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Home My WebLink AboutPermit D16-0284 - JACKSONS 631 - NEW WALK-IN COOLERJACKSONS 631 13138 INTERURBAN AVE S D16-0284 Parcel No: Address: 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 DEVELOPMENT PERMIT 0003000108 13138 INTERURBAN AVE S Project Name: JACKSONS 631 Permit Number: D16-0284 Issue Date: 12/12/2016 Permit Expires On: 6/10/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PACWEST ENERGY LLC 3450 COMMERCIAL COURT, MERIDIAN, WA, 83642 CARYLJ PINNER 18215 72 AVE S , KEBT, WA, 98032 EVERGREEN ENVRNMENTAL SVCS INC 17108 9TH AVE SE , MILL CREEK, WA, 98012 EVERGES061J5 JACKSON FOOD STORES 3450 E COMMERCIAL COURT, MERIDIAN, ID, 83642 Phone: (425) 656-1063 Phone: (425) 787-8987 Expiration Date: 1/14/2018 DESCRIPTION OF WORK: CONSTRUCT A NEW WALK IN COLLER WITH CONNECTION TO THE EXISTING COOLER THROUGH AN EXISTING SHEAR WALL Project Valuation: $66,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,964.34 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: le/r1 Date: t(( I hearby certify that I have read and examined this permit and know th€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 la re: ating constr i r or the performance of work. I am authorized to sign and obtain this development r d : _to eJdoJditions attached to this permit. Signature: Print Name: Date: 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: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 4: Maintain fire extinguisher coverage throughout. 8: 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) 6: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 5: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 10: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)(Extend notification to new walk-in cooler.) 11: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 9: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 7: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 14: ***BUILDING PERMIT CONDITIONS*** 15: 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. 16: 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. 17: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 18: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 19: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING CITY OF TUKiA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. n Date Application Accepted: e01 69 Date Application Expires: i} 111 11 (For office 11, se only) CONSTRUCTION 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.: 000300M108 Site Address: 13128 Interurban Avenue South 98168 Tenant Name: Jacksons 631 Suite Number: PROPERTY OWNER Name: Caryl J. Pinner Name: PacWest Energy LLC City: Kent State: WA Zip: 98032 Address: 3450 E. Commercial Ct Email: cpinner@barghausen.com City: Meridian State: ID Zip: 83642 CONTACT PERSON — person receiving all project communication Name: Caryl J. Pinner Address: 18215 72nd Avenue South City: Kent State: WA Zip: 98032 Phone: (425) 656-1063 Fax: (425) 251-8782 Email: cpinner@barghausen.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 18215 72nd Avenue South City: Kent State: WA Zip: 98032 Phone: (425) 656-7441 Fax: (425) 251-8782 City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\201 1 Applications\Pcrmit Application Revised - R-9-11.docx Revised: August 2011 bh New Tenant: Floor: El Yes ..No ARCHITECT OF RECORD Company Name: Barghausen Consulting Engineers, Ifti Architect Name: Daniel B. Goalwin Address: 18215 72nd Avenue South City: Kent State: WA Zip: 98032 Phone: (425) 656-7441 Fax: (425) 251-8782 Email: dgoalwin@barghausen.com ENGINEER OF RECORD Name: .a�, 56vAiS %,(yi, rU Address: 2 - 6 m m 42ci 4-1- Coo (- i Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: .a�, 56vAiS %,(yi, rU Address: 2 - 6 m m 42ci 4-1- Coo (- i City: Mav Di State: 112 Zip: bgpfra- Page 1 of 4 BUILDING PERMIT INFORMATIC, '206-431-3670 _J Valuation of Project (contractor's bid price): $ 66,000 Existing Building Valuation: $ 634,900 Describe the scope of work (please provide detailed information): Construct a new walk-in cooler with connection to the existing cooler through an existing shear wall Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 0-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 3,778 278 0 0 VB M 2"d Floor 1 Pi Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 0-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton ❑ ... Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank 0 .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 71 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 77 17 WO # WO # WO # Private Private ❑ ' 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ... Deduct Water Meter Size ft FINANCE INF RMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\rorms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-1 t.docx Revised: August 2011 bh Page 3 of 4 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 or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 10/17/2016 Print Name: Caryl J. Pinner Day Telephone: (425) 656-1063 Mailing Address: Barghausen; 18215 72nd Avenue South H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Kent WA 98032 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,508.57 D16-0284 Address: 13138 INTERURBAN AVE S Apn: 0003000108 $1,214.99 DEVELOPMENT $1,157.35 PERMIT FEE R000.322.100.00.00 0.00 $1,152.85 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $57.64 TECHNOLOGY FEE R000.322.900.04.00 0.00 $57.64 M16-0161 Address: 13138 INTERURBAN AVE S Apn: 0003000108 $293.58 MECHANICAL $279.60 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $247.10 TECHNOLOGY FEE $13.98 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10012 R000.322.900.04.00 0.00 $13.98 $1,508.57 Date Paid: Monday, December 12, 2016 Paid By: ALAN MALIMAKI Pay Method: CREDIT CARD 04774D Printed: Monday, December 12, 2016 11:45 AM 1 of 1 C?SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY I PAID $819.25 D16-0284 Address: 13138 INTERURBAN AVE S Apn: 0003000108 $749.35 DEVELOPMENT $749.35 PLAN CHECK FEE R000.345.830.00.00 0.00 $749.35 M16-0161 Address: 13138 INTERURBAN AVE S Apn: 0003000108 $69.90 MECHANICAL $69.90. PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9666 R000.322.102.00.00 0.00 $69.90 $819.25 Date Paid: Monday, October 17, 2016 Paid By: BARGHAUSEN CONSULTING Pay Method: CHECK 30664 Printed: Monday, October 17, 2016 3:03 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a coy with permit INS' ION NO. p PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: tJ �I i T e of Inspection: vot,� 4iA z A dress: 13136 JAri AvE S Date Called: Special Instructions: Date Wantedm. 4Aly 7 i:Nin Requester j otiCS Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �✓ACeSCIA/S 6-.R 1 Tyke of Inspection: `BO OVA - /tiA L Address: /3)38 /,j fA-Affir'S Date Called: Special Instructions: Date Wanted: �� 1 1/`? A4 a.m. p.m. Requester: J 1�Al b ik/G.S Phone No: qts - s 6-9917 ElApproved per applicable codes. g Corrections required prior to approval. COMMENTS: meas i,LoA-L APPOVAL adulai5h plAi&- C/6 Inspector: Date: z/107 1 j7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 big -6 ZeLt Project: \ CKSCAr i Type of ection: FrAVI4/ AA"' Address: Date Called: Special Instrdctions: AI 1 XV " ' l JA) I1( Z Date Wanted: % � /7 404 a.m. p.m. Requeste . Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: P/A Inspector: Date: 4,/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IKWILA FIRE DEPARTI 206-575-4407 Project:(yam Type of Inspection: Address: Contact Person: Suite #: l 5 Special Instructions: Phone No.: - Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: _Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Address: r City: /Inspe ion a ord °Form.Doc 3/14/14 T.F.D. Form F.P. 113 ori=ilinformation lit.fiTo Build On Engineering • Consulting • Testing Professional Service Industries, Inc. 3011 South Huson Street, Suite B Tacoma, WA 98421 Phone: (253) 589-1804 Fax: (253) 589-2136 Special Inspection Daily Field Report Report No: SIDF:07421614-2 Issue No: 2 Client: JACKSONS FOOD STORES, INC. CC: 3450 E. COMMERCIAL COURT MERIDIAN, ID 83642 Project: JACKSONS FOOD STORES TUKWILA TU KW I LA, WA These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, wthout written permission by Professional Service Industries, Inc. If a non- compliance appears on this report, to the extent that the reported non-compliance impacts the project, the resolution is outside the PSI scope of engagement. Approved Signatory: Eric Allen (Branch Manager) Date of Issue: 1/4/2017 General Details Date: 12/30/2016 General Contractor: EES Permits: Weather: Clear Type of Inspection Performed Bolting ❑ Fireproofing ❑ Reinforced Concrete 1 Structural Masonry ❑ High Strength II Reinforcing Steel 1 Soils II Welding ✓ Other ✓ New Inspection i♦ Re -Inspection Standby Time: Field Observations & Comments with a min. 6" embedment using Simpson Holes were cleaned per manufacturers UPDATE: EOR Andy Derrick with Visser "SET -XP" via email dated 1/4/17 El Special Inspection ✓ Continuous • Periodic Location(s)/Item(s): (3) Holdown epoxy Reference Details/Drawings: 3 on s1 Remarks: On site for epoxy inspection at above locations. 