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Permit M17-0099 - ACURA/FIAT OF SEATTLE - GAS PACKAGE UNIT
ACURA/FIAT OF SEATTLE 301 BAKER BLVD EXPIRED 02/20/18 M17-0099 Parcel No: Address: Project Name: 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 0223100075 301 BAKER BLVD BLDG ACURA/FIAT OF SEATTLE MECHANICAL PERMIT Permit Number: M17-0099 Issue Date: 8/24/2017 Permit Expires On: 2/20/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: OB FIFE PROPERTY II L L C P 0 BOX 726 , BELLEVUE, WA, 98009 MIRANDA MENDEZ 5108 D ST NW , AUBURN, WA, 98001 EMERALD AIRE INC 5108 D ST NW , AUBURN, WA, 98001- 2418 EMERAAI055BL Phone: (253) 872-5665 Phone: (253) 872-5665 Expiration Date: 4/1/2019 DESCRIPTION OF WORK: REPLACE EXISTING GAS PACKAGE UNIT WITH SAME TONNAGE UNIT AND ADAPTER CURB Valuation of Work: $12,410.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $370.74 Electrical Service Provided by: PUGEST SOUND ENERGY 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 11 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 \'\\_ \I .9, ` Print Name: UJ ,\ k)D}q Date: 8I)-►-+ ,--7 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: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 2: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 3: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 4: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 5: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2437) 6: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 7: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 8: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 9: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 12: 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. 13: 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. 14: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 15: 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. 16: 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). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 18: 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. 19: ***MECHANICAL PERMIT CONDITIONS*** 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 21: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF TUKW1 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Mechanical Permit No. lA 1 7 °CRC(' Project No. Date Application Accepted: Date Application Expires: -7-(0-17 (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: 0223100075 Site Address: 301 BAKER BLVD Suite Number: Floor: Tenant Name: ACURA/FIAT OF SEATTLE PROPERTY OWNER Name: MIRANDA MENDEZ Name: 013 FIFE PROPERTY II LLC City: AUBURN State: WA Zip: 98001 Address: PO BOX 726 Email: PERMITS@EMERALDAIRE.COM City: BELLEVUE State: WA Zip: 98009 CONTACT PERSON — person receiving all project communication Name: MIRANDA MENDEZ Address: 5108 D ST NW City: AUBURN State: WA Zip: 98001 Phone: (253) 872-5665 Fax: (253) 872-5797 Email: PERMITS@EMERALDAIRE.COM New Tenant: ❑ Yes ® .. No MECHANICAL CONTRACTOR INFORMATION Company Name: EMERALD AIRE, INC. Address: 5108 D ST NW City: AUBURN State: WA Zip: 98001 Phone:(253) 872-5665 Fax: (253) 872-5797 Contr Reg No.: EMERAAI055BL Exp Date: 04/01/2019 Tukwila Business License No.: BUS -0994424 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: REPLACE EXISTING GAS PACKAGE UNIT WITH SAME TONNAGE UNIT AND ADAPTER CURB. 12,410 Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ 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 1 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 1 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 1 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 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-1 OPM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are eicempt 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 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature` l r% 1 • i -Q/& Print Name: MIRANDA MENDEZ Mailing Address: 5108 D ST NW Date: Day Telephone: (253) 872-5665 AUBURN WA 98001 H:\Applications\Forms-Applications On Linc\2016 Applications\Mechanical Permit Application Revised I-4-16.docx Revised: January 2016 bh City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $370.74 M17-0099 Address: 301 BAKER BLVD BLDG Apn: 0223100075 '$370.74 MECHANICAL $356.48 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $252.03 PLAN CHECK FEE R000.322.102.00.00 0.00 $71.30 TECHNOLOGY FEE $14.26 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11885 R000.322.900.04.00 0.00 $14.26 $370.74 Date Paid: Monday, July 10, 2017 Paid By: EMERALD AIRE INC Pay Method: CHECK 2322 Printed: Monday, July 10, 2017 2:50 PM 1 of 1 CRWSYSTEMS DEI ,DIBBLE ENGINEERS INC April 25, 2017 Emerald Aire, Inc. Attn: John Saito, Service Consultant 5108 D Street NW Auburn, WA 98001 Re: Acura of Seattle RTU Replacement 301 Baker Blvd, Tukwila, WA 98188 DEI Job #: 17-244 Dear Mr. Saito: FiLZ REVIEWED FOR CODE COMPLIANCE APPROVED AUG 15 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 10 2011 PERMIT CENTER On May 3, 2017, Dibble Engineers, Inc. (DEI) visited Acura of Seattle in Tukwila in order to review the existing roof framing in support of a proposed rooftop unit replacement. Based on information provided by Emerald Aire, the existing unit is 680#, and it is being replaced with a new 1055# unit, and 200# curb adapter, resulting in a load increase of 575#. The existing building is a 1 -story wood framed structure with masonry walls. King County records indicate that it was constructed in 1968. The existing roof framing in the vicinity of the unit replacement is composed of glulam beams spaced at approximately 14 feet on center, with 2x12 joists spanning between beams. The glulams are supported by exterior bearing walls and interior steel columns spaced at approximately 25 feet on center. Figure 1— Roof Joists and Beam Near RTU Location Figure 2 — RTU Proposed for Replacement Based on our on-site observations, and information provided by Emerald Aire, the rooftop unit proposed for replacement is located directly above an existing glulam beam • . ._oximately 6 feet from one end. Based on our calculations, it is DEI's conclusion that the existing • -, ci support the additional loads from the new unit and adapter, provided the beam dimv'sions are 5-1/8" x 19-1/2" or • eater. The beam appeared to exceed these dimensions, but was out of reach at the of the site visit so dir easurements could not be taken. The contractor should confirm the beam dimensions prior to pming the RTU replacement, and contact DEI for additional review if they are under the dimensions specified. 