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HomeMy WebLinkAboutPermit M18-0002 - BAI TONG THAI RESTAURANT - HOOD MAKE UP AIR FAN REPLACEMENTBAI TONG THAI RESTAURANT 16876 SOUTHCENTER PKWY MI 8-0002 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov MECHANICAL PERMIT 2623049129 16876 SOUTHCENTER PKWY Project Name: BAI TONG THAI RESTAURANT Permit Number: M18-0002 Issue Date: 2/22/2018 Permit Expires On: 8/21/2018 Owner: Name: Address: Contact Person: Name: Address: PARKWAY SQUARE L L C P 0 BOX 5003 , BELLEVUE, WA, 98009 DAVID LEE 2126 NW 204TH ST, SHORELINE, WA, 98177 Contractor: Name: MUTUAL INDUSTRIES INC Address: 1605 S 93RD ST #ES, SEATTLE, WA, 98108 License No: MUTUAII041D5 Lender: Name: Address: ,,, Phone: (206) 817-6081 Phone: (206) 767-6647 Expiration Date: DESCRIPTION OF WORK: REPLACE EXISTING HOOD MAKE UP AIR FAN ONLY. EXISTING HOOD AND EXHAUST FAN NO CHANGE. Valuation of Work: $8,000.00 Type of Work: REPLACEMENT Fuel type: Fees Collected: $313.23 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Date: 0 0 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the copflitions attached to this permit. Signature: Print Name: eidida Date: Z/LZ//e This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval,will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL AA CITY OF TUK Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Nei 000 (k. Project No. Date Application Accepted: Iti7 II( v Date Application Expires: /119/I I V (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION (I7‘ SO 4c v Pew), raki,/14(0c_ , wA Yew / / King Co Assessor's Tax No.: Site Address: /U 7v `5°u (�-/ C Pe -1%y Tenant Name: tial T ieuravremi- Suite Number: Floor: New Tenant: ❑ Yes ,®.. No PROPERTY OWNER Name: DeiNrld Z 2Q__ Address:. /Z 6 JyW 204 754 S i— Name: -- Phone: Zp6 �I� ) t(o (I)l Fax: ° pk �i) J-66.4) a Address: / Zip: Phone: City: State: Zip: Contr Reg No.: CONTACT PERSON — person receiving all project communication Name: DeiNrld Z 2Q__ Address:. /Z 6 JyW 204 754 S i— City: iD State:7A/A Zip:7// 7) Phone: Zp6 �I� ) t(o (I)l Fax: Email: &W/O( ( 60d) /6 4,1.14jA- Goy C/ MECHANICAL CONTRACTOR INFORMATION Company Name: /• %3e D Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ v t znrD` Describe the scope of work in detail: 4 C�'i S'ie% H,b4 & Q - Rtit, yc) cit e Use: Residential: New ❑ Replacement 0 Commercial: New ❑ Replacement I Fuel Type: Electric 0 Gas ❑ Other: H: Applications\Forms-Applications On LinM2016 ApplicationAMechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater / Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler 55 dB(A) Ventilation fan connected to single duct / Ventilation system Commercial Hood and duct 47 dB(A) Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-IOPM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (lam-lOpm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: / Date: l � , -7'4 Print Name: Lo(iV, t Day Telephone: Zo� ci)/7—Odd'/ Mailing Address: .2-(2 / 444) D -el 4 ' > r7,114 / 1 7% City State / Zip H:\ApplicationsWonns-Applications On Line\2016 ApplicationssMechanical Permit Application Revised I-4-16.docx Revised: January 2016 bh Page 2 of 2 0 -J Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID M18-0002 Address: 16876 SOUTHCENTER PKWY Apn: 2623049129 31 .23 Credit Card Fee $9.12 Credit Card Fee R000.369.908.00,00 0.00 $9.12 MECHANICAL $292.41 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100,00.00 0.00 $200.78 PLAN CHECK FEE R000.322.102.00.00 0.00 $58.48 TECHNOLOGY FEE $11,70 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13150 R000.322.900.04.00 0.00 $11.70 $313.23 Date Paid: Wednesday, January 03, 2018 Paid By: DAVID LEE Pay Method: CREDIT CARD 54002G Printed: Wednesday, January 03, 2018 4:16 PM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit itt18-coon. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ty Project: MI MI* -11011 Type of Inspection: m A'J kitL, rt/lA.