 1 Mechanical Scope Mechanical Scope P Compliance Method Compliance Method 1-General Mechanical Project Install three new heat pumps,install new Energy Recovery Unit,install new duct work system. Description Economizer Equipment Efficiency DOAS Ventilation Higher Equipment Mechanical ProjectType Mechanical Scope Exception(s) Provided? Efficiency Option lied? Compliance Compliance Applied? y p PP Verification Scope and Method New Building Single Zone Systems& Yes Yes NA COMPLIES Equipment Additional Efficiency Credits Included (AEC) Does building include occupancy classifications Yes Does project include DOAS equipment? Yes requiring DOAS? Based on project scope do TSPR requirements No Do all systems comply with Appendix D standard reference design or qualify for an exception to TSPR? No apply? Scope&Space Conditioning NEW BUILDING-S EMS&EQUIPMENT Compliance Verification COMPLIES Single Zone Air Systems Category-Heat pump,packaged(PTHP,SPVHP,room) Air Systems Summary Information Quantity Supply Airflow Ventilation CFM Ventilation Energy Recovery System/Equip ID of Items Control Ventilation Standard (Total if Multiple Items) Air Source Paired with DOAS Ventilation energy recovery Efficiency(%) HP-1,HP-2,HP-31 3 1 Constant volume ASHRAE Standard 62.1 600 Separate DOAS ERV-1 Air Systems&Equipment-Cooling System/ Cooling System/Equip Cooling AEC Econo Exception Combined Efficiency Proposed CE Proposed Part PL Efficiency Specific Type Capacity Efficiency Multiplier(FL& Multiplier(AEC& Cooling Load Compliance Equip ID Type per item(Btu/h) Multiplier PL) Econo) Efficiency Units Efficiency Units Verification HP-1,HP-2, Heat pump,terminal Packaged terminal HP,new 39,430 1 0 1 12.1 F.F.R COMPLIES HP-3 (PTHP) construction Air Systems&Equipment-Heating AEC Proposed Heat Proposed Low Efficiency System Heating System/Equip Type Specific Type Heat Pump Heating Capacity Cooling Capacity Efficiency Pump HPH OSA LTH Compliance /Equip ID (Btu/h) (Btu/h) Multiplier Heating Efficiency Units Temp Efficiency Units Verification https://www.waenergycodes.com/print_project_summary_form.php?k=aWQ9MjM5NzQmZnZpPTE3JmN0aT00Ng==&print=1 1/2 2/22/24,9:19 AM waenergycodes.com/print_project_summary_form.php?k=aWQ9MjM5NzQmZnZpPTE3JmN0aT00Ng==&print=1 HP-1,HP-2, Heat pump,terminal(PTHP), Packaged terminal HP,new 35,500 39,430 1 14.3 COP COMPLIES HP-3 heating construction Air Systems&Equipment Details System/Equip Area(s)Served Location In Project Documents-Plan/Detail# ID HP-1,HP-2,HP- Office ALL 3 System/Equip ID for a single or multiple items?:Multiple items w/identical heating&cooling capacity Economizer Compliance Method:Air-side economizer provided WSEC Equip Efficiency Reference Table-Cooling:Table C403.3.2(3)-Packaged Terminal and Vertical AC and HP WSEC Equip Efficiency Reference Table-Heating:Table C403.3.2(3)-Packaged Terminal and Vertical AC and HP https://www.waenergycodes.com/print_project_summary_form.php?k=aWQ9MjM5NzQmZnZpPTE3JmN0aT00Ng==&print=1 2/2 HVAC GENERAL NOTES DUCT NOTES Air Conditioning LEGAL DESCRIPTION: SYMBOLS SCHEDULE Heating Controls 1. VERIFY SITE CONDITIONS. 1. DUCT CONSTRUCTION AND INSTALLATION PER LATEST SECTION 21 TOWNSHIP 31 RANGE 05 QUARTER SE BLDG ONLY ON SYMBOL DESCRIPTION SYMBOL DESCRIPTION Sales Service 2. THERMOSTAT LOCATIONS: VERIFY ALL WALL MOUNTED CONTROL LOCATIONS SMACNA STANDARDS AND THE 2018 IMC AS REQUIRED BY 31052100400300 DAF LOT B CITY ARL BSP PUN#942 REC AFN ® ® SUPPLY DUCT ® SMOKE DETECTOR Installation WITH ARCHITECT/GC. THE LOCAL CODE. PROVIDE METAL DUCT, EXCEPT AS 202206075002 BEING A PTN SE1/4 SE1/4 SD SEC (2) Ej RETURN/EXHAUST DUCT ❑T TIMER 0-4 HR ADJUSTABLE "QUALITY ASSURED" 3. CODES: COMPLY WITH ALL LOCAL & STATE GOVERNING CODES. NOTED. 4. COORDINATE DUCTWORK AND GRILLE LOCATIONS WITH LIGHTING AND OTHER 2. BALANCING DAMPERS: PROVIDE ON ALL SUPPLY RUN OUT TAX PARCEL NUMBER: SOUNDLINED DUCT O THERMOSTAT pacific air control, inc. RELATED TRADES WITH ARCHITECT APPROVAL. VERIFY CLEARANCES & DUCTS UP STREAM OF DIFFUSERS. MANUAL DAMPER O SENSOR 1916220th Street SE Suite M101 CEILING ELEVATIONS BEFORE INSTALLATION. 3. DUCT INSULATION: DUCTS, SHAFTS AND PLENUMS SHALL BE 31052100400301 Bothell,VIA 98011 5. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW EXACT INSULATED TO MINIMUM OF R-8 AND IN ACCORDANCE WITH MOTORIZED DAMPER SENSOR (CEILING MOUNT) ph:(206)682-6393 fax:(206)340-2270 ConUactor's License No.:PACIFAC230P8 ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE SECTION C403.2.8 OF 2018 WSEC. SCOPE OF WORK: M EXHAUST FAN www.pacifica i rcontrol.com 6. SEISMIC BRACING: PROVIDE TO MEET LOCAL CODE REQUIREMENTS. REFER 4. DUCT SEALING-GENERAL: 0 TO 2" STATIC PRESSURE - FLEX DUCT � EXHAUST UP TO THE ASHRAE STANDARDS "PRACTICAL GUIDE TO SEISMIC RESTRAINT SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS ON 1 - TURNING VANES _____0PIPE/DUCT UP 2018. ALL DUCTS. ABOVE 2"-SEAL SEAMS, JOINTS AND WALL 7. EXHAUST FAN TERMINATION: SHALL NOT BE LESS THAN 3 FEET FROM A PENETRATIONS. INSIDE BUILD: DURODYNE "DDS-181" GRAY [ END CAP D PIPE/DUCT DOWN PROPERTY LINE OR OPENINGS INTO A BUILDING, E.G., OPERABLE WINDOWS OR APPROVED EQUAL PER UL 181 A-M, 181 B-M LISTED. ® SUPPLY DIFFUSER/MAKEUP AIR rC PIPE TEE DOWN AND DOORS, OR DISTANCE AS REQUIRED PER LOCAL CODE. OUTSIDE: POLYURETHANE, MAMECO VULKEM 116. OR GRILLE 8. TEST, ADJUST, & BALANCE: PROVIDE PROPER SYSTEM TESTING, ADJUSTING, APPROVED EQUAL. C PIPE TEE UP AND BALANCING, INCLUDING WRITTEN REPORTS TO BE PROVIDED TO 5. TURN VANES: PROVIDE SINGLE THICKNESS TURN VANES GRILLEN/EXHAUST/TRANSFER __D� VALVE OWNER. BALANCE TO WITHIN 10% OF DESIGN. (SEE DETAIL) IN ALL MAJOR SQUARE DUCT ELBOWS, TEES, BALANCING VALVE 9. OPERATION & MAINTENANCE BOOKLET: PROVIDE 0 & M MANUAL TO ® BACKDRAFT DAMPER OR TURNS WITH INSIDE RADIUS LESS THAN 3/4 DUCT OWNER. INCLUDE CUT SHEETS ON MAIN EQUIPMENT AND CONTROLS, WIDTH. SQUARE BRANCH DUCT TAPS SHALL BE 45 DEGREE ® DUCT REDUCERS HIDDEN/EXISTING EQUIPMENT MAINTENANCE INSTRUCTIONS, AND MARKED UP AS-BUILT DRAWING. TYPE PER SMACNA STANDARD. - SIDEWALL SUPPLY/MAKEUP NEW EQUIPMENT 10. COMMISSIONING: PRIOR TO PASSING THE FINAL INSPECTION OR OBTAINING 6. FLEX DUCT (INSULATED): FOR GRILLE RUN OUTS UP TO 6 A CERTIFICATE OF OCCUPANCY, PROVIDE THE EVIDENCE OF SYSTEM -� SIDEWALL RETURN/EXHAUST -? CONTINUATION BREAKLINES EL COMMISSIONING AND COMPLETION IN ACCORDANCE WITH THE PROVISIONS LONG, EXCEPT AS NOTED. PROVIDE ADJUSTABLE METAL ELBOWS ON ALL TURNS, UNLESS A SMOOTH FULL RADIUS X)(_# EQUIPMENT TAG � DEMO OF SECTION C408 OF THE 2018 WSEC 11. WALK-THRU INSTRUCTION: PROVIDE ON SITE WALK-THRU FOR CUSTOMER TURN IS MADE. SECURE CORE WITH APPROVED NYLON OR V� TO DEMONSTRATE OPERATION OF SYSTEM AND ANSWER QUESTIONS. METAL WORM DRIVE CLAMPS. NO DUCT TAPE JOINTS & CD REVISION CLOUD ' ♦ W 12. ROOF TOP UNITS ON CURB: SEAL HOLES AND CRACKS BETWEEN DUCT SCREWS ALLOWED. v 7. SOUND LINER: PROVIDE SOUND LINED METAL SUPPLY & s. AND ROOF DECK INSIDE FACTORY ROOF CURB FOR NOISE CONTROL. RETURN DUCTS AS SHOWN ON PLANS. MANVILLE �� AIR TERMINAL LEGEND Z W 13. GAS PIPE: SCHEDULE 40, BLACK STEEL. PAINT PIPE EXPOSED TO PERMACOTE LINACOUSTIC FLEXIBLE FIBERGLASS LINER, WITH WEATHER. ACRYLIC SURFACE TREATMENT OR EQUAL. FABRICATE AND PAC CAD LINETYPES > 14. SIZES: ALL PIPE SIZES SHOWN ARE MINIMUM. INSTALL PER DUCT LINER STANDARD OF NORTH AMERICAN XX$$-NECK SIZE, WxH, SQUARE OR 15. PIPE HANGERS: SWIVEL LOOP STYLE, MICHIGAN NO.100 OR CLEVIS STYLE, INSULATION MANUFACTURER'S ASSOC. OUTSIDE AIR DIFFUSER IN LEGEND GRILLE, REGISTER, 140 RECTANGULAR \` 0 - .� V N N0.400 OR EQUAL BRAND, WITH ALTHERED STEEL ROD SIZED PER INDUSTRY STANDARDS. DUCT IS NOT INSULATED THROUGH UNCONDITIONED AREA. -- AIR QUANTITY (CFM) 0 16. ELECTRICAL: ALL EQUIPMENT TO HAVE A POSITIVE MEANS OF DISCONNECT 8. FLEX CONNECTORS: PROVIDE ON ALL DUCT HOOK-UPS TO xx 80-NECK SIZE ROUND L) Z ADJACENT TO AND IN SIGHT FROM EQUIPMENT SERVED. PROVIDE A 120 ISOLATE AIR HANDLING EQUIPMENT. (NEOPRENE COATED 140 to VOLT RECEPTACLE LOCATED WITHIN 25 FEET OF EQUIPMENT FOR SERVICE FIBERGLASS FABRIC TYPE) `-AIR QUALITY (CFM) J & MAINTENANCE PURPOSES (2018 IMC SECTION 301.10). LINE VOLTAGE 9• DUCT SIZE CHANGES: ROUND GALVANIZED DUCTS MAY BE AIR TERMINAL LEGEND NOTES: WORK BY OTHERS. SUBSTITUTED FOR RECTANGULAR DUCTS THAT ARE NOT 2. ALL ARILLE DUCT AND RROWSSINDCA EE AIR UNL FO R CEIILIINGD DIFFUSERS.OTHERWISE. NO ARROWS INDICATE 04 I` Q VICINITY MAP 17. SUSPENDED MECHANICAL EQUIPMENT AND APPLIANCES SHALL HAVE RIGID LINED. PROVIDE CIRCULAR EQUIVALENT OF RECTANGULAR „ NTS FOUR WAY PATTERN. C r VERTICAL HANGERS AND BE BRACED IN BOTH HORIZONTAL DIRECTIONS. DUCT. OTHER EQUIVALENT RECTANGULAR DUCT SIZES MAY c BE SUBSTITUTED TO BETTER FIT SPACE. 10. TEMPORARY DUCT CLOSURE: SEAL OFF DUCTWORK DURING CONSTRUCTION TO KEEP OUT CONSTRUCTION DUST, ABBREVIATIONS ESPECIALLY FLOOR BOOTS AND LOW WALL OPENINGS. ABBREVIATION DEFINITION ABBREVIATION DEFINITION AFF ABOVE FNSHD FLOOR NTS NOT TO SCALE HEAT PUMP SCHEDULE ADJ ADJACENT OA, OSA OUTSIDE AIR NOM COOLING (MBH) AUX HEATING IEER/EER SUPPLY FAN DESIGN ESP TOTAL MCA/MOP VOLTAGE WT FILTER BD, BDD BACKDRAFT DAMPER OAI OUTSIDE AIR INTAKE TAG MANUFACTURER / MODEL# TONS TOTAL HEATING (MBH) AT AHRI BHP RPM DRIVE TYPE (IN. WC) CFM (AMPS) (V/HZ/PH) (LBS) TYPE NOTES BS BIRD SCREEN OTS OPEN TO STRUCTURE HP-1 TRANE / WSC036114ROA 3.0 39.43 12.0 KW 35.50 14.3/12.1 0.75 795 DIRECT 0.50 1200 29.0/30.0 460/60/3 785 MERV 13 1-5 HP-2 TRANE / WSC036H4ROA 3.0 39.43 12.0 KW 35.50 14.3/12.1 0.75 795 DIRECT 0.50 1200 29.0/30.0 460/60/3 785 MERV 13 1-5 BSC BIO. SAFETY CABINET (R) RELOCATED HP-3 TRANE / WSC036114ROA 3.0 39.43 12.0 KW 35.50 14.3/12.1 0.75 795 DIRECT 0.50 1200 29.0/30.0 460/60/3 785 MERV 13 1-5 BWG BOTTOM WALL GRILLE RA RETURN AIR a CFH CHEMICAL FUME HOOD RD ROUND DIFFUSER NOTES: CFM CUBIC FEET PER MINUTE RG RETURN GRILLE 1. INSTALL W/ 100% CA LOW LEAK ECONOMIZER 2. INSTALL PER STRUCTURAL ENGINEERS NOTES AND STRUCTURAL REVIEW REPORT (STRUCTURAL UPGRADES BY OTHERS) DB DUCT BOARD SA SUPPLY AIR NO oArz ocscaiPnav 3. ELECTRICAL CONNECTIONS BY OTHERS Q IREVIEW SET 4. OSA PROVIDED BY ERV-1 DINDOWN SD SMOKE DETECTOR 5. WITH 7-DAY PROGRAMMABLE THERMOSTAT EA EXHAUST AIR SC SOUND CAN oznuza PERMIT SET EC END CAP SHC SENSIBLE HEATING CAPACITY EG EXHAUST GRILLE SL SOUNDLINED DUCT GRILLE AND DIFFUSER SCHEDULE OUTSIDE AIR REQUIREMENTS (IMC TABLE 