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Home My WebLink AboutPermit M15-0023 - POP GOURMET POPCORN - CLASS II HOODS AND MAKE-UP AIRPOP GOURMET POPCORN 13400 INTERURBAN AVE S EXPIRED 09/30/15 M15-0023 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 0003000115 13400 INTERURBAN AVE S POP GOURMET POPCORN Permit Number: M15-0023 Issue Date: 4/3/2015 Permit Expires On: 9/30/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: HIC I LLC PO BOX 700, MERCER ISLAND, WA, 98040 JIM GIVENS 2012 A 112 ST E , TACOMA, WA, 98445 NEW CASTLE MECHANICAL LLC 2012 112TH ST E SUITE A, TACOMA, WA, 98445-3728 NEWCACM9240D I/1 Phone: (253) 503-7392 Phone: (360) 893-5974 Expiration Date: DESCRIPTION OF WORK: INSTALL (4) NEW CLASS II HOODS AND MAKE-UP AIR OVER CORN POPPERS Valuation of Work: $15,000.00 Type of Work: NEW Fuel type: GAS Fees Collected: $389.62 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Permit Center Authorized Signature: Date: ✓ �� 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 reg ing construction or the performance of work. I am authorized to sign and obtain this development per - an agree to the conditions attached to this permit. Signatur Print Name: 1 Date: 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 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKY 4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Vl l S - doL3 Project No. Date Application Accepted: Date Application Expires: (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 Site Address: Tenant Name: POP 6ovi-act PROPERTY OWNER Name: 1 C i c, Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: 6 Address: 0.0/2. ,4- /t 2 v1 �f C City: "ri4-Calt State: wgi Zipq i y- Phone:ZS3_5-03-7,�90 Fax: 25-3_503 -739z- Email: 1A , n eaJCaS¢le e c oast, he f- King Co Assessor's Tax No.: eV000 ' o 115 Suite Number: Floor: Pt New Tenant: jZr. Yes ❑.. No MECHANICAL CONTRACTOR INFORMATION Company Name:Ne4.) CQSfie in 4.44.et4/6-e/ Address: zoiz,4 /1ZSt`' Sf C City: %CcCamet State: 604 Zip:q _ Phone: ts3-so3 7390 Fax: ZS -S'a3•-731g. Contr Reg No.: 9..24/06 Exp Date: G//S Tukwila Business License No.: eu s -Q 913 6,7� Valuation of project (contractor's bid price): $ /5, WO Describe the scope of work in detail: /n 5�1/ 4i nee() CiQSS 2 6iovd S Qpz of !2+-tree 1.11,0 Qiv ae-v Pyo ' p�pe,�s Use: Residential: New ❑ Replacement ❑ Commercial: New JZ Replacement ❑ Fuel Type: Electric .® Gas ❑ Other: H:Wpplications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh 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/wall/floor 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 i Incinerator — domestic Incinerator — comm/industrial 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 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 OWNERIOR AUTHO AGENT: Signature%' Print Name: Date: '?73/l.3.- J / ."7 Day Telephone: P$3 - ' - 7590 Mailing Address! —.1G/o2A//o2 T`y5/' City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8.9.11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $417.07 M15-0017 Address: 14800 STARFIRE WAY Unit240 Apn: 2323049001 $102.38 MECHANICAL $97.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $65.00 TECHNOLOGY FEE $4.88 TECHNOLOGY FEE R000.322.900.04.00 0.00 $4.88 M15-0023 Address: 13400 INTERURBAN AVE S Apn: 0003000115 $314.69 MECHANICAL $299.