The URL can be used to link to this page

Home My WebLink AboutPermit M19-0112 - TRAPPER'S SUSHI - WALK-IN BEER COOLER AND REFRIGERATION EQUIPMENTSTRAPPER'S SUSHI 468 SOUTHCENTER MALL EXPIRED 01/21/2020 M19-0112 Parcel No: 0 �~^�«x ^�� l"°"^U ^~U~n v�n v U�mmm�oa Department Development hyonsoutocenterBoulevard, uuue#zuu Tukwila �VVashinQmn98188 n�""~'�n�-un/'��ro ''----- ----- Inspection Request Line: 2V5-43g-935O Web site: http://www.TukwilaWA.Rov 9202470010 Project Name: TRAPPER'S SUSHI MECHANICAL PERMIT Permit Number: K819-0112 Issue Date: 7/25/2019 Permit Expires On: 1/21/2020 Address: Contact Person: WESTFIELD PROPERTY TAX DEPT POBOX l]U940'C4RLSBAD'WA, 92013 Address: 79072I2TH5T5VV#100,EDMONDS, WA, 98026 Contractor: Name: POLAR BEAR MECHANICAL INC Address: 4OlNEpAVENNA8LSUITE l3O' SEAlTLE WA, 98116 License No: POLxR8x8891PC Lender: Name: Address: Phone: (360)202-7115 Phone: (425) 967-5827 Expiration Date: 10/3/2019 DESCRIPTION OF WORK: |M5TALAT0NOFCUSTOMER PROVIDED CUSTOM WALK |N BEER COOLER AND ASSOCIATED REF|RGERAT|ON EQUIPMENTS. Valuation of Work: $2,475.00 Type ofWork: NEW Fuel type: ELECT Fees Collected: $24569 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|LA Sewer District: TUKVV|LA 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: rized Signature: ational Electrical Code: VVACities Electrical Code: vVACZ9646B: 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 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 d agree to tconditi9ns attached to this permit. development per ita Signature: Print Name: 1- 1 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval, 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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. 15: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO WALK-IN COOLER.) 13: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) lZ: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. New sprinkler systems and all modifications tosprinkler systems involving more than 50heads shall have the written approval ofFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal tothe Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. <OtyOrdinance No. 2430). 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 17: These plans were reviewed byInspector 5l1. |fyou have any questions, please call Tukwila Fire Prevention Bureau ct(2U6)575-44O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)43W-935O 1400 FIRE FINAL 1800 MECHANICAL FINAL 0609 P|P[/DU[T|NSULAJ|ON 0705 REFRIGERATION EQUIP 0701 NOUGM'|NN1E[MAN|[AL CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd., Suite .100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. in / ()// Project No. Date Application Accepted: 7- /0- / Date Application Expires: /0 -70 (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 King Co Assessor's Tax No.: Site Address: Libs. fA g Suite Number: Tenant Name: pio-ri S. 5 s PROPERTY OWNER Name: Address: * L zg 1( NE, (14, ti, 13 lq c-C_ City: 14. t "r tx. ,,i, State: v A_ Zip: eNO3y CONTACT PERSON - person receiving all project communication Name: i•-' ) kar 6-.r- Address: 3-10 St.. Rd 400 City: cat.v.„.6.4s State: CAM- ,P6r2,6 Phone: Fax: 3G0 Z.01,7115" Email: q trAi I r btkoptec 4 qvi ick, ,r, New Tenant: Floor: Yes .. No MECHANICAL CONTRACTOR INFORMATION Company Name: Pe lit r fig--i Aett Q.. k..Q , h,e. Address: ..c(09. ficaie4 9_ SW *4 t 00 City: Stateov zo„..era Phone: , Fax: SF(Zt- Contr Reg No.: Exp Date: Tukwila Business License No.: (3,us ... 0 ,, 7 Cfl3i 0 3 1 (159 g Valuation of project (contractor's bid price): $ 2_ ti -:7- Describe the scope of work in detail: 5 1-‘Al-f-l'el", r 4?,exer- (Data/ ck s ect. ler) (Id Cat slo,, vl Use: Residential: New Commercial: New Fuel Type: Electric Replacement Replacement Gas 0 Other: HAApplications \ Forms -Applications On Line \ 2016 ApplicationsliMechanical 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/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 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 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-10PM, 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 (7am-10pm); • 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 0 R OR U HOR ZED AGENT: Signature: Print Name: aq rte S Mailing Address: "--4" ereq- 54- sw Day Telephone: Z� 2- 76Z-3 0 s c,Ati 77e a6 City State Zip ApplicationsWorms-Applications On Line120 I 6 Applications\ Mechanical Permit Application Revised 1-4-16.docn Revised: January 2016 Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $245.69 M19-0112 Address: 468 SOUTHCENTER MALL Apn: 9202470010 $245.69 Credit Card Fee $7.16 Credit Card Fee R000.369.908.00.00 0.00 $7.16 MECHANICAL $229.36 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 5150,34 PLAN CHECK FEE R000.322,102.00.00 0.00 $45,87 TECHNOLOGY FEE $9.17 TECHNOLOGY FEE R000.322.900.04.00 0.00 $9.17 TOTAL FEES PAID BY RECEIPT: R18090 $245.69 Date Paid: Wednesday, July 10, 2019 Paid By: CHARLES LIGHTSEY Pay Method: CREDIT CARD 03611J Printed: Wednesday, July 10, 2019 11:34 AM 1 of 1 CO TUKWILA ETRAKIT 6280 B]UTH[ENTER BLVD TUKWILA' WA 98188 206'433'1870 CITY OF TUKWIL4 0017340000882374404500 Date: 07/10/2019 1I:33:55 AM CREDIT CARD SALE MASTERCARD X �CARDHOLDER'S SIGNATURE) I AGREE TO PAY THE ABOVE TOTAL AMOUNT x[[0RoImG TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy STRUCTURAL ENGINEERING CALCULATIONS TAMARACK , GROVE ENG NEEF''.'NG Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 BRIAN J. SIELAFF, P.E. STRUCTURAL ENGINEERING CALCULATIONS FOR CUSTOM COOLER, INC. TRAPPER SUSHI (BEER COOLER) TUKWILA, WA TGE PROJECT NO.: TGE19-12562 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 4 2019 City of Tukwila BUILDING DIVISION DESIGN CRITERIA: STRUCTURAL CODE: SEISMIC PARAMETERS: 05/28/19 STA MP SEISMIC DESIGN CATEGORY: MINIMUM INDOOR LATERAL LOAD: WALL/CEILING DEAD LOAD: INDOOR CEILING LIVE LOAD: FILE RECEIVED CITY OF TUKWILA JUL 1 0 2019 PERMIT CENTER 141 0112. 