403.3) ERV ENERGY REC. VENTILATOR TC TOTAL COOLING 0 N TAG MANUFACTURER MODEL SIZE (W X H) AREA GROSS CODE OUTSIDE AIR SYSTEM ACTUAL OUTSIDE SHEET INDEX `V SD-1 SHOEMAKER 700MA 24 X 24 PURPOSE FLOOR REQUIREMENTS NUMBER AIR (CFM PER SHEET III DRAWING TITLE (E) / EXIST EXISTING TG TRANSFER GRILLE Q a AREA UNIT) SD-2 SHOEMAKER MA 8 X 8 (SQ. FT) M-1 LEGEND & ABBREVIATIONS, VICINITY MAP, NOTES, EQUIPMENT SCHEDULE FC FLEX CONNECTOR TV TRANSFER VANES THIS DRI,WING IS THE SOLE PROPERTY OF PACIFIC AIR CFM PER CFM PER OCCUPANCY NO. OF CFM ERV-1 600 co"TaoL,INC. ANY REPRODUCTION.ouaucAnoN, RG-1 SHOEMAKER 105P 24 X 24 M-2 MECHANICAL HVAC NEW RCP ADDmDNs AND/DR MUDIFiCAnoNS REQUIRE THE SQ.FT PERSON DENSITY PEOPLE READ. L,S LIQUID, SUCTION TWG TOP WALL GRILLE WRTTEN APPROVAL OF PACIFIC AIR CONTROL,INC. RG-2 SHOEMAKER 600 8 X 8 M-3 MECHANICAL HVAC NEW ROOF PLAN HP-1 1050 0.06 5 50 28 203 22o MG MAKEUP GRILLE TYP TYPICAL �°�"MA""�" oEaCAUEO ar E M-4 ELEVATION VIEW & DETAILS AH AHBO HP-2 1375 0.06 5 5 14 153 165 M-5 HVAC CURB SUPPORT LAYOUR PLAN & DETAILS N NECK VD VOLUME DAMPER DRANK BY CHECKED er HP-3 1511 0.06 5 5 21 196 215 SO AH NOTE: NECK COLLAR SIZES PER PRINT TOTAL 552 TOTAL 600 (N) I F NEW VEL VELOCITY SCALE PROJECT NO. AS NOTED T240202 NIC NOT IN CONTRACT WH WATER HEATER OaA wNc nnrs z LEGEND&ABBREVIATIONS ENERGY RECOVERY UNIT SCHEDULE VICINITY MAP,NOTES, E UNIT MANUFACTURER/ MAX AIRFLOW MAX TEMP. MAX ENTHALPY WEIGHT SOUND ELECTRICAL NO. SERVICE LOCATION MODEL NUMBER (CFM) EFFlCIENCY EFFIgENCY (LBS.) (dB) VOLTS/PH/HZ MCA MOCP NOTES EQUIPMENT SCHEDULES ERV-1 ALL LOSSNAY/LGH-F60ORVx2-E 600 67% 64% 123 20.0 208-230/1/60 5.2 15.0 1-6 N AREA OF WORK NOTES: 1. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR. SHEET- 1. 2. PROVIDE 2" MER-8 PLEATED THROWAWAY AIR FILTERS IN EACH AIRSTREAM If 3. PROVIDE WITH SPRING VIBRATION ISOLATION AND ALL-THREAD HANGING RODS. 4. PROVIDE WITH INTAKE AND RETURN AIR LOW LEAKAGE DAMPER. - -8 m 5. CONTROLLED BY A CONTROLLER. m B. SCHEDULE ERV OPERATION FOR BUSINESS HOURS WITH ADDITIONAL ONE HOUR BEFORE AND AFTER. s ppKEYPLAN AREA OF WORK a D SCALE: NTS OF 5 coR.I.I.-I PAq{Ic Ala cavma wc. Air Conditioning Heating Controls Sales C Service Installation "QUALITY ASSURED" pacific air control, inc. 1916 220th Street SE Suite M101 1 Q Bothell,WA 98011 O FLAG NOTES: Ph:(206)s License fax:(206)AC23OT0 ConUactor's License No.:PACIFAC230P8 www.pacificaircontrol.com 1 0 ALL DUCT INSULATION SHALL BE EXTERIOR. ALL DUCTS SHALL HAVE R-6 - - I\ INSULATION. - Oo -c; SD-1 8'0 SD-1 "0 SD-1 8"0 _ L " 2O CONNECT ERV OSA SUPPLY DUCT TO SUPPLY RUN. REFER TO OSA 90 CFM 115 CFM 120 CFM C� I � - - SCHEDULE ON M-1 FOR CFM AMOUNT FOR EACH HP UNIT. 8„0 8"0 8„0 10"0 p J 1 12 0 77 O SD-1 12"0 SD- 12"0 Y�1 325 CFM HP-3 �eRG- 1 RG 1 10 _ 375 CFM U �- - 1 ' u RG tj TYP(2) 10"0 l i 0 10 0 1Q'0SD 1 "0 12"0 12"0 ---; 12"0 1 0 CFM ''/^�12 0 1 V oo i „0 RG-1 TYR RGRG 1 SD-1 10"0 T LU 12"0 12"0 260 CFM 07 z YJ J L ERV 1 W I 00 Q ` j7RG-2 8x8 V N B - 0 CFM � TYP(4),, Z L J HP-2 % R U0 N .xi 14 0 SD-1 10"0 N v� 250 CFM o V o RG-1 _ „0 T R(4) HP-1 14"0 JQCFM 70 CFI r-- 14" 10"0 - 71 12 0 2"0 ELEV M-a 10"0 9 "' RG-1 10"0 I a —120 CFM Q — B RIPna 02/20/24 REVIEW SET SD-1 10"0 RG-1 10 0 200 CFM 20 02/21/24 PERMIT SET wy EiT 0 0 f r� DRI,W— 1 0"0 THIS ING IS THE SOLE PROPERTY OF PACIFIC AIR v CONTROL,INC. ANY REPRODUCTION,DUPITI LICATION, z ADDONS AND/OR MODIFlCATIONS REQUIRE THE WRITTEN APPROVAL OF PACIFIC AIR CONTROL,INC. 10"0 E All CT MANAGER AHBO BY SD-1 10 0 U W SD-1 10 0 RAW BY AH CRY 230 CFM 1 40 V 0 ^I IVI IF"' - SCALE PROJECT N0. ❑ AS NOTED T240202 Z MECHANICA DRANING nINA L HVAC NEW RCP E AREA OF WORK E$ AREA OF WORK SHEET NUMBER nM EC HAN CAL HVAC NEW RCP ppKEYPLAN — AREA OF WORK SCALE: NTS M_2 s "SCALE: 3/16"=1'-O" a D OF 5 coPralcHT®z"aI PAq{Ic AIa ca"ma w 61 Air Conditioning Heating 2 Controls Sales Service Installation O VARIABLE HEIGHT PARAPET DEMOLITION DEBRIS)ON EXISTING FLOOR SYSTEMS TO 20 PSF. "QUALITY ASSURED" pacific air control, inc. 9.CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SMALL BE REMOVED AN O DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL Both ll,VI220t Street SESuite M101 � � Bothell,WA 98011 ; A — - ENGINEER. ph:(206)682-6393 fax:(206)340-2270 10.FASTENERS:SHEET METAL SCREWS SWILL BE ITW BUILDEX TEKS SELECT'SELF-DRILLING STRUCTURAL Contractor's License No.:PACIFAC23OP8 STRUCTURAL CALCULATIONS FOR: FASTENERS OR AN APPROVED EQUAL. www.pacificaircontrol.com 11.WIDE FLMIGE SHAPES SWILL CONFORM TO ASTM A992,Fy-50 KSI. HP SWIPES SHALL CONFORM TO AllA572 GRADE 50,Fy=50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES,SHALL CONFORM SMART CAP NCS 45-D" I„IP�2 TO ASTM A36,Fy-36 KSI. STRUCTURAL PIPE SHALL CONFORM TO ASTM A53 GRADE B,NY-35 12"0 GOOSENECK OUTSIDE fl J I KSI. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTN A500,IMAGE C,Fy-50 KSI / I; 17216 51 ST AVE NE (SQUARE AND RECTANGULAR),Fy=46 KSI(ROUND). CONNECTION BOLTS SHALL CONFORM TO AIR INTAKE TO BE 24" ALRINGTON,WA ASTM F3125 GRADE A325,UNO. ABOVE ROOF 1"0 TOLL CONE FLASHING z I_ I OSA FOR ELECTRICAL WIRE —"� L/�j I 12. CHITECTURALLY PRACTICE TICSEXPOSEDFOR STRUCTURAL STEEL AND CONFORM TO SECTION 10 OF THE AISC CODE CLIENT: PACIFIC AIR CONTROL of STANDARD PRAcrxcE TOR STEEL BuxlOxrvcs AND axxocfs. 1"0 TOLL CONE FLASHING FOR CONTROLS WIRE /k 13.CONNECT THE CURB OF THE NEW TO THE HSS 4%2X5/16 PER PLAN w/A MINIMUM of 131 1112 0° RTU I FEBRUARY 14,2024 .. SHEET METAL SCREWS AT A MAXIMUM SPACING OF 24"ON-CENTER SPACING ON FACN SIDE OF THE UNIT FOR A TOTAL OF(12)SCREWS MINIMUM.PLACE ONE SCREW AT 6"TO 8"FROM EACH CORNER O° I OF THE UNIT AND THE REMAINING SCREWS APPROXIMATELY EQUIDISTANT BETWEEN THE CORNERS. O/ 14.CONNECT THE BASE OF THE NEW RTU TO THE ROOF CURB WITH A MINIMUM OF(3)112 SHEET J.Mq METAL SCREWS AT A MAXIMUM SPACING OF 24"ON-CENTER SPACING ON EACH SIDE OF THE UNIT 12"m GOOSENECK EXHAUST Q�0 ts9 WITH A MINIMUM OF(12)SCREWS TOTAL.PLACE ONE SCREW AT 6"TO 8"FROM EACH CORNER OF AIR TO BE 24"ABOVE ROOF I `�vA wAAL°oo�' THE UNIT AND THE REMAINING SCREWS APPROXIMATELY EQUIDISTANT BETWEEN THE CORNERS. B _ �_ ss/ONALENG` W \� Z z Q 1"0 TOLL CONE FLASHING 4"0 PLUMBING PIPE I , /� W HP-2 FOR ELECTRICAL WIRE IREV > 7 II�� 1"0 TOLL CONE FLASHING „ Q Q Z OSA I�/� Z FOR CONTROLS WIRE ALSAM O LJ O MTSANG a ��_� TSANG U N STRUCTURAL ENGINEERING r z_ 13'-6" ^p IR:su«Mx,sT sure�,O seATrO wA selw Roe.Tev eoaeT zOe.TeR.Aoa:F J Page zm2a Oi l z OSA 18,-0" i C10 1"0 TOLL CONE FLASHING FOR ELECTRICAL WIRE 1"0 TOLL CONE FLASHING 1 FOR CONTROLS WIRE _ 62'-6' 54'.0" 1 W10%15 O a 25'-0" Q Darz DESCRIPnav KYLI H W+ ov2o/2a REVIEW SET ( +y,-0. rrP TYPICAL) 0 02127/24 PERMIT SET 1 HP2 FORBRACKET DETAILS REFEA WW83%190 WETAL PoST —IYOC. TOOETAIL90N (C=11M'7 TYP Q M Po] i HBB.%,x5„B o TYP 0 THIS DRAWING IS THE SOLE PROPERTY OF PACIFIC AIR 3 CONTROL,INC. ANY REPRODUCTION,DUPLICATION, La F U HSs4%2x5/t6 ALOIMONS AND/OR MODI—ONS REQUIRE THE 50'-0" lYP WRTTIEN APPROVAL OF PACIFIC AIR CONTROL,INC. AREA OF WORK PROJECT MANAGER DESICiJEo BY E AH AHBO MR,BY CHECKED BY FLAG NOTES: BO AH - SCALE PROJECT N0. UUMI L AS NOTED T240202 lO PARAPET HAS VARIABLE HEIGHT DUE TO SLOPED ROOF. ALL EQUIPMENT IS COVERED BY PARAPET FROM STREET VIEW. TMR DRAWN nIlES MECHANICAL HVAC NEW ROOF PLAN 3 E to Y1J AREA OF WORK SHEET NUMBER �STRUCTURALLAYOUTPLAN MECHANICAL HVAC NEW ROOF PLAN a D 4s A EPLAN AREA OF WORK SCALE: 3/16"=1'-0" T H,oHz. M-3 s OF 5 cDPraICHT®zoDl PAq{Ic AIa cavma w 61 Air Conditioning Heating Controls Sales Service GOOSENECK EXHAUST Installation (SEE DETAIL #3) "QUALITY ASSURED" GOOSENECK EXHAUST (SEE DETAIL #3) pacific air control, Inc. PARAPET WALL HP-1 HP-2 HP-3 1916220th Street SE Suite M101 Bothell,WA 98011 ph:(206)682-6393 fax:(206)340-2270 Contractor's License No.:PACIFAC23OP8 www.pacificaircontrol.com 11 ROOF I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DAMPER I PROVIDE EXTERIOR R-21 BATT I R-6 INSULATION INSULATION ABOVE I� SUSPENDED CEILING INSULATED CD �y!I SUPPLY ` RETURN ENVELOPE 'I AIR S AIR I I I I I I I I I I SUPPLY I I I I C I I I I I I I AIR E PROM➢E EXTERIOR SUPPLY AND RETURN ♦^ I_E ERV-1 R-6 INSULATION DROPS TO HAVE 1' LINER INSULATION 12-0 (TYP) V W J L LJ Z ZLU Q T-BAR CEILING / RETURN SUPPLY /' Q O AIR AIR \� TRAINING HALLVIn UNISEX UNISEX OPEN OFFICE O 110 1 1 F 122 123 10, _ ti Q EXTERIOR GRADE FINISHED FLOOR '^ r Y/ ELEVATION VIEW SCALE: 3/16"=V-0" a METALLIC OR NON-METALLIC BAND OVER INSULATION (TYPICAL) HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED DUCT INSULATED, WITH VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION FOIL TAPE AT NO — oEscRlPnav INSULATION 02120124 REVIEW SET JOINT SEE NOTE 1. In 0 02/21/24 PERMIT SET UNIT GASKET PRE-INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL SLED AND SEISMIC HOLD DOWN CLIP ROOFTOP UNIT--",,,,,,_ ECONOMIZER STORM COLLAR PERMANENTLY ESUPPORTED TO�PREVENTT WOOD NAILER SEISMIC HOLDKINKING AND SHARP TURNS 0 UNIT DOWN CLIP ROOFTOP I METALLIC OR NON-METALLIC Q FACT SUPPLY/RETURN RIGID INSULATION ROOF CURB UNIT INSULATE INSIDE OF CURB TALL BIRD O DAMPER, FIRENDAMPERICOR - IllllnCONTROL, APPaovu oRPA IDccAlaNcoNTNOPnclrlc Ale CEILING DIFFUSER WITH VOLUME THIS DRI,WING IS THE SOLE PROPERTY OF INC. DUPLICATION, DUCT DROP ADDITIONS AND/OR OF PACIFIC AI CON RE THE SCREEN rO COMBINATION VOLUME/FIRE wR L,E PER ENERGY CODE DAMPER AS SCHEDULED E ROOFING MATERIAL FLASH INTO AH AHBO PROJECT MANAGER oESICidEO BY ROOF (BY OTHERS) ROOF CEILING DRANK BY CHECKED BY BO AM SCALE PROJECT NO. F CANT STRIP TRUSSE ROOF AS NOTED Tzaozoz 7 ORANiNG nTLES z ROOF DECK ELEVATION VIEW ROOFTOP SEAL ALL CRACKS AND NOTES: UNIT 1. EXTEND RIGID METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENTH DOES NOT DETAILS PENETRATIONS THRU ROOF SOUND—LINED EXCEED W-O". PROVIDE RIGID 90' ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DECK AS REQUIRED SUPPLY/RETURN EXHAUST DUCT DUCT WITHIN 6'-0" LENGTH LIMITATION. FILLER DROPS N (])STANDARD CURB DETAIL 2 R00 TS SCALE: TSOP UNIT DETAIL 3 GOON SE NECK EXHAUST DETAIL 4 �A ELNNG DIFFUSER DETAIL TS SHEET NUMBER M-4 s OF 5 CoR.IGHT. DI PAanc AIR_a w Air Conditioning Heating Controls Sales Service 1 2 1 END CLAMP Installation TOP CHORD OF "QUALITY ASSURED" EXISTING ROOF JOIST pacific air control, inc. 1916 220th Street BE Suite M101 Bothell,WA 98011 13'0 -- -- I ph:(206)682-6393 