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HomeMy WebLinkAboutPermit M19-0151 - OFFICE DEPOT - HVAC UNITS REPLACEMENTOFFICE DEPOT 300 ANDOVER PARK W 400 M19-0151 Parcel No: Address: Project Name: ��^�vx °~�~�ou�"°"^U n~�~� «�n Tukwila Deportment of Community Development 63005uuthcemerBoulevard, Suite #100 Tukwila, Washington 98188 Phnne:2OG-431'367O Inspection Request Line: 206-438'9350 VVebsite'h1nn://www.Tukwi|oVV4.gov MECHANICAL PERMIT 2623049001 Permit Number: OFFICE DEPOT Issue Date: Permit Expires On: Owner: Contact Person: Name: Contractor: Name: License No: Name: S[GALEPROPERTIES LLC JOHN WARE 75O9GRANGE STVV,LAKEWOOD, WA, 98499 FIVE STAR MECHANICAL (CONST) 1U9VVASH|NGT0NBLVD,SUITE 8' AL6ONA,VVA 98001 F|V[SM*010T ''' Phone: Q06 786-8278 Phone: (253)852'8284 Expiration Date: 5/1/2020 DESCRIPTION OfWORK: REPLACE THREE 12.5 TON HVAC UNITS WITH 12.5 HVAC UNITS REUSE EXISTING DUCTWORK. RAISE 28 UNITS FOR THE ROOFING PROJECT. Valuation ofWork: $100000.00 Type ofWork: REPLACEMENT Fuel type: GAS Fees Collected: $1,49115 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|LA SewerDistrict: TUKVV|U\ 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: ized Signature National Electrical Code: VVACities Electrical Code: VVAC296-46B: WA State Energy Code: lUD 2017 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 nrlocal laws regulating construction urthe performance ofwork. |amauthorized tosign and obtain this development permit and aereetothe onndi�ionsattached tothis permit, Da Print Name: This permit shall become null and void ifthe work bnot commenced within l8Udays for the date ofissuance, urif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access toroof mounted equipment isrequired, 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations, Final inspection approval will be determined by the building inspector based onsatisfactory completion n/this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZO6'43l'367U). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center, D: VALIDITY OFPERMIT: 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 ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ***yNECHAN|CALPERMIT CONDiT0NS*** 10: Manufacturers installation instructions shall beavailable onthe job site at the time ofinspection. 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 #Z437) 13: M.V.A.C.systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall beequipped with anautomatic shutoff. Automatic shutoff shall beaccomplished byinterrupting the power source ofthe air -moving equipment upon detection ofsmoke |nthe main return -air duct served by such equipment. Smoke detectors shall belabeled byanapproved agency for air -duct installation and shall be installed inaccordance with the manufacturer's installation instructions. (|MC606.l,6O62.l) 14: Remote indicator lights are required onall above ceiling smoke detectors. (City Ordinance #2437) 15: Duct detectors shall send asupervisory signal only upon activation. (City Ordinance #2437) 16: All new fire alarm systems cxmodifications toexisting systems shall have the written approva|nfThe Tukwila Fire Prevention Bureau. No work shall commence until a Mm department permit has been obtained, (City Ordinance #Z437) (|FC9Ul.Z) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206--431-3670) is required for this project. lD: 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 orviolation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(ZU6)S7S'44U7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438'9850 I400 FIRE FINAL 0703 KAECHEQUIP EFF 1800 MECHANICAL FINAL 0609 P|P[/DU[T|NSUU\T|Om 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKWIIe Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Mechanical Permit No. rn si Project No. (For office use only) MECHANICAL PERMIT APPLICATION q.