2015 IBC Ss = 1.463 g Si = 0.546 g D 5.0 PSF 5.0 PSF 10.0 PSF 812 S. La Cassia Dr. - Boise, Idaho 83705 (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TACK Tr GRO 1 N E E R I N G TABLE OF CONTENTS Project Herne: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Plumber: TGE19-12562 z SCOPE OF WORK 3 2 PROJECT INFORMATION...... ........... ...................................................•...,.......................•., ...,.......... ....... . ...., 3 JURISDICTIONAL INFORMATION 4 4 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS 5 5 GENERAL STRUCTURAL NOTES 6 6 SEISMIC ANALYSIS 7 STRUCTURAL ENGINEERING CALCULATIONS9 8 SOFTWARE PRINTOUTS i6 8.1 HILT' PRINTOUTS i6 g MATERIAL AND HARDWARE PRINTOUTS 21 9.1 CUSTOM COOLER LARR 25690 21 7 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS ENGINEERING Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 SCOPE OF WORK Tamarack Grove Engineering is providing structural engineering calculations for the walk-in cooler manufactured by CCI Global DBA Custom Cooler to verify the structural integrity of the panels and anchorage to the slab. The design of the slab/foundation is to be provided by others. Redline drawings provided to the client as needed based on calculations and code requirements. 2 PROJECT INFORMATION Tamarack Grove Engineering TGE Project Number: Date: TGE Contact: TGE Engineer of Record: Project Client Information: Company: Contact: Address: Phone: Email: Client Logo: Project Site Information: Name: Address: Coordinates: Phone: Email: Site Elevation: Live and Dead Loads Ceiling Live Load: Ceiling Dead Loads: Steel Facing (ASTIVI-A-646): Insulation: Miscellaneous: TOTAL: TGE3.9-12562 5/28/2o3.9 Ian McClure Brian J. Sielaff, P.E. CUSTOM COOLER INC. Rick Kay 420 E. Arrow Highway San Dimas, CA 91773 909-592-un rickk@a customcooler.com Custom Cooler CLC te Compaly 420 E. ARROW HIGHWAY SAN DIMAS, CA 91773 TEL: (909) 592-1111 FAX: (909) 599-6225 Trapper Sushi (Beer Cooler) 468 Southwest Mall Tukwila, WA 981.88 47.448° N, 122.282° W N/A N/A N/A io PSF s.o PSF (26 GA. — t = 0,02 inch) s.a PSF 3.0 PSF 5.o PSF 1005 GIGMAN ROAD NE CONYERS, GA. 30013 TEL: (678) 712-5656 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK s GROVE ENG NEERING JURISDICTIONAL INFORMATION Seismic Design Information: Seismic Parameters: Ss=1.463 9 Si=0.546 9 SDs=0.975 9 SDI=0.546 9 Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 Seismic Design Category: D Site Coefficient, FA: i.000 Site Coefficient, Fv: 1.500 Building Site Class: D Analysis Procedure Used: Equivalent Lateral Force Procedure for Non -Structural Components Basic Seismic -Force -Resisting -System: Bearing Wall System — Light Framed Walls of All Other Materials Importance Modification Factor, IP: a.o (ASCE 7-io 13.1.3) Amplification Factor, ap: z.o (ASCE 7-io Table 3.3.6-3.) Response Modification Factor, Rp: 2.5 (ASCE 7-3.0 Table 13.6-1) Lateral Pressure Design Information: Maximum Indoor Lateral Load: 5.0 PSF 812 S. La Cassia Dr. Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK IT GROVE E N G, N E E P IN G Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 4 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS + CUSTOM COOLER INC. LARR 25690 • 2015 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION • ICC ESR-i.976, "ITW BUILDEX TEKS SELF DRILLING FASTENERS" • AISC STEEL CONSTRUCTION MANUAL- �4TH EDITION • ICC ESR-3027: "HILTI KWIK HUS-EZ (KH-EZ) AND KWIK HUS EZ i (KH-EZ 3.) CARBON STEEL SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE" 812 S.'La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK FP GROVE ENGINEER I N G 5 GENERAL STRUCTURAL NOTES Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 1. GENERAL STRUCTURAL NOTES: A. CONTRACTOR TO VERIFY ALL OPENINGS, BUILDING DIMENSIONS, COLUMN LOCATIONS AND DIMENSIONS WITH OWNER PRIOR TO SETTING OF ANY COOLER BOXES OR CONSTRUCTION. B. THE ENGINEER OF RECORD 15 NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING TO THE ENGINEER OF RECORD. C. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING AND/OR TEMPORARY STRUCTURAL STABILITY FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR FINAL CONFIGURATION. D. NOTCHING AND/OR CUTTING OF ANY STRUTURAL MEMBER IN THE FIELD 15 PROHIBITED, UNLESS PRIOR CONSENT IS GIVEN BY THE ENGINEER OF RECORD. E. ALL FUTURE ROOF/CEILING MOUNTED EQUIPMENT NOT CURRENTLY SHOWN ON THE APPROVED SHOP DRAWINGS SHALL BE COORDINATED WITH THE FOR PRIOR TO ANY INSTALLATION, TYP, 2. SPECIAL INSPECTIONS & TESTING (QUALITY ASSURANCE PLAN): A. GENERAL: 1. INDEPENDENT TESTING LAB SHALL BE RETAINED BY OWNER TO PROVIDE INSPECTIONS AND SPECIAL INSPECTIONS AS DESCRIBED HEREIN. 2, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ON SITE ACCESS TO ALL REQUIRED INSPECTIONS AND NOTIFIES TESTING LAB IN TIME TO PERFORM SUCH INSPECTIONS PRIOR. 