fax:(206)340-2270 ConUactor's License No.:PACIFAC230P8 p n n www.pacificaircontrol.com CURB SUPPORT TO BE SET ABOVE THE 0 HSS 4x2 HP-3 SPRINKLER RIPE T—BRACKET INSIDE FACE OF li SUPPORTED CURB HAD Y-3 1/2" MAIN 4"0 FIRE FIRE SPRINKLER OPEN SPRIN ER PIPE C PY HSS 4X2X5/16 20" ER E SU 07 S RAIL HEADS (TYP) '^ I v♦ V W _ Z ZLU B > Z 22" I-BEAM u u 0 H (TYP) � (7 iI INI LC) Z NISEx a IE J 12 123 $'-3 1/2" HP-2 HSS 4 ROOF CURB FRAMING PLAN A Q Q �_X2 TOP OF STEEL = TOP OF JOISTS C G 5'-10 HP-1 TYP ,w " Ii 3'-3 1/2" "i „X„ „Y, 22 TOP CHORD PANEL POINT 50' 0" HSS 4 X 2 HALL GYP 12 EXISTING ROOF DECK PURLIN (TYP a LOCKER HSS 4x2 RAIL (T/S—T/J) 121 � a EXISTING ROOF JOIST ROOF JOIST TOP CHORD END CLAMP D DA rE DE RPDO Q 02/20124 REVIEW SET END CLAMP HISS 4x2 RAIL 0 02/21/24 PERMIT SET 0 SECURING BRACKET NOTE: HSS 4x2 RAILS SHALL BE POSITIONED Q 3 O O O O SO THAT EITHER DIMENSION "X" OR "Y" THIS DRA,WINO IS THE SOLE PROPERTY OF PACIFIC AIR ROOF JOIST WEB IS LESS THAN OR EQUAL TO 6 INCHES. CO MOL,INC. ANY REPRODUCTION.DUPLICATION, ADDE TNE T—BRACKET WHERE SUCH AN ARRANGEMENT IS NOT WRIITENAPPR0 AND/OR PIDNs CONTRO,I WRITTEN APPROVAL OF PACIFIC AIR CONTROL,INC. N POSSIBLE. A cTMANA aY R gHBo DRAMA BY CHECKED BY SO AH SCALE PROJECT N0. SECTION SECTION AS NOTED T240202 NOTES: ORANINO TITLES HVAC CURB SUPPORT LAYOUT PLAN AND DETAILS 1. MEASUREMENTS ARE APPROXIMATE, INSTALLER MAY ALTER DISTANCES OF SUPPORTS N ONSITE FOR BEST LOCATION 2. DISTANCE BETWEEN PURLINS VARY, FIELD VARIFY 0 N ROOF CURB FRAMING NOTES: op CURB SUPPORT LAYOUT PLAN REFER TO THE CHICAGO CLAMP PRODUCT BROCHURE FOR COMPONENT SHEET NUMaER a D SCALE: 3/16" = 1'-0" CAPACITIES, INSTALLATION GUIDELINES AND ADDITIONAL INFORMATION. M-5 s OF 5 cDPraICHT®zoDl PAq{Ic Ala cavma Irvc. Smart Cap NCS HVAC Load Analysis for Andriy Heichenko EFEJke CHVACCOMMERCIAL HVAC LOADS Prepared By: Benjamin Ogorodnik Pacific Air Control, Inc 1916 220th St SE Bothell,WA 98021 (206)682-6396 Monday, February 12,2024 Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell WA 98021 Page 2 Building Summary Loads Building peaks in August at 4pm. Bldg Load Area Sen %Tot Lat Sen Net %Net Descriptions Quan Loss Loss Gain Gain Gain Gain Roof 0 0 0.00 0 0 0 0.00 Wall 927 2,333 4.01 0 -191 -191 -0.25 Glass 567 14,912 25.62 0 9,833 9,833 12.78 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 17,245 29.63 0 9,642 9,642 12.53 Lighting 4,074 0 0.00 0 13,902 13,902 18.07 Equipment 3,704 0 0.00 0 12,639 12,639 16.43 Pool Latent 0 0 0.00 0 0 0 0.00 People 55 0 0.00 10,488 12,696 23,184 30.13 Partition 761 6,845 11.76 0 3,042 3,042 3.95 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 567 0 0.00 471 4,545 5,016 6.52 Heat. Vent. 567 30,783 52.89 0 0 0 0.00 Cool. lnfil. 0 0 0.00 0 0 0 0.00 Heat. lnfil. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 4,422 4,422 5.75 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 2,364 4.06 0 3,599 3,599 4.68 Return Duct 0 965 1.66 0 1,488 1,488 1.93 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 58,202 100.00 10,959 65,976 76,936 100.00 Building Sen %Tot Lat Sen Net %Net Summary Loss Loss Gain Gain Gain Gain Ventilation 30,783 52.89 471 4,545 5,016 6.52 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Room Loads 24,089 41.39 10,488 51,921 62,409 81.12 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc Loads 3,330 5.72 0 9,510 9,510 12.36 Building Totals 58,202 100.00 10,959 65,976 76,936 100.00 Check Figures Total Building Supply Air (based on a 16' TD): 3,275 CFM Total Building Vent. Air (17.32% of Supply): 567 CFM Total Conditioned Air Space: 3,704 Sq.ft Supply Air Per Unit Area: 0.8842 CFM/Sq.ft Area Per Cooling Capacity: 577.7 Sq.ft/Ton S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell WA 98021 Page 3 Building Summary Loads cont'd Check Figures Cooling Capacity Per Area: 0.0017 Tons/Sq.ft Heating Capacity Per Area: 15.71 Btuh/Sq.ft Total Heating Required With Outside Air: 58,202 Btuh Total Cooling Required With Outside Air: 6.41 Tons S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell,WA 98021 - Page 4 Air Handler#1 - AHU-1 - Summary Loads Rm Description Area Htg.Loss Sen.Gain Lat.Gain Htg.O.A. Clg.O.A. No Room Peak Time People Htg.CFM Clg.CFM S.Exh Req.CFM Req.CFM Volume CFM/S ft CFM/S ft W.Exh Act.CFM Act.CFM 100 Will Call 900 5,554 12,188 1,710 5/P, 5/P, 1 006/ft2 0.06/ft2 5pm July 9 245 766 0 . 8,100 0.27 0.85 0 99 99 80 92 113 Hall 160 115 1,402 190 5/P, 5/P, 9 4 0.06/ft2 0.06/ftz am July 1 5 gg 0 1,440 0.03 0.55 0 15 15 2 11 115 Office 147 2,842 4,003 380 5/P, 5/P, 11 006/ft2 0.06/ft2 5pm July 2 125 252 0 . 1,323 0.85 1.71 0 19 19 41 30 116 Office 140 1,944 2,327 380 5/P, 5/P, 12 006/ft2 0.06/ft2 12am January 2 86 146 0 . 1,260 0.61 1.04 0 18 18 28 18 Room Peak Totals: 1,347 10,455 19,920 2,660 Total Rooms: 4 14 461 1,252 0 151 151 Unique Rooms: 4 12,123 0.34 0.93 0 151 151 S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell WA 98021 Pa e 5 Air Handler#1 - AHU-1 - Total Load Summary Air Handler Description: AHU-1 Constant Volume - Proportion Supply Air Fan: Blow-Thru with program estimated horsepower of 0.67 HP Fan Input: 65% motor and fan efficiency with 2.2 in. water across the fan Sensible Heat Ratio: 0.91 --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 5pm in July. Outdoor Conditions: Clg: 83' DB, 65' WB, 63.19 grains, Htg: 21° DB Indoor Conditions: Clg: 72' DB, 60% RH, Htg: 72' DB Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Room Space sensible loss: 10,455 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 8,300 Btuh 151 CFM Supply Duct sensible loss: 996 Btuh Return Duct sensible loss: 498 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 20,249 Btuh Heating Supply Air: 11,451 / (.999 X 1 .08 X 23) = 461 CFM Winter Vent Outside Air (32.7% of supply) = 151 CFM Room space sensible gain: 19,260 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 1,376 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 20,636 Btuh Cooling Supply Air: 20,636 / (.999 X 1.1 X 15) = 1,252 CFM Summer Vent Outside Air (12.0% of supply) = 151 CFM Return duct sensible gain: 605 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 1,823 Btuh 151 CFM Blow-thru fan sensible gain: 1,690 Btuh Total sensible gain on return side of coil: 4,119 Btuh Total sensible gain on air handling system: 24,755 Btuh Room space latent gain: 2,128 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: -692 Btuh Total latent gain on air handling system: 1,436 Btuh Total system sensible and latent gain: 26,191 Btuh Check Figures Total Air Handler Supply Air (based on a 15' TD): 1,252 CFM Total Air Handler Vent. Air (12.05% of Supply): 151 CFM Total Conditioned Air Space: 1,347 Sq.ft Supply Air Per Unit Area: 0.9293 CFM/Sq.ft Area Per Cooling Capacity: 617.2 Sq.ft/Ton Cooling Capacity Per Area: 0.0016 Tons/Sq.ft S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. AL Smart Cap NCS Bothell WA 98021 Page 6 Air Handler#1 - AHU-1 - Total Load Summary cont'd Check Figures Heating Capacity Per Area: 15.03 Btuh/Sq.ft Total Heating Required With Outside Air: 20,249 Btuh Total Cooling Required With Outside Air: 2.18 Tons S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell,WA 98021 - Page 7 Air Handler#2 - AHU-2 - Summary Loads Rm Description Area Htg.Loss Sen.Gain Lat.Gain Htg.O.A. Clg.O.A. No Room Peak Time People Htg.CFM Clg.CFM S.Exh Req.CFM Req.CFM Volume CFM/S ft CFM/S ft W.Exh Act.CFM Act.CFM 110 Training Room 810 3,602 15,171 4,560 5/P, 5/P, 8 006/ft2 0.06/f 1 1 5pm July 24 190 798 70 . 9 190 173 7,290 0.23 0.99 70 114 Break 210 221 2,468 760 5/P, 5/P, 10 006/ft2 0.06/ft2 4am July 4 12 130 0 . 1,890 0.06 0.62 0 33 33 12 28 Room Peak Totals: 1,020 3,822 17,639 5,320 Total Rooms: 2 28 201 928 70 201 201 Unique Rooms: 2 9,180 0.20 0.91 70 201 201 S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell WA 98021 Pa e 8 Air Handler#2 - AHU-2 - Total Load Summary Air Handler Description: AHU-2 Constant Volume - Proportion Supply Air Fan: Blow-Thru with program estimated horsepower of 0.49 HP Fan Input: 65% motor and fan efficiency with 2.2 in. water across the fan Sensible Heat Ratio: 0.80 --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 5pm in August. Outdoor Conditions: Clg: 79' DB, 66' WB, 75.52 grains, Htg: 21° DB Indoor Conditions: Clg: 74' DB, 60% RH, Htg: 70' DB Because of the diversity in room, plenum and ventilation loads, the room sensible peak time in July at 5pm is different from the total system peak time, hence the air system CFM was computed using a room sensible load of 16,319. Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Room Space sensible loss: 3,822 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 10,639 Btuh 201 CFM Supply Duct sensible loss: 434 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 14,895 Btuh Heating Supply Air: 4,256 / (.999 X 1.08 X 20) = 201 CFM Winter Vent Outside Air (100.0% of supply) = 201 CFM Room space sensible gain: 15,902 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 1,020 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 16,922 Btuh Cooling Supply Air: 17,339 / (.999 X 1.1 X 17) = 928 CFM Summer Vent Outside Air (21.7% of supply) = 201 CFM Return duct sensible gain: 399 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 1,106 Btuh 201 CFM Blow-thru fan sensible gain: 1,253 Btuh Total sensible gain on return side of coil: 2,758 Btuh Total sensible gain on air handling system: 19,680 Btuh Room space latent gain: 4,256 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: -52 Btuh Total latent gain on air handling system: 4,204 Btuh Total system sensible and latent gain: 23,884 Btuh Check Figures Total Air Handler Supply Air (based on a 17' TD): 928 CFM Total Air Handler Vent. Air (21.68% of Supply): 201 CFM Total Conditioned Air Space: 1,020 Sq.ft S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. AL Smart Cap NCS Bothell WA 98021 Page 9 Air Handler#2 - AHU-2 - Total Load Summary cont'd Check Figures Supply Air Per Unit Area: 0.9098 CFM/Sq.ft Area Per Cooling Capacity: 512.5 Sq.ft/Ton Cooling Capacity Per Area: 0.0020 Tons/Sq.ft Heating Capacity Per Area: 14.60 Btuh/Sq.ft Total Heating Required With Outside Air: 14,895 Btuh Total Cooling Required With Outside Air: 1.99 Tons S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell,WA 98021 Page 10 Air Handler#3 - AHU-3 - Summary Loads Rm Description Area Htg.Loss Sen.Gain Lat.Gain Htg.O.A. Clg.O.A. No Room Peak Time People Htg.CFM Clg.CFM S.Exh Req.CFM Req.CFM Volume CFM/S ft CFM/S ft W.Exh Act.CFM Act.CFM 101 Open Office 430 0 4,231 950 5/P2 5/P2 2 12am January 5 0 240 0 0.06/ft 0.06/ft 3,870 0.00 0.56 0 51 51 0 47 102 Conference 266 2,335 5,416 2,280 5/P, 5/P, 3 Room 12 103 307 0 0.06/ft2 0.06/ft2 3pm July 2,394 0.39 1.16 0 76 76 51 60 103 Office 108 721 1,417 380 5/P, 5/P, 4 006/ft2 0.06/ft2 3pm July 2 32 80 0 . 