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $267.20 TECHNOLOGY FEE $14.99 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4969 R000.322.900.04.00 0.00 $14.99 $417.07 Date Paid: Friday, April 03, 2015 Paid By: NEW CASTLE MECHANICAL Pay Method: CHECK 3043 Printed: Friday, April 03, 2015 1:31 PM 1 of 1 CLLWSYSTEMS DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $74.93 M15-0023 Address: 13400 INTERURBAN AVE S Apn: 0003000115 $74.93 MECHANICAL $74.93 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R4744 R000.322.102.00.00 0.00 $74.93 $74.93 Date Paid: Wednesday, March 04, 2015 Paid By: NEW CASTLE MECHANICAL Pay Method: CHECK 3012 Printed: Wednesday, March 04, 2015 10:07 AM 1 of 1 Cre�SYSTEMS FILE COPY i li CONSULTING Permit No. ENGINEERS Structural Calculations and Drawing for POP! Gourmet Popcorn Factory Roof Top Units 13400 Interurban Ave S Tukwila, WA 98168 March 2015 PSM #15010 REVVVED FOR CODE COMPLIANCE APPROVED APR 0 2 2015 City of Tukwila BUILDING DIVISION M I S- 003 2200 6r0 Ak FNCE, #601 WW W.PSM-ENGINFERS.C'QM CORRECTION RECEIVED CITY OF TUKWILA MAR 27 2015 PERMIT CENTER PHONE 206-622-4580 SEATTLE WASHINGTON 98121 USA 1-:'1X 206-622-0422 1 M 0, 0.1 317'-8" MN MI 1{*. w 1-00N6. Eh t=tat"),i1P 51'-8" (0 G L b Cht I- 37 `6_ v 4 T (E1 c-6L , TY P I 1163 WASHr i U POP! Gourmet Popcom Factory 13400 interurban Ave S Tukwila, WA 98168 0 Gt. L 1 ►)'43 "cut uOtT 1310 rt L:t.ITeR-dAi (E) 405 104 STORE (6L) `YKL 105 ELECT L 106 IL BATH Jo 107 BAT I� u j08 LO KER 110 r 1 9 • HO ER hat ?-eJF PLkj �- — - - t �(4 v ~ — (E) fvP-Lt1J5 a"(E) P((, Gois)L phaQ1,5 PSM CONSULTING ENGINEERS, INC. 2200 SIXTH AVENUE, SUITE 601 SEATTLE, WA 98121 I /1 P: 206.622.4580 F: 206.622.0422 I..L www.psm-engineers.com PSM CONSULTING ENGINEERS 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com 2 , 1, .0t • , v,.., II II I- 1 1111 II 1- f r . I I 111111M12111111111111 IIMI Mill ill it'41 t 1 I ) i ° -- ?‘12,( '1- 41111111 I Ri.-1 • kE I - , k 4___IS , L• , I ! 1 74' -; ME 1 I • 1- I 1 1IER 1 1 li.oli - Kf4tiL9 ' "2 I I/ I 11b351 ti 1ty6 111111111111111=11111Eri .1, I 1 1 MI 1 10$ 11I II 1 4. , IL 11111111111111111,11=111 RRRi 11 si ri‘ cilIciti azi.31 ninalliim6MIIIIIMIMMIN , ' iim 1 I 1 \ ift•o' : AY:it- _ I i , 4t , 111 1 I 1ill ytfCiC 16 iv 1 I I I 1 , 1 • 1 1 , , 1 , , 1 , I11 , , I , 3 Wood Beam Lic. # : KW-06001622 Description : (e) GLB CODE REFERENCES Fib = Llbbs12015115010-11ENGINE-1115010.ec6 ENERCALC, INC. 1963-2015, BuI1 :6.15.3.9, Ver.6.123.31 Licensee : PETERSON-STREHLE-MARTINSON, INC Calculations per IBC 2012 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Load Resistance Factor D Fb - Tension Fb - Compr Fc - Pill Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling Load Combination ASCE 7-10 Wood Species Wood Grade : DF/DF : 24F - V4 D(1.1) D(1.3) D(0.315) S(0.525) 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend-xx 1,800.0ksi Eminbend - xx 930.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 830.0ksi Density 32.210pcf Applied Loads 6.75x37.5 Span = 51.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 21.0 ft Point Load: D = 1.30 k @ 26.0 ft Point Load: D = 1.10 k @ 14.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination +1.200+0. Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.978 1 6.75x37.5 3,222.24psi 3,294.38 psi 50L+1.60S+1.60H 25.872ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.505 in Ratio = 0.000 in Ratio = 2.599 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Segment Length 406 0 <360 235 0 <180 Design OK 0.377 : 1 6.75x37.5 172.76 psi 457.92 psi +1.20D+0.50L+1.60S+1.60H 0.000 ft Span # 1 Max Stress Ratios Span # M V a, C FN C i Cr Moment Values Cm C t CL Mu Shear Values fb Fb Vu fv Fv +1.40D+1.60H Length = 51.0 ft 1 0.544 0.206 0.60 0.794 +1.20D+0.50Lr+1.60L+1.60H 0.794 Length = 51.0 ft 1 0.349 0.132 0.80 0.794 +1.200+1.60L+0.50S+1.60H 0.794 Length = 51.0 ft 1 0.546 0.209 0.80 0.794 +1.20D+1.60Lr+0.50L+1.60H 0.794 Length = 51.0 ft 1 0.349 0.132 0.80 0.794 +1.20D+1.60Lr+0.50W+1.60H 0.794 Length = 51.0 ft 1 0.349 0.132 0.80 0.794 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 177.05 1,342.99 151.76 1,151.13 237.09 1,798.36 151.76 1,151.13 151.76 1,151.13 0.00 2470.79 0.00 3294.38 0.00 3294.38 0.00 3294.38 0.00 3294.38 0.00 0.00 0.00 11.94 70.76 343.44 0.00 0.00 0.00 10.24 60.66 457.92 0.00 0.00 0.00 16.15 95.69 457.92 0.00 0.00 0.00 10.24 60.66 457.92 0.00 0.00 0.00 10.24 60.66 457.92 4 Wood Beam Lic. # : KW-06001622 Description : (e) GLB Load Combination Segment Length Span # File = LUobs12015115010^11ENGINE-1115010.ec6 ENERCALC, INC. 1983-2015, &Ad:6.15.3.9, Ver6.12.3.31 Licensee : PETERSON-STREHLE-MARTINSON, INC Max Stress Ratios Moment Values M V a, CFN Ci Cr Cm C t CL Mu Ib Shear Values Fb Vu fv Fv +1.20D+0.50L+1.60S+1.60H Length = 51.0 ft 1 +1.20 D+1.60 S+0.50 W+1.60 H Length = 51.0 ft 1 +1.20D+0.50Lr+0.50L+W+1.60H Length = 51.0 ft 1 +1.20D+0.50L+0.50S+W+1.60H Length = 51.0 ft 1 0.437 +1.20 D+0.50 L+0.20 S+E+1.60 H Length = 51.0 ft 1 0.342 +0.90D+W+0.90H Length = 51.0 ft 1 0.210 +0.90D+E+0.90H Length = 51.0 ft 1 0.210 Overall Maximum Deflections Load Combination 0.794 0.978 0.377 0.80 0.794 0.794 0.978 0.377 0.80 0.794 0.794 0.280 0.106 1.00 0.794 0.794 0.167 1.00 0.794 0.794 0.130 1.00 0.794 0.794 0.079 1.00 0.794 0.794 0.079 1.00 0.794 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 424.81 424.81 151.76 237.09 185.89 113.82 113.82 3,222.24 3,222.24 1,151.13 1,798.36 1,410.02 863.35 863.35 0.00 3294.38 0.00 3294.38 0.00 4117.98 0.00 4117.98 0.00 4117.98 0.00 4117.98 0.00 4117.98 0.00 0.00 0.00 29.15 172.76 457.92 0.00 0.00 0.00 29.15 172.76 457.92 0.00 0.00 0.00 10.24 60.66 572.40 0.00 0.00 0.00 16.15 95.69 572.40 0.00 0.00 0.00 12.60 74.67 572.40 0.00 0.00 0.00 7.68 45.49 572.40 0.00 0.00 0.00 7.68 45.49 572.40 Span Max.' Dell Location in Span Load Combination Max "+ Defl Location in Span +D+S Vertical Reactions Load Combination 1 2.5990 Support 1 Support 2 25.500 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAMmum Overall MINimum D Only +O+L +O+Lr +D+S +0+0.750Lr+0.750L +0+0.7501+0.750S +0+0.60W +0+0.70E +0+0.750Lr+0.750L+0.450W +0+0.750L+0.750S+0.450W +0+0.7501+0.750S+0.5250E +0.60D+0.60W +0.60D+0.70E D Only Lr Only L Only S Only W Only E Only HOny 22.855 5.681 9.468 9.468 9.468 22.855 9.468 19.508 9.468 9.468 9.468 19.508 19.508 5.681 5.681 9.468 22.385 5.398 8.997 8.997 8.997 22.385 8.997 19.038 8.997 8.997 8.997 19.038 19.038 5.398 5.398 8.997 13.388 13.388 5 Wood Beam Lic. # : KW-06001622 Description : (e) GLB 8, C 4) E 0 433 325 217 108 Fite = L1,b6s12015N5010--1,ENGINE-1115010.ec6 ENERCALC, INC. 1983-2015, Buitd:6.15.3.9, Vec6.123.31 Licensee : PETERSON-STREHLE-MARTINSON, INC MEMBER-•» 1 +1,46D+1.668 C +L26D+1.66S+D.S6W+1.6DH 33 1] MEMBER. » z •16 .33 4,84 996 14,89 1932 2494 29,90 3499 4022 4504 5027 Distance (ft) 1 +L26D+6.S611+1,66L+1,66H 1 +L26D+1.661+6.SOS+1.66H A +1.26D+1.661i+6.S6L+1.66H C +1.16D+1.66U+6.S6W+1,66H +1.26D+6,51+1.66S+1.66H 1 +126D+6.SQl'+6S61+W+1,66H I +1,266+6.561+6.S6S+W+1.66H 1 +126D+6,S61+6.26S+E+1.66H 1 +6.46D4+6.46H 1 +0.96D+E+119611 4,84 926 14,89 19,2 24,94 29N 34,99 40,02 4504 SOAP 1 +1ADD+1,6611 1 +L26D+D561'+1,661+1,66H 1 +1.26D+1.661+D.SDS+1.66H A +120+1.661.