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Permit M19-0066 - CBRE / VACANT OFFICE - 4-TON AND ERV
CBRE SEATTLE SOUTH - VACANT 18287 SEGALE PARK B DR M19-0066 Parcel No: Address: �� �� City of Tukwila Department of Community Development 63VOSnuthcenterBoulevard, Suite #1O0 Tukwila, Washington 90188 Phnnp/206-431'3670 Inspection Request Line: 206'43O'93SU Web site: httn://wwwJukw/i|aWA.nov 3523049119 lBZ87SEGALEPARK BDp MECHANICAL PERMIT Project Name: CBRE SEATTLE SOUTH - VACANT Permit Number: Issue Date: Permit Expires On: Owner: Contact Person: Name: Address: Contractor: Address: License No: Lender: Name: LIT INDUSTRIAL lD181SEGALEDR, TUKVV|UA,WA, 98l8& JES5ECHUO[H 3IO2C STNE, AUBURN, WA, 98002 COMFORT MECHANICAL INC (CONSTRUCT) 320Z[STNE'AUBURN, WA, 9D002 [0MF0K41015U\ ^'' Phone: (425)251'9840 Phone: (425)251-9840 Expiration Date: 4/25/2020 DESCRIPTION OF WORK: INSTALL (1) 4-TON AND (1) ERV TO SERVE NEW OFFICE SPACE. Valuation of Work: $21,785.00 Type ofWork: NEW Fuel type: GAS Fees Collected: $505.38 Electrical Service Provided by: Water District: Sewer District: Current Codes adopted bythe City mfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ964GB: Code: 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 ofthis permit does not presume togive authority tnviolate orcancel the provisions nfany other state or local laws regulating construction or the performance ofwork. | am authorized to sign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Date: Print Name: 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 orabandoned for aperiod ofl8Odays from the last inspection. PERMIT CONDITIONS: l: 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 atthe site nfwork and shall beopen toinspection bythe Building Inspector until final inspection approval isgranted. 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 bedetermined bythe building inspector based onsatisfactory completion ofthis requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZOG-43l'367O). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center, 7: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tubpapennithor,oran 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 ofthe City ofTukwila shall not bevalid. The issuance ufapermit 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. 8: `MECHANICAL PERMIT [ONDOnONS^*~ 9: All mechanical work shall beinspected and approved under aseparate permit issued bvthe City of Tukwila Permit Center (ZO6/43l'J67O). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2n6)43O'g3SU 0703 N1E[HEQUIP EFF 1800 MECHANICAL FINAL 0609 P|PE/DU[r|NSULAT|ON 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: -7 2.- I Date Application Expires: /0 2 2-1 .1 (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 LOCATJON i?287 King Co Assessor's Tax No.: S7oo2 0/20 Site Address: -1-$26g Se-tt/e- br;ve- g Suite Number: Floor: Tenant Name: \,(0.,C4'C1 I ".c..BRE sea -Hie_ SocA.441-/ New Tenant: Yes 11..No PROPERTY OWNER Name: L.; 4_ Tfrich.A5+66,.. Address: I 46 /V s e5ct CitY:174- kte4;104. State: 7)1. i. Zip: /Tian CONTACT PERSON - person receiving all project communication Name: aesse, C47 1 1)7 Address: C •••Guine-- etS e-ertfrcic-hpf City: State: Zip: Phone: Fax: E ' : . MECHANICAL CONTRACTOR INFORMATION Company Name: ksi f; r 1- fi\ediankAl Address: 32422 c s 1- City: 0 l Statelil Zip:cigooz cot rkz Phone: 2.s- 267 qcf0Fax. Contr Reg No.:C.014 FoieffigiE,silDAte: L.Vis-A, Tukwila Business License No.: Ems -CfiCM,S" Valuation of project (contractor's bid price): $ 2 if 78S- Describe the scope of work in detail: ...1-05-14/( iq-443.1 etnd t ERV SeJ-ve- Use: Residential: New D Replacement Commercial: New r2 Replacement Fuel Type: Electric Gas Other: 11:1Applicat ions \ Forms -Applications On Line \ 2016 Applications \Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/walUfloor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — commiindustrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment 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. Maxiniurn 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 d(A) Industrial ' 60 dB(A) 50 dB(A) 65 dB(A) ' 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday.and 8AM-10PM, Saturday, Sunday and State -recognized -holidays: • A few sounds are exempt from the noise'code, • Warning devices; • Construction and propertY maintenance during the daytime hours (7am-lOpm); • Testing of backup Onerators 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 THATI HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRITE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO-ApPLY FOR THIS PERMIT. . , BUILDING OWNEIr4WT1IORIZED AGENT: Signature: Print Name: j-eSSe. Date: Vict// Day Telephone: Mailing Address: State Zip City HAApplicationsTorms-Applications On Line \ 20lb Applicatioris1Mecluinical Permit Application Revised 1-4-164o•ca Revised: January 2016 bb Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $505.38 M19-0066 Address: 18287 SEGALE PARK B DR Apn: 3523049119 $505.38 Credit Card Fee $14.72 Credit Card Fee 8000.369.908.00.00 0.00 $14,72 MECHANICAL $471.79 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $344.28 PLAN CHECK FEE R000.322.102.00.00 0.00 $94.36 TECHNOLOGY FEE $18.87 TECHNOLOGY FEE . TOTAL FEES PAID BY RECEIPT: R17460 R000.322.900.04.00 0.00 $18.87 . $505.38 Date Paid: Monday, April 22, 2019 Paid By: JESSE CHUTICH Pay Method: CREDIT CARD 612244 Printed: Monday, April 22, 2019 2:45 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 04/22/2019 02:44:32 PM CREDIT CARD SALE VISA CARD NUMBER: **********7666 K TRAN AMOUNT: $505.38 APPROVAL CD: 612244 RECORD #: 000 CLERK ID: kandace Thank you! Customer Copy Frpt----1 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 Line (206) 438-9350 Pro ect: Typ of I spection: so -AL Address: 1.3245- 5..,c.de Date Called: Special lnstruttions: Date Wanted: a.m.