972 0.29 0.74 0 16 16 16 16 104 Office 126 1,535 1,844 380 5/P, 5/P, 5 006/ft2 0.06/ftz 3pm July 2 68 105 0 . 1,134 0.54 0.83 0 18 18 34 21 105 Office 147 1,495 1,948 380 5/P, 5/P, 6 006/ft2 0.06/ft2 3pm July 2 66 111 0 . 1,323 0.45 0.75 0 19 19 33 22 107 Copy/Supplies 140 2,106 2,399 380 5/P2 5/P2 7 12am January 2 93 136 0 0.06/ft 0.06/ft 1,260 0.66 0.97 0 18 18 46 27 122 Unisex 60 540 900 190 5/P, 5/P, 13 12am January 1 24 51 0 0.06/ftz 0.06/ft2 480 0.40 0.85 0 9 9 12 10 123 Unisex 60 1,080 1,140 190 5/P, 5/P, 14 006/ft2 0.06/ft2 12am January 1 48 65 0 . 480 0.79 1.08 0 9 9 24 13 Room Peak Totals: 1,337 9,812 19,295 5,130 Total Rooms: 8 27 433 1,095 0 215 215 Unique Rooms: 8 11,913 0.32 0.82 0 215 215 S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell WA 98021 Pa e 11 Air Handler#3 - AHU-3 - Total Load Summary Air Handler Description: AHU-3 Constant Volume - Proportion Supply Air Fan: Blow-Thru with program estimated horsepower of 0.58 HP Fan Input: 65% motor and fan efficiency with 2.2 in. water across the fan Sensible Heat Ratio: 0.82 --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 3pm in August. Outdoor Conditions: Clg: 81° DB, 66' WB, 71.66 grains, Htg: 21° DB Indoor Conditions: Clg: 72' DB, 60% RH, Htg: 72' DB Because of the diversity in room, plenum and ventilation loads, the room sensible peak time in July at 3pm is different from the total system peak time, hence the air system CFM was computed using a room sensible load of 18,053. Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Room Space sensible loss: 9,812 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 11,844 Btuh 215 CFM Supply Duct sensible loss: 935 Btuh Return Duct sensible loss: 467 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 23,059 Btuh Heating Supply Air: 10,747 / (.999 X 1 .08 X 23) = 433 CFM Winter Vent Outside Air (49.7% of supply) = 215 CFM Room space sensible gain: 17,556 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 1,204 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 18,760 Btuh Cooling Supply Air: 19,257 / (.999 X 1.1 X 16) = 1,095 CFM Summer Vent Outside Air (19.7% of supply) = 215 CFM Return duct sensible gain: 484 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 2,129 Btuh 215 CFM Blow-thru fan sensible gain: 1,479 Btuh Total sensible gain on return side of coil: 4,091 Btuh Total sensible gain on air handling system: 22,851 Btuh Room space latent gain: 4,104 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 202 Btuh Total latent gain on air handling system: 4,306 Btuh Total system sensible and latent gain: 27,157 Btuh Check Figures Total Air Handler Supply Air (based on a 16' TD): 1,095 CFM Total Air Handler Vent. Air (19.65% of Supply): 215 CFM Total Conditioned Air Space: 1,337 Sq.ft S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software DevelopmenAel Pacific Air Control, Inc. AL Smart Cap Bothell WA 98021 Pa Air Handler#3 - AHU-3 - Total Load Summary cont'd Check Figures Supply Air Per Unit Area: 0.8191 CFM/Sq.ft Area Per Cooling Capacity: 590.8 Sq.ft/Ton Cooling Capacity Per Area: 0.0017 Tons/Sq.ft Heating Capacity Per Area: 17.25 Btuh/Sq.ft Total Heating Required With Outside Air: 23,059 Btuh Total Cooling Required With Outside Air: 2.26 Tons S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell WA 98021 Pa a 13 Room Detailed Loads (At Room Peak Times) Load Radian Description Unit U.Fac/ Conv. t Total Lat. Htg. Htg. Quan Usage S.Gain S.Gain S.Gain Gain Mult. Loss Room 1-100 Will Call peaks (sensible) in July at 5pm, Air Handler 1 (AHU-1), Zone 1, 30.0 x 30.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F, WIDB: 720F Wall-1-W-Type:18 140 0.050 10 21 31 2.550 356 Wall-2-N-Type:18 167 0.050 -5 -8 -13 2.550 425 GIs-W-1-5%S 90.0 0.360 1,236 1,702 2,938 26.520 2,387 Unshaded Beam 85.5 0 0 0 GIs-N-1-49%S 90.0 0.360 261 452 713 26.520 2,387 Unshaded Beam 45.9 0 0 0 Lights-Prof=1 990 1.000 1,115 2,263 3,378 Equipment-Prof=1 900 1.000 2,457 614 3,071 0 People-Prof=1 9.0 1.000 828 1,242 2,070 1,710 Sub-total 12,188 1,710 5,554 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 12,188 1,710 5,554 Room 2-101 Open Office peaks (sensible) in January at 12am, Air Handler 3 (AHU-3), Zone 1, 21.5 x 20.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F WIDB: 72°F Lights-Prof=1 473 1.000 533 1,081 1,614 Equipment-Prof=1 430 1.000 1,174 293 1,467 0 People-Prof=1 5.0 1.000 460 690 1,150 950 Sub-total 4,231 950 0 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 4,231 950 0 Room 3-102 Conference Room peaks (sensible) in July at 3pm, Air Handler 3 (AHU-3), Zone 1, 19.0 x 14.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F WIDB: 720F Wall-1-N-Type:18 42 0.050 -1 -2 -3 2.550 107 GIs-N-1-0%S 84.0 0.360 302 451 753 26.520 2,228 Unshaded Beam 84.0 0 0 0 Lights-Prof=1 293 1.000 329 669 998 Equipment-Prof=1 266 1.000 726 182 908 0 People-Prof=1 12.0 1.000 1,104 1,656 2,760 2,280 Sub-total 5,416 2,280 2,335 Safety factors: +0% +0% +0% S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. Smart Cap NCS Bothell WA 98021 Pa e 14 Room Detailed Loads (At Room Peak Times) (cont'd) Load Radian � Description Unit U.Fac/ Conv. t Total Lat. Htg. Htg. Quan Usage S.Gain S.Gain S.Gain Gain Mult. Loss Total w/ safety factors: 5,416 2,280 2,335 Room 4-103 Office peaks (sensible) in July at 3pm, Air Handler 3 (AHU-3), Zone 1, 9.0 x 12.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F, WIDB: 720F Wall-1-N-Type:18 65 0.050 -2 -3 -5 2.550 164 GIs-N-1-0%S 21.0 0.360 75 113 188 26.520 557 Unshaded Beam 21.0 0 0 0 Lights-Prof=1 119 1.000 134 272 405 Equipment-Prof=1 108 1.000 295 74 369 0 People-Prof=1 2.0 1.000 184 276 460 380 Sub-total 1,417 380 721 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 1,417 380 721 Room 5-104 Office peaks (sensible) in July at 3pm, Air Handler 3 (AHU-3), Zone 1, 10.5 x 12.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F, WIDB: 720F Wall-1-N-Type:18 41 0.050 -1 -2 -3 2.550 103 GIs-N-1-0%S 54.0 0.360 194 290 484 26.520 1,432 Unshaded Beam 54.0 0 0 0 Lights-Prof=1 139 1.000 156 317 473 Equipment-Prof=1 126 1.000 344 86 430 0 People-Prof=1 2.0 1.000 184 276 460 380 Sub-total 1,844 380 1,535 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 1,844 380 1,535 Room 6-105 Office peaks (sensible) in July at 3pm, Air Handler 3 (AHU-3), Zone 1, 14.0 x 10.5, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F, WIDB: 720F Wall-1-N-Type:18 60 0.050 -2 -3 -5 2.550 153 Wall-2-E-Type:18 27 0.050 4 6 9 2.550 69 GIs-N-1-0%S 48.0 0.360 172 258 430 26.520 1,273 Unshaded Beam 48.0 0 0 0 Lights-Prof=1 162 1.000 182 370 552 Equipment-Prof=1 147 1.000 401 100 502 0 People-Prof=1 2.0 1.000 184 276 460 380 S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. AL Smart Cap NCS Bothell WA 98021 Page 15 Room Detailed Loads At Room Peak Times cont'd Load Radian Description Unit U.Fac/ Conv. t Total Lat. Htg. Htg. Quan Usage S.Gain S.Gain S.Gain Gain Mult. Loss Sub-total 1,948 380 1,495 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 1,948 380 1,495 Room 7-107 Copy/Supplies peaks (sensible) in January at 12am, Air Handler 3 (AHU-3), Zone 1, 14.0 x 10.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F WIDB: 72°F Partition-1-1 234 0.100 936 0 936 9.000 2,106 Lights-Prof=1 154 1.000 173 352 525 Equipment-Prof=1 140 1.000 382 96 478 0 People-Prof=1 2.0 1.000 184 276 460 380 Sub-total 2,399 380 2,106 Safety factors: +0% +0% +0% Total w/ safety factors: 2,399 380 2,106 Room 8-110 Training Room peaks (sensible) in July at 5pm, Air Handler 2 (AHU-2), Zone 1, 40.5 x 20.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB: 70°F Wall-1-W-Type:18 150 0.050 5 13 19 2.450 368 Wall-2-S-Type:18 45 0.050 2 2 4 2.450 110 Wall-3-N-Type:18 27 0.050 -2 -3 -5 2.450 66 GIs-W-1-5%S 120.0 0.360 1,616 2,213 3,830 25.480 3,058 Unshaded Beam 114.0 0 0 0 Lights-Prof=1 891 1.000 1,003 2,037 3,040 Equipment-Prof=1 810 1.000 2,211 553 2,764 0 People-Prof=1 24.0 1.000 2,208 3,312 5,520 4,560 Sub-total 15,171 4,560 3,602 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 15,171 4,560 3,602 Room 9-113 Hall peaks (sensible) in July at 4am, Air Handler 1 (AHU-1), Zone 1, 16.0 x 10.0, onstruction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F, WIDB: 2°F Wall-1-W-Type:18 45 0.050 10 16 26 2.550 115 Lights-Prof=1 176 1.000 198 402 601 Equipment-Prof=1 160 1.000 437 109 546 0 S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. AL Smart Cap NCS Bothell WA 98021 Page 16 Room Detailed Loads At Room Peak Times cont'd Load Radian � Description Unit U.Fac/ Conv. t Total Lat. Htg. Htg. Quan Usage S.Gain S.Gain S.Gain Gain Mult. Loss People-Prof=1 1.0 1.000 92 138 230 190 Sub-total 1,402 190 115 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 1,402 190 115 Room 10-114 Break peaks (sensible) in July at 4am, Air Handler 2 (AHU-2), Zone 1, 20.0 x 10.5, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB: 70OF Wall-1-W-Type:18 90 0.050 17 26 43 2.450 221 Lights-Prof=1 231 1.000 260 528 788 Equipment-Prof=1 210 1.000 573 143 717 0 People-Prof=1 4.0 1.000 368 552 920 760 Sub-total 2,468 760 221 Safety factors: +0% +0% +0% Total w/ safety factors: 2,468 760 221 Room 11-115 Office peaks (sensible) in July at 5pm, Air Handler 1 (AHU-1), Zone 1, 14.0 x 10.5, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F, WIDB: 720F Wall-1-W-Type:18 30 0.050 2 5 7 2.550 77 Partition-2-1 130.5 0.100 522 0 522 9.000 1,175 GIs-W-1-5%S 60.0 0.360 824 1,136 1,960 26.520 1,591 Unshaded Beam 57.0 0 0 0 Lights-Prof=1 162 1.000 182 370 552 Equipment-Prof=1 147 1.000 401 100 502 0 People-Prof=1 2.0 1.000 184 276 460 380 Sub-total 4,003 380 2,842 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 4,003 380 2,842 Room 12-116 Office peaks (sensible) in January at 12am, Air Handler 1 (AHU-1), Zone 1, 14.0 x 10.