7/8" threaded rod was placed AT -XP epoxy, exp. date of 01/09/2017. Detail calls out for Simpson set-xp epoxy. recommendations. Final approval of epoxy used to be determined by engineer. Engineering has approved the use of Simpson "AT -XP" in place of the specified To the best of PSI's knowledge, the work inspected to the approved construction documents are: 1 Conforming ❑ Non -Conforming Inspector: Johnathen Nygard Inspector Cert No.: SI #02038 Jobsite Representative: John w/EES bWf - 02`0- RECEIVED CITY OF TUKWILA JAN 0 2017 PERMIT CENTER © 2000-2017 QESTLab by SpectraQEST.com Page 1 of 1 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK tr GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 BRIAN J. SIELAFF, P.E. STRUCTURAL ENGINEERING CALCULATIONS FOR CUSTOM COOLER, INC. JACKSON'S #631 CBX TUKWILA, WA TGE PROJECT NO.: TGE16-7037 TGE FIRM NO.: 603490470 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 01 2016 City of Tukwila BUILDING DIVISION DESIGN CRITERIA: EXPIRES: 5/18/ 18 j STRUCTURAL CODE: SEISMIC PARAMETERS: SEISMIC DESIGN CATEGORY: INDOOR INTERNAL PRESSURE: WALL/CEILING DEAD LOAD: INDOOR CEILING LIVE LOAD: CORRECTION LTR# RECEIVED CITY OF TUKWILA NOV 2 8 2016 PERMIT CENTER i 812 S. La Cassia Dr. • Boise, Idaho 83705 • (20 345-894 • (208) 5-894 2014113CSs=1.491g 51= 0.559 g D 5.0 PSF 3.0 PSF gOpF 6 Pape 1 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK zr GROVE ENGINEERING TABLE OF CONTENTS Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 1 PROJECT INFORMATION 3 2 JURISDICTIONAL INFORMATION 4 3 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS 5 4 GENERAL STRUCTURAL NOTES 6 5 SEISMIC ANALYSIS 7 6 STRUCTURAL ENGINEERING CALCULATIONS 13 7 SOFTWARE PRINTOUTS 20 7.1 HILTI KH -EZ 20 8 MATERIAL AND HARDWARE PRINTOUTS 24 8.1 LARR 25690 24 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 2 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK mit GROVE E NGINEERING • 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 (ASTM -A-646): Insulation: Miscellaneous: TOTAL: TGE26-7o37 11/15/2016 David Jamison Brian J. Sielaff, P.E., P. Eng. CUSTOM COOLER INC. Phat Lam 420 E. Arrow Highway San Dimas, CA 92773 909-592-2222 PhatL@a customcooler.com Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Jackson's #631 13128 Interurban Avenue South Tukwila, WA 98168 47.484°N, 122.272°W N/A N/A N/A 20 PSF 2.o PSF (26 GA. — t = o.o2 inch) 2.o PSF 1.0 PSF 3.o PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Pane 3 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK Ir GROVE ENGINEERING 2 JURISDICTIONAL INFORMATION Seismic Design Information: Seismic Parameters: 5s =1.491 g S� = 0.559 g SDs = 0.994 g Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 SDS = o.559 g Site Coefficient, FA: 1.o00 Site Coefficient, Fv: 1.5oo Building Site Class: D Seismic Design Category: 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: 1.0 (ASCE 7-1013.1.3) Amplification Factor, ap: 1.o (ASCE 7-10 Table 13.6-1) Response Modification Factor, Rp: 2.5 (ASCE 7-10 Table 13.6-1) Lateral Pressure Design Information: Internal Pressure: 5.o PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 4 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK tr GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 3 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS • CITY OF LOS ANGELES RESEARCH REPORT: RR 25690 FOR CUSTOM COOLER INC. • ICC ESR -3o27, "HILTI KWIK HUS -EZ (KH -EZ) AND KWIK HUS EZ 1 (KH -EZ 1) CARBON STEEL SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE" • 2012 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION • ICC ESR -1976, "ITW BUILDEX TEKS SELF -DRILLING FASTENERS" 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 5 of 30 1 STRUCTURAL ENGINEERING CALCULATIONS ENGINEER ING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 4 GENERAL STRUCTURAL NOTES i. 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 IS 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 STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR CONSENT 15 GIVEN BY THE ENGINEER OF RECORD. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 6 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK IT GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 5 SEISMIC ANALYSIS usGs Design Maps Detailed Report ASCE 7-10 Standard (47.48484°N, 122.27253°W) Site Class D - "Stiff Soil", Risk Category 1/11/111 Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain S,) and 1.3 (to obtain S;). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From fiwure 22-1 "1 SS = 1.491 g From figure 22-Z121 Si = 0.559 g Section 11.4.2 Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soli properties In accordance with Chapter 20. Table 20.3-1 Site Classification Site Class v Nor Nd, s„ A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Sod 600 to 1,200 ft/s 15 to SO 1,000 to 2,000 psf E. soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: ▪ Plasticity index PI > 2.0, • Moisture content w 40%, and • Undrained shear strength L < 500 psf F. Soils requiring site response analysis in See Section 20.3.1 accordance with Section 21.1 For 51: lft/s = 0.3048 m/s 1ib/ft2 = 0,0479 kN/n2 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 7 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Section 11.4.3 Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCEK) Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient F. Site Class Mapped MCE u Spectral Response Acceleration Parameter at Short Period S. 5 0.25 S,. = 0.50 S. = 0.75 Ss = 1.00 S. L 1.25 A B c D E 0.8 0.8 0,8 0.8 1.0 1.0 1.0 1.0 1.2 1.2 1.1 1.0 1.6 1.4 1.2 1.1 2.5 1.7 1.2 0.8 1.0 1.0 1.0 0.9 0.9 See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S. For Site Class = 0 and S6 = 1.491 g, F, = 1.000 Table 11.4-2: Site Coefficient F. Site Class Mapped MCE Spectral Response Acceleration Parameter at 1-s Period S, <_ 0.10 S,=0.20 A 8 C 0.8 1.0 0.8 1.0 S = 0.30 0.8 1.0 1.7 1.6 1.5 2.4 2.0 S, = 0.40 0.8 1.0 S, a' 0.50 0.8 1.0 1.4 1.3 1.8 1.6 3.5 3.2 2.8 1.5 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Slte Class = 0 and 5, = 0.559 g, F. = 1.500 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 8 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Equation (11.4-1): S„; = F.SS = 1.000 x 1.491 = 1.491 g Equation (11.4-2): S,, = F,S,= 1.500 x 0.559 = 0.838 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): Sos ='/a S„: = % x 1.491 = 0.994 g Equation (11.4-4): SDS = = % x 0.838 = 0.559 g Section 11.4.5 Design Response Spectrum From Faure 22-1217 T, = 6 seconds Figure 1 S„=0994 4-1: Design Response Spectrum T<T9'S1=S,(0.4a0.8TJTT) 1,didTi:S+=So, Tc<TSTT:%=S.,IT 1" TT: 8.=S,,,T41T' 1 a T,..= 0.112 Ts= 0352 1.000 Period. I (sec) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 9 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK Tr GROVE ENGINEER N 0 Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCEa) Response Spectrum The MCE, Response Spectrum is determined by multiplying the design response spectrum above by L5. S„0= 1,491 S„3 = 0.938 12 Tti= 0,562 1 000 Psrmd, Y (seci 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 10 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Fissure 22-7143 PGA = 0.619 Equation (11.8-1): PGA., = FP. PGA = 1.000 x 0.619 = 0.619 g Table 11.8-1: Site Coefficient F., Site Class Mapped MCE Geometric Mean Peak Ground Acceleration, PGA PGA 5 0.10 PGA = 0.20 PGA = 0.30 PGA = 0.40 PGA >_ 0.50 A 8 c D E F 0.8 0.8 0.8 1.0 1.0 1.0 1.2 1.2 1.1 1.6 1.4 0.8 0.8 1.0 1.0 1.0 1.0 1.2 1.1 2.5 1.7 1.2 1.0 0.9 0.9 See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.619 9, = 1.000 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Fioure 22-17 `5' C,„ = 0.940 From Figure 22-18 6' CA, = 0.924 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 11 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Section 11:6 — Seismic Design Category Table 11.6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter VALUE OF S., RISK CATEGORY I or II ITI IV So, < 0.167g A A A 0.167g S So. < 0.33g 9 8 C 0.33g S Sr* < 0.50g C C D 0.50g <_ Sos 0 0 0 Table For Risk Category = I and So, = 0.994 g, Seismic Design Category = D L6-2 Seismic Design Category Based on 1.S Period Response Acceleration Parameter VALUE OF So, RISK CATEGORY 2 or II III TV S. < 0.067g A A A 0.0679 S 5o, < 0.133g B a C 0.1339 S S„ < 0.20g C C 0 0.20g S S., D 0 0 Foe Risk Category = I and S. = 0.559 g, Seismic Design Category = D Note: When Si is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = D Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References 1. Figure 22-1: http://earthquake.usgs.gov/hazards/designmaps/download s/pdfs/2010_ASCE-7_Figure_22-1. pdf 2. Figure 22-2: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 12.pdf 4. Figure 22-7: http ://earthquake. usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-7. pdf 5. Figure 22-17: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 17.pdf 6- Figure 22-18: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 1.8. pdf 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 12 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK rbc GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 6 STRUCTURAL ENGINEERING CALCULATIONS JURSIDICTION INFORMATION JURISDICTION: WASHINGTON STRUCTURAL CODE: 2012 INTERNATIONAL BUILDING CODE DESIGN CRITERIA SFTSMIC CRTTFRTA Sus:- 0.994 Design Spectral Response, 9 ai,:=1.0 Amplification Factor OK =1 NC =0 WIND CRTTERTA *INDOOR APPLIC4770N* EXPOSURE CATEGORY = N/A Rr = 2.5 Response Modification Factor ' ULTIMATE DESIGN WIND SPEED = N/A .4:=1.0 Importance Modification Factor 2 :L. 0 ft Height of Attachment DESIGN VALUES paf Cooler Panel Live Load OL,,,,,,,,:=3 paf Cooler Panel .Dead Load Pnst., :=5 paf Internal Pressure ASD LOAD COMBINATIONS (7-10 LC3 := DLprt,,,.t + LLpa,,,.t =13 paf Load Combination 3: D+(Lr, S, or R) LC7:=10.6 • D.L1,„„,1 + = 3.2 pal Load Combination 7: 0.6D+0.6W (Uplift Pressure) 1 DESIGN DATA: With =10 ft Length= 27.6 ft tr!n.