+6361+1,66H C +L26D+1,6611+6.S6W+1.66H C +1.21M.S61+1.665+1.66H C +1,26D+1.66S+D.S6W+1,6611 1 +126D+6.S6L4S61+W+1,66H 1 +L26D+6S61+6,S6S+W+1,66H 1 +126D+6.56L+6.265+E+1.66H 1 +6.96D+W+6,46H 1 +6.96D+E+6,96H 6 Wood Beam Lic. # : KW-06001622 Description : MEMBER...» c -13 -2A •2,7 (e) GLB File = LUobs12015\15010-4ENGINE-1115010.ec6 ENERCALC, INC.1983-2015, Build:6.15.3.9, Ver.6.123.31 Licensee : PETERSON-STREHLE-MARTINSON, INC 4,84 1 DOnly r: +6+6.6DW 1 +6,66D+6.16E 1 Holy 986 1 +D+L 1 +D+6.16E 1 DORly 1 Hilly 19,92 24,94 2991 34,99 40,02 4524 M& e(ft) 1 +D+L, & +D+S C +D+6.1SDli+DJSDL +D+6J5DL+6JSDS 1 +6+6J561.4J561.+DASDW 1 +D+DJSDL+6.ISDS+6.4S6W 1 +D+61501.+DJSDS+D.SZSDE 1 +6.66D+6.66111 LPOiIy LOply Holy !l WOtiIy 50.0] 7 Wood Beam Lic. # : KW-06001622 Description: (e)4x12 CODE REFERENCES File = Llbbs12015115010-11ENGINE-1115010.ec6 ENERCALC, INC. 1983-2015, 8uiki:6.15.3.9, Ver.6.12.3.31 Licensee : PETERSON-STREHLE-MARTINSON, INC Calculations per IBC 2012 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Fb - Tension Fb - Compr Fe - Pr11 Fc-Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling : Douglas Fir - Larch : Select structural D(0.7) D(0.12) S(0.2) 1,500.0 psi E : Modulus of Elasticity 1,500.0psi Ebend-xx 1,900.0ksi 1,700.0 psi Eminbend - xx 690.0ksi 625.0 psi 180.0 psi 1,000.0psi Density 32.210pcf Applied Loads 4x12 Span = 17.0 ft Service Toads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 8.0 ft Point Load: D = 0.70 k @ 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection 0.479 in Max Upward Transient Deflection 0.000 in Max Downward Total Deflection 0.821 in Max Upward Total Deflection 0.000 in Maximum Forces & Stresses for Load Combinations 1.05't 1 Maximum Shear Stress Ratio 4x12 Section used for this span 1,994.46psi fv : Actual 1,897.50psi Fv : Allowable +D+S Load Combination 8.252ft Location of maximum on span Span # 1 Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 425 0 <360 248 0 <180 Design N.G. 0.559 : 1 4x12 115.80 psi 207.00 psi +D+S 0.000 ft Span # 1 Load Combination Segment Length Max Stress Ratios Span # M V Cd C FN Moment Values Ci Cr Cm C t CL M tb Fb Shear Values V fv Fv D Only Length =17.0 ft +D+L Length = 17.0 ft +D+Lr Length =17.0 ft +D+S Length = 17.0 ft +D+0.750Lr+0.750L Length = 17.0 ft +D+0.750L+0.750S 1 0.554 0.359 1 0.499 0.323 1 0.399 0.258 1 1.051 0.559 1 0.399 0.258 0.90 1.100 1.100 1.00 1.100 1.100 1.25 1.100 1.100 1.15 1.100 1.100 1.25 1.100 1.100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.06 822.98 5.06 822.98 5.06 822.98 12.27 1,994.46 5.06 822.98 0.00 1485.00 0.00 1650.00 0.00 2062.50 0.00 1897.50 0.00 2062.50 0.00 0.00 0.00 0.00 1.53 58.13 162.00 0.00 0.00 0.00 1.53 58.13 180.00 0.00 0.00 0.00 1.53 58.13 225.00 0.00 0.00 0.00 3.04 115.80 207.00 0.00 0.00 0.00 1.53 58.13 225.00 0.00 0.00 0.00 8 Wood Beam Lic. # : KW-06001622 Description : (e)4x12 Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Cm C t CL File = Ltbh612015115010--11ENGINE-11151110.ec6 ENERCALC, INC. 1983-2015, Build:6.15.3.9, Ver.6.12.3.31 Licensee : PETERSON-STREHLE-MARTINSON, INC Moment Values Shear Values M fb Fb V fv Fv Length =17.0 ft 1 0.897 0.490 1.15 1.100 1.00 1.00 1.00 1.00 1.00 10.47 1,701.19 1897.50 2.66 101.39 207.00 +0+0.60W 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.0 ft 1 0.312 0.202 1.60 1.100 1.00 1.00 1.00 1.00 1.00 5.06 822.98 2640.00 1.53 58.13 288.00 +D+0.70E 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.0 ft 1 0.312 0.202 1.60 1.100 1.00 1.00 1.00 1.00 1.00 5.06 822.98 2640.00 1.53 58.13 288.00 +0+0.750Lr+0.750L+0.450W 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.0 ft 1 0.312 0.202 1.60 1.100 1.00 1.00 1.00 1.00 1.00 5.06 822.98 2640.00 1.53 58.13 288.00 +040.750L+0.750S+0.450W 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.0 ft 1 0.644 0.352 1.60 1.100 1.00 1.00 1.00 1.00 1.00 10.47 1,701.19 2640.00 2.66 101.39 288.00 +0+0.750L+0.750S+0.5250E 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.0 ft 1 0.644 0.352 1.60 1.100 1.00 1.00 1.00 1.00 1.00 10.47 1,701.19 2640.00 2.66 101.39 288.00 +0.60D+0.60W 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.0 ft 1 0.187 0.121 1.60 1.100 1.00 1.00 1.00 1.00 1.00 3.04 493.79 2640.00 0.92 34.88 288.00 +0.60D+0.70E 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 17.0 ft 1 0.187 0.121 1.60 1.100 1.00 1.00 1.00 1.00 1.00 3.04 493.79 2640.00 0.92 34.88 288.00 Overall Maximum Deflections Load Combination Span Max. " Defl Location in Span Load Combination Max. "+ Dell Location in Span +0+S 1 0.8215 8.438 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.338 2.802 Overall MINimum 0.983 0.661 D Only 1.638 1.102 +D+t- 1.638 1.102 +0+Lr 1.638 1.102 +D+S 3.338 2.802 +0+0.7501r+0.750L 1.638 1.102 +040.750L+0.750S 2.913 2.377 +040.60W 1.638 1.102 +D+0.70E 1.638 1.102 +0+0.750Lr+0.750L+0.450W 1.638 1.102 +0+0.750L+0.750S+0.450W 2.913 2377 +0+0.750L+0.750S+0.5250E 2.913 2.377 +0.600+0.60W 0.983 0.661 +0.60D+0.70E 0.983 0.661 D Only 1.638 1.102 Lr Only L Only S Only 1.700 1.700 W Only E Only H Only 9 Wood Beam Lic. # : KW-06001622 Description : 13 9 6 c 1) E 0 E 3 (e) 4x12 File = LJubs12015115010--11ENGINE•-1115010.ec6 ENERCALC, INC. 1983-2015, Build:6.15.3.9, Ver..6.12,3.31 Licensee : PETERSON-STREHLE-MARTINSON, INC MEMBER•••» 1 only 1 +D+6.66W 1 +6.66D+6.I6E 3,4 1,8 •13 •7,9 1,61 329 4,96 6.64 831 I +D+1 1 +D+6.16E 9,99 11,66 1334 15,01 Distance (ft) 1 +D+t' 1 +D+S 1 +D+6,1561'+6J561. 1 +6+6J561+67565 1 +6+6.756146.7561+6.456W 1 +6+6.7561+6,156S+6,456W 1 +6+6,1561+6.1S6S+6.SZS6E 1 +6,666+6.66W 16,69 1 only 1 +D+6,66W 1 +6,666+6.76E 1,61 329 4,96 61,4 831 1 +D+1 1 +D+6,16E 999 114 1334 Dt ) 1 +D+L' 1 +D+S 1 +D+6,1561'+6,7561 1 +D+6,156L+6.1S6S 1 +6+6.15611+6JS61+6.4S6W 1 +6+6JS61+6,1S6S+6,4S6W 1 +6+6.1561+6.1S6S+6.52SDE 1 +6.666+6.6W 16,69 10 Wood Beam Lic. # : KW-06001622 Description : (EMBER-•» -021 c .8 42 0 .0,63 (e) 4x12 File- LUebs12015115010--11ENGINE-1115010.ec6 ENERCALC, INC.19632015, Buiki:6.15.3.9, Ver.6.12.3.31 Licensee : PETERSON-STREHLE-MARTINSON, INC D4nly E +6+6.66W 1 +6.66D+6J6E EQAIy 1,61 329 4,96 6,64 831 9,99 11,66 1334 15,01 Distace(ft) 1 +D+L 1 +6+S G +D+6JS6t1+6.7S3L L +6+6.7S6L+6,7S6S 1 0+6.756146.701+6.4SDW 1 +6+6.7S61+6,IS6S+6.4SDW 1 +6+6J561+6.7S6S+6.StSDE 1 +6.666+6.66W LI4nly L4aly SGAly C W4Aly 16,69 11 Wood Beam Lic. # : KW-06001622 Description : (e) 4x16 CODE REFERENCES Fde = Lilobs12015t15010--11ENGINE-1115010.ec6 ENERCALC, INC.1983.2015, Buld:6.15.3.9, Ver.6.12.3.31 Licensee : PETERSON-STREHLE-MARTINSON, INC Calculations per IBC 2012 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Load Resistance Factor D Fb - Tension Fb - Compr Fc - Pr1I Douglas Fir - Larch Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling Load Combination ASCE 7-10 Wood Species Wood Grade Select structural D(0.4) J 1,500.0 psi E : Modulus of Elasticity 1,500.0 psi Ebend- xx 1,900.0 ksi 1,700.0 psi Eminbend - xx 690.0ksi 625.0 psi 180.0 psi 1,000.0 psi Density 32.210 pcf Applied Loads Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Point Load : D = 0.40 k an 6.