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 72°F, IDB: 72°F Partition-1-1 216 0.100 864 0 864 9.000 1,944 Lights-Prof=1 154 1.000 173 352 525 Equipment-Prof=1 140 1.000 382 96 478 0 S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. Pacific Air Control, Inc. AL Smart Cap NCS Bothell WA 98021 Pa a 17 Room Detailed Loads At Room Peak Times cont'd Load Radian � Description Unit U.Fac/ Conv. t Total Lat. Htg. Htg. Quan Usage S.Gain S.Gain S.Gain Gain Mult. Loss People-Prof=1 2.0 1.000 184 276 460 380 Sub-total 2,327 380 1,944 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 2,327 380 1,944 Room 13-122 Unisex peaks (sensible) in January at 12am, Air Handler 3 (AHU-3), Zone 1, 8.0 x .5 Construction Type: 20 Interior Light Construction No Carpet), SIDB: 72°F WIDB: 72°F Partition-1-1 60 0.100 240 0 240 9.000 540 Lights-Prof=1 66 1.000 74 151 225 Equipment-Prof=1 60 1.000 164 41 205 0 People-Prof=1 1.0 1.000 92 138 230 190 Sub-total 900 190 540 Safety factors: +0% +0% +0% Total w/ safety factors: 900 190 540 Room 14-123 Unisex peaks (sensible) in January at 12am, Air Handler 3 (AHU-3), Zone 1, 8.0 x 7.5 Construction Type: 20 Interior Light Construction No Carpet), SIDB: 72°F WIDB: 72°F Partition-1-1 120 0.100 480 0 480 9.000 1,080 Lights-Prof=1 66 1.000 74 151 225 Equipment-Prof=1 60 1.000 164 41 205 0 People-Prof=1 1.0 1.000 92 138 230 190 Sub-total 1,140 190 1,080 Safety factors: +0% +0% +0% --------- --------- --------- Total w/ safety factors: 1,140 190 1,080 S:\Engineering\Chvac 8 Projects\SmartCap NCS TI 12-22-23.CH8 Monday, February 12,2024, 10:17 AM STRUCTURAL CALCULATIONS FOR: SMART CAP NCS 17216 51 ST AVE NE ALRINGTON, WA CLIENT: PACIFIC AIR CONTROL FEBRUARY 141 2024 �p 3. Mq�S Q. of Was 9 �P G� i -A �� Cl a 41206 �RL EN ss�0NAL MALSAM TSANG STRUCTURAL ENGINEERING 122 S JACKSON ST SUITE 210 SEATTLE WA 98104 206.789.6038 T 1 206.789.6042 F SMART CAP NCS - NEW RTU GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS) 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION. 2. DESIGN LOADING CRITERIA SNOW 25 PSF MECHANICAL UNIT HP1-3 - 575 LBS WIND METHOD - DIRECTIONAL PROCEDURE Kzt=1.0, GCpi=0.18, 98 MPH (RISK CATEGORY II) , EXPOSURE "B" EARTHQUAKE SDI = 0.760 SITE CLASS D to E 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE 30B SITE AT THE TIME OF INSPECTION FOR THE INSPECTORS USE AND REFERENCE. 7. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 8. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION AND/OR DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING Page 1 of 24 DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 20 PSF. 9. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 10. FASTENERS: SHEET METAL SCREWS SHALL BE ITW BUILDEX TEKS SELECT TMSELF-DRILLING STRUCTURAL FASTENERS OR AN APPROVED EQUAL. 11. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. HP SHAPES SHALL CONFORM TO ASTM A572 GRADE 50, Fy = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE C, Fy = 50 KSI (SQUARE AND RECTANGULAR) , Fy = 46 KSI (ROUND) . CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325, UNO. 12. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 13. CONNECT THE CURB OF THE NEW RTU TO THE HSS 4x2x5/16 PER PLAN w/ A MINIMUM OF (3) #12 SHEET METAL SCREWS AT A MAXIMUM SPACING OF 24" ON-CENTER SPACING ON EACH SIDE OF THE UNIT FOR A TOTAL OF (12) SCREWS MINIMUM. PLACE ONE SCREW AT 6" TO 8" FROM EACH CORNER OF THE UNIT AND THE REMAINING SCREWS APPROXIMATELY EQUIDISTANT BETWEEN THE CORNERS. 14. CONNECT THE BASE OF THE NEW RTU TO THE ROOF CURB WITH A MINIMUM OF (3) #12 SHEET METAL SCREWS AT A MAXIMUM SPACING OF 24" ON-CENTER SPACING ON EACH SIDE OF THE UNIT WITH A MINIMUM OF (12) SCREWS TOTAL. PLACE ONE SCREW AT 6" TO 8" FROM EACH CORNER OF THE UNIT AND THE REMAINING SCREWS APPROXIMATELY EQUIDISTANT BETWEEN THE CORNERS. Page 2 of 24 2/12/24, 10:38 PM U.S.Seismic Design Maps USGS web services were down for some period of time and as a result this tool wasn't operational,resulting in timeout error. USGS web services are now operational so this tool should work as expected. OSHPD Smart Cap NCS 17216 51st Ave NE, Arlington, WA 98223, USA Latitude, Longitude: 48.1543119, -122.1639152 175th PI NE Cobalt EnterprisesQ D z Stillaguamish m Athletic Club Buzz Inn Steakhouse Tacos El Rey #2 531 __9I Go le Walker's Coffee g Map data©2024 Date 2/12/2024, 10:38:29 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D-Stiff Soil Type Value Description Ss 1.06 MCER ground motion.(for 0.2 second period) S1 0.378 MCER ground motion.(for 1.0s period) SMs 1.141 Site-modified spectral acceleration value SM1 null-See Section 11.4.8 Site-modified spectral acceleration value SDS 0.76 Numeric seismic design value at 0.2 second SA SD1 null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null-See Section 11.4.8 Seismic design category Fa 1.076 Site amplification factor at 0.2 second Fv null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.449 MCEG peak ground acceleration FPGA 1.151 Site amplification factor at PGA PGAM 0.517 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.06 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.162 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1 RT 0.378 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.425 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1 D 0.6 Factored deterministic acceleration value.(1.0 second) https://www.seismicmaps.org Page 3 of 24 1/3 2/12/24, 10:38 PM U.S.Seismic Design Maps Type Value Description PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) PGAUH 0.449 Uniform-hazard(2%probability of exceedance in 50 years)Peak Ground Acceleration CRS 0.912 Mapped value of the risk coefficient at short periods CR1 0.89 Mapped value of the risk coefficient at a period of 1 s CV 1.312 Vertical coefficient https://www.seismicmaps.org Page 4 of 24 2/3 2/12/24, 10:38 PM U.S.Seismic Design Maps DISCLAIMER While the information presented on this website is believed to be correct,SEAOC/OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.SEAOC/OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website. https://www.seismicmaps.org Page 5 of 24 3/3 TYPICAL BEAM CASES *ASSUME CASE 1 FOR ALL BEAMS U.N.O. CASE #1: (Cl) CASE #5: (C5) P1 P2 w wz W1 W3 1 L 1 L1 I L2 A► R1 R2 R1 R2 CASE #2: (C2) CASE #6: (C6) P W1 w2 W1 w2 L1 I L2 t L R1 R2 R1 R2 CASE #3: (C3) CASE #7: (C7) P w1 w W1. wz z 1 L ALA I L1 I L2 R1 R2 R1 R2 R3 CASE #4: (C4) P1 P2 w1 2 w w3 L1 I L2 I L3 R1 R2 -, SMART CAP NCS 2/13/2024 Project Date 17216 51 ST AVE NE 0486.2024.04 122 South Jackson Proi.No. LSAM Suite 210 ALRINGTON,WA JRF MA Seattle,WA 98104 TSANGLSAM t 206.789.6038 Design STRUCTURAL DC4 ENGINEERING f 206.789.6042 Page 6 of 24 Sheet f 1z N tLT Qg S FTL C3>!-aEw l2cx�p T.p ulu.iTS 'R:� F3a td l tTAWCD 01�1 TD P of $`PEEL F9?AME0 11 AouSi7Z Wl. 1301L-(. r,-C,I 4 7HE. 09E OP G4 ,Al,p .s,eST� t.oa,crcs LADE : 2S PsF L.lvE _ 35 PSF FAO : Rye'Ir.I..C� i-t�SF METRL. OFakANL.(_ ZF'sF MEN ZPSF 9 PSr osE_ io PS F PIEvJ U►.GiS = S-H # '545# ly CoR►aEi�S = i' Iy C,0 r ,f S- wT = 14:4 r`�9 ��+) = 1`1Z.25 uSF- 200# r-oi. -MSS 01IFUC-4-L ("Ml;) \/EFZ.T-iC^L- CtIEC.ICS IyEK-T 5HEt=T IrSZ> CHEtI..�. (55') 12 TI=1�, l6c aEw3 OSEO wtL /k-TFAc-WIF.� 1 6 F OKal T- TeAlr ; lata-W vc,�? = 3 42* L9?u Pr PfJ2 5-3 ; 8� SNLAQ-T CAP _-AR w Q-67 1-k AI P r-o CT 1ti jo,3s %A,- a /20 2y PROJECT DATE SI"r ACE N E 64a, ZoZ.�G oy PROJECT NO MALSAM 122 SOUTH JACKSON ST DESIGN SUITE 210 TSANG SEATTLE,WA 98104 Page 7 of 24 S STRUCTURAL T 206.789.6038 - - - ENGINEERING MALSAM-TSANG.COM SHEET vE141cAI. c+AEc-S Cs> w21 x55 tit_w i ISS SEAM S .w Ot-b-t CAa.E U AIO Ki C-P Ccy� W=DM S5'/. P�= IT-ft+Vt Cam,) p2� 10-4:b +14(ro1) x (� -Fv= 1.4b (.tag u I.as = 1.53ks� 12,= 584 et (132�� _Q- 9.ti 1�5; Re 64bt C lq."ty - 11-- .3ks: 1-kex o = -Pr t-oA0 e 32.5At 1 9I.54 �Fx2x5/1co fL .= lt.S(oa UPAOS m-k A't1Z1_ fZX?-LS L.J/JLv—1 -n4E- QL' I.85U 19t.1.�T w-s ra (az-sic-Plu -ra M, t'f�+$5 ` 1'• �cS o osz vin1AL drn ' 1(..o2�s• C � BM ok '„= 1.52.ks: t_=2s ' et C£�LD33rc13o Q `l4 (.J�= 51/:x'03S=.'belrl 42n = `f•Oef1=s, xI.OS - 9•'f9�•�� MEw = FT tD{o @ 14.5 L'T �Z� 43•SI`` x2 = 3bc6Y► ?SE- 40oiF C0RC.Ne(t4 jt.,c S.�C�. ►� = 21.35'tns'. - ZZ.rlIBL�s: (n� r t Sr2 sSs'S t�6.0 PT WAoS fV o)e\, ?, = S5x2 = I.fS►� = 0IZICn.I"At— P--.%- 1T k "NV-F- ALL wm4t-a PZ= •5�5 `1 }y CAIPVkc-47� OF A iZl= 4z.9�� y, Wlca x31 C F� 6rA 01c A`i' 2a= I_J4.Z-41 3k SzTzsSes l 13 Z- Zo2 S r�AZT _C..t� -—--- — - ' y _ PROJECT DATE I 2�cam__SI'T AvE PROJECT NO LVz1.1A11��e>Kx I1.�9A _ •��1= MALSAM 122 SOUTH JACKSON ST DESIGN SUITE 210 TSANG SEATTLE,WA 98104 Page 8 of 24 52. STRUCTURAL T 206.789.6038 -------- -- --- _-- ENGINEERING MALSAM-TSANG.COM SHEET LATERAL RTU: HP1-3 WIND: ASCE 7 Ref. qZ= 0.00256*Kz*Kzt*Kd*Ke*V2* Ip eq. 26.10-1 Kd = 0.85 Table 26.6-1 KZt= 1.00 26.8.2 Ke= 1.00 Table 26.9-1 KZ= 0.70 26.10-1 V = 98 mph 26.5 Ip= 1.00 qZ= 14.63 psf 26.10.1 qh= 14.63 psf Unit Height (h) 55.00 inches Unit Width (d) 45.00 inches Unit Length (1) 70.00 inches Unit Weight 575.00 pounds Bldg. Height 30.00 feet Af= 26.74 sf 29.4.1 B*h= 175 sf 29.4.1 0.1*B*h= 17.50 sf 29.4.1 Adjustment 0.15 29.4.1 GCr= 1.75 29.4.1 Fh= qh*GCr*Af= 683 pounds eq. 29.4-2 h/d = 1.22 FIG. 29.3.1 Ar= 21.88 sf 29.4.1 B*L= 17.19 FIG. 29.3.1 O.1B*L= 1.72 29.4.1 Adjustment 0.38 29.4.1 Gcr= 1.12 29.4.1 Fv= qh*GCr*Ar = 358 pounds 29.4-3 W= 575 > 358 No uplift SEISMIC: FP= (0.4* a *SDS*WP/ RP/ 1p)(1 + 2*z/h) 13.3-1 ap = 2.5 Rp = 6.0 Sds= 0.760 Fp= 219 pounds FP= 0.2*SDS*Wp (vert) 13.3.1.2 Fup= 87 (vert) -, SMART CAP NCS 2/13/2024 Protect Date 17216 51 ST AVE N E 0486.2024.04 122 South Jackson Prot.No. SAM Suite 210 ALRINGTON,WA JRF MAL Seattle,WA 98104 TSANG SAM t 206.789.6038 Desian STRUCTURALS3 ENGINEERING f 206.789.6042 Page 9 of 24 _ Sheet Air Conditioning Heating Controls Sales C Service Installation "QUALITY ASSURED" pacific air control, inc. 1916 220th Street SE Suite M101 62' 6" 54'-0" Bothell,WA 98011 ph:(206)682-6393 fax:(206)340-2270 Contractor's License No.:PACIFAC23OP8 www.pacificaircontrol.com 13'-0" W10X15 HP-3 25'-0" V W /Z zLU Q W16X31 IL 13'-0" TYP Q Z C~7 B _ H LO z � J HP-2 FOR BRACKET DETAILS REFER WW33X130 METAL POST Q X TO DETAILS ON (C=1 1/2") TYP 39-7116"O.C. i; 1-: PG.2 TYP HSS4X2x5/16 TYP HP-1 r- i HSS 4 X 2 x 5/16 TYP a 50'-01, NO DATE BEscRIPnoN 02120124 REVIEW SET 0 a W21 X55 0 TYP 3 THIS DRA,WINO IS THE SOLE