3. DO NOT COVER WORK REQUIRED TO BE INSPECTED PRIOR TO INSPECTION BEING MADE. IF WORK 15 COVERED, CONTRACTOR WILL BE RESPONSIBLE FOR UNCOVERING AS NECESSARY. 4. THE CONTRACTOR SHALL CORRECT ALL DEFICIENCIES AS NOTED WITHIN THE SPECIAL INSPECTION REPORTS AND/OR THE ENGINEER OF RECORD'S FIELD OBSERVATION (STRUCTURAL OBSERVATIONS) REPORTS TO BRING THE CONSTRUCTION INTO COMPLIANCE WITH THE CONTRACT DOCUMENTS, ADDENDUMS, REVISIONS, RFI'S AND/OR WRITTEN INSTRUCTIONS. THE CONTRACTOR IS RESPONSIBLE TO REQUEST SUMMARY REPORTS FROM THE SPECIAL INSPECTOR AND ENGINEER OF RECORD AT THE TIME OF THE PROJECT SUBSTANTIAL COMPLETION. PRIOR TO REQUESTING THE SUMMARY OF STRUCTURAL OBSERVATION REPORTS FROM THE ENGINEER OF RECORD, THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT AND ENGINEER OF RECORD A LETTER STATING THAT ALL OUTSTANDING ITEMS NOTED ON PREVIOUS STRUCTURAL OBSERVATION REPORTS HAVE BEEN COMPLETED IN ACCORDANCE. WITH THE CONTRACT DOCUMENTS, ADDENDUMS, REVISIONS, RFI'S AND/OR WRITTEN INSTRUCTIONS, B. SPECIAL INSPECTIONS: 1. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED TO MEET THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE (CBC) AS RECOMMENDED BY THE LOCAL BUILDING JURISDICTION. 2. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT CERTIFIED TESTING LABORATORY EMPLOYED BY THE OWNER PER SECTION 1704 OF THE 2016 CBC. 3. THE INDEPENDENT CERTIFIED TESTING LABORATORY AND INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL SHOW COMPETENCE TO THE SATISFACTION OF THE LOCAL BUILDING OFFICIAL, OWNER, ARCHITECT AND ENGINEER OF RECORD FOR THE PARTICULAR OPERATION. ALL SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT AND ENGINEER OF RECORD STATING THE PROJECT NAME AND ADDRESS. 4. THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEMS NOT COMPLYING WITH THE PROJECT SPECIFICATIONS, CONTRACT DOCUMENTS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE ITS ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD, THEN THE WORK WILL BE CONSIDERED NON -COMPLIANT. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS 6 SEISMICANALYSIS OTCHazards by Location Search Information TAMARACK ¶ GROVE ENG- MEEPIN Address: 468 SOUTHWEST MALL, TUKWILA, WA 98188 Coordinates: 47.4489305, -122.28291609999997 Elevation: 482 ft Timestamp: 2019-05-22T17:00:39.816Z Hazard Type: Seismic Reference ASCE7-10 Document: Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 Redmond S tr7 rest Kent Tacoma 0 PlPfar tip Go gle Map Report a map ena Risk Category: II Site Class: MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.40 1.20 0.80 1.00 0.60 0.80 0.60 0.40 0.40 0.20 0.20 0.00 0.00 0 0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 0 0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) Basic Parameters Name Value Description Ss 1.463 MCER ground motion (period=0.2s) Si 0.546 MCER ground motion (poricx1=1.0s) Sms 1.463 Site -modified spectral acceleration value Smi 0.819 Site -modified spectral acceleration value SDS 0.975 Numeric seismic design value at 0.2s SA Sul 0.546 Numeric seismic design value at 1.0s SA ',Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2s F, 1.5 Site amplification factor at 1.0s 812 S. La Cassia Dr. • Boise, Idaho 8 705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK 'Tr GROVE ENG,NEERING CRs 0.943 Coefficient of risk (0.2s) CR1 0.93 Coefficient of risk (1.0s) PGA 0.603 MCEG peak ground acceleration F PGA 1 Site amplification factor at PGA PGAm 0.603 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1,463 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.552 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 3.318 Factored deterrninistic acceleration value (0.2s) S1RT 0.546 Probabilistic risk -targeted ground motion (1.0s) Si UH 0.587 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S 0 1.068 Factored deterministic acceleration value (1.0s) PGAd 1.198 Factored deterministic acceleration value (PGA) Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 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 arty output obtained from this tool with the local Authority Having A/nu/a:bon before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume al liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible ,`or building code approval and interpretation for the building site described by latitude/longitude location in the report. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK V GROVE E 4 NEER iNG 7 STRUCTURAL ENGINEERING CALCULATIONS JURISDICTION INFORM ,TION JURISDICTION: STRUCTURAL CODE: WASHINGTON INTERNATIONAL BUILDING CODE 2015 Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 OK :=1 NG DESIGN CRITERIA SFTSMIC CRTTF,BIA R:=2.5 z:=0 ft Design Spectral Response for Short Period, (g) Response Modification Factor Importance Modification Factor Height of Base off of the Ground BASIC DESIGN VALUES 10 paf PLL := 300 ibf 131'pant I 5 P8f Anterrra/ 5 p8f Cooler Panel Live Load Imposed Live Load Cooler Panel Dead Load Minimum Indoor Lateral Load ASD LOAD CO B NATIONS 7- 0 W3:=DL(+LLik,„A= 15 paf Load Combination 3: D+(Lr, S, or R) 1 DESIGN CALCULATIONS: Vilidth:=6.42 ft Length := 8.08 ft Lculirig := 5 in t prancl H:=8.5 ft H„,:= 8.0.8 ft PANEL MANUFACTURER: CUSTOM COOLER INC Unit Width Unit Length Ceiling Panel Thickness (Worst Case) Wall Panel Thickness (Worst Case) Mean