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HomeMy WebLinkAboutPermit M19-0073 - OFFICE DEPOT - HVAC UNITS REPLACEMENTOFFICE DEPOT 300 ANDOVER PARK W 400 M19-0073 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 MECHANICAL PERMIT 2623049001 300 ANDOVER PARK W 400 Project Name: OFFICE DEPOT Permit Number: M19-0073 Issue Date: 6/26/2019 Permit Expires On: 12/23/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: SEGALE PROPERTIES LLC PO BOX 88028 , TUKWILA, WA, 98138 JOHN WARE 7509 GRANGE ST W , LAKEWOOD, WA, 98499 FIVE STAR MECHANICAL Address: 109 WASHINGTON BLVD, SUITE B , ALGONA, WA, 98001 License No: FIVESM*010JT Lender: Name: Address: Phone: (206) 786-8278 Phone: (253) 852-8284 Expiration Date: 5/1/2020 DESCRIPTION OF WORK: REPLACE FOUR 7.5 TON HVAC UNITS WITH 7.5 HVAC UNITS, REUSE, Valuation of Work: $25,000.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $546.56 Electrical Service Provided by: PUGET 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: 2017 2017 2017 2015 Fa�1 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: Print Name: 1."- Date:6-)- co4 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: 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. 5: 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). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 12: 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) 13: 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) 14: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 15: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 16: All new fire alarm systems ormodifications kzexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nnwork shall commence until ofire department permit has been obtained, (City Ordinance #Z437)(IF[9Ol2) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #Z437) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition nrviolation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(ZO6)575-44O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438-9350 1400 FIRE FINAL 0703 [NE[M EOU|PEFF 1800 MECHANICAL FINAL 0705 REFRIGERATION EQUIP 0701 ROUGH'|NK8E[HAN|[AL 0702 SMOKE DETECTOR TEST CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.cLtukwila.wa.us Mechanical Permit No. M 0" Do 7.3 Project No. (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** I- l-lg -kP SITE LOCATION King Co Assessor's Tax No.: Site Address: 300 Andover Parkway W Tenant Name: Office Depot/Matteress Firm Suite Number: 400 Property Owners Name: Segale Properties LLC Mailing Address: P.O. Box 88028 Tukwila City Floor: 1 New Tenant: ❑ Yes O..No WA 98188 State Zip CONTACT PERSON — who do we contact when your pe s ready to be issued Name:John Ware Mailing Address: 7509 Grange St W E-Mail Address: lohnw@fivestarmech.com Day Telephone: (206) 786-8276 Lakewood WA City State Fax Number: (253) 852-8285 98499 Zip MECHANICAL CONTRACTOR INFORMATION Company Name: Five Star Mechanical Mailing Address: 7509 Grange ST W Lakewood Contact Person: Bud Ware E-Mail Address: johnw@fivestarmech.com Contractor Registration Number: FIVESM*010JT WA 98499 City State Day Telephone: (206) 786-8278 Fax Number: (253) 852-8285 Zip Expiration Date: 04/30/2019 ARCHITECT OF RECORD — All plans must be stamped by architect of record Company Name: Mailing Address: State Zip Contact Person: E-Mail Address: City Day Telephone: Fax Number: ENGINEER OF RECORD — All plans must be stamped by engineer of record Company Name: PCS Structural Solutions Mailing Address: 1250 Pacific AVE Tacoma Contact Person: Dan Tappel E-Mail Address: WA 98402 City State Zip Day Telephone: (253) 383-2797 Fax Number: H:\Applications\Fe+ms-Applications On Line\2010 Applies tians\7.2010 - Mechanical Permit Appl Revised: 7-2010 bh tion.doe Page t of 2 Valuation of project (contractor's bid price): $ 25,0000 Scope of work (please provide detailed information): Replace four 7.5 ton hvac units with 7.5 HVAC units, reuse existing ductwork and curbs. Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement 1 Fuel Type: Electric ❑ Gas ® Other: Indicate type of mechanical work being installed and the quant'ty below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler/Compressor Qty furnace <100k btu air handling unit >10,000 cfm 4 fire damper 0-3 hp/100,000 btu furnace > 100k btu evaporator cooler diffuser 3-15 hp/500,000 btu floor furnace ventilation fan connected to single duct thermostat 15-30 hp/1,000,000 btu suspended/wall/floor mounted heater ventilation system wood/gas stove 30-50 hp/1,750,000 btu appliance vent hood and duct emergency generator 50+ hp/1,750,000 btu repair or addition to heat/refrig/cooling system Incinerator — domestic other mechanical equipment air handling unit <10,000 cfm