0 041 1 DIBBLE ENGINEERS INC 1 1029 Market Street, Kirkland WA 980331425.828.42001 dibbleengineers.com DEI DIBBLE;GINEERS INC " Dibble Engineers review is limited to the areas accessible and readily visible. Dibble Engineers did not conduct a comprehensive building analysis for either vertical or lateral loads. Dibble Engineers did not review the wind or seismic forces acting on the unit, or calculate the required connections. Unless specifically discussed in our review, no other conditions were evaluated or considered. Our. review and discussion summary does not provide warranty either expressed or implied to the existing conditions' or work completed subsequent our visit. Dibble Engineers appreciates your business. Please contact us with any questions, and we will be happy to assist. Sincerely, DIBBLE ENGINEERS, INC. John Mayfield, PE Project Manager johnna dibbleengineers.com Attachments: Structural Calculations, Reference Materials 05/10/2017 PAGE2OF2 1 Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 t: 425.828.4200 www.dibbleengineers.com Project Title: Engineer: Project Descr: Project ID: Printed: 9 MAY 2017, 4:30PM Wood Beam Lic. # : KW -06006102 Description : Existing GLB wl (N) Loading CODE REFERENCES File= j:12017 Projects117-244 Acura of Seattle RTU Replacement\Calcslacura of seattle.ec6 ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver.6.17.3.17 Licensee : DIBBLE ENGINEERS INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species : DF/DF Wood Grade : 24F - V4 Beam Bracing Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsional buckling ) D(0.21) Lr(0.28) S(0.35) 2400 psi 1850 psi 1650 psi 650 psi 265 psi 1100 psi E : Modulus of Elasticity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1800 ksi 950 ksi 1600 ksi 850 ksi 31.2 pcf Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, Lr = 0.020, S = 0.0250 ksf, Point Load : D = 0.130 k @ 6.0 ft, ((E) Curb) Point Load : D = 0.20 k @ 6.0 ft, (Curb Adapter) Point Load : D =1.055 k @ 6.0 ft, (New RTU) DESIGN SUMMARY 5.125x19.5 Span = 25.0 ft Service loads entered. Load Factors will be applied for calculations. Tributary Width = 14.0 ft, (Roof Load) Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections 0.711: 1 5.125x19.5 1,835.91 psi 2,583.76 psi +D+S+H 11.953ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.543 in Ratio = 0.000 in Ratio = 0.994 in Ratio = 0.000 in Ratio = 552 >=360 0 <360 301 >=240. 0 <240.0 Design OK 0.365: 1 5.125x19.5 111.39 psi 304.75 psi +D+S+H 0.000 ft Span # 1 Load Combination Span Max. "-" Defl Location in Span Load Combination +D+S+H 1 Vertical Reactions Load Combination 0.9937 12.409 Support notation : Far left is #1 Support 1 Support 2 Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H 8.323 2.369 3.948 3.948 7.448 7.603 1.937 3.228 3.228 6.728 Max. "+" Defl Location in Span onaCE 'E oo v l 'n'1 F TUKWIU JUL 10 2011 PERMIT CENTER Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 t: 425.828.4200 www.dibbleengineers.com Project Title: Engineer: Project Descr: Project ID: Printed: 9 MAY 2017, 4:30PM Wood Beam Lic. # : KW -06006102 Description : Existing GLB w/ (N) Loading Vertical Reactions File = j:12017 Projects117-244 Acura of Seattle RTU ReplacementlCalcstacura of seattle.ec6 ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver.6.17.3.17 Licensee : DIBBLE ENGINEERS INC. Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 8.323 6.573 7.230 3.948 3.948 6.573 7.230 7.230 2.369 2.369 3.948 3.500 7.603 5.853 6.509 3.228 3.228 5.853 6.509 6.509 1.937 1.937 3.228 3.500 4.375 4.375 51 33 23 C 0 E 13 14EhoBER•••» 1• +A+H 1 4+0.6CW+II 1 +6.666+6.76E+D.661. 237 4.84 7.30 9.16 223 14n+1+4 1 +D+6.76E+H r4 r. i •..i ._ t e• Vt+ .7 f11 IUl rj Dist3rce t; 14.69 P.15 19.6: ?206 1 4;1411.111 141:+;4H 1 +I)+n 7crl 7c(114H 1 +1.46 7sn14) TW+4 1 +)+6 70L1-6.736L41545Wili 1 +C+},756E+6.7565+6.45614+1 144.615E146 7i6S4D S:S6E+11 +6.EDD+D.6CW+6.663 24.34 Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 t: 425.828.4200 www.dibbleengineers.com Project Title: Engineer: Project Descr: Project ID: Printed: 9 MAY 2017, 4:30PM Wood Beam Lic. # : KW -06006102 Description : Existing GLB wl (N) Loading File = j:12017 Projects117-244 Acura of Seattle RTU ReplacementlCalcslacura of seattle.ec6 ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver:6.17.3.17 Licensee : DIBBLE ENGINEERS INC. .g +D+H 1 +6+6,6fw+11 1 +6.E66+676E+6.6DI ?37 14D+1+1 1 +D+6.JDE+11 4.84 7.30 9,76 :223 14.69 1?,15 19.6: .70E Distbrce fi t; 1 +)4U+II 1 +C+;4H 1 +D+6.1Sflt+f.7SGl+H 1 +6+6,15.610.3DS+i 1 +)+D ISfiI1-6.1i61+64:6'iV+H 1 +C+).lS6L+G.156S+6.45614+1 1 +D+6J5C14D ]SDS+6 S:S6E+11 +6.E66+0,6ft%+6.6D1 2404 7. 3 ME(�ER-•�� -0.3 -0.5 •0.8 •1.0 .r/ ECE! /EDI Y OF T KWiLA 1. +6+H 1 4+6,6CW+11 1 +G.E66+6.IGE+6.6Dh 1 E Only 231 4,E4 1 +D+l+1 1 +D+G76E+H IECI'Iq 1.0n11 7.30 9.76 1,23 14.63 17.15 JUL 1 2017 ERMIT I NTP CI 1961 22108 Distarce (t; 1+)411+11 1+C+;4 I+D+6.1SCL'+C.1SGI+11 1+6+6,]5.61+),!505.