PROPERTY OF PACIFIC AIR CONTROL,INC. ANY REPRODUCTION,DUPLICATION, ADDITIONS AND/OR MODIFlCATIONS REQUIRE THE WRITTEN APPROVAL OF PACIFIC AIR CONTROL,INC. U PROJECT MANAGER OES'CiJEO BY E AH AHBO ORANN BY GIECKED RY BO AH SCALE PROJECT 7 AS NOTED T240202 GRaNTNc nTLES z STRUCTURAL PLAN 3 E O SHEET NUMBER -= 1 pp STRUCTURAL LAYOUT PLAN a D SCALE:3/16"=1'-0" j COPYRIGHT®-1 PAGFlC AIR-DR.,INC. 61 Page 10 of 24 Air Conditioning Heating Controls Sales C Service Installation "QUALITY ASSURED" pacific air control, inc. 1916 220th Street SE Suite M101 Bothell,WA 98011 ph:(206)682-6393 fax:(206)340-2270 Contractor's License No.:PACIFAC23OP8 www.pacificaircontrol.com END CLAMP TOP CHORD OF EXISTING ROOF JOIST n n II II HSS 4x2 T—BRACKET TOP CHORD PANEL POINT INSIDE FACE OF U W SUPPORTED CURB v EXISTING ROOF DECK Z Z Q HSS 4x2 RAIL W a Q HSS 4x2 RAIL (T/S=T/J) � 0 EXISTING ROOF JOIST Z ROOF JOIST TOP CHORD END CLAMP END CLAMP HSS 4x2 RAIL ROOF CURB (n n ---- HSS 3x1.5-� ROOF DECK Z HSS 4x2 RAIL IUI u �Jy SECURING BRACKET NOTE: HSS 4x2 RAILS SHALL BE POSITIONED ----- ---- _ � LL 0 0 O O SO THAT EITHER DIMENSION X OR Y Q ROOF JOIST WEB IS LESS THAN OR EQUAL TO 6 INCHES. WHERE SUCH AN ARRANGEMENT IS NOT ------- ---- POSSIBLE, REFERPOSSIBLE, REFER TO FRAMING PLAN "D" FASTENING CLIP �A SECTION SECTION SECTION ROOF CURB FRAMING PLAN TOP OF STEEL = TOP OF JOISTS a ROOF CURB FRAMING NOTES: NO °002120124 REVIEW SET JOIST GRIP FRAMING CLAMP SYSTEM SHOWN IS MANUFACTURED AND SOLD BY 0 CHICAGO CLAMP CO., BROADVIEW, ILLINOIS; PHONE 708-343-8311 Q a REFER TO THE CHICAGO CLAMP PRODUCT BROCHURE FOR COMPONENT CAPACITIES, INSTALLATION GUIDELINES AND ADDITIONAL INFORMATION. Q 0 Q 3 THIS DRA,WINO IS THE SOLE PROPERTY OF PACIFIC AIR CONTROL,INC. ANY REPRODUCTION,DUPLICATION, ADDUIONS AND/OR MODIFlCA11ONS REQUIRE THE WRITTEN APPROVAL OF PACIFIC AIR CONTROL,INC. U PROJECT MANAGER OES'CiJEO BY E AH AHBO DRANK BY GIECKED BY ED AH SCALE PROJECT NO. AS NOTED T240202 ORANING RILES Z STRUCTURAL DETAILS 3 E O SHEET NUMBER -= 2 61 s �j C°PYRIGHT®2001 PAGFlC AIR CONTROL INC. Page 11 of 24 ESR-3223 I Most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ITW BUILDEX TEKS SELECTM STRUCTURAL FASTENERS DRILLING LENGTH OF MINIMUM DESCRIPTION NOMINAL HEAD CAPACITYZ (in.) LOAD- (nom.size-tp HEAD DRILL REQUIRED i x DIAMETER STYLE' DIAMETER POINT BEARING PROTRUSION ° length) (in.) (in.) Min. Max. AREAS (inch) inch) #10-16x'/4' 0.190 HWH 0.400 Tek/3 0.036 0.150 0.500 0.408 #12-1408" 0.216 HWH 0.415 Tek/3 0.036 0.187 0.470 0.529 #12-14xl" 0.216 HWH 0.415 Tek/3 0.036 0.187 0.500 0.544 #12-14xl" 0.216 UPFH 0.418 Tek/3 0.036 0.187 0.500 0.544 #12-14x11/2" 0.216 HWH 0.415 Tek/3 0.036 0.187 1.000 0.544 #12-14x2" 0.216 HWH 0.415 Tek/3 0.036 0.187 1.500 0.544 1/4-14xl" 0.250 HWH 0.510 Tek/3 0.036 0.210 0.450 0.565 1/4-14xl'/2" 0.250 HWH 0.510 Tek/3 0.036 0.210 0.950 0.565 1/4-20x11/8" 0.250 HWH 0.510 Tek/4 0.210 0.312 0.500 0.635 1/4-20x11/2" 0.250 HWH 0.510 Tek/4 0.210 0.312 0.830 0.670 1/4-20x2" 0.250 HWH 0.510 Tek/4 0.210 0.312 1.330 0.685 1/4-20x21/2' 1 0.250 HWH 0.510 Tek/4 0.210 0.312 1.830 0.670 For SI:1 inch=25.4 mm. 'Head styles:HWH=hex washer head;UPFH=undercut Phillips flat head. 2 Drilling capacity refers to the minimum and maximum total allowable thicknesses of steel the fastener is designed to drill through. 'The load-bearing area is the threaded portion of the screw that is heat-treated to HRC 30-34.See Sections 3.0 and 4.2 and Figures 1 and 2 for further clarification. 4The minimum required protrusion is the larger of the induction hardened zone or the length from tip to the third thread. TABLE 2-ALLOWABLE TENSILE PULL-OUT LOADS(pounds-force)''2,3,4,5 SCREW NOMINAL DESIGN THICKNESS OF STEEL SHEET DESIGNATION DIAMETER I ONTACT WITH THE SCREW HEAD(inch) (in.) 0.048 0.060 0.075 0.105 1/8 3/16 1/4 #10-16 HWH 0.190 139 181 211 388 404 - - #12-14 HWH 0.216 138 186 229 481 496 808 - #12-14 UPFH 0.216 140 250 473 507 836 - 1/4-14 HWH 0.250 169 224 273 431 582 971 - 1/4-20 HWH 0.250 157 231 281 427 571 1065 1422 For SI:1 inch=25.4 mm,1 Ibf=4.45 N,1 ksi=6.89 MPa. 'For tension connections,the lower of the allowable pull-out,pull-over,and fastener tension strength found in Tables 2,3,and 4,respectively,must be used for design. ? i s b r tee mu t co ply with AIS S1 an ha e a ini um ten 'le s en h o 58 i. 4To calculate LRFD values,multiply values in the table by the ASD safety factor of 3.0 and multiply again with the LRFD resistance factor of 0.5. SThe"-"s mb I de ote pul out oft ste . TABLE 3-ALLOWABLE TENSILE PULL-OVER LOADS(pounds-force)''2,3,4,5 NOMINAL NOMINAL DESIGN THICKNESS OF STEEL SHEET SCREW DIAMETER EFFECTIVE PULL- IN CONTACT WITH SCREW HEAD(inch) DESIGNATION (in) OVER DIAMETER 0.048 0.060 0.075 0.105 1/8 (in.) #10-16 HWH 0.190 0.400 557 641 714 - - #12-14 HWH 0.216 0.415 619 793 893 1092 - #12-14 UPFH 0.216 0.418 489 620 712 - - 1/4-14 HWH 0.250 0.510 661 952 1069 1515 - 1/4-20 HWH 0.250 0.510 667 910 1070 1568 For SI:1 inch=25.4 mm,1 Ibf=4.45 N,1 ksi=6.89 MPa. 'For tension connections,the lower of the allowable pull-out,pull-over,and fastener tension strength found in Tables 2,3,and 4,respectively,must be used for design. 2Nominal strengths are based on laboratory tests. 'Steel must comply with AISI S100 and have a minimum tensile strength of 58 ksi. 4To calculate LRFD values,multiply values in the table by the ASD safety factor of 3.0 and multiply again with the LRFD resistance factor of 0.5. 'The"-"symbol denotes pull-over not tested. Job Name:Stock heat pumps Prepared For:Gensco MAiNE® Unit Tag:WSC036H4ROA01 0 Quantity:1 Trane Precedent Heat Pump Packaged Rooftop Unit Overview-WSC036H4ROA**OOOOOOOOOIOOOqL0000w000000 Application Unit Size r Supply Fan rnal Dimensions(in.)WE Operating Weight EER IEER/SEER Elevation External � Airflow Static Height Width Length Minimum Maximum DX cooling 3 Ton Pressure 12.1 EER 14.30 0.00 ft 1200 cfm 0.500 in 3.41 ft 3.69 ft 5.82 ft 507.0 lb 785.0 lb Unit Features Emmsnit only , r Voltage/phase/hertz 460/60/3 - MCA 11.00 A MOP 15.00 A MCA(230 w/Elec Heat) 0.00 A ,� MOP(230 w/Elec Heat) 0.00 A *See page 4 for electrical for unit + heater Unit is single point entry only ntering Dry Bulb 80.00 F Capacity Entering Wet Bulb 67.00 F Gross Total 39.43 MBh Ambient Temp 95.00 F Gross Sensible 29.42 MBh Leaving Coil Dry Bulb 55.64 F Net Total 38.68 MBh Leaving Coil Wet Bulb 55.55 F Net Sensible 28.67 MBh Leaving Unit Dry Bulb 57.92 F Fan Motor Heat 0.29 MBh Leaving Unit Wet Bulb 56.71 F Refrig Charge-circuit 1 7.7 lb Heat Pump Mode Output Heating Capacity 35.50 MBh Output Heating Capacity with Fan 35.79 MBh Heating Delta T 27.39 F Heating EAT 70.00 F Heating Ambient Temp 47.00 F Heating Ambient WB 42.60 F Heating Ambient Relative 70.00% Humidity Indoor Fan Data Outdoor Fan Data Type FC Centrifugal Type Propeller Drive Type Direct Fan Quantity 1 Evap Fan FLA 1.70 A Drive Type Direct Indoor Fan Performance Outdoor Fan Performance Airflow 1200 cfm ��Condenser Fan FLA 0.55 A Design ESP 0.500 in H2O Component SP 0.000 in H2O Total SP 0.500 in H2O Supply Motor Horsepower 0.750 hp Indoor Motor Operating Power 0.29 bhp Indoor RPM 795 rpm Compressor Sect • Accessories Power 2.93 kW Electric heaters 12 kW Electric heat 3 ph Circuit 1 RLA 6.60 A Circuit 2 RLA 0.00 A Page 13 of 24 2022/06/15 16:15:15 Page 1 of 9 Job Name:Stock heat pumps Prepared For:Gensco MANE® Unit Tag:WSC0361-14ROA01 Quantity:1 TOP PANEL CONDENSER FAN EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN(ALT) 3/4"-14 NPT DIA.HOLE CONDENSER COIL 4 1/4" ® o O 23 9/18' 0 0 UNIT CONTROL WIRE 7/8"DIA HOLE 42 1/4" SERVICE GAUGE PORT ACCESS 1 3/8"DIA.HOLE UNIT POWER WIRE ONTROLAND COMPRESSOR ACCESS PANEL SEE NOTE 3 THROUGH THE BASE CONDENSATE 23 IQ" 4 3116" r I I r I I I I I I RETURN I 24' SUPPLY 18" I I I I I I L " 151/2" 91/4" 14" L-18" PLAN VIEW UNIT DIMENSION DRAWING 0 RETURN 231/4' 407/8" HORIZONTAL SUPPLY 143/4" AIRFLOW 20 1/4" 4 314" 9 5/8" 00 00 5 5/8" 171/4" 8 7/8" 13 1/4" 3 3116" 4 1/4" 69 7/8" CONDENSATE 5 9/18" 7 5/8" PACKAGED HEATPUMP 441/4" DIMENSION DRAWING 2022/06/15 16:15:15 Page 14 of 24 Page 3 of 9 Job Name:Stock heat pumps Prepared For:Gensco MANE® Unit Tag:WSC0361-14ROA01 Quantity:1 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER MOTORIZED OUTSIDE AIR DAMPER C D MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST O HEATER 15.0lb TH RO UGHT TH E BASE ELECTRICAL(FIOPS) UNIT MOUNTED CIRCUIT BREAKER(FIOPS) UNIT MOUNTED DISCONNECT(FIOPS) POWERED CONVENIENCE OUTLET(FIOPS) HINGED DOORS(FIOPS) B O HAIL GUARD PACKAGED HEAT PUMP SMOKE DETECTOR,SUPPLY/RETURN CORNER WEIGHT ROOF CURB BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET AO 144.0 Ib CO 110.0 Ib (E)LENGHT (F)WIDTH 612.0Ib 507.OIb O 122.OIb pO 130.OIb 32" 21" NOTE: 1. OR ER I TS E IV F IN OR ATI N 0 LY. 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT.TO OBTAIN TOTAL WEIGHT,ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE>5 LBS. PACKAGED HEAT PUMP RIGGING AND CENTER OF GRAVITY 2022/06/15 16:15:15 Page 15 of 24 Page 5 of 9 Installation Figure 6. Curb dimensional data T/YSC036-060E,T/YHCO36E,T/YHCO37E,WSCO36-048E,WSC060ED 443MM C� 37 7/16. 