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HomeMy WebLinkAboutPermit M17-0142 - PACIFIC ENGINEERING - ROOFTOP HEAT PUMPPACIFIC ENGINEERING 15445 53RD AVE S BLDG M17-0142 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 1157200035 15445 53RD AVE S BLDG Project Name: PACIFIC ENGINEERING MECHANICAL PERMIT Permit Number: Issue Date: Permit Expires On: M17-0142 11/9/2017 5/8/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: QESTAR THREE L L C PO BOX 24060 , FEDERAL WAY, WA, 98093 CHRIS TAYLOR 109 WASHINGTON BLVD - SUITE B , ALGONA, WA, 98001 FIVE STAR MECHANICAL 109 WASHINGTON BLVD, SUITE B , ALGONA, WA, 98001 License No: FIVESM*0101T Lender: Name: Address: Phone: (206) 851-9812 Phone: (253) 852-8284 Expiration Date: 5/1/2018 DESCRIPTION OF WORK: REPLACEMENT OF A 5 -TON ROOFTOP PACKEAGED HEAT PUMP Valuation of Work: $15,000.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $409.30 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 2014 2014 2014 2015 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: 7 ." i' 6/2/" Date: /1- 9-0 Print Name: g0L4 14.(;5(1k -- This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKV, Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Nit ('7 - 0 / L Project No. Date Application Accepted: � V ` 1.1—( 7 Date Application Expires: — (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: SIV\5 - /4.) King Co Assessor's Tax No.: Tenant Name: Suite Number: PROPERTY OWNER Name: nn Address: + U\ ��5L, R L) Address: i �.4)\\ `c3, Name: Zip:�� Phone:20 6 (6-5 \ �.`� \-ZFax: Email: ,54_ , J� ,,,MAks,_ Lam", Address: 5 A U\ CJ ✓ 5.-,,_ ct o City. lamState: J Zip: tcCV CONTACT PERSON — person receiving all project communication Name: nn Address: + U\ ��5L, R L) Address: i �.4)\\ `c3, City:A_13y�cti St ev V� b Zip:�� Phone:20 6 (6-5 \ �.`� \-ZFax: Email: ,54_ , J� ,,,MAks,_ Lam", New Tenant: Floor: ❑ Yes 6 No MECHANICAL CONTRACTOR INFORMATION Company Name: ; J('5-104-^,t_c_,1 _ i t 1 Address: + U\ ��5L, R L) City:4 \.3J,.^ State, Zip:ckts 0 J Phone25-3 Cr 52 ,c2vt Fax: Contr RegNo. w e e to 3 A 13xp Date: i- f 3 tits Tukwila Business License No.: 000 Valuation of project (contractor's bid price): $ 1) Describe the scope of work in detail: -(Q Use: Residential: New ❑ Commercial: New ❑ Fuel Type: Electric.. Replacement Replacement Gas ❑ Other: H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit • 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler 55 dB(A) Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 47 dB(A) Incinerator - domestic 65 dB(A) Incinerator - comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 *Daytim District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) • 65 dB(A) 70 dB(A) A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-lOpm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction - in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules.' Expiration of plan review - applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS 011 E STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING I A R OR UT ' C' I ��"`I y AGENT: Signature: Date: 1,3 �1 ` 1 Print Name: C r--• Day Telephone: 206- C69 -` D `� Mailing Address: lOc (5\,./ (p�-\ meq,. e� v`) A . °06-30 V Ct State Zip H:Wpplications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $409.30 M17-0142 Address: 15445 53RD AVE 5 BLDG Apt): 1157200035 $409.30 Credit Card Fee $11.92 Credit Card Fee R000.369.908.00.00 0.00 $11.92 MECHANICAL $382.10 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $272.53 PLAN CHECK FEE R000.322.102.00.00 0.00 $76.42 TECHNOLOGY FEE $15.28 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12481 R000.322.900.04.00 0.00 $15.28 $409.30 Date Paid: Wednesday, October 04, 2017 Paid By: CHRIS TAYLOR Pay Method: CREDIT CARD 001188 Printed: Wednesday, October 04, 2017 11:25 AM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit / i7-c,yL PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: P/9 '/A c4'/,- Type of Inspection: ROU -1v mai-omen L Address: G 6 /33 � 53RD, rV4 i Fi Date Called: Special Instructions: c7 /Ye X43 bate Wanted:t �j C `aa7 /-5 Ca.m) p.m. Requester:. Phone No: 2.06— ��o -� X39 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ��- i Jw --> 40-44.0C4L l ►LCI f C4 L Inspector: 15' Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 114 YORK SUBMITTAL DATA Order #: Project: Project #: Location: Purchaser: Submitter: For: Quotation Date: 05/19/2017 PACIFIC ENGINEERING CSL0825201703 