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HomeMy WebLinkAboutPermit D18-0030 - COSTCO - FOOD COURT ALTERATIONCOSTCO -FOOD COURT 400 COSTCO DR D18-0030 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 3523049089 Permit Number: 400 COSTCO DR t � ProjectNarrie:' COSTCO - FOOD COURT, Issue Date: Permit Expires On: D18-0030 3/14/2018 9/10/2018 Owner: Name: ' COSTCO WHOLESALE CORPORATIO Address: 999 LAKE DR PROPERTY TAX DEPT 006, ISSAQUAH, WA, 98027 Contact Person: Name: BRYAN SANDQUIST Phone: (253) 341-8402 Address: 5102 20TH ST E, STE 102 , FIFE, WA, 98424 REFRIGERATION UNLIMITED INC Phone: (253) 474-3100 Contractor: Name: (CONST) Address: 5102 20TH ST E - SUITE 102 , FIFE, WA, 98424 License No: REFRIU1011KS Lender: Name: COSTCO WHOLESALE Address: 999 LAKE DR , ISSAQUAH, WA, 98027 Expiration Date: 10/20/2018 DESCRIPTION OF WORK: ALTERATION OF THE FOOD SERVICE AREA Project Valuation: $400,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $7,258.73 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: 2017 2017 2017 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: rakel�C p.3I14/18 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. '/ Signature Date: .�7 Print Name: lYR n n ° Ur 5c1— 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: 5: 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) 6: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.12.5) 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 7: Maintain fire extinguisher coverage throughout. 4: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire-extinguishing system installed in accordance with this code. (IFC 904.2.1 and IFC 904.11) Automatic fire-extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 8: All new automatic fire-extinguishing systems and all modifications to existing automatic fire-extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 9: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 10: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 11: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 12: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 16: 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) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: 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). 18: 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) 17: 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) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 23: ***BUILDING PERMIT CONDITIONS*** �1 24: 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. 25: 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. 26: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 27: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 28: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 33: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 34: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 36: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 37: 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** 0301 CONCRETE SLAB 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4027 SI -COLD -FORM WELD 4046 SI-EPDXY/EXP CONC CITY OF TUKT,A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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 Site Address: 400 Costco Drive Tenant Name: Costco Wholesale PROPERTY OWNER Name: f ya h Satvt�y 05 [I -- Name: Costco Wholesale Corporation City: `Vk_ State: WA Zip: a1en ijj Address: 999 Lake Drive / City: Issaquah State: WA Zip: 98027 CONTACT PERSON person receiving allproject communication' Name: f ya h Satvt�y 05 [I -- Address: yir7 4. z'l-K Sa- s ✓ le, /off City: `Vk_ State: WA Zip: a1en ijj Address: 5 jai Zpr"L c¢- / /07 - City: f,',(.6.,State: WA City: Seattle State: WA Zip: amyl. j Phone: 2.5 3,_3 w,. s yvZ Fax: Email: ken.wong@mg2.com Email: GENERALCONTRAC.TOR.INFORMATION Company Name:4riCry eh /P7 h.>,1 Address: yir7 4. z'l-K Sa- s ✓ le, /off City: `Vk_ State: WA Zip: a1en ijj Phone: 713:3,9_ $'vl'z— Fax: Contr Reg No.: yafr;d ` OZ IrS Exp Date: / Z// Tukwila Business License No.: H:\Applications\Forms-Applications On Line\201 1 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes E .. No ARCHITECT OF RECORD Company Name: Engineers Northwest, Inc. Company Name: MG2 Address: 9725 Third Ave NE Suite 207 Architect Name: Brian Bonar Phone: (206) 973-5401 Fax: (206) 522-6698 Address: 1101 Second Ave, Suite 100 City: Seattle State: WA Zip: 98101 Phone: (206) 962-6500 Fax: Email: ken.wong@mg2.com ENGINEER OF RECORD Company Name: Engineers Northwest, Inc. Engineer Name: Mike Pederslie Address: 9725 Third Ave NE Suite 207 City: Seattle State: WA Zip: 98115 Phone: (206) 973-5401 Fax: (206) 522-6698 Email: mikep@engineersnw.com LENDER/BOND ISSUED(rrequired for projects,$5,000 or greater per RC1gW 1;9:27 095) t< : " ., ., .., Name: 6:05 fKa (,tJG,t,Ce,1lz Address: gey+ /_j Di.- iCity: City: C 7.Dcy ds j, State: v/4 Zip: fetaz 7 Page 1 of 4 BUILDING PERMIT INFORMATI° 206-431-3670 • Valuation of Project (contractor's bid price): $ mo Describe the scope of work (please provide detailed information): Alteration of the food service area Will there be new rack storage? ❑ Yes ®.. No Existing Building Valuation: $ If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC. 1St Floor 212,266 1,441 V -B M 2nd Floor, 3rd Floor Floors thru Basement Accessory -Structure* Attached Garage Detached;Garage :- Attached Carport Detached Ca 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: 752 Will there be a change in use? 0 Yes FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers ® Automatic Fire Alarm Q No Compact: Handicap: 15 If "yes", explain: 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 1 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 CATION '206 433-017 • 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 ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided 0 .. Renton 0 .. 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 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...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 ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 0 WO # WO # WO # Private 0 Private 0 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size If FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.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 OWN Signature: ED AGENT: Print Name: Mostafa Ahanchi, A thorized Agent of Costco Mailing Address: 999 Lake Drive H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Date: 0.-6 /24/ 14 Day Telephone: (425) 313-8100 Issaquah, WA 98027 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $69.87 D18-0030 Address: 400 COSTCO DR Apn: 3523049089 $69.87 Credit Card Fee $2.04 -' Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R15302 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Friday, August 31, 2018 Paid By: DOUG SCHANEHAN Pay Method: CREDIT CARD 031473 Printed: Friday, August 31, 2018 8:44 AM 1 of 1 CAIWYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/31/2018 08:44:21 AM CREDIT CARD SALE VISA CARD NUMBER: **********4399 K TRAN AMOUNT: $69.87 APPROVAL CD: 031473 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic.convergepay.com/V irtualMerchant/transaction. do?dispatchMethod=printTra... 8/31 /2018 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/31/2018 08:44:21 AM CREDIT CARD SALE VISA CARD NUML.R: **********4399 K TRAN $69.87 APPROVAL CD: 031473 RECORD # 000 CLERK ID Rachelle Thank you! Customer Copy si Page 2 of 2 https://clas .c.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 8/31/2:'18 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID $7,258.73 D18-0030 Address: 400 COSTCO DR Apn: 3523049089 $7,258.73 Credit Card Fee $211.42 Credit Card Fee R000.369.908.00.00 0.00 $211.42 DEVELOPMENT $6,840.17 PERMIT FEE R000.322.100.00.00 0.00 $4,142.83 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,692.84 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $207.14 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R13679 0.00 $207.14 $7,258.73 Date Paid: Friday, February 02, 2018 Paid By: BRYAN SANDQUIST Pay Method: CREDIT CARD 2794813 Printed: Friday, February 02, 2018 12:04 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b!8 -ooh, Pro e L rr .OS CD1vcoaerfType)of `nsphCtion: IAA I a► CJ r i 1�h9�1- Address: goo flats-Ga4 &- si i nn4' Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: c tJ v� �vt Frv.t rArL ,� ► rt Inspector: Date: /0,2. 1� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Tis -c 3a Projects L ( OS7Cv a+rbu.1 T e of Inspection: IdItHAM-L. Bu:Mieb iwoL d`f A Address: k L Dr Date Ca{led:_ Date J)1AI a ,j, OA/ /1/C,2z-ri ► YL -€ is700 , Special Instructions: Date Wanted: c/ il 9-2:3-2-061 C a m ,,t,14 g/I/Aria-41rGG L 74 CS ?l% Requester: dnJ D.! - Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Bu:Mieb iwoL d`f A J)1AI a ,j, OA/ /1/C,2z-ri ► YL -€ is700 , Currc,)nated rWcS io1J is A/bi-/9-ppreArfag 2) ft fir deft ,,t,14 g/I/Aria-41rGG L 74 CS ?l% rri'rn; dnJ D.! - inspector %f e Date: z-Z�� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prot: jC -d —loot (ou E Type of I spection: rLo Foal Address: �o o i(bSt o 1r Date Called: Special Instructions: / Date Wanted:1 I/� vv Vii. Requester: Jan 0;14&utn Phone No: V51—.2.2-70.0 7 Approved per applicable codes. [] Corrections required prior to approval. COMMENTS: (n Iract r Datec!) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ct: Type of In ec io `AA __ s Address: `O0? C'os* 0 1_ r Date Called: Special Instructions: Date Wane ��� 1 �0 0:m! p.m. Reques r: Lan N '-f—f i ►a - Phone No: Y70D7 to' ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: rn�e�l 1 f 00104/'4,�e�ru.�-S,� da+Pun, Insp tor: Date REINSPECTION FEE REQUIRED. Prior to next insection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D� 8 -0o30 Project:/,- I Type of Inspection: F Address: • Date C lied: CJ Special Instructions: Date Wanted: 9-i'-2aile am. p.m. Requester: P'9'/J Phone No: t,►s — a--43-1-70107 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: .5190erkAeV it 1 _Se4Q,aivirel 0,/iv tS p w-rA peial‘rif6 Inspector: Date/D_ ZD4j-/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Q18 -o030 F nnType Project://��o _�*27 /off Inspection; Address. Date Called: ------ Special Instructions: Date Wanted: S -3l- 20(r a.m. ►. - Requester: Phone No: Approved per applicable codes. COMMENTS: C01-47-4 Corrections required prior to approval. si6 fZtc, dx `1v Ps�� sl 4e"/ kir (A) 1 ktz0 aLO .-----(--(-07 4erct i'141ty TAxen4101 Inspector:43 • Date: l REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. zciss INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projecta5� I Type of i spe ior1.� A/d�d��rre�esyys�� -e Date Called i�9��m 1 -C) Pre Special Instructions: Date Wan : S `2 T 2.30l2K a.m. p.m. Reque . Phone No: 2-W 7007 0Approved per applicable codes. jjLJ Corrections required prior to approval. COMMENTS: "l/‘i/✓L�vG� Inspector:2-7 (Or REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ProJ � f A v Type of Inspection( reh Ad re Inn ri&dr, ,1), -- Date Cal Ied�L�> M1),-- Special Instructions: Spe.7: 30 Ar Date WWanted: a.m. O — Z Z -z--7,/z,p.m. J ^' otetd, n c Lei vo oz.s" illezzrugeP Phone No: C- — 2-73---701-57 Approved per applicable codes. Corrections required prior to approval. tCOMMENTS: Il -ri,-~1 ,- Anot , I: ) Sk_6114- r�ec)ISJ`ddi/ J r otetd, n c Lei vo oz.s" illezzrugeP CW101/ t-✓ J 2) S houJ 1neJ Wee) fkRSfe,i'- cam- (ui ,SD ��Z-Cwow e,".Le___ 3• OK_ --to oc IL enc S i cic_GvAZ:f .-i,.i-r; r r'r ilf/Orli' r Inspector: Date: =2_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Di B'-0030 Project: Type of Inspection: Address: COS MCD -1)/Q, i Date Called: Special Instructions: GOU/QT Date Wanted: a.m. 8-17-1-j p.m. Requester: orik Phone No: 'zS- 2.75"-- 7007 Approved per applicable codes. corrections required prior to approval. COMMENTS: iltrf Altera) M Se .v ®fes gte-itR/f ► /tAPi t/4 -'- 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dt8- 0030 Proje Type of Inspection: PRA-6U COSMO DR i Date Called: Special Instructions: /530© G00,27-- Date Wanted: g -1 i,Q `-ei p.m. Requester: Phone No: `fr 5- 275— "7607 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 8169 aDate: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit q - o3 — 0030 �- 5-o5--s— ,„PERMIT NUMBERS lr�-!Of CITY OF TUKWILA FIRE DEPARTMENT /g F_, 206-575-4407 Project: ?:6447,Z raj) (64-iN f Type of Inspection: ,� .e.,./ kfr-2.---- Address: Suite #:'66 C- 0 al( Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Lf Fire Alarm: V Hood & Duct: Lf Monitor: Pre -Fire: (,% y 1.2. C(i CI -7 S ifcel-IA /iY-e.17/ ci2/S ji 5 2ec71GP75 1"Jey A?aOe. 6(4- -f-1t-J- 49p ii-c\ftr� Needs Shift Inspection: Sprinklers: Lf Fire Alarm: V Hood & Duct: Lf Monitor: Pre -Fire: Permits: Occupancy Type: /44 Inspector: 1-- e '`r- Date: /0/2. // 5 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �0 e -7f& 0 1 b Co 2`� Type of Inspection:--(tdo0 Address:4 Suite #: 0(ec- 'f)(1"--- Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: tiC I Fire Alarm: tiC5 fiiNJ C/ 1--- Sy '.; ,TZ: -/-7-7 7)-7 ( /-", T-2--7=1; 7— 6 If._ ( Pre -Fire: _t! fel "it- c - r-d 2 ( '> s 2 J f 'C.- i,'t./-" .; `i" -J U' 4ri2-1 47 4,-_, i f "Z f 7,(z.....–e---f.) a - /171- iq-k-Tr ti, AL f - eri-(4-Y moi - r r-% A/ z- 76 / 5 lz9z. 4- )-(-( 56 tfr-f. ( 6 PI. e !/ E-�- 17g &T5 f re3 —/s T7-' Needs Shift Inspection: tl t- `-, Sprinklers: tiC I Fire Alarm: tiC5 Hood & Duct: y`a Monitor: ( Pre -Fire: Permits: Occupancy Type: Inspector: fr,,,L -4, Date: -,i/."2- A /j « Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit r V -s -c?Sc- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: rCO -c , _ 1- ( y l Type of Inspection: (_,‘,,,f -,-?_--y.' Address: Suite #: t ( Ce55E1--6_ e N Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: 7 Date: 9l / /1 Fire Alarm: 7 Hood & Duct: ,. Monitor: Pre -Fire: Permits: Occupancy Type: pl,r, Inspector: 2T-244 4-4- Date: 9l / /1 (' Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 BACKFLOW ASSEMBLY TEST REPORT 6ATman Testing,, BACKFLOW ASSEMBLY TESTING AND REPAIR CUSTOMER / FACILITY NAME Costco - Food Court CONTACT / OWNER NAME WATER PURVEYOR TUKWILA PUBLIC WORKS NEW CONSTRUCTION ASSEMBLY / CUSTOMER IDS PHONE NUMBER ( ) - FAX NUMBER ( ) - PURVEYOR CONTACT NAME Todd Reedy ■Y N SERVICE ADDRESS / METER NUMBER 400 Costco Dr CUSTOMER / OWNER / CONTACT MAILING ADDRESS PURVEYOR EMAIL ADDRESS todd.reedy@tukwilawa.gov CITY / STATE Tukwila WA ZIP CODE 98188-4808 CITY / STATE ZIP CODE - CUSTOMER EMAIL ADDRESS FOR CC ihofmann@ru-inc.com ASSEMBLY MANUFACTURER WATTS MODEL LF009M3QT SERIAL NUMBER 207903 TYPE RPBA SIZE 3/4" DOWNSTREAM HAZARD TYPE or PROCESS CARBONATION LOCATION OF ASSEMBLY SE corner of food court kitchen to right of triple sink CONFINED SPACE •YES @NO INSTALLATION TYPE Replacement PREVIOUS MAKE / MODEL / SIZE / SERIAL NUMBER DETECTOR READ N/A 4 New ■ Existing • DOH / USC APPROVED 3.4 PSID ORIENTATION H CORRECT INSTALLATION ❑ WATER UNE PRESSURE 80 PSIG VALVE POSmONS PRIOR TO TESTING I1 0 YES • NO A YES ■ NO SOV#1 ►1 ON ■OFF SOV#2 @ON II OFF ►1 YES \NO ■YES INITIAL TEST RESULTS BAT CERTIFICATION B4536 TEST GAUGE MAKE Mid -West TEST AFTER REPAIRS/CLEANING RPBA CHECK VALVE #1 CLOSED TIGHT LEAKED RELIEF VALVE OPENED AT FAILED TO OPEN CHECK VALVE #2 CLOSED TIGHT LEAKED ACTUAL PRESSURE DROP,ACTUAL ACROSS CHECK VALVE #1 PASSED TEST REPAIRED BY N/A COMPANY NAME CHECK VALVE #1 CLOSED TIGHT LEAKED RELIEF VALVE OPENED AT FAILED TO OPEN CHECK VALVE #2 CLOSED TIGHT LEAKED PRESSURE DROP ACROSS CHECK VALVE #1 PASSED TEST APPROVED AIR GAP FINAL TEST BY N/A PSID i1 • • • 3.4 PSID DATE OF FINAL TEST 09/25/2018 • ❑ PSID I1 • • .9 PSID • ►1 YES \NO ■YES NI NO CLEAN / REPAIR: ■ see remarks APPROVED AIR GAP 11 YES ENO • YES 1 NO DCVA CHECK VALVE #1 CLOSED TIGHT LEAKED CHECK VALVE #2 CLOSED TIGHT LEAKED PASSED TEST PSID CHECK VALVE #1 CLOSED TIGHT LEAKED CHECK VALVE #2 CLOSED TIGHT LEAKED PASSED TEST PSID PSID • • PSID • • • YES 1 NO • YES ■ NO CLEAN / REPAIR: ■ see remarks REMARKS VALVE POSTIONS AFTER TESTING SOV#1 ►1ON •OFF SOV#2 ►BION •OFF TESTER NAME Jason A. Moe BAT CERTIFICATION B4536 TEST GAUGE MAKE Mid -West GAUGE MODEL 845-5 TEST GAUGE SERIAL NUMBER 03051790 GAUGE CALIBRATION DATE 01/03/2018 REPAIRED BY N/A COMPANY NAME PHONE NUMBER ( ) - FINAL TEST BY N/A BAT CERTIFICATION TEST GAUGE MAKE GAUGE MODEL COMPANY NAME BATman Testing PHONE NUMBER (206) 228-1618 SIGNATURE _ DATE OF FINAL TEST 09/25/2018 (I HEREBY CERTIFY THAT I PERSONALLY INSPECTED AND FIELD-TESTED THE ABOVE BACKFLOW ASSEMBLY USING WAC 246-290490 APPROVED, USC 10"' Edition TEST PROCEDURES AND USED DIFFERENTIAL PRESSURE TEST EQUIPMENT MEETING WAC 246-292-034 REQUIREMENTS FOR THE ABOVE TEST RESULTS WHICH ARE TRUE, COMPLETE, AND ACCURATE) City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director rrir�' Structural Design and Inspection Information RECEIVED CITY OF TUKWILA FEB 0 2 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2018 City of Tukwila BUILDING DIVISION *Complete the Special Inspection and testing Schedule on pages 7 - 9. Note: The Special Inspector Qualification Form on page 7 must be completed for each Special Inspector for your project. **Please note that permit(s) will not be issued until the Structural Design and Inspection Information is completed. All appropriate forms must be completed and wet signed before City of Tukwila Building Division staff can approve them. 1)1%' 0030 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov �/I City of Tukwila Building Division Building Permit Number: Structural Design and Inspection Information The following information packet was compiled to assist the designer, contractor, and owner to better understand the code requirements related to the structural design and inspection of non -conventional construction. The designer should use this booklet during the submittal process to organize the inspection team and develop a schedule to assist the contractor/builder. Index Structural Observation Agreement Special Inspection and Testing Agreement Special Inspector Qualification Form Special Inspection and Testing Schedule Appendix A Special Inspection Forms Schedules and Agreements Appendix B Required Special Inspections 2 City of Tukwila Building Division Building Permit Number: Structural Observation Agreement The owner shall employ Kleinfelder , Design Professional of Record, who agrees to provide services as described below for the project located at 400 Costco Drive for permit number Structural observation is defined as the visual observation of the structural system beginning at the foundation stage and continuing through the framing stage. This includes, but is not limited to, the elements and connections at significant stages. A written statement by the Design Professional of Record shall be submitted to the building official prior to each inspection required under Section 110 of the International Building Code (I.B.C.) and the Tukwila Building Division (Building Division). The statement shall indicate that each completed stage is in general conformance with the structural requirements of the building code and the approved plan(s) and specifications. Structural observation does not include or waive the responsibility for the inspections required by Chapter 1 of the I.B.C., the Building Division, or for special inspection as required by Chapter 17 of the I.B.C. Owners Signature Engineers Signature and Seal Mostafa Ahanchl, Costco Authorized Agent k /).4ta Date 08/24/2017 Date 3 January 2018 Re: Authorized Agent of Costco Wholesale To Whom It May Concern: This letter hereby authorizes Mostafa Ahanchi to act on behalf of the Construction Department of Costco Wholesale as Authorized Agent in regard to any Costco construction project in North America. He is authorized to sign all jurisdictional, service and utility related documents having to do with any Costco building or site under construction. Should you need any further information, please contact me at 425.313.8100. Sincerely, ce President of Construction 999 Lake Drive • Issaquah, WA 98027 • 425/313-8100 • www.costco.com City of Tukwila Building Division Building Permit Number: Special Inspection and Testing Agreement Project Name: Food Service Alteration - Costco Wholesale Project Address: 400 Costco Drive BEFORE A PERMIT CAN BE ISSUED: The owner, engineer, or architect of record acting as the owner's agent, shall complete two (2) copies of this agreement, the Special Inspections Qualification Form and the attached Structural Tests and Inspections Schedule, including the required acknowledgments. A pre -construction conference with the parties involved may be required to review the special inspection requirements and procedures. APPROVAL OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building Division, prior to performing any duties. Each special inspector shall complete the enclosed Special Inspector Qualification Form and submit his/her qualification to the Building Division and is subject to a personal interview for pre -qualification. Special inspectors shall display approved identification as stipulated by the Building Division, when performing the function of a special inspector. Special inspection and testing shall meet the minimum requirements of I.B.C. Section 1704.2.1. The following conditions are also applicable: A. Duties and Responsibilities of the Project Owner: 1. Funding: The project owner, the engineer, or architect of record, acting as the owner's agent is responsible for funding special inspection services (See I.B.C., Section 1704.2) 2. Employment: The project owner/agent hereby, agrees that he/she shall not terminate his/her contract for special inspection services; with the below named firm until he/she has obtained the services of another inspection firm and submitted a new Special Inspection Agreement Form for approval and accepted by the building official. B. Contractor Responsibilities: 1. Notify the Special Inspector: The contractor is responsible for notifying the special inspector or agency regarding individual inspections for items listed on the attached schedule and as noted on the Building Division approved (stamped) plan(s). Adequate notice shall be provided so that the special inspector has time to become familiar with the project. 2. Provide Access to Approved Plan(s): The contractor is responsible for providing the special inspector access to the approved (stamped) plan(s) as the job -site. 3. Retain Special Inspection Records: The contractor is also responsible for retaining at the job - site all special inspection records submitted by the special inspector and providing these records for review by the Building Division's approved (stamped) plan(s) for additional inspections or testing requirements that may be noted. 4. Samples: Only the special inspection agency or materials engineering laboratory shall be permitted to take laboratory samples and transport them to the facility. 4 City of Tukwila Building Division Building Permit Number: C. Duties and Responsibilities of the Special Inspector: 1. Observe Work: The special inspector shall observe the work for conformance with the Building Division approved (stamped) design drawings and specifications and applicable workmanship provisions of the I.B.C. 2. Report Nonconforming Items: The special inspector shall bring nonconforming items to the immediate attention of the contractor and note all such items in the daily report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the special inspector shall immediately notify the building official by telephone or in person, notify the engineer or architect, and post a discrepancy notice. 3. Furnish Daily Reports: On request each special inspector shall complete and sign both the Special Inspection Record and the Daily Report Form for each day's inspections to remain at the job -site with the contractor for review by the Building Division's inspector. 4. Furnish Weekly Reports: The special inspector or inspection agency shall furnish weekly reports of tests and inspections directly to the building official, project engineer, architect, and other as designated. These reports must include the following: a. Description of daily inspections and tests made with applicable locations; b. Listing of all nonconforming items; c. Report on how nonconforming items were resolved or unresolved as applicable; and d. Itemized changes authorized by the architect, engineer, and building department if not included in the conformance items. 5. Furnish Final Report: The special inspector or inspection agency shall submittal a final report the building official stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of his/her knowledge, in conformance with the approved (stamped) design drawings, specifications, approved change orders and the applicable workmanship provisions of the I.B.C. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e. missed inspections, periodic inspections when continuous was required, etc.) should be specifically itemized in this report. D. Building Division Responsibilities: 1. Approved Special Inspectors/Inspections: The building official shall approve all special inspectors and special inspection requirements. 2. Monitor Special Inspectors/Inspection: Work requiring special inspection and the performance of special inspectors, shall by monitored by the Building Division's inspector. His/her approval must be obtained prior to placement of concrete or other similar activities in addition to that of the special inspector. 3. Issue Certificate of Occupancy: The building official will only issue a certificate of occupancy after all special inspection reports and the final report have been submitted and approved. 5 City of Tukwila Building Division Building Permit Number: ACKNOWLEDGMENTS I have read and agre tq comply with the terms and conditions of this agreement. Owner:c,S( -, Contractor: Special Inspector/Inspection Agenc Project Engineer/Architect: ACCEPTED FOR THE BUILDING DEPARTMENT Date: Date: Date: Date: ‘ /J7i. is ////fr By: Date: 6 City of Tukwila Building Division Building Permit Number: Special Inspector Qualification Form Each special inspector making inspections for any inspecting/testing agency shall complete this form and enclose a work experience resume for the past five (5) years. Inspector Information: Name: Teajalam Gounden Address: 14710 NE 87th Street, Suite 100 City, State, Zip: Redmond, WA 98052 Office Phone: 425-636-7900 Cell Phone: 425-591-8073 Inspection Classification: Special Inspector Current ICC and/or WABO Number(s): S101361 Project Name: Food Service Alteration - Costco Wholesale Project Address: 400 Costco Drive Expiration Date: 07/01/2018 STATEMENT OF UNDERSTANDING j� Teajalam Gounden Kleinfelder hereby affirm that I have been employed by: (Agency/Firm) 14710 NE 87th Street, Suite 100, Redmond, WA 98052 (Address) To perform special inspection at above stated project and that I am aware that in performing this inspection, I am acting as an agent for the City of Tukwila and I am responsible to the building official. I am aware that my duties include compliance with the approved plan(s), specifications, the I.B.C. and recognized construction practices, which do not conflict with any of the aforementioned documents. I will submit written reports to the building official as required. derr Signature: Date: 08/24/2017 7 City of Tukwila Building Division Building Permit Number: Special Inspector Qualification Form Each special inspector making inspections for any inspecting/testing agency shall complete this form and enclose a work experience resume for the past five (5) years. Inspector Information: Name: C. Paul Olsen Address: 14710 NE 87th Street, Suite 100 City, State, Zip: Redmond, WA 98052 Office Phone: 425-636-7900 Inspection Classification: Special Inspector Cell Phone: 541-610-2395 Current ICC and/or WABO Number(s): SI01851 Project Name: Food Service Alteration - Costco Wholesale Project Address: 400 Costco Drive Expiration Date: 07/01/2018 STATEMENT OF UNDERSTANDING L C. Paul Olsen Kleinfelder hereby affirm that I have been employed by: (Agency/Firm) 14710 NE 87th Street, Suite 100, Redmond, WA 98052 (Address) To perform special inspection at above stated project and that I am aware that in performing this inspection, I am acting as an agent for the City of Tukwila and I am responsible to the building official. I am aware that my duties include compliance with the approved plan(s), specifications, the I.B.C. and recognized construction practices, which do not conflict with any of the aforementioned documents. I will submit written reports to the building official as required. Signature: Date: 08/24/2017 7 City of Tukwila Building Division Building Permit Number: Special Inspection and Testing Schedule Testing/Inspection Agency/Special Inspector: Kleinfelder Project Name: Food Service Alteration - Costco Wholesale Project Address: 400 Costco Drive REINFORCED CONCRETE, GUNITE, GROUT & MORTAR: Concrete Gunite Grout Mortar PRECAST / PRESTRESSED CONCRETE: Concrete Gunite Grout Mortar Aggregate Tests Reinforcing Tests Mix Designs Reinforcing Placements Batch Plant Inspection Inspect Placing Cast Samples Pick-up Samples Compression Tests PRECAST / PRESTRESSED CONCRETE: Concrete Gunite Grout Mortar 8 Aggregate Tests Reinforcing Tests Tendon Tests Mix Designs Reinforcing Placements Insert Placement Concrete Batching Concrete Placement Installation Inspection Cast Samples Pick-up Samples Compression Tests 8 City of Tukwila Building Division STRUCTURAL STEEL / WELDING: Sample & Test (list specific members below) Shop Material Identification X Welding Inspection [ ] Shop [ ] Field Ultrasonic Inspection [ ] Shop [ ] Field High -Strength Bolting Inspection [ ] Shop [ ] Field [ ]A325 [ ]A490 [ ]N [ ]X [ ]F Metal Deck Welding Inspection Reinforcing Steel Welding X Metal Stud Welding Inspection Concrete Insert Welding Inspection MASONRY: Special Inspection Stresses Used Preliminary Acceptance Tents (Masonry Units, Wall Prisms) Subsequent Tests (Mortar, Grout, Field wall Prisms) Placement Inspection of Units Building Permit Number: FIREPROOFING: Placement Inspections Density Tests Thickness Tests Inspection Batching INSULATING CONCRETE: Sample & Test Placement Inspections Unit Weights FILL MATERIAL Acceptance Tests Placement Inspections Field Density STRUCTURAL WOOD: Shear Wall Nailing Inspection Inspection of Glu -lam Fab. Inspection of Truss Joist Fab. Sample and Test Components List all other additional of required inspections, conditions, tests, or special inspections here: Cold -Formed Steel Framing and Proprietary Anchor Inspections Form completed by: Teajalam Gounden Telephone No: 425-591-8073 Title: WABO Technical Director Date: 08/24/2017 9 City of Tukwila Building Division Building Permit Number: APPENDIX A Special Inspection Forms, Schedules, and Agreements Special Inspectors Daily Report Special Inspection Weekly Report Discrepancy Notice Final Special Inspection Report 10 City of Tukwila Building Division Building Permit Number: Special Inspection and Daily Report Project Name: Project Address: Inspection Type(s)/Coverage: [ ] Continuous [ ] Periodic Time Beginning Inspection: Time Ending Inspection: Describe Inspections Made, Including Locations: List Test Made: List Items Requiring Correction, Corrections of Previously Listed Items and Previously Listed Uncorrected Items: List Changes to Approved Plan(s) Authorized by the Building Official and Architect or Engineer: Comments: To the best of my knowledge, the work I inspected was in accordance with the Building Division approved design drawings, specifications, and applicable workmanship provisions of the I.B.C. except as noted above. Signed: Date: Print Full Name: I.D. Number: (This report to remain at job -site with the contractor for review by the Building Division's inspector upon request.) 11 City of Tukwila Building Division Building Permit Number: Special Inspection Weekly Report Project Name: Project Address: Inspection Type(s)/Coverage: [ ] Continuous [ ] Periodic Describe Inspections Made, Including Locations: List Test Made: Total Inspection Time Each Day: Date Hours List Items Requiring Correction, Corrections of Previously Listed Items and Previously Listed Uncorrected Items: List Changes to Approved Plan(s) Authorized by the Building Official and Architect or Engineer: Comments: To the best of my knowledge, the work I inspected was in accordance with the Building Division approved design drawings, specifications, and applicable workmanship provisions of the I.B.C. except as noted above. Signed: Date: Print Full Name: I.D. Number: cc: Building Division Engineer/Architect (This form to be distributed weekly when required by the Building division and/or engineer/architect.) 12 City of Tukwila Building Division Building Permit Number: Discrepancy Notice Project Name: Project Address: Area Inspected: Type of Inspection: Special Inspector: Laboratory: Notice Delivered to: [ 1 Contractor Date/Time: [ 1 Engineer/Architect Date/Time: [ 1 Building Division Date/Time: Make the following corrections and secure inspection approval prior to proceeding with this phase of the work: Contractor's Response: [ 1 Repair or Replace in Accordance with Approved (stamped) Plan(s) and Specifications [ 1 Modification Evaluation Signed: Date: COMPLETED AND APPROVED CONTRACTOR: DATE: INSPECTOR: DATE: DO NOT REMOVE THIS NOTICE Contact the City of Tukwila Building Division inspector upon issuance/posting at 206-431-3670 Post Adjacent to Building Permit Inspection Record Card FINAL SPECIAL INSPECTION REPORT 13 City of Tukwila Building Division Building Permit Number: To: City of Tukwila Department of Community Development Building Division 6300 Southcenter Blvd, Ste 100 Tukwila, WA 98188 206-431-3670 Attention: Jerry E. Hight, Building Official Re: Final Project Report Project Name: Project Address: To Whom It May Concern: This is to certify that I performed special inspection on the following portions of the work at the above address, which required continuous inspection and which I was employed to inspect: Based upon my personal observation and written reports of this work, it is my judgment that the inspected work was performed, to the beset of my knowledge, in accordance with the approved (stamped) plan(s), specifications, and the applicable workmanship provisions of the International Building Code. Special Inspector's Signature: Print Full Name: Date: Registered Professional Signature*: *(Affix professional wet seal) cc: Client/Owner Architect/Engineer 14 NV1ENGINEERS STRUCTURAL Engineers Northwest Inc., P.S. COSTCO WHOLESALE (#006) 400 Costco Drive Tukwila, WA 98188 STRUCTURAL CALCULATIONS FOR FOOD SERVICE REMODEL 2015 International Building Code January 29, 2018 a, OM ENW Project No. 87022033 .• RECEIVED CITY OF TUKWILA FEB 0 2 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01. 2018 City of Tukwila BUILDING ' VISION • 9725 Third Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.engineersnw.com Design Maps Summary Report Page 1 of 2 usGs Design Maps Summary Report User -Specified Input Report Title Costco - Tukwila, WA Fri August 4, 2017 16:04:4 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data avatltable in 2008) Site Coordinates 47.44538°N, 122.24863°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 1.433 g Si = 0.534 g SMS = 1.433 g SM: = 0.801 g Sp. = 0.956 g Sol = 0.534 g For information on how the SS and SI. values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. L4U° •e2us i yec Stsr-rztr.'ti Jtssi•i ftav:;ahlc a'zuti.:urn https://earthquake.usgs.gov/cn 1 /designmaps/us/summary.php?template=minimal&latitude=... 8/4/2017 ENGINEERS-NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 * * * * * Property of Engineers Northwest, Inc., P.S.