951 MM 25 3/16- 14 9/16' I 640 MM 370 MM 8 8� '9f�M 263 MM 16568/MM ��; , • 16- IA' ! \v 65665 /MM O 356 MM 16 A'425 MM 1 344 MM S C C 1 7/e• < �T`qY�479 MM 65 13/16' 40 7/8' 9l 1670 MM 1038 MM C 'r9/1/C 41 7/16- 52' 1053 MM Ml MW fC�/i� 5I MM Figure 7. Curb dimensional data T/YSC036-060E,T/YHCO36E,T/YHCO37E,WSCO36-048E,WSC060ED 14 1/16" (357 MM) / 24 3/8" 16 3/16" (619 MM) /�--(411 MM) i 17 1/16" (433 MM) i ALL FLANGES 1 1/4"(32 MM) J i 14" 356 MM ACC-SVN43F-EN 7 Page 16 of 24 Weights and Center of Gravity Table 3. Heat pump corner weight and center of gravity Corner Wt. (Ibs) Center of Gravity (In.) Shipping Net Weight Unit Model Weight(Ibs) (Ibs) A B C D Length Width WSC036E 589 514 177 107 113 IM 117 29 20 WSC048E 600 525 181 109 115 119 29 20 WSC060ED 667 562 169 140 96 157 37 24 WSC060E 825 682 228 177 114 163 38 24 WSC072E 835 740 235 196 140 168 40 22 WSC090E 902 804 255 217 153 180 41 22 WSC120ED 1124 986 332 255 173 226 977 547 WSC120E 1431 1219 355 333 257 274 48 28 Note: Corner weights are given for information only. Unit is to be supported continuously by a curb or equivalent frame support. Figure 24. Center of gravity Figure 25. Center of gravity CENTER OF GRAVITY LENGTH A B t C CENTER OF O GRAVITY WIDTH B ll�i �T D 111 l llllli P` llllllllll Illllllll 111 IlllllL1111 ATTACH CHAIN OR Illllliil i:l CABLE T CLEVIS Illlll Ll tt:t ' llllllli ll'l I lllllill D C o 11 CENTER OF GRAVITY CENTER O�AVITY LENGTH CENTER OF G LENGTH /,VIDTH CLEVIS Table 4. Factory installed options(FIOPS)/accessory net weights(Ibs)a,b Net Weights T/YHC036E, T/YHC037E T/YHC072F,T/ T/YSC036E- T/YHC048- YSC072-102F, T/YSC120F, 060E 060F, T/YHC072E T/YHC092- WSC036E-048E, T/YHC047-067E T/YSC072-102E 102F, T/YHC092-120E Option/Accessory Description WSC060ED WSC060E WSC072-090E WSC120ED WSC120E 460 V IDM Transformer(`) 29 29 -- -- -- Barometric Relief 7 10 10 10 10 Belt Drive Motor(3 phase only) 31 31 -- -- -- Powered Convenience Outlet 38 38 38 38 50 Economizer 26 36 36 36 36 Electric Heat(d) 15 30 30 44 50 Coil Guard 12 20 20 20 30 Hinged Doors 10 12 12 12 12 Manual Outside Air Damper 16 26 26 26 26 Motorized Outside Air Damper 20 30 30 30 30 continued on next page 14 ACC-SVN43F-EN Page 17 of 24 Weights and Center of Gravity Table 4. Factory installed options(FIOPS)/accessory net weights(Ibs)a•b(continued) Net Weights T/YHC036E, T/YHC037E T/YHC072F,T/ T/YSC036E- T/YHC048- YSC072-102F, T/YSC120F, 060E 060F, T/YHC072E T/YHC092- WSC036E-048E, T/YHC047-067E T/YSC072-102E 102F, T/YHC092-120E Option/Accessory Description WSC060ED WSC060E WSC072-090E WSC120ED WSC120E Novar Control 8 8 8 8 8 Oversize Motor 5 8 8 Powered Exhaust 40 80 80 80 80 Reheat Coil 15 25 15 20 53 Roofcurb 61 78 78 78 89 Smoke Detector, Return 7 7 7 7 7 Smoke Detector, Supply 5 5 5 5 5 Stainless Steel Heat Exchanger(e) 4 6 6 6 6 Through the Base Electrical 8 13 13 13 13 Through the Base Gas 5 5 5 5 5 Unit Mounted Circuit Breaker 5 5 5 5 5 Unit Mounted Disconnect 5 5 5 5 5 (a)Weights for options not listed are< 5 Ibs. (b) Net weight should be added to unit weight when ordering factory-installed accessories. (c)Apply weight with all 460V units with the Standard Direct Drive Motor. (d)Applicable to Cooling and Heat Pump units only. (e)Applicable to Gas/Electric units only. ACC-SVN43F-EN 15 Page 18 of 24 JOIST GRIP FRAMING CLAMP SYSTEM THE NEW STANDARD FOR ROOF DECK SUPPORT AND FRAMING o , \ ■ NO WELDING ■ NO SPECIALIZED TOOLS ■ EASY INSTALLATION AND REMOVAL ■ INSTALLS WITH ROOF DECK IN PLACE ■ RELOCATES TO MEET CHANGING NEEDS ■ REDUCES COST AND SHORTENS INSTALLATION SCHEDULE Meticulously Engineered. Rigorously Tested. CHICAGO CLAMP® CO www.chicagociampcompany.com Utilizing 30 years of engineering experience, Chicago Clamp Company was founded to create a structurally-sound, economical, and easy-to-install system for framing openings and distributing loads to joists. For decades, contractors have used traditional welded frame methods. Welding in the field comes with inherent costs, risks of fire, and the problem of fumes in operating facilities. To eliminate these costs and project risks, Chicago Clamp Company has developed the patent-pending Chicago Clamp Systems@, which preserve the integrity of trusses and save installation time and money. Page 19 of 24 -ROM FRAMING SIMPLE ROOF OPENINGS... 3 - 3 v � 0 0 3 3 2 AMP EC 7-1 Frame roof openings for skylights, vents, exhaust fans, roof hatches, or other roof penetrations. JOIST GRIP END CLAMPS End Clamps slide over bar joists or wide-flange beams with a maximum top chord width of 9". They fit under the corrugations of the roof deck, occupying a 11/4" high by 21/2" wide space. Reviewed and approved under the Florida Product �4pDDCT Approval process, the Joist Grip Framing Clamp System d11 will support your rooftop loads in uplift and download ! c conditions. Each Joist Grip End Clamp is rated for 1,000 r lbs, giving the complete system a 4,000 lb �i13793� distributed load capacity. T-BRACKETS T-Brackets slide along the spanning tubes and are secured in place for easy installation and adjustment. Each T-Bracket is rated for 1,000 lbs and is secured to structural grade tubing with Grade 5 carriage bolts. CROSS TUBE CLIPS For additional framing support between panel points, 11/2" x 3" tubing can be inserted above Cross Tubes and secured with Cross Tube Clips. Self-tapping sheet metal screws are provided with clips. Clamps and tubing come in standard black.Custom colors available. ® Associate Members of the Steel Joist Institute Page 20 of 24 TO MORE COMPLEX SUPPORT APPLICATIONS Bar Joist Joist Girder Dimension Requirements l Minimum clearance with 5 2 2 Roof decking; 9" max. width of joist top. Carriage Bolts 4 4 4 must be Grade 5. Provided Grade 5 Bolts dyed yellow. MIN— A 5 2 2 % MIN 11/2"x 2•• Filler 1 11/2"x 3"Filler Bar Joist Support roof deck for installation of chillers, condensers, and other HVAC equipment. INLINE END CLAMPS For projects spanning multiple joist bays, InLine End Clamps allow for attachment of tubes on both sides of a joist. One part of the InLine Clamp slides over the joist, while the other secures it across the joist. Two self-locking bolts securely attach the clamps to the joist, preventing lateral movement along the joist. A perforated band adds extra security to system. rift CROSS SUPPORT BRACKETS The traditional T-Bracket can be combined with the Cross Support Bracket in order to support Cross Tubes across multiple Main Tubes. Aga GIRDER CLAMPS Girder Clamps are designed to secure tubing directly below and perpendicular to the roof deck flutes. Each Girder Clamp is designed to occupy the 21/2" gap between the girder and the roof deck. These clamps hold tubing even with the bottom of the roof deck, allowing installers to easily support units around girders. MAIN TUBE STRAPS For additional deck support along the Main Tube pocket, 11/2" x 2" tubing can be inserted above the Main Tube and secured with the Main Tube Strap. Clamps and tubing come in standard black.Custom colors available. NOTE:Modification or additional loading of any structure must be reviewed by a structural engineer.Each Chicago Clamp Systems®(CCS(application must be selected under direction of a structural engineer. CCS does not increase load capacity of any structure. Chicago Clamp Company(CCC) takes no responsibility for the load capacity of any building.Only use components provided by CCC. Page 21 of 24 ANALYSIS & TESTING OF TUBE SYSTEM FOR ROOF-LOAD TRANSFER TO JOISTS Summary Chicago Clamp Company's Tube Frame, for the transferring of roof loads to joists, consists of steel components: End Clamps, framing members(tubes),T-brackets and hardware.The End Clamps connect the primary tubes to the top chords of the joists.The T-brackets connect the secondary tubes to the primary tubes. The positions of the secondary tubes between joists can be adjusted by sliding the T-brackets. Analysis of the Joist Grip End Clamp indicates that it can support an allowable static load (net load)of 1,000 lbs.The smallest maximum load, applied in static testing,was 3,610 tbs per clamp. The clamp's static fracture load was not reached.Analysis and testing included consideration of both shear in and bending of the bolts that transfer load from the tubes to the clamps.The bolts are SAE J429(Grade 51,tightened to a usual snug condition.Analysis and testing were based on the worst-case position of support. In that case,the center of the support is 5"from the near edge of the clamp's deep section (i.e.,the shallow section spans 5"). Analysis of the T-bracket indicates an allowable static load of more than 1,000 lbs.A static test load of 4,910 tbs per bracket was applied with no failure. The tested framing system consisted of cold-formed HSS 4"x 2"x 1/8"tubes(4"vertical,weighing 4.75 pounds per foot and conforming to A500 Grade B [46 ksi minimum yield]).The maximum span tested was 10'.Analysis was based on the 2005 edition of the AISC Specification (13th edition of the Steel Construction Manual) and a safety factor of 2.0,which exceeds the minimum required value of 1.67 for flexure. A static strength-based allowable of 1,572 tbs was calculated for a concentrated load applied at the middle of an 8'span,and 1,249 tbs for a 10,span. For spans of 6'or less,the allowable load is limited to 2,000 lbs. Tubes are considered in this analysis to be braced only at the ends.A maximum static test load of 3,400 tbs was applied at the center of a 10'span,without failure.Allowable loads are also limited so that the tube's calculated deflection does not exceed span/240.This deflection limit is often used as a serviceability criterion for roof framing, but permissible design deflection is to be determined by the responsible design professional. Adjustments of maximum test loads were made to account for possible differences between minimum and actual values of yield stress and of thickness.The actual maximum test load was multiplied by the ratio of the tube's minimum-specified yield stress to the yield stress based on a test coupon.This partially-adjusted test value was then multiplied by 0.93 to account for the possibility that the tested tube had nominal rather than minimum thickness.The ratio of the fully-adjusted test load to the tube's allowable load was found to exceed 2.0. Similar adjustments were made for the strength of the End Clamp.The ratio,of the adjusted test load to clamp or bracket allowable,also exceeded 2.0. The Engineer of Record is responsible for the design adequacy of the joists or beams that support the tube system. Allowable Load (pounds)vs.Span a-h Tube Size(inches) Load Type Span (feet) 3 4 5 6 7 8 HSS 4" x 2" x 1/8" concentrated 2,000 2,000 2,000 2,000 1,801 1,572 uniform 2,000 2,000 2,000 2,000 2,000 2,000 HSS 4" x 2" X 3/16" concentrated 2,000 2,000 2,000 2,000 2,000 2,000 uniform 2,000 2,000 2,000 2,000 2,000 2,000 a)Allowable concentrated load at middle of span.Allowable CapacitiesComponent loads are net(weight of tube has been accounted for). b)Multiple loads,that are symmetrically placed and whose ALLowabLe Load .. Positive total equals the tabulated value,may be used. Joist Grip End Clam 1,000 1,000 c)The reaction to each clamp bracket must be limited to a net p p value of the cLamp's charted capacity. T-Bracket 1,000 1,000 dl Allowable loads have been limited to 2,000 tbs maximum. el Allowable Loads are based on 46 ksi minimum yield steel InLine End Clamp 1,000 1,000 (A500,Gr.Bl,the AtSC specification and a safety factor of2.0. f)Loads in bold(1,067)are governed by applied-load deflection Girder Clamp 1,000 - Limit of Span/240;(e.g.,0.50"for 10'span). _ g)Tube's 4"dimension is vertical.Span is horizontal. Cross Support Bracket 1,000 h)Tube weights:4,75 Lbs/ft for Ve"wall,and 6.87 Lbs/ft for 3/16" wall.Weights and thicknesses are nominal. CHICAGO CLAMP'CO 2350 South 27th Avenue - Broadview, IL 60155 - 708.343.8311 10/18 www.chicUogcelo gpany.conn ROOF DECKS GRADE N3 ROOF DECKS • PLN3-32 Deck used with PunchLok®II System • HSN3-32 Deck used with TSWs or BPs • HSN3-32-NS Deck used with Side-lap Screws • HSN3-32-SS Deck used with Side-lap Screws Nominal Dimensions 37 11 41 11 _.