�lrr 4 in r_waft :=°1 in h.:= ft, Freezer Width Freezer Length Freezer Ceiling Panel Thickness Freezer Wall Panel Thickness 0 Mean Roof Height 0 h,,,:=7.7 ft Height of Wall Panel PANEL MANUFACTURER: CUSTOM COOLER, INC PANEL SPECIFIG4770N: MODEL 300 FOAM FRAMED PANEL (LARR 125690) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX 6 Pape 13 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK IT GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 2 TYPICAL CEILING PANEL L3=10 ft Design Length Twidth ME 1 ft Tributary Width of Panel for Evaluation Lau :=10 ft Corresponding Allowable Span (LARR #25690) LOADS: Wdeei;l.r_txiling TTrtid;h'LC3=13 pif z v, — 4eidr.ngn�" cifrnp't = 162.5 ft"ibf 8 9J = W k 7gn lriling • t = 65 ibf mai 2 W g T,,,l,u,i • 53 psf = 53 pi f 1 •- WallLau =662.5 ft•Ibf Rll� -- j'vau • Lall Vettow:= 2 =26r � Ibf CHECK Meow>nimar =1 > V1 =1 Governing Load Combination for Ceiling Panels Maximum Moment Maximum Shear Allowable Panel Load (LARR #25690) Allowable Moment Allowable Shear SUMMARY: THEREFORE, USE 4" WOOD FRAME PANELS FOR THE CEILING PER PL4N. 3 TYPICAL WALL PANEL H:=11.,r,=7.7 ft1 Design Height T„r;,llhl:= 27.6 ft Tributary Width of Axial Load on Panel LOADS: PdeRignr-eiling'=LC3"Twidth ,=13 pif Total Axial Load From Ceiling 11,40,,,„1:=30 ft Allowable Height for Axial Load (LARR #25690) ; Pen :=600 pif Total Allowable Axial Load (LARR #25690) �d�hgn_:�Q,-�'T,,.r.T,rnr•H=38.5 pif Transverse Load on Wall Ha„ t„",,,:=10 ft Allowable Height for Transverse Load (LARR #25690) 111,11=53 pef • H„u G„,..530 Of Total Allowable Transverse Load (LARR #25690) Pek: +jn_Crilia J wi ile yie_bx it Rrm tbined'— -I- —0.1 Pall W all t Combined Axial and Bending Ratlo 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 14 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK 11 GROVE ENGINEERING CHECK Pau>Peerrignreitinr,=1 W au>wofrsigrt_ u=1 Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 °rrnttliinr�d LO =1 SUMMARY.: THE SUM OF THE RA77OS FOR AXL4L AND 7RANSVERSEARE LESS THAN OR EQUAL TO 1.0. THEREFORE. USE 4" W000 FRAME PANELS FOR WALLS PER PLAN. 4 LATERAL FORCE GENERATION 1-1 DIRECTION x:,h=8 ft A,,tt„ :=Widtlt • Length= 276 f 2 Lrvrlt:=50.2 ft FORCE GENERATION: Design Height Area of Roof Length of Walls in 2-2 Direction Wt := (Arrmj • DLtr<,r.0) + ((2) • L„dr • DLA„rkt) =1.430.4 1b f 0.4•a•Snc.Wt (2.-9)=227.5 )� F,af,J (1. R -i 2• N =227.5 [bf Ip Fp mom:=1.6 •43•I1,•Wt=2274.9 lbf F'p.",;,,:=0.3 •SDS•Tp•Wt=426.5 lbf Fp t := max (Fp + 'a_vrin� =426.5 lbf Fp:=min `Fp_t , Fp-mar} =426.5 lbf Fl>_art := 0.7 • .Fp = 298.6 lbf Fp_pr'eseu rr4:= .H 2 • Length• P-intertaat= 552 lbf p_dF�ngrr =111aX P�r_ri,�d +Ftr�irwaaen�v' = 552 lbf r°_`tc"In _20 plf u}dr+igrr : ^ — Length SHEAR PANEL CALCULATIONS: L1:=10 ft Length of Wall on Line 1 71%d -rie rr.•Twidt jaln_f =27.6 Of := L, Ll:= 7 ft Length of Wall on Line 2 Total Weight in 1-1 Direction Seismic Lateral Force Maximum Lateral Seismic Force Minimum Lateral Seismic Force Generated Lateral Seismic Force ASD Lateral Seismic Design Force Lateral Force from Internal Pressure Lateral Design Force Distributed Design Load i7'.adtn:= i 13.8 ft Tributary Width In -Plane Force on Wall Line 1 1 n idah : =13.8 ft Tributary Width 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Pape 15 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE E N GINEERING wdeRign " Tteidfle 2 =39.4 p1 f Iz R ] .1. mist (Li , L2) r i Fait in./dant ! zn 1.86 Of CHECK Fadt_inpir n+_f > max (f i • f2) =1 Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 In -Plane Force on Wall Line 2 Worst Case Shape Factor Ratio Allowable In -Plane Shear (LARR #25690) SUMMARY: THEREFORE USE 4" WOOD FRAME PANELS PER PLAN FOR LATERAL RESISTANCE IN THEY 1 DIRECTION, 5) LATERAL FORCE GENERATION 2-2 DIREL i ION H=8 ft Arr„,f:=Length •Width=276 ft2 L := 20 ft', FORCE GENERATION: Wt := (limo} •DLponpi) t (E.-27). F 0.4•ap•SDs•Wt •(1 7+ ar�J I? Il Ip •.DLd)= 1068 lbf (2.)▪ )=i69.9 lbf Fp tori:=1.6•Sns•Ip•(dot=1698.5 ibf Fp min := 0.3 • SDs • ip • Wt - 318.5 lbf F0.1 :- max (Fp.mry Fp,min) = 318.5 lbf Fp:= min (Fp,-1,Fp, jr,„„) 318.5 tbf FmAd 0.7 222.9 tbf Fpim.v„ = - • Width •Finirrnal = 200 ibf Fp_dcx�ifn'=MAX (FF an!,Fp_presnrrr) 222.9 tbf 91) F p.& gn =. 22.3 Of d��,�rr, Width Design Height Area of Roof Length of Walls in 1-1 Direction Total Weight in 2-2 Direction Seismic Lateral Force Maximum Lateral Seismic Force Minimum Lateral Seismic Force Generated Lateral Seismic Force ASD Lateral Seismic Design Force Lateral Force from Internal Pressure Lateral Design Force Distributed Design Load 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 16 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK • GROVE ENGINEER 1 N 0 Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 SHEAR PANEL CALCULATIONS: LA:=22.6 ft Length of Wall Line A �dragn •Ttri411 = fA`= LA :=27.6 ft Length of Wall Line B R:= L„ —0.4 nin(LA ,La) Fal! replant 2 -= 400 lnf CHECK Faiunplaat^_2>max (fA,f ,h)= 1 . r, Al . T,,.;,,th A=5 ft Tributary Width In -Plane Force on Wall Line A T,ruurh R:=5 ft •, .. , y:: Tributary Width In -Plane Force on Wall Line B Worst Case Shape Factor Ratio Allowable In -Plane Shear (LARR #25690) 7 7 THE 2-2 DIRECTION, 6 TYPICAL FLOOR TO WALL CONNECTION (DETAIL 3) Tt,ridu, =Tt,ridrn tal = 27.6 ft 11=8 ft LOADS: LC7=3.2 paf Tributary Width of Ceiling Acting on Connection Design Height Uplift Load on Ceiling := LC7-T„y,,th — 0.6 -11 • DL,N,,, 4= 73.9 Of Uplift Force on Floor -Wall Connection (No uplift) Ptnrcrnai =5 paf Transverse Load on Wall H ptrans:=P;,,t,;,.,,n+• = 2 20 p1f Transverse Shear Force on Floor -Wall Connection f19Rp1allc:=tnax(f1,f29fA,ff)=39.4 pif In -Plane Shear Force on Floor -Wall Connection f,,,,, :=max(P,Tilt7Nlfhry1la,0=39.4 pif Governing Shear Force on Floor -Wall Connection #14 TEK SCREW: in Length of Screw C,,:=1.6 Duration Factor for Wind & Seismic (2012 NDS) 18 in Spacing of #14 Tek Screw Through Angle 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Paoe 17 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK ? GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 V _ C».162 lbf =172.8 Of 172 lb Lserrn$•CU _ Zerrrai:= = 550.4 pif S.mrm Hilti KH -EZ 1/4" INTO CONCRETE snraclwr = 24 in Vaaadrrr =f,a.aa • Sv.char= 78.9 lbf v,/,whnr:= 750 lbf CHECK fob. .V .= 1 Allowable Shear of #14 Tek (2012 NDS) Allowable Tension of #14 Tek (2012 NDS) Spacing of Anchor Through Angle Shear Force on Anchor Allowable Shear Force on Anchor (Hilt Report) SUMMARY: THE MAXIMUM SHEAR FORCE ON THE CONNECTION IS LESS THAN THEALLOWAB/, ,SHEAR FORCE- THEREFORE_ THE WALL -FLOOR CONNECTION 15 ACCEPTABLE FOR RESISTING IMPOSED LOADS 7) TYPICAL. CEILING PANEL TO WALL PANEL CONNECTION (DETAIL 1) Tn,ldrh=27.6 ft t=8 ft LOADS: LC, =3.2 pal 7'T,,.,,=88.3 pif Pintcrnai = 5 Pal Ptronx:=P,ntrnanr• I = 20 Ft1 J,npla,i :=rnax( i+J z,fA a .lB)=39.4. Of fnuar:= max (Thran,+, f17,.) = 39.4 Of LAG SCREW W/ #8 TEK CONNECTION: Srek'= 23 in VtEA 573 1bf =299 Of $r<k Ttrk:= 472 lbf =246.3 Of SW( TAMARACK' Tributary Width of Ceiling Acting on Connection Design Height Uplift Load on Ceiling Uplift Force on Wail -Ceiling Connection Transverse Load on WaII Transverse Shear Force on Wall -Ceiling Connection In -Plane Shear Force on Wall -Ceiling Connection Governing Shear Force on Wall -Ceiling Connection Spacing of Connection Allowable Shear of Connection (LARR #25690) Allowable Tension of Connection (LARR #25690) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 18 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK t' ` GROVE ENGINEER ING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 RrombinedPnert + L� na -=1.1.0 114 Vtnx. CHECK Remthip,e4J.1-0=1 fmaz <VMk= 1 Combined Stress Ratio for Connection Pyr �Tack =1 SUMMARY: THE COMBINED R4770 OF ACTUAL FORCE OVER ALLOWABLE FORCE IN BOTH DIRECTIONS IS LESS THAN OR EQUAL TO 1.0. THEREFORE THE WALL CEILING CONNECTION( • "70 A.:• , I ,, -1 TAMARACK 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Palle 19 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE ENGINEER 1N G 7 SOFTWARE PRINTOUTS 7.1 HILTI KH -EZ www.hilti.us Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 i-uliar" I Profis Anchor 2.5.2 Company: Specifier: Address: Phone I Fax: E -Mail: TAMARACK GROVE ENGINEERING Specifiers comments: HILTI EZ MAXIMUM SHEAR LOADING Page: Project: Sub -Project 1 Pos. No.: Date: 1 5/14/2015 1 Input data Anchor type and diameter: KWIK HUS -EZ (KH -EZ) 1/4 (1 5/8) Effective embedment depth: hN� = 1.180 in., h,,,,, = 1.625 M. Material: Carbon Steel Evaluation Service Report: ESR -3027 Issued I Valid: 6/1/20141 12/1/2015 Proof: Design method ACI 318-11 / Mech. Stand-off installation: et, = 0.000 in. (no stand-off); t = 0.060 in. Anchor plate: Ix x ly x t = 24.000 in. x 1.250 in. x 0.060 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, f' = 2500 psi; h = 4.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition 8, shear: condition 8; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, 0, E, or F) Tension load: yes (0.3.3.4.3 (b)) Shear load: yes (D.3.3.5.3 (a)) Geometry On.] & Loading (Ib, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schoen Hilti is a registered Trademark of Hilti AG, Schaan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 20 of 30 STRUCTURAL ENGINEERING CALCULATIONS www.hiiti.us TAMARACK II GROVE E N G t N E E R I N 0 Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 1■■11`T1 Profis Anchor 2.5.2 Company: Specter: Address: Phone 1 Fax: E -Mail: TAMARACK GROVE ENGINEERING Page: Project: Sub -Project I Pos. No.: Date: 2 y 5/14/2015 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 750 750 0 max. concrete compressive strain: - (%o] max. concrete compressive stress: - [psl] resulting tension force in (x/y)=(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension Toad 1 rx J Load N. [IbJ Capacity +Ida [ib] Utilization f%N = 14,„/4,N,, Status Steel Strength* N/A N/A N/A N/A Pullout Strength' N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A * anchor having the highest loading **anchor group (anchors in tension) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 FIN AG, FL -9494 Schaan HiIti is a registered Trademark of Hilti AG, Schaan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 21 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 www.hilti.us emu L.T1 Profis Anchor 2.5.2 Company: Specifier: Address: Phone I Fax: E -Mail: TAMARACK GROVE ENGINEERING Page: Project: Sub -Project I Pos, No.: Date: 3 5/14/2015 4 Shear Toad Load Vp, [Ib] Capacity 4V, [Ib] Utilization p, = Status Steel Strength* 750 836 90 OK Steel failure (with lever arm)` N/A N/A N/A N/A Pryout Strength'. 