- 13.1/1- Requester: ...s (4_ Phone No: 2 6 6 3328' pproved per applicable codes. Corrections required prior to approval. nspector. e: 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 TION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 QApproved per applicable codes. [ Corrections required prior to approval. COMMENTS: ritNeac... Fes ns pecto Date: 1a REINSPECTION FEE REQUIRED. Prior to next inspection, ee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to sc 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 Line (206) 438-9350 'Poject: Type of Inspection: . Address: Date Called: Spec*al Instructions: Date Wanted: Requester: Phone No: 3 3;66 a proved per applicable codes. Corrections required prior to approval. 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. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of In ection: Addres : frl tS ? � e 4.,_ .bate Calle�d: L , ' -." Special Instructions: Date Wanted: "— fic/ p.rn. 'Requestei: : Phone No: Approved per applicable codes. Corrections required prior to approval. pector: " Date: REINSPECTIO 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 Line (206) 438-9350 rtottot coWe, Project, Type of Insp on: _ Address: Date Called: Special Instructions: I �r S►-PC Date Wanted:rn." Requester: Phone No: , . 00Z Liza) I proved per applicable codes. Corrections required prior to approval. 0Il1Il TENTS: nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 2 2019 PERMIT CENTER 10' tt> 4, \NA•(3/.., • ov IN 4 k • a, 01, i 8959 * , °RAI. to • kS"'s-,, " • 0. ollifaris• • * • STRUCTURAL CALCULATIONS Bridgestone RTU 19298 Segale Park B Drive Tukwila, Washington APRIL 17, 2019 PREPARED FOR: Comfort Mechanical 3202 C Street NE Auburn, Washington 98002 PREPARED BY: Moore Engineering Group PO Box 399 Snohomish, Washington FIL Moore Engineering Group GENERAL STRUCTURAL NOTES: 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THESE NOTES AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. 2, DESIGN LOADING CRITERIA: ROOF LIVE LOAD 25 PSF MECHANICAL UNIT 719 POUNDS EARTHQUAKE SDS = 0.919 SITE CLASS D to E WIND 110 MPH, EXPOSURE B, Kzt= 1.0 3. STRUCTURAL CALCULATIONS AND SKETCHES SHALL BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE SKETCHES ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE SKETCHES, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 6, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR THE COMPLETION OF THE WORK. 7. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) HEM -FIR NO. 2 Fb = 850 PSI, Fv = 150 PSI 8. TIMBER CONNECTORS CALLED OUT BY LE 11FRS AND NUMBERS SHALL BE "STRONG - TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C-2017. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 9. SHEET METAL SCREWS SHALL CONFORM TO THE AMERICAN IRON AND STEEL INSTITU 1'h (AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 10. WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.6.1. 11. METAL STRAPS FOR ANCHORAGE OF MECHANICAL UNITS SHALL CONFORM TO ASTM A446 GRADE A WITH A MINIMUM YIELD STRESS OF 33 KIPS PER SQUARE INCH. 12. CONNECT THE METAL CURB TO THE WOOD ROOF STRUCTURE WITH #12 x 2" LONG WOOD SCREWS AT 12" ON-CEN I'ER ON EACH SIDE OF THE UNIT. PLACE ONE SCREW AT 6" TO 8" FROM EACH CORNER OF THE UNIT AND THE REMAINING SCREWS EQUALLY SPACED BETWEEN THE CORNERS. 13. CONNECT THE UNITS TO THE METAL CURBS WITH #12 SHEET METAL SCREWS AT 24" ON -CENTER ON EACH SIDE OF THE UNIT. PLACE ONE SCREW AT 6" TO 8" FROM EACH CORNER OF THE UNIT AND THE REMAINING SCREWS EQUALLY SPACED BETWEEN THE CORNERS. 14. AS AN OPTION, CONNECT THE NEW UNITS TO THE METAL CURB ADAPTERS WITH FOUR (4) 18 GAGE x 2-1/2" WIDE GALVANIZED METAL STRAP WITH (3) 412 SHEET METAL SCREWS INTO BOTH THE UNIT AND CURB IN EACH CORNER ALONG THE LENGTH OF THE UNIT AS SHOWN ON THE ATTACHED DETAIL. IA C 4*\1 1 u rr 54-1 E. E l ETV F Moore Engineering Group PR©JECT: BRIDGESTONE RTU ENGR: KWM DATE: 4/17/19 SCALE: SHEET L4 Moore Engineering Group PROJECT: ENGR: I4V DATE: 4/t / 19 SCALE: 44, SHEET PROTECT DESCRIPTION: LOADS: LIVE DEAD DEAD + LIVE WIND SEISMIC EQUIPMENT Unit Economizer Curb Total Dimensions The project consists of a new rooftop mechanical unit. Roofing and re -roof 1/2" plywood sheathing 2x4 @ 24" on -center 4x14 @ 8' on -center Glulam beam at 20' o.c. Insulation MEP Ceiling & Lights 4.0 1.5 0.7 1.6 2.2 1.0 2.0 2.0 Total Dead 15 110 mph, Exposure B Latitude Longitude Site Class SDs (D) = Sips (E) = SDS = 25 PSF 40 PSF 47.438 -122.259 D to E WA DNR 0.868 0.781 0.825 New RTU-1 554 50 115 719 pounds 74"x47"x45" high Moore Engineering Group PROJECT: BRIDGESTONE RTU ENGR: KWM DATE: 4/ 17/ 19 SCALE: SHEET 4/17/2019 ATC Hazards by Location OTCHazards by Location Search Information Address: 317 NW 41st St, Seattle, WA 98107, USA Coordinates: 47.6565396,-122.36149869999997 Elevation: 50 ft Timestamp: 2019-04-17T16:13:40.881Z Hazard Type: Seismic Reference Document: IBC-2015 Risk Category: it Slte Class: D MCER Horizontal Response Spectrum Sa(g) 1.20 1.00 0.80 0.60 0.40 0.20 0.00 0 0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) Clyat 'c trt. t 1 P0X�. Oly•iplc Notional Fere;;t Go,;gie Design Horizontal Response Spectrum Sa(g) 0.80 0.60 0.40 0.20 0.00 Basic Parameters Name Value Description Ss 1.302 MCER ground motion (period=0.2s) Si 0.506 MCER ground motion (period=l.0s) SMS 1.302 Site -modified spectral acceleration value SM1 0.759 Site -modified spectral acceleration value SOS 0.868 Numeric seismic design value at 0.2s SA SD1 0.506 Numeric seismic design value at 1.0s SA •Addltional Information Name Value Description SDC D Seismic design category Fe 1 Site amplification factor at 0.2s Fv 1.5 Site amplification factor at 1.0s CRS 0.988 Coefficient of risk (0.2s) CR1 0.954 Coefficient of risk (1.0s) PGA 0.527 MCEG peak ground acceleration FpG, 1 Site amplification factor at PGA PGAM 0.527 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.302 Probabilistic risk -targeted ground motion (0.2s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 SsUH 1.318 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.506 Probabilistic risk -targeted ground motion (1.os) S1UH 0.53 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored determinlstic acceleration value (1.0s) PGAd 0.6 Factored deterministic acceleration value (PGA) rrnimeytveren '.. Island TenmmA Period (s) Map r'Reporra map:error; I�% The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any https://hazards.atcouncil.org/#/seismic?lat=47.65653968dng=-122.361498699999978raddress=317 NW 41st St%2C Seattle%2C WA 98107%2C USA 1/2 4/17/2019 ATC Hazards by Location ATCHazards by Location Search Information Address: 317 NW 41st St, Seattle, WA 98107, USA Coordinates: 47.6565396,-122,36149869999997 Elevation: 50 ft Tlmestamp: 2019-04-17T16;14;18.491Z Hazard Type: Seismic Reference Document: IBC-2015 Risk Category: II Site Class: E MCER Horizontal Response Spectrum sale) 1.20 1,00 0.80 0, 0.40 0.20 0.00 0 0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) Design Horizontal Response Spectrum Sa(g) 0.80 0.60 0.40 0.20 0.00 Bask Parameters Name Value Description Ss 1.302 MCER ground motion (perlod�.2s) Si 0.506 MCER ground motion (period=1.0s) SMs 1.172 Site -modified spectral acceleration value SM1 1.214 Site -modified spectral acceleration value Sps 0.781 Numeric seismic design value at 0.2s SA Sot 0.809 Numetic seismic design value at 1.0s SA 0 0 1,0 2.0 3.0 4.0 5.0 6.0 7.0 -Additional Information Narne Value Description SDC D Seismic design category Fe 0.9 Site amplification factor at 0.2s Fv 2.4 Site amplification factor at 1.0s CRs 0.988 Coefficient of risk (0.2s) CR1 0.954 Coefficient of risk (1.0s) PGA 0.527 MCEG peak ground acceleration FpGA 0.9 Site amplification factor at PGA PGAM 0.475 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.302 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.318 Factored uniform -hazard spectral acceleration (2% exceedance In 50 years) Ss0 1.5 Factored deterministic acceleraUon value (0.2s) S1RT 0.506 Probabilistic risk -targeted ground motion (1.0s) b 0 SIUH 0.53 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.6 Factored deterministic acceleration value (PGA) Period (s) The results Indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.. Users Should confirm any https://hazards.atcouncil.org/Nseismic?lat=47.6565396&Ing=-122.36149869999997&address=317 NW 41st St%2C Seattle%2C WA 98107%2C USA 1/2 Performance Summary For 4T GasEle Project: Bridgestone Prepared By: 04/12/201 g 09:48AM Part Number:48KC©A05A2A6.0A0A0 ARI SEER:__ Base Unit Dimensions Unit Length: Unit Width:____._____.___ _...__,.._... Unit Height__ _ .. _ Operating Weight Base Unit Weight:..._.._..._.,__.__..__ Medium Static Option Belt Drive: Accessories 14-inch Tall Roof Curb:.__._.,_.. Total Operating Weight:.__.____.___,__.________,.,____,._._, 14.00 _,74.4 in __._.___,_46.8 in ,,.,,..._..___._,----,__,_...__.,.__m_..__.__.,. ,4 to _.,-.:544 lb 10 lb lb .___________________ .669 lb Unit Unit Voltage -Phase -Hertz:_..-.,_.__.___ Air Discharge:..__ Fan Drive Type:____,__,,.__._._______..__.._ Site Altitude:, _460-3-60 ...._ .._.Vertical -- _Belt ___1600 CFM ___._0 ft Cooling Performance Condenser Entering Air DB:_.,.__._..__....,....._,....,._..___.._._., ___.,,__,. _,_._._ _ .. _ __.,_.. ,..___m__ _ _96.0 F Evaporator Entering Air DB:... _ .._,__..,_ _______._,_..__ ..._.._ _..._ _. _._.80.0 F Evaporator Entering Air WB:, 67.0 F _31.44 BTU/lb 58.3 Evaporator Leaving Air WB:. __ _ __.__.,... ,._ _... ,. _,....._..._ _...... __ 57.4 F Evaporator Leaving Air Enthalpy:_24.67 BTU/lb 4 Gross Cooling Capacity __.___ _ .. __.. .,..___._. _._.__— _ __..._.. _._�.73 MBH Gross Sensible Capacity ___.. _...... __..,.. ,._._.._ ,m....__ ... r . _ ._.,__._.._ ._,_ .._.__m. 37.51 MBH Compressor Power Input:.._. _ __ ____.__... _ _..___, ._, ..,._. _. ..._ _. _.... _,__..4.00 kW Coil Bypass Factor 0.146 Entering Air Enthalpy:.. _ Evaporator Leaving Air DB:.. ._........ Heating Performance Heating Airflow:..,...._.,_,., Entering Air Temp:_. _.......,.._.., Leaving Air Temp: Gas Heating Input Capacity:_.._._ Gas Heating Output Capacity_ Temperature Rise:._.__._.._.. Thermal Efficiency (%):,_ ,1600 CFM _ _70.0 F 104.1 F _ __72.0 MBH 59.0 MBH _34.1 F 82,0 Supply Fan External Static Pressure:._ _ _ .... __,_._.___.__.____.__ .. _._ _ .____0.60 in wg Options / Accessories Static Pressure Economizer_ _0.07 in wg Total Application Static (ESP + Unit Opts/Acc.): _�..___ _______—__ ___.____—„__.. ,__0.67 in wg FanRPM:_.... ___ __..... __... .._ ____._._.._,,,,.____...__ ._._..__,. ...___,._ .._ _._1162 Fan Power: _. _._., _ _ ..._.__...____ _. _ ..._.. _____0.85 BHP NOTE____ ______..__....