- Address: 142870 SWweefitt 11411 Date Called: Special Instructions: (FAX 014) 1 IRS Date Wanted: a.m. g-20`t8rr Requester: Phone No: 2Cge — 355-- 59ta Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - rwecHefOrCrt L fi Inspector: Date: 45-X3-45 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 Line (206) 438-9350 Ai -coot, Project: MI 1b gE. r)90Ai r Typesf Inspection: 5,61-/. /1/Ze1%14 e*i Address: /ka74 n xraw/ Date Called: Special Instructions: ' Rct:I/k t irrIsnluG. Y KcLP f - p °my Date Wanted: T -/V-/8 cit Requestee K Phone No: lob -3w5579V Approved per applicable codes. Corrections required prior to approval. COMMENTS: 41/4'40 7e:› /7,914e eAs4/7-Aptc7240Z ert-} SirX 77:> Tom'— v'PI-fT- */LRIrY, 4WD "il Aiceirs5it> ` 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 Line (206) 438-9350 rive-aeo2 Project _ 29.111614*Date Typeof Ins ection: dltjA M'ic rAh4-1., 1 io Address: S687G mg* Called: i) /tiedI sckee t fr giit 4ikt Special Instructions: i9ui VY)011e4Y'" ey4 1\14 Date Wanted:/1 a.m. Requester: Har, - se, ore �4-1rnr c ( P6iG/P Ph/ ., 06, 355 5//v Approved per applicable codes. Corrections required prior to approval. COMMENTS: / M'ic rAh4-1., 1 io i) /tiedI sckee t fr giit 4ikt * *f t dcc- ui At Y'i nuyor i9ui VY)011e4Y'" ey4 1\14 _ os,4f ok,_,`ce u .A c ✓ —1—GtrAk OA Ll 3 ke .1 * rms/v.8 cc.) S t Z, `� 4c. S rivIAJ,A. c4.f'" se, ore �4-1rnr c ( P6iG/P Inspector:` 1 Date: / Zet/, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. anFAN ryas aa.a ........-.a a..a -- n OUTPUT BTUs TEMP, RISE DESIGNWEIGHT GAS TYPE 1 1 - Inlet Pressure Gauge, 0-35' 361565 332640 55 deg F 7 in. w.c. - 14 in. w.c. Natural BURNER UNIT TAG FAN UNIT MODEL 8 BLOWER HOUSING CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA (LBS) SONES EFFIC[ENCY(%) NO. 1 A3 -0.500-G18 G18 -PB A3-0.500 5600 0.250 618 3.000 1.8080 3 208 8.7 973 9.2 92 FRN UNIT NO. TAG INPUT BTUs OUTPUT BTUs TEMP, RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 1 1 - Inlet Pressure Gauge, 0-35' 361565 332640 55 deg F 7 in. w.c. - 14 in. w.c. Natural FAN UNIT NO. ... .. v. TAG .. OPTION (Qty. - Descr.) 1 GREASE CUP 1 - AC Interlock Relay - 24VAC Coil 1 - Motorized Backdraft Dapper for A3 -D Housing 1 - Low Fire Start 1 - Inlet Pressure Gauge, 0-35' I - Manifold Pressure Gauge, -5 to 15' we 1 - Extra Set of Belts FAN UNIT NO. TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 YES YES FILO REVIEWED FOR CODE COMPLIANCE APPROVED JAN 19 2018 City of Tukwila BUILDING. DtVIal.0 RECEIVED CITY OF TUKWILA JAN 0 3 2018 PERMIT CENTER JOB Bai Tong aha LOCATION SEATTLE, WA, 98108 DATE 9/18/2017 JOB # 3150250 DRAWN BY JDC-85 FAN N1 A3 -D.500 -G18 - HEATER 1. DIRECT GAS FIRED HEATED MAKE UP AIR UNIT VITH 18' BLOWER AND 12' BURNER. 2. INTAKE HOOD VITH EZ FILTERS 3. SIDE DISCHARGE - AIR FLOW RIGHT -> LEFT 4. COOLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS. LOCKS OUT BURNER CIRCUIT VHEN AC IS ENERGIZED. 5. MOTORIZED BACK DRAFT DAMPER 30' K 30' FOR SIZE 3 STANDARD 6 MODULAR HEATER UNITS V/EXTENDED SHAFT. STANDARD GALVANIZED CONSTRUCTION, 3/4' REAR FLANGE, NFBUP-S ACTUATOR INCLUDED 6. LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION. 7. GAS PRESSURE GAUGE, 0-35', 2.5' DIAMETER, 1/4' THREAD SIZE 8. GAS PRESSURE GAUGE, -5 TO +15 INCHES VC., 2.5' DIAMETER, 1/4' THREAD SIZE 9. EXTRA SET DF V -BELTS. ONLY TO BE ORDERED AS FAN OPTION AT TIME FAN 1S ORDERED. * SUPPLY SIDE HEATER INFORMATION. WINTER TEMPERATURE = 20'F. TEMP. RISE = 55'F. BTUs CALCULATED OFF STANDARD AIR DENSITY OUTPUT BTUs AT ALTITUDE OF 0.0 ft, • 332640 INPUT BTUs AT ALTITUDE OF 0.0 ft. • 361565 • REVIEWED FOR CODE COMPLIANCE APPROVED JAN 19 2018 City of Tukwila BUILDING DIVISION CAPTIVE,VRE JOB Bai Tong Thai LOCATION SEATTLE, WA, 98108 JOB # 3150250 DRAWN BY JDC-85 SCALE 1/4' = 1'-0' DATE 9/18/2017 DWG # 2 REV. M C Direct Fired Heater Wiring JOB 3150250 - Bai Tong Thai DRAWING NUMBER DF3150250-1 SHIP DATE 9/18/2017 MODEL A3 -D.500 -G18 (ATTENTION ELECTRICIAN( DROP FOR DISCONNECT CONNECTION IS FACTORY SUPPLIED CONNECT POWER TO THE DROP BK 2 BK BK CR 3 0.. 