CHRIS - FIVE STAR CHRIS - YORK NW ri REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 M17- 0142 City of Tukwila BUILDING DIVISION CITY OF TUKWILA OCT df 2011 PERMIT CENTER Unitary Sales Tool v1.5.9.0 Information is subject to change without notice. Check local codes. Printed 08/25/2017 DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 Date 05/19/2017 Project Name PACIFIC ENGINEERING Project Number CSL0825201703 Client / Purchaser CHRIS - FIVE STAR Submittal Summary Page YORK Qty Tag # Model # Description 1 SEATTLE XN060C00A2C1AAA1A1 STOCK 5 Ton, York Small Sunline Single Packaged R -410A Heat Pump, Single Stage Cooling, 11.0 EER / 14.0 SEER, Cooling Only, 208/230-3-60, Direct Drive • Dry Bulb Economizer and Hood (No Barometric Relief Damper) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) • 1 HP Direct Drive Blower • 1" Throwaway Filters • Simplicity® SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors • Copper Tube/Aluminum Fin Condenser Coil, Copper Tube/Aluminum Fin Evaporator Coil • Galvanized Steel Drain Pan • Standard Access Doors 1 1 RD0410 Barometric Relief Damper with Hood Kit (Downflow Unit or Duct Mounted) 1 FCT ORD 5- 2EH04512025 7 DYAS OUT 20 kW 208/230-3 Electric Heat 1 S1 -SL -2000-N DUCT SMOKE DET,IONIZATION NO SAMPLE 1 S1 -STN -2.5 SAMPLING TUBE -2.5' (SL2000) Equipment start-up and commissioning by a factory trained technician is recommended. Contact your supplying distributor or sales representative for additional information & guidance. Unitary Sales Tool v1.5.9.0 Information Is subject to change without notice. Check local codes. Printed 08/25/2017 DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 Small Sunline (3-6 Ton Package) N543 Single Package R -410A Heat Pump Page: 3 Project Name: PACIFIC ENGINEERING Unit Model #: XN060C00A2C1AAA1A1 Quantity: 1 Tag #: SEATTLE STOCK System: XN060C00A2C1AAA1A1 cooling Pertormance Total gross capacity 57.6 MBH Sensible gross capacity 43.6 MBH Seasonal Efficiency (at ARI) 14.00 SEER Efficiency (at ARI) 11.00 EER Ambient DB temp. 95.0 °F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 59.8 °F Leaving WB temp. 58.0 °F Power input (w/o blower) 4.35 kW Sound power 80 dB(A) Refrigerant Refrigerant type R -410A Sys1 11 lbs 10 oz Heat Pump Performance Ambient DB temp. 47 °F HSPF 8 Capacity @ 47 °F 51.50 MBH COP @ 17 °F 2.14 COP @ 47 °F 3.35 Capacity @ 17 °F 30.00 MBI -1 Heating Performance Entering DB temp. 60 °F Heating output capacity (Max) 72.4 MBH Nominal electric heat 20 kW Applied electric heat 21.2 kW Installed Field Supply air 2000 CFM Leaving DB temp. 93.5 °F Air temp. rise 33.5 °F Stages 2 Supply Air Blower Performance Supply air 2000 CFM Ext. static pressure 0.47 IWG Addl. Unit Losses (Options/Accessories) 0.28 IWG Blower speed 1103 RPM Duct location Bottom Motor rating 1.00 HP Actual required BHP 1.02 HP Power input 0.95 kW Elevation 0 ft. Drive type DIRECT Speed tap 5 Electrical Data Power supply 230-3-60 Unit min circuit ampacity 94.8 Amps Unit max over -current protection 100 Amps Dimensions & Weight Hgt 33 in. Len 83 in. Wth 45 in. Weight with factory installed options 675 lbs. Clearances Right 24 in. Front 24 in. Back 36 in. Ton 79 in Rntfnm n in 1 at 3R in Note: Please refer to the tech guide for listed maximum static pressures ria I CERTIFIED.. 5 Ton • York Units are Manufactured at an ISO 9001 Registered Facility and Each Rooftop is Completely Computer -Run Tested Prior to Shipment. Unit Features • Single Stage Cooling • Single Stage Cooling • Full Perimeter Base Rails with Built in Rigging Capabilities • Unit Cabinet Constructed of Powder Painted Steel, Certified At 1000 Hours Salt Spray Test (ASTM B-117 Standards) • Either Supply and/or Retum can be Field Converted from Vertical to Horizontal Configuration without Cutting Panels. • Scroll Compressor • Dry Bulb Economizer and Hood (No Barometric Relief Damper) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) • 1 HP Direct Drive Blower • Unit Ships with 1" Throwaway Filters • Solid Core Liquid Line Filter Driers • Replacement Filters: 2 - (15" x 20" x 1" or 2") and 1 - (14" x 25" x 1" or 2"). Unit accepts 1" or 2" wide filters. • Through -the -Curb and Through -The -Base Utility Connections • Single Point Power Connection • Short Circuit Current: 5kA RMS Symmetrical • Copper Tube/Aluminum Fin Condenser Coil, Copper Tube/Aluminum Fin Evaporator Coil • Galvanized Steel Drain Pan • Standard Access Doors Standard Unit Controller: Simplicity Control Board • An Integrated Low -Ambient Control, Anti -Short Cycle Protection, Lead -Lag, Fan On and Fan off Delays, Low Voltage Protection, On -Board Diagnostic and Fault Code Display. Allows all units to operate in the cooling mode down to 0 °F outdoor ambient without additional components or intervention. • Safety Monitoring - Monitors the High and Low -Pressure Switches, the Freezestats, the Gas Valve, if Applicable, and the Temperature Limit Switch on Gas and Electric Heat Units. The Unit Control Board will Alarm on Ignition Failures, Safety Lockouts and Repeated Limit Switch Trips. BAS Controller • Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors Warranty • One (1) Year Limited Warranty on the Complete Unit • Five (5) Year Warranty - Compressors and Electric Heater Elements Unitary Sales Tool v1.5.9.0 Information is subject to change without notice. Check local codes. Printed 08/25/2017 DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 411 PCS Structural Solutions Seattle Tacoma 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • lel: 253.383.2797 www.pcs-structural.com STRUCTURAL CALCULATIONS FOR PACIFIC ENGINEERING ROOF TOP UNIT SUPPORT 15445 55RD AVENUE SOUTH SEATTLE, Y'1ASH INGTON SILLicaiisc PREPARED BY PCS STRUCTURAL SOLUT/ON OCTOBER 3, 2017 15-023 MIS- 0 13/4� REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 04 2017 PERMIT CENTER DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 NZ PCS Project: Subject: Structural Solutions Originating Office: ❑ Seattle MO1Z. 'moi 5r/late oArr (.0t� M^oyZ�- T`N t,,o°O iv , If N° t\r ,0.K.. lob'No• 1 --- Sheet Name. ( . :coma Date' /0/411 lANT xe, o _S _ Seattle I 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 (0'4 72AAS -j' 2Arb, t-. ,5 M►'NINON ?A.1- www.pcs-st ructural.com DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 PCS Structural Solutions Job Number = 18 - Date = 2 -Oct -17 Name = LAH Project = Pacific Engineering Mechanical Unit Support - Seattle, Washington Design Criteria = ASCE 7-10.18C 2015 Unit Weight, Wp = 965 Ib RTU 1 Existing Unit Weight = unknown, but according to Chris with Five Star, the unit is more than 1000 lbs Roof Dead = Roof Snow = 15 psf 25 psf Lateral Analysis: The new unit does not have a significant impact to the building's capacity to resist wind or seismic forces Check Seismic Forces (Ultimate): ASCE 7 Eq 13.3-1 ASCE 7 Eq 13.3-2 ASCE 7 Eq 13.3-3 Fp DSt =0.4*S * Ip/Rp)ap **Wp ( * 1+� = 2*z/h483 Ib . - _. O.Pr -CcA, Fp max = 1.6*SDS*Ip*Wp = 1544 Ib F_p min = 0.3*SDs*Ip*Wp = 290 Ib Sos = 1 ASCE 7, Table 13.6-1 ap = 2.5 ASCE 7, Sec. 13.1.3 Ip = 1 ASCE 7, Table 13.6-1 Rp = 6 height of attachment z = 20.0 ft total of height of bld'g h = 20.0 ft Check Wind Forces (Ultimate): Wind Speed 110 mph Risk Category II Wind Exposure B Krt, Topographical Effect 1.0 Height to Unit 20.0 ft Kh (Table 29.3-1) 0.62 Unit Width(w) 4.0.ft Unit Height (h) 5.0 ft Unit Length (L) 7.0 ft Af=h*L 35.Osgft qh= .00256*Kd*Kh*Kn*VZ 16.3 psf G*Cr 1.9 Fh = qh*(G*Cr)*Af = 1086 Ib 2 c r . 0'40 Ci,®) _ Ib' {` 't, -i.I� 0)30'1t II ?PcNtOzE s ui-w @ 2 4 x, . Eq 29.5-2 Vok\I [ 2.44- DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 a PCS Project: f`fitOtiol 1 tLft.0iA Job No Subject: Sheet Name• J l Structural Solutions Originating Office: D Seattle [Tacoma Date' i� f 3 FC! osL 333 tbs tom t LA) S= 2 2 49(Z) + 335 c-4)~` 19'&S 149 M- x45.24 +. X33 x,24,) Zs/4. * 239s° ky,--Fr- ��` 23 5° c► -24) "4_41. Lb 4 c esu < C.6 C Ii tS)� 40(01 .psi ►15LS,S� -171\-Q, `41%1 ce4a04\ ma is t L INt) togC15 A' t 9 1 * tV(1-f t3 54q4 t rozr Seattle 1811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma ! 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 www. p cs - s t r u c t u ra 1, co m DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 Wood Beam Lic. # : KW.06002327 Description : Review 5.125x19.5 glulam Beams CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design - Fb + Load Combination IBC 2015 Fb- Fc - PrII Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Wood Species Wood Grade DF/DF : 24F -V4 D(1) D .1 ST0S625) 4 File =C:IPAO1F1-1fACIF1-1.EC6-1 ENERCALC.INC. 1983-2017. Build:10.17.9.13, Ver.10,17.9.13 Licensee : PCS STRUCTURAL SOLUTIONS 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,600.0ksi Eminbend - xx 930.