Ceiling Height Mean Wall Height PANEL SPECIFICATION: 5" WOOD FRAME URETHANE PANELS (LARR #25690) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK ITT GROVE ENG NEERING 2 'TYPICAL CEILING PAN L:= 6.42 ft kii= 10 ft T width= 3.92 ft LOADS: • Td,, = 58•8 plj Weciliny_fle-Nivrt • L 2 1LL • L max = 481..5 ft • lbf 8 4 (t1.; rpilg m firg n r) . L max- . PL L 2 =300 lbf 13( (Ili fr./ T width* 65 psf 254.8 PO 147 ail (.66140 • L all ill allow := = 3185 ft. lbf 8 1.17 * = V allow 1274 tbf 2 CHECK 'ma-r = 1 Vallow> Vnecir = 1 Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 Design Length (Worst Case) Corresponding Allowable Span (LARR 25690) Tributary Width of Panel for Evaluation (LARR 25690) Uniform Load Acting on Ceiling Maximum Moment (ENERCALC) Maximum Shear (ENERCALC) Allowable Panel Load (LARR 25690) Allowable Moment Allowable Shear SUMMARY: THEREFORE, usza" WOOD FRAMED URETHANE FOAM PANELS FOR CEILING PER PLAN 4) TYPICAL WALL PANEL „,:= 8.083 ft Talath_reib.ng:= 3.25 ft Twidth := 3.92 ft LOADS: Design Height Tributary Width of Ceiliing on Wall Tributary Width of Ceiiing Panel Vt0 Total Axial Load From T eri fit lisciling f""pancl • 7- wirilltccif mg = 92,8 Pli Ceiling width. Hga_„..„.":= 31 ft Allowable Height for Axial Load (LARR 25690) PuiLaxml'= 600 PO wdf sign _waltz= Penternai • T width = 19•6 Pli l_ru,. ft Total Allowable Axial Load (LARR 25690) Transverse Load on Wall Allowable Height for Transverse Load (LARR 25690) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE E GiNEERING Wu := 65 psf • T width= 254.8 Of Wdesign oiling Wiksign wall = 0.23 Reanthincd:= P ail axial Wall CHECK Rembincd< 1.0 =1 Project Name: TRAPPER SUSHI Location:: TUKWILA, WA TGE Job )4umber: TGE19-12552 Total Allowable Transverse Load Combined Axial and Bending Ratio SUMMARY: THEREFORE, USE 5" WOOD FRAMED URETHANE FOAM PANELS FOR WALLS PER PLAN, GRIDLINFS I AYOIEL. PER ASCE 7-10 CHAPTER 15, SECTION 15.1.3, "STRUCTURAL ANALYSIS PROCEDURES FOR NONBUILDING STRUCTURES THAT ARE SIMILAR TO BUIDINGS SHALL BE SELECTED IN ACCORDANCE WITH SECTION 12.6. THUS, AS PER ASCE 7-10 SEC. 12.6, THE EQUIVALENT LATERAL FORCE PROCEDURE WILL BE USED. SEISMIC CRITERIA: 1.463 Seismic Coefficient Fa :=1 Site Amplification Factor Si := 0.546 Seismic Coefficient Height of Structure In Feet (Unitless) n ft S = 0.975 Seismic Coefficient c, 0.02 Approximate Period Parameter 1 (Table 12.8-2) SDI := 0.546 Seismic Coefficient x:= 0.75 Approximate Period Parameter 2 (Table 12.8-2) T,6 Long -Period Transition DESIGN CRITERIA: ft2 Total Area of Roof 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK ?TT GROVE ENGINEERING 2 (Width + Length) = 29 ft Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 Total Length of Walls LATERAL FORCE GENERATION (SHEAR WALL): ( Wt :1.-- (A,(4 • DLIi) + ----2 • Ldi • DLpf) =845.32 ibf Effective Seismic Weight T „:= t • ta„' =7-0.1 Approximate Fundamental Period NOTE: IF THE STRUCTURE IS 5 STORIES OR LESS ABOVE THE BASE, Ss MAY BE RECALCULATED AS: S,:= if (Ta 0.5,min (1.5 , ,S) = 1.463 Seismic Coefficient (12.8.1.3) 2 Sac :=—• F • S, 0.975 3 SOS R. Theoretical Site Coefficient =0.39 Seismic Response Coefficient (Sec. 12.8.1.1) C.4_7114.1" if SDI SDI`TL „ R) 2 IR) T • (— T • I, a =2.194 Maximum Coefficient := max (0.044 • S Ds • , 0.01) = 0.043 0.5•Si if Si > 0.6, ....._R ,C„ ji (I, max (C, , ) = 0„39 Cs= rain (C; , , C.' ) = 0.39 Minimum Coefficient =0.043 Minimum Coefficient Seismic Response Coefficient Seismic Response Coefficient Fi,:=C,• WI= 329.79 lbf Seismic Base Shear ASD Seismic Base Shear F p „.„I:= 0.7 • Fp= 230.85 lbf Fp_i„„,„„„ 1:= — • Length. • pi„„,„,1= 171.7 ibf Lateral Force from Minimum Indoor Lateral Load (1-1) - 2 Fd( „g„_, := max (FdiFp_prcvreire_l = 2:30.85 lbf Lateral Design Force (1-1) lErfr.s-vg,1_ = 98.57 74 Lengt/L F p_pres.4tfre_.2 2 Distributed Design Load (1-1) • 1Vidth • p„a„,„,1= 136.43 ibf Lateral Force from Minimum Indoor Lateral Load (2-2) Fp_firmgit_2'="18'x (F1,_ageill:Pp_prc.w%frt._1) = 230.85 ibf Lateral Design Force (2-2) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK IT GROVE N G.NEER IN Fp cfct 2 Wricrugu 2 Width := r - Pi/ SHEAR WALL CALCULATIONS: L=6.422 ft Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 Distributed Design Load (2-2) Length of Wall Line 1 T„o := 4.04 ft Tributary Width • 15.79 plf in -Plane Force on Wall 1 L2:= Width = 6.42 ft Length of Wall Line 2 Ttmith 2 := 4A/4. ft Tributary Width 2 wat,orm_i • Twidtit_2 15 . 79 Of := L2 77Lin(L1, 2 160 Of In -Plane Force on Wall 2 =1.3 Worst Case Shape Ratio CHECK: Frin_r„piam,> nia.x (fi f ,)=1 LA := 8.08 ft _ wde,Ig44_2 •1 wi A LA LR:=:3 ft Allowable In -Plane Shear (LARR 25690) Length of Wall Line A T„,idth_A :=3.21 ft TributaryWidth = 12.55 plf In -Plane Force on Wall A Length of Wall Line B T:1urith13:= 3.21 ft Tributary Width fitod,,5illv_2 • Tividrit_n _ 33.7, pif t '= 1/444 R. = 2.7 min (LA , .L) Full tuplaue::"2- 77 pif CHECK: F,in4?, max fA, =1 In -Plane Force on Wall B Worst Case Shape Ratio Allowable In -Plane Shear (LARR 25690) SUMMARY: THERFORE_USE5 THICK WOOD FRAMED URETHANE FOAM PANELS FOR LAURA/. RESISTANCE, 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK tr GROVE EN G EERING Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 6) TYPICAL CEILING TO ALL CONNECTION (DETAIL 2) H „,= 8.08 ft LOADS: 1111 Ptrarrs' := Pt?! tri-rtal::: 20.21 Of 2 fir,.14„,,:= max