incinerator — comm/ind 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 8 * , F ' OR Signatur Print Name: John Ware Date: 04/26/2019 Day Telephone: (206) 786-8278 Mailing Address: 7509 Grange ST W Lakewood WA 98499 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: t•t\App€icationsWorms-Applications On Line12010 Applications\7-2010 - Mechanical Permit App€ication doc Revised: 7.2010 bh Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $546.56 M19-0073 Address: 00 ANDOVER PARK W 400 Apn: 2623049001 $546.56 Credit Card Fee $15.92 Credit Card Fee R000.369.908.00.00 0.00 $15.92 MECHANICAL $510.23 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $375.03 PLAN CHECK FEE R000.322,102.00.00 0.00 $102,05 TECHNOLOGY FEE $20.41 TECHNOLOGY FEE R000.322.900.04.00 0.00 $20.41 TOTAL FEES PAID BY RECEIPT: R17554 $546.56 Date Paid: Wednesday, May 01, 2019 Paid By: JOHN WARE Pay Method: CREDIT CARD 006434 Printed: Wednesday, May 01, 2019 1:57 PM 1 of 1 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 05/01/2019 01:57:05 PM CREDIT CARD SALE VISA CARD NUMBER: **********8994 K TRAN AMOUNT: $546.56 APPROVAL CD: 006434 RECORD #: 000 CLERK ID: kandace {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- Permit Inspection Request Line (206) 438-9350 Proje+ t: f P/C ( PPPo Type of Inspection_ Address: ex) ,74J YeR ow mi. Date Called: Special Instructions: - 0 Date Wanted: a.m. Requester: ..ti_i._ ...)&44-A) i/J14WZ4 _ / 3 w/.%j+ " Phone N o: a "" o 7 Approved per applicable codes. Corrections required prior to approval. 4OMMENTS: 4L F O*L' REINSP ION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. REVISIONS No changes snail be made to the SCOO@ Of work wltnOut prior approval of the '< Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may Include additional plan review. • FIL COPY Permit No, f ct- Oa73 Plan review approval is sublet, to errors ano omissions Approval of construction documents deft 101 aulhMlze the violation of any adopted code cr Jrdinance Receipt of approved Field Copy and conditions I acknowtedgeO: By. IA -- Date: (i -)-6 City of Tukwila BUILDING DIVISION a RECEIVED CITY OF TUKWi1LA �AAY 01 2019 PERMIT CENTER z_ IReroof wA stem SEGALE RETAIL CENTER SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Er Plumbing tlO Gas Piping City of Tukwila BUILDING DIVISION SEGALE PROPERTIES NATURAL v.ouace, REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2019aft City of Tukwila BUILDING DIVISION i Date n1oz/2o1e Project Name MATTRESS rms-SsGxLEwsTA/L-eEV-, Project Number wwo1151901'ncv-1 Client /Purchaser FIVE STAR msoH-JoHwWARE � Submittal Summary Page Model # Description 4 DIRECT znm08s4a3AA2el13A2 7.oTon, Two Stage Cooling, York Direct Fit Single Packaged F- REpL-- 41VAAir Conditioner, 11.0EER.18OKxBHTwo Stage Input Medium FACTORY Heat Aluminized mam. Gas Heat, 460-3'e0 oLD'5VVKS ^ Factory installed VFD'|nte||iSpeeu ` Factory installed Dry Bulb Economizer (oovvnf|ovvonly) (with Barometric Relief) with Economizer Fault Detection &Diagnostic (Kxeeta/\8HrAs 90.1'2013. |soo 201e. California Title 24. /\xxCA 511) ^ Medium Static Belt Drive Blower ^ Smart Equipment Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. ^ Factory installed Return Air Smoke Detector ^m1innonhanne|All Aluminum Condenser Coil, Copper tube/Aluminum fin Evaporator Coil ^ Hinged Cabinet Doors 4 2PM04700224 Phase Monitor Kit nsCs/vso CITY OFTUwvv/Lx MAY 01 2019 PERMIT CENTER FOR CODE COMPLIANCE 1. APPROVED City of TukvAla BUILDING DIVISION Equipment start-up and commissioning by a factory trained technician is recommended. Contact your supplying distributor or sales representative for additional information & guidance. LvwAnw/woCancer and Reproductive Harm °°n°pssWarmnos.ua.mm Unitary Sales Tool �1.5.9,0 Information is subject to change without notice. Check local codes. Printed 01/22/2019 M \0� D0`70"60 IYORK® Direct Fit (3-12.5 Ton Package) L526 Single Package R-410A Air Conditioner Page: 3 Project Name: MATTRESS FIRM-SEGALE RETAIL-REV-1 Unit Model #: ZXGO8E4B3AA2B113A2 Quantity: 4 Tag #: DIRECT REPL--- FACTORY BLD-5 WKS System: ZXGO8E4B3AA2B113A2 (4) Cooling Performance Total gross capacity 94.9 MBH Sensible gross capacity 67.4 MBH Efficiency (at ARI) 11.00 EER Integrated eff. (at ARI) 13.40 IEER Ambient DB temp. 95.0 °F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 59.2 °F Leaving WB temp. 57.0 °F Power input (w/o blower) 6.63 kW Sound power 84 dB(A) Refrigerant Refrigerant type R-410A Sys1 4 Ibs 8 oz Sys2 4 lbs 12 oz • Gas Heating Performance Entering DB temp. 60 °F Heating output capacity (Max) 144 MBH Supply air 3000 CFM Heating input capacity (Max) 180 MBH Leaving DB temp. 104.4 °F Air temp. rise 44.4 °F SSE 80.0 % Stages 2 Supply Air