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable = Load Combination +1.20D+0.50L+1 Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection D(0.12) S(0.2) 4x16 Span = 24.50 ft * Service loads entered. Load Factors will be applied for calculations. Width =8.0ft 1.2381 4x16 3,208.22 psi 2,592.00 psi .60S+1.60H 11.982ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable 0.830 in Ratio = 0.000 in Ratio = 1.401 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Design N.G. = 0.494 :1 4x16 153.60 psi 311.04 psi Load Combination +1.20D+0.50L+1.60S+1.60H Location of maximum on span = 0.000ft Span # where maximum occurs = Span # 1 354 <360 0 <360 209 0 <180 Load Combination Max Stress Ratios Segment Length Span # M V X CFN CI Cr Moment Values Cm C t CL Mu fb Fb Shear Values Vu fv Fv +1.40D+1.60H Length = 24.50 ft 1 0.653 0.274 0.60 +1.20D+0.50Lr+1.60L+1.60H Length = 24.50 ft 1 0.419 0.176 0.80 +1.200+1.60L+0.505+1.60H Length = 24.50 ft 1 0.675 0.275 0.80 +1.20D+1.60Lr+0.50L+1.60H Length = 24.50 ft 1 0.419 0.176 0.80 +1.20D+1.60Lr+0.50W+1.60H Length = 24.50 ft 1 0.419 0.176 0.80 +1.20D+0.50L+1.60S+1.60H 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 14.34 1,268.56 12.29 1,087.34 19.78 1,749.28 12.29 1,087.34 12.29 1,087.34 0.00 1944.00 0.00 2592.00 0.00 2592.00 0.00 2592.00 0.00 2592.00 0.00 0.00 0.00 0.00 2.27 63.81 233.28 0.00 0.00 0.00 1.95 54.69 311.04 0.00 0.00 0.00 3.05 85.60 311.04 0.00 0.00 0.00 1.95 54.69 311.04 0.00 0.00 0.00 1.95 54.69 311.04 0.00 0.00 0.00 12 Wood Beam Lic. # : KW-06001622 Description : (e) 4x16 Load Combination Max Stress Ratios Segment Length Span # M V X C FN Flee = L Joba2015\15010--11ENGINE-1115010.ec6 ENERCALC, INC.1983.2015, Buid:6.15.3.9, Ver.6.12.3.31 Licensee : PETERSON-STREHLE-MARTINSON, INC Moment Values C Cr Cm C t CL Mu Shear Values tb Fb Vu iv Fv Length = 24.50 ft 1 1.238 0.494 0.80 1.000 1.00 1.00 1.00 1.00 1.00 36.27 3,208.22 2592.00 5.47 153.60 311.04 +1.20D+1.60S+0.50W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.50 ft 1 1.238 0.494 0.80 1.000 1.00 1.00 1.00 1.00 1.00 36.27 3,208.22 2592.00 5.47 153.60 311.04 +1.20D+0.501r+0.50L+W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.50 ft 1 0.336 0.141 1.00 1.000 1.00 1.00 1.00 1.00 1.00 12.29 1,087.34 3240.00 1.95 54.69 388.80 +1.20D+0.50L+0.50S+W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.50 ft 1 0.540 0.220 1.00 1.000 1.00 1.00 1.00 1.00 1.00 19.78 1,749.28 3240.00 3.05 85.60 388.80 +1.20D+0.50L+0.20S+E+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.50 ft 1 0.417 0.172 1.00 1.000 1.00 1.00 1.00 1.00 1.00 15.28 1,351.89 3240.00 2.39 67.06 388.80 +0.90D+W+0.90H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.50 ft 1 0.252 0.106 1.00 1.000 1.00 1.00 1.00 1.00 1.00 9.22 815.50 3240.00 1.46 41.02 388.80 +0.90D+E+0.90H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.50 ft 1 0.252 0.106 1.00 1.000 1.00 1.00 1.00 1.00 1.00 9.22 815.50 3240.00 1.46 41.02 388.80 Overall Maximum Deflections Load Combination Span Max. ' ' Dell Location in Span Load Combination Max. "+ Defl Location in Span +D+S+H Vertical Reactions 1 1.4010 12.250 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.222 4.018 Overall MINimum 1.063 0.941 +D+H 1.772 1.568 +D+L+H 1.772 1.568 +D+Lr+H 1.772 1.568 +D+S+H 4.222 4.018 +0+0.750Lr+0.750L+H 