f1 f 21[13.f13 = 33.79 Of fmax :=1-11" (pram.. finpinrp.r) = 33.79 Plf LAG SCREW CONNECTION: 23 in 11.4111....,r-F.F.u, • 573 ibf — 298.96 of Smcrrri, Design Height Out -Of -Plane Shear Force on Connection In -Plane Shear Force on Ceiling -Wall Connection Maximum Shear Force on Anchor Spacing of Connection Through Angle Allowable Shear of Lag Screw (LARR 25690) CHECK: f nuix ail scum = 1 SUMMARY.. THE IMPOSED FORCE ON THE CONNECTION IS LESS THAN THE ALLOWABLE FORCE. THEREFORE. THE WALL -CEILING CONNECTION IS ACCEPTABLE FOR RESISTING DESIGN LOADS, 7 WALL TO CONCRETE CONNECTIONS DETAIL 3 11„,= 8.08 ft LOADS: Ptrams 2 = 20 .21 Of .f max f f A f rs) =_ 3:3 79 f Mai Ptrart.N f plow) = 33.79 Of #14 TEK SCREW: 5,,,„,„,11:= 23 in CD:= 1.6 CD• 142 ibf Van Ncruu.,14'• — 118.54 Of CD • 172 ibf Taii_,SCrcto1•1:= s:-- 143.58 plf scret4,14 Design Height Out -Of -Plane Shear Force on Connection In -Plane Shear Force on Floor -Concrete Connection Maximum Shear Force on Anchor Spacing of #14 Tek Screw Through Angle Load Duration Factor (2015 NDS) Allowable Shear of #14 Tek (Dowel Bearing Strength In Design Aids) Allowable Tension of #14 Tek (2015 NDS) 812 S. La Cassia Dr. • Boise, Idaho 83705 (208) 345-8941 (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK 11 GRO ENO`NEERING 16-GA ANGLE BEARING STRENGTH (AISC SECTION J3.10): d := 0.25 in Diameter of Screw t := 0.060 in Thickness of Angle 0=0.75 LRFD Factor fl := 1.2 /,. • t • F„, 3042 lbf min 23 in fl ,R„ 404 ibf fina:r Rt„i„:= =93 ibf 0.7 HILTI KH-EZ: 24 in r : 1 in Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 d 0.125 in 0.B1 in Clear Edge Distance 2 52 kon Tensile Strength of Angle R „2:= 2.4 d • t • F„. 1872 lbf Bearing Capacity Spacing of Anchor LRFD Shear Force on Anchor Spacing of Anchor Through Angle „:= 2.0 Overstrength Factor 11“• mycluor:= 11111-r 4911110i4J/ 19 3 1 1 lbf 0.7 750 lbf CHECK V„ii.,..wrovti finpium: Vnanriwr> V gnehor = 1 Shear Force on Anchor Allowable Shear on Anchor (Hilti Anchor Software Printouts) Mattis 1 R,› Rua = 1 SUMMARY: THE IMPOSED FO10E CN THE CONNEC77ON IS LESS THAN THE ALLOWABLE FORCE. LOADS, 812 S. La Cassia Dr. • Boise, Idaho 83705 (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS Project Name: Location: f GROVE TGE Job TRAPPER SUSHI TUKWILA, WA Number: TGE19-12562 TAMARACK ENGINEERING 8 8.1 SOFTWARE PRINTOUTS HILTI PRINTOUTS www.hiltt.us Profis Anchor 2.7,1 Company: TGE Specifier: Address, Phone 1 Fax: I E-Mail: Page: 1 Project: Trapper Sushi Sub.Project 1 Pos. No.: Date: 5/22/2019 Specifiers comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof. Stand-off installation: Anchor plate. Profile: Base material: Installation: Reinforcement: Seismic loads (cat C, D, E, or F) Geometry [in,] & Loading [lb, in.Ib] 1. KWIK HUS-EZ (KH-EZ) 1/4 (1 tioc,„ = 1.180 in., h,,,,m = 1.625 in. Carbon Steel ESR-30.27 2/1/2016 112/1/2017 Design method ACI 318-14 / Mech. et, = 0.000 in. (no stand-off); t = I,, x I., x t = 1.500 in. x 24.000 in. no profile cracked concrete, 2500, fi = 2500 hammer drilled hole, Installation tension: condition B, shear: condition edge reinforcement: none or < Tension load: yes (17.2.3.4 3 (c)) Shear load: yes (17.2.3.5.3 (b)) Z 5/8) 4 0.060 in. x 0.060 in.; (Recommended plate thickness. not calculated psi; h = 4.000 in. condition: Dry B; no supplemental splitting reinforcement present No. 4 bar X Input dela end results r,Wst be Checked for agreement usth Ihs exreling cond/tions and for plusib. 1yl PROFIS An ( c) 2003-2009 Hall AG, FL-9494 Sctw3n H=Si a n registamd Trams+nark of HOD AG, Srnaan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS Project Name: Location: TRAPPER SUSHI TUKWILA, WA Number: TGE19-12562 TAMARACK IT GROVE TGE Job ENG.NEERING www.hlltl.us Profis Anchor 2.7.1 Company: TGE Page: 2 Specifier: Project: Trapper Sushi Address: Sub -Project I Pos, No.: Phone I Fax: I Dale: 5/2212019 E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Comprasson) Anchor Tension force Shear force Shear force x Shear force y = NJ. 1 0 750 0 750 max. concrete compressive strain: • Nil max. concrete compressive stress: • [Psi] resulting tension force in (x/y).(0.000/0_000): 0 [lb) resulting compression force in (x/y)=-(0.000/0.000): 0 [Ib) 3 Tension load Load N„. [Ib] Capacity • N,, [Ib] Utilization pN Nn Status Steel StrengthN/A N/A N/A N/A Pullout Strength' N/A NIA N/A N/A Concrete Breakout Strength" N/A N/A NIA NIA ' anchor having the highest loading "anchor group (anchors in tension) 1,,,,„j gala oeivd ',mutts rmOi be 04Kkges for pgreemmn( mfh the eltisung CCIfIthiions and for plat+34.11YI PROFIS Anchor ( c i 2003-2009 HMI AG. FL-949e Schwan H0i is a registered Trees...nark or i-litti AG. Scr-aan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX • STRUCTURAL ENGINEERING CALCULATIONS Project Name: TRAPPER SUSHI Location: TUKWILA, WA TAMARACK Tr GROVE TGE Job Number: TGE19-12562 ENGINEERING %WOW. hilti.us Profis Anchor 2.7.1 Company: TGE Page: Specifier: Project: Trapper Sushi Address: Sub.Project I Pos. No.: Phone I Fax: Date: 5/22/2019 E-Mail: 4 Shear load . Load Vue (lb) Capacity +V, (lb) Utilization (3v = V„). V, Status Steel Strength750 836 90 OK Steel failure (with lever arm) NIA N/A NIA N/A Pryout Strength** 750 763 99 OK Concrete edge failure in direction '• N/A NIA NIA N/A ' anchor having The higheS1 loading —anchor group (relevant anchors) 4.1 Steel Strength V„.