+i 1 +)+D 7SD1'-6.7 L404,D fH 1 +C+).561.4,25S+5,4514+1 1 +60.15C141) )S6S46 S 3 (+11 +11.E01)+6.6CW+6,661 1 lt0+I) 1 I CnIf 15411) 1 WO.Iy 24.54 Physical data EXISTING UNIT WEIGHT UNIT SIZE 48HD/L0 3 006 HD T LD OPERATING WEIGHT (Ib) Unit with Economizer Roof Curb COMPRESSOR Qty...Type _ Oil (oz) REFRIGERANT (Capillary Control) Charge (Ib) CONDENSER COIL Rows Fins/in Total Face Area (sq ft) CONDENSER AIR FAN Nominal Cfm Qty ..Diameter (in ) Motor Hp (1075 Rpm) EVAPORATOR COIL Rows Fins/in Total Face Area (sq ft) EVAP AIR FAN (Direct Drive) Max Ext Static Press (in wg) Wet Coil and Filters Std Alt Qty . Size (in Nominal Cfm Motor HO Motor Rpm (Std) Std Alt Low High 1 P 60265 66 R-22 7 2 - Copper Tube, Aluminum Fins 2 139 9 73 Propeller Type, Direct Drive 3800 1 22 1/2 Copper Tube, Aluminum Fins 3 139 5 33 85 (230 v) 11 x 10 10 x 10 2000 1 3/4 1000 1130 81 (208 v) 1 10 x 10 1 11 x 10 2000 3/4 1 890 1050 UNIT SIZE 48HD/LD 006 HO LD LD FURNACE SECTION Temperature Rise Gas lnput (1000 Btuh) Bonnet Capacity (1000 Btuh) Burner Orifice Diam (in drill size) Natural Gas • 0960 41 Propane and Butane Gas 1 0595 53 Pilot Orifice Diam (in drill size) Natural Gas 017 77 Propane and Butane Gas 012 Thermostat Heat Anticipator 35°-65° 125 95 5 Setting 460 V 208/230 V 130 1 00 California Seasonal Efficiency 71%' LOW-PRESSURE SWITCH (Suction Line) Cutout (psig) Reset (psig) ECONOMIZER AIR INLET SCREENS Qty Size (in INDOOR AIR FILTERS (Typelt Qty ..Size (in.)** 15°-45° 75 60 0960 41 0595 53 25°-55° 75 60 0960 41 0595 53 017 77 017 77 012 — 012 – 1 30 1 00 71% 27 ± 4 67 ± 7 1 32x19x1/2 1 30 1 00 71%• Disposable Fiber Glass 1 16x25x1 1 20x25x1 'The California 71 % seasonal efficiency rating for the 48LD006 with the 1 HP indoor motor is with the 25°-55° rise range, and the 3/4 HP indoor motor is with the 15°-45° rise range The 481-30006 71% rating is at the 35°-65° rise range with either the 3/4 HP or the 1 HP indoor motor tBase unit will also accept field -supplied 2 -in filters tService factor is 1 25 "One -in filters are included with unit; field -supplied 2 -in filters may be used Selection procedure (with example) 1 Determine cooling and heating requirements at design conditions. Given: Required Cooling Capacity (TC) 56,000 Btuh Sensible Heat Capacity (SHC) 39,000 Btuh Required Heating Capacity 90,000 Btuh Condenser Entering Air Temperature 95 F Evaporator Entering Air Temperature 80 F edb, 67 F ewb Evaporator Air Quantity 2,000 cfm External Static' Pressure (ESP) 0.4 in. wg Electrical Characteristics (V -Ph -Hz) 230-1-60 11 Select unit based on required cooling capacity. Enter Cooling Capacities table at condenser entering air temperature of 95 F, 2,000 cfm and 67 F ewb. The 48HD/LD006 unit will provide a total cooling capacity of 61,000 Btuh and a sensible heat capacity of 43,000 Btuh., For evaporator air temperature other than 80 F edb, calculate sensible heat capacity correction, as required, using formula in notes following Cooling Capacities table. NOTE: Unit ratings are gross capacities and do not account for fan motor heat. To calculate net capacities see section V. 1 III Select unit to meet required heating capacity. From Heating Capacities table read that unit 48HD006 has output capacity of 98,750 Btuh which is adequate for the given application. IV Determine fan speed and brake horsepower (bhp) requirements at design conditions. Job requirements call for 0 4 in wg ESP. The additional pressure drop of the economizer must be added in. Job ESP + Economizer PD = Total ESP .40 + .05 = .45 ESP Enter Fan Performance table at 2,000 cfm for 48HD006. Read that at low speed (230 v) the ESP of the fan is .50 in wg and .75 bhp. This will adequately handle job requirements. V Determine net cooling capacity. Cooling capacities are gross capacities and do not account for indoor fan motor (IFM) heat. Determine net capacity using the following formula: Net capacity = Gross capacity - IFM heat = 61,000 - .75 bhp (2,545 Btuh/bhp) x 1/motor efficiency = 61,000 - .75 (2,545) (1/.62) = 61,000 - 3,078 Net capacity = 57,922 Btuh Net sensible capacity = 43,000 - 3,078 = 39,922 Btuh Predator (3-12.5 Ton Package) N524 NEW UNIT WEIGHT York Single Package R -410A Air Conditioner Page: 3 Project Name: BAKER BLDG Unit Model #: ZFO78N12R4B1AAA1A1 Quantity: 1 System: ZFO78N12R4B1AAA1A1 Cooling rerrormance Total gross capacity 81.5 MBH Sensible gross capacity 59.5 MBH Total net capacity 76.1 MBH Sensible net capacity 54.1 MBH Efficiency (at ARI) 11.20 EER Integrated eff. (at ARI) 13.80 IEER Ambient DB temp. 95.0 °F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 58.8 °F Leaving WB temp. 57.1 °F Power input (w/o blower) 6.00 kW Sound power 84 dB(A) Refrigerant Refrigerant type R -410A Gas Heating Performance Entering DB temp. 60 °F Heating output capacity (Max) 96 MBH Supply air 2600 CFM Heating input capacity (Max) 120 MBH Leaving DB temp. 94.2 °F Air temp. rise 34.2 °F SSE 80.0 % Stages 2 Supply Air Blower Performance Supply air 2600 CFM Ext. static pressure 0.8 IWG Addl. Unit Losses (Options/Accessories) 0.16 IWG Blower speed 1204 RPM Max BHP of Motor (including service factor) 2.30 HP Duct location Bottom Motor rating 2.00 HP Actual required BHP 1.69 HP Power input 1.57 kW Elevation 0 ft. Drive type BELT Electrical Data Power supply 460-3-60 Unit min circuit ampacity 16.9 Amps Unit max over -current protection 20 Amps Dimensions & Weight Hgt 42 in. Len 89 in. Wth Weight with factory installed options 1055 lbs. Clearances Right 12 in. Front 36 in. Back 36 in. Tnn 7') in Rnffnn, (1 in 1 eaft 1L: in Note: Please refer to the tech guide for listed maximum static pressures :.`®11 GERTIFJED vw.ram°:ectm°m AMERICA QUALITY X90' 6.5 Ton • York Predator units are manufactured at an ISO 9001 registered facility and each rooftop is completely computer -run tested prior to shipment. Unit Features • Standard Cabinet with Composite Drain Pan • Two Stage Cooling • 120 MBH Input Aluminized Steel, Two Stage Gas Heat • Unit Cabinet Constructed of Powder Painted Steel, Certified At 1000 Hours Salt Spray Test (ASTM B-117 Standards) • Full perimeter base rails with built in rigging capabilities • Reciprocating Compressor • Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom or Horizontal End Return Only) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) • 2 HP High Static Belt Drive Blower • Replacement Filters: 4 - (24" x 16"). Unit accepts 2" or 4" wide filters. • Unit Ships with 2" Throwaway Filters with a Standard Filter Rack that will Accept up to 4" Filters • Solid Core Liquid Line Filter Driers • Short Circuit Current: 5kA RMS Symmetrical • Single Point Power Connection • Through -the -Curb