Blower Performance Supply air 3000 CFM Ext. static pressure 0.6 IWG Addl. Unit Losses (Options/Accessories) 0.17 IWG Blower speed 815 RPM Max BHP of Motor (including service factor) 2.90 HP Duct location Bottom Motor rating 2.90 HP Actual required BHP 1.56 HP Power input 1.44 kW Elevation 0 ft. Drive type BELT Electrical Data Power supply 460-3-60 Unit min circuit ampacity 20.4 Amps Unit min over -current protection 25 Amps Unit max over -current protection 25 Amps Dimensions & Weight Hgt 41 in. Len 87 in. Wth 62 in. Weight with factory installed options 963 bs. Clearances Right 18 in. Front 48 in. Back 36 in. Top 72 in. Bottom 1 in. Left 12 in. Note: Please refer to the tech guide for listed maximum static pressures crow GERGIFI* €?b; 7.5 Ton • All units are manufactured at an ISO 9001 registered facility and each rooftop is completely computer -run tested prior to shipment. Unit Features • Two Stage Cooling • 180 MBH Two Stage Input Medium Heat Aluminized Gas • Full perimeter base rails with built in rigging capabilities • Either supply and/or return can be field converted from vertical to horizontal configuration without cutting panels. • Unit Cabinet Constructed of Powder Painted Steel, Certified At 750 Hours Salt Spray Test (ASTM B-117 Standards) • Scroll Compressors • Dry Bulb Economizer (Downflow only) (with Barometric Relief) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) • Medium Static Belt Drive Blower • Solid Core Liquid Line Filter Driers • Unit Ships with 2" Throwaway Filters • Replacement Filters: 4 - (16" x 20"). Unit accepts 2" or 4" wide filters. • Short Circuit Current: 5kA RMS Symmetrical • Single Point Power Connection • Microchannel All Aluminum Condenser Coil, Copper tube/Aluminum fin Evaporator Coil BAS Controller Smart Equipment Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. Standard Unit Controller: Smart Equipment Control Board • 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. • 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. Warranty • One (1) Year Limited Warranty on the Complete Unit • Five (5) Year Warranty - Compressors • Ten (10) Year Warranty - Aluminized Steel Tubular Heat Exchangers Unitary Sales Tool v1.5.9.0 Information is subject to change without notice. Check local codes. Printed 01/22/2019 Direct Fit (3-12.5 Ton Page:4 a PORK® Package) L526 Single Package R-410A Air Conditioner Project Name: MATTRESS FIRM-SEGALE RETAIL-REV-1 Unit Model #: ZXGO8E4B3AA2B113A2 Quantity: 4 Tag #: DIRECT REPL--- System: ZXGO8E4B3AA2B113A2 (4) FACTORY BLD-5 WKS Factory Installed Options ZXGO8E4B3AA2B113A2 Equipment Options Option(s) Selected Product Category: Heat Type: Nominal Cooling Capacity: Heat Size: Voltage: Airflow: Airflow Options: Coil Options: Controls: Sensor Options: Economizer / Damper: Convenience Outlet: Electrical Options: Cabinet Options: Special Options: Product Generation: Field Installed York Direct Fit Single Packaged R-410A Air Conditioner Gas Heat 7.5 Ton Two Stage Cooling 11.0 EER 180 MBH Two Stage Input Medium Heat Aluminized Gas 460-3-60 Medium Static Belt Drive Blower VFD IntelliSpeed Microchannel All Aluminum Condenser Coil, Copper tube/Aluminum fin Evaporator Coil Smart Equipment Controller including Discharge Air, Return Air, and Outdoor Air Temperature Sensors. Return Air Smoke Detector Dry Bulb Economizer (Downflow only) (with Barometric Relief) with Economizer Fault Detection & Diagnostic (Meets ASHRAE 90.1-2013, IECC 2015, California Title 24, AMCA 511) Hinged Cabinet Doors ZX G 08 E 4 B 3 A A 2 B 1 1 3 A 2 Accessories 2PM04700224 - Phase Monitor Kit (1.0 lbs) Unitary Sales Tool v1.5.9.0 Information is subject to change hout notice. Check local codes. Printed 01/22/2019 11YORK® Direct Fit Single (3.12.5 Ton Package] Package R•410A Air Conditioner L526 Page: 5 Project Name: MATTRESS FIRM•SEGALE RETAIL•REV•1 Unit Model #: ZXGO8E4B3AA2B113A2 Quantity: 4 Tag #: DIRECT REPL•••FACTORY BLD•5 System: ZXGOBE4B3AA2B113A2 (4) WKS Consolidated Drawing 2 3 4 S 6 1 8 9 10 II 12 13 II I5 16 N01BS: N B 22l4iICBSI r CENTER Of 6R1VI19. (ago (9928 ow I POINT nunRnunLoLonNisi81 IB9SN oil)I! I. f 8 OUTDOORrows 526 OILS. I I64s8 ohlil X i 1 1 6 C 0 2, W IGHiS SHOWN APS FOR COOLING ONLI 66013. COMMBNOBD MIN. CLEARANCES: 6 2lA 829 1P6 11 4S 111131 ; 35.3 1996.61 229 IRO N1 IIIR,81 I6J 183.11 alW 3. N IGHT 515E: 16 64500 1112150 0060660616 56406: 24 06000 l8 iN 9911359.61 46.111161 1 11,219191 1 213.91911 241,0111,11 nil 18V.11 122.1869.18 11-1 SIDE: 12 63000 WIPIGIA4: IB 14500 B0111: 48 112001 BAR: 18 14500 WIECON0M122RIP0W6R 2MNAUST: 36 09001 4. R 0P: 12118001 01104: 1 1251 110V50. - 81.8 12211.41 3 5. f R SMALLER SERVICE AND OPBRA1IO6AL (LBARANCES - 8 515(0NNBC1 SW1iCH 0P110NAU ( 6. D 111AC1 YOUR APPLICATION BNG1NE6RING 58PAR1MBNI. 3.49 WNfLOW DUCTS DRSIGNN9 TO BB AT1A01.100 TO A(CBSSOR1 186,31A 11.00 1355.61 IS S159 SUPPLY, 11 R001 IS CP085 H 1, REMOVED. 