___ .. _ _._.. __ _ _Selected IFM RPM Range: 920 -1303 Electrical Data Voltage Range__..,____ Compressor #1 RLA:.,._ Compressor #1 LRA• Outdoor Fan Motor Qty: .414 - 506 __._..._.6.2 .41 -,.,_0.8 Packaged Rooftop Builder 1,49q Page 8 of 11 )MicroMetI Date: 7125/2018 Weights: 491bs122,23kg Units: Part Number: ECD-SRT12CA•D2DH Submitted To: shum irefcotom IJob: Notes: Economizer- Ultra Low Leak Economizer, Vertical Orientation, Honeywell Jade W7220 SinglelMulGple Speed Eleedromedranical Controller, Adjustable Dry Bulb Sensor, Honeywell Actuator. Painted Rain Hood Wth Aluminum Filter, Barometric Relief, A6 Necessary Panels And Hardware Included. Economiser Harness with PL6 Plug —' Cornmuniaring Actuator External Gear Driven Dampers Outside Air Sensor Knockouts for Wiring for Optional Prop Power Exhaust Barometric Relief Damper Fitter Access Deaf Provided on Unit E H 17 to ide View The In%rmatlon contained in this drawing Is the sole property of Micrometl Corporation, Any reproduction in part or whole without the written permission of Micrometl Corporation is prohibtled. Indianaporis_3039 N. Shadeland Ave„ Indianapolis, IN 46226 800.MMC.HVAC N, Sparks_905 Southern Way, Spada, NV 89431_600.864.AMMC N Longview_201 Kodak Bind„ Longview, TX 75602_903.248.4E4 Certified Drawing for 4T GasEle Prgect Bridgestone Prepared By 04/1212019 09:48AM IOTE3: I. 01M 63I013 44 16 1603 O14E41060 III 3 RE Ir NI0.23 Eh. 1, can 3< 1114111 1.003a(LI1010361RFIX 0111 3 111 P47EI I6 11 NZ; 33 116 I L 116 I 14 116 ( 14411 11n1 f I3A3 rim Ps Sit° line 11161i0 466C % 41 316 110111 14 116 I 16 116 11111 f 14121 111(6 40(33 P011. 11CCl-13S3I CDIW. 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I4i6 31116 13331 f 1111 14 316 (I6661 ..... 31 1/4 IT111 FRONT 58111.1 4 AI! f a3a10 RIGHT aW 09.16'14 48KC 04.06 SINGLE ZONE ELECTRICAL COOLING WITH GAS NEAT 48KC000281 Ott Packaged Rooftop Builder 1,49q Page 4 of 11 Certified Drawing for 4T GasEle Project Bridgestone Prepared By: 0411212019 O9:48AM 3331 STR,131 103337 06 1E3 311611 111 4410E6 141613 (11 0013E1 4)1671 Iti OW 411641 to) CA. NE36NT as. >ta. 76. as, 1R, /SF. 6s, 167. 33344 463 221 13* SI 111 SS 113 N 133 '11 313/4tsar 143/4141E1 1/1111481 Olt 44 Sot 344 170 9 111 31 141 G 111 44 34 3(4 11731 11 All 3211 11 116 (4111 281116111 C N Hl 114 141 14 19 11 134 ?1 113 14 3)110 (4133 13133(3331 43 33 (1313 106 637 1111T NO 11TIgp1 AC3101Ri. lltti1i9RI13, 3EEE3 T7113 1100041 OA A C 1*503, CORNER A CORNER 6 RN ER C 10F FRONT 01311D a.�w 1E011144X1ES aux, a CORIER +9 a w[ N$131z 1M Na N[aa+[m! MIT I6l[4* 3 uCamu a anus. am ai[ 09.16.14 48NC 01.06 SINGLE ZONE ELECTRICAL COOLING WITH GAS HEAT 48M000028I Packaged Rooftop Builder 1.49q Page 5 of 11 m MicroMet! Date: Weigh (US) 42.184 (Metric) Part Number: 0537-014A-00010 RTU: Su mitted to: Approved by: Notes: 14 Inches Tall Non InsuIated Full Perimeter Knockdown Roof Curb Without Pitch, Insulated Deck Pan If Applicable, Includes Wood Nailer, Se 11 CROSS SECTION OF CURB A - I.D. B LD. C • 0.D. D • 04. E F G H I 67.37 37.18 40.68 70.87 13.87 20 25 32.06 13 62 1.75 DmmerilsThePropagcMiothiCapcntca AM Daktrat Upea The &pm Capiticm UT* Ccntav wil Nos al Otrdasal Ot Uted %tut Mkt, Vitai Coma Mitoliel Resents The MOOG Ciscantio, Or Chile Wirt Thi,Speer Mon & kip WtoutAsrf Natte Meng ObLIpikm. !Auto/mien, 0001A Page 1A Indianapolis_3035 N. ShadelaridAve„ Indianapit, 1 c. AC Sparks_905 Southern lAtni, Spat, NV 89431.800.884,411AMC - Longview 201 k „ Longview, TX15602_903.248.4800 Z1-.1 Moore Engineering Group PROJECT: IZI 6C;E d —01',1 ��- ? ,u ENGR: DATE: SCALE: SHEET SEISMIC: WIND: Fp = (0.4* ap * SDS* Wp Rp/ Ip)(1 + 2*z/h) Fp = (0.4* 2.5 * 0.825 * 719 / 6.0/1.0)(1 + 2*25/ 25) Fp = 297 pounds qz = 0.00256*Kz*Kzt* *V2* Ip Ip = 1.0 Kd = 0.85 Kzt = 1.0 Ke =1.0 K= 0.66 V = 110 mph qz = 17.4 pounds per square foot ASCE reference 13.3-1 ASCE reference 26.10-1 Table 26.6-1 26.8.2 26.9 26.10-1 Af = 74 * 45/144 = 23.1 square feet 29.4 Bh = (74/12)*25 = 154 square feet 0.1Bh = 15.4 square feet 0.9/(154 - 15.4) = x/23.1, x = 0.15 GCr = 1.9 - 0.15 = 1.75 29.4.1 h/d = 45/44 = 1.02 Ar = 74*44/144 = 22.6 square feet 29.4.1 qh =17.4 psf 29.4.1 Fh = qh * GCr * Af = 17.4*1.75*23.1 = 703# 29.4.2 Fv = qh* GCr * Ar -17.4*1.75*22.6 = 688# 29.4.3 W = 719# > 688# = Fv no uplift Moore Engineering Group PROJECT; BRIDGESTONE RTU ENGR: KWM DATE: 4/ 17/ 1 9 SCALE: ((P SHEET Moore Engineering Group PROJECT: ENGR: DATE: SCALE: rG� SHEET 1(0 RECEIVED CITY OF TUKWILA APR 2 2 2019 REVIEWET CNTR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION 0,01•11114 40 \V Vili,Ss /WA (C, • •rinireis Wit f-/i STRUCTURAL CALCULATIONS Bridgestone RTU 19298 Segale Park B Drive Tukwila, Washington APRIL 17, 2019 PREPARED FOR: Comfort Mechanical 3202 C Street NE Auburn, Washington 98002 PREPARED Moore Engineering Group PO Box 399 Snohomish, Washington FI Moore Engineering Group GENERAL STRUCTURAL NOTES: 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THESE NO IES AND THE INII:RNATIONAL BUILDING CODE (IBC), 2015 EDITION. 2. DESIGN LOADING CRITERIA: ROOF LIVE LOAD 25 PSF MECHANICAL UNIT 719 POUNDS EARTHQUAKE SDS = 0.919 SITE CLASS D to E WIND 110 MPH, EXPOSURE B, Kam= 1.0 STRUCTURAL CALCULATIONS AND SKETCHES SHALL BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE SKETCHES ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE SKETCHES, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR THE COMPLETION OF THE WORK. 7. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) HEM -FIR NO. 2 Fb = 850 PSI, Fv = 150 PSI 8. TIMBER CONNECTORS CALLED OUT BY LE 1'1ERS AND NUMBERS SHALL BE "STRONG - TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C-2017. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 9. SHEET METAL SCREWS SHALL CONFORM TO THE AMERICAN IRON AND STEEL INSTITU FE (AISI) "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 10. WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.6.1. 