and Through -the -Base Utility Connections • Micro -Channel "all -aluminum" condenser coil, Copper tube/aluminum fin evaporator coil • Hinged Access Panels BAS Controller • IntelliSpeed control of the VFD based on stages of cooling. Provides Single Zone VAV Fan Operation as defined by ASHRAE 90.1 section 6.4.3.10. • Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors Standard Unit Controller: Simplicity Control Board • An Integrated Low -Ambient Control, Anti -Short Cycle Protection, Lead -Lag, Fan On and Fan off Delays, Low Voltage Protection, On -Board Diagnostic and Fault Code Display. Allows all units to operate in the cooling mode down to 0 °F outdoor ambient without • 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 re WOne (near Limited Warranty on the Co I l w it Rf D • Five (5) Year Warranty - Compressors an t i errl e & iLA • Ten (10) Year Limited Warranty - Aluminized Steel Heat Exchanger JUL 10 2011 PERMIT CENTER Unitary Sales Tool v1.5.9.0 Information is subject to change without notice. Check local codes. Printed 12/27/2016 1/2/2018 City of Tukwila Department of Community Development MIRANDA MENDEZ 5108 D ST NW AUBURN, WA 98001 RE: Permit No. M17-0099 ACURA/FIAT OF SEATTLE 301 BAKER BLVD 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 2/20/2018. 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 2/20/2018, 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, Bill Rambo Permit Technician File No: M17-0099 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 "Excellence & Integrity" EM adDLaU mi • AIR CONDITIONING • HEATING • REFRIGERATION • CONTROLS • SALES • SERVICE • INSTALLATION • www.emeraldaire.cam City of Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Attn: Allen Johanmessen RE: Project # M17-0099 Address: 301 Baker Blvd Tukwila, WA Dear Allen, August 3, 2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER The following is the response to the correction letter dated 07/27/2017: • General: Plan Submittals: (Min. size 11x17 to maximum size 24x36; all sheets shall be the same size. New revised plan sheets shall be the name size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who has direct supervision over the preparation of the work, and date of signature. Specification that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specification other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible. " It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) Building Review Notes 1. Plan notes specify 2012 Seattle codes. Revised plan code notes to specify compliance with 2015 International Codes and 2015 Washington State Energy Codes (WSEC). Commissioning and other code references shall be revised to show complying with the current 2015 WSEC. Correction complete and made on the MOO drawing (cover sheet). COF4REIi'IQN LTR# 5108 D Street NW Auburn, WA 98001 (253) 872-5665 (800) 291-5191 FAX (253) 872-5797 CONT.# EMERAAI055BL "Excellence & integrity" Ct1G o a dD Q�G�3C www.emeraIdaire.com • AIR CONDITIONING • HEATING • REFRIGERATION • CONTROLS • SALES • SERVICE • INSTALLATION • 2. Dibble Engineers report indicated they could not completely veri.bi a portion of the beam measurements. The report recommended "The contractor should confirm the beam dimensions prior to preforming the RTU replacement, and contact DEI for additional review if they are under the dimensions specified. " Provide a note on the plan with that quoted information. Contractor shall provide documentation signed by the contractor to the building official (inspector) the inspection was done to verb beam condition or provide access for inspection by the building official. Correction complete and .noted on MOO1 drawing (page 2). Note: Contingent on response to these corrections, further plan review may request for additional corrections. Regards, Mechanical Engineer Emerald Aire, Inc. 5108 D Street NW Auburn, WA 98001 (253) 872-5665 (800) 291-5191 FAX (253) 872-5797 CONT.# EMERAAI055BL July 27, 2017 City of Tukwila Department of Community Development MIRANDA MENDEZ 5108 D ST NW AUBURN, WA 98001 RE: Correction Letter # 1 MECHANICAL Permit Application Number M17-0099 ACURA/F1AT OF SEATTLE - 301 BAKER BLVD Dear MIRANDA MENDEZ, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must he addressed before your development permit can be approved. All correction requests from each department must he addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) Of applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that arc prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee arc a portion of a hound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page. of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Plan notes specify 2012 Seattle codes. Revised plan code notes to specify compliance with 2015 International Codes and 2015 Washington State Energy Codes (WSEC). Commissioning and other code references shall be revised to show complying with current 2015 WSEC. 2. Dibble Engineers report indicated they could not completely verify a portion of the beam measurements. The report recommended "The contractor should confirm the beam dimensions prior to performing the RTU replacement, and contact DEI for additional review if they are under the dimensions specified." Provide a note on the plan with that quoted information. Contractor shall provide documentation signed by the contractor to the building official (inspector) the inspection was done to verify beam condition or provide access for inspection by the building official. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specificatipns, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. mann C ...I- D....1.... ._l 0..:. J11nn 'r..!....:1. ur__r_:.__. .. no1oo nr--.._ nnz- A9L"'711 - n___ ^1n4 .iiC In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must he made in person and will not he accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, pitt ott oft Rachelle Ripley Permit Technician File No. M17-0099 42/111 411111 7'..1....:t . ul....l.:..,,._.- no 700 111.__-_ -,nc All _ .