750 763 99 OK Concrete edge failure in direction** N/A N/A N/A N/A * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength = ESR value refer to ICC -ES ESR -3027 + Vd,,, >_ V„ ACI 318-11 Table D.4.1.1 Variables 1 Asej 111.21 fu, (Ps7 1 0.05 134000 Calculations Vse,eq (Ibl 1393 Results Vse,ea [lb] +seal +,ordure, + V., [lb] V. [Ib] 1393 0.600 t000 836 750 4.2 Pryout Strength Vq — � [( ) y,ed.N w.,N tv.ps Nb] ACI 318-11 Eq. (D-40) + VrP Z V. ACI 318-11 Table D.4.1.1 AN, see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANm = 911!f ACI 318-11 Eq. (D-5) 2 eN s 1.0 ACI 318-11 Eq. (D-8) We'," =(1+1) Wed,N = 0.7 + 0.3 (1 2L) s 1.0 ACI 318-11 Eq. (D-10) Wrp,N = MAX (caM , 1" d) s 1.0 ACI 318-11 Eq. (D-12) Nb = his ACI 318-11 Eq. (D-6) Variables kw he [1n.] eot,N [in.] eczN [in.] 1 1.180 0.000 0.000 Wc,N Cab [in.] 1.000 2.000 17 Calculations Ark [in.2] 12.53 Results V, [Ib] 1090 xe C,,,i„ [in.] ANN [11.21 4/ec1,N 12.53 1.000 1.000 Wec2,N +concrete +seisndc 1.000 +nonductile 0.700 1.000 2500 wed,N 41cp,N 1.000 1.000 Nb [Ib] + V, [Ib] V. [Ib] 1.000 763 750 1090 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Pate 22 of 30 STRUCTURAL ENGINEERING CALCULATIONS www.hilti.us ENGINEER 1 N Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 1■■11`T1 Profis Anchor 2.5.2 Company: Specifier: Address: Phone I Fax: E -Mail: TAMARACK GROVE ENGINEERING 1 Page: Project: Sub -Project I Pos. No: Date: 4 5/14/2015 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 m factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition 0 applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's 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 318-11 Appendix 0, Part 0.3.3.4.3 (a) that requires the goveming 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 Part 0.3.3.4.3 (b), Part 0.3.3.4.3 (c), or Part D.3.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Part D.3.3.5.3 (a), Part D.3.3.5.3 (b), or Part D.3.3.5.3 (c). • Part 0.3.3.4.3 (b) / part D.3.3.5.3 (a) requires that the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Part D.3.3.4.3 (c) / part D.3.3.5.3 (b) waives the ductility requirements and requires that the anchors shall be designed for the maximum tension / shear that can be transmitted to the anchors by a non -yielding attachment. Part D.3.3.4.3 (d) / part D.3.3.5.3 (c) waives the ductility requirements and requires the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by 04. • Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-11, Part D.9.1 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 23 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK ¶r GROVE ENGINEER 1 N 0 Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 8 MATERIAL AND HARDWARE PRINTOUTS 8.1 LARR 25690 BOARD OF BUILDING AND SAFETY COMMISSIONERS VAN AMSATIELOS PRESS/CRT E. FELICIA BRANNON VICE PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN JAVIER NUNEZ Custom Cooler. Inc. 420 East Arrow Hwy San Dimas. CA 91773 CITY OF LOS ANGELES CALIFORNIA ERIC GARCETTI MAYOR DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUERQA STREET LOS ANGELES CA.900i2 RAYMOND S. CHAN, C.E., S.E. GENERAL MANAGER FRANK BUSH EXECIRpdE OFFICER RESEARCH REPORT: RR. 25690 (CSI #13030) Expires: December 1, 2016 Attn: Steve Pearson issued Date: February 1. 2015 (909) 592-1111 Code: 2014 LABC GENERAL APPROVAL — Renewal - Custom Cooler Incorporated Prefabricated Model 300 Refrigeration Panels for Walk -In Coolers and Freezers. DETAILS The panels consist of 3-1/2" to 5-1/2" thick high density foam or wooden frames with foamed -in- place rigid plastic core material manufactured by Dow Chemical Company and designated as: Voracor CFA 08, 01:151, CE153. CEI 28, CBI 55, CFA 52, CE157 "A" side. Delta Therm AF4509 or Voracor CRI 004 "B" side. The skins are fabricated from 26 gauge galvanized steel with a minimum yield strength 33 ksi. The panels are held together by the use of cam -locking devises along the edges of the panels. Access holes for these devices are covered with metal or plastic plugs. Flame Spread and Smoke Development ratings per ASTM 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 pef. Custom Cooler Incorporated freestanding walk-in coolers and freezers constructed of panels described above are approved subject to the following conditions: 1. Use of the panels shall be limited to locations where combustible construction is permitted by the 2014 Los Angeles City Building Code. 2. The panels shall be fabricated in a shop ofa licensed fabricator approved by the Los Angeles City Building & Safety Department. Fabrication in unlicensed shops will invalidate this approval. RR 25690 Page 1 of 5 [AIM G.5{Rm04J320014) AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMPLOYER 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page24of30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK T GROVE E N G I N E E R I N G Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Custom Cooler Incorporated 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 2014 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 2014 Los Angeles City Building Code and the design data specified A. Panel Height Limitation (feet) and Maximum Concentric Axial Loads (PLF) Thickness Inferior Panels Exterior Panels (20 Ib/sort) Maximum Axial Load (PLF) 4" wood Frame 30 18 600 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 B. Maximum Allowable Loads for Roof or Ceiling Panels (W/F = Wood Frame) (F/F = Foam Frame) RR 25690 Page 2 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 . (208) 345-8946 FAX Page 25 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK IT GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Custom Cooter Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and freezers Span t = 41n. Wits t =4 in. F/F t = 5 in. W/F t=5 in. F/F t = 6 in. Wf.F t = 6 in. F/F 10' 53 49 65 65 79 79 12' 50 36 55 48 66 62 14' 37 27 47 37 57 48 16' 28 20 40 29 50 38 18' 22 [6 32 23 42 30 20' 18 13 23 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 C. Maximum Allowable Shear Load of Wall Panels (PLF): Shape Factor (Height:Width) Ratio Allowable Shear (ppl) 0.5:1 400 1:1 200 1.5:1 133 2:1 100 D. Maximum Allowable Roof/Ceiling Diaphragm Shear Shape Factor (Height: Width) Ratio Allowable Shear (ppt) 0.5:1 400 1:1 200 1.5:1 133 2:1 100 3:1 MAXIMUM 67 The panels shall be continuous between exterior shear walls and shall not contain any openings or holes. RR 25690 Page 3of5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 - (208) 345-8946 FAX Page 26 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE ENGINEER 1 N G Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Custom Cooler Incorporated Re: Custom Cooler .Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers H. Ceiling panel to wall panel connections are 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 1). The allowable shear and tension loads for the lag bolt connection are 573 and 472 pounds respectively. The allowable shear and tension loads for the camlock connection arc 464 and 123 pounds respectively. F. Maximum Allowable Loading for the Cam -Locking Devices: 8. Locations of connectors must be detailed on approved plans, the spacing of connections shall be calculated for each job but not less than two per width of panel (Width of panel =- 46 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. Ail design values and methods not included in this report shall be in accordance with requirements of the 2014 Angeles City Building Code. DISCUSSION The report is in compliance with the 2014 Los Angeles City Building Code. The approval is based on tests on the foam per requirements of Sec. 2603 of the 2014 Los Angeles City Building Code, tests conducted in accordance with ASTM E-84 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 anv 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. 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 alt conditions of this Approval have been met in the project in which it is to be used. RR 25690 Page 4 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Paae27of30 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 8. Locations of connectors must be detailed on approved plans, the spacing of connections shall be calculated for each job but not less than two per width of panel (Width of panel =- 46 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. Ail design values and methods not included in this report shall be in accordance with requirements of the 2014 Angeles City Building Code. DISCUSSION The report is in compliance with the 2014 Los Angeles City Building Code. The approval is based on tests on the foam per requirements of Sec. 2603 of the 2014 Los Angeles City Building Code, tests conducted in accordance with ASTM E-84 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 anv 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. 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 alt conditions of this Approval have been met in the project in which it is to be used. RR 25690 Page 4 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Paae27of30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE EN GIN E E R 1 N G Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers Quan Nghicm, Chief Engineering Research Section 201 N. Figueroa Si, Room 880 Los Angeles, CA 90012 Phone- 213-202-9816 Fax- 213-202-9943 6R RR25AWI MSU`o,d213141 R01(12;15 25,03 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 Page 28 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE ENGINEERING Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 RR 25690 EXT PEAENg STUD F FOA PLUG BUTT. CAM LOCK FASTENER ATT,4C1-IMENT 1 PANEL CONNECTIONS SILICONE INTERIOR WALL TO WALL FOAM FRAME CONT. TOP CAP W/ X 5/8° TEK SCREWS 3/8° X 8" LAG BOLT AND WASHER METAL CEIUNG PANEL CEILING TO WALL FOAM FRAME CONT. TOP CAP W/#8 X 5/8" TEK SCREWS WALL METAL CEILING PANEL CEILING TO WALL UJOOD FRAME CAM LOCK EX1_..._.. FOAM 2X4 CAULKING METAL PLUG BUTTON CAM LOCK FASTENER SILICONE INTERIOR WALL TO WALL WOOD FRAME I° X 6° CONT. 26GA. GALV. STEEL TOP CAP 1MTH 8 X 5/8` TEK SCREWS CAULKING NSF GASKET 2x WOOD WALL PANEL 3/8° X 6" lAG BOLT AND WASHER METAL ;Irk* OiniN CEILING PANEL NSF GASKET FOAM CEILING TO WALL UJOOD FRAME LAG SCREW 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 29 of 30 I. STRUCTURAL ENGINEERING., CALCULATIONS `" /te --^..".., — n TAMARACK t' GROVE Project Name: JACKSON'S #631 CBX Location: TUKWILA, WA TGE Job Number: TGE16-7037 ENGINEERING RR 25690 ATTACHMENT 2 WALL TO FLOOR CONNECTIONS EXTERIOR INTERIOR INTERIOR CLASS I POLYURETHANE FOAM CORE CLASS I WALL PANEL W/ POLYURETHANE 26GA GALV. METAL FOAM CORE SKIN 3/4° X 3/4" X 16GA GA.v. STEEL ANGLE EXTERIOR WALL PANEL W/ 26GA.GALV. METAL N SKIN 3 4 X 3/4" X 16GA. / " TE GV. S EL ANGLE TEK SCREWS n Kg �! #14X3"TEK SCREWSS FLOOR PANEL ti1r!1 e aig - 14X3"TEK WS i_` �" �4�ii'i'i'i'`'ii``��`��i 1" LONG HILTI PIN p'.'