11. METAL STRAPS FOR ANCHORAGE OF MECHANICAL UNITS SHALL CONFORM TO ASTM A446 GRADE A WITH A MINIMUM YIELD STRESS OF 33 KIPS PER SQUARE INCH. 12. CONNECT THE METAL CURB TO THE WOOD ROOF STRUCTURE WITH #12 x 2" LONG WOOD SCREWS AT 12" ON -CENTER ON EACH SIDE OF THE UNIT. PLACE ONE SCREW AT 6" TO 8" FROM EACH CORNER OF THE UNIT AND THE REMAINING SCREWS EQUALLY SPACED BETWEEN THE CORNERS. 13. CONNECT THE UNITS TO THE METAL CURBS WITH #12 SHEET METAL SCREWS AT 24" ON -CENTER ON EACH SIDE OF THE UNIT. PLACE ONE SCREW AT 6" TO 8" FROM EACH CORNER OF THE UNIT AND THE REMAINING SCREWS EQUALLY SPACED BETWEEN THE CORNERS. 14. AS AN OPTION, CONNECT THE NEW UNITS TO THE METAL CURB ADAPTERS WITH FOUR (4) 18 GAGE x 2-1/2" WIDE GALVANIZED METAL STRAP WITH (3) #12 SHEET METAL SCREWS INTO BOTH THE UNIT AND CURB IN EACH CORNER ALONG THE LENGTH OF THE UNIT AS SHOWN ON THE ATTACHED DETAIL. r / i't. L. k[E O(_ Moore Engineering Group PROJECT: BRIDGESTONE RTU ENGR: KWM DATE: 4/17/19 SCALE: SHEET Moore Engineering Group %ti 72:o') :L q S or: 4.:I1cC 4/, .L-US 4-f4 Gtb f3 Q.C.-i (` -1P raT PROJECT: bq ENGR: I V DATE: 47 i/ i SCALE: oc L . SHEET PROJECT DESCRIPTION: The project consists of a new rooftop mechanical. LOADS: LIVE DEAD Roofing and re -roof 4.0 1/2" plywood sheathing 1.5 2x4 @ 24" on -center 0.7 4x14 @ 8' on -center 1.6 Glulam beam at 20' o.c. 2.2 Insulation 1.0 MEP 2.0 Ceiling & Lights 2.0 25 PSF Total Dead 15 DEAD + LIVE 40 PSF WIND 110 mph, Exposure B SEISMIC Latitude 47.438 Longitude -122.259 Site Class D to E WA DNR SDs (D) = 0.868 SDs (E) = 0.781 SDs = 0.825 EQUIPMENT New RTU-1 Unit 554 Economizer 50 Curb 115 Total 719 pounds Dimensions 74"x47"x45" high Moore Engineering Group PROJECT: BRIDGESTONE RTU ENGR: KWM DATE: 4/17/19 SCALE: SHEET 4/17/2019 ATC Hazards by Location OTCHazards by Location Search Information Address: 317 NW 41st St, Seattle, WA 98107, USA Coordinates: 47.6565396,-122.36149869999997 Elevation: 50 ft TImestamp: 2019-04-17T16:13:40.881 Z Hazard Type: Seismic Reference Document: IBC-2015 Risk Category: II Site Class: D Oiy a1.Fffrk Olym tdationa. l-q Gcr,gle. MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(9) 1.20 1,00 0,80 0.60 0.40 0.20 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) sa(g) 0.80 0.60 0.40 0.20 0.00 Basic Parameters Name Value Description SS 1.302 MCER ground motion (perlod=0.2s) Si 0.506 MCER ground motion (period=1.0s) SMS 1.302 Site -modified spectral acceleration value SM1 0.759 Site -modified spectral acceleration value SDS 0.868 Numeric seismic design value at 0.2s SA SD1 0.506 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC D Seismic design category Fe 1 Site amplification factor at 0.2s Fa 1.5 Site amplification factor at 1.0s CRS 0.988 Coefficient of risk (0.2s) CR1 0.954 Coefficient of risk (1.os) PGA 0.527 MCER peak ground acceleration Fp0A 1 Site amplification factor at PGA PGAM 0.527 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.302 Probabilistic risk -targeted ground motion (0.2s) 0 0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 SsUH 1,318 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.506 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.53 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value (1.os) PGAd 0.6 Factored deterministic acceleration value (PGA) vY ednoa by sett 50 ft Redmond Seattle: p KeM u Period (s) Map ,'Reporra Map; enar, 0/Iv The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any https://hazards.atcouncil.org/#/seismic?lat=47.6565396&Ing=-122.36149869999997&address=317 NW 41st St%2C Seattle%2C WA 98107%2C USA 1/2 4/17/2019 ATC Hazards by Location L1TCHazards by Location Search Information Address: 317 NW 41st St, Seattle, WA 98107, USA otyrioc Coordinates: 47.6565396. -122.36149869999997 tioilol Pork Elevation: 50 6 Tlmestamp: 2019-04-17716:14:18.491Z alyolpre. Hazard Type: Seismic N8litinift FoieSt Reference Document: IBC-2015 Risk Category: It Site Class: MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) 1.20 1,00 0.80 0.60 0.40 0.20 0.00 0 D 1.0 2,0 3.0 4.0 5.0 6.0 7.0 Period (s) Se(g) 0.80 0.60 0.40 0.20 0.00 Basic Parameters Name Value Description Ss 1,302 MCER ground motion (perlod=0.2s) Si 0.506 MCER ground motion (period=1.0s) Sms 1.172 Site -modified spectral acceleration value Smi 1,214 Site -modified spectral acceleration value Sps 0.781 Numeric seismic design value at 02s SA Sol 0.809 Numeric seismic design value at 1.0s SA -Additional Information Name Value Description SOC 0 Seismic design category F. 0.9 Site amplification factor at 0.2s F. 2.4 Site amplification factor at 1.0s CRs 0.888 Coefficient of risk (0.2s) 0.954 Coefficient of risk (1.0s) PGA 0.527 MCE0 peak ground acceleration FPGA 0.9 Site amplification factor at PGA PG A.4 0.475 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.302 Probabilistic risk -targeted ground motion (0.2s) Go 4 ‘g!e rili3 lonioceytweet1 litand o 50 ft. dnxand Seattle ° 447 Kent Tornenn 00 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) SsUH 1.318 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (02s) S1RT 0.506 Probabilistic risk -targeted ground motion (1,0s) S1UH 0.53 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) 910 0.6 Factored deterministic acceleration value (1.0s) PGAd 0,8 Factored deterministic acceleration value (PGA) 1;1 'map i:Report steal) error The results Indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building coda adoption proces:L Users should confirm any https://hazards.atcounciforg/#/seisrnic?lat=47.6565396&Ing=-122.361498699999978Laddress=317 NW 41st St%2C Seattie%2C WA 98107%2C