8. MMINN 755IOWBSi CURB ONLY. If UNIT MOUNTED B0C0MMBNDBO 1NA1 1HE DOAPB SUPPORT, BY BRA(BS, AS 50NB ON ACCESSORY ROOF CURBS. (0115BNSA110N TRAP N61GN15HA5l BE 1.5 7195S 1156ATIVE STATIC. - % ' /9"'' 40.16 11919.91 2.33 159.31 BLOWER ACCESS 4.23 9. GIM9NSIONS 19. 0P110NA1 SKIN. . 10P 3I 0 AB-]' IN MILLIMBIBRS OR NIIOGRAMS. COIL GUARDS, GAS 66A1, DISCON,NB(1 SW01CH 29,15 PANEL BMBOS2MBNiS NOT SHOWN f0R DIMENSION (LABHTI, 1130.31 rDRAIN tiiG (����:h �S°1w � v:6 CONTROL; CONPRBSSOR ' ACCESS 1191.31 1 R. HEAT G 6NCHANG6R IS TIPICA1 0f HIGH GAS BBC OPTION. 5.22 1132.61 21.90 SUPPLY 1 1556.11 ---N( 61.69 11566.90 II.L c9.48 . 1240.1E G �G Ijp \ k ENNAUS7 RUB 4. DIRECTION Of AIRFLOW �ryll��(r((\ 1 /lalli���l� 018 .20 As 1NLBT (B1V1BR 0f GRAVITY 2.03 0320,11 +-36,38 0923.91 RETURN rf 33,94 33.94 ,;1pi W 064.3 d.16 6.5 116.11 0 -15.2630� C IDLEPOWER 0151891 0191 '�ro, 0118.31 B 8.19 02981 - 12.63 0329.11 SBEVIBWA BNTRl 106 30140LS 0500 1 B 38.05 0966.51 01250 �034.90 _ I-- 28.38 - - - 1129.11 II(IBR KCBS'S ® - - SUPPLY a a - - _ 16891 OG 185.30 1 ; B(ONOMIIE 400E _ 13.88 (OPTIONAL 1352,41 - = C. �G 0 5,90 11211 411661AI5 6.19 5. C' C0ND6NSATB DRAIN 1151.11 00 10 NIa' RIGHLAIR HAIL LELE L-CONVBNIBC 912W A OUI1.2T SCAIB 0.200 GUARD 109110NAL1 102110NA0I 882 D1iB or UNION RBfONO BC XD DR 1X RNG 1111N 1161X p&�121r sIm11o Pg2f8Ill4us1reap 1iR1 1u91o1112W09AMP1 Io122121I0 0 0 3re116ro 6I6s pH C9' 3' 3 X9r DRAWING 21313 RGG BC DN 1E100M111N XI 1110 MS111MW11M11111191915101 Alai 20111 1111116 6994589 110-2179' ll'PWd10'PI 81111111 8 1?-03-1i RBVIS6 C1BABANCBS IN01R 31, RB013 BN101 DINS [RN VIP 4 31p8 6661P3 416 1alncnunas11u1naeRuln SUBM1111AL DWG, CDR, 4Pl N01 0L1UAMLB 10-26-15 CORRBCIBO 1 P3lH1 CNN [OH 1011, CORRBCIBD CORNER Olt OVI ON PRINTS In IR Ill ODf, 40.5. CAB NV LPN N01 APPLICABLE NO 2PnRl961G1: i.1 SIB O 08.22-1810UBD 0111 FOR 1I161011 UNIT 4 RBNOVBD OBS DAI4 61031 own pug n u u 62N l4IIN 01.S.Il IG ru(l 9Bf1111: :.ol NIIIIIre 81a1: =.119 01 30HNSON CONTROLS Nw 10. u5T 5822-�oo(�sn RP 18s o.r8n8O ni411 IN , 'GM' i 01n19R1All I111G110 ON114ir PN000CIS 6RO P '91I11w, 621180.100 DCCI1111111111 hORN1N, Oil 13969 311101011 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 Unitary Sales To v1.5.9.0 Information is subiecl to charge wilhoul rrol'Ne. Check local codes. Printed 0112212019 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CE3F06AD233F5 al PCS Seattle Tacoma Portland Structural Solutions 1011 Western Avenue, Suite 810ISeatt/e. WA 98104 206.292,5076 1250 Pacific Aver...le, Suite 701 I Tacoma, WA 98402 253.333.2797 101 SW Main Street. Suite 280 Portland, OR 97204 503.232.3746 www.pcs-structural.com r 11 I STRUCTURAL CALCULATIONS FOR SE&ALE RETAIL CENTER RTU 500 ANI,EVOR PARK !NEST TUKINI LA , INASH INGTON PREPARED 15Y F'CS STRUCTURAL .54::,LUTION.5 AUGUST 1, 2015 1E3-664 RECEIVED CITY OF TUKWILA MAY 0 1 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2019 City of Tukwila BUILDING DIVISION rn 14 0073 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 PCS Project: Job Na 2 Subject: Sheet Name rl Structural Solutions Originating Office: fIJ Seattle J Tacoma D Portland Date' OIQ v1; 0.41 171P Seattle Tacoma Portland IPID '-repv\tc. Qt. te 0,c. aw ) r2-0 1011 Western Avenue, Suite 10 • Seattle, WA 98104 - tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 - Portland, OR 97204 • tel: 503.232.3746 REVIEWED FOR CODE COMPLIANCE APPROVED t MAY 22 2019 City of Tukwila BUILDING DIVISION www.pcs-structural.com PARCRR NO Ot2RDO RN; NOV NKR. 6%4 NOVO °E° EkSIORONCO ROSTER` NERR:DOCRNO NRN RIOD RNilatON SiENENSRHOTPSRat-PIR ROOR NE4RRNE ORO VSTERR 60 NO TIRO SIVOL EAR NERSANE IN:COMICALLY 41INCRIED OVER EN,SNNR ROOF MIEN. o: XIS RHO ONIALIOR., RoNNR: HO (OR NV WAN ROORION4 CUSS RA' CLOSSIFICATiON TOPE NAiNINNED ORO MERIONARE INMIRATION. 0;f. ft ft VICINITY MAP 0 0_ o < W Doceagelope ID: DC113614-290E-4C81-B76B-CBFO6AD233F5 ATC Hazards by Location At, This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. L1TC Hazards by Location Search Information Address: 300 Andover Park W #500, Tukwila, WA 98188 Coordinates: 47.4544191, -122.25298950000001 Timestamp: 2018-08-06T18:20:19.379Z Hazard Type: Wind Map Results •vo 0 0.. is Olympir N,Momil 29 ft Se Tacoma (Thort'`.1t) Go gle Text Results ASCE 7-16 VV,iotcheo Ndhantil F ore.51 ASHINGTOI • t vat•ra 4 Spokane N. Map data ©2018 Google MRI 10-Year 68 mph MRI 25-Year MRI 50-Year MRI 100-Year Risk Category 1 Risk Category II Risk Category III Risk Category IV ASCE 7-10 MRI 10-Year MRI 25-Year MRI 50-Year MRI 100-Year