- Use by others unlawful * * * * * ASCE 7-10 Seismic Loads per ASCE 7-10- Chapter 12 Seismic Design Requirements for Building Structures Input Cells = Project Number: 87022033 Project Name: Costco Food Service Remodel Location: Tukwila, WA Design By: 2015 IBC Section 1613 / ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure All references below are to ASCE 7-10 (U.N.O.) Input Basic Seismic Force Resisting System = A18, Light -frame (cold -formed steel) wall systems using flat strap bracing Basic Seismic Force Resisting System = BWS = Bearing Wall Systems Is diaphragm considered flexible? = YES SHEET OF Structural height, h„ = 12 ft Ss = 11433 spectral response acceleration ata period of 0.2s for Site Class B S1= 0.534 spectral response acceleration at a period of 1.0s for Site Class B T� = 12 Long -period transition period Site Class (soil) = Risk Category = Table 1.5-1 Top of wall elevation (parapet) = ft Elev. of top of wall lateral support (max.) = ft (roof high point- minimum parapet) Elev. of top of wall lateral support (min.) = ft (roof low point- maximum parapet) Regular structures 5 stories ? = Section 12.8.1.3 I I 12 12 12 YES Output Site Coefficient, F. = 1 Table 11-4.1 Site Coefficient, F„ = 1.5 Table 11-4.2 SMs = 1.433 Eqn 11.4-1 SMI = 0.801 Eqn 11.4-2 SDs = 0.955 Eqn 11.4-3 S01 = 0.534 Eqn 11.4-4 Seismic Design Category (SDC) = D Section 11.6 & Tables 11.6-1 & 11.6-2 To = 0.112 Section 11.4.5, 0.2Sd1/Sds Ts = 0.559 Section 11.4.5, Sd1/Sds C� = 0.02 Table 12.8-2 Period, T = 0.129 sec, Section 12.8.2.1 (Eqn 12.8-7) S. = 0.955 Section 11.4.5 (Eqns 11.4-5, 11.4-6, 11.4-7) Response Modification Coefficient, R = 4 Table 12.2-1 System Overstrength Factor, Do = 2 Table 12.2-1 Deflection Amplification Factor, Cd = 3.5 Table 12.2-1 Importance Factor, le = 1 Table 1.5-2, by Risk Category Detailing Reference Section = 14.1 Cs = 0.239 Section 12.8.1.1, Eqn 12.8-2 Cs max = 1.035 Section 12.8.1.1, Eqns 12.8-3 & 12.8-4 Cs min = 0,042 Section 12.8.1.1, Eqns 12.8-5 & 12.8-6 Cs use = 0.239 Section 12.8.1.1, Eqns 12.8-2 - 12.8-6 V„ = 0.239 *W (LRFD) Section 12.8.1, Eqn 12.8-1 V = 0.167 *W (ASD) E = 0.191 * D = +1- Sos D (Eqn 12.4-4) - May be zero for proportioning foundations. Copy ofASCE7-10 Seismic Loads EO ENGINEERS-NORTHWEST,INC. P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 COSTCO - Food Service w/ X -Braced Walls Medium Seismic Cs = 0.167 CODE = 2015 IBC V = 0.167 W (ASD) IBC Section 2211 CID = 2.0 P= ASD V=0.167 W I 1.3 Direction #1 w wt.1 = 10*(25) + 7*((12/2)+6) = 334 pif Direction #2 w wt.2 = 10*(30) + 7*((12/2)+6) = 384 pif W eq•1 = 0.167*334 = 55.8 plf w eq.2 = 0.167"384 = 64.2 pif SHEET FS-2OF Cs (USD) = 0.239 Cs (ASD) = 0.167 E V = 1.68 kips 1.61 kips E V = #8 screws Required # of screws @ 16ga. Diagonal strap to 16ga. Plate = 14 Required # of screws @ 16ga. Plate to 20ga. end studs = 16 Required # of screws @ 16ga. Plate to 16ga. Top Track = 10 Required # of screws @ 16ga. Plate to 16ga. Bot.Track = 10 Wall Wall Self DL x 0.6 Perp.Wall DL x 0.6 Wall Brace L V top Wall self -wt. V wall wt. E V E v Diagonal Strap Tension # screws 1 2 12.00 ft. 0.805 k 2.37 k 0.40 k 1.30 k 0.109 kif 1.79 kips 14 3 12.00 ft. 0.805 k 2.37 k 0.40 k 1.30 k 0.109 klf 1.79 kips 14 4 12.00 ft. 0.840 k 1.98 k 0.33 k 1.31 k 0.109 klf 1.80 kips 14 12.00 ft. 0.840 k _ 1.98 k 0.33 k 1.31 k 0.109 kif 1.80 kips 14 #8 screws Required # of screws @ 16ga. Diagonal strap to 16ga. Plate = 14 Required # of screws @ 16ga. Plate to 20ga. end studs = 16 Required # of screws @ 16ga. Plate to 16ga. Top Track = 10 Required # of screws @ 16ga. Plate to 16ga. Bot.Track = 10 Wall Wall Self DL x 0.6 Perp.Wall DL x 0.6 Sum Walls DL x 0.6 Net uplift 1 0.26 kips 0.51 kips 0.77 kips 0.47 kips 2 0.26 kips 0.51 kips 0.77 kips 0.47 kips 3 0.26 kips 0.51 kips 0.77 kips 0.47 kips 4 0.26 kips 0.51 kips 0.77 kips 0.47 kips Max. uplift = 0.467 kips controlling gage 16 ga 20 ga 16 ga 16 ga Area of 6 in.slab to resist the net uplift @ holdowns = (0.468/( 0.6*0.075))^0.5= 3.23 ft. square - O.K.by inspection w/ slab reinf slab Mu = 1.4*0.075*(1.62)^2/2 = 0.138 k-ft/ft. b= 12",t= 6" fb = 0.138*6/(6)2 = 0.023 ksi @ 2 ksi concrete (4 ksi specified) rpfr = 0.9 (7.5 ( 2000 )A0.5)/1000 = 0.302 ksi 0.302 > 0.023 O.K. For Holdown try ( Simpson S/LTT20 w/ 1.2 k capacity) > 0.467 k O.K. Try 0.5" DIA Simpson Titen HD Screw Anchor embedded 3.25" into a 0.5" DIA hole per ICC Report # ESR -2713 @ Concrete fc = 4 ksi & 3.25" embedment, rgNn = 0.772 k > 0.613 k OK Diagonal Straps needs to be a minimum of 16 gage and 2.25 inches wide Diaphragm Chord T = C = 0.289 kips 3 screws required in chord connection X -Braced Walls (2) Gross u 1.232 k 1.232 k 1.234 k 1.234 k screw values 0.268 k 0.164 k 0.268 k 0.268 k 8/25/2017 Copy of Cs Food Service (Mar 2017) ENGINEERS -NORTHWEST, INC. P. S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 COSTCO - Food Service w/ X -Braced Walls CODE = 2015 IBC Medium Seismic Cs = 0.167 V=0.167 W 30'-0" r 8x1-5/8x16Ga. @ 16 in.o/c (typ.) X -Braced Walls PLAN �` Direction #2 Direction #1 Lateral Directions Header #1 T.O. Framing EL.12'-0" Joist LL Joist DL Wall DL Wall DL SHEET FS - 1 OF Cs (USD) = 0.239 Cs (ASD) = 0.167 (for maintenance only) wi GWB Ceiling 8 in. joists @ 16 in. o/c GWB Ceiling Misc. Total w/ sheathing each side 5/8" GWB each side of wall 3-5/8 in Studs @ 24 in. o/c Misc. Total w/ sheathing one side 5/8" GWB one side of wall 3-5/8 in Studs @ 24 in, o/c Misc. Total Notes: - O = wall numbering system - Full height walls to underside of warehouse joists at walls 2 and 3 = 10.0 psf = 1.8 psf = 2.8 psf = 5.4 psf = 10.0 psf = 5.6 psf = 0.7 psf = 0.7 psf _7ppsf = 2.8 psf = 0.5 psf = 0.7 psf = 4.0 psf 8/25/2017 Copy of Cs Food Service (Mar 2017) ( _ ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET OF • izZ061K • (,(UPLA BY — e001s ..,..- _ : : • : i . .=. t9 IC,p') . . , zo ';• • 1 I.. jr. ! 3 I ! . . . . . . . .. . . . . . 3 ; 7 ; . . , . . . 3 • F 4 3 .. 4 L • go e i 133 .7 Project Name: Tukwila Food Service Model: C12 Meader Code: 2012 NASPEC [AISI S100-2012] Page 1 of 2 Date: 08/25/2017 Simpson Strong -Tie@ CFS DesignerTM 2.0.3.0 1 P3 Pr Pz 1 ! ! 20.00 11.111111111111.11111.1111111111111111111 i sat R1 R2 Point Loads Load(Ib) X -Dist. (ft) X P1 P2 188 188 22.50 29.50 Sloped/Partial Loads 30.00 P3 1220 18.67 Case X1 ft W(X1) Ib/ft X2 ft W(X2) tb/ft 1 0.00 40.0 18.67 40.0 2 18.67 80.0 30.00 80.0 Section : (2) 1200S200-97 Back -To -Back C Stud Maxo = 23252.2 Ft -Lb Moment of Intertia, I = 60.35 inA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Span 17482.0 0.752 17482.0 60.0 21860.2 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ lb-in/in in Ft -Lb Ma -d Span 0.00 360.0 21144.2 0.827 Combined Bending and Web Crippling Reaction or Load Pt Load P(Ib) R1 R2 P1 P2 P3 1496.5 2352.7 188.0 188.0 1220.0 Bearing (in) 1.00 1.00 1.50 1.50 1.50 Pa (Ib) 7961.2 5128.0 11809.8 5359.2 11809.8 Pn (ib) 15922.4 10256.1 19486.1 10718.4 19486.1 Mmax (Ft -Lb) 0.0 4.5 13515.5 1180.7 17478.2 Mpos/ Ma(Brc) (in) 0.800 1.002 Fy = 50.0 ksi Va =16294.0 Ib Deflection Intr. Value 0.08 0.20 0.36 0.05 0.51 Ratio U359 Stiffeners Required? NO NO NO NO NO SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: Tukwila Food Service Model: C12 Header Code: 2012 NASPEC [AISI S100-2012] Page 2 of 2 Date: 08/25/2017 Simpson Strong -Tie@ CFS DesignerT" 2.0.3.0 Combined Bending and Shear Reaction or Vmax Mmax Pt Load (Ib) (Ft -Lb) 0.0 4.5 13515.5 1180.7 17478.2 R1 1496.5 R2 2353.1 P1 1418.1 P2 2305.1 P3 846.1 Within Span (unstiffened) Span Span Unpunched Location, X (ft) 18.69 M(X) (Ft -Lb) 17465.0 Va Factor 1.00 1.00 1.00 1.00 1.00 VNa 0.09 0.14 0.09 0.14 0.05 V(X) (Ib) Intr. -846.1 0.57 M/Ma 0.00 0.00 0.58 0.05 0.75 V+M Intr. 0.09 0.14 0.59 0.15 0.75 Punched Location, X M(X) V(X) (ft) (Ft -Lb) (Ib) 18.69 17465.0 -846.1 Intr. 0.57 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: Tukwila Food Service Model: Typ Joist Code: 2012 NASPEC [AISI S100-2012) Page 1 of 1 Date: 08/25/2017 Simpson Strong -Tie® CFS Designers" 2.0.3.0 80.00 R1 R2 30.00 Section : (2) 1200S200-97 Back -To -Back C Stud Fy = 50.0 ksi Maxo = 23252.2 Ft -Lb Moment of Intertia, I = 60,35 inA4 Va =16294.0 Ib Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 9000.0 0.387 9000.0 60.0 21787.2 0.413 0.573 L/628 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ Ib-in/in in Ft -Lb Ma -d Span 0.00 360.0 21144.2 0.426 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Required? R1 1200.0 1.00 7961.2 15922.4 0.0 0.07 NO R2 1200,0 1.00 7961.2 15922.4 0.0 0.07 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + M Pt Load (Ib) (Ft -Lb) Factor V/Va M/Ma Intr. R1 1200.0 0.0 1.00 0.07 0.00 0.07 R2 1200.0 0.0 1.00 0.07 0.00 0.07 SIMPSON STRONG•TIE COMPANY INC. www.strongtie.com ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY : 0 1;40( : : 7 . . i . . . . . . . . : fi= S..i. 1.$5. (N 11 \I vuL - cor.0..Pi (E) -5- • ; . - ^a I L471-51'8 , : . - . ; Wood Beam Description : (E) Pullin - GLB 51/8 x 24 CODE REFERENCES Calculations per Load Combination Set : ASCE 7-10 Material Properties File =C PROGRA-21ENERCA-1 ENERC ALC, INC 1983-2017, 8u k110.17.7.24, Ver.10.17,7 24 Licensee : en Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : DF/DF : 24F - V4 Fb + Fb - Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling b D(0.096) L(0.2) 2400 psi 1850 psi 1650 psi 650 psi 265 psi 1100 psi L(0;061) E Modulus of Elasticity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1800 ksi 950 ksi 1600 ksi 850 ksi 31.2 pcf b 5,125x24 Span = 42.50 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0960, L = 0.20 , Tributary Width = 1.0 ft, (Roof Loads) Point Load : L = 0.0810 k na, 28.0 ft, (HVAC) DESIGN SUMMARY _ r Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection I Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.858 1 5.125x24 1,791,12psi 2,086.85 psi +D+L+H 21.405ft Span # 1 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.408 in Ratio = 0.000 in Ratio = 2.260 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Max Stress Ratios Span # M V C d C FN C i Cr Load Combination Segment Length +D+H Length = 42.50 ft +D+L+H Length = 42.50 ft +D+Lr+H Length = 42.50 ft +D+S+H Length = 42.50 ft +D+0.750Lr+0.750L+H Length = 42.50 ft 362 >=360 0 <360 225 >=180 0 <180 Desi . n OK 0.290: 1 5.125x24 76.94 psi 265.00 psi +D+L+H 40.639 ft Span #1 Cm C t CL Moment Values M fb 1 0.360 0.122 0.90 1 0.858 0.290 1.00 1 0.259 0.088 1.25 1 0.281 0.095 1.15 1 0.580 0.196 1.25 0.870 0.870 0.870 0.870 0.870 0.870 0.870 0.870 0.870 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 27.69 73.44 27.69 27.69 62.00 Shear Values F'b V fv FY 675.42 1,791.12 675.42 675.42 1,512.19 0.00 1878.17 0.00 2086.85 0.00 2608.56 0.00 2399.88 0.00 2608.56 0.00 2.38 0.00 6.31 0.00 2.38 0.00 2.38 0.00 5.33 0.00 29.00 0.00 76.94 0.00 29.00 0.00 29.00 0.00 64.96 0.00 238.50 0.00 265.00 0.00 331.25 0.00 304.75 0.00 331.25 Wood Beam File = C 1PRDGRA-21ENERCA-t ENERCALC, INC, 1983-2017, BuiId:10,17. ,24, Ver.10177 24 ee : engineers northwest Description : (E) Purlin - GLB 5118 x 24 Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr Cm C1 CL Moment Values Shear Values M tb F'b V fv F'v +0+0,750L+0.750S+H 0.870 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 42.50 ft 1 0.630 0.213 1.15 0.870 1.00 1.00 1.00 1.00 1.00 62.00 1,512.19 2399.88 5.33 64.96 304.75 +0+0.60W+H 0.870 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 42.50 ft 1 0.202 0.068 1.60 0.870 1.00 1.00 1.00 1.00 1.00 27.69 675.42 3338.96 2.38 29.00 424.00 +D+0.70E+H 0.870 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 42.50 ft 1 0.202 0.068 1.60 0.870 1.00 1.00 1.00 1.00 1.00 27.69 675.42 3338.96 2.38 29.00 424.00 +D+0,750Lr+0.750L+0.450W+H 0.870 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 42.50 ft 1 0.453 0.153 1.60 0.870 1.00 1.00 1.00 1.00 1.00 62.00 1,512.19 3338.96 5.33 64.96 424.00 +0+0.750L+0.750S+0.450W4l 0.870 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =42.50 ft 1 0.453 0.153 1.60 0.870 1.00 1.00 1.00 1.00 1.00 62.00 1,512.19 3338.96 5.33 64.96 424.00 +0+0.750L+0.750S+0.5250E+1-1 0.870 1.00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 42.50 ft 1 0.453 0.153 1.60 0.870 1.00 1.00 1.00 1.00 1.00 62.00 1,512.19 3338.96 5.33 64.96 424.00 +0.600+0,60W+0.60H 0.870 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 42,50 ft 1 0.121 0.041 1.60 0.870 1.00 1.00 1.00 1.00 1.00 16.62 405.25 3338.96 1.43 17.40 424.00 +0.60D+0.70E+0.60H 0.870 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 42.50 ft 1 0.121 0.041 1.60 0.870 1.00 1.00 1.00 1.00 1.00 16.62 405.25 3338.96 1.43 17.40 424.00 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H 1 2.2600 21.405 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+11 +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.7505+0.450W4I +D+0.750L+0.7506+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 6.884 6.910 1.564 1.564 2.606 2.606 6.884 6.910 2.606 2.606 2.606 2.606 5.815 5.834 5.815 5.834 2.606 2.606 2.606 2.606 5.815 5.834 5.815 5.834 5.815 5.834 1.564 1.564 1.564 1.564 2.606 2.606 4.278 4.303 ENGINEERS NORTHWEST, INC., P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA 98115 * * * * * Property of Engineers Northwest, Inc., P.S.- ASCE 7-10 Wind Loads per ASCE 7-10- Chapter29 OtherStructures Input Cells = Project Number: 87022033 Project Name: OU -17 Use by others unlawful * * * * * SHEET OF ruc ures and Building Appurtenances- Rooftop Equipment Location: C. Tukwila, WA Design By: MP Program Limitations: 1. Mean roof height h less than or equal to 60 ft. BUILDING, SITE, AND MECHANICAL UNIT INFORMATION INPUT 500 ft (perpendicular to wind) 427.25 ft (parallel to wind) 24.5 ft ft = 1.19 degrees mi/hr = 85 mi/hr Building width, B = Building length, L = Building eave height, he = Building ridge height, h, = 29.5 Roof slope, s = 0.25 in./ft. Risk Category = 11 Wind velocity, V = 110 Exposure = C Topographic factor, KZ, = 1 Wind directionality factor, Kd = 0.85 M/U width = 3.22 M/U depth = 1.4 M/U height = 2.59 3.22 ft 1 Mean roof height, h = Pressure exposure coeff, K,, = Velocity pressure, q,, _ (GC,)lateral = Horizontal wind pressure, ph = Horizontal wind force, Fh = (GCr)uplift = M/U 24.5 ft 500 ft ft (perpendicular to wind) ft (parallel to wind) ft 12.59ft \ Ground level OUTPUT 24.5 ft 0.94 24.75 psf 1.9 47 psf (LRFD) 392.2 Ib (LRFD) 1.5 Vertical uplift wind pressure, p„ = 37.1 psf (LRFD) Vertical uplift wind force, F„ = 167.4 Ib (LRFD) NOTE: To convert to ASD multiply by 0.6 ASCE7-10 Wind Loads Low Rise Mech Unit ASCE 7-10 Seismic Loads per ASCE 7-10- Chapter 13 Seismic Design Requirements for Nonstructural Components Input Cells = Project Number: 87022033 1 Project Name: OU -17 Location: C. Tukwila, WA Design By: MP 1 ASCE 7-10 Section 13.3 Seismic Demands on Nonstructural Components All references below are to ASCE 7-10 (U.N.O.) In.ut ENGINEERS NORTHWEST, INC., P.S. SHEET OF 9725 THIRD AVENUE NE (SUITE 207) SEATTLE, WA 98115 ** * * Properly of Engineers Northwest, Inc., P.S.- Use by others unlawful "' * *' Mechanical and Electrical Component = Table 13.6-1 Category = �= Si = Site Class (soil) = Risk Category = Average roof height of structure, h = Height in structure of point of attachment of component with respect to base, z = Component importance factor, iv = Operating weight of mechanical unit, Wp = Ai side HVAC, ans, air handlers, air conditioning units, cabinet heaters, air distribution boxes, and other mechanica Mechanical and Electrical Components j 1.433 0.534 D II 27 27 1.0 161 Table 1.5-1 ft ft Sect 13.1.3 Ib. Output Site Coefficient, Fa = 1 Table 11-4.1 SMs = 1.433 Eqn 11.4-1 Sos = 0.955 Eqn 11.4-3 zlh= 1 Component amplification factor, av = 2.5 Component response modification factor, R9= 6 Component overstrength factor, 1, = 2.5 Fv = 0.478 Fp max = 1.528 Fpnib= 0.287 Fv_noriz Fp hertz = 0.478 77 * Wv, Eqn 13.3-1 * Wp, Eqn 13.3-2 *W9, Eqn 13.3-3 ' Wp Ib (ULT) = +/- 0.191 * Wv, Sect. 13.3.1 (apply concurrently with horizontal force) Fv Yart = +1- 30.8 ib (ULT), Sect 13.3.1 (apply concurrently with horizontal force) NOTES: 1. Anchors in concrete shall be designed in accordance with Appendix D of ACI 318. 2. Anchors in masonry shall be designed in accordance with TMS 402/ACI 530/ASCE 5. Anchors shall be designed to be governed by the tensile or shear strength of a ductile steel element. See Sect 13.4.2.2 for exception. 3. Post -installed anchors in concrete shall be prequalified for seismic applications in accordance with ACI 355.2 or other approved qualification procedures. Post -installed anchors in masonry shall be prequalified for seismic applications in accordance with approved qualification procedures. 4. Power actuated fasteners in concrete or steel shall not be used for sustained tension loads or for brace applications in Seismic Design Categories D, E, or F unless approved for seismic loading. Power actuated fasteners in masonry are not permitted unless approved for seismic loading. See Section 13.4.5 for exceptions. 5. Friction clips in Seismic Design Categories D, E, or F shall not be used for supporting sustained loads in addition to resisting seismic forces. ASCE7-10 Seismic Loads Elec Medi Components ENGINEERS NORTHWEST, INC., P.B. SHEET OF 9726 THIRD AVE. N.E. (SUITE 207) SEATTLE. WA 98115 Property of Engineers Northwest, Inc., P.S.- Use by others unlawful Lateral Loading on Mechanical Units Input Cells = Project Number: 87022033 Project Name: OU -17 Location: Design By: C. Tukwila, WA MP In • ut Mechanical and Electrical Component = Air -side HVAC, fans, air handlers, eir conditioning units, cabinet heaters, air dlstdbuticn boxes, and other med,. Table 13.6-1 Category = Mechanical and Electrical Components T Risk Category = Building Width = 500 ft _3.22 ft Roof height above ground level = 24.5 ft Mechanical unit operating weight = 161 Ib Mechanical unit length = 3.22 ft 2,59 ft Mechanical unit depth = 1.4 ft Mechanical unit height = 2.59 ft Holdown clearance, CHe = 6 in II Seismic Parameters Sos = 0.955 Force inputted in = LRFD Horizontal seismic force, Fo hent = 77 Ib Vertical seismic force, Fo ,,,n = 30.8 Ib Vertical center of mass of mech. unit, h = 1.295 ft See seismic loads spreadsheet for additional data lMnd Parameters Force inputted In = Horizontal wind force, Fh = Vertical uplift wind force, F„ = LRFD 392.2 167,4 Ib b See wind loads spreadsheet for addifonaf data LATERAL LOADS AND REACTIONS Seismic overturning moment = Seismic uplift @ each end of unit = Seismic shear @ each side of unit = Wind overturning moment = Wind uplift @ each end of unit = Wind shear @ each side of unit = Output Ultimate (LRFD) Working (ASD) 100 ft -Ib 70 ft -Ib 208 Ib 223 Ib 39 1b 27 1b 508 ft -Ib 305 ft -ib 1281 Ib 764 Ib 196 Ib 118 Ib Note- Wind direction is Into the page i 161 lbs (MAX) M.U. 24.5 ft 500 ft v —• =—� CHO Mechanical Unit Lateral Basic 11i" 145 BLKG.w l -15.11- ( ,tel / 0 4 -0 oc J isk'� `� 1 E go ��VV rbS� DOUBLE JOIST I Q_2 0 WALL i I AP1 11 1 I I 11 } 11 E-2 L___ _Jj RED BUILT • 1 I -JOISTS I F-2 EXISTING METAL 0 et -w < 0 oa I x A-2 11i" 145 BLKG. ® 4'-0" oc Lx 11i" 145 ftp 2'-O"oc 21 !� DOUBLE JOIST LADDER BASE I EXISTING 2x4 STUD WALL TYP. ..N.O. 4" T.&G. PLYWOOD GLUE && NAIL w/ 10dx11." NAILS 6"oc EDGES & 12"oc FIELD 7.-0" 7'-0" 19'-4" PLATFORM FRAMING PLAN Q e" • " = 1 -0 NEW BLKG. TO MATCH JOISTS PROVIDE ATTACHMENT PER MFR. w/ #8 SCREWS IN LIEU OF 10D NAILS " NEW 1i" LV.L. PER SECT. A 21 Ill I-1�_.. 11 NEW R8 I -JOISTS PER PLAN [T.O.W. PER ARCH] NEW LADDER w/ ATTACHMENT BY OTHERS EXIST. STEEL STUD WALL w/ G.W.B. SHEATHING EA. SIDE EXIST. PLYWOOD PLATFORM TO BE REMOVED NEW PLYWOOD SHEATHING PER PLAN FASTEN JOIST TO TOP OF WALL w/ 2- 10D x 0'-3" NAILS (1- E.S.) EXIST. DBL TOP R (CONTR. TO VFY.) SECTION E-2 -13 EXIST. T -GRID CEILING TO REMAIN EXIST. 2x4 STUD WALL w/ G.W.B. SHEATHING EA. SIDE i" = 1 -0" ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEArru, WA 98115 (206) 525-7560 Fax (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY voTF.14. tif-A14:7- _ Ci/ATfutt- 01,1' 10 LLL LitQ.itsf; co Ttit; 1 ?c) 191-r 3°1 51 :<) • 51.1AB . 1 i ! ........... , —0•;•:- . . • . ; . • • • • • •ss • ' 0 ;11S 0!•• t/N • Wood Beam Description : Tukwila, WA - Platform Joist CODE REFERENCES File= C1UserslmrchaelptDOCUME-11ENERCA-1 ENERCALC, INC 1983-2017, Build:10 17 8 24, Ver 1017 8-24 Licensee : engineers northwest Calculations per Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Fb + 2900 psi E : Modulus of Elasticity Fb 2900 psi Ebend-xx 2000ksi Fc - Prll 2635 psi Eminbend - xx 530120482 ksi Wood Species : RedBuilt Fc - Perp 750 psi Wood Grade : RedLam LVL Beam/Joist Fv 285 psi Ft 1660 psi Density 42pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0 75) D(0.02)f L(0.08) t a 1.75x 11.875 Span = 7.O ft D(0.02) L(0.08) 1.75x11.875 Span = 19.330 ft o c Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.020, L = 0.080 , Tributary Width =1.0 ft, (Floor Loads) Point Load : D = 0,750 k (a, 3.50 ft, (Water Heater) Load for Span Number 2 Uniform Load : D = 0.020, L= 0.080 , Tributary Width = 1.0 ft, (Floor Loads) DESIGN SUMMARY 'Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Service loads entered. Load Factors wit be applied for calculations. 0.413 1 Maximum Shear Stress Ratio 1.75x11.875 Section used for this span 1,187.80 psi fv : Actual 2,900.O0psi Fv : Allowable Load Combination +D+L+H Load Combination Location of maximum on span = 7.000ft Location of maximum on span Span # where maximum occurs = Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.282 in Ratio = Max Upward Transient Deflection -0.024 in Ratio = Max Downward Total Deflection 0.353 in Ratio = Max Upward Total Deflection -0.018 in Ratio = Maximum Forces & Stresses for Load Combinations 821 >=360 3557 >=360 656 >=180 4796 >=180 Desi. n OK 0.310: 1 1.75x11.875 88.36 psi 285.00 psi +D+L+H = 6.022 ft Span # 1 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN Ci Cr Cm Cr t CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.134 0.172 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.20 349.46 2610.00 0.61 44.16 256.50 Length =19.330 ft 2 0.134 0.172 .0.90 1.000 1.00 1.00 1.00 1.00 1.00 1,20 349.46 2610.00 0.29 44.16 256.50 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.410 0.310 1.00 1.000 1,00 1.00 1.00 1.00 1.00 487 1,187.80 2900.00 1.22 88.36 285.00 Length =19.330 ft 2 0.410 0.310 1.00 1.000 1.00 1.00 1.00 1.00 1.00 4.07 1,187.80 2900.00 1.13 88.36 285.00 Wood Beam Description : Tukwila, WA - Platform Joist Load Combination Segment Length Span ti M V Cd C FN C i Cr Cm C t CL M fb F'b V fv Fv Max Stress Ratios Foe = CAUserslmchaelp100CUME-11ENERCA-.1 ENERCALC, INC. 19812017, Btak1;10,17.8.24, Ver.10.17,824 Licensee : engineers r o Moment Values Shear Values +D+Lr+H 1.000 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.096 0.124 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.20 349.46 3625.00 0.61 44.16 356.25 Length =19.330 ft 2 0.096 0.124 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.20 349.46 3625.00 0.29 44.16 356.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.105 0.135 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.20 349.46 3335.00 0.61 44.16 327.75 Length =19.330 ft 2 0.105 0.135 1.15 1.000 1.00 1.00 1.00 1.00 1,00 1.20 349.46 3335.00 0.29 44.16 327.75 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.270 0.217 1.25 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 3625.00 1.07 77.31 356.25 Length =19.330 ft 2 0.270 0.217 1.25 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 3625.00 0.92 77.31 356.25 +D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.293 0.236 1.15 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 3335.00 1.07 77.31 327.75 Length =19.330 ft 2 0.293 0.236 1.15 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 3335.00 0.92 77.31 327.75 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.075 0.097 1.60 1.000 1.00 1.00 1.00 1,00 1.00 1.20 349.46 4640.00 0.61 44.16 456.00 Length =19.330 ft 2 0.075 0.097 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.20 349.46 4640.00 0.29 44.16 456.00 +D+0,70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.075 0.097 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.20 349.46 4640.00 0.61 44.16 456.00 Length =19.330 ft 2 0.075 0.097 1.60 1.000 1.00 1,00 1.00 1.00 1.00 1.20 349.46 4640.00 029 44.16 456.00 +D+0.750Lr40.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.211 0.170 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 4640.00 1.07 77.31 456.00 Length =19.330 ft 2 0.211 0,170 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 4640.00 0.92 77.31 456.00 +0+0.750L+0.750S40.450W4I 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.211 0.170 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 4640.00 1.07 77.31 456.00 Length =19.330 ft 2 0.211 0.170 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 4640.00 0.92 77.31 456.00 +D+0,750L+0.750S+0.5250E+H 1.000 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.211 0.170 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 4640.00 1.07 77.31 456.00 Length =19.330 ft 2 0.211 0.170 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.35 978.21 4640.00 0.92 77.31- 456.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.045 0.058 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.72 209.67 4640.00 0.37 26.50 456.00 Length =19.330 ft 2 0.045 0.058 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.72 209.67 4640.00 0.17 26.50 456.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.0 ft 1 0.045 0.058 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.72 209.67 4640.00 0.37 26.50 456.00 Length =19.330 ft 2 0.045 0.058 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.72 209.67 4640.00 0.17 26.50 456.00 Overall Maximum Deflections Load Combination Span Max. "' DOI Location in Span Load Combination Max. "+" Defl Location in Span 1 0.0000 0.000 L Only -0.0236 +D+L+H 2 0 3533 10.799. 0.0000 Vertical Reactions Support notation : Far left is #1 Values in KIPS 4.263 4.263 Load Combination Support 1 Support 2 Support 3 Overall MAXimum Overall MINimum +D+L+H +D+Lr4+i +D+S+H +D+0.750Lr40.750L+t1 +0+0.750L+0,750S+ii 4D40.60W+H +D+0.70E+H +D+0.750Lr40.750L+0.450W41 +D40.750L+0.750S+0.450W41 +D40.750L40.750S+0.5250E4 +0.60D40.60W+0.60H +0.60D40.70E40.60H D Only Lr Only L Only S Only 0.295 -0.130 0.295 0.165 0.295 0.295 0.197 0.197 0.295 0.295 0.197 0.197 0.197 0.177 0.177 0.295 2.563 1.612 0.951 2.563 0.951 0.951 2.160 2.160 0.951 0.951 2.160 2.160 2.160 0.571 0.571 0.951 0.814 0.625 0.190 0.814 0.190 0.190 0.658 0.658 0.190 0.190 0.658 0.658 0.658 0.114 0.114 0.190 -0.130 1.612 0.625 Wood Column Lic. # : KW `06 36898 Description : Platform wood stud wall Code References File= C1Usastm haelplDOCUME-1\ENERCA-1 ENERCALC, INC. 1983-20t7, Build 1017.8.24, Ver.1017.8 24 Licensee : engineers northwest Calculations per Load Combinations Used : ASCE 7-10 General Information Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height 10.0 ft Cr51'd lcr nor -s, r r calculation ,i Wood Species Douglas Fir -South Wood Grade No.2 Fb + 850 psi Fv 180 psi Fb - 850 psi Ft 525 psi Fc - Pdl 1350 psi Density 28.7 pcf Fc - Perp 520 psi E : Modulus of Elasticity . ;. x -x Bending y -y Bending Basic Minimum 1200 1200 440 440 Applied Loads Column self weight included : 10.464 lbs * Dead Load Factor AXIAL LOADS .. Axial Load at 10.0 ft, D= 0.9510, L = 1.612 k DESIGN SUMMARY Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly Axial 1200 ksi 2x4 Graded Lumber Sawn 1.50 in 3.50 in 5.250 in^2 5.359 in^4 0:9844 in^4 Allow Stress Modification Factors Cf or Cv for Bending 1.50 Cf or Cv for Compression 1.150 Cf or Cv for Tension 1.50 Cm : Wet Use Factor 1.0 Ct : Temperature Factor Cfu : Flat Use Factor Kf : Built-up columns Use Cr : Repetitive 7 Brace condition for deflection (buckling) along columns : X -X (width) axis : Fully braced against buckling along X -X Axis Y -Y (depth) axis : Fully braced against buckling along Y -Y Axis Service loads entered. Load Factors will be applied for calculations. 1.0 1.0 1.0 r.)S1332 No Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Governing NDS Forumla Location of max.above base At maximum location values are ... Applied Axial Applied Mx Applied My Fc : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max:above base Applied Design Shear Allowable Shear Load Combination Results 0.3157 :1 +D+L+H Comp Only, fc/Fc' 0,0 ft 2.573 k 0.0 k -ft 0.0 k -ft 1,552.50 psi 0.0 :1 -+0.60D+0.70E+0.60H 10.0 ft 0.0 psi 288.0 psi Maximum SERVICE Lateral Load Reactions.. Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Top along X -X 0.0 k Bottom along X -X 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y -Y 0.0 in at 0.0 ft above base for load combination : n/a Along X -X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable stresses ... Bending Compression Tension Load Combination +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+Q.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H CD 0.900 1.000 1.250 1.150 1.250 1.150 1.600 1.600 1.600 1.600 1.600 1.600 Cp Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum Shear Ratios Stress Ratio Status Location 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.1311 0.3157 0.09437 0.1026 0.2130 0.2316 0.07373 0.07373 0.1664 0.1664 0.1664 0.04424 PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.0ft 0.0 PASS 10.0 ft 0.0ft 0.0 PASS 10.0 ft 0.0ft 0.0 PASS 10.0 ft 0.0 ft 0.0 0.0 ft 0.0 0.0 ft 0.0 0.0 ft 0.0 0.0 ft 0.0 0.0 ft 0.0 0.0 ft 0.0 0.0 ft 0.0 0.0 ft 0.0 PASS PASS PASS PASS PASS PASS PASS PASS PASS 10.0 ft 10.0 ft 10.0 ft 10.0 ft 10.0 ft 10.0ft 10.0 ft 10.0 ft 10.0 ft Wood Column Description : Platform wood stud wall Load Combination Results Load Combination +0.60D+0.70E+0.60H Maximum Reactions FOe=CMusersUniehaelpIDO UME-11ENERCA--1 ENERCALC, tNC 19832017, Build:10.17.824, Ver.1017.8 24 Licensee : engineers northwest CD Cp 1.600 1.000 Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.04424 PASS 0.0 ft Maximum Shear Ratios Stress Ratio Status Location 0.0 PASS 10.0ft Note: Only non -zero reactions are listed. Load Combination +0+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+ 0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E++1 +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Onty S Only W Only E Only H Only X -X Axis Reaction k Y -Y Axis Reaction Axial Reaction My - End Moments k•ft Mx - End Moments @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top 0.961 Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance 2.573 0.961 0.961 2.170 2.170 0.961 0.961 2.170 2.170 2.170 0.577 0.577 0.961 1.612 Max. Y -Y Deflection Distance +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +0+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0,60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Onty H Only 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.009 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0,000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Wood Column File CAUserslindaetp1DOOLIME-itENERCA-1 ENERCALC. INC 1983-2017, Bull:10,17.8.24, Ver10 17.8 24 Licensee : engineers northwest Description: Platform wood stud wall Sketches i. i I i i. .... 4....._...A.i i 1 1.50 in 11 Project Name: New WorkSpace Model: Platform Metal Stud Wall Code: 2012 NASPEC [AISI S100-2012] Page 1 of 2 Date: 08/25/2017 Simpson Strong -Tie() CFS DesignerTM 2.0.3.0 10.00 t 20.00 Section : 362S162-33 Single C Stud Maxo = 440.9 Ft -Lb Moment of Intertia, 1 = 0.55 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 250.0 0.567 250.0 60.0 408.7 0.612 0.194 L/619 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmaxi ib-in/in in Ft -Lb Ma -d Span 0.00 120.0 452.4 0.553 Combined Bending and Web Crippling Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(lb) (in) (Ib) (Ib) (Ft -Lb) Value Required? R1 100.0 1.00 165.2 289.1 0.0 0.31 NO R2 100.0 1.00 165.2 289.1 0.0 0.31 NO Combined Bending and Shear Reaction or Vmax Mmax Va V + M Pt Load (Ib) (Ft -Lb)' Factor VIVa M/Ma Intr. R1 100.0 0.0 1.00 0.10 0.00 0.10 R2 100.0 0.0 1.00 0.10 0.00 0.10 Fy = 33.0 ksi Va =1023.6 Ib SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: New WorkSpace. Model: Platform Metal Stud Wall Code: 2012 NASPEC [AISI S100-2012] Page 2 of 2 Date: 08/25/2017 Simpson Strong -Tie® CFS Designer."' 2.0.3.0 Combined Bending and Axial Load Details Axial Ld Bracing(in) Max K -phi Lm Bracing Allow Intr. Span (ib) KyLy KtLt KUr (Ib-in/in) (in) load(Ib) P/Pa Value Span 165.0(c) 60.0 60.0 97 0.0 120.0 1647.1(c) 0.10 0.71 Simpson Strong -Tie Connectors Number Of Connectors Required at each Reaction : 1 No. of No. of Simpson Req'd Connect Req'd # Shear Tension Compression Strong -Tie screws to or Stress 12-14 Stress Design Reaction (Ib.) (Ib) (Ib) Connector stud Ratio Anchors Ratio Ok ? R1 No Solutions - - - R2 - 100.0 100.0 SCB43.5 2 0.19 2 0.13 Yes Simpson Strong -Tie Wall Stud Bridging Connectors Design Method = AISI S100 Bracing Design Length Number of LSUBH (in.) Braces Pn(lb.) (Min)' 60 2 2964.8 OK (0.68) Span/CantiLever Span LSUBH (Max)1 OK (0.43) SUBH (Min)' OK (0.46) SUBH MSUBH (Max)' (Min)' OK (0.40) No Soln MSUBH (Max)' No Soln Notes: 1) Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back,box, or built-up sections. 3) Reference www.strongtie.com for latest Toad data, important information, and general notes 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. SIMPSON STRONG -TIE COMPANY INC. www.strongtle.com STRUCTURAL ENGINEERING CALCULATIONS TAMARACK IT GROVE !- 1 t: E ERIN Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 BRIAN J. SIELAFF, P.E. STRUCTURAL ENGINEERING CALCULATIONS FOR COSTCO #006 TUKWILA, WA CUSTOM COOLER, INC. TGE PROJECT NO.: TGE17-8723 TGE FIRM NO.: 603490470 RECEIVED CITY OF TUKWILA FEB 0 2 2018 PERMIT CENTER EXPIRES: 5/18/-11 DESIGN CRITERIA: STRUCTURAL CODE: SEISMIC PARAMETERS: SEISMIC DESIGN CATEGORY: INDOOR INTERNAL PRESSURE: WALL/CEILING DEAD LOAD: INDOOR CEILING LIVE LOAD: REVIEWED FOR CODE COMPLIANCE 7/i'( APPROVED MAR 0 l 2018 City of Tukwila BUILDING DIVISION 2015 IBC Ss = 1.433 Si = 0.534 D 5.0 PSF 3.0 PSF 10.0 PSF 812 S. La Cassia Dr. • Boise, Idaho Page 1 of 29 STRUCTURAL ENGINEERING CALCULATIONS L, G i Y+ E C 8 I 4 r3 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 TABLE OF CONTENTS 1 PROJECT INFORMATION 3 2 SCOPE OF WORK 4 3 JURISDICTIONAL INFORMATION 4 4 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS 5 5 GENERAL STRUCTURAL NOTES 6 6 SEISMIC ANALYSIS 7 7 STRUCTURAL ENGINEERING CALCULATIONS 11 8 SOFTWARE PRINTOUTS 18 8.1 HILTI 1g 9 MATERIAL AND HARDWARE PRINTOUTS 23 9.1 LARR 25690 23 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 2 of 29 STRUCTURAL ENGINEERING CALCULATIONS 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 Owner Information: Name: Address: Coordinates: Phone: Email: Site Elevation: T 1 CK GROVE LIVE AND DEAD LOADS Ceiling Live Load: Ceiling Dead Loads: Steel Facing (ASTM -A-646): Insulation: Miscellaneous: TOTAL: TG E17-8723 1/19/2018 Logan King Brian J. Sielaff, P.E., P. Eng. Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 CUSTOM COOLER INC. Edward Simpliciano 420 E. Arrow Highway San Dimas, CA 91773 909-592-1111 Esimpliciano@a customcooler.com Costco #oo6 1160 Saxon Dr. Tukwila, WA 98188 (47.444° N,122.249' W) N/A N/A N/A 10 PSF 1.o PSF (26 GA. —t = 0.02 inch) 1.o PSF 1.o PSF 3.o PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 3 of 29 STRUCTURAL ENGINEERING CALCULATIONS Ti K an VE E tl G Ta E _ .. Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 2 SCOPE OF WORK Tamarack Grove Engineering is providing structural engineering calculations for Costco #oo6 cooler box for gravity and lateral loading and redline drawings provided to the client as needed based on calculations. 3 JURISDICTIONAL INFORMATION Seismic Design Information: Seismic Parameters: Site Coefficient, FA: Site Coefficient, Fv: Building Design Category: Seismic Design Category: Analysis Procedure Used: Basic Seismic -Force -Resisting -System: Importance Modification Factor, 1p: Amplification Factor, 2p: Response Modification Factor, Rp: Lateral Pressure Design Information: Internal Wall Pressure Ss =1.433 g = o.800 g SDS =0.955 g Soy = 0.534 9 1.000 (IBC Table 1613.3.3(1)) 1.500 (IBC Table 1613.3.3(2)) D ASCE 7-10 Table 20.3-1 D (IBC Table 1613.3.5(1&2)) Equivalent Lateral Force Procedure for Non -Structural Components Bearing Wall System — Light Framed Walls of All Other Materials 1.o ASCE 7-10 Table 13.1.3 1.o ASCE 7-10 Table 13.6-1 ASCE 7-10 Table 13.6-1 2.5 5.o PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 4 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK'S GROVE i s G I h E E P. 1 N 13 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 4 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" • 2015 NATIONAL DESIGN SPECIFICATION FOR WOOD DESIGN 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 5 of 29 STRUCTURAL ENGINEERING CALCULATIONS E N G I 11 E E P. I H G Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 5 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 STRUTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR CONSENT IS GIVEN BY THE ENGINEER OF RECORD. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 6 of 29 STRUCTURAL ENGINEERING CALCULATIONS 1 1 F. £ RIND Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 6 SEISMICANALYSIS usGs Design Maps Detailed Report 2012/2015 International Building code (47.44478°N, 122.24954°W) Site Class D - "Stiff Soil", Risk Category I/II/III Section 1613.3.1 — 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 St). Maps in the 2012/2015 International Building Code are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 1613.3.3. From Figure 1613.3.1(11m SS = 1,433 g From Figure 1613.3.1(21"' S, = 0.534 g Section 1613.3.2 — Site class definitions The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class b, based on the site soil properties in accordance with Section 1613. Site Class 2010 ASCE-7 Standard Table 20.3-1 SITE CLASS DE FINITf0NS v5 NorN� s. A. Hard Rock 09 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 Soil 600 to 1,200 ft's 15 to 50 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 P1 > 20, • Moisture content w = 40%, and • Undrained shear strength s, c 500 psf F. Soils requiring site response analysis in accordance with Section 21. For 51: Ift/s = 0.3041 See Section 20.3.1 /s 11b/ft2 = 0.0479 kN/m2 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 7 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK Pr GROVE E N G 1 1. E E .. 1 f1 i3 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Section 1613.3.3 Site coefficients and adjusted maximum considered earthquake spectral response acceleration parameters TABLE 1513.3.3(1) VALUES OF SITE COEFFICIENT F. Site Class Mapped Spectral Response Acceleration at Short Period 5;50.25 S-,=0.50 S,=0.75 S1=1.00 S. 1.25 A 8 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 2.5 1.7 1.2 0.8 0.8 1.0 1.0 1.0 1.0 1.0 0.9 0.9 See Section 11.4.7 of ASCE 7 No Use straight-line interpolation for intermediate values of 55 For Site Class = D and 5, = 1.433 g, F, = 1.000 TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F. Site Class Mapped Spectral Response Acceleration at 1-s Period 5, 5 0.10 S, = 0,20 5, = 0.30 5, = 0,40 S: 0.50 A 0.8 0.8 0.8 0.8 0.8 8 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.534 g, F, = 1.500 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 8 of 29 STRUCTURAL ENGINEERING CALCULATIONS Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Equation (16-37): =Ss = 1.000 x 1.433 = 1.433 g Equation (16-38): 5,, = F,S, = 1.500 x 0.534 = 0.800 g Section 1613.3.4 — Design spectral response acceleration parameters Equation (16-39): Sys = % S„s = % x 1.433 = 0.955 g Equation (16-40): S„ = %SK, ='i3 x 0.800 = 0.534 g 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 9 of 29 STRUCTURAL ENGINEERING CALCULATIONS C t • R( Section 1613:3.5 — Determination of seismic design category C DESIG TABLE 1613.3.5(1) Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 ATEGORY BASED ON SHORT -PERIOD (0.2 second) RESPONSE ACCELERATION VALUE OF 5o, RISK CATEGORY I or II III IV Sys<0.1678 A A A 0.1678 S S. < 0.33g f3 B C 0.33gSSp, C0.509 C C D 0.50g S Sos D D D For Risk Category = 1 and Sm = 0.955 g, Seismic Design Category = 0 TABLE 1613.3,5(2) SEISMIC DESIGN CATEGORY BASED ON 1 -SECOND PERIOD RESPONSE ACCELERATION VALUE OF S. RISK CATEGORY I of U LII IV So. < 0.0678 A A A 0.067g <_ Som < 0.133g B B C 0.133g5S,.