- it" / 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.: Site Address: 300 Andover Parkway W Tenant Name: Office Depot Suite Number: 400 Property Owners Name: Segale Properties LLC Mailing Address: P.O. Box 88028 Tukwila City Floor: 1 New Tenant: CI Yes ..No WA 98188 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: John Ware Mailing Address: 7509 Grange St W E-Mail Address: johnw@fivestarmeth.com Day Telephone: (206) 786-8276 Lakewood WA 98499 City State Fax Number: (253) 852-8285 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: City Day Telephone: Fax Number: Contact Person: E-Mail Address: State Zip 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: HAApplicationsTorms-Applications On Line \ 2010 Applications17-2010 - Mechanical Permit Application.doc Revised: 7-2010 1,6 Page 1 of 2 • s? Valuation of project (contractor's bid price): $ 100,000 Scope of work (please provide detailed information): Replace three 12.5 ton hvac units with 12.5 hvac units reuse existing ductwork. Raise 28-units for the roofing project. Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement 121 Fuel Type: Electric ❑ Gas 0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler/Compressor Qty furnace <100k btu air handling unit >10,000 cfin 3 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 b0 50 hp/1,750,000 btu appliance vent hood and duct emergency generator 50+ hp/ I ,750,000 btu repair or addition to heat/refrig/cooling system Incinerator — domestic other mechanical equipment Curb adapters 28 air handling unit <10,000 cfm 3 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). 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. BUILDIN C ., Signatu "Wr D AGE T: Date: 08/14/2018 Print Nam:. John Ware 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: H AApplications\Forms-Applications On Line\2010 Applications\7-2010 - Mechanical Permit Application.doc Revised: 7-2010 hh Page 2 of 2 Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,491.15 M19-0151 Address: 300 ANDOVER PARK W 400 Apn: 2623049001 $1,491.15 Credit Card Fee $43.43 Credit Card Fee R000.369.908.00.00 0.00 $43.43 MECHANICAL $1,392.04 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000,322.100.00.00 0,00 $1,080.48 PLAN CHECK FEE R000.322.102.00.00 0,00 $278.41 TECHNOLOGY FEE $55.68 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18542 R000.322.900.04.00 0.00 $55.68 $1,491.15 Date Paid: Wednesday, September 11, 2019 Paid By: JOHN WARE Pay Method: CREDIT CARD 009630 Printed: Wednesday, September 11, 2019 12:43 1 of 1 PM YSTEM5 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/11/2019 12:43:24 PM CREDIT CARD SALE VISA CARD NUMBER: **********8994 K TRAN AMOUNT: $1,491.15 APPROVAL CD: 009630 RECORD #: 000 CLERK ID: kandace X {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) 431670 Permit Inspection Request Line (206) 438-9350 Pr©'ect: _ T pe of Inpection:, Address: Date Called: Special lnstructro Date Wanted: a.m. P.m - Requester: /4.y z Phone No: 30c5R Approved per applicable codes. tJ Corrections required prior to approval. OMMENTS: !Inspector - Date: ©ate: F ` t9 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request tine (206) 438-9350 Project: A Type of 1nspect'on: + Address: �� C1ate Called: Special Instructions: /ft/11, ,rx Date War ted: Requester: Phone Nc: Approved per applicable codes. sections required prior to approval. COMMENTS: /?t,/f . %/Pt��''&�+�', 77 40t/ COrY ,i1064 C15./'25:: /T147 45". t Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ALLIED' Commercial Product Submittal Project Information Project Name: 5 StarZ GB Project Number: Project Location: Tacoma, US Project Altitude: 100 FILE Customer Information Company Name: Thrifty Supply Co Of Everett Inc Company Address: 1603 133R1) PL NE Company Location: BELLEVUE, WA 98005-2369 Contact: Mark Crudge Phone: 425-641-8073 Engineering Informatio Company Name: Company Address: Company Location: Contact: Phone: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 26 2019 City of Tukwila BUILDING DIVISION We are pleased to provide the attached project submittal. If you have any questions or need additional information, please feel free to call our office. RECEIVED CITY OF TUKWILA SEP 1 1 2019 PERMIT CENTER Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 1 of 7 Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 )Phone: 425-641-8 Allied Air Enterprises LLC - Product Submittal Table of Contents System ID Qty Model Description BV498 1 ZGB150S4B PKGGE/12.5TON/BTO Duct detectors are existing it the three units getting replaced and will be tested for proper operations. Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 2 of 7 Last Changed: RH52236.0,MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 Allied Air Enterprises DKC—Product Submittal System ID: BV4P8 Description: PKGGE/12.5TON/BTO HEATING PERFORMANCE Unit Type BELmvnput H/ELow0utput EVERighluput R/EHigb0utput SyotemBcu0utput ����dGas Electric 156000 (Btub) 124800 (8Luh) 240000 (8<uh) 192008 (Bmh) 192000 (8k/h) Gas Supply Connection HIE Heat Rise AFDG/Thonna|Eff Number o[Heating Stages Gas Supply Pressure 0.75 (in.) 35/6 ("F) 80 2 COOLING PERFORMANCE Refrigerant &0EED &K||EE& &0Total Power AQ}GmssTom\Coo| &RJNetTmta]Cno| Tube/Fin Refrigerant Charge R'4|UA |0.8 |22 |2700 (VV) 143800 (Btuh) 137000 (Btuh) O Number Compressors Number o[Cooling Stages Condensate Drain Size SUPPLY PERFORMANCE FAN SopplyFunNnm9ower Supply Fan Type 8upp|yDhvo Min RPM Supp|yDrivcMax RPM CFyN 2.00 (hp) C/\VBelt Drive 590 (rpm) 890 (rpm) 5,000 Tota|8ta\icProx Gas H/E Static Press Economizer Static Press Air Filter 0iy Air Filter Length Air Filter Width Air Filter Thickness Number Exhaust Fans 0.72 (in.WC) 0.43 (in.WC) 029 (in.9/C) 4 20.0 (in.) 24.0 (in.) 2/V (in.) | ELECTRICAL Voltage Frequency System MCA SyuromK40CP ComprxssorsPU~A Cooling FLATotu| Unit Oprr8unge-NomVoltage 46OV3Pb 60 (Hz) 30.0 (amp) 35 (amp) |6.4 (amp) 22.4 (amp) Suppk/FonFLA CondcnxingUnkFLA CondenserFan Power ]4(amp 26 (amp) 910 (VV) DIMENSIONS Cabinet Width Cabinet Length Cabinet Height Total Weight 60.1 (in.) 90.4 (in.) 489 (in] 1|25 (lb) DunnOowGupply Length DownOowSupply Width Dn*nOunReturn Length Downflow Return Width }5.0 (in.) 28.3 (inj 30/) (in.) 14.5 (in.) SOUND Outdoor Sound Rating Project: »starZoa Quote: *60001e8e0 53m,zoB Page umr Last Cxangog:nHo2z36.0.M*nKC Prepared On: zV10-0o-02 Allied Air Enterprises LLC - Product Submittal System ID: BV498 Package Model: ZGB150S4B SYSTEM FEATURES Description: PKGGE/12.5TON/BTO Durable Outdoor Enamel Paint Finish Scroll Compressor High Pressure Switch (Manual Reset) Limited compressor warranty of 5 years Limited warranty on all other components of 1 year Non -corrosive drainpan INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED CONSTANT AIR VOLUME TUBE AND FIN COIL SYSTEM STANDARD CAP 2 IN MERV4 FILTER INCLUDED SYSTE OPTIONS - FIELD INSTALLED 10Z29 76W26 10Z7I 53W64 10Z51 99W59 ECONO MODEL W/HOOD (DOWNFLOW) CITRAP2OAD2 PVC DRAIN TRAP KIT POWER EXHAUST FAN 460V C1SNSR64FF I SINGLE ENTHALPY ZC/ZG 102/120/150 LOW AMBIENT KIT G-VOLT DRAIN PAN OVERFLOW SWITCH Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 4 of 7 Last Changed: RH52236,0,MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 41. Allied Air Enterprises LLC - Product Submittai System ID: BV498 Package Model: ZGB150S4B Descrytion: PKGGE/12.5TON/BTO DIMENSIONS - INCHES (MM) Model No. CORNER WEIGHTS CENTER OF GRAVITY AA BB CC DD EE FF Base Max. Base Max. Base Mx. Base Max. Base Max. Base Max. lbs, kg lbs, kg Ibs. kg lbs. kg lbs, kg lbs. kg lbs, kg lbs. kg in. mrn in, mrn in. mrn in. ram 92S 258 117 299 136 191 87 236 107 192 87 229 104 260 118 289 131 47.5 1207 48.5 1232 25.5 648 26.5 673 1025 264 120 305 138 195 8& 241 109 197 89 233 106 266 121 295 134 47.5 1207 48.5 1232 25.5 648 26.5673 120S 275 125 316 143 204 92 250 113 205 93 242 110 278 126 306 139 47.5 1207 48.5 1232 25.5 648 26.5 673 1543S 301 137 341 155 223 1 1 270 123 224 102 261 118 304 138 330 150 47.5 1207 48.5 1232 25.5 648 26.5 673 Ease MIL - The urn valal NO OPTIONS, Max_ Unit- The unit with ALL OPTION.; rIstated. (Excriontzel, BOTTOM POWER ENTRY Ho/es required for Optional Bottom Power Entry Kit Threaded Conduit Fittings (Provided in Kit) Wire use Hole Diameter Required iin Unit Base (Max) A 1/2 ACC 7t8 (23) B 1/2 24V 7/8 (23) C 3/4 POWER 1-1/8 (29) D 3/4 GAS 1-344 (44) 8MT OM FOVVE.. E41157 (Sea 74214.1 19 1457? 3-.313 {Eel • END VIEW Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 5 of 7 39 441 I 9011045 F4.=_1ezN 1.31,1;101Ci 4 CC At..g 95-.3S ia)21 TOP VIEW 93,38 (Z1721 C-= GAS LY *LET 7-as \ 41371 11.0 5-1 3,112 4851 TN?. 13 40-74 124 I 9S-73 137.231 FRONTVIEW FCRILLE.1 a.ai.._ 1E0Trl WES{ U.,T143 LA:LES RKiCaM . sa-la (15271 1 0.1T,E7 L.: u,„ . .vi HCR•ECNTAL ... SLFFLY I\ J.. Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 • Allied Air Enterprises LLC - Product Submittal System ID: BV498 Package Model: ZGB150S4B Description: PKGGE/12.5TON/BTO ACCESSORY DIMENSIONS - INCHES (MM) OUTDOOR AIR HOOD DETAIL FOR OPTIONAL DOWNFLOW ECONOMIZER (Downflow Applications) OPTIONAL OUTDOOR AIR HOOD (F whistled with Economizer) Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 6 of 7 25 Vrair.M./VATV/VOTAVAVVirt.M/ATI NAMONTAVIAVAYMAWLYIAZYLAWINIXAVAN V' "Tr. "WW/VVVATASPr'nflrn FAWAVIVRAINTAVVATIMAYMIATat INNAMIXAVVEIAYNAVIAVIN "e2 .7AVAVAMAMITOW AVAST. MINITZWZMUNZTATAYMWAVW NAWAPPP.`"aVX.4. 4VVY1:IVRAWAY'Art745 mataamaommemmummom N.Y4VIAZWAVXMINMAYAW•VMUNAYZA rryaywrv,M,064,1,17yrylwrip.mmv AVVNAVIV4V. '61:745"M'SYVATA7PAY MTN .4 "PCrmnvot-, ICWICIZAVRITZW:GMAYNXZWItYZA %VW f: .41.V.V47,41%14VAVAWAVA [-a 0 END VIEW Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 f Allied Air Enterprises LLC - Product Submittal System ID: BV498 Package Model: ZGB150S4B Description: PKGGE/12.5TON/BTO UNIT CLEARANCES - INCHES (MM) UNIT WITH ECONOMIZER fourOOD Al H4iiL B—a• 'Unit Clearance A B C B Top Clearance in. mm in. mm in. mm in. mm Service Clearance 60 1524 36 914 36 914 60 1524 Unobstructed Clearance to Combustibles 36 914 1 25 1 25 1 25 Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE - Entire perimeter of unit base requires support when elevated above the mounting surface. ' Sericc'e Clearance - Required for removal of serviceable parts. Clearance to Combustibles - Required for clearance to combustible material. Munoz um Operation Clearance - Required clearance for proper unit operation. Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 7 of 7 Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 DocuSign Envelope ID: DC113614-290E-4C814376B-CBFO6AD233F5 PCS Structural Solutions Seattle 1011 Western AVetltre. Suite 810 Seattle. WA 93104 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 1 Tacoma, WA 98402 253.383.2797 Portland 101 SW Main S6eet. Suie 280 Portland. OR 97204 503.232.3746 wwie pcs-structural,con REVIEWED FOR CODE COMPLIANCE APPROVED SEP 26 2019 City of Tukwila BUILDING DIVISION FILE STRUCTURAL CALCULATIONS FOR SE6ALE RETAIL CENTER RTU 300 ANDEVOR PARK WEST TUKIAIII-A, INASHINGTON PREPARED BY PCS STRUCTURAL 5,CN-UTIONS AUGUST 1, 2015 15-564 RECEIVED CITY OF TUKWILA SEP 1 1 2019 PERMIT CENTER Yrw‘• °1st DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBFO6AD233F5 Project: --,idc:::arSrLe._te f"re'•-•A Job No. 13 Subject. Sheet Name: irl L Originating Office: 0 Seattle 0 Tacoma 0 Portland Date. Structural Solutions #10 c4.4-101 c o.c -7117 Seattle Tacoma Portland *ID Y-4,PKK CA, 11% Ci.kr aaA I vta-k,-.)S- r2.-P VPIL-1 V-W 1011 Western Avenue, Su art (110 • Seattle, WA 98104 . tee 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • to: 253.383.2797 101 SW Main Street, Suite 2110 • Portland, OR 97204 • tel: 503.232.3746 rya www.pcs-structural.con-; 2 DoneSign Envelope ID: DC113614-290E-4C81-876B-CBFO6A0233F5 3 0 mean nr,v 41(1,ROS4 V44:0111A. ,..ks 0412,6FtIM 111. IMINIDAMIR04.6.N...01,14.1990 11.-IVA•wortwotx,..1101+4, .104 Weft aet, Mum,. .1.7141.1.21tNNOW.1.1 Doctaatzvelope ID: DC113614-290E-4C81-876B-C13F06AD233F5 ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. OTC Hazards by Location Search Information Address: 300 Andover Park W 9500, Tukwila, WA 98188 Coordinates: 47.4544191, -122.25298950000001 Timestamp: 2018-08-06T18:20:19.379Z Hazard Type: Wind 111.111P_Resstlis Okattothtn Wenatchee 29 ft Nattonal Fotttst W A S` HINGTON C.J Go gle Text Results ASCE 7-16 4 Spokm Map data 02018 Goodie MRI 10-Year 68 mpl: MRI 25-Year MRI SO -Year MRI 100-Year Risk Category I Risk Category II Risk Category III Risk Category IV ASCE7-10 MRI 10-Year MRI 25-Year MRI 50-Year MRI 100-Year Risk Category Risk Category II 74 mph 78 mph 83 mph 92 rnph 98 mph 105 mph 109 mph 72 mph 79 mph 85 mph 91 mph 1 00 mph 110 mph https://hazards.atcouncll.orgt#/wind?Iat.47.4544191&Ing=-122.252989500000018address=300%20Andover%20Park%20W%20%23500%20%20Tuk... 1/2 DocouoSiic Envelope ID: DC113614-290E-4C81-1376B-CBFO6AD233F5 ATC Hazards by location This is a beta release of the. new ATC Hazards by location website. Please contact us with feedback. arc Hazards by Location Search Information Address: 300 Andover Park W #500, Tukwila, WA 98188 Coordinates: 47.4544191,-122.25298950000001 Tiimestam p: 2018-08-06718:20:44.629Z Hazard 'Type: Seismic Reference Document: ASCE7-10 Risk Category: !1 Site Class: D Report Title: Segale RTU Map Results r<!t{111J�5,i1 t*yr4 n4v no,• M1r.st�on,;:i Fnrty Go gle 445dn1Jr1<1 Seattle ' o. scorn Uleneifi <ixs=sat. a•, Vfrnarc4oe Ak.ivxxa�d t-a•��SS vr.,r,t n.