Risk Category I Risk Category II REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2019 City of Tukwila BUILDING DIVISION 74 mph 78 mph 83 mph 92 mph 98 mph 105 mph 109 mph 72 mph 79 mph 85 mph 91 mph 100 mph 110 mph https://hazards.atcouncilorg/#/wind?lat=47.45441918iIng=-122.25298950000001aaddress=300%20AndoverV20Park%20W%20%23500%2C%20Tuk... 1/2 Docatagiz Envelope ID: DC113614-290E-4C81-876B-CBFO6AD233F5 ATC Hazards by Location This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. LITC Hazards by Location Search Information Address: 300 Andover Park W #500, Tukwila, WA 98188 Coordinates: 47.4544191, -122.25298950000001 Timestamp: 2018-08-08T18:20:44.6292 Hazard Type: Seismic Reference Document: ASCE7-10 Risk Category:11 Site Class: Report Title: Segale RTU Map Results 01)mua- tiatalas, P 11.3 Oivnto 3,4 At K111.1' 1-03,"33 Go g le MCER Horizontal Response Spectrum Sa(g) 1.40 1.20 1.00 0.80 0.60 0.40 0.20 0.00 0 0 3.111,113 ketfinued Seattle Kent 0 Tacoma Text Results Ok•1 1,3 • /111013.31113. I • N.e "133' Ftne,t • t. • 3e• Went. -5--. 1. 4 Jilap • 33031031 & MAP 031131 Design Horizontal Response Spectrum Sa(g) 0.80 0.60 0.40 0.20 0.00 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 0 0 Basic Parameters Name Value Description Ss 1.448 MCER ground motion (period=0.2s) Si 0.539 MCER ground motion (perlod=.1.0s) SmS 1.448 Site-modlfied spectral acceleration value Sim 0.809 Site -modified spectral acceleration value SDS 0.966 Numeric seismic design value at 0.2s SA SDI 0.539 Numeric seismic design value at 1.0s SA Additional Information Name Value Description 1.0 2.0 3.0 4.0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2019 City of Tukwila BUILDING DIVISION 5 https://hazards.atcounciLorg/Nseismic?lat=47.4544191&1ng=-122.25298950000001&address=300%20Andover%20Park%20W°1020%23500%2C%20... 1/2 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBFO6AD233F5 Project: � Job No: Subject: Sheet Name• n L Originating Office: El Seattle ❑ Tacoma ❑ Portland Date. Structural Solutions Seattle Tacoma Portland '1..1tG tr]c L3-') isx lSnt 1LAI_1 cn,-1rr - tsl6trT r5 1bS - •l- U.tus3 ""D"- k ` el` (!: 117-rsAt_ N.ke1Fr - r Al ,ir. �® Vl - \TS A ssst it-r.,yr ., 1.-n E141 -0-t T gut s V irVID 11--1c>-as1/4 1S 1011 Westem Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 f11441-1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2019 City of Tukwila BUILDING DIVISION www. pcs-structural.com 6 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBFO6AD233F5 1411 Structura Seattle Tacoma Portland (.C-4 7 Project: Job No• Subject: Sheet Name. r7 Solutions Originating Office: Seattle J Tacoma El Portland Date. 0.4 5.g. \-1 C2-4. .1(06.) C 3) i• .1.14Le.f.p) - Cr) ellr = O. O.Sc) LI) (0,q) 1101) /2.,q rfr t 0.11) 6-o—jr 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • WI: 206.292.5076 1250 Pacific Avenue, Suite 701 - Tacoma, WA 98402 • tei: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 REVIEVVED-F OR CODE COMPLIANCE PPROVED MAY 22 2019 City of Tukwila BUILDING DIVISION \..11 PAO ergcbv- . www.pcs-structural.com DocuSign Envelope ID: DC113614-290E-4C8-1-1376B-CBFO6AD233F5 all PCS Project: Job No: Subject Sheet Name. 1,61.4d-1 Structural Solutions Originating Office: Seattle Tacoma Ei Portland Date. — war. e.g) Lez,gc n„ a 1.4 VA 41 5...V9. 1.5 0 Pigia.ts7 ?) Lair," 1'4) 5 itP-1,SrP o b". / . 0% a 1/ 0.4 • Swink, 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tal: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2707 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tol: 503.232.3746 EVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2019 City of Tukwila BUILDING DIVISION www.pcs-structural.com 8 - DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 PCS Structural Solutions Job Number 18664 Date 6-Aug-18 Name MC Design Criteria = ASCE 7-10, IBC 2015 Unit Weight, W. = 1237 Ib Existing Unit Weight = 138 Ib Roof Dead = Roof Snow = 16 psf 25 psf RTtJ-1 Project Segale RTU 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 = 0.4*50s*(1p/Rd.V.Wp*(11-2*z/h) Fprow 1.6*Sos*Ip* W,, = =0.3*Sos*I*W = Sos = 0.966 ASCE 7, Table 13.5-1 ap= 2.5 ASCE 7, Sec 13.1.3 I, = 1 ASCE 7, Table 13.5-1 Rp = 6 height of attachment z = 30.0 ft total of height of bld'g h = 30.0 ft Check Wind Forces (Ultimate): Wind Speed 110 mph Risk Category R Wind Exposure 8 K,,,Topographical Effect 1.0 Height to Unit 30.0 ft Kh (Table 29.3-1) 0.70 Unit Width(w) 4.5 ft Unit Height (h) 6.0 ft Unit Length (L) 7.8 ft A, = h"L 47.0 sq ft qn=.00256*Kd*Kh*K„*V2 18.4 psf G*C, 1.9 Fn = qn*(G*C,)*Ar= 1646 Ib Eq 29.5-2 597 Ib 1912 Ib 358 Ib Check Overturning Mm= 4938 Ib-ft MRes= 2783 Ib-ft T= 287 Ib <-- Low #10 Screw Capacity into 18 GA Shear Z.', = 263 Ib