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 830.0 ksi Density 32.210pcf a • Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, S = 0.0250 ksf. Tributary Width = 22.50 ft Uniform Load : D = 0.10 , Tributary Width =1.0 ft, (Clay Roof) Point Load : D = 1.0 k 10.0 ft, (Mechanical Unit) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.785 1 Section used for this span 5.125x19.5 fb : Actual = 2,073.33psi FB : Allowable = 2,642.06psi Load Combination +D+S+H Location of maximum on span = 10.000ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered, Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.357 in Ratio = 0.004 in Ratio = 0.700 in Ratio = 0.002 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C I C r ▪ Length = 20.0 ft 1 0.500 0.274 + 044.+H Length = 20.0 ft 1 0.450 0.247 +D+Lr+H Length = 20.0 ft 1 0.360 0.198 +O+S+H Length = 20.0 ft 1 0.785 0.447 +0+0.750Lr+0.750L+H 0.90 0.957 0.957 1.00 0.957 0.957 1.25 0.957 0.957 1.15 0.957 0.957 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 671 >=360. 57846 >=360. 342 >=240. 101393 >=240. Moment Values Cm C CL M ib 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 27.99 1,034.22 27.99 1,034.22 27.99 1,034.22 56.12 2,073.33 Design OK 0.447: 1 5.125x19.5 136.31 psi 304.75 psi +D+S+H 0.000 ft Span # 1 Shear Values Pb V fv F'v 0.00 0.00 0.00 0.00 2067.70 4.36 65.44 238.50 0.00 0.00 0.00 0.00 2297.44 4.36 65.44 265.00 0.00 0.00 0.00 0.00 2871.80 4.36 65.44 331.25 0.00 0.00 0.00 0.00 2642.06 9.08 136.31 304.75 0.00 0.00 0.00 0.00 DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 Wood Beam # : KW -06002327 Description : Review 5.125x19.5 glulam Beams Load Combination Fle = Ci1PACIF1-1 PAC1FI-1.EC6 ENERCALC, INC.1983.2017, BuIId:10,17.9.13, Ver..10.17,9.13 Licensee r PCS STRUCTURAL SOLUTIONS Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN Ci Cr Cm C t CL M fb F'b V- f - F,v . Length = 20.0 ft 1 0.360 0.198 1.25 0.957 1.00 1.00 1.00 1.00 1.00 27.99 1,034.22 2871.80 4.36 65.44 331.25 +0+0.7501.+0.750S+H 0.957 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.686 0.389 1.15 0.957 1.00 1.00 1.00 1.00 1.00 49.09 1,813.56 2642.06 7.90 118.59 304.75 +D+0.60W41 0.957 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.281 0.154 1.60 0.957 1.00 1.00 1.00 1.00 1.00 27.99 1,034.22 3675.91 4.36 65.44 424.00 +D+0.70E+H 0.957 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.281 0.154 1.60 0.957 1.00 1.00 1.00 1.00 1.00 27.99 1,034.22 3675.91 4.36 65.44 424.00 +0+0.750Lr+0.750L+0.450W41 0.957 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.281 0.154 1.60 0.957 1.00 1.00 1.00 1.00 1.00 27.99 1,034.22 3675.91 4.36 65.44 424.00 +D+0.750L+0.750S+0.450W+H 0.957 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.493 0.280 1.60 0.957 1.00 1.00 1.00 1.00 1.00 49.09 1,813.56 3675.91 7.90 118.59 424.00 +0+0.750L+0.750S+0.5250E+H 0.957 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.493 0.280 1.60 0.957 1.00 1.00 1.00 1.00 1.00 49.09 1,813.56 3675.91 7.90 118.59 424.00 +0.600+0.60W+0.60H 0.957 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.169 0.093 1.60 0.957 1.00 1.00 1.00 1.00 1.00 16.80 620.53 3675.91 2.62 39.27 424.00 +0.60D+0.70E+0.60H 0.957 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.169 0.093 1.60 0.957 1.00 1.00 1.00 1.00 1.00 16.80 620.53 3675.91 2.62 39.27 424.00 Overall Maximum Deflections Load Combination Span Max. "' Defl Location in Span Load Combination Max.Defl Location in Span +D+S+H _. i 0.7002 10.073 _ 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MINimum 5.625 5.625 +0+41 5.099 5.099 +O+L+H 5.099 5.099 +0+Lr+1-1 5.099 5.099 + D+S+H 10.724 10.724 +0+0.750Lr+0.750L+H 5.099 5.099 +0+0,750L+0.750S+H 9.317 9.317 +D+0.60W+H 5.099 5.099 +0+0,70E+H 5.099 5.099 +0+0.750Lr+0.750L+0.450W+H 5.099 5.099 +0+0.750L+0.750S+0.450W41 9.317 9.317 +0+0.750L+0.750S+0.5250E+H 9.317 9.317 + 0.600+0.60W+0.60H 3.059 3.059 40.60D40.70E+0.60H 3.059 3.059 D Only 5.099 5.099 Lr Only L Only S Only 5.625 5.625 W Only E Only H Only • DocuSign Envelope ID: C3D3497E-2857-4BD6-B07C-C1C859F8CA76 iJ • "s r 3 S " L J= J i 6 -tJ L - 0 fi i ,0� 2 1) Y v 0".