„ = ESR value refer to ICC•ES ESR•3027 Vo,..9, a VACI 318-14 Table 17.3.1.1 Variables N.,,, tin-1 f. [Psi) 0.05 134000 Calculations V..„ [lb] 1393 Results V5a e„, (lb] 4) .e.,1 4) rooduct/le ,I) V„ [lb] Vi,a [lb] 1393 0.600 4.2 Pryout Strength V, = k‘p RAT0A ,N r.,N ,I, 44-1N V„ a Vua AN, see ACI 318-14, Section 17,4.2,1, ANc0 ' 9 fl:r 1 1.000 836 750 ACI 318-14 Eq. (17,5,3.1a) AC1 318-14 Table 17.3.1.1 Fig. R 17.4.2.1(b) ACI 318-14 Eq. (17.4,2,1c) iii .,,ry = = 0.7 (1 + 2 el., ) 5 1.0 ACI 318-14 Eq. (17,4.2,4) 3 ho + 0.3 5 1.0 ACI 318-14 Eq. (17.4.2.5b) ic'rti r) „ = MAX(—c, i 5h,r6—, --.) 5 1 0 ACI 318-14 Eq. 4 2,7b) kr cp,N (17 c. CItc fqb , kc A. , NI, h:45 ACI 318-14 Eq. (17.4,2.2a) Variables lc, ho (in.] ecl.N lir1-1 ea.N Iin-i co,r„„ tin.] 1 1,180 0.000 0.000 ., Y ..•1 c,, [in.] k ., fc [psi] 1.000 2.000 17 1.000 2500 Calculations AN (in.21 A, [in.2] 'V el: i N Y gc2,tf Y Nt, [lb] 12.53 .53- 1.000 1.000 1.000 1'.00 1090 Results V, [Ib) + r.iwi-,iiii. 4 “,,,,,,, el) nonchicyla 0, V. [lb] V. [lb) 1090 0.700 1.000 1.000 763 750 Input di4i *,d r.S.AIS r.,bl br d,eckal r9, agreernant 1.1h the existing mictOrtions and for dlausittgleyt PROFIS Ancrtior (c i 2003-2009 Htiti AG, FL-9494 Sthaan Hire rg a registered Trademark of Hilt AG. Schwan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS wvvvv.hiltlus TAMARACK P GRO ENG,NEERiNG Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGEI9-12562 Profis Anchor 2.7,1 Company: Specifier: Address: Phone I Fax: E-Mail: TGE Page: Project: Sub -Project I Pos. No.: Date: 4 Trapper Sushi 5/2212019 5 Warnings • Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The (1) factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition 8 applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturers product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C. D, E or F is given in ACI 318-14. Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or -Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5,3 (a), Section 17.2.3.5.3 (b), or Section 172.3,5.3 (c). • Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPH). Reference ACI 319-14, Section 17 8 1 Fastening meets the design criteria! input data and maids roust bc checked idc aorceinerd odhih'Oda's; cdnadions and for pIadsdaidyl PROFIS Ana.). c I 2003-2009 Hi AG, F1,9494 Schaan Hi is a registered Tredeioark of Hilt AG, Saloon 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS s TAMARACK tr GROVE ENGINEERING Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 Profis Anchor 2.7.1 Company: Specifier: Address: Phone 1 Fax: E-Mail: TGE Page: Project: Sub -Project I Pos. No.: Date: Trapper Sushi 5/22J2019 6 Installation data Anchor plate, steel. - Profile: no profile Hole diameter in the fixture: cl, = 0,375 in, Plate thickness (input): 0 060 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according 6.1 Recommended accessories Drilling Anchor type and diameter KWIK HUS-EZ (KH-EZ) 1/4 (1 518) Installation torque: 216.002 in.lb Hole diameter in the base material: 0.253 in. Hole depth in the base material: 1,836 in, Minimum thicknoss of the base material: 3.250 in, to instructions for use is required_ Cleaning Setting • Suitable Rotary Hammer • Manual blow-out pump • Properly sized drill bit Coordinates Anchor in. Anchor x 1 0.000 0.000 c. c.„ c•y • 0 0 0 0 0 0 csl 0 02E17E0 • 0 0 0 x • Torque wrench Input data and reevesnw1 he checked kat agreemen1 oath Ihr ecisling concldion% and Far platmlaiMil PROF IS Anchor c 2003-21349 Hdli AG. FL-9-49e Schean Rch 19 a registered Trademark of Hilk AG. Schaan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK r GROVE E N G NEER i 9 MATERIAL AND HARDWARE PRINTOUTS 9.1 CUSTOM COOLER LARR 25690 BOARD OF BUILDING AND SAFETY COMMISSIONERS VAN AMBATIELOS PFtEcoChfT E. FELICIA BRANNON VICE PRESIDENT JOSELYN GEAGA•ROSENTHAL GEORGE HOVAGUIMIAN JAVIER NUNEZ CITY OF Los ANGELES CALIFORNIA ERIC GARCETTI MAYOR CC! Global LLC. DBA Custom Cooler A KPS Global Company 420 East Arrow Ilwy San Dimas. CA 91773 Attn: Stcvc Pearson (909) 592-1111 Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 OP•ARTMENT OF BUILDING AND SAFETY I NORT-1 FIGUEROA STREET LOS AtiGELCS CASCO' 2 FRANK M. BUSH GENtRAL MANAGER SUPERREFTNDENT OF MADING OSAMA YOUNAN. P.E. EXEWTIVE OFFICER RESEARCH REPORT: RR 25690 (CSI tt13030) E.Npires December I. 2020 Issued Date: February I, 2019' Code: 2017 LABC GENERAL APPROVAL — Clerical .Modification - Custom Cooler Incorporated Prefabricated Model 300 Refrigeration Panels for Walk -In Coolers and Freezers. DETAILS The panels consist of 34/2" to 5-1/2" thick high density foam or wooden frames with tnamed-in- place rigid plastic core material tnanufactured by Dow Chemical. Company and designated as: Voracor CE108, CEI51, CE153,CE128, CE155,CE152,CE157 "A" side. Delta Therm AF4509 or Voracor CR 1004 "B" side: llie skins are fabricated from. 26 gauge galvanized steel with a minimum yield strength. 