1.772 1.568 +0+0.750L+0.750S41 3.610 3.405 +0+0.60W++I 1.772 1.568 +0+0.70E+H 1.772 1.568 +D+0.750Lr+0.750L+0.450W+H 1.772 1.568 +D+0.750L+0.750S+0.450W+H 3.610 3.405 +D+0.750L+0.750S+0.5250E+H 3.610 3.405 +0.60D+0.60W+0.60H 1.063 0.941 +0.60D+0.70E+0.60H 1.063 0.941 D Only 1.772 1.568 Lr Only L Only S Only 2.450 2.450 W Only E Only H Only 13 Wood Beam Lic. # : KW-06001622 Description : (e) 4x16 4,4 U- L 0 E 0 37 28 18 9 FIMBER-» 1 +1,46D+1.66H +1.266+1,66S+6,S6W+1,6611 6 3 •6 2,32 MAX MOMENT EXCEEDED 6'-0" FROM END OF BEAM 4.74 1,15 951 11,98 14,40 File = LUobs\2015115010--11ENGINE-1115010.ec6 ENERCALC, INC. 1983-2015, Budd:6.15.3.9, Ver6.12.3.31 Licensee : PETERSON-STREHLE-MARTINSON, INC 164 1922 21,64 24,0S Nance(ft) 1 +1,26D+6,SDl'+1.66t+166H 1 +1.Z6D+1.661+6.SDS+1.66H 1 +126D+1,6614.561+166N i +1.26D+1.661'+6.SbW+1.66H ! +1.26D+D.S61+1,665+1,66H 1 +1.2DD+D,S6U+6.S61+M+1.66H 1 +116D+6.S61+6.S6S+W+1.66H 1 +1.26D+6,S61+6.26S+E+1,66H 1 +6.96D+W+D,96N 1 +6,96D+E+6,9611 232 4,74 951 11,98 14,40 16.81 1922 21,64 24,05 Wan (II) 1 +1.46D+1.66H 1 +1.26D+6,S6t'+16D1+1,66N 1 +1.26D+1.661+6.SbS+1,66N 1 +1,26D+1.661'+6.561+1,66H D +126D+1.66t'+656W+1.66N +1266+6,S61+1,665+1.66H +1,266+166S+6.S6W+1,66H 1 +116D+6.S6146,S6t+W+166H 1 +126D+D.S61+6.S6S+W+1,6W1 1 +1.26D+6361+616S+E+1.66H 1 +6.96D+W+6.96N 1 +6,96D+E+6,9611 14 Wood Beam Lic. # : KW-06001622 Description MEMBER--» -0.4 c .02 •1,4 (e) 4x16 File = L Jobs12015115010= •1\ENGINE-1115010.ec6 ENERCALC, INC. 1983-2015, Budd:6.15.3.9, Vec6.12.3.31 Licensee : PETERSON-STREHLE-MARTINSON,`INC I +D+H C +6+0.60W+H I +D.66D+D.IDE+0.6DH EGnIy 232 424 +D+1+H 1 +D+0.76E+H 1 Only I HGNly 7,19 9,57 11,98 14.40 1631 19,22 21,64 Distelce(ft) 1 +D+I411 D +D+S+H % +D+D.7SDLU+6.750I+H +6+0.75D1+6.7SDS+H +D+6.7SDli+D.7S0l+DASDW+H I +D+D.ISDI+DISDS+DASDW+H 1 +D+D,ISDl+D,7SDS+D.SZSDE+H 1 +0,6DD+0.60W+0.6DH IIiGnIy LOoly . SGnIy IV Only 24,0 City of Tukwila Department of Community Development 8/6/2015 JIM GIVENS 2012A112STE TACOMA, WA 98445 RE: Permit No. M15-0023 POP GOURMET POPCORN 13400 INTERURBAN AVE S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/30/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/30/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: M15-0023 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PSM CONS LTING ENGINEERS March 26, 2015 Bill Rambo and Allen Johannessen City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 RE: Mechanical Permit Application M15-0023 POP Gourmet Popcorn —13400 Interurban Ave S Dear Plan Reviewers, Please find the following changes attached for the structural drawings and calculations based on the City of Tukwila plan review dated March 16, 2015. "GENERAL NOTE" Registered engineer signed stamp -seal has been added to the structural drawing. 1. "BUILDING REVIEW NOTES" Reference to previous codes has been changed to IBC 2012. Since the initial permit, one of the mechanical units has been revised to a new location and the weight has increased. These changes are clouded on the drawing that accompanies this letter and the calculations have been modified accordingly. Please call with comments or questions. Sincerely, Peterson Strehle Martinson, Inc. David Brown, P.E. CORRECTION LTR# MIS- 00Z3 2200 6TH AVENUE, #601 WW W.PSM-ENGINEERS.COM RECEIVED CITY OF TUKWILA MAR 2 7 2015 ERMIT CENTER PHONE 206-622-4580 SEATTLE WASHINGTON 98121 USA FAX 206-622-0422 City of Tukwila Department of Community Development March 16, 2015 JIM GIVENS 2012A 112STE TACOMA, WA 98445 RE: Correction Letter # 1 MECHANICAL Permit Application Number M15-0023 POP GOURMET POPCORN - 13400 INTERURBAN AVE S Dear JIM GIVENS, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Engineers calculations refer to outdated codes and California codes. Calculations and code reference shall be revised to show compliance with 2012 International Building Codes. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. M15-0023 630n .'nuthcenter Roulevnrd Suite #11)n • Tukwila Wnchinatnn 9R1RR • Phnna 7116-431-367n • Far 7116-4a l-g66s PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0023 DATE: 03/27/15 PROJECT NAME: POP GOURMET POPCORN SITE ADDRESS: 13400 INTERURBAN AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: \q,15 Building Division 111 Public Works Fire Prevention Structural Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/31/15 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/28/15 Notation: REVIEWER'S INITIALS: �v'\ DATE:' 6 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/ 18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0023 DATE: 03/04/15 PROJECT NAME: POP GOURMET POPCORN SITE ADDRESS: 13400 INTERURBAN AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Perinit Issued DEPARTMENTS: —15 Buildingivision m, Public Works km pho ;-11-/‘ Fire Prevention Structural a n Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/05/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 04/02/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: v~t 3 Departments issued corrections: Bldg— Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 • A .y• . a City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ,3 /2,Sj/-S Plan ChecWPermit Number: M 15-0023 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: POP Gourmet Popcorn Project Address: 13400 Interurban Ave S em' o PERMIT CEti Contact Person: Zri /1/ "J Phone Number: `J- .50.3 f 7 590 Summary of Revision: ,S/Sl��/e.f-r-19 N6-44.4 /Z. S./S/:aD sTi1 v f ' /1,i .g A, Z2t%1J V 57iZazimgzei . 2vdc on."1 - ")1.' 1/xG - 60 oiar A/A75' /16AA) CN/ZAJ' O T.Cs'C w/.2 Sheet Number(s): /&5/004).Cr t`�%iTG . / 5712,exCreatal C/liC S "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: pKiEntered in TRAKiT on 0470 \applications\fomu-applications on Iine\revision submittal Created: 8-13-2004 Revised: NEW CASTLE MECHANICAL LJ r Page 1 of 3 0 Washington State Department of Labor & Industries Hone Inicio en Espanol Contact Search L&I A-Z, Index Help My Secure I &I Safety Claims & Insurance Workplace Rights Trades & Licensing NEW CASTLE MECHANICAL LLC Owner or tradesperson GIVENS, JAMES DONALD JR Principals GIVENS, JAMES DONALD JR, PARTNER/MEMBER GIVENS, TAMERA S, PARTNER/MEMBER (End: 09/09/2014) Doing business as NEW CASTLE MECHANICAL LLC WA UBI No. 602 858 734 2012 112TH ST E Suite A TACOMA, WA98445 253-503-7390 PIERCE County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties HeatingNent/Air-Conditioning and Refrig (HVAC/R) License no. NEWCACM924OD Effective — expiration 09/04/2008— 09/17/2016 Bond .........._. WESTERN SURETY CO Bond account no. 24801593 $6,000.00 Received by L&I Effective date 09/03/2010 09/03/2010 Expiration date Until Canceled Bond history Insurance .................... Mid -Century Ins Co $1,000,000.00 Policy no. 604846006 Received by L&I Effective date 09/04/2014 09/03/2014 Expiration date 09/03/2015 Insurance history Savings No savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602858734&LIC=NEWCACM924OD&SAW= 4/3/2015