<0.20g C C D 0.208 5 So, D D p For Risk Ca nd S. = 0.534 9, Seismic Design Category = D Note: When S, is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, I1, and HI, and F for those in Risk Category 1V, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 1613.3.5(1) or 1613.3.5(2)" = D Note: See Section 1613,3.5.1 for alternative approaches to calculating Seismic Design Category. References 1. Figure 1613.3.1(1): https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/IBC-2012- Fig1613p3p1(1),pdf 2. Figure 1613,3.1(2): https://earthquake.usgs.govJhazerd$/designmaps/downloads/pdfs/IBC-2012- Fig1613p3p1(2).pdf 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 10 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK' GROVE 1 H G 1 r: E 1 R I N e Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 7 STRUCTURAL ENGINEERING CALCULATIONS JURSIDICTION INFORMATION JURISDICTION: WASHING UN STRUCTURAL CODE: 2015 INTERNATIONAL BUILDII DESIGN CRITERIA SEISMIC CRITERIA Spy 1= 0.955 al = 1.0 R3,=2.5 z 0 ft DESIGN VALUES LL :=10 pef DL,,,,4:=.3 paf I';nl TTI 2S/ ASD LOAD COMBINATIONS 7-10 LC3 := DLyanrl + LL net =13 paf LC,:_10.6•DLr,,, _P.)I=:3.2Paf 1 DESIGN CALCULATIONS: Width==18.3 ft Length:=12.3 ft .=5 sn, tfree watl'=5 in H:=10.5 ft Hfi.:=10,1 ft PANEL MANUFACTURER: CUSTOM COOLER INC CODE OK:=1 NG := 0 Design Spectral Response for Short Period Amplification Factor Response Modification Factor Importance Modification Factor Height of Attachment Cooler Panel Live Load Cooler Panel Dead Load Internal Pressure Load Combination 3: D+(Lr, 5, or R) Load Combination 7: 0.6D+0.6W (Uplift Pressure) Cooler Width Cooler Length Cooler Ceiling Panel Thickness Cooler Wall Panel Thickness Mean Roof Height Mean Wall Height PANEL SPECIFICATION: WOOD FRAMED PANEL (LARR #25590) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 11 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK K " GROVE E.JC I R E E R 1 N L Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 2 TYPICAL CEILING PANEL L:-11.4 ft' Lam:=12.0 ft Twidt 1=1ti LOADS: dr3ign cciliTwidth ."u':1=13 pif Tnv»ax da igrt_ceiling —211.2 f t • lb f 8 r �Ar-__sin�ri cr,3ling' L _ 741 Thf 2 fair:= 55 fief • T width= 55 Of 'wail • Lmii2 Ai ow 8 =990 ft. lbf wat.L„ir Sfaiaa,r°= 2 =330 lbf CHECK: Al gnaw >rnrrrax =1 I�aIM,c > Vma5 -1 Design Length Corresponding Allowable Span (LARR 25690) Tributary Width of Panel for Evaluation Governing Load Combination for Roof Maximum Moment Maximum Shear Allowable Panel Load (LARR 25690) Allowable Moment Allowable Shear SUMMARY: THERFORE. USE 5” THICK WOOD FRAMED PANELS FOR CEILING PER PLAN. 3 TYPICAL WALL PANEL 10.1 ft T.-ath:=6.o ft LOADS: Pflo.Aig<z_r.Frttrr;t•'LC;1la.=78 i+4/ HoLazio=31 ft P„//:=600plf =Piaten,a!' =52.5 pif Design Height Tributary Width of Ceiling on Wall Panel Total Axial Load From Ceiling Allowable Height for Axial Load (LARR 25690) Total Allowable Axial Load (LARR 25690) Transverse Load on Wall Ht11 t,,,,,:=12 ft Allowable Height for Transverse Load (LARK 25690) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 12 of 29 STRUCTURAL ENGINEERING CALCULATIONS Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Wag :=55 pef •. 0 1?ri �eigti_f r!#n tor3P.4i9tt_nvs!! Pun 4 Total Allowable Transverse Load Combined Axial and Bending Ratio W n>Wdr_.egn_W0= 1 R,,,t„ i,u C.1.0 =1 SUMMARY:: THEREFORE, THE SUM OF THE RATIOS FOR AXZ4L AND TRANSVERSE ARE LESS THAN OR EQUAL TO 1.0. USE S" THICK WOOD FRAMED PANELS FOR WALLS PER PLAN, GRID LAYOUT: 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 13 of 29 STRUCTURAL ENGINEERING CALCULATIONS i ri E E R i tN r Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 4 LATERAL FORCE GENERATION H= 10.5 ft Arm,/:=Length• Width=225.1 ft Liu := 2 •Length + 2 • Width = 6 1.2 ft Design Height Area of Roof Total Length of Walls TERAL FORCE GENERATION: ifi� t .- A L7L•— � /• )ae.P} �` ((.?i) •Lrenzt • I)Lrm,:er = 1639.2 tb f 9.4•al, •Spg•14 t 1+ �A� Fp_vug:= 1r, Fp ; ;:=1.6 • .SDs • 1 p • Wt = 2504.7 ibf .1)=250.5 ibf II Fp 0.:3.SDg•ip• Wt=469.6 ibf F„..,:= max (1•'1,2,,,Q,F rai} 469.6 ibf Fp:= (Pp..] , FP.J„W} = 469.6 Zbf FP d:=0.7•Fp,=328.7 Lbf Fp,,,.,.,„e'= 2 • Length •Ptno.,„.rt=322.9 Zbf Pp design'= max (Fp,a4d ,F,„ .,,, )=328.7 ibf Fp-= d gn M}Tryel 26.7 Length. F'p=,�3 = •T��iTadtla.•P4�e P`p_degign'= uiax (Fp_(.. Fp_prw.�,}f _ Fp__26Yr .3 design. �4rd •inn �'— Width _ . 80.4 ibf )=480.4 ibf SHEAR WALL CALCULATIONS: L, =Width =18.3 ft Length o 111 domxi)i_I '7' width_I —9 f Z$ Width=18.3 ft Length o 2 i • 3',radur_2 =9 of L2 Total Weight 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 Lateral Force from Internal Pressure Lateral Design Force Distributed Design Load Twidth_d 2 h —6.2 ft Tributary Width In -Plane Force on Wall 1 Wall 2 T„, h :�.I�eregtlt = 6.2 ft Tributary Width 2 In -Plane Force on Wall 2 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 14 of 29 STRUCTURAL ENGINEERING CALCULATIONS E N C 1 11 E E 4 1 91 13 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 LA:=Length.=12.3 ft Length of Wall A R. rvdcsa Tu dv, pV H„ 112191 in LA L, =200 plf RESULTANT FORCES FROM ELTFNTRJCITY:• Y, --Width =9.2 ft 2 Alp:=Fp,Ar,p„•Y=4395.4 ft•lbf R:= tV, CHECK: 1l iF _ Length R Ftitt_iftplale Moment Arm ft Tributary Width In -Plane Force on Wall A Worst Case Shape Factor Rats) Allowable In -Plane Shear (CARR 25690) 7,4 ibf Reaction Forces to Resist Imposed Moment =19.5 ,plf Inplane Force Resisted on (f1,f2,w2,.f.4)=1 a and 2 SUMMARY THERFORE, USE THICK WOOD FRAMED WALL PANELS FOR LATERAL RESISTANCE IN THE 1-1 DIRECTION PER PLAN. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 15 of 29 STRUCTURAL ENGINEERING CALCULATIONS Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 5) TYPICAL FLOOR TO WALL CONNECTION DE `AIL 3 Tutidth-6 ft =10.5 ft LOADS: LG7=3.2 pa/ pv DLpo,,,_. 0.:3 Pjf pf»,frrrtat -=r � Ps/ PtPinfrrnai — •"2�- Y+f finp.,„_:= maxw2,fA;f2)=3{-9.1 Alf f,,, .-maxtistra„„,.rnpirn4 39.1 Of HILT1 KH -EZ: S,,,. r =24 in '=fnu,x' Snnel,nr= 78.1 lb/ 750 lbf #14 TEK SCREW (INTO WALL PANEL): L4ry n =3 in CD =1.6 23 in CD -162 ibf Vt! sc,eer'= —135.2 pif S.�mr CHECK: f, is <11„,y_ 172 lib L .srreu, . �s j� tre =430.7 pif Ssv:YPiv tit=1 Tributary Width of Ceiling Acting on Connection Design Height Uplift Load on Ceiling Uplift Force on Floor -Wall Connection Transverse Load on Wall Transverse Shear Force on Floor -Wail Connection In -Plane Shear Farce on Poor -Wall Connection Governing Shear Force on Poor -Wall Connection Spacing of Anchor Through Angle Shear Force an Anchor Max Allowable Load an Anchor (Hilti Profis Report) Length of Screw Duration Factor for Wind & Seismic (2015 NDS) Spacing of of #14 Tek Screw Through Angle Allowable Shear of #14 Tek (2015 NDS) Allowable Tension of #14 Tek (2015 NDS) SUMMARY: THE MAXIMUM SHEAR FORCE ON THE CONNECTION IS LESS THAN THE ALLOWABLE SHEAR FORCE. THEREFORE. THE WALL -FLOOR CONNECTION IS ACCEPTABLE FOR RESISTING IMPOSED TENSION AND SHEAR, 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 16 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK' GROVE C N G i ti E E R 1 N G Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 1 iguim►1gseidgA'1=1►gus] jahalll ilw(�]►[U]:rf=1(Ri Twidth= 6 ft H=10.5 ft LOADS: LaT =3,2 paf Inv . I dth =19.2 Pif Pird,rrai = 5 pe N ptraain: Pinte}rnat' -26-3 Of enz fh...f:)=39.1 pif ftnyiart •- rn = max !'drank f :l inpiri .) = 39.1 Pl 318" LAG SCREW W/ #8 TEK CONNECTION: Sc, ir::=23 in 7:3 tbf 299 Of rsti_mnn:= d CHECK: 472 Ebf — 246,3 Ptf Pvert Lwow Tatr-conn ail-eorm R.mmiiincd S 1.0 =1. Tributary Width of Ceiling Acting on Connection Design Height Uplift Load on Ceiling Uplift Force on Wall -Ceiling Connection Transverse Load on Wall Transverse Shear Force on Wall -Ceiling Connection In -Plane Shear Force on Wall -Ceiling Connection Governing Shear Force on Wall -Ceiling Connection Spadng of Connection Allowable Shear of Connection (LARR 25690) Allowable Tension of Connection (LARR 25690) Combined Stress Ratio for Connection ,SUMMARY THE COMBINED RATIO OF ACTUAL FORCE OVER ALLOWABLE FORCE IN BOTH pIREC77ONS IS LESS THAN OR EQUAL TO 1.0. THEREFORE, THE WALL -CEILING CONNECTION TO ! , /i- r , • TAMARACK t`ORME 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 17 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK Tr GROVE E N G! t E E 8 SOFTWARE PRINTOUTS 8.1 HILTI www,hilti.us Company: Specifier, Address: Phone 1 Fax: E -Meir: Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Profis Anchor 2.7.3 Tamarack Grove Engineering Page: Pmject: Sub -Project 1 Pos, No.: Date: 1 6/15/2017 Specifiers comments: 1 Input data Anchor typo and diameter. KWIK HUS -EZ (KH -EZ) 1/4 (1 5/8) Effective embedment depth: 1.180 in.. h,a,,, = 1.625 in. Material: Carbon Steel Evaluation Service Report: ESR -3027 Issued I Valid: 2A/2016 112/1/2017 Proof: Design method ACI 318.141 Mech. Stand-off installation: e, = 0.000 in. (no stand-off);1= 0.050 in. Anchor plate- Ia. x Iv x I = 24.000 in. x 2.000 in, x 0.060 in,; (Recommended plate thickness: not calculated Profile; no profile Base material: cracked ooncrefe. 2500, t. _ 2500 psi; h = 4.000 in. installation: hammer drIttad hole, Installation condition: Dry Reinforcement: tension: condition B. shear: condition 6; no supplemental splitting reinforcement present edge reinforcement none or < Pio. 4 bar Geometry [In.] & Loading [ib, Mita] Onpd data and remits natal be checked ion maraca -neat whh the existing conditions traitor ptatablJt1 PRGFISAnd»r ( c )9003.2009 4i,5 AG, fL.945e Srfican Hie. Is a ragiatwrd Trad•miak o{ Hie AG Scharf 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 18 of 29 STRUCTURAL ENGINEERING CALCULATIONS Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 www.hill9.us Company: Specifier: Address: Phone i Fax: E -Mail: Profis Anchor 17.3 Tamarack Grove Evan Page: Project: Sub -Project 1 Pos. No,: Date: 2 6/15/2017 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions Rb] Tension force: (+Tension, •Compression) Anchor Tension force Shear Ione Shear force x Shear force y 1 0 750 750 0 max. concrete compressive strain: - 11.41 max. concrete compressive stress: - Ipso resulting tension force in (xly)=(0.000/0.000); 0 [Ib] resulting compression force In (x/y)=(0.00010.000):0 [Ib] 3 Tension Toad Steel Strength' Load N. phi Capacity 4 N„ phi Utilization p = Nvaf4 N„ Status Pullout Strength' Concrete Breakout Strength" N/A N/A NIA N/A N/A N/A NIA NIA NIA N/A NIA NIA anchor having the highest loading "anchor group (anchors in tension) tnprt dee and results mist fie diedued far egresnent with the existing conditions welter pduebity: PROFt$ Archnt (c )21103.201$ a•itd AG, Fi.=§eye Senaan Hit i a registeriwi 'Trademark otHiba AG: Schaal 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 19 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK' * GROVE EN 0 Its E Fit NO Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 www.hilti-us Company: Specifier: Address: Phone I Fax: E -!.Anil: 1■■111.T1 Profts Anchor 2.7.3 Tamarack Grove Engineering Page: Project: Sub -Project I Pos. No.: Data: 3 611512017 4 Shear load Load V„, [Ib) Capacity $V,, [Ib] Utilization w ■ V,,,f+Va Steel Strength” 750 929 81 Steel failure (with lever arm)' NIA NIA N/A Pryoul Strength" 750 783 Concrete edge failure in direction •' NIA NFA anchor having the highest loading "anchor group (relevant anchors) 4,1 Steel Strength V„, = ESR value '� Vrttwi 2 Vua Variables A, lin 7] refer to ICC -ES ESR -3027 ACI 318.14 Table 17.3.1.1 [PM 0.05 Calculations V;, jib] 1548 Results V. fib] 1548 125000 4 slMi 0,600 4 V,. [Ib] 929 4.2 Pryout Strength Vm -kms[\tv w.o,nvcel4'm.HNoJ m 4 Va„ 2 V,,, Ani see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) Ansa ' 9 i4 1 w ,eel t 2 e„ 5 1.0 3he� 0.7 + 0.3 t She,/ s 1.0 mAx c 1.5h 1.o N5 710. hs V,g fib] 750 ACI 318-14 Eq. (17,5.3.1a) ACI 318-14 Table 17,3.1,1 ACI 318.14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318.14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq, (17.4,2.2a) Variables 7 d ks he IN eeiN lin.) ee. fr, `In.) 4°mr fin.) 1 1.180 0.000 0.000 ori e° fin.) k, ?. „ f (Pali 1.000 2.000 17 1 000 2500 99 OK NIA N/A Calculations AN, [in z] Arko [in.a] w tis v eczN in edN w p.r Nh fib] 12.53 12.53 1.000 1.000 1.000 1.000 1090 Results Vcp [Ib] 4 merle 4 V, [lb] V, [lb] 1090 0.700 763 750 Ytp,l data anti reeds*rust be checked tar agreement with the existing ccndilans and fee plermenty! PROF IS Anther ( c ) 2a03•2tig4 Hilo AG, FL40. $csaan Niel is a ragisiorod Trademark of HItoAG.. $duan 812 S. La Cassia Dr. - Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 20 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK ` GROVE E N C I h E r !? r N www,hilti.us Comparty: Specifier. Address: Phone I Fax: a=�nau: Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 1■■III�TI Profis Anchor 2.7.3 Tamarack Grove Engineering Page: Project: Sub -Project 1 Pos, No.; Date: 4 6.+15/2017 5 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C. EOTA TR029, etc.). This means load re -distribution 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 design loading, PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibilityf • Condition A applies when supplementary reinforcement is used. The 0 factor Is increased for non -steel Desgn Strengths except Pullout Strength and Pryout strength. Condition 8 applies wilen supplementary reinforcement is nal used and for Pullout Strength and Pryout Strength, Refer to your local standard. • Refer to the manufacturers product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Hilfi post -installed anchors shall be installed in accordance with the Hilli Manufacturers Printed Installation Instructions (MPII). Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input dem and results mus! be ch tar ogreanent with the existing MIditims and for phushityl PROF'S Anchor f c ) 2d173.1M9 atilt 40, FL•90e Senaan Hil is a ragistval Trademark at HIOAG Schwin 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 21 of 29 STRUCTURAL ENGINEERING CALCULATIONS E N G I ri E _ I 4 G Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 www.hiltt.us Company: specifier Address: Phone 1 Fax: MULTI Pions Anchor 2:7.3 Tamarack Grove Engineering Page: 5 Project: Sub -Project I Pos. No.: Date: 611512017 6 Installation data Anchor plate, steel: • Profile: no profile Hole diameter in the fixture: M= 0.375 in. Plate thickness (input): 0.060 in. Recommended plate thtdmess: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to 6.1 Recommended accessories Drilling Anchor type and diameter. FOAM( HUS -EZ (KH•EZ) 114 (1 5/8) Installation torque: 216.002 In.lb Hole diameter in the base material: 0,250 in, Hole depth in the base material: 1.836 in. Minimum thickness of the base materlat: 3.250 in. s for use is required. Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit 12.000 • Manual blow-out pump - Torque wrench y 12.000 0 0 12,000 I 12.000 Coordfnates Anchor in. Anchor x y C.n Cy C,y Ems, 1 0.000 0.000 - tx input da'a and resells must be Checked £af egrament with the existing conditions and for pia rrbhe/ Pn6FIS Anchor ( c ) 2003,20:10N IN AG. FL=t. s San Mil* a rngistarad Tradnmad: of Hld AG. Srh, an 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 22 of 29 STRUCTURAL ENGINEERING CALCULATIONS C N G I N E E P. I N 13 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 9 MATERIAL AND HARDWARE PRINTOUTS 9.1 LARR 25690 BOARD OF BUILDING AND SAFETY COMMISSIONERS VAN AMBATIELOS PRESpENT E. FELICIA BRANNON VP :E PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGIAMIAN JAVIR 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 261 NORTH FIGUEROA STREET LOS ANGELES., CA 96052 FRANK M. BUSH GENERAL MANAGER SUPERJNTE+ ENT OF BUILDING OSAMA YOUNAN. P.E. CcECUTIV1 OFFICER RESL ARC11 REPORT: RR 25690 (CSI #13030) Expires: December L 2018 Attn: Steve Pearson Issued Date: February 1. 2017 (909) 592-1111 Code: 2017 LABC GENERAL APPROVAL—Clerical Modification - Custom Cooler Incorporated Prefabricated Model 300 Refrigeration Panels for Walk -1n Coolers and Freezers. DETAIIS 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: VoracorCE10S, CEI51, CE153, CE128, CE155, CE152, CE157 "A" side. Delta Therm AF4509 or Voracor CR1004 -Jr side. The skins are fabricated from 26 gauge galvanized steel with a minimum yield strength 33 ksi. The panels arc 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 pcf. Custom Cooler Incorporated freestanding walk-in coolers and freezers constructed of panels described above arc approved subject to the following conditions: I. Use of the panels shall be limited to locations where cotnbustiblc construction is permitted by the 2017 Los Angeles City Building Code_ 2. The panels shall he fabricated in a shop of a licensed fabricator approved by the Los Angeles City Building & Safety Department_ Fabrication in unlicensed shops will invalidate this approval. IADBE Gil +FIEmJA;'570c) RR 25690 Page 1 of 5 AN EQUAL EMPLOYMENT OPPORTUNITY -AFFIRMATIVE ACTION EMPLOYER 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 23 of 29 STRUCTURAL ENGINEERING CALCULATIONS Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers A thermal barrier is required per Section 2603A of the 2017 Los Angeles City Building Code unless exempted per Section 2603..1, 4, Complete plans and calculations, signed and stamped by a civil or structural engineer or architect registered in the State of California, shall be submitted to the Structural Plan Check for their approval for each job, 5. An approved fire retardant roof covering (Class "A" or "B") shall be placed over the panels when used as exterior roof panels. 6. A separate approval from the Electrical Testing Laboratory shall be required for electrical. installations within the panels. 7. Design of building utilizing the panels shall be in accordance with the requirements of the 2017 Los Angeles City Building Code and the design data specified A. Panel Height Limitation (feet) and Maximum Concentric Axial Loads (PLF) Thickness Interior Panels Exterior Panels (2016/sgft) Maximum Axial Load (PLF) 4" wood Frame 30 18 600 4" foam Franic 24 13 300 5" wx d 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 (V, 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 24 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMAACK Tr. GROVE Nr. -7 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers Span t .= 4 in. WA; t -a 4 in. PP t = 5 in. WiF ta5 in. F/F t -= 6 in. %VW t = 6 in. FiF 10 53 49 65 65 79 79 12' 50 36 55 48 66 62 14' 37 27 47 37 57 48 16' 28 20 29 50 38 18' 22 16 32 23 42 30 20' 18 13 25 18 34 24 22' 14 10 20 15 27 20 24' 11 8 17 12 23 16 26' 9 7 14 10 19 13 28 8 6 11 8 16 11 30' 6 - 10 7 13 10 32' - - 9 6 11 C. Maximum Allowable Shear Load of Wall Panels (PLF): Shape Factor Old : 'idth) Ratio Allowable Shear (ppf) 0.5:1 400 1:1 200 15:1 133 2:1 100 D. MaximumA loixable Roof/Ceiling Diaphragm Shear Shape Factor (Height: Width) Ratio Allowable Shear (ppf) 0.5:1 400 1:1 200 1.5:1 133 2;! 100 3:1 MAXIMUM67 The panels shall be continuous between exterior shear walls and shall n or holes, contain any openings RR 25690 Page 3 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 25 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK 11 GROVE E N G I F. E r p I N r3 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Custom Cooler Incorporated Re: Custom Cooler incorporated Prefabricated dcl Refrigeration Panels for Walk-in Coolers and Freezers t . 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 are 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 joh hut not less than two per width of panel (Width of panel = 46 1/2"). 9. Allowable loads for shear walls and diaphragms are not applicable to buildings incorporating structural steel framing. 10. No increase in allowable stresses is allowed for the values indicated above for short duration of loads due to wind or seismic forces. 11. All design values and methods not included in this report shall be in accordance with requirements of the 2017 Angeles City Building Cade. DISCUSSION The clerical modification is to update the report to the 2017 Los Angeles City Building Code, The report is in compliance with the 2017 Los Angeles City Building Code. The approval is based on tests on the foam per requirements of Sec. 2603 of the 2017 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 Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. RR 25690 Page 4 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 26 of 29 Wood Frame Foam Frame Tension parallel to panel face 386 168 Shear along longitudinal cdee 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 joh hut not less than two per width of panel (Width of panel = 46 1/2"). 9. Allowable loads for shear walls and diaphragms are not applicable to buildings incorporating structural steel framing. 10. No increase in allowable stresses is allowed for the values indicated above for short duration of loads due to wind or seismic forces. 11. All design values and methods not included in this report shall be in accordance with requirements of the 2017 Angeles City Building Cade. DISCUSSION The clerical modification is to update the report to the 2017 Los Angeles City Building Code, The report is in compliance with the 2017 Los Angeles City Building Code. The approval is based on tests on the foam per requirements of Sec. 2603 of the 2017 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 Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. RR 25690 Page 4 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 26 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK ROVE ENGINEERING Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for and Freezers alk -in Coolers This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this department has determined that all conditions of this Approval have been met in the project in which it is 10 be used. Quan Nghiem, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone- 213-262-9816 Fax- 213-202-9943 RE25EW1115W...wd2013 RO EPI7 11.1117114033 2613 Attachment: Panel Connection Detail (2 Pages). RR 25690 Paee 5 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 27 of 29 STRUCTURAL ENGINEERING CALCULATIONS Project Location: TAMARACK GROVE TGE Name: COSTCO #006 TUKWILA, WA Job Number: TGE17-8723 E 4 CIA EC 4 V 13 RR EXT 25690 ATTACHMENT 1 PANEL CONNECTIONS EXL_..._.. fj'IG# DANS 2X4 CAULKING FO FOAM /METAL METAL ���,� • Iii 1Y ` W_..... PLUG BUTT % CAM LOCK FASTENER PLUG BUTTON SILICONE / INTERIOR SILICONE CAM LOCK FASTENER WALL INTERIOR TO WALL TO WALL FOAM FRAME WALL CONT. TOP CAP W/18 X 5/8" TEK SCREWS WALL CEILING WOOD FRAME 1" X 6" CONT. 26GA GAM STEEL TOP CAP 18 X 5/8" TEK SCREWS 3/8" X 8" LAG BOLT AND WASHER METAL CAULKING /8 ' X 6" LAG BOLT WITH AND WASHER METAL '••�i•�i?4 CEIUNG PANEL .iPiO :47.tea, li��.�.�b�.��� _ '�D�irii�i* r ie�e� j f; 3.: rt Yfi. ni .. CEIUNG PANEL NSF GASKET ♦10 i . 1►� 2x WOOD �� pyl. e NSF GASKET P�4t •a ��� FOAM TO WALL s;i:,14-i` WALL PANEL TO WALL CEILING FOAM FRAME UJOOD FRAME CONT. TOP CAP W/118 X 5/8" TEK SCREWS.iW7 WALL CEILING LAG SCREW METAL CEIUNG PANEL -711 �re1"�lSif 7 :4 TO WALL UJOOD FRAME CAM LOCK 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 28 of 29 STRUCTURAL ENGINEERING 4 - � ' Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 CALCULATIONS TAMARACK 1 GR VE E !4 G I t. E E II I RR 25690 4TTACN' E \ T 2 WALL TO FLOOR CQ\NECTIONS EXTERIOR INTERIOR INTERIOR CLASS I WALL PANEL W COL RETHANE CLASS I WALL PANEL W/TAL POLYURETHANE 26GA. GALV. METAL FOAM CORE SKIN FQAM CORE SKIN 3/4° X 3/4' X 16G4 3/4" X 3/4" X 16GA. GALV. STEEL ANGLE +4+i; +�i GALV. STEEL ANGLE EXTERIOR ;: y*: r ..••a ;i + 4', 114 X 3" TEK SCREWS • 'r • �+iii .4,a 44 ••• SCREWS3" TEK rAli K S �, FLOOR PANEL /aiii:::4: 1:::itOO*: �1,i��'''letkri.si�!'i*i''i'''i Sigg 1' LONG HILTI PIN (X-ZF 32P8) TO WALL TO CONCRETE FLOOR (BALL PRE -FAB FLOOR C) INTERIOR CLASS I INTERIOR POLYURETHANE FOAM CORE EXTERIOR p;+4.i+A' WALL PANEL W/ 26GA GALV. METAL CLASS I WALL PANEL W/ SKIN POLYURETHANE 26GA. GALV. METAL FOAM CORE SKIN 1 1/2' X 1 1/2' X 16GA. GALV. STEEL ANGLE 1 1/2' X 1 1/2' X 16GA. :+•++ X14 X 3° TEK EXTERIOR '44" GALV. STEEL ANGLE •+,++++++� +++++++i� +i+ir+i fr/.77%) PS- OPe2 &)2.fa-i2 k,C3i,a,7 /42,47/ /e2,x, ii/ RECEIVED CITY OF TUKWILA SEP 2 8 2018 PERMIT CENTER 8/1/2018 City of Tukwila Department of Community Development BRYAN SANDQUIST 5102 20TH ST E, STE 102 FIFE, WA 98424 RE: Permit No. D18-0030 COSTCO - FOOD COURT 400 COSTCO DR Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/10/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/10/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Ui Rachelle ipley Permit Technician File No: D18-0030 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development February 15, 2018 BRYAN SANDQUIST 5102 20TH ST E, STE 102 FIFE, WA 98424 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0030 COSTCO WHOLESALE - 400 COSTCO DR Dear BRYAN SANDQUIST, 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 INFORMATION 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. For exception of the last sheet "Custom Cooler Inc", some sheets were missing architectural or engineers stamp, or had stamp and signature without the date of signatures. Provided a new plan set with all sheets with the registered design professional and engineer with stamp, signature and include DATE of the signature. Structural calculation documents already comply. See general notes above. 2. The walk-in cooler shall have its own separate or independent mechanical permit. HVAC systems, Type I hood system shall also be independent mechanical permits. Note: Contingent on response to these corrections, further plan review may request for additional 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. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 rTh If you have any questions, I can be\e ched at (206)433-7165. Sincerely, kis/Air) Rachelle Ripley Permit Technician File No. D18-0030 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 January 2017 Re: Authorized Agent of Costco Wholesale To Whom It May Concern: This letter hereby authorizes Mostafa Ahanchi to act on behalf of the Construction Department of Costco Wholesale as Authorized Agent in regard to any Costco construction project in North America. He is authorized to sign all jurisdictional, service and utility related documents having to do with any Costco building or site under construction. Should you need any further information, please contact me at 425.313.8100. Sincerely, tr%r Ali M, - Sir .Sen; / Vice President of Construction RECEIVED CITY OF TUKWILA FEB 0 2 2018 PERMIT CENTER tV6 bO1,0 999 Lake Drive • 1ssagt ah, WA 98027 • 425/313-8100 • www:cosfca,com PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0030 DATE: 09/18/18 PROJECT NAME: COSTCO - FOOD COURT SITE ADDRESS: 400 COSTCO DR Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: on, leg Building Division �� C146 Public Works Fire Prevention Structural 1 I� 43 N/4- ,01-0-(e Planning Division a ❑ Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/18/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 9ERMIT COORD COPY (7-7 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0030 DATE: 08/28/18 PROJECT NAME: COSTCO - FOOD COURT SITE ADDRESS: 400 COSTCO DR Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: AT M 84t -it Building Division Public Works n PM g - l Fire Prevention Structural Planning Division nPermit Coordinator n • PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 08/30/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09/27/18 Approved Corrections Required Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 pPER��iT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0030 DATE: 02/28/18 PROJECT NAME: COSTCO - FOOD COURT SITE ADDRESS: 400 COSTCO DR Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Prk �1Nlr l� Building Division Public Works ❑ Fire Prevention Structural Planning Division nPermit Coordinator n • PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/01/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/29/18 Approved Approved with Conditions n Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY, PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0030 DATE: 02/05/18 PROJECT NAME: COSTCO WHOLESALE SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �0 1I Building Divisio Public Works Fire Prevention Structural u1 NIPr15S Planning Division ❑ Permit Coordinator ri PRELIMINARY REVIEW: DATE: 02/06/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWERcS INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/06/18 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERS INITIALS: DATE: Permit Center Use Only OIC6 CORRECTION LETTER MAILED: Departments issued corrections: Bldg [X Fire ❑ Ping ❑ PW ❑ Staff Initials: Y� f 12/18/2013 l isk PROJECT NAME: Cfw --;004 Cdtx�- PERMIT NO: 018-ao30 ORIGINAL ISSUE DATE: 3—I4-4 SITE ADDRESS: 110,0 Cpm r REVISION LOG REVISION NO.© DATE RECEIVED STAFF INIT�,ALS ISSUED DATE STAFF INITIALS Summary of evision: t `� Summary of Revision: f,oll v a) 14 ,vv lit%1(\Received byq*-- L/ r I B Summary of Revision: rti 4{, c ct h r) hNblo s lc 00 Receive by REVISION Nip. DATE RECEIVED STAFF ISSUED DATE / I LS STAFF INITIALS ISSUED DATE �, tb Summary of evision: t l Y ►'alm Yokeii( A i fi on Summary of Revision: xt leN 4? 114 a) 14 ,vv lit%1(\Received byq*-- L/ r I B C (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 1de ❑ Response to Incomplete Letter # Plan Check/Permit N Response to Correction Letter # Revision # after Permit is Issued i Revision requested by a City Buil 'ng specto r Plans Examiner 11] Deferred Submittal # Project Name: Project Address: Contact Person: Summary of Re ision: Phone Number: �' - / g 4/// CITY OF TUKIIVIIJ. SEP 18 2Ca PERMIT CENTE i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revi�aipn c Received at the City of Tukwila Permit Center by: Entered in TRAKiT on l `( 6 W:\Permit Center \Templates\Forms \Revision Submittal Formdoc Revised: August 2015 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction1Letter # Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Od -*/) Project Address: �� /;0216 Contact Person: 41275'5�Phone Number: .7' /".:1/�1 Summary of Revision: - o -r 1)4/2./;/. -1‘,1 RECEIVED CITY OF TUKWII AUG 2 8 MS PERMIT CENTER=' Sheet Number(s): "Cloud" or highlight all areas of revision includin date of revis Received at the City of Tukwila Permit Center by: [._Entered in TRAKiT on ,24"( W:\Permit Center\Templates\Forms \Revision Submittal Formdoc Revised: August 2015 n7N Date: 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 Via REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D 18-0030 ❑ 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: COSTCO WHOLESALE Project Address: 4002COSTCO DR ?rya & u,` 9- Summary of Revision: 2 Vl ev .4 115 (co aV k ) two/ S W/avec , Zcd ¢- IL- ei454-c S % 1,1/4f f iyitaI-Vr ej /92.6r fieg v/ Contact Person: Phone Number: Z33 —3Y/ —8yo z. RECEIVED FEB 2 8 2018 Sheet Number(s): "Cloud" or highlight all areas of revision including revision Received at the City of Tukwila Permit Center by: ---Entered in TRAKiT on - �- `l3 1 6 W:\Permit Center (Brenda»Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 REFRIGERATION UNLIMITED I Home Espanol Contact. Safety & Health Claims & Insurance k Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing REFRIGERATION UNLIMITED INC Owner or tradesperson Principals KNUTZ, KURT LEROY, VICE PRESIDENT PATRICK, RICK L, CHIEF EXECUTIVE OFFICER KNUTZ, ADAM L, MEMBER Doing business as REFRIGERATION UNLIMITED INC WA UBI No. 601 920 980 5102 20th st east ste 102 Suite 102 FIFE, WA 98424 253-474-3100 PIERCE County Business type Corporation Governing persons KURT L KNUTZ RICK L PATRICK; SEAN PATRICK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. REFRIUI011KS Effective — expiration 05/10/1999-10/20/2018 Bond Ohio Cas Ins Co $12,000.00 Bond account no. 023024241 Received by L&I Effective date 03/20/2013 03/15/2013 Expiration date Until Canceled GREAT AMERICAN INS CO OF NY Bond account no. 790286534220 $6,000.00 Received by L&I Effective date 03/27/2003 04/09/2003 Expiration date Until Canceled Help us improve haps://secure.lni.wa.gov/verify/Detail.aspx?UBI=601920980&LIC=REFRIUI011 KS&SAW= 3/2/2018 FOOD SERVICE EQUIPMENT LIST EQ ID DESCRIPTION DETAILS!REMARKS 001 DETERGENT PACKAGES 004 HAND SINKS WITH KNEE VALVE, SEE DETAILS 28/M-2, 21A202 006 WALL FLASHING (SIZED TO SINK) GC TO ADHERE TO WALL 011 PAPER TOWEL DISPENSER 013 CASH REGISTER PACKAGES 016 INSECT LIGHT MGR COORD INSTALL 800 WALL SHELF PACKAGE 801 WORK TABLE 805 MOBILE WORK TABLE 806 TABLE WITH SINK 807 STAINLESS STEEL COUNTERTOP 808 STAINLESS STEEL CABINET 809 DOUGH PRESS W/ CORD SET 811 DOUGH PRESS TABLE 813 PIZZA PREP TABLE SELF-CONTAINED W/ SHELF 815 PIZZA PAN RACKS 816 PIZZA CUTTING TABLE (POLYTOP) 817 HOOD PACKAGE SEE DETAIL 19/M-4 819 PIZZA SAUCER 821 STACKED CONVEYOR OVEN SEE DETAIL 15/M-5 823 HOT DOG COOKER 831 SMOOTHIE MACHINE 838 WATER FILTER SYSTEM 839 WATER BOOSTER PUMP WATER STUB BY GC 840 STAINLESS STEEL SHELF AT PIZZA PASS-THRU PER DETAIL 3/A202 845 SYRUP RACK PACKAGE EXISTING 851 MENU PANEL PACKAGE SEE ELEVATIONS 856 YOGURT MACHINE GC TO INSTALL PLUGS 858 REACH -IN FREEZER 860 124" POWER SOAK SINK WALL FLASHING (SIZED TO SINK) 864 REMOTE PRINTER SHELF 865 REMOTE PRINTER PACKAGE 874 MOBILE EQUIPMENT STAND 8 ,---MER-C,I1ANPL8k5-----..----.."-------,-----m-----,,----.,------.. t------.a----.„----.,,o'---...f---‘,.o---,,---..----.. 886 HAMBURGER UNIT REFRIGERATOR NSF CERTIFIED 887 HAMBURGER HOLD & SERVE DRAWER NSF CERTIFIED -8__A_Kbicirdi,r_r-Asut,,-____-,,,,...—,-_-,,,---,,,,...._.,—..--L.-- ,---,,----------- --..: 889 TABLETOP WARMER 892 CO2 DETECTOR ALARM REPEATER 893 PIZZA BOX WARMER 894 CO2 CENTRAL DISPLAY Z MIN 'L - SHAPED16 GA SATIN FINISH STAINLESS STEEL ®AT CORNER ! " dd equipment / • 1 1/4' LONG MTL HUGGERS" AT 10 DEGREES • TYPICAL END - SHAPED' 16 GA SATIN FINISH STAINLESS STEEL ®AT WING WALL SCALE: NTS FRPP WHERE OCCURS DOUBLE STUD NOTE: - EXTEND CORNER GUARDS TO FINISH FLOOR WHERE POLYMER BASE OCCURS UNO - FULL HEIGHT OF OPENING, UNLESS NOTED OTHERWISE - ADHESIVE TO WALL CORNER GUARDS (CG) SCALE: 3" = 1-0" CURB SIMI ADD REBAR FIN FLR = SST PANEL ON GFP CONT SEALANT BY GC POLYMER CONCRETE CURB AT PIZZA OVEN I SCALE: 3" = 1-0 STUD BEHIND TRIM 5/8° GYPSUM FIBER PANEL \ W/ TAPED FINISHED JOINTS CONTINUOUS SEALANT COOLER WALL OR CEILING WHERE OCCURS FASTENERS AT 12" OC, MAX, TYP STAINLESS STEEL WALL PANEL *EDGE TRIM ©PANEL JOINT ©INSIDE CORNER CONTINUOUS SEALANT ()CURB CURB, SIM NOTE: TYPICAL AT ALL PANEL JOINTS - INSTALL FULL BED OF SEALANT IN TRIM PIECE, AND THEN PUSH PANEL INTO PLACE FOR FULL EMBEDMENT ©OUTSIDE CORNER STAINLESS STEEL PANEL JOINTS ROOF FLASHING ABOVE EQUIPMENT PLAN SCALE: 1/4" = 1'-0" WALL TYPES 3 5/8" METAL STUDS UNO AT 16" OC WITH MATERIAL AND FINISH PER SCHEDULE // //////////////,/ PRE -FABRICATED COOLER WALL PANEL STUCCO EMBOSSED WHITE GALVANIZED FINISH • 6 4 add windows and extending wall ABOVE ABOVE TYP add equp. UNDER, TYP. FOOD SERVICE 13 0 14 4'-0" 6-0" FIXED WINDOW SSTCG ABOVE ABOVE FOOD PREP Rik jlosi _ 15 18 IIIIIII 24.-9 1/2" ROOM FINISH SCHEDULE LOCATION ROOM NUMBER ROOM NAME AREA (SF) FLOOR BASE WALL CEILING 1 DETAILS/REMARKS MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HT FOOD SERVICE 181 FOOD SERVICE 363 SF EXIST. CONC. NOTE 1 CONC. NOTE 1 NOTE 2 NOTE 2 NOTE 2 NOTE 2 9'-0" CURB DETAIL 12 182 FOOD PREP 496 SF EXIST. CONC. NOTE 1 CONC. NOTE 1 NOTE 2 NOTE 2 NOTE 2 NOTE 2 9'-0" CURBS DETAILS 11, 12 184 FOOD PREP 341 SF EXIST. CONC. NOTE 1 CONC. NOTE 1 NOTE 2 NOTE 2 NOTE 2 NOTE 2 9'-0" CURBS DETAILS 11, 12 183 COOLER 196 SF EXIST. CONC. NOTE 1 CONC. NOTE 1 NOTE 2 NOTE 2 NOTE 2 NOTE 2 10.-0" CURB DETAIL 12 FINISH KEY NOTES 1. POLYMER FLOORING COLOR AND TEXTURE TO MATCH EXISTING WHERE OCCUR 2. WALK-IN COOLER WALL AND CEILING PANEL SYSTEM BY CUSTOM COOLER, INC. MANUFACTURER. 3. SST ON GFP- FULL HEIGHT BEHIND OVEN WHERE OCCUR PER DETAIL 9/A201. FRPP ON FRP FULL HEIGHT 4. SUSPENDED CEILING GRID AND TILE PER DETAIL 4/A202. SEE SPECIFICATION SECTION 211300 FIRE SUPPRESSION SPINKLER METAL INSULATED PANEL (SIO) WHERE OCCUR 3-5/8" METAL STUDS - UNO 5/8" GYPSUM FIBER PANEL - UNO FRPP FULL HEIGHT GC NOTE: CONTINUOUS SEALANT, BY GC 3/4" CHAMFER POLYMER BASE INTEGRAL WITH FLOORING - EXTEND OVER TOP OF CURB CONTINUOUS #4 #4 AT 36' OC MAXIMUM AND WITHIN 12" OF CORNER- 3/8" RADIUS, MINIMUM TYPICAL FIN FLR = ‘1,2 0'-0" U,L POLYMER CONCRETE CURB AT TYPICAL STUDS SCALE: 3" = FOOD PREP FOOD PREP 5/8" GYPSUM FIBER PANEL - FULL HEIGHT POLYMER CONCRETE CURB - 4 SIDES, SIM 2-0" SO POLYMER FLOORING DRAIN PER PLUMBING L (LOOKING AT BACK WALL) FIN FLRT ut. \-!F 4 relocate sink P • ,,, . , , , , , , , ,, , ,,,,, , , , • ,,,,, • . ,,,,,, OPEN \/ OPEN 12 01 CURB 13 816 FOOD SERVICE - WAREHOUSE WALL SCALE: 1/4" = 1'-0" 2 01 CURB 811 FOOD PREP - CENTER WALL 6' " FIXED WINDOW A k!! Xi ABOVE O.