- nn. '� DEI \, DIBBLE ENGINEERS INC April 25, 2017 Emerald Aire, Inc. Attn: John Saito, Service Consultant 5108 D Street NW Auburn, WA 98001 Re: Acura of Seattle RTU Replacement 301 Baker Blvd, Tukwila, WA 98188 DEI Job #: 17-244 Dear Mr. Saito: On May 3, 2017, Dibble Engineers, Inc. (DEI) visited Acura of Seattle in Tukwila in order to review the existing roof framing in support of a proposed rooftop unit replacement. Based on information provided by Emerald Aire, the existing unit is 680#, and it is being replaced with a new 1055# unit, and 200# curb adapter, resulting in a load increase of 575#. The existing building is a 1 -story wood framed structure with masonry walls. King County records indicate that it was constructed in 1968. The existing roof framing in the vicinity of the unit replacement is composed of glulam beams spaced at approximately 14 feet on center, with 2x12 joists spanning between beams. The glulams are supported by exterior bearing walls and interior steel columns spaced at approximately 25 feet on center. Figure 1— Roof Joists and Beam Near RTU Location Figure 2— RTU Proposed for Replacement Based on our on-site observations, and information provided by Emerald Aire, the rooftop unit proposed for replacement is located directly above an existing glulam beam, approximately 6 feet from one end. Based on our calculations, it is DEI's conclusion that the existing glulam has the capacity to support the additional loads from the new unit and adapter, provided the beam dimensions are 5-1/8" x 19-1/2" or greater. The beam appeared to exceed these dimensions, but was out of reach at the time of the site visit, so direct measurements could not be taken. The contractor should confirm the beam dimensions prior to performing the RTU replacement, and contact DEI for additional review if they are under the dimensions specified. DIBBLE ENGINEERS !NCI 1029 Market Street, Kirkland WA 980331425.828.42001 dibbleengineers.com DEI DIBBLE ENGINEERS INC Dibble Engineers review is limited to the areas accessible and readily visible. Dibble Engineers did not conduct a comprehensive building analysis for either vertical or lateral loads. Dibble Engineers did not review the wind or seismic forces acting on the unit, or calculate the required connections. Unless specifically discussed in our review, no other conditions were evaluated or considered. Our review and discussion summary does not provide warranty either expressed or implied to the existing conditions or work completed subsequent our visit. Dibble Engineers appreciates your business. Please contact us with any questions, and we will be happy to assist. Sincerely, DIBBLE ENGINEERS, INC. John Mayfield, PE Project Manager john a(�dibbleengineers.com Attachments: Structural Calculations, Reference Materials 05/10/2017 PAGE 2 OF 2 Dibble Engineers, Inc. 1029 ltlarket Street Kirkland, WA 98033 t: 425.828.4200 www.dibbleengineers.com Project Title: Engineer: Project Descr: Project ID: Printed: 9 MAY 2017, 4:30PM Wood Beam Lic. # : KW -06006102 Description : Existing GLB wl (N) Loading CODE REFERENCES File = j:12017 Projects117-244 Acura of Seattle RTU ReplacementlCalcslacura of seattle.ec6 ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver.6.17.3.17 Licensee : DIBBLE ENGINEERS INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species : DF/DF Wood Grade : 24F - V4 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.21) Lr(0.28) S(0.35) 2400 psi 1850 psi 1650 psi 650 psi 265 psi 1100 psi E : Modulus of Elasticity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1 800 ksi 950 ksi 1600 ksi 850 ksj 31.2 pcf • I♦ 11 8 • Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0150, Lr = 0.020, S = 0.0250 ksf, Tributary Width = 14.0 ft, (Roof Load) Point Load : D = 0.130 k @ 6.0 ft, ((E) Curb) Point Load : D = 0.20 k @ 6.0 ft, (Curb Adapter) Point Load : D =1.055 k @ 6.0 ft, (New RTU) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 5.125x19.5 Span = 25.0 ft Service loads entered. Load Factors will be applied for calculations. Overall Maximum Deflections 0.711: 1 5.125x19.5 1,835.91 psi 2,583.76psi +D+S+H 11.953 ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.543 in Ratio = 0.000 in Ratio = 0.994 in Ratio = 0.000 in Ratio = 552 >=360 0 <360 301 >=240. 0 <240.0 Design OK 0.365: 1 5.125x19.5 111.39 psi 304.75 psi +D+S+H 0.000 ft Span # 1 Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Dell Location in Span +D+S+H 1 Vertical Reactions 0.9937 12.409 Support notation : Far left is #1 . 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum Overall MlNimum +D+H +D+L+H +D+Lr+H 8.323 7.603 2.369 1.937 3.948 3.228 3.948 3.228 7.448 6.728 Dibble Engineers, Inc. 1029 Market Street Kirkland, WA 98033 t: 425.828.4200 www.dibbleengineers.com Project Title: Engineer: Project Descr: Project ID: • Printed: 9 MAY 2017, 4:30PM Wood Beam Lic. # : KW -06006102 Description : Existing GLB wl (N) Loading Vertical Reactions File = j:12017 Projects117-244 Acura of Seattle RTU Replacement\Calcslacura of seattle.ec6 ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver:6.17.3.17 Licensee : DIBBLE ENGINEERS INC. Support notation : Far left is #1 Values in KIPS Load Combination Supportl Support 2 +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.7505+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.7505+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 8.323 6.573 7.230 3.948 3.948 6.573 7.230 7.230 2.369 2.369 3.948 3.500 7.603 5.853 6.509 3.228 3.228 5.853 6.509 6.509 1.937 1.937 3.228 3.500 4.375 4.375 51 33 j8EI ER•-•» 144)44i +D+6.6CW+N +6.E6646,76E+6,66h 237 •4 n+1 +i 14D+6.76E+H 4,84 730 9,16 :223 14,69 1?.15 19.62 .206 D brce(t; t +)41 ,+H 14.1:444H 1 +n+n 7(fil 1•H 1 +11+117581+1'(nc+i 1 +746 7iDlt-6.7161+64:6N01 1 +C+).561+6.1565+6.45614+1 1 +6+6.7SC146 7iDS46 S:56E+1 1 +6.E66+6.6CW+6.6D1 2434 Dibble Engineers, Inc. 1029'1Aarket Street Kirkland, WA 98033 t: 425.828.4200 www.dibbleengineers.com Project Title: Engineer: Project Descr: Project ID: Printed: 9 MAY 2017, 4:30PM Wood Beam Lic. # : KW -06006102 Description : Existing GLB wl (N) Loading File = j:12017 Projects117-244 Acura of Seattle RTU Replacement\Calcslacura of seattle.ec6 ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver.6.17.3.17 Licensee : DIBBLE ENGINEERS INC. 8 w 4 1 +D+H I +D+D.6CW+11 1 +6,E0D+DJ6E+6.601. 