•• ,.Mop • ftYLlYti r myuc+lor MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Wel Wei 1.40 1.20 0.8 1.00 0.60 0.80 0.60 0.40 0.40 0.20 0.20 0.00 0.00 0 0 1.0 2.0 3.0 4.0 5.0 8.0 7.0 Period (s) 0.0 1.0 2.0 3.0 4. Text Results Basic Parameters Name Value Description Ss 1.448 MCER ground motion (pedod=0.2s) Si 0.539 MCER ground motion (perlod=1.0s) Sus 1.448 Site -modified spectral acceleration value 441 0.809 Site -modified spectral acceleration value SOS 0.968 Numeric seismic design value at 0.2s SA S01 0.539 Numeric seismic design value at 1.0s SA Additional Information 5 Name Value Description https://hazards.atcouncil.org/#/seismic?Iat=47.45441918Jng-122.25298950000001&address=300%20Andover%20Park%20W%20%23500%2C%20... 1/2 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 Project: �� �� lob No. Subject. Sheet Name• 1-7 e- Structural Solutions Originating Office; ❑ Seattle ❑ Tacoma ❑ Portland Date. L11-17S ) titirr v �c�tt-T lS \b5 2=0 1S 111-S L 1 -Tv-r7t.. 1-t>=1 et t 1< r-• c t2-SoN is 0-4, Lv.M t-tt, -rfl T tM (y) .51-4-rn f--= , F.Aj2v t.►4\TS• Abs4 MD IA ITL -+E1rn t+T eves, cc:c t-7=t - Al>Cpr' - is ArcF Seattle 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street,Suite 280 • Portland, OR 97204 • tel: 503.232.3746 flan n www, pcs-structurat.com 6 DocuSign Envelope ID: DC113614-290E-4C814376B-CBF06AD233F5 Project:lob No. " " 7 Subject' Sheet Name: -311 Structural Solutions Originating Office: D Seattle ❑ Tacoma ❑ Portland Date' Seattle Tacoma Portland 4Nc rwe ,_ Efe o'45.t V•N(ta,,0+ 2 ) tit (.zt) Cuty) t;) -' O.y�3 t•--��' (o )ci)(o.R-)(IIDl) VV i ra`f />,/p4(/./ -r o./ ,27,s (t..') ¢j12-Ar 1011 Western Avenue, Suite 810 • Seattle, WA 98104 - tot: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • ter 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: DC113614-290E-4C81-676B-CBFO6AD233F5 Project Subject. Sheet Structural Solutions Originating 0ffice LJ Seattle Seattle Tacoma Portland —7 73' — I*1/4-46.17 Look-o 3 • 14- = s .s-' r1,. 3 1. 7:- 1141,‘ ot••••T "'"' Klerart' / • :"Z 4) ( 4, • 4- • 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • lel: 206.292.5076 1250 Pacific Avenue, Suite 701 -Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • lel: 503.232.3746 Job No. Name. Portland Date. www.pcs-structoratcom 8 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 PCS Structural Solutions Project Segale RTU Job Number 18664 Date 6-Aug-18 Name MC Ogs0Rn Criteria = ASCE 7-10. IBC 201S Unit Weight, W,= 12371b Existing Unit Weight= 138 lb Roof Dead = Roof Snow = 16 psf 25 psf RTU-1 ).aterai Analysis: The new unit does not have a significant Impact to the buildings capacity to resist wind or seismic forces Check Seismic Forces lultimatgj: ASCE7 Eq 13.3-1 ASCE 7 Eq 13.3-2 ASCE 7 Eq 13.3-3 ASCE 7, Table 13.5-1 ASCE 7, Sec. 13,1.3 ASCE 7, Table 13.5-1 height of attachment total of height of bld'g P, = o.4`sas`Ue/a,)'a,6w,'(1+2`z/h) F, mar = 1.6*Sos`la`W,, = Sos = 0.966 a, = 2,5 I,= 1 R, = 6 z = 30.0 ft h = 30.0 ft Wind Speed 110 mph Risk Category 11 Wind Exposure e K,,, Topographical Effect 1.0 Height to Unit 30.0 h KH (Table 29.3-1) 0.70 Unit Width(w) 4.5 ft Unit Height (h) 6.0 ft Unit Length (t) 7.8 ft A,= h'L 47.0 sgft qn=-00256'Ic,`Kn Krt'Vt 18.4 psf G'C, 1.9 Fn=4n`(G'C,)'Ar= 16461b Eq 29.5-2 59716 19121b 358 lb Check Overturning Mor= 4938 lb-ft Mar= 27831b-ft = 2871b <-- Low #10 Screw Capacity into 18 GA Shear Z,,= 263 lb Tenson = 109 lb #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 d0 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 0/a 070 9 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 ■31 PCS Structural Solutions General Beam Analysis Lic. # : KW-06002327 Description : (E) Roof Joist / (E) RTU General Beam Properties Elastic Modulus 29,000,0 ksi Span #1 Span Length = 30.0 ft Project Title: Segale