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SW -01 oTo� 41 0 ST -01 OL -01 L1 T T BK T BK T BK L __ J CB O1 BK 208 BK ® IIK_o o BK TR -01 115 WH BK 10 261 MT -01 1_uR MT-02(NFBUP-S) BK _ 2/11 WH S3 0 b 51 OL -01 ST -01 SW -03 *9 95(96 BK A2,-, Al WH 14 N-5(11 PS 02 RE -10-1E �31 BK C O1 o NO BK C NC " {0 7 61 -=*'1 C10A13� ..--RD NC BK TS -03 0—MBK KyO — _o 24VAC Coll - Signal From Condenser 'Call For Cooling Interlock' REVIEWED FOR CODE COMPLIANCE APPROVED JAN 19 2018 City of Tukwila BUILDING._ 1 10111 44■ (LINE 4) TS -02 C NC BK FR -01 TR -03 HL1L21 SPARK PLUG BR _115_ WH TR -04 YW 24 BL VA -02 2 3 0 010 020BK 030 TS -05 0 5 I 0 8 MA -01 0 LONaITRFISTEERRART BL YW VA -03 Installed Options Motorized Back Draft Damper Discharge Temp. Control 24V AC Interlock Relay Conoonent Identification Laird Description Location CB -01 Circuit breaker (2amp) [31 FR -01 Floe* rod [160 FSC -01 Fireye FSC C11-141 MA -01 Modulating amplifier C190 MT -01 Supply motor [21 MT -02 Damper motor C50 OL -01 Supply motor overlood C21(71 PS -01 Low Airflow Switch [90 PS -02 High Airflow Switch [90 RE -l0 AC Interlock Relay [1010170 ST -01 Supply motor contactor [21871891 SV -01 Main disconnect switch C21 SW -03 Dapper end link switch 040 Ti:g Power transforner(200v TR -02 PPow¢r traisf rmer(20va) TR -03 Igoltion transformer [140 TR -04 Power transformer(20va)C170 TS -02 High temp limit switch C100 TS -03 Intake Air Sensor 000 TS -05 Discharge Air Sensor C210 VA -01 Pilot gas valve C130 VA -02 Mali gos volve 080 VA -03 Modulating gas valve C201 MOTOR INFO CSCUNPNPLCCY p❑ 3HP-208V-3P-8.7FLA ❑VERLOADR 193KKC1 MOTORTC'RL RCIRCUITNFQRMCA ATJON 12.11A MOTOR/CTRL CIRCUIT MOP: 20A NOTES - — -- DENOTES FIELD WIRING DENOTES INTERNAL WIRING ■■ TERMINALS S4 AND S6 USED ON NF 6 AF SERIES ACTUATORS ■ix TERMINAL 11 PROVIDES COOLING CONNECTION SOCKET MIS VIRE COLOR 'CLEW SWT BK -BLACK YV - YELLOW RD - RED SO BL -BLUE 05 - GREEN VH - WHITE BR - BROWN GY - GRAY F< •__ PR - PURPLE 4 3 2 B 7 6 5 Installation Wiring JOB 3150250 - Bai Tong Thai DRAWING NUMBER RP3150250-1 SHIP DATE 9/18/2017 MODEL A3 -D.500 -G18 120 V 1 PH. Disconnect Switch Gal -flex conduit Cin unit) Factory wiring BK Customer supplied wiring 240 V 1 PH. Disconnect Switch Gal -flex conduit Cin unit) Factory wiring Customer BKsupplied wiring 208/460/600 V 3 PH. Disconnect Switch Gal -flex conduit (in unit) Factory wiring a id BK BK BK Custoner supplied wiring jnstalled Options See above details. Power Connection REVIEWED FOR CODE COMPLIANCE APPROVED JAN 19 2018 City of Tukwila BUILDI ►' r NOTES WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GR GREEN BR - BROWN GY - GRAY PR - PURPLE RD - RED WH - WHITE 1) Structural Calculations Bai Tong Restaurant 16876 Southcenter Pkwy Tukwila, WA Project # x17-1107 12/22/17 Prepared by Christopher Shaw, PE (253) 271-8130 PO Box 28598 SEATTLE,WA 98118 J REVIEWED FOR CODE COMPLIANCE APPROVED JAN 192018 City of Tukwila RECEIVED CITY OF TUKWILA JAN 0 3 2018 PERMIT CENTER 1A1(6 /OM, 12/22/2017 Design Maps Summary Report MUMS Design Maps Summary Report User -Specified Input Building Code Reference Document 2012/2015 International Building Code (whch utilizes t.iSGS hazard data av<'ssi<abie in 2 38) Site Coordinates 47.45242°N, 122.26247°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS—Provided Output S5 = 1.453 g Si = 0.541 g SMs = 1.453 g SMi = 0.812 g Sns = 0.969 g Sol = 0.541 g For information on how the SS and 51 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. Retp Yse Sp, 3 L Although this information is a product of the E.I.S. Geological Survey, we provide no 'warranty, expressed or implied, es to the accuracy of the data contained therein. This tool is not a substitute for technical subject -mater knowledge. https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template=minimal&latitude=47.452420000000075&longitude=-122.26246999999995&s... 1/1 =\72-c-Krv7CV- )(t--7- I t©-7 LA -A4 Alc o tf7,-►-- --- Q 1 6:87G vz. P1Z\ J. TL— ( L 4-7sei.s2A-2co X22. 