•fir 1— c;cr Vc4 DocuSign Envelope ID: C3D3497E-2857-4BD6-1307C-C1C859F8CA76 YORK SUBMITTAL DATA Order #: Project: Project #: Location: Purchaser: Submitter: For: Quotation Date: 05/19/2017 PACIFIC ENGINEERING CSL0825201703 CHRIS - FIVE STAR CHRIS - YORK NW Unitary Sales Tool v1.5.9.0 Information is subject to change without notice. Check local codes. Printed 08/25/2017 6/1/2018 City of Tukwila Department of Community Development CHRIS TAYLOR 109 WASHINGTON BLVD - SUITE B ALGONA, WA 98001 RE: Permit No. M17-0142 PACIFIC ENGINEERING 15445 53 AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/23/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/23/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, VN ac{ le Permit Technician File No: M17-0142 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0142 DATE: 10/04/17 PROJECT NAME: PACIFIC ENGINEERING SITE ADDRESS: 15445 53 AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Al PSN& 1° Building Division ti Public Works ❑ w Jjji Fire Prevention Structural Planning Division ❑ Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/05/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/02/17 Approved Corrections Required ❑ Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: ,Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 FIVE STAR MECHANICAL Horne Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 2 A-1, Latex Help My LW. Workplace Rights Trades & Licensing FIVE STAR MECHANICAL Owner or tradesperson Principals WARE, GERALD LAVON, MEMBER WARE, JOHN EDWARD, MEMBER ALLEN, ANGELA RENEE, MEMBER WARE, BETTY J, MEMBER Doing business as FIVE STAR MECHANICAL WA UBI No. 601 937 083 109 WASHINGTON BLVD STE B ALGONA, WA 98001 253-852-8284 KING County Business type Corporation Governing persons BETTY J WARE ANGELA R ALLEN; JOHN E WARE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ................................_....................................... Meets current requirements. License specialties GENERAL License no. FIVESM*01 OJT Effective — expiration 04/30/1999— 05/01/2018 Bond ............. Western Surety Co Bond account no. 62031473 $12,000.00 Receivedfby L&I Effective date 05/16/2014 04/27/2014 Expiration date Until Canceled Bond history Insurance ....... _ .................... American Fire & Casualty Co $1,000,000.00 Policy no. BKA57825986 Received by L&I Effective date 04/20/2017 04/27/2017 Expiration date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601937083&LIC=FIVESM*010JT&SAW= 11/9/2017 FIVE STAR MECHANICAL 04/27/2018 Insurance history Savings ................... - - No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations .................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts Account no. 629,163-00 ................................ Doing business as FIVE STAR MECHANICAL Certificate of Workers' Comp Coverage Track this contractor Account no. 629,163-01 Doing business as LODESTAR HVAC Certificate of Workers' Comp Coverage Track this contractor ' Account is current. Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................ No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 0 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601937083&LIC=FIVESM*010JT&SAW= 11/9/2017 1 2 3 4 5 6 7 8 A 1 B Thorndyke Elementary School The Boulevard at South Station Dynamic Language Center S1 575:,,;, S.t S. 1 i(.,h St Crestview Park 0 Foster Creek Apartments La Vista Apartments Scut,S�,_ Inspirus Credit Union 0 J O WORK LOCATION ne Smiles Cs Southce Crystal Springs P 15445 53rd Avenue. South'. 0 Heatherwood Apartment C sst • Tukwila 1' Elementary School H S 151st F. r Go : cele Dr&r; .a;: SZT17e: o;la . n VICINITY MAP e/<i•Nt NTS NORTH 0 Westfield Southcemer M;.Tuw-,,... ; ce T:r, Ma;; r; AREA OF WORK OA FROM RTU -1 TO SOUTHCENTER PROPERTY LINE DISTANCE IS 243.3' - NOISE LEVEL 80 dBa © FROM RTU -1 TO OPPOSITE SIDE PROPERTY LINE IS 119.37' - NOISE LEVEL 80 dBa _ FILE COPY SITE PLAN Permit No. M11 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize 9 the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: ZcZ2A1 Date: // / 9 i► ? City of Tukwila BUILDING DIVISION NTS 10 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: i mtision^ will require a new plan submittal and may in„'ude additional plan review fees A B NORTH SEPARATE PERMIT REQUIRED FOR: 0 Mechanical G'Electrical 'Plumbing Q'Gls Piping Ciy of Tuk:c'ila DIVISION D E F WORK LOCATION AERIAL PLAN NTS NORTH 2015 INTERNATIONAL MECHANICAL CODE (IMC) 1. THE (E) ECONOMIZER OPERATION SHALL BE OPERABLE BETWEEN 0-100% WITH MOTORIZED DAMPER. 2. ALL VENTILATION SHALL BE IN ACCORDANCE WITH 2015 SEC, SECTION 403.0. SEE EQUIPMENT SCHEDULE ON DRAWING M0.1 3. SEE EQUIPMENT SCHEDULE & SPECIFICATIONS ON DWG. #M0.1, FOR HIGHLIGHTED INFORMATION RELATIVE FOR CODE COMPLIANCE. (EQUIPMENT & ACCESSORIES) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 1. LOAD CALCULATIONS HAVE BEEN PERFORMED IN ACCORDANCE WITH WSEC C403.2.1. FOR REVIEW AND VERIFICATION OF SIZE FOR THE SPACE. 