-8" 17 POST SIGN AT DOOR 'THIS DOOR IS BLOCKED' 5' " OPENING COOLER 4 add/ relocate mop sinks 6A A201 SST CORNER GUARD (TYP.) SST CORNER GUARD (TYP.) TELEPHONE SLAB REPAIR SEE A101 DEMO PLAN AND STRUCTURAL (VIF.) 12'-3" 6-11 1/2" 5'-0" OPN'G NOTE: TYPE-1 EXHAUST HOOD. SEE SECTION 212300 AND CAPTIVEAIRE SUBMITTAL. CONTRACTOR TO PROVIDE SUPERVISED MONITORING OF THE ANSUL SUPPRESSION PER NFPA 72 STANDARDS THROUGH THE EXISTING BUILDING ALARM SYSTEM FFICE reloc a er heater above platform EXISTING MECHANICAL PLATFORM ABOVE SHOWN DASHED WALL MOUNTED WATER HEATER, ABOVE PLATFORM (V.I.F.) --PLATFORM EXTENSION PER GC I ! ! I , 1 I ! I ! REVISIONS No changms shall be made to the scope - I et Work winintit prior approval of Twr,vii-La Duilthng Division CO7.1. F:CV:3J3i1D requiro a new plan subrnittai ar,z1may include adriiiionalp/an review fee* RELOCATED ACCESS LADDER .. :i ! , : x o x : . 4 ! , , : ...._ ......_ 44. FILE COPY Permet No. 'DI S- 0030 Plan review is subject to errors and omissions. t.:-..proval of construction documents does not authorize v!olaticn c cny adapted coda or ordinance. Receipt of 4,provod Field C p conditions is acknowledged: Date: , • • City f Tukwila BUILD! G DIVISION 201 CURB SST PANEL - POLYMER ON FULL HT OF CONCRETE CURB WALL, SIM 8'-2" STAINLESS STEEL PANEL FOOD PREP BACK WALL SCALE: 1/4" = POLYMER ON CONCRETE CURB NOTE: TYPE-1 EXHAUST HOOD. SEE SECTION 212300 AND CAPTIVEAIRE SUBMITTAL. CONTRACTOR TO PROVIDE SUPERVISED MONITORING OF THE ANSUL SUPPRESSION PER NFPA 72 STANDARDS THROUGH THE EXISTING BUILDING ALARM SYSTE CURB 4 add equp. A FOOD SERVICE - CENTER WALL SCALE: 1/4" = 1-0" FOOD PREP - END WALL 889 /opening L 0 SOAP DISPENSER (siO) SEPARATE PERMIT RKUiRED FOR: a/acs:rical te'/Cas NOV Ci'V of Ttetwila D ioD CURB BACKING SUPPORT REQUIRE FOR HAND SINK (TYP.) FOOD PREP WALL 15 tr\I opening SOAP DISPENSER (SIO) SCALE: 1/4" = 1-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2018\4 City of Tukwila BUILDING DIVISION REVISION RECEIVED CITY OF TUKWILA PERMIT CENTER CURB - t19-003-0 FOOD PREP - END WALL TUKWILA, WASHINGTON LOCATION #006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1101 Second Ave, Ste 100 Seattle, WA 98101 KEY PLAN ENTRANCE AREA OF WORK \ BRIAN J. BONAR, ARCHITECT 97/ 5 REGISTERED ARCHITECT BRIAN J. BONAR STATE OF WASHINGTON MG2. All rights reserved. No pad of this document may be reproduced in any fo m or by any means without permission in writing from MG2. DATE DESCRIPTION 2/26/18 issued for permit submittal 4/20/18 permit corrections 2 5/16/18 owner revisions 3 5/16/18 health permit correction 4 8/24/18 post permit revision 93-0440-32 PM: KEN WONG DRAWN: DM EQUIPMENT PLAN, ELEVATIONS AND DETAILS SCALE: 6" = 1 '-0" 1113 SCALE: 1-1/2" = 1'-0" 18 SCALE: 1/4" = 1'-0" 19 SCALE: 1/4" = 1'-0" 0 SCALE: 1/4" = 1-0" A201 co -a E tr) o fU c co 0 rn a ei 0 0 N tU 0 co co v i 0 0 d L u u L N ti a 0 0 IL i ti 3 H LA_pre88\87022\87022033\Costco GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location - Costco Wholesale - Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2015 International Building Code (IBC) 3. DESIGN LOADS a. Roof Live Load b. Seismic c. Wind Load d. Dead loads e. Special Loads f. Load Combinations 25 psf Risk Category II Ss = 1.433, S1 = 0.534, le = 1.0, Site Class "D", SDS = 0.956, SD1 = 0.534 Seismic Design Category = D Basic Seismic Force Resisting System(s) = Light frame wall system using flat strap bracing. CS = 0.167 (ASD), R = 4. Equivalent lateral force procedure was used. Basic wind speed 110 mph Exposure C Importance Factor 1.0 Weight of structure. The following special Toads are to be considered: Mechanical equipment on roof. Sprinkler lines, canopy & other reactions as noted on structural drawings. All Code required load combinations are to be used in the building design. Column reactions from these load combinations are to be given to OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. LIGHT GAGE STEEL FRAMING: VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY CERTIFICATION OF WELDERS. ABBREVIATIONS ARCH. ARCHITECT BAL. BALANCE B. OR BOT. BOTTOM BTWN. BETWEEN BLDG. BUILDING BRG. BEARING C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE C.S.J. CLOSURE STRIP JOINT EA. EACH E.E. EACH END E.F. EACH FACE E.J. EXPANSION JOINT EL. OR ELEV. ELEVATION E.N.W. OR ENW ENGINEERS NORTHWEST EQ. EQUAL E.S. EACH SIDE E.W. EACH WAY F.O.C. FACE OF CONCRETE F.O.S. FACE OF STUD F.O.W. FACE OF WALL FTG. FOOTING GA. GAGE GALV. HOT DIP GALVANIZED G..B. GYPSUM WALL BOARD H. OR HORIZ. HORIZONTAL I.B.C. INTERNATIONAL BUILDING CODE I.C.C. INTERNATIONAL CODE COUNCIL I.F INSIDE FACE INC. INCLUDING K KIP (1000 POUNDS) L.W. LONG WAY M.B.S. METAL BLDG SUPPLIER N.F. NEAR FACE N.T.S. NOT TO SCALE oc . ON CENTER O.F. OUTSIDE FACE O.S. OUTSIDE O.T.O. OUT TO OUT M.O. MASONRY OPENING PL PLATE REINF. REINFORCING REM. REMAINDER R.O. ROUGH OPENING SECT. SECTIONS SIM. SIMILAR S.J SHRINKAGE JOINT STL. STEEL SW SHEARWALL SYMM. SYMMETRICAL T. TOP T..B. TOP OF BEAM T..F. TOP OF FOOTING T..S. TOP OF STEEL TOP OF SLAB T..W. TOP OF WALL TYP. TYPICAL AT ALL SIMILAR PLACES U.N.O. UNLESS NOTED OTHERWISE V.E.F. VERTICAL EACH FACE VERT. VERTICAL V.F.F. VERTICAL FAR FACE VFY VERIFY V.I.F. VERTICAL INSIDE FACE V.N.F. VERTICAL NEAR FACE V.N.F. VERTICAL OUTSIDE FACE W.A.B.O. WASHINGTON ASSOC. OF BUILDING OFFICIALS w/ WITH w/o WITH OUT W.H.S. WELD HEAD STUD @ AT EXTEND PAST (E) URLIN (N DF#24x6 (N DF#24x6 (N) LAG SCREW PER SECTION 7/S2.1 @ EA. CORNER INTO 4x & (E) PURLIN. LIGHT GAGE & MISC. PARTS SCHEDULE ITEM CALLOUT MINIMUM PROPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS Fy (K.S.i.) I(in.4) S(in 3) A(in.2) ry SSMA I.C.C. ESR-3064P C12 HEADERS ** (22'-8" MAX. SPAN) (2) 12" x 1 5/8" x 14GA. 50 36.80 5.29 2.24 1.44 (2)1200S162 - 68 (50ksi) C8 HEADERS ** (TYP. U.N.O.) (1Z-0" MAX: SPAN) (2) 8" x 1 5/8" x 16GA. 50 11.20 2.46 1.34 1.39 (2)800S162 - 54 (50ksi) RIM JOISTS & BLKG. ** 8" x 1 1/4" x 16GA. 50 4.75 1.16 0.59 0.31 800T125 - 54 (50ksi) C12 (SPCL.) HEADER CAPS T.& B. 4" x 1 1/4" x 16GA. 50 0.90 0.43 0.37 0.37 400T125 54 (50ksi) CEILING JOIST** 8" x 1 5/8" x 16GA. 50 5.74 1.43 0.67 0.54 800S162 - 54 (50ksi) CEILING TRACK** 8" x 1 1/4" x 16GA. 50 4.75 1.16 0.59 0.31 800T125 - 54 (50ksi) WALL TOP TRACK ** (U.N.O.) 3 5/8" x 1 1/4" x 16GA. 50 0.72 0.38 0.35 0.37 362T125 - 54 (50ksi) WALL TOP TRACK ** (SPCL.) 3 5/8" x 1 1/4" x 12GA. 50 1.34 0.67 0.62 0.36 362T125 - 97 (50ksi) WALL BOT. TRACK ** (U.N.0.) 3 5/8"x 1 1/4" x 16GA. 50 0.72 0.38 0.35 0.37 362T125 - 54 (50ksi) WALL STUDS 3 5/8" x 1 5/8" x 20GA. 33 0.55 0.30 0.26 0.61 362S162 - 33 WALL TOP TRACK** 6" x 1 1/4" x 16GA. 50 2.34 0.76 0.48 0.34 600T125 - 54 (50ksi) WALL BOT. TRACK** 6" x 1 1/4" x 16GA. 50 2.34 0.76 0.48 0.34 600T125 - 54 (50ksi) 0 WALL STUDS 6"x 1 5/8" x 20GA. 33 1.79 0.60 0.34 0.58 600S162 - 33 WALL STUDS (SECT. 1/S2.2) 6"x 1 5/8" x 18GA. 33 2.32 0.77 0.45 0.58 600S162 - 43 O 16GA STRAPS (IN CEILING) WIDE x 16GA. FLAT STRAP ALT. 1 1/2" x 16GA. C.R.G. 50 - - - - SEE CEILING BRACING SCHEDULE 1 1/2" x 20GA. BRACING STRAPS (HORIZ. IN WALLS) 1 1/2" WIDE x 20GA. FLAT STRAP ALT. 1 1/2" x 16GA. C.R.C. 33 - 0 16GA STRAPS (DIAGONAL IN WALLS) WIDE x 16GA. FLAT STRAP 50 - - - - SEE WALL BRACING SCHEDULE 2" x 2"ANGLE GAGE TO MATCH SUPPORTED MEMBER 33 - - - - SCREWS (MTL. TO MTL.) #8-18 x 1" HWH #2 OR PPH #2 HILTI w/ S/E"0 MIN. HEAD SCREWS (G.W.B. TO MTL.) #10-24 x 1 1/2" PWH #3 HILTI WALL & BOTTOM TRACK ANCHORS #DS37P10 (0.177" 0 X 1 1/2" LOW VELOCITY DRIVE PINS HILTI I.C.C. ESR-1663 UNISTRUT P1001 NOTES: 1.) -* SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. 2.) SINGLE FRAMING MEMBER SHOWN THUS: C 3.) DOUBLE FRAMING MEMBER SHOWN THUS: (U.N.0.) C<I 1/4" = 1'-0" EXTEND 6" PAST (E) PURLIN DOOR TO BE WELDED SHUT PER ARCH CAL UNIT PARTIAL ROOF FRAMING PLAN NOTES: 1. ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW (N). 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 4. VERIFY ALL DIMENSIONS w/ ARCH. i To x x o o x FOOD SERVICE CEILING FRAMING PLAN NOTES: 1/4" = 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 4. VERIFY ALL DIMENSIONS w/ ARCH. (N) MECHANICAL NIT 235# MAX. (N) MECHANICAL UNIT 235# MAX. CU REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2018 City of Tukwila BUILDING DIVISION AREA OF WORK RECEIVED CITY OF TUKWILA AUG 28 2018 PERMIT CENTER KEY PLAN N.T.S. CO 0 N !D N N O 06-13-2018 o 0 N 0.1 DRAWING SUBMITTALS SUBMIT FOR PERMIT PERMIT RESUBMITTAL FINAL PERMIT SET SUBMIT FOR BID SUBMIT FOR CONSTRUCTION O Iz DATE 06-20-2018 08-24-2018 DRAWING REVISIONS AS NOTED PERMIT RESUBMITTAL Iz as FOOD SERVICE FRAMING PLAN, SCHEDULES AND GENERAL NOTES 1 z LU U J W 03 p Woo co W�� C 00 Ce0J W0 c O I- 0 LL JOB NO: 87022033' ENGINEER: M. PEDERSLIE DRAWN: D.T. DATE: 08-02-2017 SHEET NO: s1.1 Li\_pre88\87022\87022033\Costco Tukwila-SU-Food Service Framing Plan-48-87022033.dwg, 08-24-18, 11157am, davet, 48 NEW SLAB EXIST. SLAB LIGHTLY GREASE DOWEL THIS SIDE PRIOR TO POUR & AFTER EPDXY TO EXIST. SLAB NEW CONCRETE SLAB MATCH MAIN BLDG. SLAB THICKNESS & REINF. VFY. MATCH EXIST. COMPACTED SUBGRADE BY OTHERS EXIST. SLAB 5/8"0 x 9" SMOOTH ROUND DOWELS @ 18" oc. EPDXY TO EXIST. SLAB w/HILTI HIT-HY 200-R ADHESIVE. EMBED 4 1/2" w/SPECIAL INSPECTION, ORIENT PERPENDICULAR TO EXIST. SLAB SAW CUT EDGE AND LEVEL w/ HORIZONTAL PLANE SLAB REPAIR/REPLACEMENT JOINT SECTION (N/A FOR DUCTILCRETE SLABS) 4g.101( 40 3 SCREWS 1 TYP. NON LOAD BEARING HEADER CUP FLANGES OFF & LAP TOP TRACKS TYP. 4 SCREWS MIN. (2) SCREWS @ 16"oc TOP & BOT. @ HEADER BEARING HEADER PER SCHEDULE SINGLE WINDOW SILL TRACK 16GA. 3/4" = LOAD BEARING HEADER TYPICAL WALL HEADER DETAIL HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE BELOW. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON -BEARING (U.N.O.) LAP HEADER OVER 2 JAMB STUDS w/4 SCREWS TO EA. STUD EA. SIDE (8 TOTAL) 20GA. CLOSURE TRACK AS REQUIRED 2 SCREWS @ 48"oc STUD TO STUD SECTION (N/A FOR DUCTILCRETE SLABS) 3/4" = 1.-0" STRAP PER SCHEDULE DRIVE PINS @ 24"oc MAX. & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) PROVIDE (2) @ EA. JAMB TRACK BLOCKING TO MATCH STUDS, PLACE @ 10'-0"oc MAX. ALONG WALL & @ EACH END OF WALL BEND UP 4" @ EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS @ 16"oc OR 24"oc PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (1) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. EA. SIDE (SEE SCHEDULE). NOTE: SEAT STUD WEB TIGHT TO TRACK WEB @ TOP & BOT. OF STUDS TYPICAL WALL, BLOCKING & STRAP DETAIL STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. 4x6 D.F. #2 P.T. 1/20 LAG SCREW @ EA. CORNER INTO EXISTING FRAMING BELOW (4' EMBED) t--- C.G. OF MECH. UNIT 1/2"0 LAG SCREW @ EA. 4x INTO GLB. (EMBED 4") SIMPSON "HU46" HGRS. TYP. MECH. UNIT & MAX. WT. PER PLAN. NOTE: ATTACHEMENT OF MECH. UNIT TO CURB BY OTHERS METAL CURB BY OTHERS ATTACH TO 4X W/10d COMM. @ 6" oc & 1/2" 0x4" LAG SCREW @ EA. CORNER EXIST. PLYWOOD ROOF SHEATHING TYPICAL LIGHT GAGE FRAMING DETAILS 3/4" =1.-0" SECTION EXIST. GLB PURLIN 3/4" = 1.-0" NOTE: ATTACHMENT OF MECHANICAL UNIT TO APAPTER CURB BY OTHERS. ATTACHMENT OF ADAPTER CURB TO (E) CURB BY OTHERS (N) ADAPTER CURB (E) CURB SECTION S.J. GA S.J: < (75 S.J. 4 4 < 4 co 4 co to 4 <1 A PARTIAL FOUNDATION PLAN NOTES: 1. ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW (N). 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 4. VERIFY ALL DIMENSIONS w/ ARCH. 1/4" = 1'-0" (N) MECH. UNIT WEIGHTS & LOCATIONS PER PLAN EXIST. G.L.B. PURLINS 3/4" =1.-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 30 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 28 2018 PERMIT CENTER CO iS COCI C4 04 06-13-2018 CO '5 C S 1.7 0 DRAWING SUBMITTALS SUBMIT FOR PERMIT PERMIT RESUBMITTAL FINAL PERMIT SET SUBMIT FOR BID SUBMIT FOR CONSTRUCTION 0 Z DATE co "c7) corl' ci4 o' 08-24-2018 I DRAWING REVISIONS AS NOTED PERMIT RESUBMITTAL < <I 0 C.) w z 0 1— PARTIAL FOUND uJ u CO 0 > co 2 co w ° 0 5 > Ct 0 —1 co—>. 040D 0.41— u_ JOB NO: 87022033 ENGINEER: M. PEDERSLIE DRAWN: D.T. DATE: 08-02-2017 SHEET NO: S 1 II 2 PARTIAL PLAN SCALE: 1/16" = 1'-0" HVAC LEGEND k 24/48 1 Q� rr TV k NJ 0)1 —C— S OT ji Q 02 CONT. TYP. CFM DB DG WB MBH ESP EG RG CD RA SA CDF RGF CDFP RGFP CO VD MBS M.0 G.0 5.O.1.C. AIR DUCT — FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME DAMPER CEIUNG DIFFUSER SQUARE TO ROUND DUCT TRANSITION CONDENSATE DRAIN AIR CONDITIONER 11 THERMOSTAT THERMOSTAT (W/LOCKING COVER) SENSOR HUMIDISTAT CARBON DIOXIDE CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE DOOR GRILLE WET BULB TEMPERATURE 1,000 BRITISH THERMAL UNITS/HR. EXTERNAL STATIC PRESSURE EXHAUST GRILLE RETURN GRILLE CEILING DIFFUSER RETURN AIR SUPPLY AIR CEILING DIFFUSER WITH FIRE DAMPER RETURN GRILLE WITH FIRE DAMPER CEILING DIFFUSER FOOD PREPARATION RETURN GRILLE FOOD PREPARATION CLEAN OUT VOLUME DAMPER METAL BUILDING SUPPLIER MECHANICAL CONTRACTOR GENERAL CONTRACTOR SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR HVAC EQUIPMENT SCHEDULE-S.O.I.C. STRUCTURAL VERIFICATION EXISTING UNIT DATA SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES MFR/# HEAT ELECTRICAL (V/0/A) NET WEIGHTS NEW NET WEIGHTS REMARKS AC-3 AIR CONDITIONER FOOD SERVICE TRANE YHC120F4 RYA--06 125 MBH TOTAL COOLING, 111 MBH SENSIBLE, 81.6 AMB, 83.2 EDB, 66.2 EWB, 4000 CFM CO0.5" ESP, EER = 12.4, 200 MBH INPUT, 160MBH OUTPUT, 80% AFUE 460V/30 30 MCOP 20.6 FLA 64 215 CFM MIN 0/A 2400 CFM MIN 0/A FOR INTERLOCK WITH KEF-5 (2) (70) TRANE YHC120A4 RHA NATURAL GAS 200 MBH 460V//o 30 MCOP MCA CURB 11UNIT DUCT 2300 #:(E)TOTAL 1478 #:NEW UNIT 134 120 :ADAPTER 570 1(E)CURB :(E)DUCT 2302 #:NEW TOTAL NEW UNIT WEIGHTS 2# MORE THAN EXISTING CONDITION GENERAL NOTES — All equipment furnished by costco, installed by m.c. contact costco purchasing dept. to coordinate delivery time CO email: Iperry©costco.com — AC units provided with D.D.C. communications interface controlled by building management system by controls installer. sensor/t'stat S.I.O. sensors 0 +72", t'stats at 48" A.F.F. — Contractor to install all items listed in equipment submittal per manufacturers installation and operation manual — Roof curbs provided by M.B.S. unless otherwise noted (2) *MICROPROCESSOR CONTROLS *HINGED PANELS/2" MERV 8 FILTERS *STANDARD CONDENSER COIL W/HAIL GUARD *THROUGH THE BASE GAS & ELECTRICAL *POWERED CONVENIENCE OUTLET *FROSTAT & CRANKCASE HEATER *UNIT MOUNTED CIRCUIT BREAKER *LOW LEAK ECONOMIZER WITH FAULT DETECTION/DIAGNOSTICS *BACNET COMMUNICATIONS INTERFACE *FAN FAILURE SWITCH AND DISCHARGE AIR SENSING TUBE *OVERSIZED MOTOR *SINGLE ZONE VAV *STAINLESS STEEL HEAT EXCHANGER (70) UNIT SHALL BE CONTROLLED BY BMS. UNIT SHALL BE CAPABLE OF 50% OUTDOOR AIR, AND HAVE FACTORY INSTALLED MOTORIZED OUTSIDE AIR DAMPER SO THAT WHEN PIZZA OVEN HOOD SYSTEM IS OPERATING AC UNIT CAN PROVIDE MAKE—UP AIR TO FOOD SERVICE FACILITY HVAC EQUIPMENT SCHEDULE-S.O.I.C. SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES OU-17 AIR CONDITIONER FOOD SERVICE TRANE 4TXK8536A1 3 TON AIR COOLED CONDENSING UNIT, HEAT PUMP 1/4" LIQUID & 5/8" GAS LINES. 27 SEER 208V/10 35 MCOP 23 MCA 161 #:UNIT 74 LOCATED OUTSIDE ON ROOF (61) IU-17 AIR CONDITIONER FOOD SERVICE TRANE 4MXW8536A1 33.6 MBH TOTAL COOLING, 1200 CFM INDOOR UNIT POWERED FROM OUTDOOR UNIT 44 #:UNIT 74 LOCATED IN FOOD SERVICE (72) GENERAL NOTES — All equipment furnished by costco, installed — AC units provided with D.Q.C. communications sensors 0 +72", t'stats at 48" A.F.F. — Contractor to install all items listed in — Roof curbs provided by M.B.S. unless otherwise (61) LOCATE UNIT BY LANDSCAPING SUSPENDED (72) TO BE SUPPLIED WITH PROGRAMMABLE ELECTRONIC by m.c. contact costco purchasing dept. to coordinate interface controlled by building management system equipment submittal per manufacturers installation and noted FROM PARKING GARAGE PER DETAIL delivery time 0 email: Iperry@costco.com by controls installer. sensor/t'stat S.1.0. operation manual PUMP NIGHT SET —BACK THERMOSTAT AND CONDENSATE HVAC EQUIPMENT SCHEDULE - S . O . I. C . SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES HCC CONTROL CABINET PIZZA HOOD CAPTIVEAIRE SC—EM52011BY ETL LISTED WALL MOUNT CONTROL CABINET. INSTALLEDHOOD E.C. LOCATE PER ELECTRICAL DRAWINGS. CONNECTIONS FOR EXHAUST FANS, UGHTS, ROOM SENSOR, DUCT SENSOR AND USER INTERFACE. 208V/30 41 (11) HMI CONTROL MODULE KEF-5 CAPTIVEAIRE HMI HOOD CONTROL PANEL USER INTERFACE. 43 (E) EF-5 H000 EXHAUST FAN PIZZA HOOD CAPTIVEAIRE CASRE 18DD 2500 CFM ©1.25 " ESP.UL 762 LISTED, UP —BLAST, DIRECT DRIVE CENTRIFUGAL UTILITY SET. PROVIDE. WITH GREASE CUP AND RAIN COVER. CONTROLLED BY HOOD MANAGEMENT SYSTEM 3 HP 208V/39. 200 # INTER —LOCK WITH AC-3 0/A INTAKE & CONTROL MODULE. 24" SQ. ROOF OPENING 24" MINIMUM CURB HEIGHT H-3PI ON HOOD SERVICEFOOD CAPTIVEAIRE MODEL 6630ND-2—PSP—B, E.T.L. LISTED 3054804-001/002 TYPE I HOOD WITH FILTERS, LIGHTS & TEMPERATURE SENSOR, 18 GA. STAINLESS STEEL CONSTRUCTION. 842# 19 HRS ROOM SENSOR KEF-5 CAPTIVEAIRE ROOM TEMP SENSOR LOW VOLTAGE TEMP SENSOR MOUNTED IN SINGLE GANG ELECTRICAL BOX. 43 GENERAL NOTES: — ALL EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME ® FAX (425)313-6770. — CONTRACTOR TO INSTALL ALL ITEMS LISTED IN EQUIPMENT SUBMITTAL AS FIELD INSTALLED. INSTALL PER MANUFACTURERS INSTALLATION AND OPERATION MANUAL. (11) M.C. TO UNCRATE H.C.C. AND PROVIDE TO E.C. FOR MOUNTING AND LINE VOLTAGE CONNECTIONS. ALL LOW VOLTAGE CONNECTIONS BY M.C. AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * CDFP** PRICE SUPPLY LFDSS—SP 2051% PERFORATED LAY IN FOOD SERVICE RGFP** TUTTLE & BAILEY RETURN CT70DFB—SS 45' FIXED BLADE LAY IN FOOD SERVICE * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS — DIFFUSER IS NOT REQUIRED IF NOT ON PLANS ** DIFFUSER TO HAVE BRUSHED STAINLESS STEEL FACE. DO NOT PROVIDE WITH FILTER. MECHANICAL PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. NEW AC UNIT ON ADAPTOR CURB. REPLACE EXISTING AC UNIT WITH NEW AC UNIT. INSTALL ADAPTOR ON EXISTING CURB AND NEW AC UNIT ON ADAPTOR. CONNECT GAS AND CONDENSATE WHERE APPLICABLE. FIELD VERIFY SIZE, LOCATION AND DIMENSIONS OF EXISTING AC UNIT AND CURB. SCRAPE EXISTING GASKET AND ADHESIVE FROM CURB AND REPLACE WITH NEW NEOPRENE GASKET FOR BOTH ADAPTER CURB AND NEW UNIT. ADAPTOR CURB TO BE PRE—ENGINEERED BY THYBAR OR EQUIVALENT. FOR COORDINATION WITH THYBAR CONTACT BILL MARZEC (775-343-0600) ® THYBAR TO ORDER ADAPTOR CURBS. EXISTING STAINLESS STEEL CURBS TO BE EQUIPPED WITH STAINLESS STEEL ADAPTOR CURBS. G.C. TO SUBMIT STAMPED DRAWING FOR ADAPTOR CURB. SUBMITTAL TO INCLUDE CONNECTIONS BETWEEN EXISTING CURB & ADAPTOR CURB; AND CONNECTION BETWEEN ADAPTOR CURB & NEW AC UNIT; AND ADAPTOR CURB WEIGHT. 10 INSTALL NEW SPLIT SYSTEM. MC TO LOCATE NEW OUTDOOR UNIT ABOVE BEAM. MAINTAIN MINIMUM SERVICE CLEARANCE FROM EXISTING SKYLIGHTS AND UNITS. DEMO EXISTING EXISTING SUPPLY DUCTS INSIDE THATCHED AREA. DEMO (E) EXHAUST DUCT TO EXHAUST DROP. GENERAL MECHANICAL NOTES THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPLICABLE — M.C. SHALL ENSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES HVAC UNITS AND EXHAUST FAN. LABELS SHOULD BE IN 6" BLOCK LE. IIERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. — MAINTAIN A MINIMUM OF 10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. — COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OF PANELS — DIMENSIONS ARE TO COLUMN LINES. — APPLICABLE BUILDING CODE:2015 IBC APPLICABLE MECHANICAL CODE:201<5 IMC APPLICABLE ENERGY CODE:2015 WSEC — PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. — FIELD VERIFY -EXISTING FIRE SPRINKLERS AND DUCT DETECTORS. REINSTALL AND RECONNECT DUCT DETECTORS OR REPLACE WITH EQUAL. — ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. — RUN PIPING IN TRUSS SPACE PERPENDICULAR OR PARALI FI TO BUILDING JOIST OR GIRDERS. FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM. FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING AND SKYLIGHTS (E)12/12 CDFP'' 450 CFM I (TYP. OF 3) I FOOD SERVICE DEMO HVAC PLAN SCALE: 1/4" = 1'-0" (E)12/12 CDFP 445 CFM (TYP. OF 2) E)T—STAT TO RE DEMO (E) REURN DUCT RECEIVED CITY OF TUKWILA AUG 28 2018 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED • e:. v w w w x 0 UGUST 10, 2018 ISION DATE: od 0 CV FEBRUARY 23, w m Tn ARCHITECT REFERENCE NO:93-0440- J 0 3z zw r 0 0a. I- 0z cf) oz QO Dw w� me acr 0 za w I- C.)OF No wF om o� zo 0 PROJECT NO s 4"X6" TREATED WOOD SLEEPERS FASTENED TO ROOF DECK R R SPLIT SYSTEM AC OUTDOOR / UNIT MOUNTED TO SLEEPERS. BUILT—UP ROOF PROVIDE DECK I IL FOR SUPPLY & RETURN REFRIGERANT LINES. REFRIGERANT GAS SUCTION RETURN LINE REFRIGERANT LIQUID SUPPLY LINE FOOD SERVICE CEILING LIGHTS SPLIT SYSTEM AC INDOOR UNIT MOUNTED ON WALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. CONDENSATE FOR INDOOR UNIT TO CONDENSATE DRAIN. / FLOOR FOOD SERVICE SPLIT SYSTEM AC UNIT DETAIL SCALE: NONE PROVIDE WEATHER PROOF SEAL. VERIFY NO AIR LEAKS AT SEAMS. VERIFY OPERATION OF EXISTING SMOKE DEI ECTOR AND REPLACE AS REQUIRED. EXISTING AC UNIT & DUCT ELEVATION DETAIL SCALE: NONE ETL LISTING - # 3054804 001 MAKE: CAPTIVE AIRE MODEL: 6630ND-2—PSP—B (2)6.-9" X 5'-3" X 30" TYPE I HOOD-1 8GA. SS *HOOD TO BE PROVIDED WITH FACTORY INSTALLED 0" CLEARANCE HOOD TOP. NOTE: SUPPLY CLEANOUTS AT ELBOWS & EVERY 12' OF HORIZONTAL DUCT. 1" LAYER OF INSULATION FACTORY INSTALLED IN 3" END STANDOFF. FIELD CUT EXHAUST OPENING ALONG HOOD TO MINIMIZE OFFSETS IN 21" DUCTWORK. COORDINATE WITH STRUCTURAL FRAMING INSTALLER TO RELOCATED SUPPORT JOIST TO AVOID DUCTWORK. (TYP. OF 2) 66 66" HOOD PLAN VIEW NOTES: 1. MATERIAL: 304 S.S. INNER/ ALUMINIZED OUTER/ 3" INSULATION. 2. ALL ADDITIONAL SUPPORTS BY OTHERS. 3. FAN CURBS ARE 27 INCHES TALL ABOVE ROOF JOISTS. FAN ADAPTER PLATE (DW261 6TP) GAS PRESSURE REGULATOR EXIST. CURB/ PTER CURB EXISTING SA/RA DUCTS TO REMAIN 2 @ HOOD CONTROL CABINET CAPTIVEAIRE SC-EMS2011 (S.O.I.C) LOW VOLTAGE WIRING FOR HOOD TEMP. SENSORS BY M.C. LOW VOLTAGE WIRING FOR HVAC INTERLOCK BY M.C. (FOOD SERVICE ONLY) LINE IN FROM BUILDING POWER SUPPLY BY E.C. CAT 5 WIRING TO USER INTERFACE BY M.C. WIRING FOR ANSUL SYSTEM INTERLOCK BY E.C. HRS) —EXHAUST FAN —EXHAUST FAN —HOOD LIGHTS POWER OUT TO EQUIPMENT BY EC. SHUNT TRIP BREAKER FOR EQUIPMENT UNDER HOOD BY E.C. HOOD CONTROL SYSTEM SCHEMATIC SCALE: NONE 11 tr------ BY M.C. LI ( HCC LOCATED PER FI FCTRICAL DRAWINGS. CEILING CABLE FROM TO f HMI .)AND ( HRS ) 1/2"CONDUIT IN WALL TO ABOVE CEILING BY (HRS ) M.C. MOUNTED IN 1 —GANG BOX BY M.C. LOCATE PER PLAN HMI 3 MOUNTED IN 2—GANG BOX BY M.C. LOCATE PER PLAN SIDE VIEW 11 1 /2 CONDUIT IN WALL TO ABOVE CEILING BY M.C. ff L4g (HRS 072" 048" FRONT VIEW HOOD CONTROL USER INTERFACE DETAIL SCALE: NONE CLEARANCES HOOD OVERHANG BEYOND EQUIPMENT: CLEARANCE FRONT 6" SIDES 6" DISTANCE FROM OUTSIDE EDGE OF HOOD TO SURROUNDING MATERIALS: MATERIAL CLLAHANUL FRONT NON—COMBUSTIBLE 0" SIDES NON—COMBUSTIBLE 0" BACK LIMITED COMBUSTIBLE 3" TOP OPEN TO WAREHOUSE 0" CFM AIR FLOW FORMULA (PER UL LISTING): (TYP. OF 2) Q = 200xL = 200(6.5 FT) = 1 300 CFM MIN. DUCTS DUCT CONNECTION TO HOOD: (TYP. OF 2) DUCT SIZE: 1 2"0 = 0.79 SQUARE FEET DUCT CONNECTION TO FAN: DUCT SIZE: 16'0 = 1.40 SQUARE FEET MAKE-UP AIR SUPPLIED FROM FOOD SERVICE AC UNIT. NON —INSULATED, NON—COMBUSTIBLE CURB. NON COMBUSTIBLE FLASHING AROUND BASE OF CURS AND DUCT. EXHAUST DUCT UP TO FAN. CENTER DUCT BETWEEN EXHAUST RISERS. ADJUST TO LEFT OR RIGHT TO AVOID STRUCTURE AS REQUIRED. 1 /2" HANGER RODS & SUPPORTS AS REQ. BY M.C. SEE STRUCTURAL DRAWINGS. CLEAN OUT(TYP.) SUPPLY DUCT HANGING ANGLE CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 & ULC7IO STANDARDS E.T.L. LISTED 3054804-001 NOTES: • HOOD SHALL BE INSTALLED COMPLETE WITH FIRE SUPPRESSION SYSTEM AND SOLENOID VALVE AT FUEL LINE OR ELECTRICAL POWER SUPPLY OF EQUIPMENT. AUTOMATIC FIRE EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO THE FUEL SOURCE & ARRANGED TO AUTOMATICALLY SHUTOFF EQUIPMENT UNDER THE HOOD AND ANY MAKE UP AIR WHEN THE SYSTEM IS ACTUATED. SHUTOFF VALVES OR SWITCHES SHALL BE OF A TYPE THAT REQUIRES MANUAL OPERATION TO RESET. FIRE SUPPRESSION SYSTEM, INSTALLED BY C.C., SHALL BE CAPABLE OF SENDING AN ALARM SIGNAL TO THE MONITORING SERVICE WHEN ACTUATED. ALL SOLENOID VALVES, FUEL SHUTOFFS & EQUIPMENT INTERLOCKS AND SWITCHES SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. FIRE SUPPRESSION SYSTEM SHALL NOT RUN HORIZONTALLY WITHIN EXPOSED HOOD CAPTURE CAVITY. TO CONTACT APPROVED SUBCONTRACTORS FOR ANSUL SYSTEM INSTALLATION. FIRE CONTRACTOR TO PROVIDE REVIEW AND APPROVAL OF THE FIRE SUPPRESSION SYSTEM BY THE FIRE DEPARTMENT. GREASE DRAIN W/REMOVABLE CUP (TYP.) FPA' 111D2J.I. awn 9' 3" G.C. TO PROVIDE NEW TWO HOUR FILTERS FILTER CONFIGURATION AND AIR VELOCITY FOR HOOD: (TYP. OF 2) FILTER SIZE: 20"H x 20"W = 2.78 SQ. FT.(2.23 SF FA) NUMBER OF FILTERS: 4 TOTAL FILTER AREA: 4 x 2.23 SQ. FT. = 8.92 SQ. FT. AIR VELOCITY: 1500 CFM / 8.92 SQ. FT. = 1 68 FPM STATIC PRESSURE & EXHAUST FAN EXHAUST FAN CFM: 3000 CFM EXHAUST DUCT VELOCITY TO FAN: 21 43 FPM STATIC PRESSURE: GREASE FILTER 0.24" HOOD RISER 0.30" 12"0 DUCTS & FITTINGS 0.19" CONVERGING TEE 0.36" 1 6"0 DUCTS 0.07" 20% SF 0.23" TOTAL S.P. 1.39" 40" MIN'. EXISTING EXHAUST FAN. SEE DETAIL GREASE TROUGH HINGE CURB BY M.B.S. RATED FIRE WRAP ASSEMBLY (ASTM E2336 RATED) FOR EXISTING DUCT. 12/12 DUCT FACTORY INSTALLED HOOD TEMP. SENSOR. M.C. TO PROVIDE AND INSTALL LOW VOLTAGE WIRING TO HOOD CONTROL CABINET. CLEAN OUT (1 PER HOOD SECTION) (1YP) SUPPLY DUCT SIZE PER PLAN TOP OF HOOD OPEN TO WAREHOUSE/STRUCTURE ABOVE. LIMITED TRANSITIONS AS REQ. TO HOOD,COMBUSTIBLE 20" U.L. CLASSIFIED WALL PER BAFFLE —TYPE ARCHITECT GREASE FILTERS (TYP.) MANUAL PULL STATION. COORDINATE W/FIRE ALARM SYSTEM. ( HMI ) HOOD/EXHAUST CONTROL MOUNT ON BACK SIDE OF WALL TOWARD SERVING SIDE. SEE DETAIL PIZZA OVEN BY COSTCO GAS FIRED CONVEYOR OVEN. NO OFFSETS ALLOWED IN DUCTWORK = CONNECT NEW 2/12 DUCT TO EXISTING 14/14 EXHAUST DUCT. G.C. TO PROVIDE NEW TWO HOUR RATED FIRE WRAP ASSEMBLY (ASTM E2336 RATED) FOR NEW DUCT. mr ,a , Nopromwr..be 9vp 78" 1' PIZZA OVEN 5' 6" 80" 12"0 CAPTIVEAIRE INC PREFABRICATED DW GREASE DUCT. FRONT ELEVATION PIZZA OVEN HOOD H-3 & EXHAUST FAN DETAIL SCALE: NONE k END ELEVATION RAIN CAP - ASSEMBLY MIN. 40" DISCHARGE UTILITY SET GREASE CUP CENTRIFUGAL EXHAUST FAN, SEE SCHEDULE Ena SEE SCHEDULE FOR MINIMUM REQUIRED CURB HEIGHT AND SUPPLIER ROOF EXHAUST FAN SCALE: NONE CONICAL SPIN —IN VOLUME DAMPER FLEX DUCT 10' MAX. DUCT NYLON TIE —STRAPS C=I3 t:11 CEE3 0=5 oEn onn on nEn cEn inn LOCK AND SPRING PIN FAN BASE EXTEND DUCT UP TO FAN INLET AND EXTERIOR BASE_ OF TOP CURB ROOF DECK DUCT MATERIAL PER OTHER DETAIL STRUCTURAL SUPPORT FROM ANCILLARY LAY —IN CEILING DIFFUSER TYPICAL ANCILLARY STRUCTURE (PHARMACY, OPTICAL, OFFICE, HEARING, E.D.P) DIFFUSER INLET DETAIL SCALE: NONE 16/6 DN TO OVEN HOOD. 250 CFM (TYP. OF 4) KEEP EXISTING EXHAUST FAN. ROUTE (E) 14/14 DUCT TO NEW OVEN. SEE DETAI (TYP.) COORDINATE WITH COOLER PANEL MANUFACTURER TO CUT DIFFUSER/RETURN OPENINGS. 12/12 AT HOOD. 1500 CFM (TYP. OF 2) SEE DETAIL 28/6 DN TO OVEN HOOD. 350 CFM (TYP. OF 3) ( H-3 SEE DETAIL PIZZA OVEN EXHAUST HOOD ( HMI) SEE DETAIL FOOD SERVICE HOOD CONTROL MODULE is 111 12"0 CDFP 325 CFM I•I liftt 12"0 CDFP 325 CFM 12”0 CDFP 325 CFM r118 2 20- IWAIIIIMINE11111 12"0 CDFP 300 CFM A1L mWell=1 11111 7:-m-M--1 Ism _. 1 II I WE i ,-T-- -.-_iii 1132;g gP:AP MIME iiiii [...A.MlliffiEMMIN iii i 1! „ VD 11 A. 111111 24/24 (TYP. ( HCC ) SEE DETAI FOOD SERVICE HOOD CONTROL MOUNT @ 8'-0" A.F.F LOCATE ON CEILING VERIFY LOCATION WITH E.C. 117 SEE DETAIL 74 FOOD SERVICE HVAC PLAN SCALE: 1/4" = r-o- CONNECT NEW SUPPLY TO EXISTING DROP. (1YP OF 3) (FROOHOORDMS )ssESERVNEESI CODERETA L I SEE DETAIL (E)52/26 SUPPLY (E)58/16 RETURN UP TO UNIT ON ROOF RUN SA & RA DUCTS STRAIGHT DOWN TO TOP OF FRAMING. CONNECT NEW RETURN TO EXISTING DROP. RECEIVED CITY OF TUKWILA AUG 28 2018 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED 6 LJ REVISION DATE: AUGUST 10, 2018 ISSUE DATE: FEBRUARY 23, 2018 ARCHITECT REFERENCE NO: 93-0440- tY I -Id I- - — — cc cc cr) Id 0 5/2a o- fIJ I-- 01 Id 0 IL00 DOMESTIC WATER NOTES THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPUMR!F - RUN ALL PIPING IN TRUSS SPACE, EXCEPT FOR WHERE COVERED BY EQUIPMENT PLATFORM OR LOCATED IN CEILING SPACE AT FRAMED ANCILLARY AREAS - PROVIDE ALL HAND SINKS WITH THERMOSTATIC MIXING VALVE LOCATED BELOW SINK TO REDUCE WATER TEMPERATURE TO 110`F. - ALL NON -HAND WASHING SINKS ARE SERVED BY 140'F HOT WATER. POST WARNING SIGNS READING "CAUTION! 1 40'F HOT WATER". GENERAL MECHANICAL NOTES THE FOLLOWING -NOTES APPLY TO A1EENTIRE. PLAN fS N'PLGASLE. - M.C. SHALL ENSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES HVAC UNITS AND EXHAUST FAN. LABELS SHOULD BE IN 6" BLOCK LEI ILRING IN- BLACK COLOR A11D LOCATED WHERE -EASILY VISIBLE FROM THE ROOF HATCH. - MAINTAIN A MINIMUM OF 10'-O" BETWEEN EXHAUST OUTI FT AND UNIT FRESH AIR INTAKE - COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT_ NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OF PANELS - DIMENSIONS ARE TO COLUMN LINES. - APPLICABLE BUILDING CODE:2015 IBC APPLICABLE MECHANICAL CODE:2015 IMC APPLICABLE ENERGY CODE:2015 WSEC - PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. - FIELD VERIFY EXISTING FIRE SPRINKLERS AND DUCT DETECTORS. REINSTALL AND RECONNECT DUCT DETECTORS OR REPLACE WITH EQUAL. - ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. - RUN PIPING IN TRUSS SPACE PERPENDICULAR OR PARALI FI TO BUILDING JOIST OR -GIRDERS. FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM. FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING AND SKYLIGHTS PIPING SYSTEMS THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPU('"RIF - APPLICABLE PLUMBING CODE:2015 UPC - ALL WASTE PIPING, CONDENSATE PIPING & STORM DRAIN PIPING TO BE SLOPED AT 2% MIMIMUM UNLESS OTHERWISE NOTED. - SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCELAED WITHIN WALLS, FLOORS, OR CEILINGS (INCLUDING CONDENDSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES.) - INSULATE ALL INTERIOR PIPING; STORM DRAIN, HOT, COLD RECIRC, AND CONDENSATE PER SEPCIFICATION SECTION 22 07 00. - PIPING IN ROOF TRUSS SPACE TO BE RUN PEPPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS. FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING & SKYLIGHTS HGV EXTEND AND RUN 1-1/2" GAS IN WALL. RUN 1-1 /4" GAS TO EACH OVEN. REPLACE (E)ANSUL VALVE WITH (N)GAS SHUTOFF VALVE IN (E)1-1/2" LINE PER DETAIL NOTE: �-- FIELD VERIFY EXIST. GAS SIZE AND LOCATION PRIOR TO ORDERING SHUT OFF VALVE. X BH) (E)1-1/2" GAS UP TO AC-3 ON ROOF PARTIAL PLAN SCALE: 1/16" =1'-0" PLUMBING LEGEND C C CO CONT. CW FCO G.0 H&CW HW M.0 PSI S.S. TYP: U VTR W. WCO WHA WASTE/SANITARY SEWER VENT COLD WATER HOT WATER CONDENSATE DRAIN HOT WATER CIRCULATION CAP OFF CLEAN OUT CONTINUATION COLD WATER FLOOR CLEAN OUT GENERAL CONTRACTOR - HOT & COLD WATER HOT WATER - MECHANICAL CONTRACTOR POUNDS PER SQUARE INCH SANITARY SEWER TYPICAL UNION VENT THRU ROOF WASTE WALL CLEAN OUT WATER HAMMER ARRESTER GAS CALCULATIONS EXISTING LOAD REMOVED LOAD PIZZA OVEN WH-6 AC-3 ADDED LOAD PIZZA OVEN WH-6 AC-3 4,142,000 BTU/H -150,000 BTU/H -250,000 BTU/H -200,000 BTU/H +600,000 BTU/H + 200,000 BTU/H + 200,000 BTU/H TOTAL GAS LOAD 4,542,000 BTU/H 4" FOOD SERVICE ACCEPTABLE © 2" PSI 3 4 GAS DN TO NEW WATER HEATER ON WALL SEE DETAIL 11 p CONNECT NEW 3/4" GAS TO (E) 1" GASH -.FIELD VERIFY LO ATION AND SIZE- j I 11— Ii EXISTING 1500 GAL GREASE INTERCEPTOR GAS SIZE CHART GAS SIZE CHART PRESSURE IN WC 7 PRESSURE DROP 0.5 MAX DEVELOPED LENGTH (FEET) 100 PRESSURE PSI 2 PRESSURE DROP PSI TO 1.0 MAX DEVELOPED LENGTH (FEET) 750 PIPE SIZE ( UPC) MAX LOAD (MBH) PIPE SIZE( UPC) MAX LOAD (MBH) 1/2" 47 1/2" 146 3/4" 98 3/4" 305 1" 185 1" 575 1-1/4" 380 1-1/4" 1,181 1-1/2" 570 1-1/2" 1,770 2" 1,098 2" 3,408 2-1/2" 1,750 2-1/2" 5,432 3" 3,093 3" 9,603 j. 4" 6,309 4" 19,586 6" 18,483 6" 57,376 37,976 8" 117,886 PROVIDE ONE -OF FOLLOWING REGULATORS AT EACH PIECE OF EQUIPMENT SENSUS MODEL #496 PIPE SIZE - 3/4" OR 1" ORIFICE - 3/8" SPRING - GREEN FOR GAS LOAD UP TO 760 MBH MAXITROL MODEL: 325-5L600 PIPE SIZE - 3/4" OR 1 " FOR GAS LOAD UP TO 340 MBH 325-7AL210D PIPE SIZE 1-1/4" OR 1-1/2" FOR GAS LOAD BETWEEN 340 MBH AND 1000 MBH *ALL GAS PRESSURE REGULATORS TO BE RATED FOR 5 PSI. 11 li NOTES HECK VALVE FOR CW SUPPLY. Q PROVIDE GRUNDFOS UPS 26-99 BRONZE RECIRC PUMP. SET MOTOR TO LOW SPEED. MOUNT IN VERTICAL ORIENTATION ONLY. O PROVIDE PRESSURE GAUGE DWYER MODEL #SGB-00521 N(0 IN1 OOPS!)VISIBLE LOCATION UPSTREAM OF FIRST HW SUPPLY BRANCH TEE. THERMAL EXPANSION TANK AMTROL ST-12-C. INFLATE TANK TO WATER PRESSURE LISTED IN WATER CALCULATIONS. 3/4" HW RECIRC.(1201 SUPPLY PLAN SIZE AQUASTAT 120T HW SEE PLAN FOR SIZE. ® IV 1-1/2" NOTES ALL VALVES TO BE CONSIDERED 'NO' UNLESS OTHERWISE INDICATED. c1NO = NORMALLY OPEN I NC = NORMALLY CLOSED ALL WATER CONNECTIONS & DRAIN PANS BY M.C. NO GALVANIZED FITTINGS ALLOWED. PROVIDE SIGHT FLOW INDICATOR. M/N: W.E.. ANDERSON SFI-100MP (TYP. OF 2) DfING VALVE SYMMONS TEMPCONTROL 7-900. VACUUM RELIEF VALVE WATTS N36 1-1/2" 1-1/2" 3/4" DRAIN VALVE WATER HEATER PIPING (WH- 5) SCALE: NONE AUTO AIR VENT (TYP.)-1-1/2" 08j24/18 TO CIRC PUMPS (CP-1,2) ROUTE DRAIN VALVE OUTLET TO HAND SINK RISER_ PROVIDE VENT TIE -DOWN. SEE 24" MIN DETAIL. PROVIDE RIGID SUPPORT FOR VENT PIPING IN TRUSS SPACE. INTAKE AND VENT PIPING TO BE SCHEDULE 40 PVC NO FOAM CORE PIPE ALLOWED PER MANUFACTUR 7-- INTERIOR WALL 1-1 /2" P-T 3/4" CONDENSATE - PIPE TO FLOOR SINK. 3" PVC FLUE/VENT PIPING. INSTANTANEOUS WATER HEATER (GAS) 1" HUB DRAIN FOR CONDENSATE. 2" CONDENSATE- PIPE TO HAND SINK RISER. VENT } 4"0 OD NOTES PAINT ALL, EXPOSED PIPING ABOVE ROOF PER SPECIFICATIONS. 0 PROVIDE PRESSURE GAUGE WITH SHUT-OFF VALVE FOR GAS LINE UPSTREAM OF PRV. MAX PRESSURE OF GAUGE TO BE NO LESS THAN 200% OF MAIN LINE PRESSURE. PROVIDE PRV PER GAS TABLE. PROVIDE CAPPED TESTING TEE AT MINIMUM 10 PIPE DIAMETERS FROM PRV OUTLET. ® INSTALL CONCENTRIC TERMINATION KIT PER FACTORY INSTALLATION INSTRUCTION. MINIMUM 10' AWAY FROM ROOF TOP UNIT AIR INTAKE. OUTLET ItiMINATED 024" MIN. ABOVE ROOF DECK. COMBUSTION AIR EXHAUST COMBUSTION FLUE AIR PIPE WH-5) SCREENED 180' VENT ABOVE ROOF (TYP.) ROOF ROOF PENETRATIONS AND DECKTIG BY MBS. LOCATION COORDINATION REQUIREMENTS BY M.C. REDUCE INTAKE AND VENT PIPING TO 3" IN TRUSS SPACE AT ENTRY TO CONCENTRIC VENT KIT. GAS TO WATER HEATER, SIZE PER PLAN. (TYP.) GAS VALVE ® ®_rR DRIP LEG PROVIDE AGA APPROVED FLEX PIPE FOR GAS CONNECTION. INCREASE AIR INTAKE AND FLUE PIPING TO 4" IMMEDIATELY AFTER WATER HEATER CONNECTION. 2" COND. WATER HEATER GAS & VENT (WH-5) FOOD SERVICE EQUIPMENT SCHEDULE - (S.O.I.C) ARCH. NUMBER SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. COMMENTS DETAIL SERVES NOTES BACKFLOW PREVENTION 830 CHILLER LANCER INDIRECT CHILLER FOR BEVERAGE DISPENSER SITS ON SHELVING PACKAGE CONNECT 1/2" WATER FROM FILTER SYSTEM TO CHILLER (2) LH-BS/BP RPZ ( F-1 RRAACK GENT KAY CHEMICAL 1/2"©60" (2) HHA-GBS F-2 82 OVEN XLT 3870-TS TRIPLE STACKED OVENS, 200,000 BTUH EACH PROVIDE EACH, 3/4" NPT FITTING GAS LINE CONNECTION TO 19/M-2 15/P (2) N/A F-3 3 (:: HAND SINK UNIVERSAL 1-1/2" 1-1/2" 1/2"c 10" 1/2"®10' 6" X 16" X 16" E 4 NLESS STEEL, WALL HUNG, WITH BRACKET FISHER FT1Y-P31740 KNEE VALVE, 3816 GOOSENECK SPOUT 28 (1) LH-BSG AG (F-4) POWER SOAK SINK POWER SOAK SYSTEM INDIRECT 2 -2" 2 -2" 3/4" 3/4" TYPE 304 STAINLESS STEEL WITH DRAIN BOARDS. INCLUDED (1) IPS FAUCETS #K34-5622-PS, (3) IPS ROTARY BALL DRAINS #DBN-9100-PS. 24 (1) (4) LH-BS AG F_5 3 0t TABLE W/SINK FOOD PREP.) (SINK) UNIVERSAL INDIRECT 2" 2" 1/2"©18" 1/2"©18" SS PREP TABLE W/SINK #SSLC-B30-L-PC; 165 LBS SS 30"W TOP, W/6" SPLASH AT REAR ONLY, 60" L, SS LEGS, SIDE & REAR SS CROSSRAILS, 16G/304SS, TAC-1618 SINK BOWL INTEGRAL W/TABLE TOP, 16" X 18" X 12", FISHER FI-3313 HEAVY DUTY 8" CENTER DECK MOUNT FAUCET W/12" SPOUT, USF-LD-2.0 TWIST HANDLE LEVER DRAIN, 2" SPOUT, TAC-PB POLY CUTTING BOARD, 30" X 18" X 5/8". (1) LH-BS AG F-6) 0, STEAM TABLE W/REF. BASE CRAIG INDIRECT 1/2 ©14 STEAM TABLE WITH REFRIGERATED BASE, 2 FAUCET SETS, LEVER WASTE DRAIN, PROVIDE 1/2" TEMPERED HOT WATER. (2) LH-BS AG ( F-7 J t9 SAUCER 1/2"®16" (1) N/A (F-25� 09 DOUGH PIZZA PRO B AUTOMATIC PIZZA PRESS. PROVIDE QUICK DISCONNECT FOR AIR HOSE IN WALL X (1) N/A CF-26 (1) EQUIPMENT FURNISHED BY THE OWNER. THE MECHANICAL CONTRACTOR SHALL ROUGH -IN PLUMBING, INSTALL AND CONNECT ALL SERVICES. ALL P-TRAPS, TAILPIECES, ESCUTCHEONS AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. (2) EQUIPMENT FURNISHED BY THE OWNER, SET BY THE VENDOR, PLUMBED BY THE MECHANICAL CONTRACTOR. (3) EQUIPMENT FURNISHED BY THE OWNER. EQUIPMENT WILL BE SET AND PIPED BY THE FOOD SERVICE EQUIPMENT SUPPLIER. (4)CONTRACTOR TO PROVIDE 90 DEGREE ELBOW WITH BALL VALVE AND CHECK VALVE WITHIN 3" OF WALL. HAZARD TYPE BACKFLOW POTENTIAL LH - LOW HAZARD HH - HIGH HAZARD BS - BACK SIPHONAGE BP - BACK PRESSURE BACKFLOW PREVENTION RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW AGVVB- AIPPESA$,URE VACUUM BREAKER AVB - f --- ...,,., ' KER RECEIVED CITY OF TUKWILA AUG 28 2018 PLUMBING FIXTURE SCHEDULE - CONTRACTOR PROVIDED ` - - PERM`! UtNl cti SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL TES BACKFLOW PREVENTION CP-# CIRCULATING PUMP GRUNDFOS UPS-15-35SFC 3/4" STAINLESS STEEL, 3 GPM © 15 FEET OF HEAD. 120 VOLT, 85 WATTS, 1 /25 HP WITH BUILT-IN TIMER. VERIFY MOUNTING WITH MANUFACTURER (SHAFT TO BE HORIZONTAL). 51 /P WATER CHILLER N/A D-1 FLOOR DRAIN STAINLESS DRAINS.COM CSDFS-R -410-50.S 4" 2" HEAVY DUTY, 1/2" STAINLESS STEEL SLOTTED GRATE WITH 12 GA TYPE 304 STAINLESS STEEL BODY, ANCHOR TABS, NO -HUB, ADJUSTABLE HEIGHT OUTLET WITH INTEGRAL BUTTERFLY LOCK, STAINLESS STEEL SEDIMENT BASKET. DRILL AND TAP UPPER FRAME FOR TRAP PRIMER AS REQUIRED. 