2a2t G c) 1-1 ,4.\ L i--1 O . S4 b VAC tit,.. ,�-,�-- , 'Ar !/-fl vZ,l c_ t. F (tiv4 ) &‘2,6A./ t7 CxJ `P2 to y=' -r\ q re 1„e2A✓ X Nom: *L,w �7� = ' ! 2sC1' 041(- cr7.3Liv- 243 t.. 1 \-7 6V1-06, /L� v Coo -Ls usi" 09 AS r2c-c.*---1 I,- ,& T ye- .S irz7v 1 C -1L\.-' L # Vt,s; -73c." !S " 2 ms s "t`✓I��sS 'cw t 1n'1- 1k'14&7 rTV� V%7'o2t� 4- 44 ver P = G7. CG V—T' 1' Lela; \444E7 �. I.o4b 1-1%„, \37&z \ i rte. , OkX¥ \j 760ei f \a/t.A.s gx10 \-2L c ��- L ?\ c-vt-q" 't2- - \P=.3_30 -"CAA X11 E5 134 Raz - L =1Z 1et— FORTE' 0 MEMBER REPORT Level, ROOF TRUSS - EXISTING LOADS EXISTING TRUSS Overall Length: 68' 3" 67' 8" 0 El 0 All locations are measured from the outside face of left support (or left cantilever end).Ail dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location All' Result 40F ' Load: Combination (Pattern) Member Reaction (lbs) 8157 @ 2" 12403 (3.50") Passed (66%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 7609 @ 2' 3 1/2" 42665 Passed (18%) 1.15 1.0 D + 1.0 5 (All Spans) Pos Moment (Ft -lbs) 137825 @ 34' 1 1/2" 151949 Passed (91%) 1.15 1.0 D + 1.0 S (All Spans) • Top Edge Bracing (Lu): Top compression edge must be braced at 44' 3" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 68' 3" o/c unless detailed otherwise. • Critical positive moment adjusted by a volume factor of 0.79 that was calculated using length L = 67' 11". • The effects of positive or negative camber have not been accounted for when calculating deflection. • Applicable calculations are based on NDS. Supports Bearing Loads to Supports (ibs) Accessories Total Available Required Dead 11oof Snow Total 1 - Ledger on masonry - HF 3.50" 3.50" 2.30" 4745 2730 3412 10887 Blocking 2 - Ledger on masonry - HF 3.50" 3.50" 2.30" 4745 2730 3412 10887 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed Weyerhaeuser Not Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator soctomporary clay .559.:';792 Job Notes System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 1...,1A:`.1.1.. { lu ' .i-r?h'f: 12/22/2017 6:29:03 PN Forte v5.3, Design EngineV7 0 0 5 Bt tris x17-1107 41e Page 3 of 4 TributaW Dead Roof Live Snow Loads tccadon(Side) Width (0.90) (non -snow: Les) (1.15) Comments 0 - Self Weight (PLF) 0 to 68' 3" N/A 51.0 1 - Uniform (PSF) 0 to 68' 3" (Front) 4' 22.0 20.0 25.0 Roof Weyerhaeuser Not Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator soctomporary clay .559.:';792 Job Notes System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 1...,1A:`.1.1.. { lu ' .i-r?h'f: 12/22/2017 6:29:03 PN Forte v5.3, Design EngineV7 0 0 5 Bt tris x17-1107 41e Page 3 of 4 eiliFORTE 0 MEMBER REPORT Level, ROOF TRUSS - MAKEUP AIR PROPOSED LOADS PROPOSED TRUSS Overall Length: 68' 3" 67' 8" 0 0 All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results A +si Location Altor red Result LDF toad: Combination (Pattern) Member Reaction (lbs) 8449 @ 68' 1" 12403 (3.50") Passed (68%) -- 1.0 D + 1.0 5 (All Spans) Shear (lbs) 7902 @ 65' 11 1/2" 42665 Passed (19%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 144487 @ 34' 11 1/4" 151949 Passed (95%) 1.15 1.0 D + 1.0 S (All Spans) • Top Edge Bracing (Lu): Top compression edge must be braced at 31' 11" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 68' 3" o/c unless detailed otherwise. • Critical positive moment adjusted by a volume factor of 0.79 that was calculated using length L = 67' 11". • The effects of positive or negative camber have not been accounted for when calculating deflection. • Applicable calculations are based on NDS. Supports Bearing Loads bo Supports (Ibs) Accessories Totem Available Required Dead Location (Side) Snow Total 1 - Ledger on masonry - HF 3.50" 3.50" 2.36" 4939 2730 3412 11081 Blocking 2 - Ledger on masonry - HF 3.50" 3.50" 2.38" 5037 2730 3412 11179 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended o circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC E5 