.;.'.':'.'04%;.'.4'.'.'.'.` (X-2F 32P8) WALL TO FLOOR WALL TO CONCRETE FLOOR PRE-FAB 0 INTERIOR CLASS I INTERIOR POLYURETHANECLASS FOAM CORE EXTERIOR •;+ *;• WALL PANEL W/ I 26GA. GALV, METAL WALL PANEL W/ SKIN POLYURETHANE 26GA. GALV. METAL FOAM CORE SKIN 1 1/2" X 1 1/2" X 16GA. ray. gar ANGLE 1 1/2" X 1 1/2" X 16GA. 4•Q••4 ...4 14 X 3" TEK EXTERIOR •••••,; GALV. STEEL ANGLE Fi�i�i�i� ::+:44 �� "WPM SCREWS . i�i�i�i�i' s♦♦♦4 ,s4iii•. X444 ¢14 X 3" TEK SCREWS r�t 1" LONG HILTI PIN (X-ZF 32P8) I" LONG HILIT P114 (X-ZF 32P8) WALL TO CONCRETE FLOOR WALL TO CONCRETE FLOOR O EXTERIOR INTERIOR O CLASS I POLYURETHANE FOAM CORE 1 1/2" X 6 1 2" X 16GA GALV. EL ANGLE 814X3"TEK SCREWS jEK x t.�.�4ir '�":•••:4 OOOi! WALL PANEL W/ 26GA. GALV. METAL SKIN 3/4" X 3/4" X 16GA. GALV. STEEL ANGLE 14X3"TEK SCREWS TEK SCREWS Oa FLOOR PANEL Ra"-p-17-r- 1" LONG HILTI PIN (X-ZF 32P8) Ir1'.:.:.:.0:+:.:.:.0:.0�1:* 11'.'.'.44.4'.'.'.'.'.'.'.'.'.' .................... WALL TO PRE-FAB FLOOR 0 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Pape 30 of 30 Bill Rambo Permit Technician City of Tukwila Community Development Department Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 November 28, 2016 HAND DELIVERY RE: Correction Letter No. 1 - D16-0284 New Walk -In Cooler Jacksons Food Store No. 631 13138 Interurban Avenue South, Tukwila, Washington King County Parcel No. 000300-0108 Our Job No. 14700.1 Dear Bill: CIVIL ENGINEERING, LAND PLANNING, SURVEYING We have revised the plans and technical documents for the above -referenced project in accordance with the Department of Community Development comments dated November 3, 2016. Enclosed are the following documents for Allen Johannessen's review and approval: 1. Two (2) sets of revised signed plans prepared by Barghausen Consulting Engineers, Inc., unless otherwise noted, including the following documents: a. Architectural Site Plan, Cover Sheet AS.1 b. Remodel Demolition Floor Plan, Sheet A1.0 c. Remodel Floor Plan, Sheet A1.1 d. Remodel Roof Plan, Sheet A1.2 e. Remodel Equipment Plan, Sheet A1.3 f. Cooler Package, Sheet A1.4 g. RECEIVED CITY OF TUKWILA NOV 2 8 2016 PERMIT CENTER Cooler Connection Details, Sheets 1 and 2, prepared by Custom Cooler, Inc. dated November 15, 2016 h. Structural Engineering Calculations for Custom Cooler, Inc. prepared by Tamarack Grove Engineering dated November 15, 2016 The following outline provides each of the comments in italics exactly as written, along with a narrative response describing how each comment was addressed: 1. The plan for the new cooler shows only one means of egress out of that back cooler where the this would resemble a corridor. Exit access shall be arranged such that there are no 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com Bill Rambo Permit Technician City of Tukwila Community Development Department Permit Center -2- November 28, 2016 dead ends in corridors more than 20 feet in length or shall not exceed 50 feet if equipped throughout with an automatic sprinkler system. By my measurement, the travel through the coolers exceed 50 feet. Obviously, the concern is should s seismic event occur or a fire or both, a person could become trapped in that cooler. Provide some means where the distance is reduced and the potential of a person in back cooler shall be able to safely exit. (IBC 1020.4) Response: An exit has been provided in the south wall of the new cooler which will allow a person to safely exit the new cooler and travel a short distance to the existing exit door in the existing south wall north of the women's rest room. As a note, this structure is equipped with a sprinkler system. 2. The scope of work indicated a mechanical permit for one floor sink. It was not clear as to where that floor sink is located. Also, that would require a plumbing plan under a plumbing permit and the floor sink shall be trapped with a trap primer. The scope of work for this permit shall only be for the demo and access to the new freezer and any structural work included. The walk-in cooler has already been applied for. Please clarify and provide the necessary permits and plans. Response: A floor sink is not required for the new walk-in cooler. Condensate for the new condenser unit will be plumbed to the existing floor sink provided under the original permit. Should you need additional information or require additional materials for your review, please contact me at (425) 656-1063 or via email at cpinner@barghausen.com Sincerely, Caryl J. Pinner Design Engineer CJP/dm 14700c.011.doc enc: As Noted cc: Jack Davis, Jacksons Food Stores, Inc. Joe Hempel, Jacksons Food Stores, Inc. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Daniel B. Goalwin, Barghausen Consulting Engineers, Inc. City of Tukwila Department of Community Development November 03, 2016 CARYL J PINNER 18215 72 AVE S KEBT, WA 98032 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0284 JACKSONS 631 - 13138 INTERURBAN AVE S Dear CARYL J PINNER, Allan Ekberg, 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 DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 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) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The plan for the new cooler shows only one means of egress out of that back cooler where the this would resemble a corridor. Exit access shall be arranged such that there are no dead ends in corridors more than 20 feet in length or shall not exceed 50 feet if equipped throughout with an automatic sprinkler system. By my measurement, the travel through the coolers exceed 50 feet. Obviously, the concern is should a seismic event occur or a fire or both, a person could become trapped in that cooler. Provide some means where the distance is reduced and the potential of a person in that back cooler shall be able to safely exit. (IBC 1020.4) 2. The scope of work indicated a mechanical permit for one floor sink. It was not clear as to where that floor sink is located. Also, that would require a plumbing plan under a plumbing permit and the floor sink shall be trapped with a trap primer. The scope of work for this permit shall only be for the demo and access to the new freezer and any structural work included. The walk-in cooler has already been applied for. Please clarify and provide the necessary permits and plans. Note: This permit plan review may not be complete as revised plans may require further corrections. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washineton 98188 • Phone 206-431-3670 • Fax 206-4.31-3665 In order to better expedite your resubiuittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Correctionshevisions 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)433-7165. Sincerely, Pik/kV/WO 1( 1/1/1/ Rachelle Ripley Y Permit Technician File No. D16-0284 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bill Rambo Permit Technician City of Tukwila Community Development Department Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 October 17, 2016 HAND DELIVERY RE: Construction and Plumbing Permit Application New Walk -In Cooler Jacksons Food Store No. 631 13138 Interurban Avenue South, Tukwila, Washington King County Parcel No. 000300-0108 Our Job No. 14700.1 Dear Bill: CIVIL ENGINEERING, LAND PLANNING, SURVEYING On behalf of our client PacWest Energy LLC, Barghausen Consulting Engineers, Inc. respectfully requests that the City of Tukwila Community Development Department review the enclosed Construction and `iTermit applications for the construction of a walk-in cooler. Please note that the former permit application to remodel the existing men's rest room has been discontinued. We request that this new scope of work act as a revision to that permit, if possible. The scope of work is to construct a new 278 -square -foot walk-in cooler in the former Learning Center area, to be accessed through the existing walk-in cooler. The following items are enclosed for your review: 1. One (1) Construction Permit application for a new walk-in cooler (Vir1iced 2. One (1) P-frg Permit application for one (1) new floor sink 3. One (1) check No. 30664 from Barghausen Consulting Engineers, Inc. made payable to the City of Tukwila for permitting fees 4. Three (3) sets of signed plans prepared by Barghausen Consulting Engineers, Inc. (unless otherwise noted), including the following plans and documents: a. Architectural site plan, Cover Sheet AS.1 b. Remodel demolition floor plan, Sheet A1.0 c. Remodel floor plan, Sheet A1.1 d. Remodel roof plan, Sheet A1.2 e. Remodel equipment plan, Sheet A1.3 • 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com Bill Rambo Permit Technician City of Tukwila Community Development Department Permit Center -2- October 17, 2016 f. Cooler package, Sheet A1.4 g. Shear wall retrofit plan, Sheet S1, prepared by Visser Engineering and dated September 9, 2016 h. Structural calculations (analysis for tenant improvement of existing space) prepared by Visser Engineering and dated September 9, 2016 i. Cooler connection details, Sheets 1 and 2, prepared by Custom Cooler, Inc. and dated September 12, 2016 j. Structural engineering calculations for Custom Cooler, Inc., prepared by Tamarack Grove Engineering and dated September 28, 2016 Should you need additional information or require additional materials for your review, please contact me at (425) 656-1063 or via email at cpinner@barghausen.com. Sincerely, Design Engineer CJP/hd 14700c.010.doc enc: As Noted cc: Jack Davis, Jacksons Food Stores, Inc. Joe Hempel, Jacksons Food Stores, Inc. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Daniel B. Goalwin, Barghausen Consulting Engineers, Inc. PERMIT CORD COPD PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0284 PROJECT NAME: Jacksons 631 SITE ADDRESS: 13138 Interurban Ave S Original Plan Submittal DATE: 11/28/16 Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: NWS 11V Building Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 11/29/16 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 12/27 /16 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 eERMl? COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0284 PROJECT NAME: JACKSONS 631 SITE ADDRESS: 13128 INTERURBAN AVE S DATE: 10/19/16 X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: •Building Division I* 160/0t . Public Works ,i!13 Al,N1 PAtrevention Structural loKo t4111 - Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 10/20/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 11/17/16 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only )11414 CORRECTION LETTER MAILED: 11 � � Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 1— 2.g ^ 20 (e, Plan Check/Permit Number: D16-0284 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 13138 INTERURBAN AVE S Contact Person: LAKY L Pi C Phone Number: 4 2-G- (p5(e2- (c) (0 3 Summary of Revision: ctoe-r- +0 c , - net -LD RECEIVED CITY OE TUKWILA NOV 2.8 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center\Applications-Handouts\Templates\Forms\Word Documents\Revision Submittal Form.doc Revised: August 2015 EVERGREEN ENVRNMENTAL SVCS INC Washington State Department of Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance Search L&I A -Z Index Help Page 1 of 2 My L&1 Workplace Rights Trades & Licensing EVERGREEN ENVRNMENTAL SVCS INC Owner or tradesperson Principals HINES, JOHN F, PRESIDENT HINES, CHANDA L, VICE PRESIDENT Doing business as EVERGREEN ENVRNMENTAL SVCS INC WA UBI No. 601 540 547 17108 9TH AVE SE MILL CREEK, WA 98012 425-787-8987 SNOHOMISH County Business type Corporation Governing persons CHANDA HINES JOHN FRANCIS HINES; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. EVERGES061J5 Effective — expiration 04/25/1994— 01/14/2018 Bond ............ DEVELOPERS SURETY & INDEM CO Bond account no. 856831C Active. Meets current requirements. $12,000.00 Received by L&I Effective date 01/14/2002 12/15/2001 Expiration date Until Canceled Insurance ..............._...._..... EVEREST INDEMNITY INS CO $2,000,000.00 Policy no. EF4ML00098091 Received by L&I Effective date 10/17/2016 12/15/2008 Expiration date 12/15/2017 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601540547&LIC=EVERGES061 J5&SAW= 12/12/2016 AREA OF MINOR INTERIOR REMOD L; PROVIDE OPENING IN EXISTING WALL AND INSTALL NEW WALK—IN COOLER: REF. SHEETS A1.0. A1.1 & S1 NEW CONDENSER • • • • • • • • • • • s L Q -%N4. r/ �� \G • • FR VISIONS .. No changes shall b' made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal Fa-E: may include additional plan review fees. FILE COPS rm iU NO.1ftfrO1'L Plan review n provel is subject to errors and omissions. Approval of consfy ucU;on documents does not au°lho; ize the violation of E ny dopted e s e or ordinance. RecciY t of approved Fi ,itions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION �0 �y 1 \ 7p • i SEM AEQUiRE) FOR: ZrMcChanical Electrical ..Plumbing .as Piping City of Tukwila BUILDING DIVISION • • / i / • • • • 1/4"=1,=_O' /'0 ARCHITECTURAL SITE PLAN 2016-10-17 0 2 4 8 111110 Vs\s' L!S.:LtiuE«`'.Lt:lw!q'�'sA L�}uiMl:!:4L!:.: •L t Shell RESPONSE TO AGENCY REVIEW. ADDED EXIT DOOR TO COOLER. ISSUED FOR PLAN REVIEW 0. 0. a .15 0. V n co r O) V"' (o n r O .�i cn O w � z z z co � gCC §co N 0 VICINITY MAP SITE DATA ADDRESS: 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON OWNER: PacWest ENERGY, LLC dba JACKSONS FOOD STORES, INC. 3450 E. COMMERCIAL CT. MERIDIAN, ID 83642 CONTACT: JACK DAVIS, 208.841-0496; EMAIL: jack.davisOjacksons.com SITE AREA: 24,450SF OR 0.56 ACRES APN: 0003000108 ZONING: C/LI— COMMERCIAL/LIGHT INDUSTRIAL BUILDING AREA: 2,976GSF EXISTING CONVENIENCE STORE 802GSF FORMER LEARNING CENTER 2,12OGSF EXISTING CANOPY OVER 4 MPD's BUILDING AREA: 2,976GSF EXISTING CONVENIENCE STORE 802GSF STORAGE ROOM FOR CONVENIENCE STORE 2,12OGSF EXISTING CANOPY OVER 4 MPD's NO CHANGES TO EXISTING SQUARE FOOTAGE OF STRUCTURE CONSTRUCTION TYPE: V—B EXIST. OCCUPANCY: M (STORE AND GAS); B (LEARNING CENTER). NEW OCCUPANCY: M (STORE AND GAS) — ENTIRE STRUCTURE 9,10Z00j, CC C.) J V W 0 C.) wl CO M LC) CO L CO 00N r C CO CD 00 0 N 0 v v) rya coo REGISTERED ARCHITECT DIEL B GOA ST TE OF 1INGTON XP: 08/08/18 1 2 Cb N 11 x SCOPE OF WORK .c .0. co 0. U O) o d n '� avi qn 1) A PORTION OF THE SHEAR WALL BETWEEN THE EXISTING WALK—IN COOLER AND THE STORAGE ROOM (FORMERLY THE LEARNING CENTER) WILL BE REMOVED TO PROVIDE ACCESS TO A NEW WALK—IN COOLER. REFERENCE STRUCTURAL DRAWING S1. 2) A PORTION OF THE EXISTING WALK—IN COOLER WALL TO PROVIDE ACCESS TO A NEW WALK—IN COOLER. 3) (1) NEW CONDENSER UNIT WILL BE ADDED TO THE R OR QDE COMPLIANCE APPROVED SHEET INDEX APPLICABLE CODES DEC 0 1 2016 AS.1 ARCHITECTURAL SITE PLAN A1.0 REMODEL DEMO FLOOR PLAN A1.1 REMODEL FLOOR PLAN A1.2 REMODEL ROOF PLAN A1.3 REMODEL EQUIPMENT PLAN A1.4 COOLER PACKAGE 10f2 PLAN VIEW & ELEVATIONS — COOLER 2of2 CONNECTION DETAILS — COOLER S1 SHEAR WALL RETROFIT PLAN 2015 INTERNATIONAL BUILDING CODE 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ELECTRICAL CODE 2012 WASHINGTON STATE ENERGY CODE ICC/ANSI A1117.1-2009 VERSION WASHINGTON STATE AMENDMENTS AND PUBLISHED L T14 # RECEIVED Ci -(V OF TUKWILA CODE NOV 2 8 2016 CONSULTANTS PERMIT CENTER ARCHITECT/ENGINEER: CONTACT: STRUCTU ENGIN CONTACT: BARGHAUSEN CONSULTING ENGINEERS INC. 18205 72ND AVENUE S. KENT, WA 98032 CARYL J. PINNER (425) 656-1063 VISSER ENGINEERING CO FEDE32001 D AV ► S ANDY INC. ITE .W Z C9 C.) 1— z V Lu Z x °- <t z } N 5z LU <Z ©N co (-Da �Oc P. O n z 2 C4 W N N J 1 Y •-'- 0 r= .n z oHilrootio ,- 8 m Date/Time:11 /28/2016 2:43 PM Fi I e: P: \ 14000 s\ 14700\a rc h itectu ra 1 \631 _ 14700 EXISTING ENTRY lw 1'4?ger gs_Ow EXISTING STORAGE ROOM REMOVE WALL PORTION FROM EXISTING WALK-IN COOLER WALL: ±48"x7'-3" TALL: VERIFY WITH COOLER SUPPLIER REMOVE WALL PORTION: 4'-6" WIDE x 7'-3" TALL EXISTING WALK-IN FREEZER EXISTING BACK I ROOM L- /\ I- - -� 11'-10" HOT ROOD L- �J EXISTING BEER CAVE /1// -7nf i1 / 1 /I \ 1:'" EXISTING CURED STO' GE EXISTING WALK-IN COOLER +1 EXISTING MEN's REST ROOM 1r '• ra 9..4 vLi mit me �.�l i!Ll_!!!t-id.LL1 SCOPE OF WORK: 1) A PORTION OF THE BEARING WALL BETWEEN THE EXISTING WALK-IN COOLER AND THE STORAGE ROOM (FORMERLY THE LEARNING CENTER) WILL BE REMOVED TO PROVIDE ACCESS TO A NEW WALK-IN COOLER. REFERENCE STRUCTURAL DRAWING S1. 2) A PORTION OF THE EXISTING WALK-IN COOLER WILL BE REMOVED TO PROVIDE ACCESS TO A NEW WALK-IN COOLER. +34 0 EXISTING SALES AREA EXISTING CASHIER / EXISTING HALLWAY DEMO REMODEL FLOOR PLAN 2016-10-17 O 2 4 8 l c 4 V a NZ 10 8 CKSONS STORE No. 631 RURBAN AVENUE SOUTH KW1LA, WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 1 2016 City of Tukwila BUILDING D VISION CITY OF TUKWILA NU 2 8 2016 PERMIT CENTER I .ck. Arb0 c•I .CQ W o0 ' 0c. I— C E N L cc y x 1.1. ...I CO Ci) U0o cc co Oho (f) N W Q G �7 u7 M 1a. 7 REGISTERED ARCHITECT EL B GOA TE OF HINGTON XP: 08/05/18 ai 1 0. 0. rn 4 a m 0 U t0 o 0 F-- 0 V) w z N 0©0N z rn cu ¢�'LC)L[) s"-- Lo �- 1.0CO LLI X CO N 00 - g3 c) zw N d gw Ca ad z5 wE w w -J v Job Number 89-1 0 Z d 0 a) 0 U N a Date ime:10/17/ 016 File:P:\14000s\14700\architectural\631 _14700 Al .O.dwg EXIST GYP BD FINISH NEW DOUBLE STUDS ® JAMBS; REF. S1 INSTALL (2) 2x6 OVER CASED OPENING EXIST. 2x6 WOOD STUD FRAMING 304 STAINLESS FRAME AROUND CASED OPENINGS CASED DOOR JAMB & HEAD DETAIL SCALE: 1 1/2" = 1'-0" BASIC FRAMING EXISTING FRAMING, WHERE OCCURS (2) 2x6 AT TOP OF NEW CASED OPENING (2) 2x6 PER S1 STAINLESS SURROUND EXIST CONC. SLAB ON GRADE 4 t 4'-0" CASED OPENING w 0 z� 5 NEW C000LER Q 1" MIN AIRSPACE CAULKED & SEALED AROUND CASED OPENING AS REQUIRED BY COOLER SUPPLIER REFERENCE SHEET S1 FOR STUD & HOLD DOWN REQUIREMENTS AT EXISTING BEARING WALL E EXISTING HALLWAY EXISTING EXTERIOR DOOR REMODEL FLOOR PLAN 2016-10-17 0 2 4 8 IMIZM bl(rP 41422-0" C RESPONSE TO AGENCY REVIEW. ADDED EXIT DOOR 0 NEW COOLER 0. a 0 a 'U a .0 ma co O) r rq �+ Q z o oCI) Z +Z=o 0 �� Qa $c�nZ Cc m� LL co CC 3 pNz wokR O � w cc 4- W 0 Cr) �0 V ) 0 C.) CV CO CMO LO .... CO Z LC) „c M C0 CO 00 cc 0 oci CO CD 00 CC CO W CO N W CD 0 0 0 97 REGISTERED ARCHITECT D IEL B GOA ST TE OF INGTON REVIEWED FOR CODE COMPLIANCE APPROVED XP: 08/05/IS cg s o c Pi* x� 8 a a a 10 o 'v I ' 'o d 0 it 0d V) w w `= Q N Z�No N N 1-0 Ln to N Z N N 00 UJ Nj• 1-8782 FAX cn w (D CJ z5 w z cn a4 o zgw w z- z w J NOV 2 8 2016 PERMIT CENTER E 0 z .a �} u) 4- X r O U Date/Time:11 /9/2016 3:57 PM File:P:\14000s\14700\architectural\631 _14700 A1.1.dwg SYSTEM CU-I:QANDO ROOF CU -1 (COOLER) TRAP AT RISER (TYP.) S > TRAP LEAVING REFRIGERATED ROOM COOLER / FREEZER FLOOR PLAN ALL JACKSONS PROVIDED ROOF TOP CONDENSERS AND REFRIGERATION EQUIPMENT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSTALL AND INCLUDE ALL EXPENSES ASSOCIATED WITH THE START UP COSTS. EVAPORATOR COILS SYSTEM QTY.HE RTYPE ATC AMODEL # FANS REFG. R CAPACITY BITHR S EACH POWER SUPPLY BOX TEMP. °F DEFROST HEATER FAN MOTOR APPROX. NET WT. LBS. QTY. EACH CFM MCA MCA CU -1 COOLER 1 LSCO70AE 2 1,460 R404A 7,000 115V 1 Phase +35 11.71.8 208 ea 38L x 18h x 28d 45 ea 45,5w x 15d x 15h LEGEND L C SUCTION LIQUID CONDENSATE DRAIN NOTE: ALL SUCTION LINES TO BE INSULATED CONDENSING UNITS SYSTEM QTY. HEATCRAFT MODEL # COMPRESSOR SUCTION TEMP. TY E R CHG. LBS. CAPACITY B.T.0R.'S H 1 R. EACH POWER SUPPLY DEFROST TIMER MIN. CCT. AMP. MAX. FUSE SIZE APPROX. NET WT. LBS. CU -1 COOLER 1 MOH025X63 2.5HP HERMETIC +25° R404A 9 54,430 @ +25SST/90° AMB. 208-230v /3 0 ELECTRIC 15 15 208 ea 38L x 18h x 28d CONDENSERS WILL INCLUDE THE FOLLOWING OPTIONS: • HEADMASTER • FAN CYCLE • DEFROST CLOCK • SIGHT GLASS • CONDENSER MUST BE SIZED FOR 110 DEGREE AMBIENT • FIVE YEAR WARRANTY ON COMPRESSOR • R404A REFRIGERANT • CONDENSING UNIT MUST BE SET ON TREATED 4x4 EVAPORATORS WILL INCLUDE THE FOLLOWING OPTIONS: • 14 TON THERMAL EXPENSION VALVE • i -INCH SOLENOID VALVE • PENNA19ABC-24 TEMPERATURE CONTROL • i -INCH PVC CONDENSATE DRAIN • DEFROST HEATERS (BEER CAVE ONLY) DESIGN INTENT OF EVAPORATORS & CONDENSING EQUIPMENT THE COOLER/FREEZER MANUFACTURER IS RESPONSIBLE FOR THE SIZING AND QUANTITY OF THE REQUIRED CONDENSERS AND EVAPORATORS FOR THE SPECIFIC APPLICATION. THE MODEL NUMBERS AND SIZES LISTED ON THIS SHEET WERE SUPPLIED BY HORECO. THE ELECTRICAL DESIGN PROFESSIONAL WILL USE THE AMPS LISTED HEREON TO DEVELOP THEIR ELECTRICAL LOADS; IT IS THE SOLE RESPONSIBILITY OF THE COOLER/FREEZER MANUFACTURER TO VERIFY THAT THEIR SUPPLIED EQUIPMENT WILL OPERATE PROFICIENTLY WITH THE DESIGNED LOADS. BARGHAUSEN CONSULTING ENGINEERS, INC. (BCE) IS NOT RESPONSIBLE FOR UNDERSIZED EQUIPMENT. THE COOLER/FREEZER SUPPLIER WILL CONTACT BCE IMMEDIATELY SHOULD A SIGNIFICANT INCREASE IN AMPS BE REQUIRED. COOLER FLOOR PLAN CODES AND STANDARDS NSF STANDARDS: COMPLY WITH APPLICABLE NATIONAL SANITATION FOUNDATION (NSF) STANDARDS AND RECOMMENDED CRITERIA. PROVIDE EACH PRINCIPAL ITEM OF FOOD SERVICE EQUIPMENT WITH A NSF "SEAL OF APPROVAL" UL LABEL: WHERE AVAILABLE, PROVIDE UL LABELS ON PRIME ELECTRICAL COMPONENTS OF FOOD SERVICE EQUIPMENT. PROVIDE UL "RECOGNIZED MARKING" ON OTHER ITEMS WITH ELECTRICAL COMPONENTS SIGNIFYING LISTING BY UL, WHERE AVAILABLE. HEALTH CODE: INSTALL FOOD SERVICE EQUIPMENT IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT APPLICABLE REGULATIONS. 