737 4,84 738 9,76 :223 +D+1+1 1 +D+(,JOE+H 14.69 1'.15 19.6: 0E Nt3rce (:t, 1 +)41'+H 1 +C+;+H 1 +D+0.ISC1+f.751+H 1 +6+0.1501+).505+1 1 +)+D 75(11-D.7i61+04:6N+H 1 +C+).50L+6.JSDS+6.45(14+1 1 0+0.15C1413 ADM S:S6E+11 +6.E0D+6.6fW+11.661 2434 MEIoBER...» -03 -0.5 •0,8 •1,0 ee" +D+H 1 +D+6.6CW+11 +6.E06+6,7DE+0,661. 1 EOnly 237 4.E4 1 4D+t+1 146+5.26E4 I(Cnly 1 h 4nl'l 30 9,76 12.23 14.63 17.15 1961 2208 Diyt3rce (:t; 1+)+l'+H 1+C+;+H I+D+DJScii+C.75(l+H I+D+6,1501+).!SDS+1 1+)+67S0Lt-6.7301+0450'N+H I+C+).'S01+6.JS65+6.45(14+1 1+D+0.7SCL+67S0S+0S:S0E+11+LEDD40.6Clrl+6.661 11011) I 1 CnI), 15011) I;Oily 2454 Physical dam EXISTING UNIT WEIGHT UNIT SIZE 48HD/LD OPERATING WEIGHT (lb) Unit with Economizer Roof Curb COMPRESSOR Qty...Type Oil (oz) 006 REFRIGERANT (Capillary Control) Charge (Ib) CONDENSER COIL Rows Fins/in Total Face Area (sq ft( CONDENSER AIR FAN Nominal Cfm Qty ..Diameter (in ) Motor Hp (1075 Rpm) EVAPORATOR COIL Rows Fins/in Total Face Area (sq ft) EVAP AIR FAN (Direct Drive) T Max Ext Static Press (in wg) Wet Coil and Filters Qty . Size (in Nominal Cfm Motor Ha Motor Rpm (Std) Std Alt Std Alt Low High P 60266 66 R-22 -� 72 Copper Tube, Aluminum Fins 2 139 9 73 Propeller Type, Direct Drive 3800 1 22 1/2 Copper Tube, Aluminum Fins 3 139 5 33 85 (230 v) 11 x 10 10 x 10 2000 1 3/4 1000 1130 81 (208 v) 1 10 x 10 1 11 x 10 2000 3/4 1 890 1050 UNIT SIZE 48H0/LD • • • • 006 HO LD LD FURNACE SECTION Temperature Rise 35°-65° Gas Input (1000 Btuh) 125 Bonnet Capacity (1000 Btuh) 95 5 Burner Orifice Diam (in drill size) Natural Gas 0960 41 Propane and Butane Gas 0595 53 Pilot Orifice Diam On drill size) 017 77 012 — Natural Gas Propane and Butane Gas Thermostat Heat Anticipator Setting 460 V 208/230 V LOW-PRESSURE SWITCH (Suction Line) Cutout (psig) 27 ± 4 Reset (psig) J 67 ± 7 ECONOMIZER AIR INLET !! SCREENS Qty Size (in ) INDOOR AIR FILTERS (Type)t 1 30 1 00 California Seasonal Efficiency 71%' 15°-45° 75 60 0960 41 0595 53 25°-55° 75 60 0960 41 0595 53 017 77 017 77 012 — 012 - 1 30 1 00 71% Qty ..Size (in.)'" 1 32x19x1/2 1 30 1 00 71%• Disposable Fiber Glass 1 16x25x1 1 20x25x1 "The California 71 % seasonal efficiency rating for the 48LD006 with the 1 HP indoor motor is with the 25°-55° rise range, and the 3/4 HP indoor motor is with the 15°-45° rise range The 48HD006 71% rating is at the 35°-65° rise range with either the 3/4 HP or the 1 HP indoor motor fBase unit will also accept field -supplied 2 -in filters $Service factor is 1 25 ""One -in filters are included with unit; field -supplied 2 -in filters may be used Selection procedure (with example) 1 Determine cooling and heating requirements at design conditions. Given: Required Cooling Capacity (TC) 56,000 Btuh Sensible Heat Capacity (SHC) 39,000 Btuh Required Heating Capacity 90,000 Btuh Condenser Entering Air Temperature 95 F Evaporator Entering Air Temperature 80 F edb, 67 F ewb Evaporator Air Quantity 2,000 cfm External Static Pressure (ESP) 0.4 in. wg Electrical Characteristics (V -Ph -Hz) 2.30-1-60 II Select unit based on required cooling capacity. Enter Cooling Capacities table at condenser entering air temperature of 95 F, 2,000 cfm and 67 F ewb. The 48HD/LD006 unit will provide a total cooling capacity of 61,000 Btuh and a sensible heat capacity of 43,000 Btuh. For evaporator air temperature other than 80 F edb, calculate sensible heat capacity correction, as required, using formula in notes following Cooling Capacities table. NOTE: Unit ratings are gross capacities and do not account for fan motor heat. To calculate net capacities see section V. III Select unit to meet required heating capacity. From Heating Capacities table read that unit 48HD006 has output capacity of 98,750 Btuh which is adequate for the given application. IV Determine fan speed and brake horsepower (bhp) requirements at design conditions. Job requirements call for 0 4 in wg ESP. The additional pressure drop of the economizer must be added in. Job ESP + Economizer PD = Total ESP .40 + .05 = .45 ESP Enter Fan Performance table at 2,000 cfm for 48HD006. Read that at low speed (230 v) the ESP of the fan is .50 in wg and .75 bhp. This will adequately handle job requirements. V Determine net cooling capacity. Cooling capacities are gross capacities and do not account for indoor fan motor (IFM) heat. Determine net capacity using the following formula: Net capacity = Gross capacity - IFM heat = 61,000 - .75 bhp (2,545 Btuh/bhp) x 1/motor efficiency = 61,000 - .75 (2,545) (1/.62) = 61,000 - 3,078 Net capacity = 57,922 Btuh Net sensible capacity = 43,000 - 3,078 = 39,922 Btuh F Yo Wdator (3-12.5 Ton Pack? %a�) N524 York Single Package R -410A Air Conditioner NEW UNIT WEIGHT Page: 3 Project Name: BAKER BLDG Unit Model #: ZFO78N12R4B1AAA1A1 Quantity: 1 System: ZFO78N12R4B1AAAIA1 Cooung rerrormance Total gross capacity 81.5 MBH Sensible gross capacity 59.5 MBH Total net capacity 76.1 MBH Sensible net capacity 54.1 MBH Efficiency (at ARI) 11.20 EER Integrated eff. (at ARI) 13.80 IEER Ambient DB temp. 95.0 °F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 58.8 °F Leaving WB temp. 57.1 °F Power input (w/o blower) 6.00 kW Sound power 84 dB(A) Refrigerant Refrigerant type R -410A Gas Heating Performance Entering DB temp. 60 °F Heating output capacity (Max) 96 MBH Supply air 2600 CFM Heating input capacity (Max) 120 MBH Leaving DB temp. 94.2 °F Air temp. rise 34.2 °F SSE 80.0 Stages 2 Supply Air Blower Performance Supply air 2600 CFM Ext. static pressure 0.8 IWG Addl. Unit Losses (Options/Accessories) 0.16 IWG Blower speed 1204 RPM Max BHP of Motor (including service factor) 2.30 HP Duct location Bottom Motor rating 2.00 HP Actual required BHP 1.69 HP Power input 1.57 kW Elevation 0 ft. Drive type BELT Electrical Data Power supply 460-3-60 Unit min circuit ampacity 16.9 Amps Unit max over -current protection 20 Amps Dimensions & Weight Hgt 42 in. Len 89 in. Wth C9 in. Weight with factory installed options C. 1055 lbs.... Clearances Right 12 in. Front 36 in. Back 36 in. T 7') in C2n44nrn r1 in 1 aft '2R in mop i Note: Please refer to the tech guide for listed maximum static pressures AMERICA QUALI 6.5 Ton • York Predator units are manufactured at an ISO 9001 registered facility and each rooftop is completely computer -run tested prior to shipment. Unit Features • Standard Cabinet with Composite Drain Pan • Two Stage Cooling • 120 MBH Input Aluminized Steel, Two Stage Gas Heat • Unit Cabinet Constructed of Powder Painted Steel, Certified At 1000 Hours Salt Spray Test (ASTM B-117 Standards) • Full perimeter base rails with built in rigging capabilities • Reciprocating Compressor • Dry Bulb Low Leak Economizer w/Barometric Relief and Hoods (Bottom or Horizontal End Return Only) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) • 2 HP High Static Belt Drive Blower • Replacement Filters: 4 - (24" x 16"). Unit accepts 2" or 4" wide filters. • Unit Ships with 2" Throwaway Filters with a Standard Filter Rack that will Accept up to 4" Filters • Solid Core Liquid Line Filter Driers • Short Circuit Current: 5kA RMS Symmetrical • Single Point Power Connection • Through -the -Curb and Through -the -Base Utility Connections • Micro -Channel "all -aluminum" condenser coil, Copper tube/aluminum fin evaporator coil • Hinged Access Panels BAS Controller • IntelliSpeed control of the VFD based on stages of cooling. Provides Single Zone VAV Fan Operation as defined by ASHRAE 90.1 section 6.4.3.10. • Simplicity SE Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors Standard Unit Controller: Simplicity Control Board • An Integrated Low -Ambient Control, Anti -Short Cycle Protection, Lead -Lag, Fan On and Fan off Delays, Low Voltage Protection, On -Board Diagnostic and Fault Code Display. Allows all units to operate in the cooling mode down to 0 °F outdoor ambient without • 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 re Warranty • One (1) Year Limited Warranty on the Complete Unit • Five (5) Year Warranty - Compressors and Electric Heater Elements • Ten (10) Year Limited Warranty - Aluminized Steel Heat Exchanger Unitary Sales Tool v1.5.9.0 Information is subject to change without notice. Check local codes. Printed 12/27/2016 July 27, 2017 City of Tukwila Department of Community Development MIRANDA MENDEZ 5108 D ST NW AUBURN, WA 98001 RE: Correction Letter # 1 MECHANICAL Permit Application Number M 17-0099 ACURA/FIAT OF SEATTLE - 301 BAKER BLVD Dear MIRANDA MENDEZ, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Plan notes specify 2012 Seattle codes. Revised plan code notes to specify compliance with 2015 International Codes and 2015 Washington State Energy Codes (WSEC). Commissioning and other code references shall be revised to show complying with current 2015 WSEC. 2. Dibble Engineers report indicated they could not completely verify a portion of the beam measurements. The report recommended "The contractor should confirm the beam dimensions prior to performing the RTU replacement, and contact DEI for additional review if they are under the dimensions specified." Provide a note on the plan with that quoted information. Contractor shall provide documentation signed by the contractor to the building official (inspector) the inspection was done to verify beam condition or provide access for inspection by the building official. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. M17-0099 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: M17-0099 DATE: 08/14/17 PROJECT NAME: ACURA/FIAT OF SEATTLE SITE ADDRESS: 301 BAKER BLVD Original Plan Submittal X . Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Atoc Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 08/15/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 09/12/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0099 DATE: 07/10/17. PROJECT NAME: ACURA/FIAT OF SEATTLE SITE ADDRESS: 301 BAKER BLVD X Original Plan Submittal Revision # Response to Correction Letter # Revision # before Permit Issued after Permit Issued DEPARTMENTS: CCWr2"4� 7 Building Division NJ Public Works ❑ AM MII41 Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 07/11/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 08/08/17 El Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only n CORRECTION LETTER MAILED: 41I2'1 I Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: ' 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hup://www.TukwilaWA.gnv REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I vl 1 1 Plan Check/Permit Number: M17-0099 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: ACURAIFIAT OF SEATTLE Project Address: 301 BAKER BLVD Contact Person: U tAt if r,(O . kke, Phone Number: 253 g1-2. 5lQ U5 Summary of Revision: cv"r< ion respoyl C nre- Chi c 5 WAC -11 eiLYVI ro e rhe pVi n RECFIVED CITY OF TUKWI LA AUG 0 9 2017 PERMIT CENTER Sheet Number(s): N 100 KA 001 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: per Entered in TRAKiT on C:\UserslRachcllc-R\Deskiop\Rcvision Submittal Form - 1316-0305,doe te/- EMERALD AIRE INC Hoene Espanol Contact Search L&I Page 1 of 2 A -Z Index Help My 1.&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of Labor & Industries EMERALD AIRE INC Owner or tradesperson Principals HAPPE, DOUGLAS A, PRESIDENT RIDGE, JOHN PATRICK, VICE PRESIDENT RICHARDS, RON, SECRETARY (End: 06/01/2000) DUPUIS-FRICKE, LINDA, PRESIDENT (End: 12/31/1999) HAPPE, DOUGLAS A, PRESIDENT (End: 12/31/1999) TREMAINE, DAVIS WRIGHT, AGENT (End: 12/31/1999) Doing business as EMERALD AIRE INC WA UBI No. 600 591 552 5108 D STREET NW AUBURN, WA 98001 253-872-5665 KING County Business type Corporation Governing persons DOUG HAPPE JOHN RIDGE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. EMERAAI055BL Effective — expiration 01/13/1995— 04/01/2019 Bond Merchants Bonding Co (Mutual) Bond account no. WA100080 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 12/29/2016 01/01/2017 Expiration date Until Canceled Bond history Insurance Liberty Mutual Ins Co $1,000,000.00 Policy no. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600591552&LIC=EMERAAI055BL&SAW= 8/16/2017 EMERALD AIRE INC BKA1656964577 Received by L&I Effective date 11/18/2016 12/01/2015 Expiration date 12/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 491,003-00 Doing business as EMERALD AIRE Estimated workers reported Quarter 2 of Year 2017 "Greater than 100 Workers" L&I account contact T3 / NATHAN KOZAK (360)902-6243 - Email: KOZN235@Ini.wa.gov 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 Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 06/26/2015 Inspection no. 317936315 Location 127 Broadway E Seattle, WA 98102 Inspection results date 12/1112013 Inspection no. 316906841 Location 1265 Republican St Seattle, WA 98109 Violations No violations Page 2 of 2 ti 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=600591552&LIC=EMERAAI055BL&SAW= 8/16/2017 ACURA OF SEATTLE TUKWILA GENERAL INFORMATION GENERAL MECHANICAL: VICINITY MAP: SEC & COMMISSIONING NOTES: HVAC LEGEND & ABBREVIATIONS: PROPERTY TAX NO.: 022310-0075 LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK # 2 POR N OF LN PLW & 459 FT S OF S MGN OF BAKER BLVD LESS ST PLAT BLOCK: PLAT LOT: 7 PROJECT LOCATION: 301 BAKER BLVD TUKWILA, WA 98188 PROJECT DESCRIPTION: REPLACE EXISTING ROOF TOP UNIT WITH "LIKE FOR LIKE", 6.5 TON ROOF TOP UNIT. STANDARDS: EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ARL, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE, MFPA, OTHER APPLICABLE AGENCIES AND AHJ AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY C❑DES, ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND ORDINANCES, IN CASE OF CONFLICT BETWEEN THE DRAWINGS/SPECIFICATIONS AND THE CODES AND ORDINANCE, THE MOST STRICT STANDARD (IN THE OPINION OF THE ENGINEER) SHALL APPLY, THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS & REQUIREMENTS OF THE T T II U T A M M STA DARD, APPLICABLE CODES! 2015 S aTIO BUILDING CODE 2015 SEE MECHANICAL CODE 2015 S ATTL ENERGY COD et, el, Pot GENERAL CONTRA i r_• COMBINATION FIRE/SMOKE DAMPERS, RE AND/OR Westfield Sotithcenter t 101 Betc+ear Boulevard SOUTHCENTER 181 Orillia nth" � • j ci t THERMOSTATS SHALL BE INTERLOCKED TO PREVENT SIMULTANEOUS HEATING AND CO❑LING ECONOMIZERS SHALL MODULATE OUTSIDE AIR FROM MINIMUM TO 100% ECONOMIZER CONTROLS SHALL BE CAPABLE OF EVALUATING OUTDOOR AIR COOLING CAPACITY INSULATE REFRIGERANT PIPING PER SEC SEAL & INSULATE DUCTWORK COMMISSIONING PER SEC INCLUDING COMMISSIONING PLAN, SYSTEMS BALANCING, FUNCTIONAL TESTING, CONTROLS TESTING, OPERATION AND MAINTENANCE MANUALS, AND RECORD DRAWINGS, SHALL BE SUBMITTED TO OWNER ON PROJECT COMPLETION. INSTALL ALL THERMOSTATS AT 48' AFF ALL ENVIRONMENTAL EXHAUST SHALL TERMINATE PER SMC 501.3.1.3 TYPE I AND TYPE II EXHAUST TO TERMINATE PER 506. 3. 13. 3 & 506. 4. 2 MOTOR I XED DAMPERS TO BE CLASS 1A PER SEC C402.4.5.2 HVAC CONTRACTOR: EMERALD AIRE INC 5108 D STREET AUBURN, WA 98001 PROJECT MANAGER: CONTACT: EMERALD AIRE, INC. V❑ I CEl (253) 872-5665 FAX: (253) 872-5797 MFR MODEL ROOF TOP PACKAGED HEAT PUMP UNITS LOCATION COOLING HEATING ELECTRICAL MBH SEER (EER) MBH HSPF (COP) V/PH MCA MOCP LWA (SNS) WT NOTES RTUI YORK ZFO78N12R4B1AAA1A1 ROOF 76.1 11.2 96 460/3 16.9 20 80 1055 NOIL 4' SEPARATE PERMIT REQUIRED FOR: 0 Mechanical C9liectrical FE/C�)umbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shaft be made to the scope of work without prior approval of I Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 FILE COPY rmit No, %, n- OT Pian review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted,, or finance. of approved Field Copy and conditions is ackn Bacm\Aud Date: City of Tukwila BUILDING DIVISION 0 n GRD IDENTIFIER a SIDE WALL GRILL 0 SUPPLY GRILLE 11 THERMAFUSER ® RETURN AIR GRILLE EXHAUST GRILLE RI EXHAUST FAN ® EQUIPMENT TAG O T -STAT CO/NO2 SENSOR OCCUPANCY SENSOR L/V WIRE DUCT RUN 65 ELBOW - -- 033 REDUCER till SIDE TAPS tic 11 t:►�:■ 90 ELBOW W/ TURNING VANES nnm�` NO FLEXIBLE DUCT MANUAL DAMPER F pl.,FIRE DAMPER HP HP HTG HTR ID IN KW LAT LBS. LWT MA MAX MBH MIN MS NC NTS OA OBD OC OD PH PSI QTY R/A REF RET RH RLD RPM S/A SEER SH SOV SP TEMP UC V VAV VD VEL w w/ WB W/0 sa SMOKE DAMPER 73 SMOKE/FIRE DAMPER atr MOTORIZED DAMPER BACKDRAFT DAMPER tPn VARIABLE VOLUME/TEMPERATURE aw aw HEAT PUMP HORSEPOWER HEATING HEATER INSIDE DIAMETER INCHES KILOWATT LEAVING AIR TEMPERATURE POUNDS LEAVING WATER TEMPERATURE MIXED AIR MAXIMUM THOUSAND BTU'S PER HOUR MINIMUM MOTOR STARTER NOISE CRITERIA NOT TO SCALE OUTSIDE AIR OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIAMETER PHASE POUNDS PER SQUARE INCH QUANTITY RETURN AIR REFRIGERANT RETURN RELATIVE HUMIDITY RELIEF DAMPER REVOLUTIONS PER MINUTE SUPPLY AIR SEASONAL ENERGY EFFICIENCY RATING SENSIBLE HEAT SHUT OFF VALVE STATIC PRESSURE TEMPERATURE UNDERCUT DOOR VOLT VARIABLE AIR VOLUME VOLUME DAMPER (HAND OPERATOR) VELOCITY WATT WITH WET BULB WITHOUT REVIEWED FOR CODE COMPLIANCE APPROVED AUG 152017 )-T uXe. Ci€V of Tukwila BUILDING DIVISION .o ; RECEIV CITY OF TU AUG 092 PERMIT CEN CORRECTION LTR# 202011 D WILA 17 ER HVAC COVERSHEET SCALE: AS -NOTED M000 ACURA OF SEATTLE SITE PLAN PROPERTY NOISE CRITERIA: INDUSTRIAL TO INDUSTRIAL, MAX 70 DBA AT PROPERTY LINE "#46' TO CLOSEST PROPERTYLINE, ADJACENT STREET PROVIDES 30 DBA SOUND REDUCTION FOR A MAXIMUM OF 82 DBA UNIT CHANGE OUT EXISTING UNIT Ak• 810 LBS, NEW UNIT 1055 LBS UNIT LOCATION, SEE STRUCTUL PLANS FOR DETAILS CURRENT UNIT IS 4-3 FT TALL, NEW UNIT IS ONLY 3.5 FT TALL CURRENT UNIT HAS LWA OF 85 DBA NEW UNIT HAS LWA OF - 80 DBA Roof hatch .zo 2dg • REVIEWED FOR CODE COMPLIANCE APPROVED AUG 152017 City of Tukwila BUILDING DIVISION EXISTING BUILDING NOT TO SCALE fr'L7%.00g9 PROJECT NORTH RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER 0, z 0 DESCRIPTION PLOT DATE ® DESIGN DEVELOPMENT DRAWING DATE 0 COORDINATION DATE PERMIT DATE ■ CONSTRUCTION DATE 5/16/17 AS BUILT DATE a) 00 00 1-1 -c3 co > a3 co ©eano gym._ 1-1 V 0 < M H 1= DRAWN BY: SCALE: AS -NOTED M002