under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Ctvisto her Shaw nterehorary clay 23,5) 359 0792 Job Notes System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 U13lSi: ! rt ORtt:In'Y :NrflA IVf 1222/2017 6129:03 Piv`:. Fo•.e v5.3, Design Engine: 'V7.0.0,5 5 eams X 17-1107. +?e Page 4 of 4 Tributary Dead Roof Lire Snow Loads Location (Side) Width (0.90) (non•srow:1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 68' 3" N/A 51.0 1 - Uniform (PSF) 0 to 68' 3" (Front) 4' 22.0 20.0 25.0 Roof 2 - Point (Ib) 38' (Front) N/A 243 - - MECHANICAL UNIT 3 - Point (Ib) 44' (Front) N/A 243 - - MECHANICAL UNIT Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended o circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC E5 under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Ctvisto her Shaw nterehorary clay 23,5) 359 0792 Job Notes System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 U13lSi: ! rt ORtt:In'Y :NrflA IVf 1222/2017 6129:03 Piv`:. Fo•.e v5.3, Design Engine: 'V7.0.0,5 5 eams X 17-1107. +?e Page 4 of 4 411 F 0 R T E MEMBER REPORT Level, SUPPORT BEAM F V F[ 1 piece(s) 4 x 10 Douglas Fir -Larch No. 2 PASSED All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. DesIgng Rl hs Actual Locatiian 111lowed Result LDF Lead: combination (Petits* Member Reaction (lbs) 330 @ 3 1/2" 3281 (1.50") Passed (10%) -- 1.0 D (All Spans) Shear (lbs) 324 @ 1' 3/4" 3497 Passed (9%) 0.90 1.0 D (All Spans) Moment (Ft -lbs) 1484 @ 6' 1 5/16" 4043 Passed (37%) 0.90 1.0 D (All Spans) Live Load Defl. (in) 0.000 @ 3 1/2" 0.400 Passed (L/999+) -- 1A D (All Spans) Total Load Defl. (in) 0.096 @ 6' 2 13/16" 0.600 Passed (1/999+) -- 1.0 D (All Spans) • Deflection criteria: Lt. (L/360) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 12' o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' o/c unless detailed otherwise. • Applicable calculations are based on NDS. • At hanger supports, the Total Bearing dimension '5 equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch; 0/12 connector: _Shrpson Strong i,Tie Connectors Searle. tariatll Loads to Supports Aories supports Total Available Required Dead Total 1 - Hanger on 9 1./4" HF ledger 3.50" Hanger1 1.50" 330 330 See note ' 2 - Hanger on 9 1/4" HF ledger 3.50" Hanger' 1.50" 304 304 See note ' • At hanger supports, the Total Bearing dimension '5 equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch; 0/12 connector: _Shrpson Strong i,Tie Connectors Support Memel Seat Length, Toa !brie Face Naas ember Nails Accessetie9 1 - Face Mount Hanger LUS48 2.00" N/A 6-10d common 410d common 1 - Uniform (PLF) 2 - Face Mount Hanger LUS48 2.00" N/A 6-10d common 4-10d common Weyerhaeuser MIi FCsRE3T0',N:1!AT:M; Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need fora design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ISR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator *,nstor^e;r 5 - -- conI,'rror ry (fay 12 X'l 3';9-0732 12/22/2017 8 37:21 PM Fart e r5.3, Design (ng€ne. V7-0.0.5 .Bear1S , .-1107.4to Page lof1 Tributary Deadµ 108EIS GocatIoa (side) Wtdt (0.90 Cametatts 0 - Self Weight (PLF) 3 1/2" to 12' 3 1/2" N/A 8.2 1 - Uniform (PLF) 4' to 8' (Front) N/A 134.0 MECHANICAL UNIT Weyerhaeuser MIi FCsRE3T0',N:1!AT:M; Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need fora design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ISR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator *,nstor^e;r 5 - -- conI,'rror ry (fay 12 X'l 3';9-0732 12/22/2017 8 37:21 PM Fart e r5.3, Design (ng€ne. V7-0.0.5 .Bear1S , .-1107.4to Page lof1 c7'&171, A6yz._ t c4.-4 , 1.- - Cdc t . K..-- 1-S *% \JP / (,\0) (' (cm i\\\ 7 C:71 -p \r-lia 0:GYO.IY149-73U4 C'Po 0.x,9cY L U LAS C- Ac-A-At ,4 , V .cam_- vz_ Fr -0c/ it_ Ftp � vtxS.-sem= T= \J )(3.2b r fa3cx.416/S'2G&• Vs_ t,4,. 