33 ksi, The panels are held together by the usc of earn -locking devises along thc edges of the panels. Access holes for these devices are covered with metal or plastic plugs. Flame Spread and Smoke Development ratings per ASTIYI E84 are 20 and 300 respectively. for the foam (tested alone) and 15 and 250 respectively, for the foam with the skin described below. Density of the foam core is 2,2 ± or -.2 pct.. Custom Cooler incorporated freestanding walk-in coolers and freezers constructed of panels described above are approved subject to the following conditions: Use of the panels shall be limited to locations where combustible construction is permitted by the 2017 Los Angeles City Building Code, The panels shall be fabricated in a shop of a licensed fabricator approved by thc Los Angeles City Building & Safety Department, Fabrication in unlicensed shops will invalidate this approval. RR 25690 Page 1 of 5 t ADSS D.A ;Ft....04:30r2014) AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMPLOYER 812 S. La Cassia Dr. Boise, Idaho 83705 • (208) 345-8941 (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS ENGINEERING Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 CO Global LLC, DBA C'ustorn Cooler a KPS Global Company Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers 3. A thermal barrier is required per Section 2603.4 of the 2017 Los Angeles City Building Code unless exempted per Section 2603.4.1. 4. Complete plans and calculations, signed and stamped by a civil or structural engineer or architect registered in the State of California, shall be submitted to the Structural Plan Check for their approval. for each job. 5. An approved fire retardant roof covering (Class "A" or "B") shall be placed over the panels when used as exterior roof panels, 6. A separate approval from the Electrical Testing Laboratory shall be required for electrical installations within the panels. 7. Design of building utilizing the panels shall be in accordance with the requirements of the 2017 Los Angeles City Building Code and the design data specified A. Panel fleiuht Limitation (feet) and Maximum Concentric Axial Loads (PLF) Thickness Interior Panels Exterior Panels (20 11)/sqft) Maximum Axial Load (PLO 4" wood Frame 30 IX 600 4" foam Frame 24 13 300 5'' wood Frame 31 20 600 5"foam Frame 28 14 300 6" wood Frame 32 21 600 6" foam Frame 30 15 300 RR 25690 Page 2 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GRO ENG'NE E RING Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 CCI Global LLC, DBA Custom Cooler a KPS Global Company Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers B, Maximum Allowable Loads for Roof or Ceiling Panels ( --- Span t - 4 in. W/F t = 4 in. F/F t = 5 in. W/F t=5 in, F/F t • 6 in. W/F t — 6 in. Fir 10' 53 49 65 65 79 79 12 50 36 55 48 6(i 62 14' 37 27 47 37 57 48 16' 28 20 40 29 50 38 18' 22 16 32 23 42 30 20' 18 13 25 18 34 24 22' 14 10 20 15 27 20 24' 11 8 17 12 23 16 26' 9 7 14 10 19 13 28' 8 6 11 8 16 11 30' 6 - 10 7 13 10 32' - . - 9 6 11 8 Maximum Allowable Shear oad of Wall Panels (PLF): 'hap (lleight:Width) Ratio Allowable Shear (ppf) 0,5:1 400 1:1 200 1.5:1 133 2:1 100 D. Maximum Allowable Rouc/Ce1Iin1 Diaphragm Shear 'hat' Fctr (Heiglit: Width) Itatio Allowable Shear (ppf) 0,5:1 400 1:1 200 1.5:1 133 2:1 100 3:1 MANIN1Uls.1 67 RR 25690 Page 3 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK T GROVE ENG.NEER iNG Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 CC1 Global LLC, DBA Custom Cooler a KPS Global Company Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers The panels shall be continuous between exterior shear walls and shall not contain any openings or holes. E. Ceiling panel to wall panel connections arc made with 3/8" dia. Lag screws or cam - locking devises, then a 26 gauge galvanized continuance angle cap is installed using #8 x 5/8" long tek screws (see attachment I ). The allowable shear and tension loads for the lag boll connection are 573 and 472 pounds respectively. The allowable shear and tension loads for the camlock connection are 464 and 123 pounds respectively, E. Maximum Allowable Loading for the Cam-LockingDevices: Wood Frame Foam Frame Tension parallel to panel face 386 168 Shear along longitudinal edge of panel in direction parallel to panel edge 280 147 Locations of connectors must be detailed on approved plans, the spacing of connections shall be calculated for each job but not less than 6,vo per width of panel (Wdth of panel = 46 1/2"). 9. Allowable loads for shear walls and diaphragms are not applicable to buildings incorporating structural steel framing. 10, No increase in allowable stresses is allowed for the values indicated above for short duration of loads due to wind or seismic forces, 11. All design values and methods not included in this report shall be in accordance with requirements of the 2017 Angeles City Building Code. DISCUSSION The clerical modification s to recognize a new petitioner for this general approval. The report is in compliance with the 2017 Los Angeles City Building Code, The approval is based on tests on the foam per requirements of See, 2603 of the 2017 Los Angeles City Building Code, tests conducted in accordance with ASIM E-g4 on the finished panels. and load tests conducted in accordance with ASTM E-72. Addressee to whom this Research Report is issued is responsible for providing copies of it. complete with any attachments indicated. to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers: and Inspectors. RR 25690 Page 4 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 (208) 345-8941 • (208) 345-8946 FAX STRUCTURAL ENGINEERING CALCULATIONS TAMARACK 11 GROVE E N G , N E E R 1 N G Project Name: TRAPPER SUSHI Location: TUKWILA, WA TGE Job Number: TGE19-12562 CCl Global LLC, DIM Custom Cooler a KPS