2. RTU EQUIPMENT HAS BEEN SELECTED IN COMPLIANCE WITH 2015 IMC & 2015 WSEC (SEE EQUIPMENT SCHEDULE FOR SPECIFIC CODES HIGHLIGHTED). 3. TEMPERATURE CONTROL SYSTEM SHALL HAVE A MINIMUM DEAD BAND OF 5 DEGREES AS REQUIRED BY WSEC C403.2.4.2. 4. THE ROOFTOP AIR HANDLER SHALL BE EQUIPPED WITH AUTOMATIC CONTROLS CAPABLE OF PROVIDING NIGHT SETBACK, SEVEN DIFFERENT DAILY SCHEDULES, AND OPTIMUM START PER THE REQUIREMENTS OF WSEC C403.2.4.3. 5. ALL DUCTWORK IS EXISTING EXCEPT FOR ATTACHMENT TO (E) DUCT, BELOW ROOFLINE. 6. ENSURE THAT NEW HIGH LIMIT SHUT-OFF CONTROL OF ECONOMIZER COOLING PER TABLE C403.3.1.1.3(2), IS IN COMPLIANCE. 7. COMMISSIONING: AIR SYSTEMS SHALL BE AS REQUIRED IN SECTION C408.2.2.1 AND C408.2.2.2 OF THE WSEC AND PERFORMED BY THE CONTRACTOR. 8. VENTILATION AND THE ABILITY TO REDUCE OUTSIDE AIR TO IMC MINIMUM SHALL BE PROVIDED PER WSEC C403.2.5. 9. VERIFY THAT OUTSIDE AIR INTAKES, EXHAUST OUTLETS AND RELIEF OUTLETS ARE PROVIDED WITH DAMPERS THAT COMPLY WITH WSEC C403.2.4.4. DAMPER SHALL AUTOMATICALLY CLOSE WHEN SYSTEM OR SPACES SERVED ARE NOT IN USE OR DURING WARM-UP, COOL -DOWN, AND SETBACK. DAMPER MAXIMUM LEAKAGE RATE SHALL NOT EXCEED MAXIMUM ALLOWED BY SEC C402.4.5.2. 10. ECONOMIZERS SHALL COMPLY WITH 2015 WSEC C101.4.3.2; C403.2.3.4; C403.2.4.7, AND TABLE C403.2.3(9). HVAC NOTES: 1. ANY SYSTEM INDICATED ON THE PLANS SHALL NOT EXCEED A 1 1/2" W.C. STATIC PRESSURE. 2. RE -CONNECT DUCT TO NEW UNITS AS REQUIRED. SEAL PER 2015 WSEC (SEE DRAWING M1.0). E F G H J K MECHANICAL LEGEND SYMBOL DESCRIPTION ABBREV. DESCRIPTION DUCT (FIRST FIGURE, SIDE SHOWN) AFF APPROX ARCH AUTO BDD BTU BTUH BLDG C CAP CLG CO CONN CONT CFM DEG F, F° DIA, 0 DN DWG DB EA EFF ELEC EOL EXH EXIST, (E) ESP FPM FLEX FL FCO FLA GAL GALV. GI HP INTEGR. IN I.E. KW MFR MAX MBH MECH MIN MCA MUA NIC NO. NTS OA OBD .:--OFCI PH PD RA REF REQ'D RLA RL RG RPM RM SA SCO SCR TEMP TD TG TYP UNO V VFD W WA WB WL W/ ABOVE FINISHED FLOOR APPROXIMATELY ARCHITECTURAL AUTOMATIC BACK DRAFT DAMPER BRITISH THERMAL UNIT BRITISH THERMAL UNIT/HOUR BUILDING CONDENSATE CAPACITY CEILING CLEANOUT CONNECTION CONTINUE, CONTINUATION CUBIC FEET PER MINUTE DEGREE FAHRENHEIT DIAMETER DOWN DRAWING DRY BULB EACH EFFICIENCY ELECTRICAL, ELECTRIC END OF LINING EXHAUST EXISTING EXTERNAL STATIC PRESSURE FEET PER MINUTE FLEXIBLE FLOOR FLOOR CLEAN OUT FULL LOAD AMPS GALLON GALVANIZED GREASE INTERCEPTOR HORSE POWER INTEGRAL INCH INVERT ELEVATION KILOWATT MANUFACTURER MAXIMUM THOUSAND BTUH MECHANICAL MINIMUM MINIMUM CIRCUIT AMPS MAKE UP AIR NOT IN CONTRACT NUMBER NOT TO SCALE OUTSIDE AIR OPPOSED BLADE DAMPER OWNER FURNISHED CONTRACTOR INSTALLED PHASE PRESSURE DROP RETURN AIR REFERENCE REQUIRED RATED LOAD AMPS REFRIGERANT LIQUID REFRIGERANT GAS REVOLUTIONS PER MINUTE ROOM SUPPLY AIR SURFACE CLEANOUT SILICON CONTROLLED RECTIFIER TEMPERATURE TRANSFER DUCT TRANSFER GRILLE TYPICAL UNLESS NOTED OTHERWISE VOLTS, VOLTAGE, VENT VARIABLE FREQUENCY DRIVE WASTE WATT WET BULB WALL LOUVER WITH - 20/12 - LINED DUCT (DIM. FOR NET FREE AREA) EOL= END L" = 2" OF LINING THICK LINING 20/12L -- 20/12L' - RISE (R) OR DROP (D) ARROW IN DIRECTION OF FLOW } R (D) DUCT SECTION (SUPPLY) DUCT SECTION (EXHAUST OR RETURN) 00 ROUND DUCT, DIAMETER VOLUME DAMPER (MANUAL) L 4 ® MOTORIZED DAMPER C FLEXIBLE CONNECTION BACK DRAFT DAMPER (BDD) L - FLEXIBLE DUCT FIRE DAMPER COMBINATION FIRE/SMOKE DAMPER ELBOW WITH TURNING VANES IN SIZE,SYMBOL CEILING OUTLET CFM CEILING INLET /SIZE,SYMBOL CFM SIZE,SYMBOL WALL OUTLET (OR INLET) CFM 0 G A G= WITH GUARD THERMOSTAT A= AVERAGED WITH OTHER 0 O SWITCH IT INTERVAL TIMER 2 DETAIL IDENTIFICATION NUMBER SHEET ON WHICH DETAIL IS SHOWN M3y — SECTION IDENTIFICATION LETTER SHEET ON WHICH SECTION IS SHOWN Q ® G H DRAWING INDEX M0.0 MECHANICAL LEGEND AND NOTES M0.1 SCHEDULES & SPECIFICATIONS M1.0 HVAC - ROOF PLAN M(7O1'12 J 1 2 3 4 5 6 7 8 NScCROM MECHANICAL DESIGNERS, LLC KENT, WA 98031 DIRECT (253) 951-1502 ALT# (253) 236-4391 z V W 2 109 WASHINGTON BLVD., SUITE B o ALGONA, WA • 98001 tt w W z W U_ 0 z CW w 0 J a_ W z 0 0 LL 0 0 J cc 0 z 15445 53RD AVE. REVIEWED FOR CODE COMPLIANC APPROVED OCT 06011 •kJ City of Tukwila BUILDING DIVISIC E N RECEIVED CITY OF TUKWILA OCT 0i 2017 10 PERMIT CENTER Permit Set K 0 0 Z 0 w U' J J U z U w w J 1- 1— I -- w w CHRIS TAYLOR PROJECT MGR: CHECKED: w 0 PROJECT NO.: EC -17-039 DATE: 09/29/17 P.O. NUMBER: 478-560-17 FIVE STAR MECHANICAL M 0 . 