- PLN3-32 or HSN3-32 HSN3-32-NS HSN3-32-SS 8 83r 2/$1 Standard Nested Screw Fastened 11 32" 11 Interlocking Side-lap Side-lap Side-lap Section Properties _ Effective Moment of Inertia Effective Section Vertical Deck Base Metal Yield at Service Load Modulus at Web Weight Thickness Strength Id= (21e+lg)/3 F y=50 ksi Shear Deck wdd t IF I d+ Id- Se+ Se- Vn/" Gage (psf) (in.) (ksi) (in4/ft) (in4/ft) (in3/ft) (in3/ft) (lb/ft) 22 2.0 0.0299 50 0.721 0.785 0.353 0.405 2346 20 FM 0.0359 50 0.890 0.953 0.452 0.509 3829 18 3.1 0.0478 50 1.229 1.273 0.671 0.722 6823 16 3.9 0.0598 50 1.570 1.587 0.883 0.932 9108 Allowable Reactions at Supports Based on Web Crippling, RnAl (Ib/ft) Bearing Length of Webs One-Flange Loading Two-Flange Loading Deck End Bearing Interior Bearing End Bearing Interior Bearing Gage 11/211 211 311 11 11 811 11 /211 211 311 11 11 811 22 562 617 711 789 1239 1447 537 578 648 706 1448 1707 20 794 870 997 1104 1737 2153 811 871 971 1055 2065 2596 18 1359 1481 1687 1860 2940 3682 1520 1623 1797 1943 3573 4547 16 2062 2240 2537 2788 4428 5495 2453 2609 2871 3092 5455 6883 Standard Features Optional Features • ASTM A653 SS GR50 Min., with G60 or G90, • Inquire regarding cost and lead times for: white or gray primer optional -Short cuts< 6'-0" • ASTM A1008 SS GR50 Min. with gray primer -Sheet Lengths>40'-0" • Standard lengths-6'-0" to 40'-0" -Alternative metallic and painted finishes • IAPMO UES ER-2018, UL, and FM Listed • Web and Fully Perforated Acoustical Versions • Tables conform to ANSI/SDI RD-2017 PLN3/HSN3 GR50 ASD I OCTOBER 2020 VERCO DECKING,INC. WWW.VERCODECK.COM Page of 24 TM GRADE 50 STEEL -Ilk w-=-� Inward Uniform Allowable Loads, ASD (psf) Deck Span (ft-in.) Gage Spans Criteria 4'-0" 6'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" W /0 440 196 110 87 70 58 49 36 28 22 18 Single n U240 --- --- 92 65 47 36 27 17 12 8 6 W /1) 445 211 122 97 79 66 55 41 31 25 20 n 22 Double U240 --- --- --- --- --- --- --- --- 30 21 15 Wn/0 531 258 150 120 98 81 69 51 Triple U240 --- --- --- --- 97 73 56 35 W /0 564 251 141 111 90 75 63 46 35 28 23 n Single U240 --- --- 114 80 58 44 34 21 14 10 7 W /0 587 272 155 123 100 83 70 51 39 31 25 20 Double L n --- --- --- --- --- --- --- --- 37 26 19 W /0 711 335 193 153 125 103 87 64 Triple n U240 --- --- --- --- 118 89 68 43 W�/0 837 372 209 165 134 111 93 68 52 41 33 Single U240 --- --- 157 111 81 61 47 29 20 14 10 W /Q 855 391 222 176 143 118 99 73 56 44 36 n 18 Double U240 --- --- --- --- --- --- --- --- 49 34 25 W /0 1047 484 276 219 178 147 124 91 Triple n U240 --- --- --- 216 158 118 91 57 Wn/C) 1101 490 275 218 176 146 122 90 69 54 44 Single U240 --- 476 201 141 103 77 60 38 25 18 13 W /0 1108 505 287 227 185 153 128 95 72 57 46 16 Double U240 --- --- --- --- --- --- --- 91 61 43 31 W /0 1357 626 357 283 230 190 160 118 Triple n U240 --- --- --- 269 196 148 114 72 Notes: 1.Table does not account for web crippling. Required bearing should be determined based on specific span conditions. 2. The symbol "---" indicates that the uniform allowable load based on deflection exceeds the allowable load based on stress. NOTICE: Design defects that could cause injury or death may result from relying on the information in this document without independent verification by a qualified professional.The information in this document is provided "AS IS". Nucor Corporation and its affiliates expressly disclaim:(i)any and all representations,warranties and conditions and(ii)all liability arising out of or related to this document and the information in it. WX Arr PLN3/HSN3 GR50 ASD I OCTOBER 2020 veaco�DECKING,INC. WWW.VERCODECK.COM Page Of 24 nucora,,..— ►i • • LGH-F60ORVX2-E RECOVERYENERGY VENTILATION Job Name: System Reference: Date: GENERAL FEATURES • Lossnay®cross-flow energy recovery core • Minimal cross contamination between entering and leaving air streams • Stand-alone remote controller(PZ-62DR-EA) • M-NET Connectivity • External input bypass damper control • Stand alone or interlocks connects with all Mitsubishi Electric products • Four fan speeds • High efficiency DC Motor • Standard MERV 7 non-woven fabric filter,washable fiber • Optional high-efficiency MERV 14 and MERV 16 filters Specifications System Unit Type 0O Capacity CFM[m'/h] 600[1,019] Power source Voltage,Phase,Hertz 208/230V,1-phase,60 Hz Power Consumption kW 0.27-0.515 Current A 0.047-0.12 Starting Current A 6.1 MCA A 5.2 Maximum Overcurrent Protection(MOCP) A 15 Fan Air Volume CFM[m3/h] 150-300-450-600[255-510-765-1,019] External Static pressure in.WG 0.05-0.22-0.48-0.86 Temperature % 81-76.5-73-67 Exchange Efficiency Enthalpy Cooling % 71.0-64.5-56.5-50.0 Enthalpy Heating % 80.0-74.5-68.5-64.0 External Finish Galvanized steel sheet External Dimensions In.[mm] 50-5/16 x 51-5/16 x 15-29/32[1,278 x 1,302 x 404] Net weight Lbs[kg] 123[56] Energy Transfer Mechanism LossnW Core Heat Exchange Material Partition,spacing plate-cellulose fiber membrane Heat Exchange System Air-to-air total heat(sensible heat+latent heat)exchange,no moving parts Blower Type 9-5/8 In.diameter centrifugal fan Motor Type EC Motor Entering Air Temperature Operation Range °F[°C] 14 to 104[-10 to 40] Sound pressure level dB(A) 20.0-27.0-35.041.0 Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. ACCESSORIES: III ' Wired Remote Controller Lossnay®ERV Remote Controller ❑ PZ-62DR-EA Control Interface Signal Output Terminal ❑ PZ-4GS-E Duct Accessories Duct Silencer ❑ PZ-250SS-E MERV 14 Filter ❑ PZ-100RFP-E Filter MERV 16 Filter ❑ PZ-100RFP2-E MERV 7 Filter(Included) ❑ PZ-100RF9-E Remote Sensor CO2 Sensor,Built-In ❑ PZ-70CSB-E CO2 Sensor,Wall Mount ❑ PZ-70GSW-E Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. DIMENSIONS: . 11 ' Position where duct direction change is possible 6 1/2' (165) By-pass damper plate Air exhaust fan Gelling suspension fixture (4-9/16' X13/16' t4-IS x201 ova II \— 44 17/32' (1131) 3 1/32' (77) Cl) co —1— — \1 EA « r-- --�-_ — « RA (exhaust air outlet) ii p ,� ( return air) _ i iIIIIi 2 _ m F—� � II ii f l — — Co T r V LO LID _� - p 1 III U7 iV OA a - ijiii ii SA (outside air intake) q (supply air) - - L A —I— — I o0 Core, o \ 0 3 1/32' (77) air filter, `D \ o Inspection — 1 37/64' (40) High-Efficiency filter, m L opening fan, °' N 1.5X1.5ft Air supply fan 15 29/32' (404) maintenance space —CO �o 1 (450 X 450) 1 Control box or more Power SUPPIy �, Maintenance cover cable opening 6 1/2' (165) High-Efficiency filter (sold separately) LoSsnay corle attachment Position 45 1/16' 3 1/8' (79) 1 1144) 3 1/8' (79) v � i LID — \ o M Air filters Q Ln N N (D CV Position where duct M direction change is possible (M o UNIT SCALE - a inch(mm) N.T.S 1340 Satellite Boulevard Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com c ETA Us FORM#LGH-F600RVX2-E-202304 1 Intertek Specifications are subject to change without notice. ©2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 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Applicant Address: 1916 220th Street SE M-101 Applicant, City, State, Zip: Bothell Contact: Veniamin Ogorodnik Phone: 206-682-6393 Email: ven@pacificaircontrol.com Scope of Work: install new HVAC System Valuation: 80323.00 Square Feet: 3939 Number of Stories: 1 Construction Type: VB Occupancy Group: B; Business ID Code: CIC Permit Issued: 03/13/2024 Permit Expires: 09/12/2024 Form Permit Type: COMMERCIAL MECHANICAL Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning SMARTCAP 17216 51 STAVE NE,Suite ARLINGTON 301 AP- 31052100400100 114 AIRPORT AIRPORT INDUSTRIAL/ INDUSTRIAL MANUFACTURING PARK QOZB,LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# PACIFIC AIR 206-682-6393 1916 220th St SE CONSTRUCTION COA 601298907 CONTROL #M101 CONTRACTOR PACIFIC AIR 206-682-6393 1916 220th St SE CONSTRUCTION L&I PACIFAC230P8 CONTROL #M101 CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C14. 05/03/2024 MECHANICAL AM Requested 05/06/2024 05/06/2024 BUILDING Approved FINAL CIO. 03/13/2024 MECHANICAL 03/14/2024 03/14/2024 BUILDING Approved ROUGH-IN Plan Reviews Date Review Type Description Assigned To Review Status 02/23/2024 COMMERCIAL BUILDING Approved MECHANICAL Fees Fee Description Notes Amount Enter 1 if permit is for commercial Web Only-Mechanical Commercial Plan mechanical $837.83 Review (Table 4-1) Credit Card Service $25.13 Processing/Technology $25.00 Diffusers Enter#of units $420.00 Ductwork/Dryer Duct $25.00 Heat Pump-Condensing Unit Enter#of units $75.00 Mechanical Base Permit Fee $25.00 Credit Card Service $17.10 Total $1,450.06 Attached Letters Date Letter Description 03/12/2024 Building Permit 02/22/2024 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 02/22/2024 XBP Conf: $837.83 166256397 02/22/2024 Veniamin Ogorodnik 166256397 $25.13 03/12/2024 XBP Con£ $570.00 167734971 03/12/2024 Kelly Palmer 167734971 $17.10 Outstanding Balance $0.00 Notes Date Note Created By: 03/12/2024 sent permit for signature via iworqs Hannah Hardwick 02/22/2024 emailed to get the hard copies for review Hannah Hardwick 02/22/2024 1 already added the CC Surcharge fee to the payment from 2/22.applicant requested an accurate Hannah Hardwick receipt. Uploaded Files Date File Name 03/13/2024 18917100-2024 BLD5845 IssuedPermit.pdf 03/12/2024 18898498-20240312 BLD5845 Approved Plans.pdf 02/22/2024 82le6d9f32efee265191ae3eead5e66a heat load calculations.pdf 02/22/2024 Oc89d74ed737f44lc79bflcfb7c609a5 wsec code complience form.pdf 02/22/2024 664d7a5a3620cc00faOd23ldf3c3057f heatpump specs.pdf 02/22/2024 c5dd49f8f26779a82630935eb5e9ff15 energy recovery ventilation specs.pdf 02/22/2024 9b6cl2dl7b74704b85274662dd3c6355 mechanical_permit application.pdf 02/22/2024 09973bO5136dl378cf3759b3a7e70280 structural calculations.pdf