Global Company Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this Approval have been met in the project in which it is to he used. DAVID CHANG, Chief Engineering Research Section 201 N. Figueroa St., Roorn 880 Los Angeles, CA 90012 Phone-213-2(12-9816 Fax- 213-202-9943 Attachment: Panel Connection Detail (2 Pages). RR 25690 Page 5 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 (208) 345-8946 FAX PTN050H6AE - SUBMITTAL C1 For Record C1 For Approval Project Name: 018-6287 Project Location: US, WA, Tukwila Quote-Veision #: R426666-1 Item #: 1000 Submitted For Elsa flora Submitted On: 2019104/24 Submitted By: Rick Jones Submitted From: Custom Cooler Identity #: Tag: By: D te: General Product Information Product Family: PTN Voltage: (Volts/Ph/Hz) 115/1/60 Application: Indoor Refrigerant Type: R404A Temperature Range: High Temp Unit Cooler Motor Type: EC Defrost Type: Air Compressor Model: RST45C1E Technical Information Capacity Ambient Temp (7) 95 Room Temp (°F) 35 Capacity (BTU/H) 5,120 Electrical Data MCA MOPD Unit Amps 14 20 11,6 Unit Specifications Plug Supplied? Matching NEMA Receptacle Number Approx. Net,Weight (lbs) YES 5 2OR 192 Dimensional Drawing(s) 24 3/4 51 3/8 4 AIR FLOW UOM: inches 28 9/16 24 3/4 —ELECTRICAL CONNECTION AGENCY LISTINGS 0 US Page 3 of 4 PTN050H6AE - SUBMITTAL Project Name: 018.6287 Project Location: US, WA, Tukwila Quote -Version #: R426666-1 Item #: 1000 Submitted For. Elsa Boza Submitted On: 2019/0424 Submitted By: Rick Jones Submitted From: Custom Cooler Identity #: Tag: Standard Features EASE OF INSTALLATION & SERVICE INSTALLATION TAKES A FRACTION OF THE TIME REQUIRED FOR A SPLIT SYSTEM: NO PIPING OR LOOSE COMPONENTS TO INSTALL, REFRIGERANT IS PRE -CHARGED AT FACTORY AND A FIELD SUPERHEAT ADJUSTMENT IS NOT REQUIRED (SEE INSTALLATION MANUAL FOR MORE INFORMATION) MAXIMIZES STORAGE AREA IN A COOLER OR FREEZER: EVAPORATOR GRILL MOUNTS FLUSH ON A STANDARD 4 OR A RECESSED 5 1/2 CEILING PANEL NO DRAIN LINE REQUIRED ON INDOOR MODELS - COME STANDARD WITH A CONDENSATE EVAPORATION PAN OPTIMIZED FOR INDOOR USE. ENERGY EFFICIENT AND ENVIRONMENTALLY FRIENDLY REDUCED REFRIGERANT CHARGE: SYSTEM USES APPROXIMATELY 10 PERCENT OF REFRIGERANT REQUIRED FORA COMPARABLE SPLIT SYSTEM. RESULTS MAY VARY. ESTIMATES BASED ON A TYPICAL 25-FOOT REFRIGERANT LINE LENGTH, EASE OF USE CONTROLS PRESET FOR TYPICAL APPLICATIONS:.38 F FOR HIGH TEMP. COOLERS, t35 F FOR MEDIUM TEMP, COOLERS, -10 F FOR FREEZERS AND ARE EASY TO ADJUST SYSTEM IS FACTORY -ASSEMBLED, EVACUATED, CHARGED, RUN -TESTED AND WIRED: NO ADDITIONAL COMPONENTS OR REFRIGERANT CHARGING REQUIRED REUABLE & DURABLE ELECTRONIC CONTROL PROVIDES ACCURATE TEMPERATURE CONTROL LIQUID -LINE FILTER DRIER (MEDIUM AND LARGE CABINET ONLY) TWO-YEAR PARTS WARRANTY Options Shipped -Loose Options (Unit) (QTY)Pert Number- Description WARCHO-3 - PRO3 1/2-1 HP HERMETIC WARRANTY (3YR) Evaporator Section w compress Min. on Evaporate Airflow Top View u— �i► 2 x Width Min. Evaporator Section Compressor Section Evaporate Airflow Side View (QTY)Pert Number- Desalplion Airflow Minimum 2"clearance Allow 2 feet clearance above unit to remove top panel and to allow service access. Mounting rails may be used to attach unit to ceiling. Through -bolts should be insulated or non-conductive to prevent sweating. Page 4 of 4 City of Tukwila Department of Community Development 12/3/2019 GARRY BELCHER 7907 212TH ST SW #100 EDMONDS, WA 98026 RE: Permit No. M19-01 12 TRAPPER'S SUSHI 468 SOUTHCENTER MALL Dear Permit Holder: Allan Ekberg, 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 perrnit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/21/2020. 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 1/21/2020, 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: MI9-0112 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0112 PROJECT NAME: TRAPPER'S SUSHI SITE ADDRESS: 468 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 07/10/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: LOC Building Division Division Public Works LI M 161\10 Fire Prevention Structural Planning Division Permit Coordinator pp PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/11/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) DUE DATE:: 08/08/19 Approved with Conditions Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW El Staff Initials: 12/18/2013 POLAR BEAR MECHANICAL It Page 1 of 2 Home Esrpafiol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries !Search L&I kit:t.t$,A A-4 111(it`X Help Mv 1.&I Workplace Rights Trades & Licensing POLAR BEAR MECHANICAL INC Owner or tradesperson Principals BELCHER, GARRY DEWAYNE, PRESIDENT Doing business as POLAR BEAR MECHANICAL INC WA UBI No. 603 145 986 Certifications & Endorsements 401 NE RAVENNA BLVD 130 SEATTLE, WA 98115 425-967-5827 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. POLARBM891PC Effective — expiration 10/03/2011— 10/03/2019 Bond Western Surety Co Bond account no. 62501547 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 10/09/2015 09/12/2015 Expiration date Until Canceled Bond history Insurance Peleus Insurance Company $1,000,000.00 Policy no. 103GL0024783-00 Received by L&I Effective date 08/07/2018 08/01/2018 Expiration date 08/01/2019 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 Help us improve TUT-4(111 A COQK TC=DC1T A D1:211.4 40 1 Dr 2,c A IV= -7/')GrM10