Tenson Z,, = 109 Ib #Screws Req'd for Shear = 3.8 Screws #Screws Req'd for Tension = 2.6 Screws Provide #10 Screws at 12" o.c. Table 29.3-1 EXPOSURE B C D 15 0.57 0.85 1.03 20 0.62 0.9 1.08 25 0.66 0.94 1.12 30 0.7 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 1.27 ro 0.85 1.13 1.31 70 n/a n/a n/a 80 n/a n/a n/a 90 n/a n/a n/a 0.70 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2019 City of Tukwila BUILDING DIVISION 9 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 Structural Solutions General Beam Analysis KW-06002327':' Description : (E) Roof Joi RTU General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = D(o 234 ) X 30.0 ft Project Title: Segale RTU Engineer: Project ID: 18664 Project Descr: Area = 0�0.096� SIO 15) Span 300 ft Rle = G:121 1B.loba\1B664 Sepals Retail RTU1Cii os1186b4_2018- 10 L)ceriSee PCS,STRUCTURAL SOLUTIONS? 10.0 inA2 Moment of Inertia = 100.0 inA4 0(0.234)__,�. Applied Loads _ Uniform Load : D = 0.0160, S = 0.0250 ksf, Tributary Width = 6.0 ft, (D+S) Uniform Load : D = 0.0390 ksf, Extent = 0.0 -» 7.0 ft, Tributary Width = 6.0 ft, ((E) RTU) Uniform Load : D = 0.0390 ksf, Extent = 23.0 -» 30.0 ft, Tributary Width = 6.0 ft, ((E) RTU) DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 33.408 k-ft Maximum Shear = +D+S Load Combination Span #1 Span # where maximum occurs 15.000 ft Location of maximum on span 0.950 in 378 0.015 in 23868 1.932 in 186 0.010 in 37166 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Overall MAXimum Envelope Dsgn. L = 30.00 ft 1 D Only Dsgn. L = 30.00 ft 1 +D+S Dsgn. L = 30.00 ft 1 +13+0.750S Dsgn. L = 30.00 ft 1 +0.60D Dsgn. L = 30.00 ft 1 Overall _Maximum Deflections Load Combination Span Max,'-' Dell +D+S 1 1.9320 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 5.328 5.328 Overall MlNimum 1.847 1.847 D Only 3.078 3.078 +D+S 5.328 5.328 +0+0.750S 4.766 4.766 +0.60D 1.847 1.847 S Only 2.250 2.250 Mmax + 33.41 16.53 33.41 29.19 9.92 Service loads entered. Load Factors will be applied for calculations. 5.328 k +D+S Span # 1 30.000 ft Summary of Moment Values (k-ft) Shear Values (k) Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 33.41 16.53 33.41 29.19 9.92 Location in Span Load Combination 15.150 Support notation : Far left is #1 5.33 3.08 5.33 4.77 1.85 Max. "+ Deft 0.0000 Values in KIPS Location in Span 0.000 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 222019 City of Tukwila BUILDING DIVISION DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBFO6AD233F5 Structural Solutions General Beam Analysis Project Title: Segale RTU Engineer: Project ID: 18664 Project Descr: 11 Fire = G:12018 Jobs118664 Segale Retail RTU1Calca118664_2018.08-06.ec6 t ick# ,KVV 06002327. Description : (E) Roof Joist w/ (E) RTU +(N) Curb General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = D O 013 7T; D 4TJ_ 30.0 ft Area = D(0 096) S(0.15) Span = 30.0 ft ices see v?CS;STt2t'.(GTJRAL..SOLUTION 10.0 in"2 Moment of Inertia D(0 013) D(0 234) 100.0 in^4 X Applied Loads Uniform Load : D = 0.0160, S = 0.0250 ksf, Tributary Width = 6.0 ft, (D+S) Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0390 ksf, Extent = 23.0 -» 30.0 ft, Tributary Width = 6.0 ft, ((E) RTU) Uniform Load : D = 0.0390 ksf, Extent = 0.0 -» 7.0 ft, Tributary Width = 6.0 ft, ((E) RTU) Uniform Load : D = 0.0130 kilt, Extent = 0.0 -» 7.0 ft, Tributary Width = 1.0 ft, ((N) Curt) Uniform Load : D = 0.0130 k/ft, Extent = 23.0 -» 30.0 ft, Tributary Width = 1.0 ft, ((N) Curb) DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 33.727 k-ft Maximum Shear = +D+S Load Combination Span # 1 Span # where maximum occurs 15.000 ft Location of maximum on span 0.950 in 378 0.015 in 23868 1.953 in 184 0.010 in 36354 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Overall MAXimum Envelope Dsgn. L = 30.00 ft 1 33.73 D Only Dsgn. L = 30.00 ft 1 16.85 +D+S Dsgn. L = 30.00 ft 1 33.73 +D+0.750S Dsgn. L = 30.00 ft 1 29.51 +0.60D Dsgn. L = 30.00 ft 1 10.11 Overall Maximum Deflections Load Combination Span +D+S 1 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 5.419 5.419 Overall MlNimum 1.901 1.901 D Only 3.169 3.169 +D+S 5.419 5.419 Max. " ' Dell 1.9527 5.419 k +p+S Span # 1 30.000 ft _ Summary of Moment Values (k-ft) Shear Values (k) Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 33.73 16.85 33.73 29.51 10.11 Location in Span Load Combination 15.150 Support notation : Far left is #1 5.42 3.17 5.42 4.86 1.90 Max. "+" Defl 0.0000 Valu Location in Span 0.000 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2019 City of Tukwila BUILDING DIVISION DocuSign Envelope ID: DC113614-290E-4C81-1376B-CBFO6AD233F5 -311 PCS Structural Solutions General Beam Analysis Project Title: Segale RTU Engineer: Project ID: 18664 Project Descr: 1 2 f 4ika#fgicot'g4):,600.2.,32::Z.tlggggtgWKIIgaFgdifiIatl,frkigffii:*VkgfFUIQgffattlfllgeigiVfOgSlgggatggagP:kfq.0f1*1:ftiZfitc*.