RTU Engineer: Project ID: 18664 Project Descr: Area = 0I Span = 3e 0 ft 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) Pie= G:12018.1063118684 Segale Retail RTtl1Caes\18684: 10.0 in^2 10 icensee::.PCS STRUCTURAL: SOLUTIONS Moment of Inertia = 100.0 inx4 D(0.234)_ .n Service loads entered. Load Factors will be applied for calculations. DESIGN SUMMARY Maximum Bending = 33.408 k-ft Maximum Shear = 5.328 k Load Combination +17+5 Load Combination +D+S Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 15.000 ft Location of maximum on span 30.000 ft Maximum Deflection Max Downward Transient Deflection 0.950 in 378 Max Upward Transient Deflection 0.015 in 23868 Max Downward Total Deflection 1.932 in 186 Max Upward Total Deflection 0.010 in 37166 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios ' Summary of Moment Values (k-ft) Shear Values (k) Segment Length Span # M Mmax + Mmax - Ma - Max Mnx Mnxlomega Cb Rm Va Max Vnx Vnx/Omega Overall MAXlmum Envelope Osgn, L = 30.00 ft 1 33.41 33.41 5.33 D Only Dsgn. L = 30.00 ft 1 16.53 16.53 3.08 +O+S Dsgn. L = 30.00 ft 1 33.41 33.41 5.33 .0+0.750S Dsgn. L = 30.00 ft 1 29.19 29.19 4.77 +0.60D Dsgn. L= 30.00 ft 1 9.92 9.92 1.85 Overall Maximum Deflections _ Load CombiDel Lo nation Span Max.'-' catlon in Span Load Combination Max.'+' Defl Location in Span .. .__.. +D+S 1 1.9320 15.150 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.328 5.328 Overall MINimum 1.847 1.847 0 Only 3.078 3.078 +O+S 5.328 5.328 +0+0.750S 4.766 4.766 +0.600 1.847 1.847 S Only 2.250 2.250 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBFO6AD233F5 ■3 PCS Structural Solutions General Beam Analysis Lie. # : KW-06002327 Description : (E) Roof Joist General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = D((0 013) ° O(O 3'3d)... / (Ey RTU +(N) Curb Project Title: Segale RTU Engineer: Project ID: 18664 Project Descr: Fte = 0.12818 11 bss118664 Segal° Retail RTll.Calcs\18864_2018-08-06.ec6 Licensee : PCS STRUCTURAL SOLUTIONS 30.0 ft Area = 10.0 in"2 Moment of Inertia = 100.0 inA4 DL0.013Z_,4- A Ot0. 234) M1 DS0.096Z8(0;15) Span= 30.0 ft 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 = 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 k/ft, Extent = 0.0 -» 7.0 ft, Tributary Width = 1.0 ft, ((N) Curb) Uniform Load : D = 0.0130 ktft, Extent = 23.0 -» 30.0 ft, Tributary Width = 1.0 ft, ((N) Curb) X Service loads entered. Load Factors will be applied for calculations. DESIGN SUMMARY Maximum Bending = 33.727 k-ft Maximum Shear = 5.419 k Load Combination +-D+S Load Combination +O+S Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 15.000 ft Location of maximum on span 30.000 ft Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflecttor 0.950 in 378 0.015 in 23868 1.953 in 184 0.010 in 36354 Maximum Forces& Stresses for Load Combinations Max Stress Ratios Summary of Moment Values k ft Shear Values k Load Combination ry ( ) i ) Segment Length Span # M V Mmax + Mmax- Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 30.00 ft 1 33.73 33.73 5.42 D Only Dsgn. L = 30.00 ft 1 16.65 16.65 3.17 +O+S Dsgn. L = 30.00 ft 33.73 33.73 5.42 •-D 0.7505 Dsgn. L = 30.00 ft 29.51 29.51 4.86 .0.600 Dsgn. L = 30.00 ft 1 10.11 10.11 1.90 Overall Maximum Deflections_ Load Combination Span Max.'Deft Location in Span Load Combination Max.'+' Den Location in Span + 0+5 1 1.9527 15.150 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only + O+S Support1 Support2 5.419 5.419 1.901 1.901 3.169 3.169 5.419 5.419 DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 PCS Structural Solutions General Beam Analysis Project Title: Segale RTU Engineer: Project ID: 18664 Project Descr: File=6:12018J 12 ale RelalfRTtllCa[Cs11$8842(t19.08-0B,ec8 Description : (E) Roof Joist wl (E) RTU + (N) Curb Vertical Reactions Load Combination 40.0.750S •0.00D S Only Support 1 4.857 1.901 2.250 Support2 4.857 1,901 2.250 Support notation : Far left Is #1 Values in KIPS DocuSign Envelope ID: DC113614-290E-4C81-1376B-CBFO6AD233F5 Allied Air Enterprises LLC - Product Submittal C) System ID: BV498 Package Model: ZGB150S4B Description: PKGGE/12.5TON/BTO DIMENSIONS - INCHES (MM) Model No. CORTIER WI044TS CEt1TER OF GRAVITY 11111=11.0 lbs. fllbs. BB Base CC OD FF MM