USA 1/2 Project: Bridgestone Prepared By: Performance Summary For 4T GasEle 04/12/2019 09:48AM Part Num ber:48KCDA05A2A6-0A0A0 ARI SEER* . „ Base Unit Dimensions Unit Unit Unit Height* Operating Weight Base Unit Weight; .... Medium Static Option Belt Drive* Accessories 14-inch Tall Roof Curb: Total Operating Weight: Unit Unit Voltage-Phase-Heriz* Air Discharge:. Fan Drive Type* Actual Airflow* Site 14.00 __74.4 in in In 544 lb .10 Pb _115 Ib 669 Ib _Vertical _.Belt _1600 CFM ft Cooling Performance Condenser Entering Air _96.0 F Evaporator Entering Air DB: .80.0 F Evaporator Entering Air WB:. _67.0 F Entering Alr Enthalpy. _31.44 BTU/Ib Evaporator Leaving Air DB:„ _58.3 F Evaporator Leaving Air WB* 57 4 F Evaporator Leaving Air Enthalpy:_____ _24.67 BTU/lb Gross Cooling Capacity 48.73 MBH Gross Sensible Capacity37 51 MBH Compressor Power ___4.00 kW Coil Bypass Factor:. _9./46 Heating Performance Heating Airflow: Entering Air Temp' Leaving Air Temp' Gas Heating Input Capacity* Gas Heating Output Capacity: Temperature Rise:. Thermal Efficiency (%) 1900 CFM 70 0 F 104.1 F 72 0 MBH MBH 34.1 F 82 0 Supply Fan External Static Pressure* Options / Accessories Static Pressure Economizer Total Application Static (ESP + Unit Opts/Acc )* Fan RPM* Fan Power NOTE* Electrical Data Voltage Range - 060 in wg 0.07 in wg _9.67 in wg 1152 0.85 BHP .Selected IFM RPM Range: 920 - 1303 Compressor #1 RLA:______ Compressor #1 LRA* Outdoor Fan Motor Qty* Outdoor Fan FLA (ea)* _414 - 606 6.2 41 1 0 8 Packaged Rooftop Builder 1.49q Mi eroMeti Date; 712512018 Weights: 49Ibs122.23kg Units: Part Number, ECD-SRT12CA-D2DH Submitted To: shumphnes@aireto.com Job: Notes. Economizer - Ultra Low Leak Economizer, vertical Orientation, Honeywell Jade W1220 SinglelMulliple Speed Electromechanical Controller, Adjustable Dry Bulb Sensor, Honeywell Actuator, Painted Rain Hood With Aluminum Filter, Barometric Relief, All Necessary Panels And Hardware Included, Economizer Names, with PL6 Plug Communicating Actuator Extemal Gear Driven Dampers Outside Air Sensor Knockouts tor Wring for Optional Prop Power Exhaust 16" arometric Reef Damper Filter Access Door Provided on Unit Side View The information contained in this drawing Is the sole property of Micrornetf Corporation, Any reproduction in pail or whole without thewrbten ds_3035 N. Shadeland Ave., Indianapds, IN 4 ission of Micromeb Corporation is prohibited. 6 800.MMC.HVAC Sparks 905 Southern way, Sparks, NV 69431_800.884.41MC LongView_201 KodalcEilvd., Longview, 1X 7 2_903244800 Certified Drawing for 4T GasEle Project Bridgestone Prepared By: 04/1212019 09:48AM 10113: 1, 014171013 Alt II MCC 01M(031011 II 1 1 it II 8I1.04(161S. 1, MID 01 6146111 3. 11116111011 01 41I ROC 6111 J 1 II 18,13EI I U 11311 UAC Oa 1.1 14111 111711 4 III 116 1141171 '41M( OS 313(0 16411 14 110 11111 16 3(0 14111 411006 11 111 116111 14 1/6 13111 16 110 11121 WO NC(1S Nat 11(q•U331 03(31 ACCESS NNI1(II COIL 111071 0011 66C831 1411(1 ' Moe 11:1 ' S' ,I 'r (1 BACK 1151 41 )14 111111 LEFT NDIE ld/S 1111 14141 44 31•111 1)316 0111(1 1.1. 101 YM 1I(001041(1 60031. n UI11(I (711 1111 Imn3n 1114E !marl M cal* 40M011(1m IW If 6411110 arm 11,1 311QII Dom Iul 11 cOf11111 nu lot 114 clmll m VR/ ll4l WVU 4drmnue'l Nllll Wu1. lPl 1ln f Inc mem1011m1714 4ms 401CenIrv! 11n 0I 777m Irl m tp1141, — - 1 EC010MI1(R NMII 101110111.1 ti 14061 16'va 1 l IRS I I1•I/6 14 (II 11.114 14111 will 1901 I I I 161161111 DI3f0XME(1 SEE 167014E 0,11E DOT 21.311 — 11311 IE1U6A 1111 (A11.—. C010(NS41( 8411 61E41166 1164E64 11.114 1311 surrtl 411 6.114 .I1S1 C00 C1101 4CCIS1 !MU __.5 j 413E 11111 0000 TO? 111 1. U' I2 74111 (13101 31.114 11131 t1 It il•3/1 III I Il II SYI1l1 A11 .1� 13/I I3.1(0 ' 1131 13611 — 11.112 -- 1 of l 110001 O(0Mf1 ACCESS (ONICC11011 Slit( 1 I/O' MI DIA f1ELD MI 381011 CI 6 1' 1361 DIA 104R SUP1l1 NMOUON t 1 3/1' 1511 DUI 6416E ALIAS 1106 1 1/I' I111 01A finl 10N11011I1161 I131f ( 1/4••I4 611 C0v0El1A1E pull ( 112'•I4 API 6l5 COIMEC110N 6 t Ill' lilt D(A MO SUPIl1 IN006.001 110114N1.1Asf CN661 16ESI 401ES AE001116 NI USE (6114711001401, 003401 144UDE0 131f 101 NOl( CON0011 312t 0St $11f3 IMIS, I M 111' ACC, 1/0' Ill.il.. ( lir 24V 1/6' 103.11 1 4 1/4' 1001,0011 10110 1 I10' 171.11 3.. 10011 I@' f11 D.IS 1 3/16'111.01 161 '111U'1M(-041(P46' 7107(01 011108, 0311140 131 OIl1 4,1, 11 AAE PROVIDED 6((10 II110A 314' 01 14' 100 101E1, DIPENONNO 01 IRE SIZE 11011 1IOMID(3 114' i111N0U CURD fu1o11 f111111. FRONT Ai, r f All ♦i u6M RIGHT 4(6 09.16.14 IM MO 4BAC 04.06 SINGLE ZONE ELECTRICAL COOLING WITH GAS HEAT 48KC000281 m Packaged Rooftop Builder 1.49q Page 4 of 11 Certified Drawing for 4T GasEle Project Bridgestone Prepared By: 04/1212019 09:48AM 0401 Pt OMIT 11116111 101111 1E1001 141 40 SS 101541 161 00 0110 MEI 1111 101111 1E16H1 tot I.1. KE16NT 113. 