4 ._/ (4) \.6. a Z w W H0 O Q W UU E mQ C m Z O 17- cwn cn a0 J 0 O o • U • CL 0 1-• m 1-m X Xw w WI— WH J a W a H z mW WO 0a I- U Z O Q �IL D O XO O Ww w • Z w O 0 0 �1 w O w0� U Q J 5 w • Q ` L mIzZY~ L 0 0 J co X o2 XXW ti 0 Ju: 0_ QO Z Q az1- V_ 00W z oma X. _ V Xa� LTJ Joh 2 Q U) 0 Z0O W Z M Z 2 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0002 DATE: 01/08/18 PROJECT NAME: BAI TONG THAI RESTAURANT SITE ADDRESS: 16876 SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Divisio Alk✓JI Fire Prevention1119 Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER0 INITIALS: DATE: 01/09/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 02/06/18 REVIEWERa INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 MUTUAL INDUSTRIES INC c. Washington State Department of Labor & Industries Horne Espanol Contact Safety & Health Claims & Insurance Q Search L&I Page 1 of 2 SEARCH ':- A -Z Index help My L.&I Workplace Rights Trades & Licensing MUTUAL INDUSTRIES INC Owner or tradesperson Principals CHAU, HIEN K, PRESIDENT LUU, MAGGIE, SECRETARY CHAU, ERIC (End: 02/14/2011) Doing business as MUTUAL INDUSTRIES INC WA UBI No. 601 526 728 1605 SOUTH 93RD ST #ES SEATTLE, WA 98108 206-767-6647 KING County Business type Corporation Governing persons ERIC CHAU HIEN KIEN CHAU; 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. MUTUAII041 D5 Effective — expiration 03/25/1996— 03/10/2019 Bond ........_.... CBIC Bond account no. SA1370 $12,000.00 Received by L&I Effective date 02/19/2002 02/20/2002 Expiration date Until Canceled Insurance WESTERN NATIONAL MUTUAL INS $1,000,000.00 Policy no. CPP1047435 Received by L&I Effective date 02/02/2018 03/22/2018 Expiration date 03/22/2019 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601526728&LIC=MUTUAII041 D5&SAW= 2/22/2018 MUTUAL INDUSTRIES INCA Page 2 of 2 Western National Assur Co Policy no. CPP1047435 Received by L&I 01/30/2017 Pow $1,000,000.00 Effective date 02/22/2016 Expiration date 03/22/2018 .11101.0 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 966,340-00 .............................. Doing business as MUTUAL INDUSTRIES INC Estimated workers reported Quarter 4 of Year 2017 "1 to 3 Workers" L&I account contact T4 / ALISON WOODWARD (360)902-4629 - Email: WOAL235@Ini.wa.gov 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 Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 11/19/2013 Inspection no. 316883750 Location 513 S Main St Seattle, WA 98104 Violations c Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601526728&LIC=MUTUAII041 D5&SAW= 2/22/2018 PROJECT DATA: PROPERTY PARCEL: 26230491 29 PROPERTY ADDRESS: 16800 SOUThCENTER PKWY, TUKWILA, WA 98 188 PROPERTY OWNER: PARKWAY SQUARE LLC LEGAL: BUILDING CONSTRUCTION TYPE: BUILDING GROSS: PROJECT TENANT SPACE AREA: EXISTING USE: BUSINESS OWNER AND CONTACT: BEG SE COR OF SE 1/4 OF NW 1/4 TH N 89-43- 19 W 6 19.8 I FT TH N 0-57-48 W 218.70 FT TH S 89-45-58 E 321.57 FT Th N 0-14-02 E 22.50 FT THS 89-45-58 E 300 FT TOE MGN SE 1/4 OF NW 1/4 THS TO TPOB AKA FOR PARCEL 4 CITY OF TUKWILA SHORT PLAT NO 77-51 RECORDING NO 7710130634 - AKA PARCEL C OF CITY OF TUKWILA BINDING SITE PLAN, PARKWAY SQUARE, RECORDING NO 7912050783 MASONRY, SPRINKLERS 37,003 SF 2,663 SF BA' TONG THAI CUISINE RESTAURANT PAT (20G-330-1165) T 67'-8)' 37'-6" MAKE -U P UNIT ON ROOF U L ---J EXISTING 14' HOOD 1 d NO CHANGE I I SIMPLIFIED FLOOR PLAN SCALE: 1/8" = 1'-0" PROJECT SITE LOCATION SITE PLAN (REFERENCE ONLY) SCALE: N/A 67'-82" 4' 4x10 <E—U UNIT ON R OF 4x10 EXI i11NG 14' H GD NO CHANGE 1 4X6 SOLID BLK'ING BEL PERIMETERS MAKE UP Al UNIT. INSTAL W/ HUC46 ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" PROJECT DESCRIPTION REPLACE EXISTING KITCHEN HOOD NON -HEATED MAKE-UP AIR UNIT WITH HEATED MAKE-UP AIR UNIT PER OWNER REQUEST. EXISTING HOOD AND EXHAUST FAN NO CHANGE. SOUTNCENTER PKWY STRANDER BLVD DESIGN SPECS & CALCULATIONS: (9) (10) (11) z 0 O rn D AIR FAN AND UNDER TO BE ELECTRICALLY SYSTEM ACTIVATED, ON, BUT TURN OFF MAKE-UP CUTOFF GAS AND ELECTRICAL CONNECT TO BUILDING FIRE CODE REQUIREMENT NO CHANGE. TO IMC -2015, UL 300, AND INSURANCE REQUIREMENT e 70 PROJECT SITE MINKLER BLVD HOOD SYSTEM AIR FLOW AND BALANCE SCHEDULE: HOOD # I : 