$T.EKI.QTIAFVAWaQ.kkrfl,QN,%: Description : (E) oof Joist w/ (E) RTU (N) Curb Vertical Reactions Load Combination +0+0.750S +0.60D S Only Support 1 4.857 1.901 2.250 Support 2 4.857 1.901 2.250 Fife d:12016Jobs18664 Segale Retail R1111Cats11 Support notation : Far left is #1 Values in KIPS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2019 City of Tukwila BUILDING DIVISION G9 C� 0, z0e 0� z Fa yoRK® Direct Fit Single (3.12,5 Package Ton Package) R•410A Air Conditioner L526 Page:5 Project Name: MATTRESS FIRM•SEGALE RETAIL•REV•1 Unit Model #: ZXGO8E4B3AA2B113A2 Quantity: 4 Tag #: DIRECT REPL•••FACTORY BLD•5 System: ZXGO8E4B3AA2B113A2 (4) WKS Consolidated Drawing I 2 3 4 5 6 1 8 3 10 II I2 13 I4 15 16 N019$. 106116E R 1 OPBR411NG 19161E I1831 C69161 OA 690111 lIX11134 1843818(11 I 1 PCIXI 15898310406 (312) 10438 VXIII I, F 2, W' R OUTDOOR VS8 ONLY, INS SHOWN AR9 FOR 000TING ONLY 1 s43N 6YI11 N 4 8 E N 3. R 5911G. COMMENDED MIN. C1.93849093: 6 21 829 1216.11 IS 111431 26.31886,61 229 1101.61 211 11111 13 166.11 110 106.10 N IX 3539: 18 04300 415138 0090993418 DRAIN: 24 16000 7,5 62 161132.11 16.1 11110 16,2 19191 I P13,91411 I241.91112.11 j 116,6180,11 12.4169,01 RFT SIDE: 12 03040 411161A1L: 18 14511 ROC: 48 112001 BAR: 18 14501 W19C0N0MI1990P0WDR 8NNAUSi: 36 19901 09; 12 118001 J 4, R 0T10M: 1 1250 MOVED. 81.18 02214.41 5. f C R $NAl19R S9;RVIC3 AND OP86ATICNAI Cl8A9ANC1S OCT YOUR N IISCON3901 SWITCH OP110NAL1 6. 0 APPLICATION BNGINE89ING D9PAR1N811. 3.40 - WN0LOW DUGS DDSIGN90 TO 5D ATTACH) i0 156.31 r 14,00 1355.61 HUMP A ROOF CURB ONLY. II UNIT IS M0UN19D SIDS GUPPIY, If S CROSS a 1. 989043D, 9. MINIMUM IRE 9. DIMENSIONS R8COMM9NDED i4411HE DUCTS AR0 SUPPORT5Y 59AC9S, AS D010 ON 4CC3SG0RY ROOF CURBS. C0N09N$AEION 1R4P RUIGNi SHALL 89 1.5 iNNDS L0W3S1 19GA115E STATIC IN 0 0 AHD H MILLIMETERS OR NiLOGRAMS. - 1 ,f • 1\�\t 1 40.16 11616.61 2.33 159,31 HOOP ACCBSS 1.23 N O 091109AI SHOWN TOP 12. HDAi COIL GUARDS, GAS HEAT, DI$CON9801395104 28J5 PANDL 9N803SM9Ni3 N0i GROWN FOR DIN9NSI0N CLARITY. 0130'30 DNCHANG9D IS TIRIOALOf HIGH GAS N9A10PTION. 5.22 DRAIN illlllil i pj lIjj �� �Q�%. � I COMPRESSOR AffOSS 0101.39 , G 0132.60 SUPPLY 2I,60 1556,11 61.69 11566.91 I �li �9 49 1 N240.11 L `) as I C �a �It 1.29 NHAUSi FIDE DIR9CEION Of 4I8F103 36.38 ��������1 It����� 1136,21 4AS INLEi C9N13R 0f GRAVITY 12.63 1923.91 �' 133.940320JI t*i 18621 �;r11 yTM P2,53 164,30 6.S 016 40 I�25.29 Ip * C 03.29 151.91 01,91 kW , 4.66 1118.31 l 8.19 02D80 2.63 0320.10 0642 30 POW BN�S09 VIEW ` A 0591 0811 FOR TAILS B 38,05 J666,51 «1_4,93 1125.11 $L38 134.601 I.--28.38 ;--J _ -► 1120,10 FILiD9 ACM _ B SUP 1Y� _ -- w= 16861 c 33.T5 , .. - - , 1851.31 10.56 II030.31 B ES _ aS - S ECONOMIZER MOOD - �� 13.88 .'\'' 10P110NALI - ==- _ ® 1352.41 E ii � 6 !!� "�4M ' ' C C a a r :c i r m 5,6 0121p Al19RNA1D 5,0 COND9NSAi1 DRAIN 0151.10 ir:9 HIM` 5,01 I1211 NAIL _} Lf0N111ENc9 VI9WA ELM Ouli31 SCALE 0.2o0 GUARD 1011I10NAL1 10P110NA1I 1E0 543E 66616I0N R50969 B60 96 CH 616 IR1619 Pma131 lu11FU9rR1°uRmuutl lTXRIRRur I41I1EW°oIX 1r11117R°u99""o1a IlSuSgIM G O 8111E46N 6R191R8R A 29-13-f3 NOW 0041190 lrmnrllp 1W1 r! 1° Olri 911!4lV IA0l11 MOM III ANON e¢a11'3m'81 21315 ROG 3C ON IP."I 4SR9111.E4Ri W' 8 12.03 R RBVISB OlB4RANCBS IX01B 31, RBNOVB 8M1R4 DIMS ERON VIEW 4 31128 R46 1PS Al IN 0111 mou,aa1u141w1u>r�uuR: $UBMI IEiAI DWG, CDR, 1114 119E NOT 4PPL1f4BLB C 10'26-I5 CORR80i801 P3110 0ORM29 LO4014818 CCNRB0100 CORNBN 040 0VE ON PNIRIS TAW 1R YN 3 of, 4G.5' CA5 8' 2oaz NV 4PPOIC481B 108'22' il4 709 9N111609609 ill own oA au10 1u1: t .1 S119 O 18 A6969 9HIA f2R 8 OBS HATA 61031 S10 LOP ROB ERR I65.44 0111-II 244 .cmu nou Ir7 RNZI IVOR , t V ionnR16Gi,u r.o90 JOHNSON 004180L3 Nliu -�r ROO 9451NARN 9I11 16 ACK: tf 43401911 uu 111NM31 88114RI PROD'J(1S 390OP uv 'L� P4RI NO O 6C0.6O, I60 RJ�X411 P1111 NOOK, TOO 6111 RO1111 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 Unitary Sales Tool v1.5,9,0 Information is subject to change without notice. Check local codes. Printed 0112212019 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 DIMENSIONAL DRAWING — 580D090-150 1,4 t--t rrS UNIT 580D CORNER WEIGHT (A) CORNER WEIGHT (B) CORNER WEIGHT (C) CORNER WEIGHT (D) '•H" "J ' "K' "L' Lb Kg Lb Kg Lb Kg Lb Kg Ft -In, mm Ft -In. mm Ft -In. mm Ft -In. mm 090 189 86 161 73 239 109 280 127 2-0%4 632 3.5'Ae 1050 2-9"..,1e 856 2- Vile 672 102 191 87 163 74 242 110 284 129 1-274 378 3-55,A4 1050 2-91'/ 856 2- 27Ae 672 120 225 102 192 87 285 129 333 151 1.27/e 378 4-1e/1e 1253 3.0% 924 2.10/,e 875 150 228 103 195 88 289 131 338 153 1.2% 378 4-1eAe 1253 3.0'% 924 2.107Ae 875 0 6•-w 0011 • CONNECTION SIZES ( B5) -� flr 1 '-0 1 A 1%--2'-4 " Dla 1351 Field Power Supply Hole 5/16'--� (719 (3201 B 21/2" Dia [64] Power Supply Knock -Out 1�7 F FILTER ACCESS PANEL (THROWAWAY FILTERS) C 13/4" Dia [44) Charging Port Hole -1'-I1 15/16.