Base 1=11 Base = Base 31 Base Max. Ig Ibs. ci lbs. kg lbs. kg lbs. kg bB• /q/ Ibe. kg112111:=112131:31:7121 ,r, mm 092S map299 imgairsi 236 07 192 104 MI 1 8 - 1:111330111:13E/3 673 1025 120 305 88 eti 109 197 89 Ea 106 266 EgEmem 47 5 1207 miss=648 26 673 E1721 125 316Elll204 El 250ED205 OEM 1 0 278 1E1308MI=1207 48.5 IESEXICLII 26-5 673 1 S 301 EscupmEmcg 270 123 24 Ea 2 I go3040 no =nolo As 5 1232 En 648 ED 673 Ca. Unit - The JP11 MCP NO OPTIONS Max_ Unit - The IOW AL CPT1ONS rtslaled. ,Evenonnref, ) BOTTOM POWER ENTRY Holes requIred for Cctioilai B000m Power Eouy lOt Hole Diarneter Required in Unit Base (Max Threaded I Conduit Fittings (Provided in Kit) Wire Use A 83 c 1/2 1/2 3/4 ACC 24V POWER rs 7/8 (231 7/8 (231 1-1)8 (29) 1-3/4 (.44) 907-1-Cal .0We2 ENTRY 1.•t 00 Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 5 of 7 *-= alkSE Id- re TOP VIEW FRONT VIEW t CC END VIEW Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 13 DocuSign Envelope ID: DC113614-290E-4C81-1376B-CBF06AD233F5 14 DIMENSIONAL DRAWING — 580D090-150 � L A 1--F rr5 UNIT MOD CORNER WEIGHT (A) CORNER WEIGHT (B) CORNER WEIGHT (C) CORNER WEIGHT ((Cs) "" Lb Kg Lb Kg Lb Kg Lb Kg Ft -In. min Ft -In. min Ft -In. min Ft -in. min • 090 189 86 161 73 239 109 280 127 2-045 632 3-51A4 1050 2-9"/+s 856 2- 2Tl1a 672 102 191 87 163 74 242 110 284 129 1-2% 378 3.5145 1050 2-81'/ 856 2. 2ee 672 120 225 102 192 87 285 129 333 151 1.245 378 4-1 1e 1253 3.0/ 924 2.10/la 875 150 228 103 195 88 288 131 338 153 1-2% 378 4-1145a 1253 3-015 924 2-10/o 875 CONNECTION SIZES A Pk" Dia 135) Field Power Supply Hole B 21/2" Dia [64) Power Supply Knack -Out C 1" Dia )44) Charging Port Ho1a 0 Da" Dia (22) Field Control Wiring Hole E 66"-14 NPT Condensate Drain 45 -14 NPT Gas Connection 5800090,102-125 F 4/4"-14 NPT Gas Connection, all others G 2" Dia [51) Power Supply Knock -Out NOTES: 1 Dimensions in [ ) are in millimeters 2 !'i Center of gravity 3 Direction of airflow 4 On vertical discharge units, ductwork t0 be attached t0 accessory t001 Curb Only For horizontal discharge units. rigid. supplied Ranges should be attached to horizontal discharge Openings, and all ductwork should be attached ]O the flanges 5. Minimum clearance (local codes or juris- diction may prevail): 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 01 base rail t0 Combustible surfaces (when not using curb) 0 inches c Condenser coil for proper airflow, 36 in one side. 12 in the other The side getting the greater clearance is optional d Overhead. 60 in to assure proper condenser fan operation e Between units, control box side, 42 in per NEC (National Electrical Code) f Between unit and ungrounded sur- faces, control box side, 36 in pet NEC g Between unit and block or concrete walls and other grounded 5urlaceS, control box side, 42 In per NEC h. Horizontal supply and return end, 0 inches 6 With the exception of the clearance for the condenser coil and combustion side as stated In Note 5a, b, and c, a'remov- able fence or barricade requires no clear- ance. 7 Units may be installed On combustible floors made from wood or Class A, B, or C roof covering material if set On baserail 0'-4 (I16)61 0'-2 8/16 1651 1 1' -) 7/8 13521 FILTER/ECONOMIZER ACCESS PA CONDENSER COIL CORNER 'A' 4'-3 3/4 (14671 LEF T SIDE CORNER '0' ELECTRICAL DISCONNECT LOCATION 11.. 4[1367 9. LEFT SiDE 3' (109 1 6 15/16' ijk 0'-7 5/16 (1851 2'-e 5/16' (7191 FEW)0U) SUPPLY Ala mewl NOR)20N1AL pp LY AIR REAR eau '-0 5/6' 320) FILTER ACCESS➢ANSI _' (THROWAWAY FILTERS) ACCESSORY u000 FILTER esmi OUTDOOR AIR `` fijj7t 9 !0'-7 i/116' (17 to'-5 44111/I6 (1 RIGHT SIDE RETURN Al E 510. CONDENSATE DRAIN 2'-1t 1/2' 0021 AT ,•_0'E90-3 )9/16' EYAPORAtORi 051098 AIR OPENING C01L 1 VEOTICAL 3/8' 1871 (97 '-3 )13/16' O t48 Sib r. O 1)20116 '-3 I/4- cto73) I FRONT (1022.41 FLUE 0000 16191 /F' 0'-5 3/4' (146) 7'-3 3/9' (22191 SUPPLY AIR OPENING VERT!CAL 0'-3 1/8' 0 2 53y3(8 551 0 4541 CORNER '8- 0'-5 1/2' RETURN AIR RIGHT SIDE SUPPLY AIR O'-5 7/16' (1301 /8' CORNEA 'C' ((0 EVAPORATOR -FAN MOTOR AND9LOW61 ACCESS PANEL FORKLIFT TRUCK SLOTS 0'-8 7/16' 0''2 1/4' (571 (214) (14P 0 PLACES) FRONT r:) rrtl!Ii COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0151 DATE: 09/11/2019 PROJECT NAME: OFFICE DEPOT SITE ADDRESS: 300 ANDOVER PARK W 400 X Original Plan Submittal Response to Correction Letter Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: CH Building Division Public Works LI ire Prevention Structural Planning Division Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: DUE DATE: 10/10/2019 Approved Corrections Required LI Approved with Conditions ri Denied (corrections entered in Reviews) (ie: Zoning Issues) r Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ED Fire 0 Ping EJ PW 0 Staff Initials: 12/18/2013 Home Espanol Contact. Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries SEARGii A-Z Index Help My Workplace Rights Trades & Licensing FIVE STAR MECHANICAL Owner or tradesperson Principals WARE, GERALD LAVON, MEMBER WARE, JOHN EDWARD, MEMBER ALLEN, ANGELA RENEE, MEMBER WARE, BETTY J, MEMBER Doing business as FIVE STAR MECHANICAL WA UBI No. 601 937 083 109 WASHINGTON BLVD STE B ALGONA, WA 98001 253-852-8284 KING County Business type Corporation Governing persons BETTY J WARE ANGELA R ALLEN; JOHN E WARE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. FIVESM*010JT Effective — expiration 04/30/1999— 05/0112020 Bond Western Surety Co Bond account no. 62031473 912,000.00 Received by L&I Effective date 05/16/2014 04/27/2014 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co Policy no, CPA603053121 Received by L&I 04/29/2019 $1,000,000.00 Effective date 04/27/2019 Expiration date 04/27/2020 Help us improve 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. L8.1 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 IV other agencies. License Violations No license violations during the previous 6 year period. 3 "IN Certifications & Endorsements OMWBE Certificatipns No active certifications exist for this business. Apprentice Tralnin3 Agent Not allowed to have apprentices. Workers' comp Do you know if the bgsiness has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts LAI Account ID 1, 629,163-00 Account is current. Doing business as FIVE STAR MECHP.NICAL Estimated workers reported Quarter 2 of Year 2319 "31 to 50 Workers" L&I account contact T2 / IDA HAYNES ( 60)025-5635 - Email: HAYN235@lni.wa.gov Track this contractor 0 Public Worts Requirements Verify the contractor is eligible to perform work on public works projects. Required Training-- Effective July 1, 2019 Exempt from this re,uirement. Contractor Strikes No strikes have becn issued against 11111 s contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace :ilafety and health No inspections durit j the previous 6 year period. Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve 3DW 35W R( > X PARCEL NO.: 262,304 9001 ROOF AREA: 125,744 SQUARE FEET EXISTING ROOF SYSTEM: METAL DECKING R-19 RIGID INSULATION JP STEVENS "HI -TUFF' SINGLE -PLY ROOF MEMBRANE NEW ROOF SYSTEM: 60 MIL TPO SINGLE -PLY MEMBRANE MECHANICALLY ATTACHED OVER EXISTING ROOF SYSTEM. J' DENS DECK INSTALLED WHERE SLOPE EXCEEDS J' PER 12'. ROOF RATING: EXISTING CLASS "A" CLASSIFICATION TO BE MAINTAINED WITH NEW MEMBRANE INSTALLATION. REMOVE THESE TWO UNITS AND SAVE PARTS FOR MAINTENANCE. RAISE ONLY AND lic i -19C TS TON 7.5 TON 7.3 TON COMPRESSOR GOING HERE. NURSE ALONG. 8C 7.5 TON lj AISE URBS ON EXISTIN 6C RUNITSCWHERE REQUIRED G HVAC LJ 12.5 TON 118 OB 8 12.5 TON 0, 12.5 TON 192.5 TON REPLACE THESE THREE UNITS DURING REROOF PROJECT, 8B 12.5 TON 7B 8 6 12.5 TON 12.5 TON 1A 10A 0A 2.5 TON 12.5 TON 12-5 TON IIA 12.5 TON 7A 6A 12.5 TON 1125 TON KH SKYLIGHTS ROOF PLAN ROOF ACCESS 5B 114B 7.5 TON 7.5 TON 0UNITS ALREADY 0, RAISED. 5A E4A u3 7.5 TON 12.5 TON 12.5 TON RAISE THE THREE UNITS. NURSE THRU 9. REMOVE UNIT AND CAP CURB, [SEPARATE PERMIT REQUIRED FOR: Mechanical echanical [V Plumbing V Gas Piping C d I, . . City of Tukwila 'L" G 'I BUILDING ]DIVISION -S 11;i ciao, Ina! Ptar: reviev, 4L ':_ COPY ;.jr.jec to arrors ana �r';Cvon cocuments oon rr irlv 3c!opted code or CODY ana REVIEWED FOR I CODE COMPLIANCE APPROVED SEP 2 6 2019 A--r- Iva Wk City of Tukwila BUILDING DIVISION cif If OF —I UK%'-iq_.:t SEP 11 2019 PERMIT CEiN! LIB VICINITY MAP NTS M1 � 1 Ld '6 LD LLJ a- 0 EL LLJ J Sao < < U 0. LLJ r 0 a �0_ 0 1 C4 C4 z Lo (Zlof LLJ L'j ck: Ltd (D r LLJ PROJECT NUMBER: X DRAWNG NUMBER: SHEET. 1 OF: I