1. SHOP DRAWINGS UPON APPROVAL OF BID: SUBMIT 1 SET OF COMPLETE DETAILS, MECHANICAL AND ELECTRICAL REQUIREMENTS, AND INSTALLATION INSTRUCTIONS OF EACH ITEM. INCLUDE INFORMATION ON ROUGH -IN DIMENSIONS, SERVICE CONNECTION REQUIREMENTS, OPENINGS, DISPLAY AND LATCH DOOR MANUFACTURER'S INFORMATION, COMPLETE FLOOR PLANS AND EQUIPMENT SPECIFICATIONS. DRAWINGS ARE TO BE SUBMITTED TO JACK DAVIS FOR APPROVAL (BY SIGNATURE AND DATE) PRIOR TO THE MANUFACTURING OF COOLER AND/OR FREEZER AND ITS COMPONENTS. 2. TAKE FIELD MEASUREMENTS TO ASSURE ACCURATE FIT OF FABRICATED EQUIPMENT. 3. INCI UDF WARRANTY INFORMATION ON Al 1 FOUIPMFNT. 2012 WASHINGTON STATE ENERGY CODE SECTION C402.5 WALK-IN COOLERS AND WALK-IN FREEZERS. WALK-IN COOLERS AND WALK-IN FREEZERS SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. SHALL BE EQUIPPED WITH AN AUTOMATIC DOOR CLOSER THAT FIRMLY CLOSE WALK-IN DOORS THAT HAVE BEEN CLOSED TO WITHIN 1 INCH OF FULL CLOSURE. EXCEPTION: DOORS WIDER THAN 3 FEET 9 INCHES OR TALLER THAN 7 FEET. 2. DOORWAYS SHALL HAVE STRIP DOORS (CURTAINS), SPRING -HINGED DOORS, OR OTHER METHOD OF MINIMIZING INFILTRATION WHEN DOORS ARE OPEN. 3. WALK-IN COOLERS SHALL CONTAIN WALL, CEILING, AND DOOR INSULATION OF AT LEAST R-25 AND WALK-IN FREEZERS AT LEAST R-32. EXCEPTION: GLAZED PORTIONS OF DOORS OR STRUCTURAL MEMBERS. 4. WALK-IN FREEZERS SHALL CONTAIN FLOOR INSULATION OF AT LEAST R-28. 5. TRANSPARENT REACH -IN DOORS FOR WALK-IN FREEZERS AND WINDOWS IN WALK-IN FREEZER DOORS SHALL BE OF TRIPLE -PANE GLASS, EITHER FILLED WITH INERT GAS OR WITH HEAT -REFLECTIVE TREATED GLASS. 6. TRANSPARENT REACH -IN DOORS FOR WALK-IN COOLERS AND WINDOWS IN WALK-IN COOLER DOORS SHALL BE DOUBLE -PANE GLASS WITH HEAT -REFLECTIVE TREATED GLASS AND GAS FILLED; OR TRIPLE -PANE GLASS, EITHER FILLED WITH INERT GAS OR WITH HEAT-RELECTIVE TREATED GLASS. WALK-IN COOLER / FREEZER SPECIFICATIONS 1.0 GENERAL NOTES: 1.1 WALK-IN COOLER SHALL BE PREFABRICATED METAL CLAD PANELS, DESIGNED IN MODULAR CONCEPT TO FACILITATE ACCURATE JOB SITE ASSEMBLY. 1.2 LIGHTING CONSISTS OF VAPOR -PROOF LIGHT FIXTURES; TO BE FURNISHED LOOSE AND A 30 -MINUTE DIAL TIMER WITH PILOT LIGHT FLUSH MOUNTED ON THE EXTERIOR. PROVIDE SEPARATE SWITCH WHEN BEER CAVE IS SPECIFIED. THE WIRING SYSTEM SHALL BE APPROVED BY UNDERWRITER'S LABORATORY. 2.0 PANEL CONSTRUCTION: 2.1 ALL WALL PANELS SHALL BE FOAMED -IN-PLACE CLASS 1, POLYURETHANE CONSTRUCTION: 33" WOOD FRAME URETHANE; 4" HIGH DENSITY URETHANE COMPOSITE PANEL. THE "R" VALUE WILL BE 30 WITH A DENSITY OF 2.2 POUNDS PER CUBIC FOOT. WALL PANEL FINISH SHALL BE STUCCO EMBOSSED GALVANIZED; COLOR -WHITE;; 24GA EXTERIOR AND 26GA INTERIOR. (INSULATED WALL VALUE: R 25.4 0 COOLER & R 32.4 6, FREEZER) 2.2 THE PERIMETER OF ALL PANELS SHALL BE DESIGNED WITH PRECISELY FORMED TONGUE AND GROOVED TYPE OF EDGE TO PROVIDE MAXIMUM RESISTANCE TO THERMAL CONDUCTION. 2.3 PANELS WILL BE JOINED TOGETHER BY ENGAGING A CAM -ACTION LOCKING DEVICE. THE CAM ACTION DEVICE WILL DRAW THE SECTIONS TOGETHER TO FORM A TIGHT SEAL. 2.4 ALL PANELS ARE TO BE SEALED WITH FOOD GRADE SILICONE; INCLUDING PANEL TO FLOOR CONNECTIONS. 2.5 ALL WALK-IN CEILING PENETRATIONS MUST BE SEALED WITH FOAM. 2.6 REEZER WILL NOT HAVE A FLOOR; TI IERE WILL DE A 4" CONCRETE rl nnn n►/rn A" nr I\I[+111 ATIn\L Hurn 1" ['•1 An nrrrn Tn nrrAJ, JVL.P\IIVIY VYLII '1' J 10/A3.1. (INSULATED FLOOR VALUE: R 32.1) 2.7 CEILING PANEL CONSTRUCTION: 4" HIGH DENSITY URETHANE; 4" WOOD FRAME URETHANE; EXTERIOR FINISH: METAL; INTERIOR FINISH: 26GA STUCCO EMBOSSED GALVANIZED; COLOR -WHITE; FACTORY MOUNTED CEILING CAPS. CEILING HEIGHT WILL BE 9' IN THE COOLER/rREEZER ANO 9' IN DCCR CAVE. (INSULATED CEILING VALUE: R 25.4) 2.8 FOR MEASUREMENTS AND CONFIGURATIONS; REFER TO THIS SHEET AND/OR THE CONSTRUCTION FLOOR PLAN. HEATED AIR VENT REQUIRED. 3.0 OOLER AND/OR FREEZER SERVICE DOOR: ME MANUFACTURER AS COOLER/FREEZER SUPPLIER. 3.1 3.2 STA DARD SOLID DOOR SIZE: 36" x 78" (IF NOT FACING SAL AREA FACREFER TO ANTHONY INTERNATIONAL CHART, THIS SHE G SALES AREA THE DOOR WILL FOLLOW SPECIFICA S .CTIO 5.1 BEER CAVE DOOR, THIS SHEET. (SOME ITEMS NO APPL CABLE TO THE "CAVE DOOR") 7 OCA • N A i, • 3.3 D••R S LL POL URET NE SWING AS SHOWN IN THIS PLAN SET. NOMINAL 33" TO 4" FOAMED -IN -P CE ONSTRUCTION. FINISHED PER SEC ' ON 3.4 DOOR 0 B IN- BUMPE PLA • TO INC OR OVERLAY TYPE, AN ROTECT AGAINST HAND T .4 3.5 HINGES S LL : CA ON FRAME ND ••OR 3.6 LATCH AND S IKE PROVISION FOR PADL TO PREVENT EN APM • RISE WITH BRIGHT IM, TWO HINGES HA CK. T. • 3.7 DOOR TO HAVE RE LAC ADJUSTABLE VINYL THRESHOLD. PER A SATIN S TCH TO LE S S SK OR TO CK I AVE MAG VER ANOD R DOR FAC CHR AVE SIDE F RA EAL 3.8 A FLUSH MOUNTED 2" RANGES SHALL BE PROVI► BE EASILY CALIBRATED. T INTERIOR OF THE DOOR S L T ETE r, T N I BELO AR • 1 VE. DOOR .1 AB SS ED FINISH E FINISH WITH SAFETY RELEASE OSITIVE SEAL AND AN DOOR FRAME OF CORRECT TEMPERATURE R. THE THERMOMETER SHALL ER SENSING BULB ON THE VE A PROTECTIVE COVER. 3.9 PROVIDE LOCKS ON AL DOO 3.10 PROVIDE WALL BUMP" GU 4.0 MANUFACTURED ANT INTERNATIONAL" HAR', 2 -PANE GAS ' LLED LC FILLED LOW- FO' FRE 4.1 SIZE: 30" 79" TIO (SE NIMU RE AN " ON VY ' EFRIG i' SHEET); e FOR COOL ER. (NO "CHAR H CURB HEIGHT (F 4.2 COOLE' SHE EPDXY COA SHE ES; 'C OR NDIC EI 4.3 MA 4.4 FINI' TO BE F'' E • iD 4.5 4 4.7 -• • M OLOR: BLACK; DIMENSION LVES PER DOOR; BLACK MO BLACK; DIMENSIONS 30"x36"d HERWISE) RGY SAVER CONTROL. C • "ANTHONY IREMENTS: TEMPERED RED 3 -PANE GAS REMODELS) TEMOME OLER LOOR) 3e" x 3, • •ING AGS. PIC SMOOTH BLACK; WITH STANDARD FINISHE BLACK FRONT -MOUNT HANDLES (CURVED TO FUL A . U "d; 7 REEZER NL SS NOTED BLA & B LENGTH LED LIGHTING SYSTEM I -CONDENSATE DOOR, FRAME, GLASS Sc MULLION HEATERS EY CYLINDER LOCK AT EACH DOOR. TTOM • D _ AV _ 'R (IF APPLICADLE UFA FULL • ' D BY ANTHONY REFRIGERATION; "CAVE DO• OR • S. LE SWING WALK THRU DOOR. `i• E • • -: BLA SWEE . DWA 5.1 SIZE: WH ! • MINIMUM OF 32 - COMPLIANCE. HEI COOLER/FRE 5.2 OR IS S UL P• •N; TH ' ILL BE A AN • MEET ADA CH THE HEIGHT OF THE D•W : WHEN • N ON WIL = CENTE' = THE SPACE ALLOWED WI E VIE IZED EQUALLY. REFER TO "ANTHONY IN ER SI S, ., 1 1/4 • OOR OW TIONAL 6.0 REFRIGERATLQK: 6.1 ALL EQUIPMENT MUST CONFORM TO CONDENSING UNITS AND UNIT COOLERS SCHEDULES AS OUTLINED ON THIS SHEET. EQUIPMENT MUST HAVE UL LISTING FOR THE APPLICATION AS SPECIFIED. 6.2 CONDENSING UNIT AS SPECIFIED SHALL HAVE THE FOLLOWING: 1. HIGH EFFICIENCY ALUMINUM FAN, COPPER TUBE CONDENSER. 2. COMPRESSOR CONTACTOR. 3. HIGH AND LOW PRESSURE CONTROLS. 4. WEATHER RESISTANT HOUSING WITH WEATHER-PROOF ELECTRICAL CONTROL BOX. 5. ACCESS GUARD. 6. LOW AMBIENT CONTROL VALVE (CVP II) FPR FLOATING HEAD. 7. LOW AMBIENT CONTROLS. 8. SUCTION LINE FILTER. 9. LIQUID LINE FILTER DRIER, SIGHT GLASS AND SERVICE VALVE. 10. ELECTRIC DEFROST TIMER. 11. EXPANSION VALVES. 12. ROOM THERMOSTAT AND SIGHT GLASS. 6.3 REFRIGERATION COPPER WILL BE AC/R - SOFT COPPER IS NOT APPROVED FOR USE. 6.4 ALL REFRIGERATION LINES ARE TO BE SUPPORTED BY STRUT AND PIPE CLAMPS. 6.5 P -TRAPS WILL BE INSTALLED ON SUCTION LINE BY EVAPORATOR CONTRACTOR. 6.6 EVAPORATOR COILS AS OUTLINED IN EVAPORATOR COIL SCHEDULE. PROVIDE DEFROST HEATERS ON BEER CAVE EVAPORATOR COILS. 6.7 EXPANSION VALVE SHALL BE SIZED BY UNIT COOLER MANUFACTURER FOR PROPER REFRIGERATION, AS HEAD PRESSURE IS ALLOWED TO DROP DURING LOW AMBIENT CONDITIONS, EXPANSION VALVE NEEDS TO BE OVERSIZED TO ALLOW FLOW AT LOWER PRESSURE DIFFERENTIAL RATIO. 6.8 THERMOSTATS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AND SHALL BE "WHITE RODGERS" MODEL #1609-101 OR EQUAL, TAMPER -PROOF WITH PROPER TEMPERATURE RANGE, AS REQUIRED ON THIS DRAWING. OPTIONAL MANUFACTURERS: "JOHNSON" OR "RANCO" OR EQUAL. 6.9 SOLENOIDS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AS RECOMMENDED BY CONDENSING UNIT MANUFACTURER. 6.10 CONDENSATE PIPING SHALL BE COPPER OR PVC AND TRAPPED AFTER WALL PENETRATION. HEAT TAPE AND INSULATE WHERE REQUIRED TO PREVENT FREEZE UP. 6.11 HEAT SENSOR TO BE LOCATED BELOW SCHEDULED GRAPHICS INSTALLATION; REFER TO GRAPHIC LAYOUT PLAN FOR MORE INFORMATION. 7.0 REFRIGERATION INSTALLATION: 7.1 EVAPORATOR COILS SHALL BE MOUNTED FROM CEILING WITH f" MINIMUM FASTENERS. 7.2 CONDENSING UNITS ARE MOUNTED ON THE ROOF AND MUST BE LEVEL WITH ITS BASE ANCHORED TO PREVENT MOVEMENT. ALLOW PROPER CLEARANCE FOR AIR SUPPLY TO AND FROM UNIT AND FOR PROPER MAINTENANCE ACCESS. 7.3 ALL ROOF PENETRATIONS MUST HAVE PVC SLEEVE WITH ROOF JACK AND SEALED. 7.4 SUCTION LINES AT TOP OF RISER ON ROOF SHALL BE SLOPED 1" PER TEN (10) FEET TO COMPRESSOR. ALL SUCTION LINES SHALL BE SIZED AND TRAPPED. INSULATE WITH 3" ARMAFLEX INSULATION TO PREVENT SWEATING. 7.5 LIQUID LINES AND SOLENOID VALVE SHOULD BE INSTALLED IN THE LIQUID LINE JUST AHEAD OF EXPANSION VALVE IN COOLER. 7.6 LEAK TEST THE ENTIRE SYSTEM AFTER ALL REFRIGERATION CONNECTIONS HAVE BEEN COMPLETED. LEAK TESTING SHALL BE PERFORMED WITH AN ELECTRONIC LEAK DETECTOR. C 8 8 rir ISSUED FOR PLAN REVIEW 6 6' a v (01- z° cep t7j Z Zz Diu � � �W �Z a 6- Z a 2 Pc:3 �2 Dfr U ,4 Q --) REVIE D FOR DDE CO NC APPRQ D � LL qzr M 00 LC) .... CO LC, 0 c0 CO OE c0 cc _ O T VO cc c0 W co ct .c U w et' M jacksons.com REGISTERED ARCHITECT EL B GOA TE OF INGTON R 7.7 THE SYSTEM MUST BE EVACUATED WITH A VACUUM PUMP, HAVING THE cm - CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF THE SYSTEM. 