+ 1 ° CurI /'J ACCESSORY D 1/4" Dia [22] Field Control Wiring Hole WOW 1 RETURN AIR 1 'K' t000 FILTER E 3/4"-14 NPT Condensate Drain 'OPENING' F 1/2"-14 NPT Gas Connection 580D090,102-125 HOR IZONT 'L i *25 �"-14 NPT Gas Connection, all others f ] a;'B 7/p" ' r' / OUTDOOR AIR G 2" Dia 51 Power Supply Knock -Out [ jSUPPLY I' -1 7/8' FIELD CUr AIR OPENING V `1 11 L yr 2 •2 7/16' (3521 4 HORIZONTAL 1 i J NOTES: L l ------t6711 - J 0--7 1/16- 1 Dimensions in [ ) are in millimeters {I; I (1791 2 Center 10' -Y t0' -5 11 / 16 I of gravity 3 Direction of airflow 4 On vertical discharge units, ductwork to be attached to accessory roof curb only For horizontal discharge units, field- supplied flanges should be attached to horizontal discharge openings, and all f9401 (I7B1 (1441 (9401• OUTSIDE r of PANEL % /r' RIGHT S 1 DE SUPPLY AIR RETURN AIR STD. CONDENSATE DRAIN 2' -11 (/2' 0' -3 9: 16' REAR ductwork should be attached to The flanges 5. Minimum clearance (local codes or juris- diction may prevail): FILLER/ECONOMIZER CONDENSER ACCESS PANEL COIL � (9021 r \ I ouTooORAIR \� 1901 a Between unit, flue side and combusti- ble surfaces. 48 inches b Bottom of unit t0 combustible surfaces (when not using curb) 1 inch Bottom Of base rail (0 Combustible surfaces CORNER (when not usingCurb 0 Inches ) 'A• (109(1 • � ECONOMIZER N000 1'-5 (4541 F'-3 1/8• 7/9' 'e" Condenser for t _ _ ti`91 CORNER c toll proper airflow, K' h 0'-S 1/2' 36 in one side, 12 in the other The side getting the greater clearance is oplIOnal d Overhead, 60 in to assure proper fan '' '1 II • EVAPORATOR' COIL I RETURN AIR OPENING \� I VERTICAL 1 1 —IL (1401 1 1'-0 5/8' , a 1 I37a1 RETURN RE TVRN AIR condenser operation e Between units, control box side, 42 in I( I( L ) 0'-5�, (1537{B' per NEC (National Electrical Code) f Between unit and ungrounded sur- laces, control box side, 36 in perOPENI NEC LEFT 4'-9 [14671 3/4' gI { (1 1 SUPPLY 1 ' AIR I R SI GHT DE 2'-4 3/4' g Between unit end block or Concrete s 1 walls and other grounded surfaces, control box side, 42 in per NEC h. Horizontal supply and return end, 0 inches DE 1 - I590 �� 1 I 57 0 /4' 0'-1 15/16' ER 'CAI 1 0'-4 11/16' 1 [73D1 SUPPLY FIR 6 With the exception of the clearance for the condenser Coll and combustion side l48 51 -1 r-- - - - -+ I r (in) as stated in Note 5a, b. and c, a remov- able fence or barricade requires no clear- CORNER '0' 5.-3 I /4' U j I —'} 1 -2' t o'-5 7/16' t1 3B1 ante, 7 Units may be Installed on combustible ti0737 (355) FRONT ..•I I O'-3 1/B' �- (791 CORNER 'C' floors made from wood or Class A, B, or C roof covering material if set on baserail 3' 4 1/4' (1022.41 ELECTRICAL DISCONNECT LOCATION '- H' 7'-3 3/e• (22191 rjL-`-O I IB71/B 1'^ 0'-3 13/16' O (D07/8' `I 1971 1 /%/ CONDENSER COIL ,�° ` A G FLUE H000 L. CONTROL BOX/ COMPRESSOR/ BURNER ACCESS PANEL EVAPORATOR -FAN MOTOR AND BLOWER ACCESS PANEL I (691/t r 11)94 1 0 0'-a 5/16-� 191) F i C_1 MEM,n0 `E:. I 1 Qp o' 1 0'-4 9/ 16 U 161 ao' low w 0' -5 3/4' I9'14 41 9ASC RAIL i 4'-5 7/B' 11461 FORKLIFT TRUCK SLOTS I 0'-2 9/16- 1651 (YP O'-B 7/I6' 0'-2 (/4' I57) -+- [13691 (2141 (IYP 0 PLACES) LEFT SIDE FRONT 8 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 a019 14 City of Tukwila BUILDING DIVISION PERMIT COORD COP'( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0073 DATE: 05/01/19 PROJECT NAME: OFFICE DEPOT SITE ADDRESS: 300 ANDOVER PARK W X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued : DEPARTMENTS 60 � \ At" Awc truding Division Fire Prevention Public Works Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Planning Division Permit Coordinator DATE: 05/02/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required El Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 05/30/19 El REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 tome Espailol Contact Search L&I Safety & Health Claims & Insurance 41111114/k Washington State Department of Labor & Industries A-Z index Help My UM 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; Certifications & Endorsements 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*010JT Effective — expiration 04/30/1999— 05/01/2020 Bond Western Surety Co Bond account no. 62031473 $12,000.00 Received by L&I Effective date 05/16/2014 04/27/2014 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co $1,000,000.00 Policy no. CPA603053121 Received by L&I Effective date 04/29/2019 04/27/2019 Help us improve