10. IBS. 16. Us. N0. I03, 61. US. 1fi, 3 1 1 401611 410 (00 110 14 11i 31 133 N 133 11 313N 19061 24 344 11111 11 1/114111 4440 03 94 144 130 30 116 31 163 14 114 iM 31 3(4 11331 11 3/111201 11110 (IN 401301 531 110 111 11 111 11 I34 11 116 44 N 1M111QI 00113 13911 3411011111 mom 0411MINI 1S 1111 Sol 616 EAT NO VW ACf16144. f01014E10(11011410 430E0001116,111311011E 11000110140414100, CORNER A CORNER 0 0 TOP FRONT (gm f.v. a MN 11CNN040 lES num. n CA4I3EI tun Iat WW1 11 n1 f lain a W W! DVa111u an 1a1u10 na nn((0ta0 mow Tat 01 0atmu 1ul ai 1t AMMO 1100 MAR 1W0 maounu7 611111 mma. 9Ea001 VIM tunes 111a11gn m0 m aa0lnl h1t NOVA{ • 1¢Paal04ROM CORNER 8 CORNS 11001 1031 all 09.18 14 aN1a10 48NC 04.06 SINGLE ZONE ELECTRICAL COOLING WITH GAS HEAT 48N0000281 Packaged Rooftop Builder 1.49q Page 5 of 11 MicroMetl Date: Weight 931bs (US) 42.18kg (Metric) Part Number: 0537.014A-00010 RTU: Submitted to: Approved by: Notes: 14 Inches Tall Non Insulated Full Perimeter Knockdown Roof Curb Without Pitch, Insulated Deck Pan If Applicable, Includes Wood Nailer. Openngfor thru Blocked top the bottomelectrical corners connections CROSS SECTION OF CURS A-1.D. B•I.D. C.O.D. D.O.D. E F G HI 67.37 37,18 40.68 70.87 13.87 20.25 32.06 13.62 1.75 TN%Dwament bThe RvperryIXtdaoMd CagmdonAnd is Delivered Upon the Express Condition That Ile Comers Wa Not Be Ckcbeed Or Iked wen A Mkrotleto non Conon MkrolteeRomeo ThePophtTaC eendmv,OrCMnpeNAnyTam,Spielkedans1DeslpnWdhMWgNoSotInmdngChppedem. Mastersedsbn, 0001A P.gitRevsiorc 0001A Indianapolis 3035 N. Shadeland Ave., Indianapolis, IN 46226 800.MMC.HVAC ^ Sparks_905 Southern Way, Sparks, NV 89431 B00.884.4MMC ^ Longview 201 Kodak Blvd,, Longview, TX 75602_903.248.4800 Moore Engineering Group PROJECT: ENGR: Vq ©ATE: 44( '7/ SCALE: SHEET SEISMIC: WIND: Fp = (0.4* ap * SDS * Wp/ Rp/ Ip)(1 + 2*z/h) Fp = (0.4* 2.5 * 0.825 * 719 / 6.0/1.0)(1 + 2*25/25) Fp = 297 pounds qz = 0.00256*Kz*Kzt*Ici * Ip Ip = 1.0 Kd = 0.85 Kzt = 1.0 lc =1.0 K, = 0.66 V 110 mph qz = 17.4 pounds per square foot ASCE reference 13.3-1 ASCE reference 26.10-1 Table 26.6-1 26.8.2 26.9 26.10-1 Af = 74 * 45/144 = 23.1 square feet 29.4 Bh = (74/12)*25 = 154 square feet 0.1Bh = 15.4 square feet 0.9/(154 - 15.4) = x/23.1, x = 0.15 GCr = 1.9 - 0.15 = 1.75 29.4.1 h/d = 45/44 = 1.02 Ar = 74*44/144 = 22.6 square feet 29.4.1 qh =17.4 psf 29.4.1 Fh qh*GCr* Af = 17.4*1.75*23.1 = 703# 29.4.2 F, = qh* GCr * Ar =17.4*1.75*22.6 = 688# 29.4.3 W = 719# > 688# = Fs, no uplift Moore Engineering Group PROJECT: BRIDGESTONE RTU ENGR: KWM DATE: 4/ I 7/ 9 SCALE: SHEET Moore Engineering Group PROJECT: J ENGR: iAv V1 DATE: 4- f 7/ SCALE: ll SHEET AIR OUTLET T PROJECT SYSTEM: T REPORT MAKE cattier - MODEL NUMBER• l#PCDAQ6,jP3 FAN MOTOR: H.P.: MOTOR VOLT DATE:. TECH: M 1 Ph/MOTOR AMPS: 7 FAN MOTOR: BELT DRIVEN: DIRECT DRIVE: AREA SERVED SIZE AND TYPE DESIGN I PRELIMINARY I FINAL 1 AIR FLOW CFM AIR FLOW CFM AIR FLOW CFM SUPPLY SIJPPLY SUPPLY / SIJPPLY 4 / 0 SUPPLY / 7 SUPPLY 6 o SUPPLY 7 7 SIJPPLY 8 SUPPLY 9 SUPPLY . 10 11 /80 SUPPLY 11 SUPPLY 12 -r6-61 /600 isq/ SUPPLY 13 SUPPLY 14 SUPPLY 15 SUPPLY 16 ID a' 3OO '.43rtJ alo' 3o0 1 f' 3oo , RETURN r . RETURN i 1 O RETtJRN 7 Joc RETLTRN/ RETIJRN 9 TOTAL Iwo - REMARKS: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0066 DATE: 04/22/19 PROJECT NAME: CBRE SEATTLE SOUTH - VACANT SITE ADDRESS: 18287 SEGALE DR B X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: WI /0 Building Division Public Works A -NA t•IN Fire Prevention Structural Planning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/23/19 Structural Review Required REVIEWER'S INIT ALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 05/21/19 Approved with Conditions Denied (le: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg E3 Fire 0 Ping El PW 0 StaffInitials: 12/18/2013 Home &Tani)] Gintaet Safety & Health Claims & Insurance Washington State Department of k Labor & Industries Search L&I A-Z Index 'fell) :vly riSearch Workplace Rights Trades & Licensing COMFORT MECHANICAL INC Owner or tradesperson Principals JACKSON, SHIRLEY A, PRESIDENT JACKSON, HERB J, VICE PRESIDENT Doing business as COMFORT MECHANICAL INC WA UBI No. 601 954 041 3202 C ST NE AUBURN, WA 98002 425-251-9840 KING County Business type Corporation Governing persons HERB J JACKSON SHIRLEY A JACKSON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties Heating/Vent/Air-Conditioning and Refrig (HVAC/R) License no, COMFOM1015LA Effective — expiration 06/01/1999— 04/25/2020 Bond Lexon Ins Co Bond account no. 9815017 $6,000.00 Received by L&I Effective date 06/04/2012 06/01/2012 Expiration date Until Canceled Insurance AMCO Ins Co $1,000,000.00 Policy no. ACP3008276478 Received by L&I Effective date 06/05/2018 06/01/2018 Expiration date 06/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve Lawsuits against the bond or savings No lawsuits against the bond or savings accewits 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 L&I Account ID 973,224-00 Doing business as COMFORT MECHANICAL INC Estimated workers reported Quarter 1 of Year 2019 "11 to 20 Workers" L&I account contact T3 / KENT ANDERSON (360)902.6963 - Email: ANDN235@lni.wa.gov Do you know if the business has employees? If so, verify the business is up-to-date on workerscomp premiums. Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. rWashington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve 2015 Washington State Energy Code Com Iiance Forms for Commercial Buildings Including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Information Project Title: BRIDGESTONE LEASE Date 1/1/2015 Applicant Information. Provide contact Information forindividual who can respond to For Building Dept. Use Inquiries about compliance form information provided Company Name: COMFORT MECHANICAL ' Company Address:.. 3202 C ST NE AUBURN, WA 98002 Applicant Name:: JESSE CHUTICH Applicant Phone:. 