0 0" 1" 2" SHEET SIZE IS TRUE SCALE WHEN ABOVE LINE MEASURES AS NOTED J 1 2 3 4 5 6 7 8 10 A B C D OPTIONS: MATERIAL: 18ga. GALV STEEL INSULATED PANELS (WHERE REQUIRED) 1" 1-1/2LB DUCT INSULATION (R VALUE 3.85) GASKET PROVIDED WITH CURB 1 1/2" ADDED TO EXISTING CURB O.D. 26" 21 1/2" 451/2" 21 1/2" 73" 92 1/2" DIMENSIONED AND TOLERENCED PER ANSI ¥145M-1982 Attn: Tag: • Approval: r REVISIONS REV. ECO# DESCRIPTION DATE INITIAL DRAWING 9/27/2017 APPROVED ES EXISTING CURB LAYOUT 91" 41" RETURN SUPPLY 9" 32" CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. OPERATIONAL HEIGHT OF CDI ADAPTER IS 3" LESS THAN OVERALL CURB HEIGHT SHOWN. - 21" 46 1/2" 23" 3 1/2" 37 1/4" 20" _LI 421/2" THIS DRAWING S THE INFORMATION CONTAINED THEREIN IS THE CONFIDENTIAL. PROPRIETARY INFORMATION OF CRYSTAL DISTRIBUTION INC., & MAY NOT BE USED OR REPRODUCED WITHOUT THE APPROVAL OF CRYSTAL DISTRIBUTION, INC. ALL RIGHTS RESERVED APPROVALS DATE esaunders 9/27/2017 DIMENSIONS ARE AS FOLLOWS: 1.50 In [25.40 mm] TOLFIFILE 997933-1-9999-5005 WGRWV IOODTNO CURD OR 'VERIFY SUPPLY AND RETURN OPENINGS 'NOTE ANY CHANGES .CALL WITH ANY QUESTIONS FAX BACK IF DRAWING IS OK AS 15 � tact us ® �1 CDI www.cdicurb Consom or u' ,.. .. 1-666-234-7001 APPROXIMATE CURB WEIGHT (LBS.) 169.97 1 scALE: 1:20 I axe. 1 of 3 C:\Users\esaunders\Desktopl1-9999-2017\ ADAPTER CURB - (REF) E F G H J RTU -1 HEAT PUMP SPECIFICATIONS GENERAL: 1- CODE COMPLIANCE - ALL WORK SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES. 2. DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF THE CONSTRUCTION AND THEREFORE DO NOT SHOW ALL NECESSARY OFFSETS, FITTINGS, AND ACCESSORIES WHICH ARE REQUIRED. 3. FIELD VERIFICATION: CHECK FIELD CONDITIONS AND VERIFYING SPACE AVAILABLE FOR DUCTS BEFORE PROCEEDING WITH THE WORK. 4. WARRANTY: ALL WORK AND EQUIPMENT SHALL BE WARRANTED TO BE FREE FROM DEFECTS AND CAPABLE OF PROVIDING SATISFACTORY OPERATION FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE. 5. COMPLETE SYSTEMS: NOT ALL NECESSARY MATERIALS TO PERFORM THE WORK REQUIRED ARE SPECIFIED OR SHOWN. CONTRACTOR SHALL PROVIDE ALL ITEMS NEEDED TO HAVE COMPLETED PROPERLY OPERATING SYSTEMS. ITEMS PROVIDED SHALL BE OF COMMERCIAL / INSTITUTIONAL QUALITY CONSISTENT WITH THE QUALITY OR RELATED ITEMS PROVIDED ON THE PROJECT OR CURRENTLY BEING USED IN THE BUILDING. CONDENSATE PIPING 1. PIPE FITTINGS: POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40, PER ASTM D-1785. SOLVENT CEMENT SOCKET TYPE FITTINGS PER ASTM D-2466. SOLVENT CEMENT SHALL COMPLY WITH ASTM D-2564. 2. INSTALLATION: INSTALLATION SHALL COMPLY WITH LOCAL CODE, BEST PROFESSIONAL PRACTICES AND MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. PROVIDE ALL PIPING AS REQUIRED AND AS REQUIRED FOR CONDENSATE AND MISCELLANEOUS HVAC EQUIPMENT CONDENSATE DRAINS, AND RUN PIPING FROM UNIT(S) TO NEAREST POINT OF DRAINAGE ON THE (E) ROOF HEAT PUMPS RTU -1 1. QUALITY ASSURANCE: UNIT SHALL BE UL LISTED AND LABELED AS SUCH. UNIT EFFICIENCY SHALL COMPLY WITH ALL UP TO DATE AND APPLICABLE CODES. 2. TYPE: SINGLE PACKAGED HEAT PUMP UNITS SHALL MATCH CONFIGURATION AS EXISTING DISCHARGE AND RETURN AS INDICATED ON PLANS. 3. GENERAL: THE UNITS SHALL BE FULLY FACTORY ASSEMBLED AND SHALL BE COMPLETE WITH CASING COILS, FANS, COMPRESSOR(S) PIPING, WIRING, DISCONNECT CONTROLS, GAS BURNER, HEAT EXCHANGER AND ALL OTHER ACCESSORIES REQUIRED TO BE READY FOR FIELD CONNECTIONS AND OPERATION. UNITS SHALL BE UL LISTED AND LABELED AND BE DESIGNED FOR OUTDOOR APPLICATION. 4. FANS: FAN SHALL BE STATICALLY AND DYNAMICALLY BALANCED AT FACTORY. FAN SHALL BE FORWARD CURVE CENTRIFUGAL TYPE WITH MULTI -SPEED DIRECT DRIVE (OR BELT DRIVE) MOTOR. MOTOR SHALL BE PERMANENTLY LUBRICATED TYPE WITH BUILT-IN AUTO -RESET THERMAL OVERLOAD PROTECTION. BEARINGS SHALL BE SEALED, PERMANENTLY LUBRICATED BALL BEARING TYPE. CONDENSER FAN SHALL BE STATICALLY AND DYNAMICALLY BALANCED AT FACTORY, PROPELLER TYPE AND FAN SHALL BE DIRECT DRIVE WITH PERMANENTLY LUBRICATED COMPONENTS AND TOTALLY ENCLOSED WEATHER PROOF MOTOR HAVING BUILT-IN AUTO -RESET THERMAL OVERLOAD PROTECTION. 5. ECONOMIZER SHALL BE INTEGRAL TO RTU -1 6. FILTERS: UNIT(S) SHALL HAVE FILTER FRAME FOR HOLDING FILTER SIZES (OR FILTER FACE AREA) AS SCHEDULED. FILTERS SHALL BE MEDIUM EFFICIENCY, PLEATED PANEL, DISPOSABLE TYPE (THROWAWAY) . FILTER MEDIA SHALL PROVIDE A MINIMUM OF MERV 8 EFFICIENCY WHEN EVALUATED UNDER ASHRAE 52.2. CAMFIL / FARR "30/30" (OR APPROVED EQUAL). 