7.8 DURING CHARGING AND START-UP MAKE SURE SHIPPING RESTRAINTS AREPER REMOVED AND ALL ELECTRICAL AND MECHANICAL CONNECTIONS ARE TIGHT. SET HIGH LOW PRESSURE SWITCH AS REQUIRED. 7.9 INSTALLATION AND SERVICE OF THIS EQUIPMENT SHOULD BE PERFORMED BY QUALIFIED AND EXPERIENCED REFRIG ATION MECHA S. INSTALL ALL EQUIPMENT AND PIPING IN DANE LOCAL NATIONAL CODES AND IN CONFORMANCE !0 P C REQ FOR PROPER OPERATIONS. DEC 0 City of i�,., ,da ILDING l'�?i� 1IO >F: 08/05/18 ECEIVE OF T U K ;'J1 3 N 0 2 N s 0 I 11 • 0 c v co Ll) 0) 18215 72ND AVENUE SOUTH csi O N rn0 Q UJ 1-8782 FAX C9 U z z N z - o W W z V, - 'z LJ J U(n OV 2 8 2016 MIT CENTER Job Number Qr w z a 0 a 0 U (11 Date/Time:10/17/2016 12:14 PM File:P:\14000s\14700\architectural\631 _14700 A1.4.dwg E cD 0 0 Oft 7-0 • N— CN1 26GA. STUCCO -WHITE 27-7:21"2" [331] O.D. INDOOR COOLER 4 L / r 22'-71" 2 PLAN VIEW 1+ D J 0 CJ N ---IN 00 0 f� I N PANEL HEIGHT ' 6'-8" 1_0 2 CO 0) u CDI N c0 0) Q co ICV C w CD FRONT ELEVATION LEFT ELEVATION DESIGN CRITERIA: SEISMIC PARAMETERS: Ss=iA9i__ 5= SDs= _0-9±9A__ SEISMIC DESIGN CATEGORY = D INTERNAL WALL PRESSURE = 5psf CEILING DL = 3psf CEILING LL = 10psf SP CFICATO\S CONSTRUCTION: WALL: 4" WOOD -FRAME POLYURETHANE, F -I -P CEILING: 4 WOOD -FRAME POLYURETHANE, F -I -P FINISH: WALL: 26GA. STUCCO -WHITE INTERIOR 26GA. STUCCO -WHITE EXTERIOR WHERE INDICATED 26GA. STUCCO-GALVALUM BALANCE OF EXTERIOR CEILING: 26GA. STUCCO -WHITE INTERIOR 26GA. STUCCO-GALVALUM. EXTERIOR ACCESSORIES: 1 EA.- 22GA SST. JAMB (FOR 48" X 80" OPENING) -K4SQ0-cD-J-4GUT-0.X-1-#1g4---s, 2 EA.- 2 DIAL THERMOMETER -SHIP LOOSE '1" A' Ate-1T'NrTNIITI:11PItCrt G1-11` "t3-64 1auT TIMER) -SHIP LOOSE a,E-w--,,-1•,,$'=,--,3�$;,-=6A--SSU6C9��--�•T,E-��i-I�I�LGLE, 8LF 1 EA.- 36" X 80" HINGED COOLER DOOR '� SELF CLOSING FACE FRAME ONLY 26GA. STUCCO -WHITE INT. 8c EXT. 36"H. .100" DT/ALUM. KICKPLATE INT. 8c EXT. `' 1 EA.- 22GA SST. JAMB (FOR 36" X 80" OPENING) NOTE: LAG DOWN CEILING THE CEILING IS DESIGNED FOR "NO STORAGE" 2" X 2" X 1 6GA. GALV. FLOOR ANGLE- INTERIOR 3/4" X 3/4" X 16GA GALV. KEYWAY N SUBMITTAL DRAWING UST BE SIGNED & RETURNED BY ••• TO BE SHIPPED ON ••• NOT APPROVED - REVISE AND RESUBMIT APPROVED AS NOTED - MANUFACTURE AS NOTED APPROVED AS IS - MANUFACTURE AS DRAWN DGduwILN Da 3o BLYTE 20@KI 11/11/16 10/11/16 09/27/16 ADDED A HINGED DOOR WITH FACE FRAME THERMOMETER & SWITCH TO BE SHIPPED -LOOSE, CHANGED QTY. OF INSIDE ANGLE & STUCCO -WHITE EXT. SIDE WAS INCREASED CHANGED BOX DIMENSION AND HEIGHT NORMA JESUS PHAT TAMARACK `}` r GROVE E PEER I N G 812 S. La Cassia Drive Boise, ID 83705 (208) 345-8941 fax (208) 345-8946 web www.tamarackgrove.com REV. DATE DESCRIPTION REV. BY Custom Cooler Inc. 420 E. ARROW HIGHWAY SAN DIMAS, CA 91773 TEL: (909) 592-1111 FAX: (909) 599-6223 701B W. MAIN STREET ELKTON, KY. 42220 TEL: (270) 632-6266 FAX: (270) 632-6263 CUSTOM COOLER PRODUCTS COMPLY WITH THE "R" VALUE REQU REMENTS OF SECTION 340 OF THE ENERGY POLICY AND CONSERVATION ACT (42 U.S.C. 6311) AND CALIFORNIA TITLE 20 AND TITLE 24. JOB: JACKSONS # 631 13128 INTERURBAN AVENUE SOUTH TUKWILA, WA INDOOR COOLER CUSTOMER: HORECO JESUS 09/12/16 DRAWN BY: DATE: SCALE: 1/4"--;T-0" DRAWING NO.: 16-1965-1 SHEET 1 OF 2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 01 2016 City o1; Tukwila BUILDING DIVISION ii_i: E1 VED CITY OF TUKWILA NOV 2 8 2016 Pi: Fii\i i f C;i:zi'd isER T T + + + I- + + + + + -I- F- I- + + + + + +6_. i- + + + 1 1 LEFT ELEVATION DESIGN CRITERIA: SEISMIC PARAMETERS: Ss=iA9i__ 5= SDs= _0-9±9A__ SEISMIC DESIGN CATEGORY = D INTERNAL WALL PRESSURE = 5psf CEILING DL = 3psf CEILING LL = 10psf SP CFICATO\S CONSTRUCTION: WALL: 4" WOOD -FRAME POLYURETHANE, F -I -P CEILING: 4 WOOD -FRAME POLYURETHANE, F -I -P FINISH: WALL: 26GA. STUCCO -WHITE INTERIOR 26GA. STUCCO -WHITE EXTERIOR WHERE INDICATED 26GA. STUCCO-GALVALUM BALANCE OF EXTERIOR CEILING: 26GA. STUCCO -WHITE INTERIOR 26GA. STUCCO-GALVALUM. EXTERIOR ACCESSORIES: 1 EA.- 22GA SST. JAMB (FOR 48" X 80" OPENING) -K4SQ0-cD-J-4GUT-0.X-1-#1g4---s, 2 EA.- 2 DIAL THERMOMETER -SHIP LOOSE '1" A' Ate-1T'NrTNIITI:11PItCrt G1-11` "t3-64 1auT TIMER) -SHIP LOOSE a,E-w--,,-1•,,$'=,--,3�$;,-=6A--SSU6C9��--�•T,E-��i-I�I�LGLE, 8LF 1 EA.- 36" X 80" HINGED COOLER DOOR '� SELF CLOSING FACE FRAME ONLY 26GA. STUCCO -WHITE INT. 8c EXT. 36"H. .100" DT/ALUM. KICKPLATE INT. 8c EXT. `' 1 EA.- 22GA SST. JAMB (FOR 36" X 80" OPENING) NOTE: LAG DOWN CEILING THE CEILING IS DESIGNED FOR "NO STORAGE" 2" X 2" X 1 6GA. GALV. FLOOR ANGLE- INTERIOR 3/4" X 3/4" X 16GA GALV. KEYWAY N SUBMITTAL DRAWING UST BE SIGNED & RETURNED BY ••• TO BE SHIPPED ON ••• NOT APPROVED - REVISE AND RESUBMIT APPROVED AS NOTED - MANUFACTURE AS NOTED APPROVED AS IS - MANUFACTURE AS DRAWN DGduwILN Da 3o BLYTE 20@KI 11/11/16 10/11/16 09/27/16 ADDED A HINGED DOOR WITH FACE FRAME THERMOMETER & SWITCH TO BE SHIPPED -LOOSE, CHANGED QTY. OF INSIDE ANGLE & STUCCO -WHITE EXT. SIDE WAS INCREASED CHANGED BOX DIMENSION AND HEIGHT NORMA JESUS PHAT TAMARACK `}` r GROVE E PEER I N G 812 S. La Cassia Drive Boise, ID 83705 (208) 345-8941 fax (208) 345-8946 web www.tamarackgrove.com REV. DATE DESCRIPTION REV. BY Custom Cooler Inc. 420 E. ARROW HIGHWAY SAN DIMAS, CA 91773 TEL: (909) 592-1111 FAX: (909) 599-6223 701B W. MAIN STREET ELKTON, KY. 42220 TEL: (270) 632-6266 FAX: (270) 632-6263 CUSTOM COOLER PRODUCTS COMPLY WITH THE "R" VALUE REQU REMENTS OF SECTION 340 OF THE ENERGY POLICY AND CONSERVATION ACT (42 U.S.C. 6311) AND CALIFORNIA TITLE 20 AND TITLE 24. JOB: JACKSONS # 631 13128 INTERURBAN AVENUE SOUTH TUKWILA, WA INDOOR COOLER CUSTOMER: HORECO JESUS 09/12/16 DRAWN BY: DATE: SCALE: 1/4"--;T-0" DRAWING NO.: 16-1965-1 SHEET 1 OF 2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 01 2016 City o1; Tukwila BUILDING DIVISION ii_i: E1 VED CITY OF TUKWILA NOV 2 8 2016 Pi: Fii\i i f C;i:zi'd isER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 1 2016 City of Tukwila BUILDING DIVISION CITY OF TUKWILA NOV 2 8 2016 ';�-: M i +.,,.e.i"41.ER 1/2" 3/8" X 6" LAG BOLT X 5W' CONT. 26GA. GALVALUM TOP CAP WITH #8 X 3/4" TEK SCREWS @ 23" O.C. AND WASHER ©23" O.C. 26GA. METAL '!� CEILING PANEL CAULKING 3/8" BID MIN. ►;i ��e,. I►_. ._ 1 -....� NSF GASKET 2x WOOD 0 * ►j�j,�j�j •�� NSF GASKET l� 3» 3» 18 X 18 X 26GA. GALV. ANGLE W/#8 X 5/8" TEK WALL PANEL SCREWS @23" O.C. 1 LAG DOWN CEILING TO WALL EXTERIOR CAULKING SUBMITTAL DRAWING MUST BE SIGNED & RETURNED BY 3/8" BEAD MIN. 2X4 26GA. METAL FOAM r AST '.. .. 14- TO BE SHIPPED ON C NOT APPROVED - REVISE AND RESUBMIT n APPROVED AS NOTED - MANUFACTURE AS NOTED f APPROVED AS IS - MANUFACTURE AS DRAWN BEdINERV DIME PLUG BUTTON L. . ',Mt CAM LOCK Q 48'O.C. INTERIOR FASTENER MAX. IDpTE McS �r bi oxgq . 3, Siku 0%wASo � 2 PANEL TO PANELF EXTERIOR INTERIOR U i �' 43821 afrodsl''rvawmp� Ge.. T ` %,SThWS$)F 44/o fAL, G .?� `' ` �� :_ 11/15/16 812 S. La Cassia Drive Boise, ID 83705 3/4" WALL PANEL X 3/4" X 1 6GA. GALV. STEEL ANGLE CAULKING ►-r '-� t�J��1 !�� 2�� 16GA. GALV. STEEL ANGLE �� 4 X 2% TEK , LREWS EXPIRES: 18 :� _. t. (208) 345-8941 fax (208) 345-8946 www.tamarackgrove.com 3 8" BEAD MIN.ri ' @23 O.C. IlkREV. HILTI KB—EZ 1/4" DIA 1 5/8" EMB @ 18" O.C. ESR 3027 LARK 25897 OR EQUALLY APPROVED DATE DESCRIPTION REV. BY 420 SAN TEL: FAX: Custom Cooler Inca E. ARROW HIGHWAY 7018 W. MAIN STREET DIMAS, CA 91773 ELKTON, KY. 42220 (909) 592-1111 TEL: (270) 632-6266 (909) 599-6223 FAX: (270) 632-6263 JOB: JACKSONS # 631 CUSTOMER: HORECO 13128 INTERURBAN AVENUE SOUTH DRAWNBY: JESUS DRAWINGNO.: TUKWILA, WA DATE: 09/12/2016 16-1965—D 3 WALL TO CONCRETE FLOOR DETAILS SCALE: NTS SHEET 2 OF 2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 1 2016 City of Tukwila BUILDING DIVISION CITY OF TUKWILA NOV 2 8 2016 ';�-: M i +.,,.e.i"41.ER 4 FADE OF STUD FAGS OF STUD 85'-0" 2I'-0" it 5'-0" 1.4 E.XISTIN6 - EXISTING STUD WALL - TYP. r L E 1 FOS 9 HDUB FIDUS c.1 J EXISTING SLAB -ON -GRADE exisrir� FOOTING - rnR I � � SHEAR WALL RETROFIT PLAN 1/4":1'-0" t► I , r -i L J L PLAN NOTES: 1 J RTES: I. BUILT -UF 2x4 LAMINATED POSTS SHALL BE NAILED WITH 0.148" x 3" NAILS @ q"oc - STAGGERED. 2. BUILT-UP 2x6 LAMINATED POSTS SHALL BE NAILED WITH (2) 0.148" x 3" NAILS @ a"oc. 1, it" 1 MIN. 1 { 2x4 5TUD5 2x6 STUDS Lamination of Built -Up Posts 0 .j C✓ PERMIT SUBMITTAL a Q NAIL EXISTING SHEATHING TO EACH POST LAMINATION W/ 0.148" x 3" NAILS @ 4"oc THREADED ROD - SET IN SIMPSON SET -XP' EPDXY-TIE co 0 a NEW POST PER PLAN LDOWN PER PLAN ISTING SILL PLATE ISTING SLAB -ON -GRADE EXISTING FOOTING 0 z SHEAR WALL RETROFIT PLAN JACKSONS STORE Na. 631 NTERURBAN AVENUE SOUTH 00 *SPECIAL INSPECTION 15 REQUIRED FOR INSTALLATION OF HOLDOWN ANCHORS %I =1'-0' Typ. Retrofit Holdown at Foundation 2 1 NAIL EXISTING SHEATHIN& 4. TO EACH POST LAMINATION W/ 0.148" x 3" NAILS o 4"oc H0LD0WN PER PLAN EXISTING STUDS AND SILL PLATE • • • • • • • • • • 3" • THREADED ROD - SET IN SIMPSON 'SET -XP' EPDXY-TIE GROUT* EXISTING FOOTING 1111E111 II �� II 11 II �l Il NEW POST PER PLAN SIMPSON WOOD SCREWS PER SIMPSON CATALOG (LATEST EDITION) SPECIAL INSPECTION 15 REQUIRED FOR INSTALLATION OF HOLDOWN ANCHORS tir = Ik-or 5 Typ. Retrofit Hoidown at Foundation I. DIMENSIONS SHOWN ARE PER THE ARCHITECT'S DRAWINGS AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. REFER TO ARCHITECT'S DRMING'S FOR ALL DIMENSIONS NOT SHO}MN. 2. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL FRAMING INFORMATION AND DETAILS SH0}A N. VI55ER ENGINEERING SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETYEEN THESE DRAWINGS AND ACTUAL FIELD CONDTIONS. 5. EXISTING SHEAR WALL HOLDOWNS ARE NOT ADEQUATE FOR INCREASED LOAD DUE TO NEW WALL OPENING. NEW POSTS AND HOLD01,15 SHALL BE INSTALLED WHERE SHOWN ON THE PLAN. LEGEND: O L co ELECTRONICALLY SIGNED D AVENUE SOUTH ® INDICATES LOCATION OF TIMBER POST OCCURRING ABOVE THE PLAN LEVEL (2) 2x6 DM BUILT-UP POST. FASTEN TOGETHER PER 151. "HOLDOAN SPEC." = SIMPSON HOLDOWN FASTEN TO EXISTING CONCRETE FOUNDA PER 2/51 AND PAI. I EXISTING POST WITH HOLDOWN. 5EE PLAN NOTE #3. HOLDOWN 5FEc. III411 EXISTING WOOD SHEARNS IF KE- ABOVE THE PLAN LEVEL SHOWNITY LA X/5xx NOV 2 8 2016 INDICATES SECTION GUT - SEE REFERENCED DETAIL. PERMIT CENTER Mr OA