14' TYPE -I, DUCT SIZING AND AIR FLOW FPM VICINI MAP I EC `r2ED FOR: 0 Mechanical > r-Iectrical L'lumbing L{ i as Piping LCity of Tukwila Y21 DIVISION REVISIONS No chances shall he made to the scope of work W thor t prior approval of c � Tri';' v'ila Building NOTE: Revisions Division. n,, will require a new plan submittal and may include additional plan review fees. 9 FILE COPY Permit No. h'l I 0 ODD 2 - Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt f approved Field Copy and nditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION STRUCTURAL NOTES: CONTRACTOR TP VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. WHERE DISCOVERED CONDITIONS DIFFER FROM THOSE SHOWN ON PLAN, CONTRACTOR MUST CONTACT ARCHITECT AND ENGINEER PRIOR TO CONSTRUCTION. ALL FRAMING MEMBERS TO BE DOUG FIR #2 OR BtI [ER DESIGN TO BE APPROVED BY BUILDING OWNER'S ENGINEER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 2016 A --T VVI City of Tukwila RECEIVED CITY OF TUKWILA JAN 032018 PERMIT CENTER ENGINEERING. DESIGN IS PROVIDED FOR ATTACHMENT OF MECHANICAL UNITS ONLY. SEE CALCULATION PACKAGE DATED 12/22/17 WITH REFERENCE # x17-1107 TECHCRAFT CORP. CO O Crlrn U Cr)CO CO CI CIO DAVID LEE U 0 a BAI TONG THAI CUISINE RESTAURANT 16876 SOUTHCENTER PKWY, TUKWILA, WA 98188 REVISIONS SHEET TITLE a- LU F= C z 0 0 U- (I) i z 0 � U J U U z << �cn Lij O F-- 00 I I DATE: 11/15/2017 SHEET MI DESIGN SPECS & CALCULATIONS: (9) (10) (11) I 1 VERIFY EXISTING EXHAUST FAN, MAKE-UP HOOD GAS AND ELECTRICAL SUPPLY INTERLOCKED. WHEN FIRE SUPPRESSION SYSTEM SHALL KEEP EXHAUST FAN AIR SUPPLY, SHUT DOWN DUMPER, SUPPLY TO ALL UNDER HOOD EQUIPMENTS. FIRE SUPPRESSION SYSTEM SHALL ALARM SYSTEM PER CURRENT FIRE FIRE SUPPRESSION SYSTEM EXISTING. AIR FAN AND UNDER TO BE ELECTRICALLY SYSTEM ACTIVATED, ON, BUT TURN OFF MAKE-UP CUTOFF GAS AND ELECTRICAL CONNECT TO BUILDING FIRE CODE REQUIREMENT NO CHANGE. TO IMC -2015, UL 300, AND INSURANCE REQUIREMENT (1) HOOD: EXISTING GREAT SUN CORP. 14' HOOD. COMPLIANT WITH UL 710. NO CHANGE. (2) EXHAUST FAN: EXISTING EXHAUST FAN. NO CHANGE. (3) MAKE-UP AIR UNITS: REPLACE EXISTING MAKE-UP AIR UNIT. CAPTIVE -AIR (ECON-AIR) A2 -D500 -G 18 BLOWER, 5600 CFM @ 0.250 ESP, 618 RPM, 208 V, I PHASE, 3.0 HP. NOISE: 9.2 SONES (58.8 DBA). WEIGHT: 973 LBS (4) EXHAUST DUCTS EXISTING EXhAUST DUCT. NO CHANGE. (5) GREASE DUCT ENCLOSURE: ALL DESIGN AND WORK CONFORMED NFPA96, ALL LOCAL, STATE CODES HOOD SYSTEM AIR FLOW AND BALANCE SCHEDULE: HOOD # I : 14' TYPE -I, DUCT SIZING AND AIR FLOW FPM hOOD OOKING EXHAUST DUCT EXISTING FIRE BARRIER DUCT WRAP. NO CHANGE. (6) MAKE-UP AIR DUCTS: ALL MAKE-UP DUCT EXISTING. NO CHANGE. (7) ALL METALLIC AND FLEXIBLE DUCTWORK SHALL BE CONSTRUCTED AS SPECIFIED IN THE SMACNA DUCT CONSTRUCTION STANDARD (LF) TEMP. CFM * SIZE ** DUCT AREA PPM EXHAUST (EXISTING) 14 600 5600 24"X24"4.00 SF 1400 MAKE-UP 90% OF EXHAUST 5040 20"X20" 2.78 SF I 5 I 5 * UNDER HOOD COOKING EQUIPMENT CLASSIFIED HEAVY-DUTY COOKING, REQUIRED EXHAUST RATE AS 400 CFM/LF PER IMC SEC. 507.5 (8) VERIFY EXISTING CONTROL DEVICE TO AUTOMATICALLY ACTIVE hOOD SYSTEM WHENEVER COOKING OPERATIONS OCCUR. (2015 IMC 507. I . 1) ** ALL DUCT SIZE CAN BE CHANGED ACCORDING TO SITE CONDITION WITH SECTION AREA EQUAL OR GREATER THAN CALCULATED ABOVE. STRUCTURAL NOTES: CONTRACTOR TP VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. WHERE DISCOVERED CONDITIONS DIFFER FROM THOSE SHOWN ON PLAN, CONTRACTOR MUST CONTACT ARCHITECT AND ENGINEER PRIOR TO CONSTRUCTION. ALL FRAMING MEMBERS TO BE DOUG FIR #2 OR BtI [ER DESIGN TO BE APPROVED BY BUILDING OWNER'S ENGINEER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 2016 A --T VVI City of Tukwila RECEIVED CITY OF TUKWILA JAN 032018 PERMIT CENTER ENGINEERING. DESIGN IS PROVIDED FOR ATTACHMENT OF MECHANICAL UNITS ONLY. SEE CALCULATION PACKAGE DATED 12/22/17 WITH REFERENCE # x17-1107 TECHCRAFT CORP. CO O Crlrn U Cr)CO CO CI CIO DAVID LEE U 0 a BAI TONG THAI CUISINE RESTAURANT 16876 SOUTHCENTER PKWY, TUKWILA, WA 98188 REVISIONS