21/P MEAT, BAKERY, FOOD SERVICE, ROTISSERIE DELI, (8)(12) N/A. D-4 FLOOR SINK DRAIN STAINLESS DRAINS.COM CSDSINK12X12X10 1 /2PIFDS 4" 2" INDIRECT SINK WASTE, 12" SQUARE EXTRA DEEP 1 4GA STAINLESS STEEL RECEPTOR. DOME BOTTOM STRAINER, NO HUB ADJUSTABLE HEIGHT OUTLET, PERFORATED 1/2 GRATE AND INTERNAL FLANGE. 23/P MEAT, BAKERY, FOOD SERVICE DELI, (12) N/A D-5 FLOOR DRAIN STAINLESS DRAINS.COM CSD6000AT-TPC3 3" 2" 6" FLOOR DRAIN WITH 14 GA STAINLESS STEEL BODY. DRAIN PROVIDED WITH PERFORATED 12 GA STAINLESS STEEL GRATE. TRAP PRIMER CONNECTION AND 3" ADJUSTABLE OUTLET. 22/P TOILET ROOMS, JANITOR ROOMS (8)(12) N/A HB-2 HOSE BIBB WOODFORD 26P SEE PLAN SEE PLAN +12", WALL SILL, PROVIDE WITH METAL WHEEL HANDLE. (2) LH-BS AVB MS-2 MOP SINK STONE HARD FAUCET CHICAGO 3" 2" 3/4" 3/4" C.I.P. CONCRETE WITH STONE HARD BY G.C., COMPLETE WITH D-5 FLOOR DRAIN, #832-AA HOSE & BRACKET. PROVIDE FOOD SERVICE LH-BS AVB COMP WITH C UCET 445 9 CP RC- FAU IT CHECKS AND FAUCETS P P POLL NG 1/2" p U� RR I 'TALL 1N WALL . PROVIDE ACCESS PANEL N/A TR PRIM WB-2 W L BOX GUY GRAY SSWB-82170 1/2" 014" INSTALL WALL BOX © +14" ABOVE FINISHED FLOOR. NO SANITARY SEWER CONNECTION REQUIRED IN FOOD SERVICE. FOOD SERVICE LH-BS AVB WH-6 WATER HEATER 140'F INTELLIHOT 1-200 (GEN II) 3/4" 3/4" SEALED COMBUSTION, CONDENSING INSTANTANEOUS WATER HEATER, 199,950 BTU/HR INPUT ©8"W.C„ 5 GPM 077'F TEMP RISE, INDOOR WALL MOUNT, 90 LBS. VENT AND FLUE PIPING TO BE CLOSED CELL SCHEDULE 40 PVC 32/P FOOD SERVICE (3) N/A D I (2) ALL WATER (8) (12) NATIONAL HOSE BIBBS TO HAVE NON -REMOVABLE BACKFLOW PREVENTION HEATERS TO HAVE RIGID CONNEC IONS & CON TRAINTS OVIDE A PRIMER. C TABLE BS TION: 0 TO DEVICES ESIST UA • CON -TAMPER PROOF VACUUM BREAKER. SEISM! MOTION. PROVID CR NER. HAZARD TYPE BACKFLOW POTENTIAL - H LOW HAZ 0 HIGH BS - BACK PH "E - BA PR N CT TO V ITH AUT R HAVIN J DICTI A BACKFLOW PREVENTION PURCH E. GREEMENT IN PLACE WITH STAINLESSDRAINS.COM CONTACT SHELIA HEELER AT (888) 785-2345. til A cpROVAL RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOQUIRED PVB - PRESSURE VACUUM BREAKER1 AG - AIR GAP AVB - ATMOSPHERIC VACUUM BREAKER 0 0 0 03 0 CV 0` V) 0. a EFERENCE NO: 93-0440- w 1- 0 w 0 z a 0 Le- Z z0 PROJECT NO:17-400 v gl t DEMO EXISTING WASTE IN HATCHED AREA. CAP WASTE BELOW GRADE AND_ VENTS IN TRUSS SPACE (TYP OF 4) EXTEND (E) 2" VENT TO NEW WALL. (E)2" VTR " VTR 0 CONNECT NEW WASTE TO EXISTING WASTE AS SHOWN. FIELD VERIFY LOCATION, SIZE AND IE. !------i! : 1! .40 -10 F4i1"1. ....Ai r 1- VERIFY WASTE RUNS TO EXISTING GI LOCATED NEAR TIRE CENTER. (E)2" VTR GW F ' FOOD SERVICE DEMO WASTE & VENT PLAN SCALE: 1/4" = 1'-0" CONNECT NEW 4" WASTE TO (E) 4" WASTE. FIELD VERIFY SIZE, LOCATION AND IE. CONNECT NEW 2" VENT TO (E) 3" VENT APPROX. HERE. FOOD SERVICE WASTE & VENT PLAN SCALE: 1/4" = 1'-0" THREADED HALF COUPLING WITH TRAP PRIMER CONNECTION BAKERY: SLOPE FLOOR 1% FOR A DIAMETER OF 8'-0". FOOD SERVICE: SLOPE FLOOR 1% FOR A DIAMETER OF 4'-0". ALL OTHER: NO SLOPE. 1/2" 4" P -TRAP FLOOR DRAIN TYPE D SCALE: NONE HUB DRAIN. ONNECT TO HAND SINK WASTE SEE DETAI DRAIN CONDENSATE FROM COOLER TO NEW FLOOR SINK CONCRETE FLOOR TOPPING PER ARCH. DWG'S FIN. FLOOR 4"0 THREADED ADJUSTABLE HEIGHT OUTLET WITH INTEGRAL BU I I LRFLY LOCK. P TRAP & TRAP ARM MECHANICAL TO PROVIDE APPROVED NON -CORRUGATED FLEXIBLE GAS CONNECTION TO OVENS. ,./—SIZE PER PLAN CEILING ----WALL SIZE PER PLAN. REPLACE ANSUL VALVE WITH NEW HGV PER SCHEDULE. LOCATE GAS LINE WITHIN 3" OF WALL (1 TP) ROTATE VALVE TOWARD GAS CONNECTION ON OVEN. FIELD VERIFY LOCATION OF OVEN GAS 1 CONNECTION. DIRT LEG fFLOOR SIDE ELEVATION PIZZA OVEN PIPING DETAIL SCALE: NONE M N -4.---. < PLAN VIEW M.0 TO PROVIDE WARNING SIGN READING "CAUTION! 140'F HOT WATER" FLOOR SINK ELEVATION VIEW POWER SOAK SINK (F-5) SINK FURNISHED WITH: - FAUCETS- - LEVER WASTES PLUMBING ROUGH IN: ® 3/4" HW BALL VALVE & NON SLAM CHECK VALVE @-1-10" 3/4" CW BALL VALVE & NON SLAM CHECK VALVE 1. +10" © RUN 2" W. TO FLOOR SINK © MANIFOLD 2" WASTE DAYLIGHT TO FLOOR SINK 01/2" H&CW BEHIND BACKSPASH BY M.G. (E-23 ONLY) SCALE: NONE NDIRECT DRAIN 36" WASTE MANIFOLD BY CONTRACTOR (TYP. OF 2) PROVIDE 1" MIN. AIR GAP (TYP.) 2X4 BLOCKING IN WALL EXIST. GAS 8 8 FIELD VERIFY 0 CONDITION OF EXISTING SHUT-OFF VALVE, REPLACE AS REQUIRED. DIRT LEG FRONT ELEVATION MEAT PREP METCRAFT PS5325 144" 37" N/A 12" N/A 60" 24" 24" 22" N/A 20" 47" SINK FURNISHED WITH: GOOSENECK SPOUT KNEE OR FOOT VALVES 1-1/2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL DIMENSIONS DISH PREP METCRAFT PS5132 166" 37" 12" 24" 12" 66" 20" 24" 30" 24" 20" 55" FOOD S. METCRAFT PS6097 124" 34" NA 24" NA 36" 20" 20" 24" NA 18" 34" PLUMBING ROUGH IN: ® 1/2"HW WALL STOP +16" • 1/2"CW WALL STOP CO +16" 0 1-1/2" WASTE @ 20" @ MC TO PROVIDE WATTS USG-B-M1 THERMOSTATIC MIXING VALVE TO REDUCE WATER TEMPERATURE TO 110' F ON ALL HAND SINKS LOCATED IN THE FOOD SERVICE, DELI, MEAT, ROTISSERIE AND BAKERY HAND SINK (F 4) SCALE: NONE REF. DRAIN SIZE ® D-4 D-7 4" 2" 0 D-4 0-7 4" 3" FINISH FLOOR 24" MIN FOR DRAINS REQUIRING BLOCK OUT SEE PLAN FOR LOCATION FLOOR SINK HALF EXPOSED ADJUSTABLE THREADED HEIGHT OUTLET. SEE TABLE FOR SIZE 0 FLOOR SINK (D-4, D-7) ELEVATION SCALE: NONE REF. DRAIN SIZE ® D-5 3" 0 D-5 3" CONCRETE FLOOR TOPPING PER ARCH. DWG'S NO SLOPE THREADED ADJUSTABLE HEIGHT OUTLET. SEE TABLE FOR SIZE® PROVIDE TRAP PRIMER CONNECTION. NOTE: SET DRAIN CLEAR OF CURBS, U.O.N. FLOOR DRAIN D-5 SCALE: NONE //-FLOOR SINK PROVIDE 1" MIN. AIR GAP (TYP.) RIM SET FLUSH PROVIDE OFFSET AS REQUIRED TO LOCATE DRAIN 1/2 EXPOSED COORDINATE WITH REFRIGERATION CONTRACTOR FOR FINAL LOCATION TRAP & ARM SIZE® FINISHED TRAP & ARM SIZE© LOOR RECEIVED CITY OF TUKWILA AUG 28 2018 PERMIT CENTER SEPARATE PERMIT AND APPROVAL ED CHECKED: PKR/CWC REVISION DATE: AUGUST 10, 2018 DATE: FEBRUARY 23, w V) ft,451W1WMMOWM • 11 CONNECT 3/4" HWC TO 3/4" HW 1 /2" H&CW DN. TO SINK. FIELD VERIFY LOCATION CONNECT NEW 1/2" HW TO (E) 1/2" HW APPROX. HERE. 1 /2" HW DN IN TO ( WEI-2) FOR (E) 1 — 1 /2"G W --- ------------ ---------- 3/4" N2 DN IN WALL TO 1 /2" QUICK DISCONNECT IN WALL ACCESS PANEL AT DOUGH PRESS. DEMO EXISTING H&CW IN EXISTING FOOD SERVICE BACK TO CW MAIN. F-6 ) (E)3/4" (03/4" FOOD SERVICE DEMO PLUMBING PLAN SCALE: 1/4" = 1.-0" 1/2" CW DN. IN WALL 0 FOR PIZZA SAUCER FOOD SERVICE PLUMBING PLAN SCALE: 1/4" = c-0" (WB-2) EXISTING WH TO -BE RELOCATED_ DISCONNECT HOT. COLD AND GAS PIPING. (E )1 —1 / 2 "CWs CONNECT NEW 3/4" N2 FROM NITROGEN GENERATOR IN TIRE INSTALL FIELD VERIFY LOCATION LIA124/18 MOUNT 3/4" BACKFLOW PREVENTOR WATTS— #SS009 MOUNT ABO EILING. SEE DETAIL 1 /2" H& DN. TO SINK. IPE DOWNSTREAM OF RPZ TO BE PEX OR STAINLESS. NEW ON WALL. 1 —1 /2" CW, 1" HW, 3/4" HWC. SEE DETAIL A8/24/18 CONNECT NEW 1 —1 /2" CW TO (E) 1 —1 /2" CW. SEE DETAIL POWERSOAK SINK W 3/4" H&CW DN 3/4" H DN. TO 0-1-30"A.F.F. (TYP. OF 2) SEE DETAIL 1/2" HW DN TO (Hs-2) ©+60"A.F.F. (TYP. OF 2) DRAIN BACKFLO PREVENTER TO HUB DRAIN. RUN WASTE IN WALL. DAYLIGHT HUB DRAIN ABOVE FLOOR SINK SERVING SINK ---------STAINLESS STEEL REDUCED PRESSURE BACKFLOW RUN 3/4" STAINLESS STEEL PIPE PREVENTER W/RIGID DOWNSTREAM OF BACKFLOW DEVICE & SUPPORT ON WALL OF ABOVE CEILING BY M.G. PEX MAY BE MECHANICAL PLATFORM BY SUBSTITUTED IF ALLOWED BY A.H.J. M.G. PIPING INSIDE WALL SODA WATER STUB OUT WITH ANGLE STOP BY M.G. NOTE: BOOSTER PUMP AND FILTER INSTALLED BY G.C. PIPING DOWNSTREAM OF STUB OUT SUPPLIED AND INSTALLED BY VENDOR. WATER FILTER BOOSTER PUMP FOOD SERVICE STUB OUT COOLER CONDENSATE STUB OUT BY M.C. 1'0 PIPE — INSIDE WALL N. BY M.G. COOLER 7' 0" L j DAYLIGHT ABOVE rame.... FLOOR SINK FLOOR SINK SODA ALCOVE PIPING DETAIL SCALE: NONE 11 PT-1:1 A—, 9 0 :1 P N P N Z 1 cn r! < d I-1 il 1-1 i ..( 1 i .., 0 0 1 Z , 1--.1 - M =1 _..'' 1-1 j c:1-1 21 all Z1 c.) 1 Z q P:1 1 a., P, crryROECFETIuVKEwD ILA : ,1 AUG 28 2018 >C-) PERMIT CENTER F.T-1 Cf) , pE SEPARATERRAN D APPROVAL REQUIRED 0 N REVISION DATE: AUGUST 10, 2018 3, ARCHITECT REFERENCE NO: 93-0440- x c_5 3 z zjJ LJ 1— E 0 I- 0 Z 1.11 IX 0 0 0 C.) Z LI w r .-±- < c, 12 LJ o E o r32 < 1- a_ o z o PROJECT N0:17-400 .A.44W24.0..42.t.W*4m.s MOMOWAWOMOW FTh r ' ! I I . ; . , - I didd 1 i i[ : r: [1 I 1 I 199 Int fd. _LT- _r_dit L --T- r -.7_70:07-dtd-dtddidtdd-0-0d-dd 79.„0-0-= I I I 99, 15,1 Ad. ; I L._ I ; . Li I___1. II IL uII -I 1I I , L EXISTING PANEL B EXISTING LCC-2 EXISTING PANEL PP-1 EXISTING TRANSFORMER PP-1 Li IIIJL LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS HOLOPHANE PHS-24L-50K-80CRI-AS-P-W-N- LED CHAIN 184- MOUNTING HEIGHTS REFER- TO ARCH. PLAN 0 -S-AXA1O-C6 "WAREHOUSE CLEARANCE HEIGHTS, SECTIONS, AND DETAILS", TYPICALLY SHEET G301. E.C. TO PROVIDE SAFETY HOOKS, FLEXIBLE WIRING SYSTEM & WIRING. ACCESSORIES AS R UIRED SEE D 1L E- (..-----\'''..-N?----•/- 0 T's."-- COOPER "•."---INCII 2GR-LD5-64-A -UNV-L840-SD-1 LED RECESS 51 BI-LEVEL DIMMING & EARTFIQUAKE CUPS. 4000K 0 * UGHTALARMS OR EQUAL GRAN-ND-G-W W/SELF POWERED BATTERY PACK LED CHAIN(2) 1 DOUBLE FACE EXIT. (+23SEE NOTE) ARROW AS INDICATE WITH GREEN LETTER ON WHITE. EL PROVIDE EMERGENCY BAH ERY PACK OPTION WHERE INDICATED ON PLANS. INCLUDE ALL RELAY, TEST SWITCH, RED INDICATOR ** LIGHT, AND CAPACITY OF 1400 LUMEN FOR LED LIGHT OUTPUT OR 90-MINUTE. NOT A NIGHT LIGHT. * PROVIDE SELF DIAGNOSTIC TESTING SYSTEM. ** ALL BATTERY POWERED LIGHT FIXTURE SHALL INCLUDE A SELF DIAGNOSTIC TESTING SYSTEM ,A8/1 0/201 8 PLAN NOTES: REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA (SEE ARCHITECTURAL PLAN) TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. 0 E.G. TO REMOVE EXISTING PANEL, TRANSFORMERS, ELECTRICAL DEVICES, ETC. REMOVE CONDUITS AND WIRES TO SOURCE. E.C. TO REROUTE EXISTING BRANCH CIRCUIT FEEDERS THAT ARE NOT AFFECTED BY THIS REMODEL TO NEW PANELS OF THE SAME NAME, FIELD VERIFY. PROVIDE NEW FEEDERS AS REQUIRED. 0 E.C. HAS AN OPTION TO INTERCEPT AND REUSE EXISTING FEEDER IF THE EXISTING MATCHES PLAN SPECIFIED. ONLY USE CONDUCTORS IN GOOD CONDITION. PERFORM CONTINUITY AND INSULATION / MEGGER TEST PRIOR TO REUSING, OTHERWISE PROVIDE NEW AS SPECIFIED. 0 EXISTING PANELS TO BE REMOVED & RELOCATED. E.G. IS RESPONSIBLE TO REROUTE EXISTING LOADS IN EXISTING PANEL THAT ARE NOT AFFECTED BY THIS REMODEL TO NEW PANELS IF APPLICABLE. PROVIDE NEW J-BOXES, CONDUITS AND WIRES TO EXTEND EXISTING CIRCUITS TO NEW PANEL. E.C. TO FIELD VERIFY EXISTING CIRCUITS PRIOR TO BID. ® E.C. TO REMOVED AND DEMOLISHED ALL EXISTING FLUORESCENT LIGHT FIXTURES INCLUDE MENU LIGHTS AS SHOWN. PROVIDE NEW FIXTURES. LOCATE AND REWIRE AS SHOWN IN SHEET E-2. PROVIDE NEW WIRES, CONDUITS, J-BOXES ETC. AS REQUIRED. REUSE EXISTING CIRCUITS. E.0 TO REUSE EXISTING SWITCHES TO CONTROL THE NEW LIGHTING. VERIFY IN FIELD. 0 E.C. TO REMOVED AND REPLACED HID LIGHT FIXTURES IN FRONT OF FOOD SERVICE AS SHOWN. PROVIDE NEW A TYPE FIXTURE. PROVIDE NEW WIRES AND CONDUIT AS SHOWN. REUSE EXISTING CIRCUITS. E.0 TO REUSE EXISTING SWITCHES TO CONTROL THE NEW LIGHTING. VERIFY IN FIELD. E.G. TO REMOVED EXISTING LIGHT SWITCHES & PROVIDE LIGHT SWITCHES AS SHOWN. EXTEND EXISTING FEEDER TO NEW LOCATION. PROVIDE NEW WIRE AND CONDUIT AS REQUIRED. O REUSE EXISTING CIRCUIT. 0 E.C. MAKE ALL FINAL CONNECTION TO NEW IU-1 & OU-1. VERIFY REQUIREMENTS IN FIELD. E.C. TO PROVIDE HACR BREAKER IN NEMA-3R ENCLOSURE FOR OU AND IU UNITS. O EXISTING AC-3 UNIT TO BE REMOVED AND REPLACED. E.C. TO DISCONNECT AND RECONNECT EXISTING POWER FROM EXISTING UNIT TO NEW UNIT. E.C. TO EXTEND FEEDER AS REQUIRED. E.C. TO VERIFY EXISTING FEEDER IF IT IS 3 #10 CU IN 1/2"C, IF NOT REPLACE WITH 3 #10 CU. REUSE EXISTING CIRCUIT IN EXISTING PANEL H5. REPLACE EXISTING BREAKER WITH NEW 30A/3P BREAKER. FIELD VERIFY. (tti E.G. TO REMOVED & DEMOLISHED EXISTING FIRE ALARM, SECURITY ALARM DEVICES & EXIT LIGHT FIXTURE FROM EXISTING DOOR OPENING. EXTEND EXISTING FEEDERS FOR CONTINUITY. FIELD VERIFY. ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING ELECTRICAL DEMOLITION WORK AND THE PHASING SCHEDULE. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUCTS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. PROVIDE CUTTING, PATCHING FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED DURING OFF BUSINESS HOURS, AND SHALL NOT INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR OWNER'S NORMAL OPERATION AS REQUIRED, TEMPORARY POWER SOURCES INCLUDE PORTABLE GENERATOR, POWER COMPANY'S TEMPORARY SERVICE HOOKUP ETC. 0 EXISTING PANEL V 0 OU V34 0 wap dr-70 0 V/40 PARTIAL PLAN SCALE: 1/16" = 1.-0" EXIST. M.D.P. 1 AREA OF WORK 2500 A CU BUS, 480/277V, 30, 4W, 100,000 AFC MIN., 100% RATED EXIST. 400A/3P 300AF (LPJ) EXIST, EXIST. PANEL v EXIST. FEEDER TPP 225 KVA 480-208/120V y YE1 LEGEND 0 FIXTURE TYPE 0 HID LED LIGHT R REMOVE EXISTING H.I.D. LIGHT FIXTURE 1:7all EL FIXTURE ON EMERGENCY LIGHT CIRCUIT W/BATTERY BACK PACK FLUORESCENT LED LIGHT FIXTURE a SUB -LEI! ER INDICATES CONTROLLING SWITCH SUB -LETTER INDICATES CONTROLLING SWITCH, a CONTROLS OUTER LAMP(S) AND b CONTROLS INNER LAMP(S) $ SINGLE POLE SWITCH, +42" Sc! SUB -LEI I ER INDICATES FIXTURE CONTROLLED, +42" $3 THREE POLE SWITCH, +42" O DUPLEX RECEPTACLE, +18" OR AS NOTED IL ISOLATED GROUND DUPLEX RECEPTACLE, +18" OR AS NOTED O ISOLATED GROUND FOUR -FLEX RECEPTACLE, +18" OR AS NOTED FOUR-PLEX RECEPTACLE, +18" OR AS NOTED • REMOVE EXISTING RECEPTACLE IZY FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER LY NON -FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER I 1 V TELEPHONE OUTLET WITH 3/4" CONDUIT TO CEILING SPACE OR AS SHOWN CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS INDICATES WIRES AND CONDUIT OTHER THAN #12,1/2"C C - METALLIC CONDUIT, PVC - PLASTIC CONDUIT ISOLATED GROUND OR GROUND CONDUCTOR WP +48" a) © FLEXIBLE CONDUIT CONNECTION AS REQUIRED TRANSFORMER BRANCH PANEL MECHANICAL UNIT WEATHER PROOF INDICATES MOUNTING HEIGHT OF EQUIPMENT/OUTLET CENTER LINE ABOVE FINISH FLOOR SINGLE RECEPTACLE, +18" OR AS NOTED MOTOR CONNECTION AS REQUIRED JUNCTION BOX, SIZE AND TYPE PER CODE EXIST. FEEDER L.0 EXIST. 4 #1 THW CU FEEDER 2"C 4 #1 THW CU PARTIAL ONE LINE DIAGRAM NO SCALE TO KEF-5 WH -7 ON PLATFORM. VERIFY LOCATION WITH M.C. BEFORE ROUGH -IN INSTALLATION. 2-1/2"C 4 #4/0 THW CU NEW PANEL P9 SECT. I TO HOOD UGHTS. E.G. TO PROVIDE LAMPS & MAKE ALL FINAL CONNECTIONS. P9/46 HOOD CONTROL CABINET SEE DETAIL 2 SHEET E-2. SECT. I BYPASS s ID11 tO NEW PANELS RELOCATED PLATFORM PLAN SCALE: 1/8 = 1-0" RELOCATED EXISTING PANELS AND WATER HEATER. SEE PLATFORM DETAIL EXISTING PANELSF P, P9 iSt UPS TOdIBE RM0VED !I I II I a 1h 111 19 it 11r, PANEL H5. PANEL: V 208 / 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS M.L.O. 22000 A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE ICE MACH. #54 1.45 20/2 1 2 20/2 1.45 ICE MACH. #54 1.45 3 4 1.45 CARE/ICE DISPLAY #53/70 1.14 20/1 5 6 20/1 1.14 CARB/ICE DISPLAY #53/70 THEMRO SIMPLE (M21) * 0.24 20/1 7 8 20/1 0.60 RECEPTACLE TELEPHONE/FAX #31/32 1.51 20/1 9 10 20/1 0.13 COOLER LIGHTING * ICE MACHINE 1.45 20/2 11 12 20/1 0.52 PIZZA OVEN HOOD LIGHT * 1.45 13 14 0.52 CONDENSER COIL (F1 & G1) * 0.83 15/2 15 16 20/3 0.52 PIZZA OVEN FAN KEF-5 0.83 17 18 0.52 1.38 19 20 30/2 1.40 ICE MACHINE CONDENSER CU * 1.38 15/3 21 22 1.38 23 24 20/1 0.82 CONDIMENT COUNTER #56 ICE MACHINE 1.45 30/2 25 26 1.38 1.45 27 28 15/3 1.38 CONDENSER CU2 RECEPT. 0.20 20/1 29 30 1.38 2.16 31 32 20/1 0.72 TELE BOARD YOGURT MACHINE * 2.16 25/3 33 34 35/2 2.40 IU & OU-14 * 2.16 35 36 2.40 2.16 37 38 20/1 1.51 FOOD SERVICE LIGHTING * YOGURT MACHINE * 2.16 25/3 39 40 20/1 0.55 MENU PANEL LTS. * 2.16 41 42 20/1 SPARE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 10.29 10.94 9.32 17.87 KVA 17.37 KVA 16.1 KVA 7.58 6.43 6.78 TOTAL CONNECTED LOAD 51.34 KVA 142 A * NEW /REVISED LOAD. PROVIDE BREAKER AS SHOWN PANEL: H5 480 / 277 VOLTS 3 PHASE 4 WIRE 600 A CU BUS M.L.O. 22000 A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT SQ-D I -LINE CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE 42.00 1 2 42.00 COMPRESSOR 42.00 175/3 3 4 175/3 42.00 COMPRESSOR 42.00 5 6 42.00 5.47 7 8 3.21 FOOD SERVICE AC-3 * 5.47 30/3 9 10 15/3 3.21 POWERSOAK SINK * 5.47 11 12 3.21 SPACE 13 14 SPACE 35.00 15 16 SPACE SUBFEED 112.5 KVA 35.00 175/3 17 18 SPACE 35.00 19 20 SPACE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 82.47 82.47 82.47 127.68 KVA 127.68 KVA 127.68 KVA 45.21 45.21 45.21 TOTAL CONNECTED LOAD 383.04 KVA 460 A * NEW /REVISED LOAD. PROVIDE BREAKER AS SHOWN PANEL: UPS 208 / 120 VOLTS 3 PHASE 4 WIRE 100 A CU BUS M.L.O. 22000 A.I.C. MIN. NEW TOP FEED SURFACE MOUNT SQ-D NEHB CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE (KVA) A B C CIRCUIT USE REG #6 1.00 20/1 1 2 20/1 1.00 CRM #1 REG #4 1.00 20/1 3 4 20/1 1.00 CRM #2 REG #5 1.00 20/1 5 6 20/1 1.00 REG #12 REG 11111 1.00 20/1 7 8 20/1 1.00 REG #13 REG ij8 1.00 20/1 9 10 20/1 1.00 REG #14 REG #3 1.00 20/1 11 12 20/1 SPARE IDF MSB 1.00 20/1 13 14 20/1 1.00 REG #15 REG #16 1.00 20/1 15 16 20/1 1.00 REG # 7 REG #1 1.00 20/1 17 18 20/1 SPARE REG #9 1.00 20/1 9 20 20/1 SPARE REG #2 1.00 20/1 21 22 20/1 1.00 REG #16 REG #7 1.00 20/1 23 24 20/1 SPARE EDP 1.00 20/1 25 26 20/1 1.00 EDP EDP 1.00 20/2 27 28 20/1 1.00 EDP 1.00 29 30 20/1 1.00 TRANE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 5.00 5.00 5.00 9 KVA 10 KVA 7 KVA 4.00 5.00 2.00 TOTAL CONNECTED LOAD 26 KVA 72 A RECEIVED CITY OF TUKWILA AUG 28 2018 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED FT.1 z 014 Z '4IC°"01:111 491:14 0: ieij eV) • $ t s 2, 0 SION DATE: AUGUST 10, 2018 ISSUE DATE: FEBRUARY 23, 2018 ARCHITECT REFERENCE NO: 93-0440- CO = w LLI w CL CO cn ffi CO CO I 1111 .,. CDC° P4 CO°3CCI CD ,f ,c211.:•'.11.1s1:III' C71:4: C:9 C;C: CDCS9E-(C; 1 1:Ci d r:4 P"T4 ,r!4 r0 pz 0 0 I- Eld OLL- Id z LL'j r?.1 1 C = r4 CC V) 0 O 1 0 0 ::I.: W,: .... (11 Z :II = Ll !,,,i :L I:III CO CL :„.:i • I < cc IIIII 0 0 I- R Luz o_ P id ,id lil D 2 :::i 0 1- :::: ° I- M a D I.IIII: • 0 (1) 2 A 2 I- 0 ':I1 L" I- ..li ° CC „',„:: 1 rr : o cx i!• !!,) z o N _ 0 - Id1 1 rl ri t3 !..1 ,. E _ 1 ,., PROJECT NO:17-400 1-1 ROOF INSULATION AriorjT+' '''...am11►rL101`1►4� 1' 'wellTft _ WOOD TRUSSES UNISTRUT #P3300 (1-5/8" X 7/8") FLEXIBLE WIRING SYSTEM LOCKED HOOK )06146011 1111611144141131.11 mow SAI-LIY CABLE UNISTRUT #P3300 (1-5/8" X 7/8") WITH UNISIHUT BEAM CLAMPS #PFLO37T OR EQUAL TO TRUSS - 2 PLACES. ATTACH SAFETY CABLE AT TWO POINTS BOTTOM OF FIXTURE +23' A.F.F. TYPICAL. ADJUSTABLE CHAIN HANGER TO MEET 23' FIXTURE CLEARANCE HEIGHT. NOTES: IF ANY CONFLICTS OCCUR WITH TRUSSES, COORDINATE FIXTURE RELOCATION WITH ARCHITECT/ENGINEER. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MOUNTING ACCESSORIES AS REQUIRED, INCLUDING SAFLIY HOOKS,CHAIN, UNISTRUT, ETC.. FOR FIXTURE MOUNTING. PROVIDE STAINLESS STEEL STRANDED SAFETY CHAIN_ SECURE BETWEEN FIXTURE/BALLAST BODY AND THE NEAREST BUILDING STRUCTURE MEMBER. TYPICAL ALL H.I.D.'S HIGHBAY FIXTURE MOLNTIKK G DETAIL NO SCALE LINE IN FROM HOOD CONTROL CABINET CAPTIVEAIRE SC-EMS2011 (S.O.I.C) NSUL BUILDING POWER SUPPLY BY E.C. GAS SOLENOID CAT 5 WIRING TO USER INTERFACE BY M.C. HCC (H WIRING BY M.C. AC UNIT INTERLOCK (FOOD SERVICE ONLY) EXHAUST FAN EXHAUST FAN HOOD LIGHTS POWER OUT TO 11� SHUNT IKIP EQUIPMENT BY E.C. (EQUIPMENT (DE ICATEI FAN) D CONDUIT UNDER HOOD) ROTISSERTF/FQOD SERVICE EXHAUST FAN WIRM G DIAGRAM SCALE: NTS FOOD SERVICE - EQUIPMENT LIST ITEM No. QUANTITY ITEM DESCRIPTION VOLTS PHASE AMPS KW HP CONNECTION MOUNTING HTS MFG & MODEL 13 4 CASH REGISTER PACKAGE 120 1 5.0 EA NEMA 5-20R +19" IBM 16 2 INSECT LIGHT 120 1 2 NEMA 5-20R +57" ECOLAB - STEALTH MAXIMA 809 1 DOUGH PRESS 120 1 0.9 NEMA 5-20R +42" DOUGH PRO - DP1300 813 1 PIZZA PREP. COUNTER 120 1 10.25 NEMA 5-20R +42" KAIRAK - KRP-96S 817 2 HOOD PACKAGE 120 1 1 J BOX CAPTIVEAIRE 6624ND-2-PSP-B 818 1 PIZZA DISPLAY 120/208 1 14.3 NEMA L14-20R +19" HATCO 821 1 OVEN (triple stacked) (3) 120 1 10 EA NEMA 5-20R WOLFE XLT 3855-TS 823 1 HOT DOG COOKER 208 3 39.7 SEE FS PLAN NOTE +24" H&K DALLAS 831 1 SMOOTHY MACHINE 208/208 1 16.0/13.0 NEMA 6-20R +14" TAYLOR/342D 865 1 REMOTE PRINTING PACKAGE 120 1 2.0 NEMA 5-20R +54" 846 3 SODA / ICE DISPENSER 120 1 3.0 NEMA 5-20R +14" LANCER 847 3 ICE MACHINE 208 1 12 NEMA 6-20R. +116" FOLLETT 848 1 CONDIMENT COUNTER 120 1 6.9 MEMA 5-20R +12" UNIVERSAL STAINLESS 856 1 YOGURT MACHINE 208/208 3 / 3 21.0/18.0 MEMA 15-30R +14", +18" TAYLOR/C712 858 1 REACH IN FREEZER 120 1 11.3 NEMA 5-20R +48" TRAULSEN G12011 863 3 DIGITAL SCALE 115 1 .2 +42" YAMATO/PPC-200W 866 U 120 1 14.0 EA NEMA 5-20R +19" WIS 0 886 1 HAMBURGER PREP REFRIGERATOR 120 1 7.3 NEMA 5-15P +18" CONTINENTAL SW48-8 887 1 HAMBURGER PREP CVAP R 120 1 12 NEMA .5- 5R +18" CVAP 2 ABL OP WARMER 120 1 2.5 NEMA 5-20R + APW �j 8/tOf2018 893 1 PIZZA BOX WARMER 120 1 2.4 NEMA 5-15R +18" HARDT RECEPTACLE IN CEILING SPACE 3/4'C P9/36 3/4'C #10, 1'c P9/35 WP KEF-5 &j 8f10/2018 P9/1-2 P9/8 P9/11 P9/16,20,24 P9/21 r(HMI) HOOD REMOTE INDICATOR (J PROVIDE LABEL "HOOD CONTROL PANEL" SEE DETAIL 4 THIS SHEET 3/4'C t'c TO HOOD CONjI'ROL CABINET ON P TFORM POWER PLAN SCALE: 1/4" = 1'-0" WIRING FOR CO2/FAN INTERLOCK. COORDINATE WITH M.C. P9/32 WALL STUD CONDUIT /// HUBBELL BOX MMB601002W IN WALL 12X12 ACCESS DOOR BY G.C. UBBELL RECEPTACLE HBL56DRS1W HUBBELL PLUG HBL56DPS1W CUTOUT IN DOOR WITH GROMMET FOR CORD BY G.C. STEAM TABLE POWER SCALE: NO SCALE: NONE PLAN NOTES: Q REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA (SEE ARCHITECTURAL PLAN) TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. 0 ALL CONDUITS PENETRATING THE WALK-IN COOLER SHALL BE SEALED. 0 PROVIDE MATCHING RECEPTACLES FOR ALL EQUIPMENT AS REQUIRED. VERIFY EXACT NEMA TYPE FROM THE EQUIPMENT SUPPLIER. MAKE ALL FINAL CONNECTIONS FOR ALL EQUIPMENT. Q SEE ARCHITECT FOOD SERVICE DRAWINGS FOR LOCATION OF EQUIPMENT LAY OUT. © E.C. TO PROVIDE 60A, 4-POLE, 5-WIRE RECEPTACLE AND PLUG. SEE DETAIL 3/E-2. 0 E.C. TO MAKE ALL FINAL CONNECTIONS FOR CO2 SENSOR SYSTEM. MOUNT CO2 SENSOR AT 18". MOUNT ALARM REPEATERS AND WARNING SHEET AT 60". E.C. TO INSTALL SENSOR AND ALARM REPEATERS PER MANUFACTURER'S SPECIFICATION. PROVIDE CAT 5 WIRING BETWEEN SENSOR AND REPEATER. MAKE ALL FINAL CONNECTIONS. IF SENSOR COMES WITH CORD AND PLUG, PROVIDE WP RECEPTACLE WITH IN -USE LOCKABLE METAL COVER. 8 E.C. TO REMOVE ALL EXISTING FLUORESCENT LIGHT FIXTURES. PROVIDE NEW FIXTURES. LOCATE AND REWIRE AS SHOWN. PROVIDE NEW WIRES, CONDUITS, J-BOXES ETC. AS REQUIRED. REUSE EXISTING CIRCUITS. E.0 TO REUSE EXISTING SWITCHES TO CONTROL THE NEW LIGHTING. VERIFY EXISTING CONDITION. p9 E.C. TO REMOVE EXISTING LIGHT SWITCHES & PROVIDE LIGHT SWITCHES AS SHOWN. EXTEND EXISTING FEEDER TO NEW LOCATION. PROVIDE NEW WIRE AND CONDUIT AS REQUIRED. REUSE EXISTING CIRCUIT. E.C. TO COORDINATE WITH REFRIGERATION FOR ROUTING CONDUIT IN REFRIGERATION SUPPLIED PANELS. WP DISCONNECT SUPPLIED BY OWNER, INSTALLED BY E.C. O PROVIDE LABEL "POWERSOAK" WATER BOOSTER PUMP WATER REVERSE OSMOSIS SYSTEM CO2 SENSOR AND ALARM a REPEATER. E.C. TO MAKE ALL FINAL CONNECTIONS. INCLUDING EF INTERLOCK CO2 DISPLAY AND ALARM REPEATER. E.C. TO MAKE ALL FINAL CONNECTIONS. E-2 E-2. PIZZA OVEN TRIPLE STACK PIZZA OVEN SCALE: NONE SINGLE (5-20R) RECEPTACLE (HUBBLE HBL5361I) SINGLE (5-20R) RECEPTACLE (HUBBLE HBL53611) SINGLE (5-20R) RECEPTACLE (HUBBLE HBL5361I) 12" RECESSED J-BOX AND CONDUIT W/ SS COVERPLATE. 12" 24" CONNECTION DETAIL PANEL: P9 208 / 120 225 A CU NEW TOP FEED VOLTS 3 PHASE BUS M.L.O FLUSH MOUNT 4 WIRE 10000 A.I.C. MIN. SQ-D NQOD CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE SPARE 20/1 1 2 20/1 SPARE SPARE 20/1 3 4 20/1 SPARE SPARE 20/1 5 6 20/1 SPARE FOOD SERVICE RECEPT 0.72 20/1 7 8 20/2 1.31 SMOOTHIE MACHINE DOUGH PRESS & AIR COMP.*** 1.40 20/1 9 10 1.31 FOOD SERVICE RECEPT 0.54 20/1 11 12 20/2 1.31 SMOOTHIE MACHINE PRINTER /INTERCOM 0.72 20/1 13 14 1.31 SPARE 20/1 15 16 20/1 1.20 PIZZA OVEN ** TABLETOP WARMER 1.50 20/1 17 18 --- (SHUNT TRIP BREAKER) FREEZER 0.96 20/1 19 20 20/1 1.20 PIZZA OVEN ** TABLETOP WARMER 1.50 20/1 21 22 --- CSHUNT TRIP BREAKER) PIZZA PREP 1.23 20/1 23 24 20/1 1.20 PIZZA OVEN ** PIZZA DISPLAY 1.00 20/2 25 26 --- (SHUNT TRIP BREAKER) 1.00 27 28 20/1 0.20 ANSUL SYSTEM * *** PIZZA WINDOW RECEPT. 0.18 20/1 29 30 20/1 0.36 SCALE RECEPTACLE SPARE 20/1 31 32 20/1 1.20 WATER BOOSTER PUMP*** SPARE 20/1 33 34 20/1 1.20 WH-7 CASH REGISTER 0.60 20/1 35 36 20/1 1.68 PRETZEL DISPLAY CASH REGISTER 0.60 20/1 37 38 4.76 CASH REGISTER 0.60 20/1 39 40 50/3 4.76 HOT DOG COOKER CASH REGISTER 0.60 20/1 41 42 4.76 SECTION 2 OF 2 REG 1 & 2 1.00 20/1 43 44 20/1 1.00 REG 9 & 10 REG 3 & 4 1.00 20/1 45 46 20/1 1.00 REG 11 & 12 REG 5& 6 1.00 20/1 47 48 20/1 1.00 REG 13 & 14 REG 7 & 8 1.00 20/1 49 50 20/1 1.00 REG 15 & 16 CIG. CAGE 1.00 20/1 51 52 20/1 1.00 REG 17 1 53 54 20/1 1.00 MIMO HAMBURGER PREP REFRID. 886 1.00 20/ 55 56 20/1 SPARE HAMBURGER REFRID. #887 1.44 20/1 57 58 20/1 SPARE 59 60 20/1 SPARE SPARE 1 8/10/2018 20/1 61 62 20/1 SPARE SPARE 20/1 63 64 20/1 SPARE SPARE 20/1 65 66 20/1 SPARE SPARE 20/1 67 68 20/1 SPARE SPARE 20/1 69 70 SPACE SPACE 71 72 SPACE SPACE 73 74 SPACE SPACE 75 76 SPACE SPACE 77 78 SPACE SPACE 79 80 SPACE SPACE 81 82 SPACE SPACE 83 84 SPACE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 7.00 7.94 6.65 18.78 KVA 18.61 KVA 17.96 KVA 11.78 10.67 11.31 TOTAL CONNECTED LOAD 55.35 KVA 153 A PROVIDE GFI BREAKERS FOR ALL 15A/1P AND 20A/1P CIRCUIT BREAKERS. UNLESS OTHERWISE NOTED. *PROVIDE LOCK -IN DEVICE & MARK 'LEAVE ON' ** PROVIDE SHUNT TRIP BREAKER *** NON GFI BREAKER Q8/10/2018 Lim aV / 1e 38a 38a X CD a X T b X X b ° TYP 38 I�'�--.--�"�-�'iHa � TYP 38a 31k TMP 38a MkEl 1� NI � (11 , TYP M „tr - .-- "b b b Y1c b b 1Ma 11 ma Sa pc b 38a All b Ma b Ma b 38.a 8a b b Ma b b 0 Sea b I 8a I b Ma 1 CITY 0 .y X • ' 1 #10 PEF b b V/38 R. ( (6) ATE ATE T AND ROVAL {REQUIRED EIVED TUKWILA j 82018 CENTERtW I� l W AUGUST 10, 2018 z 0 sn ISSUE DATE: FEBRUARY 23, 2018 T REFERENCE NO:93-0440- to O cc PROJECT NO:17-400 C.) r1 ESALE TUKWILA WASHINGTON FOOD SERVIC AREA OF ORK PROJECT DIRECTORY PROJECT GENERAL NOTES >/ 1 IMF •MIN-6111•1111111•111111•1111111MMIIM 11 00 ENTRANCE FOOD SERVICE ALTERATION PER SHEETS A101, A201, AND MIME STRUCTURAL, MECHANICAL, ELECTRICAL REFRIGERATION, AND FIRE PROTECTION (EXISTING ONE STORY BUILDING) I� F vi I AREA OF TENANT L. IMPROVEMENT THIS PERMIT. I COSTCO DRIVE 7 REGIONAL OPTICAL FACILITY eat coscro oRlvs OSTGOOR (et e) • EXISTING SITE PLAN SCALE: NOT TO SCALE NOTE: ACCESSIBLE ROUTE SHOWN DASHED OVER LEVEL ASPHALT AND CONCRETE PAVEMENT PROJECT DATA CLIENT: PROJECT ADDRESS: SITE AREA: BOUNDARIES INFORMATION: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 400 COSTCO DRIVE TUKWILA, WA 98188 14.02 ACRES (610,721 SF) THIS PLAN HAS BEEN PREPARED BY USING BARGHAUSEN CIVIL DWG DATED 6-24-99. BUILDING DATA: BUILDING AREA INSTALLATION BALER ROOM TOTAL BUILDING 206,910 SF 2,453 SF 2,903 SF 212,266 SF (REMAIN UNCHANGED) REGIONAL OPTICAL FACILITY 34,544 SF PARKING DATA: PARKING PROVIDED: 10' WIDE STALLS 9' WIDE STALLS ®ADA ACCESSIBLE STALLS 670 STALLS 82 STALLS 15 STALLS TOTAL PARKING NO. OF STALLS PER 1000 SF OF BUILDING AREA: 767 STALLS (REMAIN UNCHANGED) 3.61 STALLS NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. VICINITY MAP 045 TUKWILA PKWY SOUTH CENTER PKWY ANDOVER PKWY WEST ANDOVER PKWY EAST COSTCO DRIVE S. 180TH WEST VALLEY HWY OWNER ARCHITECT STRUCTURAL MECHANICAL / PLUMBING / ELECTRICAL FIRE PROTECTION REFRIGERATION CONSULTANT WALK-IN COOLER MANUFACTURER EXHAUST HOOD MANUFACTURER SPECIAL INSPECTIONS COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 t 425.313.8100 MG2 1101 SECOND AVENUE, SUITE 100 SEATTLE, WA 98101 t 206.962.6500 f: 206.962.6808 PROJECT MANAGER: KEN WONG ENGINEERS NORTHWEST INC. 9725 THIRD AVE NE, SUITE 207 SEATTLE, WA 98115 t 206.525.7560 f: 206.522.6698 T.E., INC. 830 NORTH RIVERSIDE DRIVE #200 RENTON, WA 98057 t: 425.970.3753 NRG FIRE CONSULTING 4000 AURORA AVE N #222 SEATTLE, WA 98103 t: 206.789.0165 ARNEG USA 750 OLD HARGROVE ROAD LEXINGTON, NC 27295 t 336.596.7531 CUSTOM COOLER 420 E. ARROW HIGHWAY SAN DIMAS, CA 91773 t: 909.592.1111 CAPTIVEAIRE 4641 PARAGON PARK ROAD RALEIGH, NC 27616 t 919.882.2410 KLEINFELDER 14710 NE 87TH STREET, SUITE 100 REDMOND, WA 96052 t: 425.636.7900 DRAWING SHEETS ARCHITECTURAL TS101 TITLE SHEET & SITE PLAN A101 FLOOR PLANS AND ELEVATIONS A201 EQUIPMENT PLAN, ELEVATIONS, AND DETAILS A202 SECTIONS AND DETAILS STRUCTURAL S1.1 FOOD SERVICE FRAMING PLAN, SCHEDULES AND GENERAL NOTES S1.2 PARTIAL FOUNDATION PLAN AND SECTION S2.1 CEILING FRAMING SECTIONS MECHANICAL M-1 PARTIAL FLOOR PLAN, FOOD SERVICE HVAC PLANS, LEGEND, NOTES, DETAILS M-2 ENLARGED HVAC PLANS AND DETAILS PLUMBING P-1 PARTIAL FLOOR PLAN, LEGEND, NOTES, DETAILS AND GAS TABLES P-2 FOOD SERVICE DEMO WASTE & VENT PLANS, AND DETAILS P-3 FOOD SERVICE PLUMBING AND PLUMBING DEMO PLANS ELECTRICAL (FOR REFERENCE, UNDER SEPARATE PERMIT) E-1 PARTIAL FLOOR PLAN, PARTIAL ONE -LINE DIAGRAM,LIGHTING FIXTURE SCHEDULE, LEGEND, NOTES AND PANEL SCHEDULES. E-2 FOOD SERVICE POWER & LIGHTING PLANS, EQUIPMENT LIST, PANEL SCHEDULE, DETAILS AND NOTES FIRE PROTECTION FP1.0 TITLE SHEET - FIRE PROTECTION COVER SHEET FP2.0 TITLE SHEET - FIRE PROTECTION PIPING PLAN FP3.0 TITLE SHEET - FIRE PROTECTION DETAILS ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS SCOPE OF WORK SYMBOLS DETAIL DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT SHEET WHERE DRAWN WALL SECTION DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT REVISION CLOUD AND DELTA WORK, CONTROL OR DATUM POINT 50'-0" AFF SHEET WHERE DRAWN SLOPE DIRECTION WITH DATUM MARK INTERIOR ELEVATION DETAIL IDENTIFICATION SHEET WHERE DRAWN WALL TYPES 3 5/8" METAL STUDS UNO AT 16" OC WITH MATERIAL AND FINISH PER SCHEDULE PRE -FABRICATED COOLER WALL PANEL STUCCO EMBOSSED WHITE GALVANIZED FINISH igik SLOPE DOWN PROPERTY LINE FENCE x x x BREAKLINE NEW CONSTRUCTION -SHOWN SOLID EXISTING CONSTRUCTION TO REMAIN - SHOWN LIGHT BACKGROUND MATERIALS 1 ACOUSTICAL TILE STEEL WOOD BLOCKING WOOD MEMBER AC-4 AFF BFF BOT CL CLR CLG CMU COL CONC EA ELEV EQ EVAC EVAP EXT FF FRPP FRT FTOF GC GFP GWB HORIZ HVAC IBC NTS OC O TO 0 PB PF-A PERP PLYWD R RCP RD RL REFRIG S.F. 24X48 SUSPENDED GRID WITH MOISTURE RESISTANT, WASHABLE LAY -IN GYPSUM BBOARD ACOUSTIC TILE ABOVE FINISHED FLOOR (SLAB) BELOW FINISHED FLOOR (SLAB) BOTTOM CENTER LINE CLEAR CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE EACH ELEVATION EQUAL VACUUM DRAINAGE SYSTEM EVAPORATIVE CONDENSER EXTERIOR FACTORY FINISH FIBER REINFORCED PLASTIC PANEL(S) FIRE RETARDANT TREATED FINISH TO FINISH FACE GENERAL CONTRACTOR GYPSUM FIBERBOARD PANEL GYPSUM WALLBOARD, GYPSUM HORIZONTAL HEATING, VENTILATION, AND AIR CONDITIONING INTERNATIONAL BUILDING CODE NOT TO SCALE ON CENTER OUT TO OUT POLYMER BASE - COVED POLYMER CLOORING PERPENDICULAR PLYWOOD RADIUS REFLECTED CEILING PLAN ROOF DRAIN RAIN LEADER REFRIGERATION No SQUARE FEET SIO SIV SOIL SON SOFT SS SSTCG STD STL STRUCT TOJ TOM TOP TOS TOW T&B TYP UNO VERT VIF W/ W/O WD SUPPLIED AND INSTALLED BY OWNER SUPPLIED AND INSTALLED BY VENDOR SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SUPPLIED BY OWNER INSTALLED BY VENDOR SQUARE FEET SERVICE SINK, SANITARY SEWER STAINLESS STEEL CORNER GUARD STANDARD STEEL STRUCTURE, STRUCTURAL TOP OF JOIST TOP OF MASONRY TOP OF PARAPET TOP OF STEEL TOP OF WALL TOP AND BOTTOM TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD WITH WITHOUT --- WOOD 1SEP 11`11t_ REQU'i T REVISIONS changes shall be made to the scope of work withol;t prior approval of Tukwila Building Division. NOTE: Fs' lsicns will require e PEW plan submltl ari may i I;,:u:Ie add t or al plan review fees BUILDING: THE CONSTRUCTION CONSISTS OF THE DEMOLITION AND THE RECONSTRUCTION OF THE FOOD SERVICE AREA THE WORK INCLUDES, BUT IS NOT LIMITED TO, FIRE PROTECTION, REFRIGERATION, MECHANICAL, PLUMBING AND ELECTRICAUUGHTING SYSTEMS. ON SITE: NO WORK THIS PERMIT OFF SITE: NO WORK THIS PERMIT BELOW SUBMITTAL PREPARED BY OTHER REFRIGERATION R8.0 PROPOSED REFRIGERATION FOOD SERVICE PLAN WALK-IN COOLER FABRICATION DRAWING - SHEET 1 FOOD SERVICE COOLER EXHAUST HOOD FABRICATION DRAWINGS TOTAL 11 PAGES CODE SUMMARY DEFERRED SUBMITTALS APPLICABLE BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE 2015 NATIONAL ELECTRICAL CODE 2015 WASHINGTON STATE ENERGY CODE 2015 WASHINGTON STATE AMENDMENTS 2017 IOC A117.1 STANDARD FOR ACCESSIBLE BUILDINGS AND FACILITIES ZONING: C.D. OCCUPANCY GROUPS: M CONSTRUCTION TYPE: TYPE III-B [FULLY SPRINKLEREDI AND USABLE FILE C:370_n Permit NO. Plan review Epprcval is subjsct to Error3 End omissions. Approval of cons(ruc:ion documents does net authorize the violation of any adopted coda or ordinance. Receipt of approved Fiery and conditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THE SUBMITTAL DOCUMENTS. THE FOLLOWING ARE DEFERRED SUBMITTALS: ANSUL FIRE PROTECTION SUBMITTAL BY CONTRACTOR CORRECTION L.TR#�__ �..- 00 RECEIVED CITY OF TUKWILA FEB 28 2010 PERMIT CENTER GENERAL NOTES 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42-INCHES. 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK. c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. d. IF NECESSARY TO COMPLETE THE WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. 5 THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR -CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST -DISRUPTIVE AS POSSIBLE TO THE OWNER'S OPERATIONS. 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. 7. DIMENSIONS ARE TO/FROM THE: a CENTERLINE OF INTERIOR COLUMNS. b. GRID LINES ADJACENT TO THE EXTERIOR WALL (FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THE GRID LINE) c. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. d. FACE OF STUDS. e. FACE OF CONCRETE OR MASONRY (NOMINAL) f. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB (ALSO NOTED AS FINISHED FLOOR OR INDICATED BY THE 'DATUM' SYMBOL) UNLESS NOTED OTHERWISE. ALL DIMENSIONS NOTED `CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE WAINSCOT AND TRIM. h. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR OPENING IS 6-INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL. 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 9. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. 10. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, EQUIPMENT, ETC. AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 11. PLACE NO OBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. RUN PIPING, CONDUITS, ETC. IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. 12. ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THE WALLS. 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND/OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS, PIPING, ETC. ON WALLS OR CEILINGS. 14. ALL WORK IS TO BE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT. 15. ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. 16. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. 17. PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK 18. PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT LIMITED TO, SINKS, WALL BRACKETS AND WALL -HUNG ITEMS. 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 20. REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER IMPERFECTIONS. 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE JURISDICTION. 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS. LOUD ACTIVITIES (JACK -HAMMERING, SAW -CUTTING, ETC.) AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES (WATER, ELECTRICITY, GAS, FIRE SPRINKLERS/ALARM, SEWER, ETC) SHALL BE PERFORMED DURING NON -BUSINESS HOURS AS APPROVED BY THE OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. 23. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNS, REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY ALERTS DURING CONSTRUCTION. 24. ALL WORK IS TO COMPLY WITH THE APPLICABLE CODES. NO PART OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING REGULATION. 25. PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR WALL PENETRATIONS (CONDUITS, FIXTURES, ETC.) AND OPENINGS (DOOR FRAMES, WINDOWS, ETC.). 26. THE CONTRACTOR SHALL CONFIRM IF CONCRETE SLABS ARE POST -TENSIONED. IF ANY SLAB IS POST -TENSIONED, THE CONTRACTOR SHALL ACCURATELY LOCATE TENDONS, CONDUITS, PIPES, ETC. USING NON-DESTRUCTIVE TESTING METHODS SUCH AS IMAGING, INDUCED CURRENT METAL DETECTOR, ETC. AS RECOMMENDED BY THE POST -TENSIONING INSTITUTE. IF ANY PROPOSED PENETRATION IS IN CONFLICT WITH TENDONS, ETC., IMMEDIATELY NOTIFY THE ARCHITECT PRIOR TO PERFORMING ANY WORK. 9. DEMOLITION AND REMODEL CONSTRUCTION GENERAL NOTES 1. THE BUILDING WILL BE OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION. 2. CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF -HOURS 3. AREAS OF DEMOLITION SHALL INCLUDE, BUT ARE NOT LIMITED TO, ANY STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL, FIRE SPRINKLER, ETC. ITEMS NECESSARY TO COMPLETE THE DEMOLITION WORK. THE CONTRACTOR IS TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB, CURBS, REBARS, ETC. ASSOCIATED WITH DEMOLITION OF AREAS SHOWN. 4. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE OFFERED IN GOOD CONDITION TO THE OWNER. DURING THE BIDDING PERIOD, COORDINATE AND VERIFY WITH THE OWNER AS TO WHICH ITEMS ARE TO BE SALVAGED. 5. DO NOT INTERRUPT ANY SERVICES (WATER, PLUMBING, FIRE SPRINKLER, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. 6. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER AND COORDINATE AT LEAST 48-HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE SPRINKLER OR FIRE ALARM SYSTEMS. PROVIDE FIRE -WATCH AS REQUIRED BY THE JURISDICTION. 7. PROVIDE AND MAINTAIN EGRESS PATHS THROUGHOUT CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXIT SIGNS, LIGHTING, FIRE SPRINKLERS, ETC. OBTAIN FIRE MARSHAL APPROVAL PRIOR TO CLOSING ANY EGRESS OPENINGS AND/OR EGRESS PATHS DURING DEMOLITION/CONSTRUCTION. 8. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES WITHIN PROXIMITY OF THE WORK AREA PRIOR TO EXCAVATION. 9. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK TO EXISTING PRIOR TO STARTING ANY WORK. 10. PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED TO PREVENT DUST AND DEBRIS FROM SETTLING ON ADJACENT AREAS NOT UNDER CONSTRUCTION. REVIEW WITH AND OBTAIN OWNER'S APPROVAL FOR LOCATIONS. 11. CAP ALL UTILITIES AND DRAIN LINES BELOW THE FLOOR AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FLOOR PATCHING. 12. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION. 13. WHEN CUTTING AND PATCHING, THE CONTRACTOR SHALL USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING SURFACES. CUT HOLES AND SLOTS AS SMALL AS PRACTICAL/POSSIBLE, NEATLY TO SIZE REQUIRED AND WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. 14. WHERE EXISTING CONSTRUCTION IS REMOVED, CUT OR OTHERWISE DISTURBED, PATCH TO MATCH THE EXISTING ADJACENT SURFACES. SEAMS TO BE AS INVISIBLE AS PRACTICAL, REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LJNES SUCH AS CORNERS, CEILING LINES, TOP OF BASE, ETC. 15. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORM A SMOOTH AND EVEN TRANSITION. PATCHED WORK TO MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. 16. REMOVE AND REPLACE AREAS, SURFACES OR ITEMS THAT CANNOT BE SATISFACTORILY PATCHED. 17. AS A MINIMUM, THE LEVEL OF WORKMANSHIP SHOULD MATCH THE GENERAL LEVEL OF EXISTING WORKMANSHIP. 18. WHERE REQUIRED, TRIM EXISTING WOOD DOORS AS NECESSARY TO CLEAR FLOORING. SEAL CUT EDGES. 19. UNLESS SHOWN ON THE DRAWINGS OTHERWISE, DO NOT SUPPORT OR SUSPEND ITEMS, EQUIPMENT, HANGERS, ETC. FROM EXISTING STRUCTURAL MEMBERS (BEAMS, TRUSSES, JOIST, ETC.) WITHOUT WRITTEN APPROVAL OF A LICENSED STRUCTURAL ENGINEER. 20. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER (PARTICULARLY ROOF JOIST) WITHOUT WRITTEN APPROVAL OF A LICENSED STRUCTURAL ENGINEER. 21. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE DOCUMENTS IS CONSIDERED A MEANS, METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER TO SUPERVISE, APPROVE, AND/OR PROVIDE DRAWINGS FOR STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTRACT WITH THE ENGINEER DIRECTLY AND THE COST SHALL BE INCLUDED IN THE BASE BID. 22. ALL SYSTEMS AND SERVICES ARE TO BE LEFT OPERATIONAL PRIOR TO THE END OF EACH WORKDAY. 23. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSTTE DAILY AND LEAVE THE BUILDING AND GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. OPERATIONAL PHASING NOTES 1. THE PHASING INDICATED ON THE DRAWING IS THE OWNER'S PREFERRED OPERATIONAL SEQUENCES. THE CONTRACTOR SHALL CONFIRM THE OPERATIONAL PHASING WITH THE OWNER PRIOR TO STARTING CONSTRUCTION 2. THE PHASING SHOWN IS NOT INTENDED TO REPRESENT OR DICTATE CONSTRUCTION PHASING, MEANS, METHODS OR TECHNIQUES. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION PHASING SO AS NOT TO IMPACT THE OWNER'S OPERATIONS. 4. REMOVE WALLS, BOLLARDS, PLUMBING, ELECTRICAL, ETC. AND CAP UTILITIES BELOW THE FLOOR AS REQUIRED TO ACHIEVE THE OPERATIONAL PHASING. 5. PROVIDE TEMPORARY UTILITIES AS REQUIRED DURING PHASING. 6. WHEN THE WORK INCLUDES DEMOLITION OF OR TEMPORARILY COVERING OF THE EXISTING EXTERIOR SIGNAGE, THE CONTRACTOR SHALL PROVIDE A TEMPORARY 'COSTCO WHOLESALE" SIGNAGE (OF SIZE COMPARABLE TO EXISTING SIGN) UNTIL PERMANENT SIGN IS INSTALLED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. PROVIDE ILLUMINATION FOR THE TEMPORARY SIGN. CONFIRM LOCATIONS WITH THE OWNER. ®WHOLESALE TUKWILA, WASHINGTON LOCATION #006 400 COSTCO DRIVE TUKWILA, WA98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1101 Second Ave, Seattle, WA 98101 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 201B Ai City of Tukwila BUILDING DIVISION BRIAN J. BONAR, ARCHITECT 9775 \ARClTECT REGISTERED 1 ® MG2. All rights reserved. No part of this document may be reproduced in any form or by any means withou Fan in writing from MG2. DESCRIPTION issued for permit submittal 93-0440-32 PM: KEN WONG DRAWN: JE TITLE SHEET & SITE PLAN TS101 E PHOTO 5 I— I I I , MAIN SALES 6 EXIT EQUIPMENT PLAN L r ROOFTOP AIR CONDMONERS, SEE MECHANICAL & STRUCTURAL :f3 09, DINING AREA Ii BALER' ,COMPACTOR I ROOM] GWB - PAINT7 HOOD EXHAUST DUCT BEYOND, SEE MECHANICAL 1 !MUJHhIIIIIIII POS "REEZER 18' HT. MPU STORAGE COOLER SHOP -IN DAIRY 18HT. . 1 FOOD SERVICE ' I2OCCUP FOOD PREP 3 OCCUP. 17 OFFICE COOLER 183 0 OCCUP. NEW ROOFTOP AIR CONDITIONERS, SEE REFRIGERATION, STRUCTURAL. MECHANICAL AND ELECTRICAL BAKERY PREP. TTh POS COOLER 18' HT. POS FREEZER 18' HT. 11[ I FREEZER 18' HT. 77 \T SHOP -IN PRODUCE 18' HT. Tp; Lt ;OFFICE ROOF (TYP) --r OFFICE OFFICE • \ • OFFICE BAKERY COOLER L 10' HT. 11 ' i.__ j• ' [ , i q m q 0 ,r- = 0 nuj col -1 x - '' "3 REWS°TR140EONMLL'' III 't re a BAKERY COOLER 10' HT. • • -7 • BAKERY FREEZER 10' HT. MEAT COOLER 18' HT. MEAT PREP. RTV DELI PREP. 7-7 ROTISSERIE CHICKEN OVERSTOCK- • DELI COOLER TIRE SALES EMPLOYEE BREAKROOM I I I • RECEIVING TIRE INSTALLATION NOTE: FOR CEILING PLAN, SEE SHEETS M-4 AND E-1 • m J MECHANICAL ROOM G AREA OF WORK THIS PERMIT FOOD SERVICE ALTERATION OFFICE 11 STORAGE ESTROO • F WALL TYPES 3 5/8" METAL STUDS UNO AT 16" OC WITH MATERIAL AND FINISH PER SCHEDULE PRE -FABRICATED COOLER WALL PANEL STUCCO EMBOSSED WHITE GALVANIZED FINISH REFRIGERATION MECHANICAL ROOM D • B Th 3 22.-0" MENU OARD 6I-0* 2"---, f---, 0- 02 TYP )0, 4 I OPEN .-. I WA IIIIIIIIIIIIIIIIIIIIIIIIIIIIII *24,-.. PATATA.MMXER0433.155.0ra. 104014T1:03,WPTXMW01.0.0.0800 TAAVIWP0.33.W r CART RAILS, 6" BASE TYPICAL VIEW FROM DINING AREA Or STOREFRONT WINDOW SCALE: 1/4" = —FRPP 1Z-ii"LkFL,k_ TOP OF WD TRIM T-2" AFF BOT MENU BOARD T-0" AFF Akkh OPENING HEAD 240" TOP OF COUNTER; BOT OF CART RAIL FIN FL oithi O'-0" 5 2 GWB- PAINT 1AOTTIet FLOOR PLAN SCALE: 1" = 20'-0" 17-0" AFJ4 TOP OF WD TRIM 2'-10"AFF BOT OF CART RAIL FRPP 0'-0" VIEW FROM CORRIDOR CART RAILS, 6" BASE TYPICAL SCALE: 1/4" = 1'-0" _TT DINING AREA III FOOD SERVICE ; 7- MPU STORAGE COOLER ;I; 1 7 ING AID T NOTE: 4'X7' WOOD DOOR AND STEEL FRAME, HARDWARE BELOW: -SCHLAGE ND53RD LOCK -ROCKWOOD 409 WALL STOP -ROCKWOOD K1038 US32D ARMOR PLATE -IVES SR64 SILENCERS ! ' ' OFFICE BAKERY PREP. OFFICE OFFICE OFFICE OFFICE DEMOLITION KEY NOTES 2 3 SALVAGE/RELOCATE WATER HEATER AND ELECTRICAL PANELS DEMOLISH FOOD SERVICE, FOOD PREP, MECHANICAL/ELECTRICAL ROOM AND STORAGE AREA COMPLETELY FOR NEW CONSTRUCTION. REMOVE ROOFTOP HVAC, SEE MECHANICAL EXISTING ROOF CURB TO REMAIN F POS COOLER 18' HT. POS FREEZER 18' HT. IF 33 Pos ' FREEZER 18' HT. , MEA COOL, 18' H MEA1 PREP DELI PREP. • ROTISSERIE CHICKEN I I II I I I I T PARTIAL DEMOLITION PLAN SCALE: 1" = 20`-0" EGRESS SUMMARY WAREHOUSE: TOTAL OCCUPANTS - WAREHOUSE: 5,451 (TIRE CENTER EXCLUDED) EGRESS WIDTH PER PERSON: 0.20 REQUIRED EGRESS WIDTH (IN INCHES): 1,090 ACTUAL EGRESS WIDTH (IN INCHES): (24) 48" DOORS AT 45" NET = 1,080 (2) 36" DOORS AT 33" NET = 66 TOTAL = 1,146 5/8' GWB 3 5/8" METAL STUDS DOUBLE STUDS AT JAMB 1/2" TYP HM FRAME (PAINT) JAMB ANCHOR MIN 3 PER JAMB DOOR PER PLANS C06:F C.s.CTIVPLJANCE- APPROVED t4AR 0 1 2018 City of Tukwila BUILDING DIVISION WHOLESALE TUKWILA, WASHINGTON LOCATION #006 RECEIVED CITY OF TUKWILA FEB 2 8 2018 PERMIT CENTER HM DOOR JAMB AT FOOD PREP SCALE: 3" = 1'-0" 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1101 Second Ave, Ste 100 Seattle, WA 98101 BRIAN J. BONAR, ARCHITECT - MG2. All nghts reserved. No part of this document may be reproduced in any form or by any means without permlaston watmg from MG2. A DATE 2/26/18 DESCRIPTION issued for permit submittal 93-0440-32 PM: KEN WONG DRAWN: JE FLOOR PLAN AND ELEVATIONS A101 CV FOOD SERVICE EQUIPMENT LIST EQ ID DESCRIPTION DETAILS/REMARKS 001 DETERGENT PACKAGES 004 HAND SINKS WTH KNEE VALVE, SEE DETAILS 28/M-2, 2/A202 006 WALL FLASHING (SIZED TO SINK) GC TO ADHERE TO WALL 011 PAPER TOWEL DISPENSER 013 CASH REGISTER PACKAGES 016 INSECT LIGHT MGR COORD INSTALL B00 WALL SHELF PACKAGE 801 WORK TABLE 805 MOBILE WORK TABLE 806 TABLE WTH SINK 807 STAINLESS STEEL COUNTERTOP 808 STAINLESS STEEL CABINET 809 DOUGH PRESS W/ CORD SET 811 DOUGH PRESS TABLE 813 PIZZA PREP TABLE SELF-CONTAINED W/ SHELF 815 PIZZA PAN RACKS 816 PIZZA CUTTING TABLE (POLYTOP) 817 HOOD PACKAGE SEE DETAIL 19/M-4 819 PIZZA SAUCER 821 STACKED CONVEYOR OVEN SEE DETAIL 15/M-5 823 HOT DOG COOKER 831 SMOOTHIE MACHINE 838 WATER FILTER SYSTEM 839 WATER BOOSTER PUMP WATER STUB BY GC 840 STAINLESS STEEL SHELF AT PIZZA PASS-THRU PER DETAIL 3/A202 845 SYRUP RACK PACKAGE EXISTING 851 MENU PANEL PACKAGE SEE ELEVATIONS 856 YOGURT MACHINE GC TO INSTALL PLUGS 858 REACH -IN FREEZER 860 124' POWER SOAK SINK WALL FLASHING (SIZED TO SINK) 864 REMOTE PRINTER SHELF 865 REMOTE PRINTER PACKAGE 874 MOBILE EQUIPMENT STAND 875 MERCHANDISER 888 SANDWICH TABLE 889 TABLETOP WARMER 892 CO2 DETECTOR ALARM REPEATER 893 PIZZA BOX WARMER 894 CO2 CENTRAL DISPLAY N 'L - SHAPED' 16 GA SATIN FINISH STAINLESS STEEL ®AT CORNER ♦ 1/4" LONG MTL "HUGGERS" AT t 10 DEGREES • ='U - SHAPED' 16 GA SATIN FINISH STAINLESS STEEL ® AT WING WALL TYPICAL END SCALE: NT$ FRPP WHERE OCCURS DOUBLE STUD NOTE: - EXTEND CORNER GUARDS TO FINISH FLOOR WHERE POLYMER BASE OCCURS UNO - FULL HEIGHT OF OPENING, UNLESS NOTED OTHERWISE -ADHESIVE TO WALL CORNER GUARDS (CG) SCALE: 3" = 1'-0" jiii FIN FLR = 0%0" CURB SIMILAR, ADD REBAR SST PANEL ON GFP CONT SEALANT BY GC POLYMER--� ♦ N ♦ 1.-0" CONCRETE CURB AT PIZZA OVEN SCALE: 3" = 1'-0" STUD BEHIND TRIM 5/8" GYPSUM FIBER PANEL W/ TAPED FINISHED JOINTS CONTINUOUS SEALANT COOLER WALL OR CEILING WHERE OCCURS /2 MIN FASTENERS AT 12" OC, MAX, TYP STAINLESS STEEL WALL PANEL *EDGE TRIM ©PANEL JOINT ©INSIDE CORNER A CONTINUOUS SEALANT CURB NOTE: TYPICAL AT ALL PANEL JOINTS - INSTALL FULL BED OF SEALANT IN TRIM PIECE, AND THEN PUSH PANEL INTO PLACE FOR FULL EMBEDMENT ©OUTSIDE CORNER STAINLESS STEEL PANEL JOINTS Z Z Y 0 Z ROOF FLASHING ABOVE EQUIPMENT PLAN SCALE: 114" = 9 Z 0 0 0 0 Z LJ 6 x• — ABOVE r UNDER, TYP. FOOD SERVICE SSTCG e1 24'-91/2" ROOM FINISH SCHEDULE LOCATION ROOM NUMBER ROOM NAME R (SF) FLOOR BASE WALL CEILING DETAILS/REMARKS MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HT FOOD SERVICE 181 FOOD SERVICE 363 SF EXIST. CONC. NOTE 1 CONC. NOTE 1 GFP NOTE 3 AC-4 NOTE 4 9'-0" CURB DETAIL 12 182 FOOD PREP 496 SF EXIST. CONC. NOTE 1 CONC. NOTE 1 GFP NOTE 3 AC-4 NOTE 4 9"-0" CURBS DETAILS 11,12 184 FOOD PREP 341 SF EXIST. CONC. NOTE 1 CONC. NOTE 1 GFP NOTE 3 AC-4 NOTE 4 9"-0" CURBS DETAILS 11, 12 183 COOLER 196 SF EXIST. CONC. NOTE 1 CONC. NOTE 1 NOTE 2 NOTE 2 NOTE 2 NOTE 2 10"-0" CURB DETAIL 12 FINISH KEY NOTES 1. POLYMER FLOORING COLOR AND TEXTURE TO MATCH EXISTING WHERE OCCUR 2. WALK-IN COOLER WALL AND CEILING PANEL SYSTEM BY CUSTOM COOLER, INC. MANUFACTURER. 3. SST ON GFP- FULL HEIGHT BEHIND OVEN WHERE OCCUR PER DETAIL 9/A201. FRPP ON FRP FULL HEIGHT 4. SUSPENDED CEILING GRID AND TILE PER DETAIL 4/A202. SEE SPECIFICATION SECTION 211300 FIRE SUPPRESSION SPINKLER METAL INSULATED PANEL (SIO) WHERE OCCUR 3-5/8" METAL STUDS - UNO 5/8" GYPSUM FIBER PANEL- UNO FRPP FULL HEIGHT 3/4" CHAMFER POLYMER BASE INTEGRAL WITH FLOORING - EXTEND OVER TOP OF CURB CONTINUOUS;# #4 AT 36" OC MAXIMUM AND WITHIN 12" OF CORNER 3/8" RADIUS, MINIMUM TYPICAL dik FIN FLR = 0,-0" POLYMER CONCRETE CURB AT TYPICAL STUDS SCALE: 3" = 1'-0" FRPP- FULL HEIGHT FOOD PREP / FOOD PREP 7 518" GYPSUM FIBER PANEL- FULL HEIGHT 2'-0" SQ DRAIN PER PLUMBING BUILT-IN MOP SINK (LOOKING AT BACK WALL) POLYMER CONCRETE CURB-4 SIDES, SIM FIN FLR = itikk 0'-0" OPEN OPEN T FRPP� CURB (�I FOOD SERVICE - WAREHOUSE WALL SCALE: 1/4" = 1'-0" .................. ...................... . _ .............. ........... .,.. .. 7FRDD .... 2 01 CURB 7 _ . • FOOD PREP - CENTER WALL CURB POST SIGN AT DOOR 'THIS DOOR IS BLOCKED" SSTCG 5'-0" OPENING COOLER �l 71!L // ///. 50'4" 17 12'-3" SST PANEL - POLYMER ON FULL HT OF CONCRETE CURB WALL, SIM SST CORNER 3UARD (TYP.) SST CORNER GUARD (TYP.) i STAINLESS STEEL PANEL FOOD PREP BACK WALL SCALE: 114" = 1'-0" NOTE: TYPE-1 EXHAUST HOOD. SEE SECTION 212300 AND CAPTIVEAIRE SUBMITTAL. CONTRACTOR TO PROVIDE SUPERVISED MONITORING OF THE ANSUL SUPPRESSION PER NFPA 72 STANDARDS THROUGH THE EXISTING BUILDING ALARM SYSTEM POLYMER ON CONCRETE CURB 856 TELE!HONE SLAB REPAIR SEEA101 DEMO PLAN AND STRUCTURAL FOOD PREP SSTCG 05' 3' ABOVE '-11 1 5-0" NOTE: TYPE-1 EXHAUST HOOD. SEE SECTION 212300 AND CAPTIVEAIRE SUBMITTAL. CONTRACTOR TO PROVIDE SUPERVISED MONITORING OF THE ANSUL SUPPRESSION PER NFPA 72 STANDARDS THROUGH THE EXISTING BUILDING ALARM SYSTEM CURB 94 FOOD SERVICE - CENTER WALL SCALE: 1/4" = 1-0" 17 01 MOP SINK FRPP-' ZJ CURB FOOD PREP - CENTER WALL OFFICE RELOCATED WATER HEATER ABOVE SHOWN DASHED. SEE STRUCTURAL AND MECHANICAL. CONTRACTOR SHALL SECURE WATER HEATER TO BUILDING WALL WITH EARTHQUAKE STRAP RELOCATED DOOR AND PLATFORM ACCESS LADDER. CONTRACTOR FIELD MODIFY PLUMBING, ELECTRICAL AND PLATFORM RAIUNG EXISTING MECHANICAL PLATFORM ABOVE SHOWN DASHED SOAP DISPENSER (S10) �FRPP TUKWILA, WASHINGTON LOCATION #006 - BACKING SUPPORT REQUIRE FOR HAND SINK (TYP.) CURB FOOD PREP WALL SOAP DISPENSER (S10) SCALE: 1/4" = 1'-0" LFRPP7 FOOD PREP - END WALL RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER REVERSE OSMOSIS FOR LIANCE VED 2018 `` City of Tulovila• CURB 1 BUILDING DIVISION 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1101 Second Ave, Seattle, WA 98101 206 962 6500 MG2.com`. KEY PLAN ENTRANCE AREA OF WORK BRIAN J. BONAR, ARCHITECT 9775 REGISTERED AtjCHITECT RIAN J. BONA STATE OF WASHINGTON 0 MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. DATE DESCRIPTION 2/26/18 issued for permit submittal 93-0440-32 PM: KEN WONG DRAWN: JE EQUIPMENT PLAN, ELEVATIONS AND DETAILS A201 SCALE: 6" = 1'-0" 1113 SCALE: 1-1/2" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" METAL COPING EXISTING BUILT-UP ROOFIN ELECTRICAL CONDUIT SEE SHEET E-1 EXHAUST DUCT SEE MECH. EXHAUST FAN CURB SCALE: NOT TO SCALE DEKTITE SINGLE PIPE CONDITION NEW AIR CONDITIONER UNIT, SEE MECH. AND ELEC. METAL CURB, SEE STRUCTURAL ROOF CURB OVER WOOD DECK, SEE STRUCTURAL EXISTING ROOF DECK PATCH EXISTING ROOF INSULATION FRAME ALL FOUR SIDES AT PENETRATION W/ 2x4's USE SIMPSON U24 HANGERS AT EACH END METAL SHEET ENCLOSURE, INSULATE INSIDE OF METAL WORK FLASHING RECEIVER MIN. 4" CLEARANCE FROM PIPE TO TOP OF CURB, 2" MIN. BETWEEN PIPES COUNTERFLASHING ROOFING —PRE-FAB. CURB NOTES: 1. TO PREVENT FASTENER FROM PENETRATING VERIFY BELOW DECK CONDUITIPIPEING ARE MIN. 1-1/2" FROM DECK 2. ROOF CURB AND PIPE HOOD SUPPLY BY THE PATE COMPANYTEL 800-243-3018 OR EQUAL PIPING THROUGH ROOF DECK SCALE: 1" = 1'-0" 1/2" THREADED ROD W/ 1/2" HEAVY DUTY NUT AND WASHER ABOVE AND BELOW SUPPORTING PLATES / UNISTRUT - SEE STRUCT - BY MECHANICAL CONTRACTOR 1,-4„ METAL STUD CUT FLANGE & BEND AT EA STUD 6 x 16 GA CONT RUNNER TRACK (UNPUNCHED) (3) #10 SHEET METAL SCREWS SINGLE HUNG WINDOW --- W2'-10" AFF FRPP BACKING (SIM.) STAINLES STEEL TOP AND EDGES ON PLYWOOD SHELF i /77 RETURN STAINLESS STEEL 6" x 8" METAL BRACKET CONTINUOUS BLOCKING AT BRACKETS METAL TUBE SPACERS AT FASTENERS FRPP BACKING AT WALL HUNG SINK (TYP.) 3 PIZZA PASS THRU SHELF SCALE: NOT TO SCALE SCALE: 3" = 1-0" FOOD SERVICE STUD WALL (BELOW) CURB (BELOW) — SINGLE HUNG FRAME AND WINDOW 02 PIZZA PASS THRU SHELF (BELOW) CURB (BELOW) RETURN FRPP AT END OF WALL 3 5/8" METAL STUD WALL, TYPICAL— FRPP OVER 5/8"GFP SERVICE AREA SCALE: 1" = 1'-0" EXHAUST OUT TO FAN ON ROOF, 1-HR UL FIRE RESISTIVE DUCT- SEE MECH DWGS FRPP - FULL HEIGHT 5/8" GFP ON 3-5/8" METAL STUDS - 16" OC MAX, LIMITED COMBUSTIBLE PER NFPA 96 EXHAUST HOOD - SEE EQUIP LIST ON A201 SUSPENDED NON-CONBUSTABLE AC-4 ACOUSTICAL MATERIAL - 0° CLEARANCE PERMITTED PER NFPA 96 PIZZA OVEN - SEE EQUIP UST ON A201 SST PANEL- FULL HT OF WALL, SIM POLYMER ON CONC CURB \ 5— UNDERSIDE OF EXHAUST HOOD FOOD SERVICE EXHAUST HOOD NOTE: TYPE-1 EXHAUST HOOD. SEE SPECIFICATION SECTIONS 212300, 283100, CAPTIVEAIRE SUBMITTAL. CONTRACTOR TO PROVIDE SUPERVISED MONITORING OF THEANSUL SUPPRESSION PER NFPA 72 STANDARDS THROUGH THE EXISTING BUILDING ALARM NOTE: COMPLY NFPA 96 FIGURE A 4.2(d) W/ LIMITED COMBUSTIBLE WALLS WITH 3" CLEARANCE AND NON-COMBUSTIBLE CEIUNG FIN FLR 0'-0" COOLER PER PLANS DASHED - 4 MAIN SALES 2" x 8" CART RAIL (BELOW) ALUMINUM STOREFRONT AND WINDOW STUD WALL (BELOW) 2" x 8" CART RAIL, (BELOW) FRPP OVER 5/8" GWB — DUCT WORK AT TOP OF JOISTS - SEE MECH DWGS 3-5/8" x 16 GA RUNNER TRACK - STAGGERED 8'-0" OC, MAX BRACE TO STRUCTURE ABOVE SUSPENDED CEILING, TYP FOOD SERVICE FRPP - FULL HEIGHT 5/8" GFP - FULL HEIGHT, ON 6" METAL STUDS, TYPICAL CURB COVED BASE Lik FIN FLR TYPICAL RUBBER BASE SCALE: 3" = 1'-0" FOOD PREP 1115 DUCT WORK AT TOP OF JOISTS - SEE MECH DWGS 3-5/8" x 16 GA RUNNER TRACK - STAGGERED 8'-0" OC, MAX BRACE TO STRUCTURE ABOVE SUSPENDED CEILING, TYP FOOD SERVICE FRPP - FULL HEIGHT 5/8" GFP - FULL HEIGHT, ON 6" METAL STUDS, TYPICAL CURB 4. MINIMUM 12 GA WIRE 4'-0" OC, MAXIMUM ---- SPREADER BAR MINIMUM (3) TURNS IN 1-112"---- 1 61MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER -SLOPING WIRES MAIN RUNNER AT 4'-0" OC, MAX LAY -IN BOARD, SEE ROOM FINISH SCHEDULE ARMSTRONG BERC2 CLIP CEILING HEIGHT ROSS TEE POP RIVET NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS ® UNATTACHED WALL ©MAIN RUNNERS & CROSS TEES ©ATTACHED WALL PARALLEL TO MAIN RUNNER, 12 GA WIRE, TYPICAL NOTE: FOR ADDITIONAL NOTES SEE STRUCTURAL DRAWINGS PARALLEL TO CROSS TEE \MIN (4) TURNS IN 1-1/2"- 45"( VERTICAL STRUT COMPRESSION POST TO STRUCTURE ABOVE 12-0" OC EACH WAY, START 6'-0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER - SEE STRUCTURAL ©SEISMIC BRACING PARALLEL TO CROSS TEE -PARALLEL TO MAIN RUNNER MAX NOTE: SEISMIC BRACING ONLY REQUIRED IN SEISMIC CATEGORIES D, E & F SUSPENDED TEE GRID CEILING SCALE: 3" = 1'-0" 4 2x8CARTRAIL CART RAIL SCALE: 1-1/2" = 1'-0" FOOD SERVICE ALUMINUM FRAME WITH GLASS COUNTERTOP AND UNIT BEYOND-7 +2'-10"AFF J� FRPP BETWEEN CART RAILS GWB ON 3-5/8" (UNO) METAL STUDS AT 16" OC 2 x 8 CART RAIL 0'-6" AFF 6" RUBBER BASE CONCRETE LAB 0'-0" FININFLR 7' 0"AFF OPENING HEAD \ MAIN SALES BOT OF OPENING 4 FIN FLR AIL 0'-0" 10'-8" AFF HEAD MULLION JAMB (SILL SIM) METAL STUD WALL PER PLAN - TYP UNO SEALANT ALL AROUND BOTH SIDES 1314"x41/2"ANOD ALUM FRAME 1/4" GLASS (TEMP GLASS WHEN ADJ TO DOOR) 13/4" x 4 1/2" ANOD ALUM FRAME SEALANT ALL AROUND BOTH SIDES PER ELEV DOUBLE STUDS AT JAMB ALUMINUM STOREFRONT RELITE SCALE: 3" = 1'-0" SUSPENDED TEE GRID CEILING 5/8" GFP WITH FRPP NOTE: PROVIDE (5) 2" DIA GROMMETED HOLES, VERIFY LOCATIONS WITH REGIONAL FOOD SERVICE MANAGER PRIOR TO DRILLING FOOD SERVICE SST COUNTERTOP - SEE EQUIP LIST A201 88 SST CABINET -SEE EQUIP LIST A201 5/8" GFP WITH FRPP CURB EQ 4 • 3,_2" EQ 1 X 3 WOOD TRIM 12'-0"AFF / TOP OF WALL 11'-9" AFF TOP OF MENU BOARD 5/8" GWB - PAINT MENU BOARD - SEE F MENU BOARD '--Pr 5/ " GFP WITH FRPP OPENING HEAD RECEIVED CITY OF TUKWILA PERMIT CENTER 5/8" GWB WI H FRPFA ELECTRICAL CART RAIL FLUSH WITH ALL 6" RUBBER B CONCRETE S \ CODE COMPLIANCE PPROVED SE City of Tukwila FIN FLR TUKWILA, WASHINGTON LOCATION #006 400 COSTCO DRIVE COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE 101 Second Ave, Ste 100 Seattle, WA 9810 206 962 6500 KEY PLAN ENTRANCE AR OF ORK BRIAN J. BONAR, ARCHITECT MG2. All rights reserved. No part of this document may be reproduced in y fo r by any means without ;emission in ' from MG2. DESCRIPTION issued for permit submittal 93-0440-32 PM: KEN WONG DRAWN: JE SECTIONS AND DETAILS AT PIZZA HOOD SCALE: 3/4" = 1'-0" 0117 AT CENTER WALL AND COOLER (SIM.) SCALE: 3/4" = 1'-0" AT CENTER WALL — FULL HEIGHT SCALE: 3/4" = 1'-0" 1013 AT SERVICE WINDOW SCALE: 3/4" = 1'-0" 0517 AT SALES COUNTER 0517 A202 1-1\_pre88\87022\87022033\Costco Tukwita-S1.1-Food Service Framing Plan-48-87022033.dwg, 02-22-18, 11130am, michaelp, 48 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location - Costco Wholesale - Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2015 International Building Code (IBC) 3. DESIGN LOADS a. Roof Live Load 25 psf b. Seismic Risk Category II Ss = 1.433, Si = 0.534, le = 1.0, Site Class ‘D", SDS = 0.956, SDI = 0.534 Seismic Design Category = D Basic Seismic Force Resisting System(s) = Light frame wall system using flat strap bracing. CS = 0.167 (ASD), R = 4. Equivalent lateral force procedure was used. c. Wind Load Basic wind speed 110 mph Exposure C Importance Factor 1.0 d. Dead loads Weight of structure. e. Special Loads The following special loads are to be considered: Mechanical equipment on roof. Sprinkler lines, canopy & other reactions as noted on structural drawings. f. Load Combinations All Code required load combinations are to be used in the building design. Column reactions from these load combinations are to be given to OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTORS MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT, INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. LIGHT GAGE STEEL FRAMING: VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY CERTIFICATION OF WELDERS, ABBREVIATIONS ARCH. ARCHITECT BAL. BALANCE B. OR BOT. BOTTOM BTWN. BETWEEN BLDG. BUILDING BRG. BEARING C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE C.S.J. CLOSURE STRIP JOINT EA. EACH E.E. EACH END E.F. EACH FACE E.J. EXPANSION JOINT EL. OR ELEV. ELEVATION E.N.W. OR ENW ENGINEERS NORTHWEST EQ. EQUAL E.S. EACH SIDE E.W. EACH WAY F.O.C. FACE OF CONCRETE F.O.S. FACE OF STUD F.O.W. FACE OF WALL FTG. FOOTING GA. GAGE GALV. HOT DIP GALVANIZED G..B. GYPSUM WALL BOARD H. OR HORIZ, HORIZONTAL I.B.C. INTERNATIONAL BUILDING CODE I.C.C. INTERNATIONAL CODE COUNCIL I.F INSIDE FACE INC. INCLUDING K KIP (1000 POUNDS) L.W. LONG WAY M.B.S. METAL BLDG SUPPLIER N.F. NEAR FACE N.T.S. NOT TO SCALE oc ON CENTER O.F. OUTSIDE FACE O.S. OUTSIDE O.T.O. OUT TO OUT M.O. MASONRY OPENING PL PLATE REINF. REINFORCING REM. REMAINDER R.O. ROUGH OPENING SECT. SECTIONS SIM. SIMILAR S.J SHRINKAGE JOINT STL. STEEL SW SHEARWALL SYMM. SYMMETRICAL T. TOP T..B. TOP OF BEAM T..F. TOP OF FOOTING T..S. TOP OF STEEL TOP OF SLAB T..W. TOP OF WALL TYP. TYPICAL AT ALL SIMILAR PLACES U.N.O. UNLESS NOTED OTHERWISE V.E.F. VERTICAL EACH FACE VERT. VERTICAL V.F.F. VERTICAL FAR FACE VFY VERIFY V.I.F. VERTICAL INSIDE FACE V.N.F. VERTICAL NEAR FACE V.N.F. VERTICAL OUTSIDE FACE W.A.B.O. WASHINGTON ASSOC. OF BUILDING OFFICIALS w/ WITH w/o WITH OUT W.H.S. WELD HEAD STUD AT 50.-0" 2'-8" 2'-8" EXTEND 6 (N) MECHANICAL UNIT 161# MAX. (0U 17) PAST (E) URLIN (N DF#2 4x6 (N' DF#2 4x6 40 \-- (N) LAG SCREW PER SECTION 7/S2.1 @ EA. ill CORNER INTO 4x & (E) S2. PURLIN. LIGHT GAGE & MISC. PARTS SCHEDULE ITEM CALLOUT MINIMUM PROPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS Fy (K.S.i.) I(in.4) S(in.3) A(in.2) ry SSMA I.C.C. ESR-3064P C12 HEADERS ** (22'-8" MAX. SPAN) (2) 12" x 1 5/8" x 14GA. 50 36.80 5.29 2.24 1.44 (2)12005162 - 68 (50ksi) C8 HEADERS ** (TYP. U.N.0.) (12I-0" MAX. SPAN) (2) 8" x 1 5/8" x 16GA. 50 11.20 2.46 1.34 1.39 (2)800S162 - 54 (50ksi) RIM JOISTS & BLKG. ** 8" x 1 1/4" x 16GA. 50 4.75 1.16 0.59 0.31 800T125 - 54 (50ksi) C12 (SPCL.) HEADER CAPS T.& B. 4" x 1 1/4" x 16GA. 50 0.90 0.43 0.37 0.37 400T125 54 (50ksi) CEILING JOIST** 8" x 1 5/8" x 16GA. 50 5.74 1.43 0.67 0.54 800S162 - 54 (50ksi) CEILING TRACK** 8" x 1 1/4" x 16GA. 50 4.75 1.16 0.59 0.31 800T125 - 54 (50ksi) WALL TOP TRACK ** (U.N.O.) 3 5/8" x 1 1/4" x 16GA. 50 0.72 0.38 0.35 0.37 362T125 - 54 (50ksi) WALL TOP TRACK ** (SPCL.) 3 5/8" x 1 1/4" x 12GA. 50 1.34 0.67 0.62 0.36 362T125 - 97 (50ksi) WALL BOT. TRACK ** (U.N.O.) 3 5/8"x 1 1/4" x 16GA. 50 0.72 0.38 0.35 0.37 362T125 - 54 (50ksi) WALL STUDS 3 5/8" x 1 5/8" x 20GA. 33 0.55 0.30 0.26 0.61 3625162 - 33 WALL TOP TRACK ** 6" x 1 1/4" x 16GA. 50 2.34 0.76 0.48 0.34 600T125 - 54 (50ksi) WALL BOT. TRACK ** 6" x 1 1/4" x 16GA. 50 2.34 0.76 0.48 0.34 600T125 - 54 (50ksi) 0 WALL STUDS 6"x 1 5/8" x 20GA. 33 1.79 0.60 0.34 0.58 6005162 - 33 WALL STUDS (SECT. 1/S2.2) 6"x 1 5/8" x 18GA. 33 2.32 0.77 0.45 0.58 600S162 - 43 0 16GA STRAPS (IN CEILING) WIDE x 16GA. FLAT STRAP ALT. 1 1/2" x 16GA. C.R.C. 50 -- --- --- --- SEE CEILING BRACING SCHEDULE 1 1/2" x 20GA. BRACING STRAPS (HORIZ. IN WALLS) 1 1/2" WIDE x 20GA. FLAT STRAP ALT. 1 1/2" x 16GA. C.R.C. 33 -- --- --- --- -- 16GA STRAPS 0 (DIAGONAL IN WALLS) WIDE x 16GA. FLAT STRAP 50 - --- --- --- SEE WALL BRACING SCHEDULE 2" x 2" ANGLE GAGE TO MATCH SUPPORTED MEMBER 33 --- --- - - SCREWS (MTL. TO MTL.) #8-18 x 1" HWH #2 OR PPH #2 HILTI w/ 5/16"0 MIN. HEAD SCREWS (G.W.B. TO MTL.) #10-24 x 1 1/2' PWH #3 HILTI WALL & BOTTOM TRACK ANCHORS #DS37P10 (0.1770 X 1 1/2" LOW VELOCITY DRIVE PINS HILTI I.C.C. ESR-1663 UNISTRUT P1001 NOTES: 1.) * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE VNPUNCHED. 2.) SINGLE FRAMING MEMBER SHOWN THUS: L 3.) DOUBLE FRAMING MEMBER SHOWN THUS: (U.N.0.) z ni C12 HEADER (N) MECHAN 2302# MAX CAL UNIT PARTIAL ROOF FRAMING PLAN ° NOTES: 1/4" = 1'-0" 1. ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW (N). 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION, 3. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 4. VERIFY ALL DIMENSIONS w/ ARCH. 12'-0" EXTEND 6" PAST (E) PURLIN R TO DED T PER H • -.4 / / c, C8HEADER P \R co \ / :9: \ / N \ / 0 \ 1(40 \ \ / 03 \ / D / O \ / O \ \ \ / / \ / • / • / • / • / • / • / • / N..< ,/ \ ' / • / • / • / • / - • / • / • cc / • tu / ADD BLOCKING •Q o -J 03 I9 08 HEADER A I - CO /CO \ CO O 5 / 97 / w w ..-1 -1 / -J -J \ 03 / CO CO \ 7 0 / O 0 0 0 O 0 / 0 0 N 0 O g 0 0 \ 0 0 \ O i< < < / / / / / / t• • • • • • / \ / •' • / • / • / • / • 4" • • / / • "/o • / • X • / p / • • / b • • / iJ • • / // • `,.." @ / • ADD Bl4pKt4 4,4 / • / • co // • co • • tic▪ , / • -- 9 3.1 • • -J 03 CO • C8 HEADER •• 0 0 0 (a • z z 2 rl: re ti. < z 0I LL.1 1 I 0 co < 0_ 2 CO / / 54 • ai / -J / 03 / • / • D / •0 / el 'ADD BLOCKING a-7C a" • •.! • / • / / • • • • • C8HEADER • • 0 \ / \ TYP. / • / • / \ / • / • / ADD• EVCKING / • co / • / • / • / • ,-. / / • Bo / / / / c1 FOOD SERVICE CEILING FRAMING PLAN NOTES: 1, ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW (N). 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 4. VERIFY ALL DIMENSIONS w/ ARCH. 1/4" = 1'-0" / • C8 HEADER (N) MECHANICAL 229# MAX. AIL w 0 z JNIT 4x6 N) DF#2 4x6 4 x 6 WATER HEATER RELOCATED TO PLATFORM SEE STRUCTURAL CALCULATIONS 1-JOIST BRACING / PER SCHEDULE 7 (N) MECHANICAL UNIT 229t MAX. C U 2 AREA OF WORK sI RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER L _ _J REVIEWED FOR ODE COMPLIANCE APPROVED MAR 0 1 2018 City of Tukwila BUILDING DIVISION KEY PLAN N.T.S. DATE co 0 'I' c0 '14 c'y o DRAWING REVISIONS DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION 0 Z w 1- 0 DRAWING REVISIONS I zci FOOD SERVICE FRAMING PLAN, SCHEDULES AND GENERAL NOTES CO" F- I- LLI 1.- LU Z 0 CO C.) a -J 00 0 >co E 00 L1.1 Cf) u 0 0 > (f) WO W 0 CD 0 CD 0 LL JOB NO: 87022033 ENGINEER: M. PEDERSLIE DRAWN: D.T. DATE: 08-02-2017 SHEET NO: S I • 1 LI\_pre88\87022\87022033\Costco Tukwila-Sl 1-Food Service Framing Plan-48-87022033 dwg, 02-22-18, 11130am, michaelp, 48 LIGHTLY GREASE DOWEL THIS SIDE PRIOR TO POUR & AFTER EPDXY TO EXIST. SLAB NEW CONCRETE SLAB MATCH MAIN BLDG. SLAB THICKNESS & REINF. VFY. MATCH EXIST. COMPACTED SUBGRADE BY OTHERS NEW SLAB EXIST. SLAB �o "°'',. 0v '' .0b0 0 0 thi—oiii� —III—III—III —III—III—III EXIST. SLAB 5/8"0 x 9" SMOOTH ROUND DOWELS @ 18" oc. EPDXY TO EXIST. SLAB w/HILTI HIT-HY 200-R ADHESIVE. EMBED 4 1/2" w/SPECIAL INSPECTION, ORIENT PERPENDICULAR TO EXIST. SLAB SAW CUT EDGE AND LEVEL w/ HORIZONTAL PLANE SLAB REPAIR/REPLACEMENT JOINT SECTION (N/A FOR DUCTILCRETE SLABS) 3/4" = 1'-0" EPDXY, WEDGE BOLT SPECIAL INSPECTION TO VERIFY HOLE DEPTH AND DUST REMOVAL, PRIOR TO INSTALLATION OF CONCRETE EPDXY APPLICATION FOR STEEL OR ANCHOR BOLT (OR IF APPLICABLE) WEDGE ANCHOR BOLTS. EPDXY STEEL OR BOLT SPECIAL INSPECTION SHALL BE WITH THE CONCRETE INSPECTIONS. INSPECTION OF WEDGE -ANCHOR -BOLT MAY BE INCLUDED WITH FRAMING INSPECTIONS. S.J. 4 S.J. V////////I 4 Ls a -i ui a -i sn 4 ^i rri d. Q <1 A PARTIAL FOUNDATION PLAN S.J. 4 S.J. NOTES: 1. ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW (N). 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 4. VERIFY ALL DIMENSIONS w/ ARCH. 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2018 City of Tukwila UILDING DIVISION RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER DATE 02-26-2018 DRAWING REVISIONS DRAWING SUBMITTALS SUBMIT FOR PERMIT 0 m re 0 LL h 2 m m SUBMIT FOR CONSTRUCTION Iz I DATE DRAWING REVISIONS 6 z PARTIAL FOUNDATION PLAN AND SECTION J 0w op > LIJ Q 0 0 0- U> O I— O LL JOB NO: 87022033 ENGINEER: M. PEDERSLIE DRAWN: D.T. DATE: 08-02-2017 SHEET NO: S'L2 Li\_pre88\87022\87022033\Costco Tukwita-S2,1-Celling Framing Sections-16-87022033.dwg, 02-22-18,11130am, michaelp, 16 3 SCREWS TYP. NON LOAD BEARING HEADER CLIP FLANGES OFF & LAP TOP TRACKS TYP, 4 SCREWS MIN. (2) SCREWS @ 16"oc TOP & BOT. @ HEADER BEARING HEADER PER SCHEDULE F:C)UGH 111 OPNG. 111°1 SINGLE VVINDOW Ji SILL TRACK 1 16GA. LOAD BEARING HEADER LAP HEADER OVER 2 JAMB STUDS w/4 SCREWS TO EA. STUD EA. SIDE (8 TOTAL) 20GA. CLOSURE TRACK AS REQUIRED 2 SCREWS @ 48"oc STUD TO STUD TYPICAL WALL HEADER DETAIL HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE BELOW. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON -BEARING (O.N.O.) SCREWS @ 16"oc TO ALL WALL TRACKS SCREWS @ 3"oc TO ALL BLOCKING PANELS THRU TOP & BOT. STRAPS CONT. STRAPS TOP & BOT. OF CEILING JOISTS @ LOCATIONS PER "JOIST BRACING SCHEDULE", LAP STRAPS 24" MIN. w/2 ROWS SCREWS @ 4"oc EA. ROW (6 PER LAP) SEE NOTE BELOW SCREWS @ EA. CEILING JOIST T. & B. TYP. 2"x2" ANGLE CEILING JOIST DEPTH LESS 1" w/(3) SCREWS EA. FACE TYP. (U.N.O.) SOLID BLOCKING @ END TWO CEILING JOIST SPACES @ EA. STRAP RUN, SAME GAGE & SIZE AS CEILING JOISTS. PROVIDE TWO SPACES OF SOLID BLOCKING @ EA. END OF JOIST RUN & @ 20'-0"oc MAX. BETWEEN TYPICAL JOIST BLOCKING & STRAP DETAIL CEILING JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT REQUIRED IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REQUIRED IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. STRAP PER SCHEDULE DRIVE PINS @ 24"oc MAX. & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) PROVIDE (2) @ EA. JAMB TRACK BLOCKING TO MATCH STUDS, PLACE @ 10'-0"oc MAX. ALONG WALL & @ EACH END OF WALL BEND UP 4" @ EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS @ 16"oc OR 24"oc PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (1) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. EA. SIDE (SEE SCHEDULE). NOTE: SEAT STUD WEB TIGHT TO TRACK WEB @ TOP & BOT. OF STUDS TYPICAL WALL, BLOCKING & STRAP DETAIL STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. LIGHTLY GREASE DOWEL THIS SIDE PRIOR TO POUR & AFTER EPDXY TO EXIST. SLAB NEW CONCRETE SLAB MATCH MAIN BLDG. SLAB THICKNESS & REINF. VFY. MATCH EXIST. COMPACTED SUBGRADE BY OTHERS NEW SLAB vvrimrcc *rluvvN LAN YUAN. t'NJ I MIN LJM." TO ALL SUPPORTS w/ (4) 3/4" 0 VISUAL (1/2" 0 NET FUSION) PUDDLE WELDS TO SUPPORTS PER SHEET w/ BUTTON PUNCHES @ 24"oc @ SIDE LAPS OR #12 TAMPER PROOF SCREWS EA. FLUTE AT SUPPORTS w/ BUTTON PUNCHES @ 24" oc. PARALLEL TO FLUTES, PROVIDE FASTENERS @ 6"oc 16GA. TRACK (U.N.O.) BLOCKING REQUIRED AT CONT. JOISTS. PROVIDE 2" x 2" ANGLE E.E. w/3 SCREWS PER LEG SEE TYP. BLOCKING DETAIL FOR ANGLES BLOCKING PER TYPICAL DETAIL LOCATE PER PLAN TYP. CEILING JOIST PER PLAN (MAX. JOIST SPACING = 48"oc) BLOCKING NOT SHOWN HERE FOR CLARITY TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS TYPICAL JOIST OVER INTERIOR WALL <63" SCREWS @ 16"oc © JOIST OVER WALL (SEE PLANS FOR LOCATIONS) 10 x 10 x 16GA. GUSSET @ STRAP w/4 SCREWS EA. MEMBER (MIN.) THIS GUSSET TYP. WHERE STRAPS END CLIP FLANGES & LAP TOP TRACKS TYP. G.W.B. PER ARCH. NOTE: STUDS NOT SHOWN FOR CLARITY 16GA. TRACK CONT. (U.N.O.). PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG @ EACH JOIST CONT. DIAGONAL BRACING STRAPS OR CRC PER "CEILING BRACING SCHEDULE" WHERE SHOWN ON PLANS. TAKE ALL SLACK OUT OF STRAPS. RIM JOIST SPLICES USE 3" x 8" x 16GA. w16 SCREWS E.S. NOTE: DO NOT SPLICE RIM JOIST OVER ANY HEADER. TYPICAL JOIST TO RIM JOIST w/DIAGONAL STRAPS CEILING DIAGONAL STRAP BRACING NOT REQUIRED WHERE DECKING OCCURS. 2" x 2" x 0'-7" ANGLE 1 EA. SIDE w/5 SCREWS EA. LEG BOX HEADER DOUBLE JOISTIOR 0 TYPICAL CEILING HEADER TO HEADER CONNECTION AROUND HOOD DUCT SHAFT --,. ,N,„,,,,..„."-----111"411 _,., ot_ -,2,- ir.. ,,,, Al•,,s !!,(44,-. TRACK BLOCKING EA. SIDE OF HOOD DUCT w/1 2"x2"x0'-7" ANGLE EA. END w/4 SCREWS EA. LEG INTO BLOCKING & JOISTS. NOTE: JOISTS ARE NOT TO BE CUT FOR INSTALLING DUCT WORK JOIST SPACING PER PLAN (24"oc MAX.) SINGLE JOIST ANGLE 2"x2"x0'-7" w/ 5 SCREWS EA. WAY (6 PLA DOUBLE JOISTS RIM. JOIST HEADER EA. SIDE OF DUCT. >- co CONDITION AT DUCTS LARGER THAN JOIST SPACING TYPICAL DUCT PENETRATION THRU CEILING FRAMING NOTE: SEE ARCH. FOR LOCATIONS TYPICAL LIGHT GAGE FRAMING DETAILS EXIST. SLAB EXIST. SLAB 5/80 x 9" SMOOTH ROUND DOWELS @ 18" oc. EPDXY TO EXIST. SLAB w/HILTI HIT-HY 200-R ADHESIVE. EMBED 4 1/2" w/SPECIAL INSPECTION, ORIENT PERPENDICULAR TO EXIST. SLAB SAW CUT EDGE AND LEVEL w/ HORIZONTAL PLANE SLAB REPAIR/REPLACEMENT JOINT SECTION (TYPICAL SMALL SLAB REPLACEMENT DETAIL) 3/4" = 1.-0" NOTE: ATTACHMENT OF MECHANICAL UNIT TO APAPTER CURB BY OTHERS. ATTACHMENT OF ADAPTER CURB TO (E) CURB BY OTHERS (N) ADAPTER CURB (E) CURB SECTION 3/4" = 1.-0" (N) MECH. UNIT WEIGHTS & LOCATIONS PER PLAN EXIST. G.L.B. PURLINS 3/4" = 1-0" CL OF STRAP TO INTERSECTION OF DOUBLE STUD & TOP TRACK TYP. T. & B. HOLD 16" EA. END CL STUD HOLDOWN PER SCHED. EA. END SEE DTL. "2a" 16GA. GUSSET PL SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE DIAG. STRAPS PER SCHEDULE (DO NOT SPLICE) DRIVE PINS @ 24"oc @ SHEARWALLS TYP. TYP. "X" BRACED SHEAR WALL ELEV. / TYP. G.W.B. SHEAR WALL ELEV. NOTES: 1.) BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. 2.) G.W.B. MUST RUN FULL HEIGHT TO CEILING JOIST WHERE NOTED AS SHEAR WALL. EXTEND TO ADJACENT WALL ENGTH IS PER PLAN (U.N.O.) Jt./I I LtVLL ,=C SECT. 3 & 4/S2.2 STOP X-BRACE/STRAP @ TOP OF CEILING JOIST OR @ TOP OF TRACK OF WALL AS SHOWN HERE. DOUBLE STUD TYP. EA. END OF WALL (O.N.O.) 1/2" MIN. G.W.B. UNBLOCKED SCREW PER SCHEDULE (O.N.O.) 3 5/8" STUD WALL TYP. ELEVATION PER ARCH. SOLID BLOCKING STOP WALL X-BRACE STRAP @ TOP OF CEILING JOIST. NO X-BRACE ABOVE 16GA. UNPUNCHED @ TRACK w/4 #10 SCREWS @ EA. STUD DIAGONAL BRACING STRAP/G.W.B. PER PLAN & SCHEDULE SHEATHING EA. SIDE NOTE: REMAINDER PER SECT. 1/S2.2 4" SECTION TOP PLATE PER PLAN ADD STUDS EACH SIDE OF C8 HEADER LEDGER TRACK PER PLAN DOUBLE C8 JOIST 0 COPE TOP FLANGE AT CONT. TRACK STUD WALL PER PLAN NOTE: REMAINDER OF LIGHT GAGE FRAMING PER TYP. DTL. 1/S2.2 N.T.S. #10 SCREW TOP & BOT. TYP. CEILING JOIST PER PLAN ALIGN w/STUDS. CEILING X-BRACE PER PLAN PER PLAN SHEATHING PER ARCH. 3/4" = 1-0" ALLOWED IN THIS AREA I* x x x x ci ------__.._ HEADER PLAN PE h> x x )----- - x x = n L2 x 2 Al w/4 SCR esninr, e HEADER PERPENDICULAR TO WALL SECTIO 1 1/2" = 1'-0" THICKNESS OF STEEL COMPONENTS' GAGE DESIGN THICKNESS MINIMUM THICKNESS 2 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 .0566 .0538 14 .0713 .0677 12 .1017 .0966 10 .1240 .1265 NOTES: 1.) UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL. 2.) MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE BASED ON SECTION A2.4 OF THE 2007 A.I.S.I. CODE. STUDS R GLE EWS SIMPSON HOLDOWN, ANCHORS & SCREWS PER SCHEDULE SEE SCHEDULE DETAIL SEE SCHEDULE FOR LOCATIONS PER ARCH. SOLID BLOCKING STOP WALL X-BRACE STRAP @ TOP OF CEILING JOIST. NO X-BRACE ABOVE 2 #8-20 SCREWS @ EA. STUD DIAGONAL BRACING STRAP/G.W.B. PER PLAN & SCHEDULE SECTION 4x6 D.F. #2 P.T. PLAN 1/20 LAG SCREW @ EA. CORNER INTO EXISTING FRAMING BELOW (4" EMBED) DOUBLE STUDS TYP. @ HOLD DOWN WALL BRACING SCHEDULE MARK STRAP (50 k.s.i.) HOLDOWN NUMBER OF SCREWS GUSSET TO T. & B. TRACK GUSSET TO DBL. STUDS GUSSET TO STRAP 0 3" x 16GA. S/LTT20 12 12 15 NOTE: 1.) SCREWS MUST BE PLACED AT LEAST 3/4" APART AND MUST BE 3/4" FROM EDGE OR END OF ALL METAL PIECES. HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S/LTT20 1/20 SIMPSON TITEN HD (EMBED 3 1/4") INSPECTED INSTALLATION I.C.C. ESR 2713 8 #10 1 1/2" = 1-0" CONT. JOIST CEILING X-BRACE PER PLAN PER PLAN CEILING JOISTS (LOVV) SHEATHING PER ARCH. NOTE: REMAINDER PER SECT. 1/S2.2 3/4" = 1-0" C.G. OF MECH, UNIT 1/20 LAG SCREW @ EA. 4x INTO GLB. (EMBED 4") SIMPSON "HU46" HGRS. TYP. UNISTRUT @ HANGER ROD BY HOOD INSTALLER SIZE PER SCHEDULE HOOD SUPPORT ROD (MAX. LOAD = 380#) (TYP @ HOOD) SECTION MECH. UNIT & MAX. VVT. PER PLAN. NOTE: ATTACHEMENT OF MECH. UNIT TO CURB BY OTHERS METAL CURB BY OTHERS ATTACH TO 4X W/10d COMM. @ 6" oc & 1/2" 0x4" LAG SCREW @ EA. CORNER EXIST. PLYWOOD ROOF SHEATHING SECTION JOIST BRACING SCHEDULE JOIST SPAN TOP AND BOTTOM FLANGE BRACING UP TO AND INCLUDING 10' NONE 10' UP TO AND INCLUDING 14' ONE ROW AT MID -SPAN 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS 18' UP TO AND INCLUDING 21' THREE ROWS AT QUARTERS SPANS NOTES: 1.) USE 1 1/2" x 16GA. FLAT STRAP ON TOP & BOT. OF JOIST. OMIT TOP STRAP IF DECK OCCURS. OR 1 1/2" CRC ON TOP OF JOIST. FASTEN TO EA. JOIST w/2 SCREWS. 2.) SPACE BRACING AS NOTED ABOVE EXCEPT WHEN NOTED OTHERWISE ON PLANS. 3.) SEE SECT. 1/S2.2 FOR DETAILS AND EXCEPTIONS. EXIST. GLB PURLIN 3/4" = 1-0" CEILING BRACING SCHEDULE MARK STRAP/CRC (50 k.s.i.) NUMBER OF SCREWS GUSSET TO TRACK GUSSET TO STRAP STRAP SPLICE 0 3" x 16GA. 4 4 4 NOTES: 1.) SCREWS MUST BE PLACED AT LEAST 3/4" APART AND MUST BE 3/4" FROM EDGE OR END OF ALL METAL PIECES. 2.) SEE SECTION 1/S2.2 FOR BALANCE OF INFO. 2 #10 SCREWS SCREWS @ 24"oc (STAGGER) DOUBLE JOIST ORIENT THUS: 3/4" = 1-0" WALL STUD WIDTH SCHEDULE MARK STUD VVIDTH 6" NOTES: 1.) ALL WALLS ARE 3 5/8" UNLESS NOTED THUS: 0 2.) SEE LIGHT GAGE PARTS SCHEDULE FOR GAGE AND MINIMUM PROPERTIES. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 1 2018 City of Tukwila BUILDING DIVISION RECEIVED ITY OF TUKWILA FEB 28 2018 PERMIT CENTER DATE 02-26-2018 DRAWING REVISIONS DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION Ci z DATE DRAWING REVISIONS I zd CEILING FRAMING SECTIONS JOB NO: 87022033 ENGINEER: M. PEDERSLIE DRAWN: D.T. DATE: 08-02-2017 SHEET NO: S2• 1 22 AM, TLeitch PARTIAL PLAN SCALE: 1/16" = 1'-0" HVAC LEGEND k 24/48 k G71 Tv k k N El El i C— e 0 ®2 CONT. TYP. CFM DB DG WB MBH ESP EG RG CD RA SA CDF RGF CDFP RGFP CO VD MBS M.0 G.0 S.O.I.C. AIR DUCT — FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER SQUARE TO ROUND DUCT TRANSITION CONDENSATE DRAIN AIR CONDITIONER #1 THERMOSTAT THERMOSTAT (W/LOCKING COVER) SENSOR HUMIDISTAT CARBON DIOXIDE CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE DOOR GRILLE WET BULB TEMPERATURE 1,000 BRITISH THERMAL UNITS/HR. EXTERNAL STATIC PRESSURE EXHAUST GRILLE RETURN GRILLE CEILING DIFFUSER RETURN AIR SUPPLY AIR CEILING DIFFUSER WITH FIRE DAMPER RETURN GRILLE WITH FIRE DAMPER CEILING DIFFUSER FOOD PREPARATION RETURN GRILLE FOOD PREPARATION CLEAN OUT VOLUME DAMPER METAL BUILDING SUPPLIER MECHANICAL CONTRACTOR GENERAL CONTRACTOR SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR HVAC EQUIPMENT SCHEDULE-S.O.I.C. STRUCTURAL VERIFICATION EXISTING UNIT DATA SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES MFR/# HEAT ELECTRICAL (v/o/A) NET WEIGHTS NEW NET WEIGHTS REMARKS AC-3 AIR CONDITIONER FOOD SERVICE TRANE YHC120F4 RYA--06 125 MBH TOTAL COOLING, 111 MBH SENSIBLE, 81.6 AMB, 83.2 EDB, 66.2 EWB, 4000 CFM © 0.5" ESP, EER = 12.4, 200 MBH INPUT, 160MBH OUTPUT, 80% AFUE 460V/30 30 MCOP 20.6 FLA 64 215 CFM MIN 0/A 2400 CFM MIN 0/A FOR INTERLOCK WITH KEF-5 (2) (70) TRANE YHC120A4 RHA NATURAL GAS 200 MBH 460V//0 30 MCOP MCA CURB 11UNIT DUCT 2300 #:(E)TOTAL 1478 #:NEW UNIT 134(E)CURB 120 :ADAPTER 570 :(E)DUCT 2302 #:NEW TOTAL NEW UNIT WEIGHTS 2# MORE THAN EXISTING CONDITION GENERAL NOTES — All equipment furnished by costco, installed by m.c. contact costco purchasing dept. to coordinate delivery time CO email: Iperry©costco.com — AC units provided with D.D.C. communications interface controlled by building management system by controls installer. sensor/t'stat S.I.O. sensors ® +72", t'stats at 48" A.F.F. — Contractor to install all items listed in equipment submittal per manufacturers installation and operation manual — Roof curbs provided by M.B.S. unless otherwise noted (2) *MICROPROCESSOR CONTROLS *HINGED PANELS/2" MERV 8 FILTERS *STANDARD CONDENSER COIL W/HAIL GUARD *THROUGH THE BASE GAS & ELECTRICAL *POWERED CONVENIENCE OUTLET *FROSTAT & CRANKCASE HEATER *UNIT MOUNTED CIRCUIT BREAKER *LOW LEAK ECONOMIZER WITH FAULT DETECTION/DIAGNOSTICS *BACNET COMMUNICATIONS INTERFACE *FAN FAILURE SWITCH AND DISCHARGE AIR SENSING TUBE *OVERSIZED MOTOR *SINGLE ZONE VAV *STAINLESS STEEL HEAT EXCHANGER (70) UNIT SHALL BE CONTROLLED BY BMS. UNIT SHALL BE CAPABLE OF 50% OUTDOOR AIR, AND HAVE FACTORY INSTALLED MOTORIZED OUTSIDE AIR DAMPER SO THAT WHEN PIZZA OVEN HOOD SYSTEM IS OPERATING AC UNIT CAN PROVIDE MAKE-UP AIR TO FOOD SERVICE FACILITY HVAC EQUIPMENT SCHEDULE-S.O.I.C. SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES OU-17 AIR CONDITIONER FOOD SERVICE TRANE 4TXK8536A1 3 TON AIR COOLED CONDENSING UNIT, HEAT PUMP 1/4" LIQUID & 5/8" GAS LINES. 27 SEER 208V/10 35 MCOP 23 MCA 161 #:UNIT 74 LOCATED OUTSIDE ON ROOF (61) IU-17 AIR CONDITIONER FOOD SERVICE TRANE 4MXW8536A1 33.6 MBH TOTAL COOLING, 1200 CFM INDOOR UNIT POWERED FROM OUTDOOR UNIT 44 #:UNIT 74 LOCATED IN FOOD SERVICE (72) GENERAL NOTES — All equipment furnished by costco, installed by m.c. contact costco purchasing dept. to coordinate delivery time © email: (perry®costco.com — AC units provided with D.D.C. communications interface controlled by building management system by controls installer. sensor/t'stat S.I.O. sensors © +72", t'stats at 48" A.F.F. — Contractor to install all items listed in equipment submittal per manufacturers installation and operation manual — Roof curbs provided by M.B.S. unless otherwise noted (61) LOCATE UNIT BY LANDSCAPING SUSPENDED FROM PARKING GARAGE PER DETAIL (72) TO BE SUPPLIED WITH PROGRAMMABLE ELECTRONIC NIGHT SET —BACK THERMOSTAT AND CONDENSATE PUMP HVAC EQUIPMENT SCHEDULE-S.O.LC. SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES HCC HOOD CONTROL CABINET PIZZA HOOD CAPTIVEAIRE SC—EMS2011 L CABINET. BY EC.LTED LOCATELPERUNT ELECTRCACONTR� DRAWINGS. INSTALLED CONNECTIONS FOR EXHAUST FANS, LIGHTS, ROOM SENSOR, DUCT SENSOR AND USER INTERFACE. 208V/30 41 (11) HMI CONTROL MODULE KEF-5 CAPTIVEAIRE HMI HOOD CONTROL PANEL USER INTERFACE. 43 (E) EF-5 HOOD EXHAUST FAN PIZZA HOOD CAPTIVEAIRE CASRE 18DD 2500 CFM ©1.25 " ESP.UL 762 LISTED, UP —BLAST, DIRECT DRIVE CENTRIFUGAL UTILITY SET. PROVIDE WITH GREASE CUP AND RAIN COVER. CONTROLLED BY HOOD MANAGEMENT SYSTEM 3 HP 208V/30 200 # INTER —LOCK WITH AC-3 0/A INTAKE & CONTROL MODULE. 24" SQ. ROOF OPENING 24" MINIMUM CURB HEIGHT (1) H-3PI OVENA HOOD SFOODCE CAPTIVEAIRE MODEL 6630ND-2—PSP—B, E.T.L. LISTED 3054804-001/002 TYPE I HOOD WITH FILTERS, LIGHTS & TEMPERATURE SENSOR, 18 GA. STAINLESS STEEL CONSTRUCTION. 842# 19 HRS ROOM SENSOR KEF-5 CAPTIVEAIRE ROOM SENSOR TEMP LOW VOLTAGE TEMP SENSOR MOUNTED IN SINGLE GANG ELECTRICAL BOX. 43 GENERAL NOTES: — ALL EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME © FAX (425)313-6770. — CONTRACTOR TO INSTALL ALL ITEMS LISTED IN EQUIPMENT SUBMITTAL AS FIELD INSTALLED. INSTALL PER MANUFACTURERS INSTALLATION AND OPERATION MANUAL. (1) ADAPTER CURB PROVIDED BY G.C. (11) M.C. TO UNCRATE H.C.C. AND PROVIDE TO E.C. FOR MOUNTING AND LINE VOLTAGE CONNECTIONS. ALL LOW VOLTAGE CONNECTIONS BY M.C. AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * CD TU1TLE & BAILEY SUPPLY SQD BLADE LAYIN OPTICAL RG TUTTLE & BAILEY RETURN PR PERFORATED LAYIN OPTICAL * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS — DIFFUSER IS NOT REQUIRED IF NOT ON PLANS ** DIFFUSER TO HAVE BRUSHED STAINLESS STEEL FACE. DO NOT PROVIDE WITH FILTER. MECHANICAL PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. 02 NEW AC UNIT ON ADAPTOR CURB. REPLACE EXISTING AC UNIT WITH NEW AC UNIT. INSTALL ADAPTOR ON EXISTING CURB AND NEW AC UNIT ON ADAPTOR. CONNECT GAS AND CONDENSATE WHERE APPLICABLE. FIELD VERIFY SIZE, LOCATION AND DIMENSIONS OF EXISTING AC UNIT AND CURB. SCRAPE EXISTING GASKET AND ADHESIVE FROM CURB AND REPLACE WITH NEW NEOPRENE GASKET FOR BOTH ADAPTER CURB AND NEW UNIT. ADAPTOR CURB TO BE PRE—ENGINEERED BY THYBAR OR EQUIVALENT. FOR COORDINATION WITH THYBAR CONTACT BILL MARZEC (775-343-0600) THYBAR TO ORDER ADAPTOR CURBS. EXISTING STAINLESS STEEL CURBS TO BE EQUIPPED WITH STAINLESS STEEL ADAPTOR CURBS. G.C. TO SUBMIT STAMPED DRAWING FOR ADAPTOR CURB. SUBMITTAL TO INCLUDE CONNECTIONS BETWEEN EXISTING CURB & ADAPTOR CURB; AND CONNECTION BETWEEN ADAPTOR CURB & NEW AC UNIT; AND ADAPTOR CURB WEIGHT. Ta INSTALL NEW SPLIT SYSTEM. MC TO LOCATE NEW OUTDOOR UNIT ABOVE BEAM. MAINTAIN MINIMUM SERVICE CLEARANCE FROM EXISTING SKYLIGHTS AND UNITS. DEMO EXISTING EXISTING SUPPLY DUCTS INSIDE THATCHED AREA. DEMO (E) EXHAUST DUCT TO EXHAUST DROP. (E)12/12 CDFP 450 CFM (TYP. OF 3) GENERAL MECHANICAL NOTES THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPLICABLE - M.C. SHALL ENSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES HVAC UNITS AND EXHAUST FAN. LABELS SHOULD BE IN 6" BLOCK LEI IERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. - MAINTAIN A MINIMUM OF 10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OF PANELS - DIMENSIONS ARE TO COLUMN LINES. - APPLICABLE BUILDING CODE:2015 IBC APPLICABLE MECHANICAL CODE:2015 IMC APPLICABLE ENERGY CODE:2012 WSEC - PROVIDE TIE GOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. - FIELD VERIFY EXISTING FIRE SPRINKLERS AND DUCT DETECTORS. REINSTALL AND RECONNECT DUCT DEFECTORS OR REPLACE WITH .EQUAL. - ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. - RUN PIPING IN TRUSS SPACE PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS. FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM. FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING AND SKYLIGHTS "P"'"Fir (E)12/12 CDFP 445 CFM (TYP. OF 2) FOOD SERVICE DEMO HVAC PLAN SCALE: 1/4" = 1'-0" X DEMO (E) REURN DUCT RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED 00 I --I Ei E-+ z z z CI( HVAC DEMO FOOD SERVICE FLOOR PLAN, CHECKED:PKR/CWC DRAWN: CJG 0 z 0 ISSUE DATE: FEBRUARY 23, 2018 ARCHITECT REFERENCE NO: 93-0440- I-0 of U of o� 0 PROJECT NO:17-400 2/26/2018 1 — WA — Food Service Remodel\_400M-2.dwg, 4"X6" TREATED WOOD SLEEPERS FASTENED TO ROOF DECK R S SPLIT SYSTEM AC OUTDOOR UNIT MOUNTED TO SLEEPERS. BUILT-UP ROOF PROVIDE DECKTITE FOR SUPPLY & RETURN REFRIGERANT LINES. REFRIGERANT GAS SUCTION RETURN LINE REFRIGERANT LIQUID SUPPLY UNE FOOD SERVICE - - CEILING LIGHTS SPLIT SYSTEM AC INDOOR UNIT MOUNTED ON WALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. CONDENSATE FOR INDOOR UNIT TO CONDENSATE DRAIN./ FLOOR FOOD SERVICE SPLIT SYSTEM AC UNIT DETAIL SCALE: NONE PROVIDE WEATHER PROOF SEAL. VERIFY NO AIR LEAKS AT SEAMS. VERIFY OPERATION OF EXISTING SMOKE DETECTOR AND REPLACE AS REQUIRED. EXISTING AC UNIT & DUCT ELEVATION DETAIL SCALE: NONE ETL LISTING - # 3054804-001 MAKE: CAPTIVE AIRE MODEL: 6630N0-2-PSP-B (2)6'-9" X 5'-3" X 30" TYPE I HOOD -18GA. SS *HOOD TO BE PROVIDED WITH FACTORY INSTALLED 0" CLEARANCE HOOD TOP. NOTE: SUPPLY CLEANOUTS AT ELBOWS & EVERY 12' OF HORIZONTAL DUCT. 1" LAYER OF INSULATION FACTORY INSTALLED IN 3" END STANDOFF. FIELD CUT EXHAUST - OPENING ALONG HOOD T MINIMIZE OFFSETS IN DUCTWORK. COORDINATE WITH STRUCTURAL FRAM! INSTALLER TO RELOCATED SUPPORT JOIST TO AVOID DUCTWORK. (TYP. OF 2) • 21 NG " �`�17rr�- . .-. �,�_�. It A 42° A 21" 42" � 6 n b1 I i,*2" 16" � ) 12 :ir ) 21" t` 28" �_ •� 9" . -_:" . - -E- ° 66 „ (' 66" _ HOOD PLAN VIEW NOTES: 1. MATERIAL: 304 S.S. INNER/ AWMINIZED OUTER/ 3" INSULATION. 2. ALL ADDITIONAL SUPPORTS BY OTHERS. 3. FAN CURBS ARE 27 INCHES TALL ABOVE ROOF JOISTS. FAN ADAPTER (DW2616TP) EXHAUST DUCT UP TO FAN. CENTER DUCT BETWEEN EXHAUST RISERS. ADJUST TO LEFT OR RIGHT TO AVOID STRUCTURE AS REQUIRED. 1/2" HANGER RODS & SUPPORTS AS REQ. BY M.C. SEE STRUCTURAL DRAWINGS. CLEAN OUT(TYP.) SUPPLY DUCT HANGING ANGLE CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804-001 W/REMOVABLEAICUP (TYP.) GAS PRESSURE REGULATOR EXIST. CURB/ ADAPTER CURB EXISTING SA/RA DUCTS TO REMAIN HOOD CONTROL CABINET CAPTIVEAIRE SC—EMS2011 (S.O.I.C) LOW VOLTAGE WIRING FOR HOOD TEMP. SENSORS BY M.C. LOW VOLTAGE WIRING FOR HVAC INTERLOCK BY M.C. (FOOD SERVICE ONLY) LINE IN FROM BUILDING POWER SUPPLY BY E.C. CAT 5 WIRING TO USER INTERFACE BY M.C. WIRING FOR ANSUL SYSTEM INTERLOCK BY E.C. --(HRS —EXHAUST FAN —EXHAUST FAN —HOOD LIGHTS POWER OUT TO EQUIPMENT BY E.C. �--SHUNT TRIP BREAKER FOR EQUIPMENT UNDER HOOD BY E.C. HOOD CONTROL SYSTEM SCHEMATIC SCALE: NONE 4HCCJ LOCATED PER ELECTRICAL DRAWINGS. CEILING CABLE FROM Y M.C. TO HMI )AND (HRS ) I� MOUNTED IN 1-GANG BOX BY M.C. u LOCATE PER PLAN (HRS) 1 /2"CONDUIT IN WALL TO ABOVE CEILING BY M.C. ( HMI ) MOUNTED IN 2-GANG BOX BY M.G. LOCATE PER PLAN SIDE VIEW II /2"CONDUIT IN WALL II TO ABOVE CEILING BY II M.C. II Ik I I I I ( HRS ( HMI ) ®72" ®48" FRONT VIEW HOOD CONTROL USER INTERFACE DETAIL SCALE: NONE CLEARANCES HOOD OVERHANG BEYOND EQUIPMENT: CLEARANCE FRONT 6" SIDES 6" DISTANCE FROM OUTSIDE EDGE OF HOOD SURROUNDING MATERIALS: TO MATERIAL CLEARANCE FRONT NON-COMBUSTIBLE 0" SIDES NON-COMBUSTIBLE 0" BACK LIMITED COMBUSTIBLE 3" TOP OPEN TO WAREHOUSE 0" FM AIR FLOW FORMULA (PER UL LISTING): (TYP. OF 2) Q = 200xL = 200(6.5 FT) = 1300 CFM MIN. CTS DUCT CONNECTION TO HOOD: (TYP. OF 2) DUCT SIZE: T2"0 = 0.79 SQUARE FEET DUCT CONNECTION TO FAN: DUCT SIZE: 16"0 = 1.40 SQUARE FEET MAKE—UP AIR SUPPLIED FROM FOOD SERVICE AC UNIT. NON -INSULATED, NON-COMBUSTIBLE CURB. NON-COMBUSTIBLE FLASHING .- AROUND BASE OF CURB AND DUCT. G.C. TO PROVIDE NEW TWO HOUR RATED FIRE WRAP ASSEMBLY (ASTM E2336 RATED) FOR EXISTING DUCT. 1 2/1 2 DUCT FILTERS FILTER CONFIGURATION AND AIR VELOCITY FOR HOOD: (TYP. OF 2) FILTER SIZE: 20"H x 20"W = 2.78 SQ. FT.(2.23 SF FA) NUMBER OF FILTERS: 4 TOTAL FILTER AREA: 4 x 2.23 SQ. FT. = 8.92 SQ. FT. AIR VELOCITY: 1500 CFM / 8.92 SQ. FT. = 168 FPM STATIC PRESSURE & EXHAUST FAN EXHAUST FAN CFM: 3000 CFM EXHAUST DUCT VELOCITY TO FAN: 2143 FPM STATIC PRESSURE: GREASE FILTER 0.24" HOOD RISER 0.30" 12"0 DUCTS & FITTINGS 0.19" CONVERGING TEE 0.36" 16"0 DUCTS 0.07" 20% SF 0.23" TOTAL S.P. 1.39" 40" FACTORY INSTALLED HOOD TEMP. SENSOR. M.C. TO PROVIDE AND INSTALL LOW VOLTAGE WIRING TO HOOD CONTROL CABINET. CLEAN (1 PER HOOD SECTION) (TYP.) SUPPLY DUCT SIZE PER PLAN TOP OF HOOD OPEN TO WAREHOUSE/STRUCTURE ABOVE. TRANSITIONS AS REQ. TO HOOD. 20" U.L. CLASSIFIED LIMITED BAFFLE -TYPE COMBUSTIBLE GREASE FILTERS WALL PER ARC (TYP.) (HOOD/EXHAUST HMI ) OUT • / V 78" EXISTING EXHAUST FAN. SEE DETAIL GREASE TROUGH HINGE CURB BY M.B.S. TI0 OFFSET ALLOWED IN DUCTWORK CONNECT NEW 2/12 DUCT TO EXISTING 14/14 EXHAUST DUCT. G.C. TO PROVIDE NEW TWO HOUR RATED FIRE WRAP ASSEMBLY (ASTM E2336 RATED) FOR NEW DUCT. VD /.9" 12"0 CAPTIVEAIRE INC PREFABRICATED DW ' GREASE DUCT. CONTROL. MOUNT ON ( 80" BACK SIDE OF WALL TOWARD SERVING SIDE. SEE DETAIL m 9' 3;, / PIZZA OVEN BY COSTCO GAS Mr NOTES: FRONT ELEVATION FIRED CONVEYOR OVEN. .� 5' 6" 4' END ELEVATION • HOOD SHALL BE INSTALLED COMPLETE WITH FIRE SUPPRESSION SYSTEM AND SOLENOID VALVE AT FUEL LINE OR ELECTRICAL POWER SUPPLY OF EQUIPMENT. AUTOMATIC FIRE EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO THE FUEL SOURCE & ARRANGED TO AUTOMATICALLY SHUTOFF EQUIPMENT UNDER THE HOOD AND ANY MAKE UP AIR WHEN THE SYSTEM IS ACTUATED. SHUTOFF VALVES OR SWITCHES SHALL BE OF A TYPE THAT REQUIRES MANUAL OPERATION TO RESET. FIRE SUPPRESSION SYSTEM, INSTALLED BY G.C., SHALL BE CAPABLE OF SENDING AN ALARM SIGNAL TO THE MONITORING SERVICE WHEN ACTUATED. ALL SOLENOID VALVES, FUEL SHUTOFFS & EQUIPMENT INTERLOCKS AND SWITCHES SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. FIRE SUPPRESSION SYSTEM SHALL NOT RUN HORIZONTALLY WITHIN EXPOSED HOOD CAPTURE CAVITY. TO CONTACT APPROVED SUBCONTRACTORS FOR ANSUL SYSTEM INSTALLATION. FIRE CONTRACTOR TO PROVIDE REVIEW AND APPROVAL OF THE FIRE SUPPRESSION SYSTEM BY THE FIRE DEPARTMENT. PIZZA OVEN HOOD H-3 & EXHAUST FAN DETAIL PIZZA OVEN SCALE: NONE 5'-7" MANUAL PULL STATION. COORDINATE W/FIRE ALARM SYSTEM. HCC ) SEE DETAI FOOD SERVICE HOOD CONTROL MOUNT 0 8'-0" A.F.F VERIFY LOCATION WITH E.C. RAIN CAP ASSEMBLY MIN. 40" DISCHARGE UTILITY SET GREASE CUP CENTRIFUGAL EXHAUST FAN, SEE SCHEDULE SEE SCHEDULE FOR MINIMUM REQUIRED CURB HEIGHT AND SUPPLIER ROOF EXHAUST FAN SCALE: NONE CONICAL SPIN IN VOLUME DAMPER FLEX DUCT 10' MAX. giiiiii'iaii�!DUCT NYLON TIE -STRAPS cEn alEn on on on on oEal QEE LOCK AND SPRING PIN FAN BASE EXTEND DUCT UP TO FAN INLET AND EXTERIOR BASE Of TOP CURB ROOF DECK DUCT MATERIAL PER OTHER DETAIL LAY -IN CEILING DIFFUSER TYPICAL ANCILLARY STRUCTURE (PHARMACY, OPTICAL, OFFICE, HEARING, E.D.P) STRUCTURAL SUPPORT FROM ANCILLARY DIFFUSER INLET DETAIL SCALE: NONE 16/6 DN TO OVEN HOOD. 250 CFM (TYP. OF 4) SEE DETAIL • 28/6 DN TO OVEN HOOD. 350 CFM (T(P. OF 3) SEE DETAIL KEEP EXISTING EXHAUST FAN. ROUTE (E) 14/14 DUCT TO NEW OVEN. SEE DETAI (TYP.) 0 12/12 AT HOOD. 1500 CFM (TYP. OF 2) SEE DETAIL SEE DETAIL PIZZA OVEN EXHAUST HOOD ICS SEE DETAIL FOOD SERVICE HOOD CONTROL MODULE VD r VII FAMINE I D- ' ■ immuirk LIN simmar, AL...11/111 moilaintimmir----Rommom 1I■11P1�■111!�' -A. � �:a� auy =■�■1 f � � erzumwris � rm. 24/24 GFP 12"0 CDFP 325 CFM ■ M � ■�ri171111111 ■-®, •.j 11I1-./11I1 111 II MIT 11] �I`��Ir-'� MEM 12"0 CDFP350 CFM s - El =II■I VD 12" 0 CDFP --30.QCFM 12"0 CDFP 325 CFM 12"0 CDFP 325 CFM SEE DETAIL 0 FOOD SERVICE HVAC PLAN SCALE: 1/4" = ( HRS') SEE DETAIL FOOD' SERVICE ROOM] SENSOR v SEE DETAIL 52/26 SUPPLY 58/16 RETURN UP TO UNIT ON ROOF RUN SA & RA DUCTS STRAIGHT DOWN TO TOP OF FRAMING. RECEIVED CITY OF TUKWILA FES 2 8 2018 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED ISSUED FOR PERMIT m CD CN N 0 v H W CHECKED: PKR/CWC ISSUE DATE: FEBRUARY 23, 2018 O • ?1.0 eL A L QCOma) O Its- r11 p <0 a2 1 0 to CQ CV Z W cococo rA xaw W CC) Cal 63 Cn CD U1 w� a DOMESTIC WATER NOTES THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPUCABLE. - RUN ALL PIPING IN TRUSS SPACE, EXCEPT FOR WHERE COVERED BY EQUIPMENT PLATFORM OR LOCATED IN CEILING SPACE AT FRAMED ANCILLARY AREAS - PROVIDE ALL HAND SINKS WITH THERMOSTATIC MIXING VALVE LOCATED BELOW SINK TO REDUCE WATER TEMPERATURE TO 110-F. - ALL NON -HAND WASHING SINKS ARE SERVED BY 140'F HOT WATER. POST WARNING SIGNS READING "CAUTION! 140'F HOT WATER". GENERAL MECHANICAL NOTES THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPUCABLE. - M.C. SHALL ENSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES HVAC UNITS AND EXHAUST FAN. LABELS SHOULD BE IN 6" BLOCK LEI IERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. - MAINTAIN A MINIMUM OF 10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. - COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OF PANELS - DIMENSIONS ARE TO COLUMN LINES. - APPLICABLE BUILDING CODE:2015 IBC APPLICABLE MECHANICAL CODE:2015 IMC APPLICABLE ENERGY CODE: 2012 WSEC - PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. - FIELD VERIFY EXISTING FIRE SPRINKLERS AND DUCT DETECTORS. REINSTALL AND RECONNECT DUCT DETECTORS OR REPLACE WITH EQUAL. - ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. - RUN PIPING IN TRUSS SPACE PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS. FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM. FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING AND SKYLIGHTS PIPING SYSTEMS THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPUCABLE. - APPLICABLE PLUMBING CODE:2012 UPC - ALL WASTE PIPING, CONDENSATE PIPING & STORM DRAIN PIPING TO BE SLOPED AT 2% MIMIMUM UNLESS OTHERWISE NOTED. - SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCELAED WITHIN WALLS, FLOORS, OR CEILINGS (INCLUDING CONDENDSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES.) - INSULATE ALL INTERIOR PIPING; STORM DRAIN, HOT, COLD RECIRC, AND CONDENSATE PER SEPCIFICATION SECTION 22 07 00. - PIPING IN ROOF TRUSS SPACE TO BE RUN PEPPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS. FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING & SKYLIGHTS ( HGV EXTEND AND RUN 1-1/2" GAS IN WALL. RUN 1-1/4" GAS TO EACH OVEN. REPLACE (E)ANSUL VALVE WITH (N)GAS SHUTOFF VALVE IN (E)1-1/2" LINE PER DETAIL NOTE; FIELD VERIFY EXIST. GAS SIZE AND LOCATION PRIOR TO ORDERING SHUT OFF VALVE. 999 MBH (E)1-1/2" GAS UP TO AC-3 ON ROOF PARTIAL PLAN SCALE: 1/16" = 1'-0" PLUMBIX G LEGEND C C CO CONT. CW FCO G.0 H&CW HW M.0 PSI S.S. TYP. U VTR W. WCO WHA WASTE/SANITARY SEWER VENT COLD WATER HOT WATER CONDENSATE DRAIN HOT WATER CIRCULATION CAP OFF CLEAN OUT CONTINUATION COLD WATER FLOOR CLEAN OUT GENERAL CONTRACTOR HOT & COLD WATER HOT WATER MECHANICAL CONTRACTOR POUNDS PER SQUARE INCH SANITARY SEWER TYPICAL UNION VENT THRU ROOF WASTE WALL CLEAN OUT WATER HAMMER ARRESTER (E)(WH-6) 3/4- GAS DN TO RELOCATED WATER HEATER. SEE DETAIL 32 3/4" GAS TO W RELOCATED WATER HEATER. CONNECT NEW 3/4" GAS TO (E) 1" G- -- ID -VERIFY LO ATION AND SIZE. 0 0-2 EXISTING 1500 GAL GREASE INTERCEPTOR GAS SIZE CHART PRESSURE IN WC 7 PRESSURE DROP 0.5 MAX DEVELOPED LENGTH (FEET) 100 PIPE SIZE ( UPC) MAX LOAD (MBH) 1/2" 47 3/4" 98 1" 185 1-1/4" 380 1-1/2" 570 2" 1,098 2-1/2" 1,750 3" 3,093 4" 6,309 6" 18,483 8" 37,976 GAS CALCULATIONS EXISTING LOAD 4,142,000 BTU/H REMOVED LOAD PIZZA OVEN -150,000 BTU/H AC-3-200,000 BTU/H ADDED LOAD PIZZA OVEN +600,000 BTU/H AC-3 +200,000 BTU/H TOTAL GAS LOAD 4,592,000 BTU/H 4" FOOD SERVICE ACCEPTABLE 0 2" PSI GAS SIZE CHART PRESSURE PSI 2 PRESSURE DROP PSI TO 1.0 MAX DEVELOPED LENGTH (FEET) 750 PIPE SIZE( UPC) MAX LOAD (MBH) 1/2" 146 3/4" 305 1" 575 1-1/4" 1,181 1-1/2" 1,770 2" 3,408 2-1/2" 5,432 3" 9,603 4" 19,586 6" 57,376 8" 117,886 PROVIDE ONE OF FOLLOWING REGULATORS AT EACH PIECE OF EQUIPMENT SENSUS MODEL #496 PIPE SIZE:- 3/4" OR 1" ORIFICE - 3/8" SPRING - GREEN FOR GAS LOAD UP TO 760 MBH MAXITROL MODEL: 325-5L600 PIPE SIZE - 3/4" OR 1" FOR GAS LOAD UP TO 340 MBH 325-7AL210D PIPE SIZE 1-1/4" OR 1-1/2" FOR GAS LOAD BETWEEN 340 MBH AND 1000 MBH *ALL GAS PRESSURE REGULATORS TO BE RATED FOR 5 PSI. TO CIRC PUMP PROVIDE VENT TIE -DOWN. SEE 24. MIN DETAIL NOTE: ROOF PENETRATIONS AND DECKTIGHT BY MBS. LOCATION COORDINATION REQUIREMENTS BY M.C. INTAKE AND VENT PIPING TO BE SCHEDULE 40 PVC. NO FOAM CORE PIPE. ALLOWED PER MANUFACTURER. GAS TO WATER--� HEATER, SIZE PER PLAN. PROVIDE PRESSURE GAUGE UPSTREAM OF PRV IN VISIBLE LOCATION VACUUM RELIEF VALVE WATTS N36 (TYP.) PARAGON #4001 TIMER BY ▪ PLUMBER 1201- HOT WATER. SEE DRAWING FOR SIZE. 1/2" HW RECIRC. (STORAGE/PHARMACY) AUTO AIR VENT (TYP) PROVIDE SIGHT FLOW INDICATOR. M/N: W.E. ANDERSON SFI-100MP 3" FLUE CONNECTION INSTALL VENT TEE SO THAT DIRECTION OF FLOW IS AWAY FROM COMBUSTION CHAMBER ALL VALVES TO BE CONSIDERED 'NO' UNLESS OTHERWISE INDICATED. ca NO = NORMALLY OPEN MI NC = NORMALLY CLOSED 00 NOX NO 3/4" 4X4X3" REDUCING SANITARY TEE 4" P-TRAP REDUCE CONDENSATE PIPING VENT } NOTE: PAINT ALL EXPOSED PIPING ABOVE ROOF PER SPECIFICATIONS. COMBUSTION AIR 4"0 OD VENT PIPE -6j TO 1-1/2" WITH UNION FOR TRAP MAINTENANCE. DRAIN PAN. PIPE TO FLOOR SINK. WATER HEATER DETAIL (WH- 6 SCALE: NONE DRAIN TO ROOF INTAKE AIR PIPE. NOTES 01 CHECK VALVE FOR CW SUPPLY TO BE INSTALLED UPSTREAM OF THERMOSTATIC MIXING VALVE AND CIRCULATING PUMP. @CHECK VALVE FOR CW SUPPLY TO BE INSTALLED UPSTREAM OF HW RETURN LINE. @INSTALL CONCENTRIC TERMINATION KIT PER FACTORY INSTALLATION INSTRUCTION. MINIMUM 10' AWAY FROM ROOF TOP UNIT AIR INTAKE. OUTLET TERMINATED 024" MIN. ABOVE ROOF DECK. ® PROVIDE GAS PRESSURE GAUGE WITH SHUT -OF VALVE. MAX PRESSURE OF GAUGE TO BE NO LESS THAN 200% OF SUPPLIED PRESSURE. Q PROVIDE PRESSURE GAUGE DWYER MODEL #SGB-00521N (0-100PSI) IN VISIBLE LOCATION UPSTREAM OF FIRST HW SUPPLY BRANCH TEE. REDUCE INTAKE AND VENT PIPING TO 3" IN TRUSS SPACE AT ENTRY TO CONCENTRIC VENT KIT PROVIDE AGA APPROVED NON -CORRUGATED FLEXIBLE GAS LINE. 7- CEILING H 1-1/2"CW SUPPLY NCREASE AIR INTAKE PIPING TO 4"IMMEDIATELY AFTER WATER HEATER CONNECTION P&T 3/4" SERVICE SINK EARTHQUAKE STRAP (TYP_) /INTERIOR WALL PIPE P&T RELIEF VALVE TO FLOOR SINK l-THERMAL EXPANSION TANK. AMTROL ST-20V-C. INFLATE TANK TO WATER PRESSURE LISTED IN WATER CALCULATIONS. PROVIDE CINDER BLOCKING SO FLUE OUTLET IS HIGHER THAN COND. TRAP OUTLET. (TYP.) ALL WATER CONNECTIONS & DRAIN PANS BY M.C. RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER FOOD SERVICE EQUIPMENT SCHEDULE - (S.O.I.C) ARCH. NUMBER SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. COMMENTS DETAIL SERVES NOTES BACKFLOW PREVENTION (F-1) CHILLER LANCER INDIRECT CHILLER FOR BEVERAGE DISPENSER SITS ON SHELVING PACKAGE CONNECT 1/2" WATER FROM FILTER SYSTEM TO CHILLER (2) LH-RBS/BP Z (F-2) DETERGENT KAY CHEMICAL 1 /2" 060" (2) HH -GBS F-3 OVEN XLT 3870-TS TRIPLE STACKED OVENS, 200,000 BTUH EACH PROVIDE GAS LINE CONNECTION TO EACH, 3/4" NPT FITTING 15/P 19/M-2 (2) N/A F-4 HAND SINK UNIVERSAL 1-1/2" 1-1/2" 1/2"010" 1 /2"010" 16" X 16" X 16" TYPE 304 STAINLESS STEEL, WALL HUNG, WITH WALL BRACKET FISHER F1-3174 KNEE VALVE, 3816 GOOSENECK SPOUT 28 (1) LH-BS AG (F-5) POWER SOAK SINK POWER SOAK SYSTEM INDIRECT 2 -2" 2 -2" 3/4" 3/4" TYPE 304 STAINLESS STEEL WITH DRAIN BOARDS. INCLUDED (1) IPS FAUCETS #K34-5622-PS, (3) IPS ROTARY BALL DRAINS #DBN-9100-PS. 24 (1) (4) LH-BS F-6 TABLE W/SINK F00 PREP.) SINK UNIVERSAL INDIRECT 2" 2" 1/2"018" 1 /2"018" SS PREP TABLE W/SINK #SSLC-B30-L-PC; 165 LBS SS 30"W TOP, W/6" SPLASH AT REAR ONLY, 60" L, SS LEGS, SIDE & REAR SS CROSSRAILS, 16G/304SS, TAC-1618 SINK BOWL INTEGRAL W/TABLE TOP, 16" X 18" X 12", FISHER FI-3313 HEAVY DUTY 8" CENTER DECK MOUNT FAUCET W/12" SPOUT, USF-LD-2.O TWIST HANDLE LEVER DRAIN, 2" SPOUT, TAC-PB POLY CUTTING BOARD, 30" X 18" X 5/8". (1) LH-BS AG (F-7) STEAM TABLE W/REF. BASE CRAIG INDIRECT 1 /2" 014" STEAM TABLE WITH REFRIGERATED BASE, 2 FAUCET SETS, LEVER WASTE DRAIN, PROVIDE 1/2" TEMPERED HOT WATER. (2) LH-BS AG is (F-25 PIZZA SAUCER 1/2"016" (1) N/A 09 (F-26 DOUGH PRESS PIZZA PRO DP1300 AUTOMATIC PIZZA PRESS. PROVIDE QUICK DISCONNECT FOR AIR HOSE IN WALL BOX (1) N/A (1) EQUIPMENT FURNISHED BY THE OWNER. THE MECHANICAL CONTRACTOR SHALL ROUGH -IN PLUMBING, INSTALL AND CONNECT ALL SERVICES. ALL P-TRAPS, TAILPIECES, ESCUTCHEONS AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. (2) EQUIPMENT FURNISHED BY THE OWNER, SET BY THE VENDOR, PLUMBED BY THE MECHANICAL CONTRACTOR. (3) EQUIPMENT FURNISHED BY THE OWNER. EQUIPMENT WILL BE SET AND PIPED BY THE FOOD SERVICE EQUIPMENT SUPPLIER. (4) CONTRACTOR TO PROVIDE 90 DEGREE ELBOW WITH BALL VALVE AND CHECK VALVE WITHIN 3" OF WALL. HAZARD TYPE BACKFLOW POTENTIAL LH - LOW HAZARD HH - HIGH HAZARD BS - BACK SIPHONAGE BP - BACK PRESSURE BACKFLOW PREVENTION RPZy- REDUCED PRESSURE PRINCIPLE BACK FLOW PB- APREGSASURE VACUUM BREAKER AVB - ATMOSPHERIC VACUUM BREAKER PLUMBING FIXTURE SCHEDULE - CONTRACTOR PROVIDED SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES (D-1) FLOOR DRAIN STAINLESS DRAINS.COM CSDFS-R-4 10-50.S 4" 2" HEAVY DUTY, 1/2" STAINLESS STEEL SLOTTED GRATE WITH 12 GA TYPE 304 STAINLESS STEEL BODY, ANCHOR TABS, NO -HUB, ADJUSTABLE HEIGHT OUTLET WITH INTEGRAL BUTTERFLY LOCK, STAINLESS STEEL SEDIMENT BASKET. DRILL AND TAP UPPER FRAME FOR TRAP PRIMER AS REQUIRED. 21 FOOD SERVICE, (8) (13) BACKFLOW PREVENTION N/A (D-4I D-5 FLOOR SINK DRAIN FLOOR DRAIN STAINLESS DRAINS.COM CSDSINK12X12X1O 1 /2PIFDS STAINLESS CSD6000AT-OTPC3 4" 3" 2" 2" INDIRECT SINK WASTE, 12" SQUARE EXTRA DEEP 14GA STAINLESS STEEL RECEPTOR. DOME BOTTOM STRAINER, NO HUB ADJUSTABLE HEIGHT OUTLET, PERFORATED 1/2 GRATE AND INTERNAL FLANGE. 6" FLOOR DRAIN WITH 14GA STAINLESS STEEL BODY. DRAIN PROVIDED WITH PERFORATED 12GA STAINLESS STEEL GRATE. TRAP PRIMER CONNECTION AND 3" ADJUSTABLE OUTLET. 23 22 FOOD SERVICE FOOD SERVICE (13) (8) (13) N/A N/A HB-2 (MS-2) HOSE BIBB MOP SINK WO0FRD 26P STONE HARD FAUCET CHICAGO FAUCETS 3" 2" SEE 3/4" 030" PLAN 3/4" 030" +12", WALL SILL, PROVIDE WITH METAL WHEEL HANDLE STONE HARD BY G.C., COMPLETE WITH D-5 FLOOR DRAIN, #832-AA HOSE & BRACKET. PROVIDE COMPLETE WITH CHICAGO FAUCETS MODEL #445-RC897SXKCP & RC -ARMS FAUCET WITH INTERNAL CHECKS AND VACUUM BREAKER. FOOD SERVICE (2) AVB S LH-BS AVB ( WB-2) WALL BOX GUY GRAY SSWB-82170 1/2" ©14" INSTALL WALL BOX 0 +14" ABOVE FINISHED FLOOR. NO SANITARY SEWER CONNECTION REQUIRED IN FOOD SERVICE. FOOD SERVICE LH-BS AVB (3) ALL HOSE BIBBS TO HAVE NON -REMOVABLE BACKFLOW PREVENTION DEVICES -TAMPER PROOF VACUUM BREAKER. (8) PROVIDE TRAP PRIMER. ACCEPTABLE SUBSTITUTION: PROSET TRAPGUARD; CONTRACTOR TO VERIFY WITH AUTHORITY HAVING JURISDICTION AND PROVIDE CREDIT TO OWNER (13) NATIONAL PURCHASE AGREEMENT IN PLACE WITH STAINLESSDRAINS.COM. CONTACT SHELIA HELLER AT (888) 785-2345. HAZARD TYPE BACKFLOW POTENTIAL LH - LOW HAZARD HH - HIGH HAZARD BS - BACK SIPHONAGE BP - BACK PRESSURE BACKFLOW PREVENTIONC�NP4RATE RPZ - REDUCED PRESSURE PRINCIPLE PVB - PRESSURE VACUUM BREAKER [[� AVB -�A ATMOSPHERIC VACUUM BREAKER EQU1dED 00 H z NOTES, DETAILS z z—, P4 CD E"I a CHECKED:PKR/CWC DRAWN: CJO z 0 w 0 N 4' N CC CL CD CD w L. 0 w V) N ARCHITECT REFERENCE NO: 93-0440- w J 0 x z 1- ow wo 0 01- U z fr oz 0 U vwiz � mE2 >- 1-� wa g w 0 _ U I- 0 In PROJECT NO:17-400 :36 AM, TLeitch — WA — Food Service Remodel\400P-2.dwg, 0 0 0 3 0 177 0 0 0 0 K:\201 7\400-409\ 1 DEMO EXISTING WASTE IN HATCHED AREA. CAP WASTE BELOW GRADE AND VENTS IN TRUSS SPACE. (TYP OF 4) EXTEND (E) 2" VENT TO NEW WALL. IL. GW (E)2„ VTR‘ X X X G E)4" it VERIFY WASTE RUNS TO EXISTING GI LOCATED NEAR TIRE CENTER. (E)2" VTR (E)3" (E) X X 3" D-1 (E)3 (E)2" GW GW c0 / FOOD SERVICE DEMO WASTE & VENT PLAN SCALE: 1/4" = 1'-0" GW (E)FCrE)4"/ (E)FC0 F-4) GWW 4GW w D- CONNECT NEW 2" VENT TO (E) 3" VENT APPROX. HERE. X r-� II - L X 3/2 HUB DRAIN FOR WH ON MEZZANINE. RUN 2" WASTE OVERHEAD IN CEILING SPACE. 2" WASTE OVERHEAD MO GW WASTE DOWN IN WALL CONNECT 2" WASTE T 4" WASTE RISER AT 3' A bR LESS ABOVE FIXTUR (E)ECO (E)3"° 2" FOOD SERVICE WASTE & VENT PLAN SCALE: 1/4" = 1'-0" 2" 4" GW_ GW 2 2 2" Gw2' 2" 4" 4" GW a FCO BAKERY: SLOPE FLOOR 1 % FOR A DIAMETER OF 8'-0". FOOD SERVICE: SLOPE FLOOR 1% FOR A DIAMETER OF 4'-O". ALL OTHER: NO SLOPE. 1/2" THREADED HALF COUPLING WITH TRAP PRIMER CONNECTION 4" P-TRAP '� \ FLOOR DRAIN TYPE D-1 CONCRETE FLOOR TOPPING PER ARCH. DWG'S FIN. FLOOR 4"0 THREADED ADJUSTABLE HEIGHT OUTLET WITH INTEGRAL BUTTERFLY LOCK. P TRAP & TRAP ARM SCALE: NONE DRAIN CONDENSATE FROM COOLER TO NEW FLOOR SINK 21 MECHANICAL TO PROVIDE APPROVED NON -CORRUGATED FLEXIBLE GAS CONNECTION TO OVENS. —SIZE PER PLAN CEILING `WALL SIZE PER PLAN. REPLACE ANSUL VALVE WITH NEW HGV PER SCHEDULE. C4 DIRT LEG LOCATE GAS LINE WITHIN 3" OF WALL (TYP) ROTATE VALVE TOWARD GAS CONNECTION ON OVEN. FIELD VERIFY LOCATION OF OVEN GAS CONNECTION. EXIST. GAS AFIELD VERIFY CONDITION OF EXISTING SHUT-OFF VALVE, REPLACE AS REQUIRED. 0 0 FLOOR SIDE ELEVATION PIZZA OVEN PIPING DETAIL SCALE: NONE r -/---- / G 1' / I mot- J/ K j / L/ M / N H J-7' P _ Q , PLAN VIEW M.0 TO PROVIDE WARNING SIGN READING "CAUTION! 140"F HOT WATER" WALL FLASHING Go 3/4" H&CW TOf� THIS FAUCET Palm Soair.ED 3/4" H&CW BEHIND SINK L INDIRECT DRAIN SINK FURNISHED WITH: - FAUCETS - LEVER WASTES PLUMBING ROUGH IN: 3/4" HW BALL VALVE & NON SLAM CHECK VALVE ©+10" 3/4" CW BALL VALVE & NON SLAM CHECK VALVE c'+10" RUN 2" W. TO FLOOR SINK © MANIFOLD 2" WASTE DAYLIGHT TO FLOOR SINK 0 1/2" H&CW BEHIND BACKSPASH BY M.C. (E-23 ONLY) rA POWER SOAK SINK (F SCALE: NONE --FLOOR SINK c WASTE MANIFOLD BY CONTRACTOR (TYP. OF 2) PROVIDE 1" 1` AIR GAP (TYP.) ELEVATION VIEW 5 ) 7-2X4 BLOCKING IN WALL © 0 O © DIRT LEG FRONT ELEVATION MEAT PREP METCRAFT PS5325 144" 37" N/A 12" N/A 60" 24" 24" 22" N/A 20" 47" SINK FURNISHED WITH: GOOSENECK SPOUT KNEE OR FOOT VALVES 1-1/2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL DIMENSIONS DISH PREP METCRAFT PS5132 166" 37" 12" 24" 12" 66" 20" 24" 30" 24" 20" 55" FOOD S. METCRAFT PS6097 124" 34" NA 24" NA 36" 20" 20" 24" NA 18" 34" PLUMBING ROUGH IN: ® 1/2"HW WALL STOP ® +16" © 1/2"CW WALL STOP ® +16" © 1-1/2" WASTE 0 20" QD MC TO PROVIDE WATTS USG-B-M1 THERMOSTATIC MIXING VALVE TO REDUCE WATER TEMPERATURE TO 110' F ON ALL HAND SINKS LOCATED IN THE FOOD SERVICE, DELI, MEAT, ROTISSERIE AND BAKERY HAND SINK (F-4) SCALE: NONE REF. DRAIN SIZE 0 D-4 0-7 4" 2" © 0-4 D-7 4" 3" FINISH FLOOR DISPLAY CASE 28 FLOOR SINK 24" M N FOR DRAINS REQUIRING BLOCK OUT SEE PLAN FOR LOCATION FLOOR SINK HALF EXPOSED ELEVATION THREADED ADJUSTABLE HEIGHT OUTLET. SEE TABLE FOR SIZE 0 FLOOR SINK (D-4, D SCALE: NONE REF. DRAIN SIZE ® D-5 3" © D-5 3" CONCRETE FLOOR TOPPING PER ARCH. DWG'S NO SLOPE 7 PROVIDE 1" MIN. AIR GAP { (TYP.) RIM SET FLUSH PROVIDE OFFSET AS REQUIRED TO LOCATE DRAIN 1 /2 EXPOSED COORDINATE WITH REFRIGERATION CONTRACTOR FOR FINAL LOCATION TRAP & ARM SIZE© D-5 FINISHED THREADEDTHREADED ADJUSTABLE HEIGHT OUTLET. SEE TABLE FOR SIZE( PROVIDE TRAP PRIMER CONNECTION. NOTE: SET DRAIN CLEAR OF CURBS, U.O.N. FLOOR DRAIN D-5 SCALE: NONE 0 30 TRAP & ARM SIZE© LOOR RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER U3 H E-+ z z a z 00 z Z 0 L) r-t Ix SEPARATE U) PERMIT AN APPROVAL° REQUIRED° CHECKED: PKR/CWC O 0 m z 0 m ce ce ISSUE DATE: FEBRUARY 23, 2018 ARCHITECT REFERENCE NO: 93-0440— 0 x z zw ow w° a 0w oz 00 o cwn z w wr O za w gw U 0o V t- 0_ ce a? z0 © 0 0 w 0 a_ a 1 AM, TLeitch CO 0 N N K:\2017\400-409\17-400 — Costco CONNECT 3/4" HWC TO 3/4" HW 1 /2" H&CW DN. TO SINK. FIELD VERIFY LOCATION CONNECT NEW 1/2" HW TO (E) 1/2" HW APPROX. HERE. 1/2" HW DN IN TO (WB-2) FOR X X X X (E)1/2" ! - (E)4/2" k! 1 (E)3/4"CW E)1 "HW (E)1-1/2"CW ! !! 3/4" N2 DN IN WALL TO 1/2" QUICK DISCONNECT IN WALL ACCESS PANEL AT DOUGH PRESS. DEMO EXISTING H&CW IN EXISTING FOOD SERVICE BACK TO CW MAIN. ( F-4 (E)3/4" (E)3/4" (E)1' (E)3/4" u 1 " C W FOOD SERVICE DEMO PLUMBING PLAN SCALE: 1/4" = 1'-0" 1 (E)3/4" X EXISTING WH TO BE RELOCATED. DISCONNECT HOT, COLD AND GAS PIPING. (E)1-1/2"CWS CONNECT NEW 3/4" N2 FROM NITROGEN GENERATOR IN TIRE INSTALL. FIELD VERIFY LOCATION 1-1/2" CW, 1" HW, 1/2" HWC DN TO RELOCATED WATER HEATER. SEE DETAI 3/4" H&CW DN. TO I SINK. CONNECT NEW 1-1/2" CW TO - --(E) 1-1/2" CW. 1 /2"CW MOUNT 3/4" BACKFLOW PREVENTOR WATTS- #SS009 MOUNT TO WALL ABOVE PLATFORM SEE DETAIL IPE DOWNSTREAM OF RPZ TO BE PEX OR STAINLESS. SEE DETAIL POWERSOAK SINK W 3/4" H&CW DN 1 /2" H&CW DN. TO SINK. 1/2" CW DN. IN WA I Q(WB-2) 1/2" HW DN TO FOR PIZZA SAUCER FOOD SERVICE PLUMBING PLAN SCALE: 1/4" = 1'-0" 3/4" H DN. TO (HB-2) ©+60"A.F.F. ( F-2 r--STAINLESS STEEL REDUCED PRESSURE BACKFLOW RUN 3/4" STAINLESS STEEL PIPE PREVENTER W/RIGID DOWNSTREAM OF BACKFLOW DEVICE & SUPPORT ON WALL OF ABOVE CEILING BY M.C. PEX MAY BE MECHANICAL PLATFORM BY SUBSTITUTED IF ALLOWED BY A.H.J. M.C. DAYLIGHT ABOVE FLOOR SINK PIPING INSIDE WALL SODA WATER STUB OUT - WITH ANGLE STOP BY M.C. NOTE: BOOSTER PUMP AND FILTER INSTALLED BY G.C. PIPING DOWNSTREAM OF STUB OUT SUPPLIED AND INSTALLED BY VENDOR. WATER FILTER BOOSTER PUMP FOOD SERVICE, STUB Q�7T- DAYLIGHT ABOVE FLOOR SINK FLOOR SINK SODA ALCOVE PIPING DETAIL SCALE: NONE COOLER CONDENSATE STUB OUT BY M.C. 1 "91 PIPE-.. INSIDE WALL \ BY M.C. COOLER 7-0" RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER SEPARATE (I) PERMIT AN APPROVAL REQUIRED 0 0 0 CHECKED: PKR/CWC 2 cc Z 0 (n ISSUE DATE: FEBRUARY 23, 2018 ARCHITECT REFERENCE NO: 93-0440- 124 W n a cr :46 AM, TLeitch ( � I Imo:: __T L 141 EXISTING PANEL B EXISTING LCC-2 EXISTING PANEL PP-1 EXISTING TRANSFORMER PP-1 EXISTING T;TGHTING FIXTURE SCHEDULE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS O HOLOPHANE* PHS-24L-50K-80CR1-AS-P-W-N- -S-AXA10-C6 LED CHAIN 184 MOUNTING HEIGHTS REFER TO ARCH. PLAN "WAREHOUSE CLEARANCE HEIGHTS, SECTIONS, AND DETAILS", TYPICALLY SHLEI G301. E.C. TO PROVIDE SAFETY HOOKS, FLEXIBLE WIRING SYSTEM & WIRING ACCESSORIES AS REQUIRED SEE DETAIL 1/E-2. COOPER 2GR-LD5-64-A125-UNV-L840-SD-1 LED 4000K RECESS 51 BI-LEVEL DIMMING & EARTHQUAKE CLIPS. 0 *** UGHTALARMS EQUAL GR1224M-G-1N-W-2/LD9-INDA- T3 (BATTERY RATING: 24-WATT FOR 90 MINUTES) LED EXIT 2-5W LED UNIVERSAL 26 EXIT SHALL BE WHITE WITH GREEN LETTERS AND TWO HALOGEN HEADS. MOUNT ABOVE DOOR. EL PROVIDE EMERGENCY BATTERY PACK OPTION WHERE INDICATED ON PLANS. INCLUDE ALL RELAY, TEST SWITCH, RED INDICATOR *** LIGHT, AND CAPACITY OF 1400 LUMEN FOR LED LIGHT OUTPUT OR 90-MINUTE. NOT A NIGHT LIGHT. *** ALL BATTERY POWERED LIGHT FIXTURE SHALL INCLUDE A SELF DIAGNOSTIC TESTING SYSTEM PLAN NOTES: 01 REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA (SEE ARCHITECTURAL PLAN) TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. Q E.C. TO REMOVE EXISTING PANEL, TRANSFORMERS, ELECTRICAL DEVICES, ETC. REMOVE CONDUITS AND WIRES TO SOURCE. E.C. TO REROUTE EXISTING BRANCH CIRCUIT FEEDERS THAT ARE NOT AFFECTED BY THIS REMODEL TO NEW PANELS OF THE SAME NAME. FIELD VERIFY. PROVIDE NEW FEEDERS AS REQUIRED. ® E.C. HAS AN OPTION TO INTERCEPT AND REUSE EXISTING FEEDER IF THE EXISTING MATCHES PLAN SPECIFIED. ONLY USE CONDUCTORS IN GOOD CONDITION. PERFORM CONTINUITY AND INSULATION / MEGGER TEST PRIOR TO REUSING. OTHERWISE PROVIDE NEW AS SPECIFIED. ® EXISTING PANELS TO BE REMOVED & RELOCATED. E.C. IS RESPONSIBLE TO REROUTE EXISTING LOADS IN EXISTING PANEL THAT ARE NOT AFFECTED BY THIS REMODEL TO NEW PANELS IF APPLICABLE. PROVIDE NEW J-BOXES, CONDUITS AND WIRES TO EXTEND EXISTING CIRCUITS TO NEW PANEL. E.C. TO FIELD VERIFY EXISTING CIRCUITS PRIOR TO BID. E.C. TO REMOVED AND DEMOLISHED ALL EXISTING FLUORESCENT LIGHT FIXTURES INCLUDE MENU LIGHTS AS SHOWN. PROVIDE NEW FIXTURES. LOCATE AND REWIRE AS SHOWN IN SHEET E-2. PROVIDE NEW WIRES, CONDUITS, J-BOXES ETC. AS REQUIRED. REUSE EXISTING CIRCUITS. E.0 TO REUSE EXISTING SWITCHES TO CONTROL THE NEW LIGHTING. VERIFY IN FIELD. ® E.C. TO REMOVED AND REPLACED HID LIGHT FIXTURES IN FRONT OF FOOD SERVICE AS SHOWN. PROVIDE NEW A TYPE FIXTURE. PROVIDE NEW WIRES AND CONDUIT AS SHOWN. REUSE EXISTING CIRCUITS. E.0 TO REUSE EXISTING SWITCHES TO CONTROL THE NEW LIGHTING. VERIFY IN FIELD. ®7 E.C. TO REMOVED EXISTING LIGHT SWITCHES & PROVIDE LIGHT SWITCHES AS SHOWN. EXTEND EXISTING FEEDER TO NEW LOCATION. PROVIDE NEW WIRE AND CONDUIT AS REQUIRED. ® REUSE EXISTING CIRCUIT. 0 E.C. MAKE ALL FINAL CONNECTION TO NEW IU-1 & OU-1. VERIFY REQUIREMENTS IN FIELD. • E.C. TO PROVIDE HACR BREAKER IN NEMA-3R ENCLOSURE FOR OU AND IU UNITS. 0 EXISTING AC-3 UNIT TO BE REMOVED AND REPLACED. E.C. TO DISCONNECT AND RECONNECT EXISTING POWER FROM EXISTING UNIT TO NEW UNIT. E.C. TO EXTEND FEEDER AS REQUIRED. E.C. TO VERIFY EXISTING FEEDER IF IT IS 3 #10 CU IN 1/2"C, IF NOT REPLACE WITH 3 #10 CU. REUSE EXISTING CIRCUIT IN EXISTING PANEL H5. REPLACE EXISTING BREAKER WITH NEW 30A/3P BREAKER. FIELD VERIFY. 1© E.C. TO REMOVED & DEMOLISHED EXISTING FIRE ALARM, SECURITY ALARM DEVICES & EXIT LIGHT FIXTURE FROM EXISTING DOOR OPENING. EXTEND EXISTING FEEDERS FOR CONTINUITY. FIELD VERIFY. ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING ELECTRICAL DEMOLITION WORK AND THE PHASING SCHEDULE. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. PROVIDE CUTTING, PATCHING FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED DURING OFF BUSINESS HOURS, AND SHALL NOT INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR OWNER'S NORMAL OPERATION AS REQUIRED, TEMPORARY POWER SOURCES INCLUDE PORTABLE GENERATOR, POWER COMPANY'S TEMPORARY SERVICE HOOKUP ETC. 0 PANEL V R pV 91-10 N 3 0 U PARTIAL PLAN SCALE: 1/4" = 3/k C 0 EXIST. M.D.P.