7. ELECTRICAL POWER: UNITS SHALL BE FOR USE WITH POWER AS SCHEDULED ON THE PLANS. THE RTU'S SHALL HAVE SINGLE SOURCE POWER ENTRY, AND SHALL REQUIRE ONLY ONE FIELD CONNECTION AND POWER SOURCE (EXCEPT FOR SEPARATE POWER TO ECONOMIZER) ALL NECESSARY TERMINAL BLOCKS. FUSES, WIRING, JUNCTION BOXES, ETC. SHALL BE FACTORY INSTALLED WITHIN THE UNIT CABINET TO PROVIDE POWER TO ALL UNIT DEVICES REQUIRING POWER. 8. THE NEW RTU SHALL REPLACE THE (E) UNIT AND BE INSTALLED ON THE (E) ROOF OF THE BUILDING AND ANCHORED SEISMICALLY PER ALL APPLICABLE CODES, AS INDICATED ON THE STRUCTURAL DRAWINGS PREPARED BY A LICENSED STRUCTURAL ENGINEER, SEE ATTACHED SKETCHES. 9. START-UP: START-UP AND SUBSEQUENT SYSTEM CHECKS SHALL BE DONE FOLLOWING THE MANUFACTURERS WRITTEN START-UP PROCEDURES PRIOR TO OPERATING UNITS. FIELD CHECKLISTS SHALL BE MADE TO ENSURE THAT ALL EQUIPMENT, PIPING AND CONTROLS ARE CONNECTED AND OPERATING PROPERLY. DUCT SYSTEM 5. RE -CONNECT AS REQUIRED, SEE DRAWING M1-0. 6. PROVIDE FLEX CONNECTORS ON ALL DUCT CONNECTIONS NECESSARY FOR ISOLATION OF AIR HANDLING EQUIPMENT ( NEOPRENE COATED FIBERGLASS FABRIC). AIR BALANCING 1. GENERAL: ALL BALANCING SHALL BE PERFORMED BY THE CONTRACTOR. 2. 0 & M MANUALS TO BE SUBMITTED TO THE OWNER AT COMPLETION OF PROJECT WHEN MANUALS BECOME AVAILABLE FOR SUBMITTAL. CONTROLS 1. PROVIDE NEW THERMOSTATS AS REQUIRED. CODE REQUIREMENTS FOR HEAT PUMPS 1. UNIT(S) SHALL BE IN COMPLIANCE & FACTORY PROVIDED SUPPLEMENT HEAT CONTROLS TO PREVENT AUXILIARY HEATER OPERATION ABOVE 40°F. THE CONTROLS MUST BE ADJUSTABLE & VISUAL AND SET TO 32°F. THIS CONTROL SYSTEM SHALL BE IN COMPLIANCE WITH 2015 WSEC CODE SECTION C403.2.4.1.1. 2. AIR HANDLER SHALL UTILIZE COMPRESSION HEATING AS FIRST STAGE OF HEAT, AND CONTROLS SHALL BE PROVIDED TO PREVENT AUXILIARY HEAT OPERATION ABOVE 40°F IN COMPLIANCE WITH 2015 WSEC CODE SECTION C403.2.4.1.1. 3. AIR HANDLER UNIT SHALL COMPLY WITH 2015 WSEC SECTION C403.4.6 REQUIRING HOT GAS BYPASS TO BE LIMITED TO NO MORE THAN 50% OF THE UNITS TOTAL CAPACITY. ROOFTOP HET PUMP - RTU -1 SYMBOL SPECIFIED MANUFACTURER AND SERIES NO.*** AREA SERVED NOMINAL TONS COOLING CAP OTHER INFO OB HEAT PUMP PERFORMANCE SUPPLY FAN ELECTRICAL FILTERS MIN OA CFM MAX WEIGHT LBS* SOUND dB REMARKS GROSS TOTAL MBH SENS MBH°F EER HSPF LEAVING DB TEMPINPUT DF TEMP RISE HTG. OUTPUT MBH NORMAL ELECTRIC HEAT KW POWER KW CFM ESP „ W"G. DRIVE MOP AMPS H.P. VOLTS / PH MCA -AMPS TYPE SIZE RTU -1 YORK XN060 COOA2CC1A1 OFFICE BELOW 5 57.6 43.6 11.0 8.0 59.8 33.5 51.5 20.0 4.35 2000 0.5 DIRECT 100 1.0 230/3 94.8 THROWAWAY O2 400 * 590 80 0000000 NOTES: 1. COOLING CAPACITY INDOOR IS ARI RATING: AT 80°F DB; 67°F WB OUTDOOR 95°F OUTDOOR DB. 5. ALL MOTORIZED DAMPERS SHALL BE LOW LEAK PER 2015 WSEC C403.2.4.3 O REFRIGERANT TYPE: R-41 OA. SYS. #1: 13 LBS. SYS. #2: 13 LBS, 2 OZ. O INDOOR MOTOR FLA = 4.8, LRA = 40.5 2. HEATING CAPACITY INDOOR IS AHRI HI -TEMP RATING: AT 47°F; OUTDOOR AMB. TEMP COIL EAT 6. UNIT SHALL BE PROVIDED W/ MOTORIZED DAMPER FOR (OUTSIDE AIR) FROM * WITH ALL FACTORY INSTALLED OPTIONS & ADAPTER CURB, SEE STRUCTURAL O MOTOR SPEED: 1740 RPM AND 70°F ENTERING AIR INDOOR. THE FACTORY. FOR EXACT WEIGHT 3. HEATING: LEAVING DB TEMP: 93.5 AIR TEMP RISE: 33.5° F. 7. CONTRACTOR SHALL PROVIDE MOTORIZED DAMPER FOR RELIEF AIR, IN 0 (2) (15"x20"x1" OR 2") & (1) (14"x25"x1" OR 2"). COMPLIANCE WITH 2015 WSEC SECTION C403.2.4.3 0 UNIT INCLUDES FACTORY VFD 4. PROVIDE UNIT WITH 0-100% OA ECONOMIZER. IN COMPLIANCE W/ CODE (S) 8. PROVIDE W/ RETURN AIR SMOKE DETECTOR.0 ADAPTER CURB REQUIRED - OPROVIDE UNIT W/ FACTORY VFD, PER 2015 WSEC C403.2.13 **** 2 STAGE. 0 MAX. FUSE SIZE: (SEE MFR. INFO) ** COMPLY WITH 2015 WSEC C403.2.4.1.1 OHEATING PERFORMANCE OUTPUT: 72.4 - MBH *** COMPLY WITH 2015 WSEC C403.4.6 - HOT GAS BYPASS LIMITATION COP @ 17°F: 2.14; COP @ 47°F: 3.35 -1 A B C D F G H K RECEIV CITY OF TUKWILA 1 2 3 4 5 6 7 8 NS-CROMW MECHANICAL DESIGNERS, LLC KENT, WA 98031 DIRECT (253) 951-1502 ALT# (253) 236-4391 fr••4 tn V Il w w z w U 0 z w w 0 J 0 w I..L z 0 0 1- U- 0 - LL0 0 J NQ I.L. 0 z 15445 53RD AVE. REVIE =D FOR CODE COMPLIAN APPROVED OCT 0 6 2017 SCHEDULES 2 CHRIS TAYLOR PROJECT MGR: CHECKED: J. EVANS W PROJECT NO.: EC -17-039 DATE: 09/29/17 P.O. NUMBER: 478-560-17 FIVE STAR MECHANICAL City of Tukwila UILDIN L`.1 DIVISION OCT 0142017 10 PERMIT CENTER MIA/bPer et 1#k M 0 . 1 0" 1" 2" SHEET SIZE IS TRUE SCALE WHEN ABOVE LINE MEASURES AS NOTED PARTIAL ROOF PLAN RTU-1 CONSTRUCTION & REMOVAL NOTES PACIFIC ENGINEERING INDUSTRIAL ROOFTOP UNIT REPLACEMENT