SHEET TITLE a- LU F= C z 0 0 U- (I) i z 0 � U J U U z << �cn Lij O F-- 00 I I DATE: 11/15/2017 SHEET MI EXISTING EXHAUST FAN NO CHANGE EXISTING PARAPET EXHAUST FAN r EXISTING ROOF CURB (NO CHANGE) 7'-10" -r EXISTING EXHAUST DUCT NO CHANGE EXISTING 14' HOOD NO CHANGE X 10' MIN. 10' M LINE OR A IN. TO ANY AIR INTAKE AND PROPERTY N ANY DIRECTION; 10'MIN. FROM SAME JACENT BUILDING SEE SECTION B FOR SUPPORT DETAIL EXISTING ROOF STURCTURE 20"X20" OR EQUIVALENT AREA MAKE-UP AIR MAIN DUCT. 26 GA. MIN. GALV. METAL, ALL JOINT SEALED. EXISTING CEILING DIFFUSERS. NO CHANGE. SECTION A DETAIL SCALE: 1 /2"=1'-0" 3'-9" 3,-3" 17'-1" 10' MAKE-UP AIR UNIT `o o� EXISTING PARAPET THA4 18 BEAM TO TRUSS TOP CHORD AS SHOWN. BEND OR CUT TOP OF HANGER FOR INSTALLATION. NAILS NOT REQUIRED ON BEND OR CUT AREA. TYP. EXISTING ROOF 4X6 BEAM r0 4X6 BLOCKING UNDER PERIMETER OF UNIT ROOF CURB WI HU46 OR hUC46 EACH END 20"X20" OR EQUIVALENT AREA MAKE-UP AIR MAIN DUCT. 26 GA. MIN. GALV. METAL, ALL JOINT SEALED. EXISTING (2) 2X6 ROOF TRUSS TOP CHORD. TYP. EXISTING ROOF TRUSS. TYP. INSTALL 4X10 TIGHT AND FLASH BELOW ROOF TRUSS TOP CHORD AND 4X6 BLOCKING. INSTALL WHEN NO SNOW IS PRESENT ON ROOF. EXISTING CEILING DIFFUSERS. (NO CHANGE) 12X 12 OR EQUIVALENT SECTION AREA BRANCH DUCT SECTION B DETAIL SCALE: 1 /2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN i 9 2)1B STRUCTURAL NOTES: CONTRACTOR TP VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. WHERE DISCOVERED CONDITIONS DIFFER FROM THOSE SHOWN ON PLAN, CONTRACTOR MUST CONTACT ARCHITECT AND ENGINEER PRIOR TO CONSTRUCTION. ALL FRAMING MEMBERS TO BE DOUG FIR #2 OR BETTER DESIGN TO BE APPROVED BY BUILDING OWNER'S ENGINEER City of Tukwila BUILDIN ,D1 / Jif E:t RECEIVED CITY OF TUKVA 1.2/22/x•7 AN 03201 TECHCRAFT CORP. R rr^^ CO0 v1 V W (175 to c� p co • c.' 'I o o r DAVID LEE BAI TONG THAI CUISINE RESTAURANT 16876 SOUTHCENTER PKWY, TUKWILA, WA 98188 REVISIONS L MIT CENT: ENGINEERING DESIGN IS PROVIDED FOR ATTACHMENT OF MECHANICAL UNITS ONLY. SEE CALCULATION PACKAGE DATED 12/22/17 WITH REFERENCE # x17-1107 -- SECTION A $ B DATE: 11/15/2017 SHEET M2 MAKE-UP AIR BLOWER AIRFLOW MAKE-UP AIR HEATER g-.1 o 0 ® 10' M LINE OR A IN. TO ANY AIR INTAKE AND PROPERTY N ANY DIRECTION; 10'MIN. FROM SAME JACENT BUILDING SEE SECTION B FOR SUPPORT DETAIL EXISTING ROOF STURCTURE 20"X20" OR EQUIVALENT AREA MAKE-UP AIR MAIN DUCT. 26 GA. MIN. GALV. METAL, ALL JOINT SEALED. EXISTING CEILING DIFFUSERS. NO CHANGE. SECTION A DETAIL SCALE: 1 /2"=1'-0" 3'-9" 3,-3" 17'-1" 10' MAKE-UP AIR UNIT `o o� EXISTING PARAPET THA4 18 BEAM TO TRUSS TOP CHORD AS SHOWN. BEND OR CUT TOP OF HANGER FOR INSTALLATION. NAILS NOT REQUIRED ON BEND OR CUT AREA. TYP. EXISTING ROOF 4X6 BEAM r0 4X6 BLOCKING UNDER PERIMETER OF UNIT ROOF CURB WI HU46 OR hUC46 EACH END 20"X20" OR EQUIVALENT AREA MAKE-UP AIR MAIN DUCT. 26 GA. MIN. GALV. METAL, ALL JOINT SEALED. EXISTING (2) 2X6 ROOF TRUSS TOP CHORD. TYP. EXISTING ROOF TRUSS. TYP. INSTALL 4X10 TIGHT AND FLASH BELOW ROOF TRUSS TOP CHORD AND 4X6 BLOCKING. INSTALL WHEN NO SNOW IS PRESENT ON ROOF. EXISTING CEILING DIFFUSERS. (NO CHANGE) 12X 12 OR EQUIVALENT SECTION AREA BRANCH DUCT SECTION B DETAIL SCALE: 1 /2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN i 9 2)1B STRUCTURAL NOTES: CONTRACTOR TP VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. WHERE DISCOVERED CONDITIONS DIFFER FROM THOSE SHOWN ON PLAN, CONTRACTOR MUST CONTACT ARCHITECT AND ENGINEER PRIOR TO CONSTRUCTION. ALL FRAMING MEMBERS TO BE DOUG FIR #2 OR BETTER DESIGN TO BE APPROVED BY BUILDING OWNER'S ENGINEER City of Tukwila BUILDIN ,D1 / Jif E:t RECEIVED CITY OF TUKVA 1.2/22/x•7 AN 03201 TECHCRAFT CORP. R rr^^ CO0 v1 V W (175 to c� p co • c.' 'I o o r DAVID LEE BAI TONG THAI CUISINE RESTAURANT 16876 SOUTHCENTER PKWY, TUKWILA, WA 98188 REVISIONS L MIT CENT: ENGINEERING DESIGN IS PROVIDED FOR ATTACHMENT OF MECHANICAL UNITS ONLY. SEE CALCULATION PACKAGE DATED 12/22/17 WITH REFERENCE # x17-1107 -- SECTION A $ B DATE: 11/15/2017 SHEET M2