426 2619840 ' Project Description ❑New Building . ❑Building Addition . E Tenant Improvement El system Retrofit [-]No System Changes Briefly describe mechanical systems in the text box provided INSTALL NEW 4-TON ROOFTOP UNIT. ❑Total Bldg Performance (TBP) . This path includes all mandatory provisions perC401.2 Option 2. MECH-SUM, MECH-CHK, and C407 Energy Analysis forms required. ❑ Load calculation summary ❑ MECH-LOAD-CALC Form Design Load Calculations Provide design load calculations for all mechanical systems and equipment serving the building heating, cooling or ventilating needs. If a load calculation summary is provided with the permit documents that includes bit applicable compliance information then the MECH-LOAD-CALC form Is not required. Mechanical Plans ❑ MECH-EQ Forms (TBD) Mechanical Schedules Indicate location of equipment compliance information. If provided on plans then MECH-EQ forms are not required, however, include on plans all applicable compliance information listed in MECH-EQ tables. ' DOAS is required per C403.6 effective July 1, 2017 (office, retail, education, library and fire station occupancies) All occupied, conditioned areas shall be served by a DOAS that delivers required ventilation alrin a manner that does not require space conditioning fan operation. Space conditioning fens cycled off when no heating or cooling is required. Dedicated Outdoor Air El Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS (C403.6, E eption 1) System Requirements and ❑ Ventilation and space conditioning provided by a HEVAV system per C403.7 in lieu of DOHS (C403.6, Exception High Efficiency VAV ❑ DOAS included in project, although not required (occupancy not office, retail, education, library or fire station) Alternate ., ❑ DOAS related allowances included in project: ❑ Prescriptive vertical fenestration maximum area allowance increased to 40%per C402.4,1.4 with 100% of conditioned floor area in building served by DOAS. Exception to air economizer per C403.3 Exception 1, Include MECH-ECONO.form. [I Project includes HVAC air distribution systems that provide heating and/or cooling If yes, provide a MECH-FANSYS -SUM form. Fan Polder ❑ For one or more systems, the total fan motor nameplate hp of all fans in HVAC system exceeds Shp. It yes, provide a separate MECH-FANSYS form for each HVAC system exceeding the 5 horsepower threshold. Refer to Section C403.2.I land MECH-FANSYS-DOC forrequirements and exceptions. , ❑ Hydronic chilled water; ❑ Water -loop heat pump Q No hydronic systems HVAC HydrOniC Systems ❑ Hydronio heating water ❑ Geothermal. ❑ C406.2 More efficient HVAC equipment and fan systems Requires 90% of heating and cooling capacity to be equipment listed in tables C403.2.3(1)-(9) or air -to -water heat pumps and heat recovery chillers. All equipment listed in. tables C403.2.3(1)-(7) must be 15% more etirclent than minimum requirements. All stand alone supply, return, and exhaust fans over 1hp must have FEQ a 71 and must be C406 Additional Efficiency selected within 10% of maximum total or static pressure. Options - Mechanical 0 C406.6 Dedicated outdoor air system (DOAS) Requires 90% of conditioned floor area to be served by a DOAS per C403.6 that delivers required ventilation elrin a manner that does not require space, conditioning fan operation. ❑ C406.7 Reduced energy in service water heating Requires 90% of floor area be in occupancy types listed in C408.7. I and that 60% of annual hot water energy use be provided by heat pump, waste heat recovery or solar water -heating systems. M 00 C7: CO. CO M h• CV N •. O ODLLM Lt.. ' LU. Q Z Z�.- 0 • 0). 1 U = o m ,Q1 N tri Ifto M Q dN ' W Parcel Number �870021-0120� Name N,'Ti6l INDUSTRIAL LTD PTNSHP20.15 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 0$EGALE PARK - $ DR ITEMaMMMOMMEM Site AddreSSIt 2015 Washin ton State Enerav Code Com liance Forms for Commercial Buildin s Includino R2 & R3 over 3 stories and all R1 Revised Janua 2017 v J Project Title: . BRIDGESTONE LEASE Date 1/1/2015 - For Building Dept. Use HVAC Air Distribution System Schedule List a11.H.VAC systems that have the capability to provide heating and/or cooling to the.spaces they serve. System or Primary Supply Fan ID. Speed Control . (Note 1) Description (Note 2) System Total Nameplate HP (Note 3) Fan Power Calculation Required (Note 4) . . RTU-1 . CV GAS PACK 0.85 No Note 1- Constant Volume (CO, Variable Air Volume (VA10, or Hospitatkab CV system that qualifies for VA budget per C403.2.11.1 Exception 1. Single zone VA systems shall comply as CV. Note 2 - Describe system type and list aii fans (or groups of fans) associated with the delivery and removal of conditioned air by the system. include all supply, retuMrelief, exhaust and exhaust hoods (>1 hp), make-vp air, dedicated outside air (DOAS), booster fans, and series fan powered terminals. VAV parallel fan powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak , conditions: , Nate 3 -Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air by the system. Note 4 - This form automatically identities whether a MECH-FANSYS form is required to demonstrate compliance with the fan power allowance (Yes), or this information is not required because the system has a combined total nameplate motor hp that is 5 hp or less (No) MECH-FANSYS Forms A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp. Select (Add Fan ' System Form) to generate an additional form. Added forms can be deleted with button in cell E32 of the added form. . rWn V . LL AM .W 00 O • .100 rr�� r vJ. 0 LLJ O� W. W �L .W CMML � W DATEm Ilan review approval �s subject to errors an 16. . 10" : .. . a r, {1 _ r 17 � A t IIiL� '! EJE omissions Approval of construction documents aoes ,! 9., ` � � I . . 'roof authorize the violation of an ado t r I �° OPEN FFICE „. � ... IDo �, _ - ,� • Y q ed code o. rr t o CITY OF II.IKNILA R V ordinance Receipt of aporoved Fieia Copy and ht©cr 00 \ . E: 2 cl(�1. VIiED FOR co ii�ons is no ledges: � By. CO COMPLIANCE k - APR 2 2 20i9 PPROVED w _ Date; $Ii��D its `Y E City of TuKwfia ;; t G - `. . j, RT PERMIT CENTER D Ia rE.. BUILDING DIVISION 1. t HVAC Equipment schedule (Never) . AY 0 3 20