-1 I.J ® V/40 AREA OF WORK 2500 A CU BUS, 480/277V, 30, 4W, 100,000 AIC MIN., 100% RATED / t EXIST. - 400A/3P = 300AF (LPJ) EXIST. LEGEND a 0 0 R - EL I I FIXTURE TYPE HID LED LIGHT REMOVE EXISTING H.I.D. LIGHT FIXTURE FIXTURE ON EMERGENCY LIGHT CIRCUIT W/BATTERY BACK PACK FLUORESCENT LED LIGHT FIXTURE a SUB -LETTER INDICATES CONTROLLING SWITCH SUB -Lb IIER INDICATES CONTROLLING SWITCH, a CONTROLS OUTER LAMP(S) AND b CONTROLS INNER LAMP(S) SINGLE POLE SWITCH, +42" SUB -LETTER INDICATES FIXTURE CONTROLLED, +42" THREE POLE SWITCH, +42" DUPLEX RECEPTACLE, +18" OR AS NOTED ISOLATED GROUND DUPLEX RECEPTACLE, +18" OR AS NOTED ISOLATED GROUND FOUR -FLEX RECEPTACLE, +18" OR AS NOTED FOUR-PLEX RECEPTACLE, +18" OR AS NOTED S60 R REMOVE EXISTING RECEPTACLE IZP FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER C' NON -FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER b PIS #81 L ❑T TELEPHONE OUTLET WITH 3/4" CONDUIT TO CEILING SPACE OR AS SHOWN CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS INDICATES WIRES AND CONDUIT OTHER THAN #12,1/2"C C - METALLIC CONDUIT, PVC - PLASTIC CONDUIT ISOLATED GROUND OR GROUND CONDUCTOR FLEXIBLE CONDUIT CONNECTION AS REQUIRED TRANSFORMER BRANCH PANEL MECHANICAL UNIT WP WEATHER PROOF +48" INDICATES MOUNTING HEIGHT OF EQUIPMENT/OUTLET CENTER LINE ABOVE FINISH FLOOR m SINGLE RECEPTACLE, +18" OR AS NOTED MOTOR CONNECTION AS REQUIRED JUNCTION BOX, SIZE AND TYPE PER CODE G EXIST. FEEDER TPP 225 KVA �� 480-208/120V EXIST. FEEDER =P--2"C EXIST. 4 #1 THW CU FEEDER 2"C 4 #1 THW CU PARTIAL ONE LINE DIAGRAM NO SCALE WH-7 ON PLATFORM. VERIFY LOCATION WITH M.C. BEFORE ROUGH -IN INSTALLATION. P9/46 0--2-1/2"C 4 #4/0 THW CU NEW PANEL P9 SECT. SECT. I - BYPASS 111 Ear NEW PANELS RELOCATED PLATFORM PLAN SCALE: 1/2 = 1'-0" RELOCATED EXISTING PANELS AND WATER HEATER. SEE PLATFORM DETAIL EXISTING PANLS! P, P9 UPS TO 13E1 REMOVED O O i j J I O Vu it EXISTING PANEL H5. I �r M PANEL: V 208 / 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS M.L.O. 22000 A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE ICE MACH. #54 1.45 20/2 1 2 20/2 1.45 ICE MACH. #54 1.45 3 4 1.45 CARB/ICE DISPLAY #53/70 1.14 20/1 5 6 20/1 1.14 CARB/ICE DISPLAY #53/70 THEMRO SIMPLE (M21) * 0.24 20/1 7 8 20/1 0.60 RECEPTACLE TELEPHONE/FAX #31/32 1.51 20/1 9 10 20/1 0.13 COOLER LIGHTING * ICE MACHINE 1.45 20/2 11 12 20/1 0.52 PIZZA OVEN HOOD LIGHT * 1.45 13 14 0.52 CONDENSER COIL (F1 & G1) * 0.83 15/2 15 16 20/3 0.52 PIZZA OVEN FAN KEF-5 * 0.83 17 18 0.52 1.38 19 20 30/2 1.40 ICE MACHINE CONDENSER CU1 * 1.38 15/3 21 22 1.38 23 24 20/1 0.82 CONDIMENT COUNTER #56 ICE MACHINE 1.45 30/2 25 26 1.38 1.45 27 28 15/3 1.38 CONDENSER CU2 * RECEPT. 0.20 20/1 29 30 1.38 2.16 31 32 20/1 0.72 TELE BOARD YOGURT MACHINE * 2.16 25/3 33 34 35/2 2.40 IU & OU-14 * 2.16 35 36 2.40 2.16 37 38 20/1 1.51 FOOD SERVICE LIGHTING * YOGURT MACHINE * 2.16 25/3 39 40 20/1 0.55 MENU PANEL LTS. * 2.16 41 42 20/1 SPARE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 10.29 10.94 9.32 17.87 KVA 17.37 KVA 16.1 KVA 7.58 6.43 6.78 TOTAL CONNECTED LOAD 51.34 KVA 142 A * NEW /REVISED LOAD. PROVIDE BREAKER AS SHOWN PANEL: H5 480 / 277 VOLTS 3 PHASE 4 WIRE 600 A CU BUS M.L.O. 22000 A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT SQ-D I -LINE CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE 42.00 1 2 42.00 COMPRESSOR 42.00 175/3 3 4 175/3 42.00 COMPRESSOR 42.00 5 6 42.00 5.47 7 8 3.21 FOOD SERVICE AC-3 * 5.47 30/3 9 10 15/3 3.21 POWERSOAK SINK * 5.47 11 12 3.21 SPACE 13 14 SPACE 35.00 15 16 SPACE SUBFEED 112.5 KVA 35.00 175/3 17 18 SPACE 35.00 19 20 SPACE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 82.47 82.47 82.47 127.68 KVA 127.68 KVA 127.68 KVA 45.21 45.21 45.21 TOTAL CONNECTED LOAD 383.04 KVA 460 A * NEW /REVISED LOAD. PROVIDE BREAKER AS SHOWN PANEL: UPS 208 / 120 VOLTS 3 PHASE 4 WIRE 100 A CU BUS M.L.O. 22000 A.I.C. MIN. NEW TOP FEED SURFACE MOUNT SQ-D NEHB CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE REG #6 1.00 20/1 1 2 20/1 1.00 CRM #1 REG #4 1.00 20/1 3 4 20/1 1.00 CRM #2 REG #5 1.00 20/1 5 6 20/1 1.00 REG #12 REG #11 1.00 20/1 7 8 20/1 1.00 REG #13 REG #8 1.00 20/1 9 10 20/1 1.00 REG #14 REG #3 1.00 20/1 11 12 20/1 SPARE IDF MSB 1.00 20/1 13 14 20/1 1.00 REG #15 REG #16 1.00 20/1 15 16 20/1 1.00 REG #17 REG #1 1.00 20/1 17 18 20/1 SPARE REG #9 1.00 20/1 19 20 20/1 SPARE REG #2 1.00 20/1 21 22 20/1 1.00 REG #16 REG #7 1.00 20/1 23 24 20/1 SPARE EDP 1.00 20/1 25 26 20/1 1.00 EDP EDP 1.00 20/2 27 28 20/1 1.00 EDP 1.00 29 30 20/1 1.00 TRANE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 5.00 5.00 5.00 9 KVA 10 KVA 7 KVA 4.00 5.00 2.00 TOTAL CONNECTED LOAD 26 KVA 72 A NAD RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REGU'RED SCHEDULES. z Qi Cn z w 0 z FIXTURE SCHEDUAL di z 0 z a Q4 CD CD I-� CHECKED: JGM/ANT z o: REVISION DATE: ISSUE DATE: FEBRUARY 23, 2018 ARCHITECT REFERENCE NO:93-0440— J O z z�i w0 o 0 Z o- cn o 0 U DW w� o: a- ct 0 z Q- w m1- C.) 1- oD 0 b_ o1 rr z o 0 NO:17-400 w 0 o_ E — WA — Food Service Remodel\_400 E-2.dwg, U-CLAMP UNISTRUT ROOF INSULATION -- SIFF'T�1T1TlTyT1_.T'.iT''��11 1111111111110 LOCKED HOOKS (SEE IIIIII SIDE VIEW LIGHTING FIXTURE SCHEDULE) NOTES: IF ANY CONFLICTS OCCUR WITH TRUSSES, COORDINATE FIXTURE RELOCATION WITH ARCHITECT/ENGINEER. E.C. HAVE THE OPTION TO USE CHAIN OR PENDANT STEM. E.C. SHALL PROVIDE ALL MATERIALS NECESSARY FOR MOUNTING FIXTURE. PROVIDE STAINLESS STEEL STRANDED SAFETY CABLE. SECURE BETWEEN FIXTURE/BALLAST BODY AND THE NEAREST BUILDING STRUCTURE MEMBER. TYPICAL ALL H.I.D.'S STEEL TRUSSES 5' ON CENTER VERIFY W/ROOF SHOP DRAWINGS. SAFETY CABLE UNISTRUT #P3300 (1-5/8" X 7/8") WITH U-CLAMP TO TRUSS - 2 PLACES. FLEXIBLE WIRING SYSTEM BOTTOM OF FIXTURE +22' A.F.F. TYPICAL. ADJUSTABLE CHAIN HANGER TO MEET 22' FIXTURE CLEARANCE HEIGHT. H.I.D. F'IXTURE MOUNTING DETAIL. NO SCALE LINE IN FROM HOOD CONTROL CABINET CAPTIVEAIRE SC-EMS2011 (S.O.I.C) BUILDING POWER SUPPLY BY E.C. NSU GAS SOLENOID CAT 5 WIRING TO USER INTERFACE BY M.C. HCC HMI WIRING BY M.C. AC UNIT INTERLOCK (FOOD SERVICE ONLY) EXHAUST FAN EXHAUST FAN HOOD LIGHTS POWER OUT TO SHUNT TRIP EQUIPMENT BY E.C. (EQUIPMENT IC FAN) CONDUIT UNDER HOOD) FOR EAC ROTISSERIE/FOOD SERVICE EXHAUST FAN WIRITG DIAGRAM SCALE: NTS FOOD SERVICE - EQUIPMENT LIST ITEM No. QUANTITY ITEM DESCRIPTION VOLTS PHASE AMPS KW HP CONNECTION MOUNTING HTS MFG & MODEL 13 4 CASH REGISTER PACKAGE 120 1 5.0 EA NEMA 5-20R +t9" IBM 16 2 INSECT LIGHT 120 1 2 NEMA 5-20R +57" ECOLAB - STEALTH MAXIMA 809 1 DOUGH PRESS 120 1 0.9 NEMA 5-20R +42" DOUGH PRO - DP1300 813 1 PIZZA PREP. COUNTER 120 1 10.25 NEMA 5-20R +42" KAIRAK - KRP-96S 817 2 HOOD PACKAGE 120 1 1 J BOX CAPTIVEAIRE 6624ND-2-PSP-8 818 1 PIZZA DISPLAY 120/208 1 14.3 NEMA L14-20R +19" HATCO 821 1 OVEN (triple stacked) (3) 120 1 10 EA NEMA 5-20R WOLFE XLT 3855-TS 823 1 HOT DOG COOKER 208 3 39.7 SEE FS PLAN NOTE +24" H&K DALLAS 831 1 SMOOTHY MACHINE 208/208 1 16.0/13 0 NEMA 6-20R +14" TAYLOR/342D 865 1 REMOTE PRINTING PACKAGE 120 1 2.0 NEMA 5-20R +54" 846 3 SODA / ICE DISPENSER 120 1 3.0 NEMA 5-20R +14" LANCER 847 3 ICE MACHINE 208 1 12 NEMA 6-20R. +116" FOLLETT 848 1 CONDIMENT COUNTER 120 1 6.9 MEMA 5-20R +12" UNIVERSAL STAINLESS 856 1 YOGURT MACHINE 208/208 3 / 3 21.0/18 0 MEMA 15-30R +14", +18" TAYLOR/C712 858 1 REACH IN FREEZER 120 1 11.3 NEMA 5-20R +48" TRAULSEN G12011 863 3 DIGITAL SCALE 115 1 .2 +42" YAMATO/PPC-200W 866 1 CHURRO DISPLAY 120 1 14.0 EA NEMA 5-20R +19" WISCO 889 2 TABLETOP WARMER 120 1 12.5 NEMA 5-20R +18" APW 893 1 PIZZA BOX WARMER 120 1 2.4 NEMA 5-15R +18" HARDT HOOD CONTROL CABINET SEE DETAIL 2 THIS SHEET. RECEPTACLE IN CEILING SPACE 3/4 C P9/36 3/4"C #10, 1'c P9/35 37,39,41 V/16OD TO HOOD LI PROVIDE LA ALL FINAL C V 12 10 10 HTS. E.C. TO PS Sc MAKE NNECTIONS. P9/12 P9/8 P9/11 P9/13 Fl P9/30 SEE DETAIL 4 THIS SHEET P9/16,20,24 P9/21 (HMI) HOOD REMOTE INDICATOR PROVIDE LABEL "HOOD CONTROL PANEL" 4:411I POWER PLAN SCALE: 1/4" = 1'-O" WIRING FOR CO2/FAN INTERLOCK. COORDINATE WITH M.C. P9/28 H5/10 P9/32 /' WALL STUD . CONDUIT / HUBBELL BOX MMB601002W IN WALL 12X12 ACCESS DOOR BY G.C. UBBELL RECEPTACLE HBL56ORS1W HUBBELL PLUG HBL560PS1W CUTOUT IN DOOR WITH GROMMET FOR CORD BY G.C. STEAM TABLE POWER SCALE: NONE PLAN NOTES: 10 REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA (SEE ARCHITECTURAL PLAN) TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. 02 ALL CONDUITS PENETRATING THE WALK-IN COOLER SHALL BE SEALED. 03 PROVIDE MATCHING RECEPTACLES FOR ALL EQUIPMENT AS REQUIRED. VERIFY EXACT NEMA TYPE FROM THE EQUIPMENT SUPPLIER. MAKE ALL FINAL CONNECTIONS FOR ALL EQUIPMENT. Q SEE ARCHITECT FOOD SERVICE DRAWINGS FOR LOCATION OF EQUIPMENT LAY OUT. © E.C. TO PROVIDE 60A, 4-POLE, 5-WIRE RECEPTACLE AND PLUG. SEE DETAIL 3/E-2. 07 E.C. TO MAKE ALL FINAL CONNECTIONS FOR CO2 SENSOR SYSTEM. MOUNT CO2 SENSOR AT 18". MOUNT ALARM REPEATERS AND WARNING SHEET AT 60". E.C. TO INSTALL SENSOR AND ALARM REPEATERS PER MANUFACTURER'S SPECIFICATION. PROVIDE CAT 5 WIRING BETWEEN SENSOR AND REPEATER. MAKE ALL FINAL CONNECTIONS. IF SENSOR COMES WITH CORD AND PLUG, PROVIDE WP RECEPTACLE WITH IN -USE LOCKABLE METAL COVER. ® E.C. TO REMOVE ALL EXISTING FLUORESCENT LIGHT FIXTURES. PROVIDE NEW FIXTURES. LOCATE AND REWIRE AS SHOWN. PROVIDE NEW WIRES, CONDUITS, J-BOXES ETC. AS REQUIRED. REUSE EXISTING CIRCUITS. E.0 TO REUSE EXISTING SWITCHES TO CONTROL THE NEW LIGHTING. VERIFY EXISTING CONDITION. ® E.C. TO REMOVE EXISTING LIGHT SWITCHES & PROVIDE LIGHT SWITCHES AS SHOWN. EXTEND EXISTING FEEDER TO NEW LOCATION. PROVIDE NEW WIRE AND CONDUIT AS REQUIRED. • REUSE EXISTING CIRCUIT. WP DISCONNECT SUPPLIED BY OWNER, INSTALLED BY E.C. PROVIDE LABEL "POWERSOAK" WATER BOOSTER PUMP WATER REVERSE OSMOSIS SYSTEM CO2 SENSOR AND ALARM O REPEATER. E.C. TO MAKE ALL FINAL CONNECTIONS. INCLUDING EF INTERLOCK CO2 DISPLAY AND ALARM REPEATER. E.C. TO MAKE ALL FINAL CONNECTIONS. K PIZZA OVEN TRIPLE STACK PIZZA OVEI\ SCALE: NONE C SINGLE (5-20R) RECEPTACLE (HUBBLE HBL53611) SINGLE (5-20R) RECEPTACLE (HUBBLE HBL53611) SINGLE (5-20R) RECEPTACLE (HUBBLE HBL53611) 12" RECESSED J-BOX AND CONDUIT W/ SS COVERPLATE. 12" 24" ONNECTIOI' DETAIL PANEL: P9 208 / 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS M.L.0 10000 A.I.C. MIN. NEW TOP FEED FLUSH MOUNT SQ-D NQOD CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE SPARE 20/1 1 2 20/1 SPARE SPARE 20/1 3 4 20/1 SPARE SPARE 20/1 5 6 20/1 SPARE FOOD SERVICE RECEPT 0.72 20/1 7 8 20/2 1.31 SMOOTHIE MACHINE DOUGH PRESS Sc AIR COMP.*** 1.40 20/1 9 10 1.31 FOOD SERVICE RECEPT 0.54 20/1 11 12 20/2 1.31 SMOOTHIE MACHINE PRINTER /INTERCOM 0.72 20/1 13 14 1.31 SPARE 20/1 15 16 20/1 1.20 PIZZA OVEN ** TABLETOP WARMER 1.50 20/1 17 18 --- (SHUNT TRIP BREAKER) FREEZER 0.96 20/1 19 20 20/1 1.20 PIZZA OVEN ** TABLETOP WARMER 1.50 20/1 21 22 --- (SHUNT TRIP BREAKER) PIZZA PREP 1.23 20/1 23 24 20/1 1.20 PIZZA OVEN ** PIZZA DISPLAY 1.00 20/2 25 26 --- (SHUNT TRIP BREAKER) 1.00 27 28 20/1 0.20 ANSUL SYSTEM * *** PIZZA WINDOW RECEPT. 0.18 20/1 29 30 20/1 0.36 SCALE RECEPTACLE SPARE 20/1 31 32 20/1 1.20 WATER BOOSTER PUMP*** SPARE 20/1 33 34 20/1 1.20 WH-7 CASH REGISTER 0.60 20/1 35 36 20/1 1.68 PREILEL DISPLAY CASH REGISTER 0.60 20/1 37 38 4.76 CASH REGISTER 0.60 20/1 39 40 50/3 4.76 HOT DOG COOKER CASH REGISTER 0.60 20/1 41 42 4.76 SECTION 2 OF 2 REG 1 & 2 1.00 20/1 43 44 20/1 1.00 REG 9 & 10 REG 3 & 4 1.00 20/1 45 46 20/1 1.00 REG 11 & 12 REG 5& 6 1.00 20/1 47 48 20/1 1.00 REG 13 & 14 REG 7 & 8 1.00 20/1 49 50 20/1 1.00 REG 15 & 16 CIG. CAGE 1.00 20/1 51 52 20/1 1.00 REG 17 AS 400 1.00 20/1 53 54 20/1 1.00 MIMO SPARE 20/1 55 56 20/1 SPARE SPARE 20/1 57 58 20/1 SPARE SPARE 20/1 59 60 20/1 SPARE SPARE 20/1 61 62 20/1 SPARE SPARE 20/1 63 64 20/1 SPARE SPARE 20/1 65 66 20/1 SPARE SPARE 20/1 67 68 20/1 SPARE SPARE 20/1 69 70 SPACE SPACE 71 72 SPACE SPACE 73 74 SPACE ISPACE 75 76 SPACE SPACE 77 78 SPACE 79 80 SPACE 81 82 SPACE 83 84 SPACE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 6.00 6.50 6.65 17.78 KVA 17.17 KVA 17.96 KVA 11.78 10.67 11.31 TOTAL CONNECTED LOAD 52.91 KVA 146 A PROVIDE GFI BREAKERS FOR ALL 15A/1P AND 20A/1P CIRCUIT BREAKERS. UNLESS OTHERWISE NOTED. *PROVIDE LOCK -IN DEVICE & MARK 'LEAVE ON' ** PROVIDE SHUNT TRIP BREAKER *** NON GFI BREAKER / - _1 38a 7 d P C A/ 38a I O LAYI 0 %%% / b ( b O TYP X ❑ O D {❑❑ LYJJ O O I 3Ba EL 38 L:]C 1 r - i38a I TYP 38a 3Ba TYP 7 0 N n 11 \ I TYP - � b b #, a b b b I EL 3Ba 38a I 38a 8a - b b 3 a 8a / \ b b 3Ba X 3Ba T b / / b 38a / b EL 3Ba 0 X38a V ea 1.16 " b /38{EL J NSWITCHED ° �10 b b V/38 R(-1 0 Xi ,0g 1 LIGHTING PLAN SCALE: 1/4" = 1'-0" RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER SEPARATE PERMIT AND. APPROVAL REQUIRED SCALE: 1 "=40'-0" NOTES: 1. ALL UNDERGROUND PIPING IS SHOWN FOR REFERENCE ONLY, SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 2. ALL SYSTEM CONTROL VALVES TO BE MONITORED. 3. EFFECTIVE POINT OF TEST DATA SHALL BE UTILIZED, NO OTHER LOCATIONS WILL BE ACCEPTABLE PER OWNER REQUIREMENTS. EXISTING FIRE RISER, FOR REFERENCE ONL EXISTING FIRE RISER, FOR REFERENCE ONL Cosrco IA/NOLESALE 400 COSTCO DRIVE TUKWILA, WA EXISTING FIRE RISER AND - ASSOCIATED COMPONENTS TO REMAIN AS PREVIOUSLY APPROVED i 1►t u., ! la,s • �a- qp o-Fx:ms 1n 1 Sa::z ..v F {; ; (Tni ; L , is -t ti 31` 1 ' I '"i>. r. si iGyEc 1� LL�1 E r -r- - , t ri.r � f : Domm cuc }1 _ t I 1 I 1 t �•t {f i 3 'i 4 i :3 tI j aca ii a. j ii i ! € (', € € i_N i�M niarr 1G�w� 1 i I 1 E 3, 3 I: I 1€ t is �' j ! 1 ( t i,Yry { } i I € I € 1 �■i , , us 11 ! �1t IJJ 7 •� , €{- __._.._ u 1 1 C7i It31. I = Z 1 I I�j t i Li ,-.1_ ` _ ,r rrrrrtirit -;ihIMINUMANIMIIIMOIllai .=:a,^.n;: 1 1i i� ... e f I i7, i=s lii,="11; 1 EXISTING FIRE FOR -REFERENCE - rr_> � rrrrr�rr n it i�i � ���ir`"` rrrr rM ....�� __` '""t �... sa• i • Ma it i ._.._.,_-•�....._.__...W� _ ' � ill* it rr.....r. x:� !1 I� t j . }..I -'I __ ...-# Li.a . Ili! 1 I - TI_._, I I i i 1 Rrccz�;ir-,a•: s",trt:..ufiaG �__a �,e r r • �t ee+ea:a��: rsxw:.:. {j# ills€H EXISTING FIRE .ne. :�-Y-�...,._e. �,s I �{ FOR REFERENt I rr n Tif • r 13 • _ REFERENCE PLAN 0 25' S0 50' ,00� 100' VICINITY MAP AND FLOW TEST DATA SCALE: NTS RISER(S), E ONLY EXISTING RISER DETAIL SCALE: NTS NOTES: 1. EXISTING SYSTEMS TO REMAIN; NO NEW WORK, UNLESS NOTED OTHERWISE. 2. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK. FIRE SPRINKLER PIPING DEMOLITION NOTES 1. CONTRACTOR MUST VISIT THE BUILDING SITE TO DETERMINE THE FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK AND EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE. 2. THE INFORMATION CONCERNING THE EXISTING FIRE PROTECTION CONTAINED ON THESE DRAWINGS IS PRESENTED HERE AS A GENERAL GUIDE ONLY, WITH NO GUARANTEE AS TO ACCURACY. VISIT THE SITE TO VERIFY EXACTLY HOW THE EXISTING CONDITIONS WILL AFFECT THE COMPLETION OF THE WORK REQUIRED FOR THIS PROJECT, AND INCLUDE THE CORRESPONDING COSTS IN THE PROPOSAL. 3. CONSULT THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS, AND ALL OTHER SECTIONS OF THE DRAWINGS AND SPECIFICATIONS, IN DETAIL FOR INSTRUCTIONS PERTAINING TO THIS WORK. 4. WITH THE SUBMISSION OF THIS PROPOSAL GIVE WRITTEN NOTICE TO THE OWNER OF BELIEVED MATERIALS OR APPARATUS BELIEVED INADEQUATE OR UNSUITABLE, BEL EVED IN VIOLATION OF LAWS, ORDINANCES, AND/OR RULES AND OF ANY NECESSARY ITEMS OF WORK OMITTED. IN THE ABSENCE OF SUCH WRITTEN NOTICE, PROVIDE ALL SUCH MATERIALS AND APPARATUS, AND BE RESPONSIBLE FOR THE APPROVED SATISFACTORY FUNCTIONING OF THE ENTIRE FIRE PROTECTION SYSTEM, WITHOUT EXTRA COMPENSATION. 5. BEFORE SUBMITTING THE PROPOSAL, ASK THE OWNER FOR A DECISION CONCERNING ANY AND ALL PLACES WHERE DRAWINGS, SPECIFICATIONS, STANDARDS, AND/OR CODES CONFLICT, OR THAT ARE NOT CLEARLY UNDERSTOOD. IN THE ABSENCE OF OBTAINING SUCH A DECISION, ABIDE BY THE DECISION OF THE OWNER, IF THE NECESSITY FOR A DECISION ARISES AFTER THE SIGNING OF THE CONTRACT. 7. COORDINATE THE LOCATIONS OF ALL FIRE PROTECTION WORK WITH THE WORK OF OTHER TRADES. 8. UNLESS INDICATED OTHERWISE, DISCONNECT AND REMOVE ALL EXISTING FIRE PROTECTION COMPONENTS NOT INTENDED TO BE REUSED. 9. NOTE CAREFULLY THAT THE FIRE PROTECTION DRAWINGS ARE INTENDED TO INDICATE, ONLY DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL CHARACTER AND LOCATIONS OF THE WORK INCLUDED. PROVIDE ALL WORK OBVIOUSLY INTENDED, BUT HAVING MINOR DETAILS OMITTED OR NOT SHOWN. COMPLETE AS REQUIRED TO PERFORM THE FUNCTIONS INTENDED. FOLLOW THE ARCHITECTURAL AND/OR CONSTRUCTION SET OF DRAWINGS AND SPECIFICATIONS FOR BUILDING DETAILS AND FIT THE WORK OF THE FIRE PROTECTION DRAWINGS AND SPECIFICATIONS THERETO. 10. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION WORK PRIOR THE PROJECT COMPLETION. 11. PERFORM ALL WORK ACCORDING TO THE PROJECT PHASING SCHEDULE FOR THIS PROJECT. PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO CONFORM TO THE REQUIRED CONSTRUCTION PHASE OF THIS PROJECT. 12. CONTRACTOR TO BE RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION. 13. CONTRACTOR IS TO PATCH ALL HOLES TO MATCH ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPRINKLER PIPING OR EQUIPMENT TO BE REMOVED IS VACATED FROM THESE HOLES. 14. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT. 15. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE. 16. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY. GENERAL NOTES 1. SPRINKLER PLANS ARE SCHEMATIC AND SHALL NOT BE MEANT TO CONVEY OR ALLOW DISCREPANCY BETWEEN THE WORK ILLUSTRATED HEREIN AND ALL APPLICABLE CODES, PLANS AND ORDINANCES. IT SHALL BE THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO VERIFY ACTUAL CONDITIONS OF CONSTRUCTION AND TO MAINTAIN CONFORMANCE TO THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO BID. 2. ALL INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13, THE AUTHORITIES HAVING JURISDICTION, THE OWNERS' INSURANCE CARRIER, THE TRUSS MANUFACTURER AND STRUCTURAL ENGINEER, AND THE OWNERS' REVIEWING CONSULTANT. 3. ALL MATERIALS USED SHALL BE UL LISTED AND APPROVED. 4. SYSTEMS SHALL BE MONITORED BY AN OFF SITE CENTRAL STATION. 5. INSTALLATION AND FABRICATION SHALL NOT COMMENCE UNTIL PLANS AND CALCULATIONS ARE APPROVED BY ALL AUTHORITIES MENTIONED ABOVE OR WORK WILL BE DONE "AT RISK" AND WILL BE THE RESPONSIBILITY ON THE SPRINKLER CONTRACTOR TO RECTIFY AT NO COST TO THE OWNER. 6. AT VARIOUS STAGES, AND/OR UPON COMPLETION, THE SYSTEMS MUST BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. 7. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL AS PRESCRIBED BY THE AHJ. 8. ALL HANGER TYPES, SIZES, AND METHODS OF ATTACHMENT MUST MEET REQUIREMENTS OF REVIEWING AUTHORITIES MENTIONED ABOVE. 9. SEE FIRE SPRINKLER SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL SITE INFORMATION WITH ARCHITECT AND CIVIL ENGINEER. 10. SPRINKLER CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, SPRINKLER CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. SPRINKLER CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 11. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE SUBMITTED IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ALL CUT LENGTHS, HANGER TYPES, HANGER LENGTHS, PIPE ROUTING, PIPE ELEVATIONS, AND EXACT HEAD LOCATIONS SHOWN MUST BE FIELD VERIFIED BY THE SPRINKLER CONTRACTOR. 12. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE SPRINKLER CONTRACTORS' FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL HE BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK OR THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, OR SUBCONTRACTORS, OR THEIR RESPECTIVE EMPLOYEES OR BY ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERING FIRMS' EMPLOYEES. 13. OVERHEAD SPRINKLER MAINS AND BRANCH -LINES THAT ARE SHOWN ON THESE DRAWINGS ARE EXISTING TO REMAIN. SHEET INDEX PIPE DIMENSION TABLES (FOR NEW PIPE ONLY, EXISTING TO REMAIN UNLESS NOTED OTHERWISE) SHEET NUMBER SHEET NAME NOMINAL SIZE SCHEDULE 40 SCHEDULE 10 INSIDE DIAMETER INSIDE DIAMETER FP1.0 FIRE PROTECTION SITE PLAN AND NOTES 1" 1.049" NOT USED FP2.0 SYSTEM #1 CONV. DAIRY COOLER DEMO, PIPING AND RCP 1 1 /4" 1.380" NOT USED FP3.0 FIRE PROTECTION DETAILS 1 1/2" 1.610" NOT USED 2" 2.067" NOT USED 2 1/2" 2.469" NOT USED FLOW TEST DATA 3" 3.068" NOT USED 4" NOT USED 4.260" STATIC: 132 P51 RESIDUAL: 108 PSI © ---- 2,166 GPM INFORMATION DERIVED FROM WATER FLOW TEST ppm nrn env) rnnin( irTFn RY• CAAITH FIRE 4YST7AA4 6" NOT USED 6.357" 8" NOT USED 8.249" EFFECTIVE POINT OF WATER TEST INFORMATION IS: 10" MAIN ON COSTCO DRIVE DATE OF TEST: 6-11-99 FLOW TEST EL.: NA - LEVEL SITE OWNER/LOCAL AHJ SAFETY FACTOR: (10%) WATER SUPPLY TO BE USED FOR FIRE SPRINKLER DESIGN AT EFFECTIVE POINT, NO EXCEPTIONS. STATIC: 118.8 PSI RESIDUAL: 94.8 PSI ® 2,166 USGPM * NOTE: 20-PSI SHALL BE MAINTAINED ON THE SUCTION SIDE OF THE BACKFLOW DEVICE PER AHJ REQUIREMENTS. NOTE: • CONTRACTOR SHALL NOTE FROM TABLE ABOVE PIPE TYPE USED PER CUSTOMER STANDARDS, NO OTHER PIPE TYPE SHALL BE USED, FABRICATED OR INSTALLED ON THIS PROJECT, NO EXCEPTIONS. SYMBOL LEGEND EXISTING PIPING TO BE REMOVED, TYP. 14. FIRE SPRINKLER SHOP DRAWINGS, WITH DETAILS SHOWING HANGERS, FASTENERS, AND ATTACHMENT METHODS AND SIZES, SHALL BE SUBMITTED TO THE TRUSS MANUFACTURER AND STRUCTURAL ENGINEER FOR APPROVAL. A LEVER OF APPROVAL SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE BY OWNER. THE DETAILS SHALL INCLUDE ALL HANGERS, AND EARTHQUAKE BRACING ATTACHMENTS. 15. IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO FAMILIARIZE THEMSELVES WITH THE BID SPECIFICATION DOCUMENTS, AND TO BRING ANY POTENTIAL CONFLICTS TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID. 16. SPRINKLER CONTRACTOR TO ALLOW FOR ADDITIONAL SPRINKLERS AROUND MECHANICAL UNITS, ROOF OPENINGS OR OTHER OBSTRUCTIONS AT BID TIME. COORDINATE PIPING WITH ALL OTHER TRADES. REVIEW ALL DRAWINGS. 17. ALL PERMITS ARE THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR. 18. SCH-10 (FOR MAINS) AND SCH-40 (FOR LINES) PIPING HAVE BEEN USED IN HYDRAULIC CALCULATIONS FOR NEW PIPING. EXISTING PIPING TYPE NOT PART OF REMODEL SHALL REMAIN. SCH-10 FOR NEW PIPING 4-IN AND LARGER AND SCH-40 FOR NEW PIPING 3-IN OR LESS IN DIAMETER PER COSTCO SPECIFICATIONS. ALL PIPING SHALL BE BLACK STEEL, PREPARED FOR PAINTING. RUSTED, DENTED, OR OTHERWISE DAMAGED PIPING WILL NOT BE ACCEPTABLE. PIPING INSTALLED SHALL HAVE A CRR FACTOR OF 1.0 OR GREATER AND WILL BE THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO PROVIDE AND ENSURE THIS OWNER REQUIREMENT. ACTUAL EXISTING PIPE TYPE MAY DIFFER FROM OWNER REQUIREMENTS, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND BRING THIS TO THE ATTENTION OF THE CPM AND THE ARCHITECT. 19. FLUSH CONNECTIONS SHALL BE PROVIDED PER NFPA 13. 20. ALL DEFLECTOR DISTANCE REQUIREMENTS OF NFPA 13 MUST BE COMPLIED WITH. 21. CRIMP TYPE INSTALLATIONS ARE NOT ACCEPTABLE. 22. THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL SITE INFORMATION WITH ARCHITECT AND CIVIL ENGINEER. 23. THE SPRINKLER CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF NFPA 13 ' PROTECTION OF PIPING AGAINST DAMAGE WHERE SUBJECT TO EARTHQUAKES'. THE SPRINKLER CONTRACTOR MUST ALSO TAKE INTO ACCOUNT THE LIMITATIONS OF THE STRUCTURAL ELEMENTS PRIOR TO SIZING, FASTENING AND/OR LOCATING SEISMIC ASSEMBLIES, RESTRAINTS, ETC. ON THEIR PLANS. STRUCTURAL REQUIREMENTS AND LIMITATIONS MAY BE MORE STRINGENT THAN NFPA. NO ADDITIONAL COMPENSATION FROM OWNER RELATING TO THE SPRINKLER CONTRACTORS FAILURE TO CONSIDER AND COORDINATE WITH THE STRUCTURAL ENGINEER AS IT RELATES TO LOAD, FASTENING METHODS, LOCATION ETC OF ALL SEISMIC CONNECTIONS TO THE STRUCTURE WILL BE CONSIDERED. DESIGN CRITERIA SCOPE OF WORK C� WHOLESALE TUKWILA, WASHINGTOF' LOCATION #006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com CONS LTIN 7511 Greunw4ad Avenue, #600 Seattle, WA981o3 {200u178&rO165 argtifecorsutting,carn PERMIT SET XEY PLAN FOOD SERVICE / COOLERS WITH LOW RACKS: .20/1,500, 130 SQUARE FEET MAX SPACING, 100 GPM INSIDE HOSE PROVISION AND 150 OUTSIDE HOSE PROVISION, ORDINARY HAZARD GROUP II, PER 2013 EDITION OF NFPA 13, SECTION 5.3.2 AND FIGURE 11.2.3.1.1 WITH TABLE 8.6.2.2.1(B), WITH STORAGE LESS THAN 12-FT. EXISTING WAREHOUSE/RECEIVING/TIRE SALES/TIRE INSTALL/ENTRANCE CANOPY/MISC. ANCILLARY AREAS: EXISTING AREAS TO REMAIN, NO NEW WORK UNLESS NOTED OTHERWISE. NOTE: CONTRACTOR SHALL ENSURE HYDRAULICALLY MOST DEMANDING CALCULATIONS PER EACH SYSTEM AS THE HYDRAULICALLY MOST DEMANDING AREA MAY NOT BE THE PHYSICALLY MOST REMOTE. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, 2013 EDITION SECTIONS 23.4.4.1.1.4 AND 23.4.4.1.1.5 PER OWNER REQUIREMENTS REGARDLESS OF ADOPTED REFERENCED NFPA 13 EDITION. 1. REVIEW PHASING SCHEDULE WITH GC AND COORDINATE WITH PHASING PLANS PRIOR TO DESIGN. 2. COORDINATE WITH GC AND OTHER TRADES PER PHASING SCHEDULE PRIOR TO FABRICATION OR INSTALLATION. 3. REMOVE SPRINKLERS, PIPING, ETC. AT EXISTING FOOD SERVICE AREA, CAP AT EXISTING OVERHEAD MAIN. NO PIPING SHALL BE ABANDONED IN PLACE. 4. SPRINKLERS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT SPRINKLER LOCATIONS (SPACING OF SPRINKLERS IN REGARDS TO OBSTRUCTIONS) AND PIPE SIZES, TYP. AS LOCATIONS OF SURFACE MOUNTED EQUIPMENT MAY DIFFER. 5. NEW PIPING SHALL FOLLOW COSTCO STANDARDS. 4-IN AND LARGER PIPING SHALL BE SCHEDULE-10, 3.5-IN AND SMALLER PIPING SHALL BE SCHEDULE-40. EXISTING PIPING TYPE SHALL REMAIN IF NOT PART OF DEMOLITION WORK. 6. FIELD VERY LOCATIONS OF ALL AUXILIARY DRAINS, INSPECTORS TEST, OR OTHER PIPING ALONG WAREHOUSE PERIMETER; PIPING ALONG WALL SHALL BE RELOCATED IF IN CONFLICT WITH NEW/OR RELOCATED RACKING, CONTRACTOR TO COORDINATE WITH GC. MERCHANDISE RACKS ALONG PERIMETER SHALL TAKE PRECEDENCE OVER FIRE PROTECTION EQUIPMENT ALONG PERIMETER WALLS OF WAREHOUSE, TYP. 7. INSTALL NEW SPRINKLERS AT REMODELED AREA. CONTRACTOR SHALL PROVIDE AND ENSURE PROPER SPRINKLER COVERAGE FOR SCOPE OF WORK. 8. EXISTING SYSTEMS TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO VERIFY SCOPE OF WORK. EXP 5/8/2019 DATE DESCRIPTION 10.25.17 PERMIT SET 11.28.17 Q.A. SET EXISTING PIPING TO REMAIN, TYP. HYDRAULIC CALCULATION AREA HYDRAULIC CALCULATION NODES, TYP. NEW PIPING TO BE INSTALLED, TYP. NEW HANGERS TO BE INSTALLED, TYP. NEW CAP/PLUG TO BE INSTALLED, TYP. NEW SPRINKLERS TO BE INSTALLED, TYP. DA-0630 RECEIVED CITY OF TUKWILA FEB 28 2010 PERMIT CENTER APPLICABLE CODES 1.29.18 PERMIT SET FIRE CODE: EDITION: INTERNATIONAL FIRE CODE 2012 NFPA STANDARD: EDITION: NFPA 13 2013 OR CURRENT CONSTRUCTION NOTE THESE DRAWINGS ARE FOR PERMIT SUBMITTAL USE ONLY. THESE DRAWINGS ARE NOT MEANT TO CONVEY FABRICATION OR INSTALLATION REQUIREMENTS. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION, FbEIRIC4LON AND INSTALLATION AND SHALL SEEK OWI Bs • I4AI REPRESENTATIVE APPROVAL PRIOR TO FA13 TIOf Avo CHANGES TO THESE DRAWINGS OR THEIR; f(LL BE ALLOWED WITHOUT THE OWNER'S REPRE P�1� S EN CONSENT. SUBMITTAL DRAWINGS TO BE LEIL= AN ENGINEER LICENSED TO PRACTICE LOCALLY. 93-0440-32 PM: DATE: SP 11.28.17 TITLE SHEET - FIRE PROTECTION COVER SHEET FP1.0 SHEET 1 OF 3 RU NING AREA 1-)" IQ 2„ b I1 U —5 5 —xJ MPU 2" STORAGE COOLER BAKERY PREP. FOOD SERVICE ALTERATION PIPING PLAN SCALE: 1/8" = 1'-0" NOTES: 1. ROOF SYSTEM SHOWN FOR REFERENCE ONLY. 2. EXISTING SYSTEMS TO REMAIN; NO NEW WORK, UNLESS NOTED OTHERWISE. 3. EXISTING PIPING FOR AREA OF DEMOLITION SHALL BE REMOVED AND CAPPED AT OVERHEAD CONNECTION. NO ABANDONED PIPING SHALL REMAIN AT ROOF. 4. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK. DEMO LOW LEVEL PIPING TO A.S. SYSTEM SPINKLERS IN THIS AREA. (EXISTING) FOOD SERVICE DEMO PLAN SCALE: 1/8" = 1'-0" BRANCH LINES SHAD BE THIN OPEN STRUCTURE A ST BELOW SOLID STRUCT- RS (TYP.) it - OFFICE END UNE RESTRAINT (TYP.) SEE DETAIL SHEET FP3.0 5- — — FFICE OFFICE 1 OFFICE 2" OFFICE HYDRAULIC DESIGN SYSTEM #1: FOOD SERVICE SPRINKLERS CALCULATED: 19 SPRINKLERS SPRINKLER DENSITY REQ'D: .20 GPM/SQ. FT. AREA OF DISCHARGE: ENTIRE AREA HOSE ALLOWANCE 250 GPM SPRINKLER SYSTEM DEMAND 0 BOR: 549.2 GPM DEMAND PRESSURE 0 NODE BOR: 92.9 PSI CALC FILE: CW TUKWILA RA1 BAKERY COOLER 10' HT. ELECT. VERIFY UNIT LOCATION(S) FOOD SERVICE REMODEL RCP SCALE: 1/8" = 1'-0" OE1EN 00 a —n— I I I I I I 1 EXISTING ARE BELL EXISTING P.I.V. EXISTING 8" FIRE RISER 8" 41-6 TIRE SALES EMPLOYEE BREAKROOM -n—n 11 I 1 ? 1 I TIRE INSTALLATION 0 8" 100-0 II EXISTING FIRELINE SHOWN FOR HYDRAULIC REFERENCE ONLY CO LO N -H • 1" SCHEDULE 40 PIPING, APPROXIMATELY 62' • 1.25" SCHEDULE 40 PIPING, APPROXIMATELY 73' o 1.5" SCHEDULE 40 PIPING, APPROXIMATELY 51' • 2" SCHEDULE 40 PIPING, APPROXIMATELY 23' APPROXIMATE PIPING LENGTHS DO NOT ACCOUNT FOR DROPS, FITTINGS OR DRY PENDENT SPRINKLERS DESCRIPTION SPRINKLER SCHEDULE SPECIFICATIONS ESCUTCHEON MANUF. MODEL FINISH TEMP FACTOR STYLE REMARKS SYSTEM NOTES PENDENT VIKING VK302 ENT 200' 5.6 REC SS/ENT * SEE NOTES 10 PENDENT VIKING VK302 ENT 286' 5.6 REC SS/ENT * SEE NOTES 5 • DRY PENDENT VIKING VK482 ENT 205' 5.6 FLSH WT POLY * SEE NOTES 4 TOTAL 19 * NOTES: 1. IN ADDITION TO THE SPRINKLER QUANTITIES NOTED, 3 ADDITIONAL SPRINKLERS SHALL BE KEPT WITHIN FIRE RISER AREA FOR SPARES PER 211300 SPECIFICATION. • ALL CAPS, PLUGS, COVERS, ETC. SHALL REMAIN ON SPARE SPRINKLERS TO PREVENT POTENTIAL DAMAGE OF SPARE SPRINKLERS PRIOR TO USE. 2. VIKING VK482 ADJUSTABLE FLUSH DRY PENDENT SPRINKLERS WITH WHITE -POLYESTER FINISH AND STAINLESS STEEL ESCUTCHEONS WITH WHITE -POLYESTER FINISH PER OWNER REQUIREMENTS FOR COOLER, SEE DETAIL ON SHEET FP3.0; NO EXCEPTIONS. 3. SPECIAL PURCHASE P/N#21883JB, 21883JNE OR 21883JNG VK302 PENDENT SPRINKLER WITH FACTORY APPLIED ENT FINISH AND MODEL E-1 ENT COATED STAINLESS STEEL ESCUTCHEONS PER OWNER REQUIREMENTS FOR FOOD SERVICE, DELI PREP, MEAT PREP, ROTISSERIE AND ROTISSERIE PREP; NO EXCEPTIONS. 4. SPECIAL PURCHASE P/N#20783JNE12 SHALL BE USED BY AWARDED SPRINKLER CONTRACTOR FOR PURCHASING K11.2 DRY PENDENT SPRINKLERS FOR COSTCO PROJECTS ONLY. 5. EXTENDED ESCUTCHEONS SHALL NOT BE USED WITH SPRINKLERS IN REMODEL AREA PER COSTCO REQUIREMENTS, NO EXCEPTIONS. 6. NEW SPARE CABINETS SHALL CONSIST OF THE FOLLOWING; • (1) STANDARD 12 COUNT SPRINKLER CABINET. • (1) URREA METAL TOOL BOX, 5896 (OR SIMILAR), WITH RED FINISH FOR STORAGE OF DRY PENDENT SPRINKLERS. • (1) URREA METAL TOOL BOX, 5493 (OR SIMILAR) WITH RED FINISH FOR STORAGE OF SPARE SPRINKLER HEAD GUARDS, ESCUTCHEONS, DRY SPRINKLER BOOTS, ETC. 8. A SPARE WRENCH FOR EACH SPRINKLER SHALL BE PROVIDED. 9. CABINETS SHALL BE ATTACHED TO WALL (OR ATTACHED TO UNI-STRUT THAT IS ATTACHED TO WALL) WITHIN THE FIRE RISER AREA AND ATTACHED IN A MANNER THAT ALLOWS FOR UNOBSTRUCTED OPENING OF CABINET. IF NECESSARY, DRY PENDENT SPRINKLERS SHALL BE ATTACHED WITH ZIP TIES THROUGH CABINET TO PREVENT SLIPPAGE, DAMAGED OR THEFT. CONTRACTOR SHALL VERIFY USAGE OF ZIP TIES WITH GC AND/OR COSTCO PM. CABINET HOLES SHALL BE CLEARED OF BURRS OR OTHER DEBRIS TO MINIMIZE ANY DAMAGE TO SPARE SPRINKLERS. 10. CORRECT SPRINKLER LOCATIONS AND/OR QUANTITIES IS THE RESPONSIBIUTY OF THE SPRINKLER CONTRACTOR. CONTRACTOR SHALL PLACE IN THEIR BID AS A SEPARATE LINE ITEM EXTRA QUANTITY OF SPRINKLERS. COST OF EXTRA SPRINKLERS SHALL BE ACCOUNTED FOR AT TIME OF BID, CONTRACTOR WILL NOT BE AWARDED COST OF EXTRA SPRINKLERS AFILR BID APPROVAL, UNLESS OWNER CHANGES INDICATE OTHERWISE. 1. ALL DESIGN CRITERIA FOR PROJECT IS REFERENCED ON SHEET FP1.0. 2. CONTRACTOR PLANS SHALL ACCOUNT FOR CORRECT LOCATION OF SPRINKLERS WITH REGARDS TO OBSTRUCTIONS (SURFACE MOUNTED EQUIPMENT, ETC.) AND OWNER REQUIREMENTS; PIPING, SPRINKLERS, ETC. SHOWN FOR BIDDING PURPOSES ONLY. 3. CONTRACTOR SHALL PLACE IN THEIR BID AS A SEPARATE UNE ITEM EXTRA QUANTITY OF SPRINKLERS (DRY OR OTHERWISE). COST OF EXTRA SPRINKLERS SHALL BE ACCOUNTED FOR AT TIME OF BID, CONTRACTOR WILL NOT BE AWARDED COST OF EXTRA SPRINKLERS AFTER BID APPROVAL, UNLESS OWNER CHANGES INDICATED OTHERWISE. 4. CONTRACTOR TO PERFORM CALCULATIONS AND ACCOUNT FOR CORRECT PIPE SIZING. CONTRACTOR SHALL BE RESPONSIBLE FOR EXACT LOCATIONS OF SPRINKLERS PER NFPA 13 AND OWNERS REQUIREMENTS. 5 SEISMIC REQUIREMENTS PREVENT A SINGLE SUPPLY, SPRINKLERS SHALL BE SUPPLIED FROM NEW PIPING INSTALLED, CONTRACTOR SHALL VERIFY SEISMIC BRACING REQUIREMENTS. 6. PIPING SHALL NOT BE ATTACHED TO TOP OF FREEZER/COOLERS IN ANY WAY, UNLESS APPROVED BY REFRIGERATION MANUFACTURER, OTHERWISE PIPING SHALL BE SUPPORTED FROM ROOF STRUCTURE ABOVE. RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER CONSTRUCTION NOTE THESE DRAWINGS ARE FOR PERMIT SUBMITTAL USE ONLY. THESE DRAWINGS ARE NOT MEANT TO CONVEY FABRICATION OR INSTALLATION REQUIREMENTS. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION, FABRICATION AND INSTALLATION AND SHALL SEEK OWNERS REPRESENTATIVE APPROVAL PRIOR TO FAQ l�TM 0 CHANGES TO THESE DRAWINGS OR THEIR i�` rWTLBE ALLOWED WITHOUT THE OWNER'S REPREBEFA SF I� CONSENT. SUBMITTAL DRAWINGS TO BE I f e1ABY A ENGINEER UCENSED TO PRACTICE LOCA QU R _D TUKWILA, WASHINGTON LOCATION #006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com NRS CONS NG 7511 Gee Avenue,#u;r0 S,:a!i e. WA 08103 (206) 789-0185 PERMIT SET KEY PLAN COMES 5/8/2019 DESCRIPTION PERMIT SET Q.A. SET PERMIT SET 93-0440-32 PM: DATE: SP 11.28.17 TITLE SHEET - FIRE PROTECTION PIPING PLAN FP2.0 SHEET 2 OF 3 DENOTES PENDENT SPRINKLER CEILING FIGURE A DENOTES SURFACE MOUNTED OBSTRUCTION * SEE DETAILS FOR OWNER REQUIRED DEFLECTOR DISTANCE BELOW CEILING, TYP. TABLE A DISTANCE FROM SPRINKLERS TO SIDE OF OBSTRUCTIONS MAX. ALLOWABLE DISTANCE OF DEFLECTOR ABOVE BOTTOM OF OBSTRUCTION "B" LESS THAN 1'-0" 1'-0" TO LESS THAN 1'-6" 1'-6" TO LESS THAN 2'—O" 2'-0" TO LESS THAN 2'-6" 2'-6" TO LESS THAN 3'—O" 3'—O" TO LESS THAN 3'-6" 3'-6" TO LESS THAN 4'-0" 4'—O" TO LESS THAN 4'-6" 4'-6" TO LESS THAN 5'-0" 5'-0" AND GREATER (ZERO) 0" 2.5" 3.5" 5.5" 7.5" 9.5" 12" 14" 16.5" 18" NOTES: • MAXIMUM SPRINKLER COVERAGE OF 100 SQ.—FT, INCLUDING SPACING WITH REGARDS TO OBSTRUCTIONS FOR HIGH RACK FREEZERS/COOLERS, • MAXIMUM SPACING OF 12—FT BETWEEN SPRINKLERS, INCLUDING SPACING WITH REGARDS TO OBSTRUCTIONS FOR HIGH RACK FREEZERS/COOLERS. • MINIMUM OF 6—FT BETWEEN SPRINKLERS, UNLESS SPRINKLERS ARE OBSTRUCTED, SEE POSITIONING OF SPRINKLERS TO AVOID OBSTRUCTION DISCHARGE (SSU/SSP), TYP. • SPACING OF SPRINKLERS SHALL BE TO EDGE OF SURFACE MOUNTED FIXTURES PER NFPA 13, SEE POSITIONING OF SPRINKLERS TO AVOID OBSTRUCTION DISCHARGE (SSU/SSP), TYP. • ACTUAL AREA, ROOM SIZE AND SPRINKLER LOCATIONS MAY VARY, IT IS THE SPRINKLER CONTRACTORS RESPONSIBILITY TO VERIFY AND COORDINATE ACTUAL SURFACE MOUNTED EQUIPMENT LOCATIONS AND SIZES WITH GC AND OTHER TRADES IN REGARDS TO SPRINKLER LOCATIONS PRIOR TO FABRICATION OR INSTALLATION. • FINAL LOCATION OF SPRINKLERS WITH REGARDS TO OBSTRUCTIONS WILL BE VERIFIED AT A FUTURE PROJECT SITE VISIT BY THE OWNER OR THEIR REPRESENTATIVE PRIOR TO PROJECT OPENING. • THE USE OF EXTENDED ESCUTCHEONS FOR DRY PENDENT SPRINKLERS OR FOR SPRINKLERS LOCATED IN PREP AREAS IS PROHIBITED FROM USE PER THE OWNER, NO EXCEPTIONS. CONTRACTOR TO REVIEW ALL PLANS AND FAMILIARIZE THEMSELVES WITH OWNER'S CRITERIA, INCLUDING DRY PENDENT NOTES AND DETAILS. • CONTRACTOR IS RESPONSIBLE FOR CORRECT SPRINKLER LOCATIONS, PIPE SIZES, ETC AS ACTUAL SITE CONDITIONS MAY VARY FROM DETAILS INDICATED WITHIN THE CONTRACT BID DOCUMENTS. SPRINKLER SPACING CRITERIA WITH SURFACE MOUNTED OBSTRUCTIONS DECK 0 0 0 _ I O I I 0 0 0 0 I I / DENOTES DRY PENDENT / SPRINKLER, TYP. O0 0 0 o O\ MIN 0 0 DENOTES SURFACE MOUNTED LIGHTS, TYP. DENOTES SURFACE MOUNTED MECHANICAL, TYP. SYMMETRICAL PAIIERN SHALL BE MAINTAINED WHERE POSSIBLE PER OWNER REQUIREMENTS FREEZER/COOLER EXAMPLE REFER TO TOLCO FIGURE 76/77 SPEC SHEETS FOR ADDL INFO TOLCO FIGURE 76 ATR TO BE 3/8" TOLCO FIGURE 77 PIPE TO BE BRACED END LINE RESTRAINT - BEAM / JOIST (FOR 2" PIPE AND SMALLER) REFER TO MATERIAL CUT SHEETS FOR INSTALLATION REQUIREMENTS AND ADDITIONAL. INFORMATION TYPICAL END LINE RESTRAINT (BRANCH LINES) NTS 3" MIN. NTS INSTALLATION PROCEDURE 1. CORE DRILL HOLE IN THE FREEZER/COOLER INSULATED CEILING PANEL FROM BELOW. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). MAINTAIN 6" CLEARANCE FROM COOLER SEAMS. 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURERS INSTALLATION REQUIREMENTS. INSERT BOOT PRIOR TO MAKE—UP WITH PIPING. 3. COMPLETELY SEAL INTERFACE BETWEEN BOOT FLANGE AND TOP OF FREEZER/COOLER PANEL WITH ADHESIVE PROVIDED WITH BOOT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 4. APPLY STRAP TIES AND/OR SELF DRILLING FASTENERS ON BOOT AROUND DRY SPRINKLER BARREL PER MANUFACTURERS INSTRUCTIONS. 1" TEE WITH PLUG SUPPLY FROM WET PIPE SPRINKLER SYSTEM OPTION B 2-1/4" DIAMETER - HOLE IN CEILING FREEZER/COOLER - CEILING WHITE POLYESTER FINISH SPRINKLER ESCUTCHEON AND COVER PLATE ELEMENT ASSEMBLY SHOWN EXTENDED FOR CLARITY. ELEMENT SHALL BE A MINIMUM OF 1/4" ABOVE BOTTOM FACE OF SPRINKLER ESCUTCHEON OPTION A SUPPLY FROM WET PIPE SPRINKLER SYSTEM 1" TEE WITH PLUG 1" DRY SPRINKLER DROP VIKING DRY SPRINKLER INSULATING BOOT PROVIDE SELF DRILLING FASTENERS, TYP. �— PER DATA SHEET, TYP. FREEZER AREA VIKING MODEL VK482, STANDARD RESPONSE, 205°F CONCEALED FLUSH DRY PENDENT SPRINKLER WITH WHITE POLYESTER FINISH (DO NOT USE RECESSED, SEMI -RECESSED OR EXTENDED ESCUTCHEON) NOTES: • THE USE OF 401 STYLE (OR EQUIVALENT EXTENDED ESCUTCHEONS) ARE PROHIBITED FOR USE WITH THE DRY PENDENT SPRINKLER PER OWNER REQUIREMENTS, NO EXCEPTIONS. • SEE CONTRACT BID DOCUMENTS (DRAWINGS AND SPECIFICATIONS) FOR ADDITIONAL INFORMATION. LOW STOCK APPLICATION FREEZER/COOLER DRY PENDENT SPRINKLER SAMMYS FOR WOOD 1/4" x 2" (GST 20) UL: TEST LOAD 850 Ib FM: TEST LOAD 1475 Ib ALL THREAD ROD 3/8" - UP TO 4" PIPE SIZE TOLCO FIG. 25 SURGE RESTRAINT (WHEN APPLICABLE) PIPE RING TYPICAL HANGAR DETAILS (1" THROUGH 2" PIPE) WOOD BEAM / JOIST (1) 1/2" x 3" LAG BOLT -OR- (2) 1/4" x 2" LAG BOLTS TOLCO FIG. 58 SIDE BEAM BRACKET ALL THREAD ROD 3/8" - 1" TO 4" PIPE SIZE TOLCO FIG. 25 SURGE RESTRAINT (WHEN APPLICABLE) PIPE RING NTS NTS b b\C\orso RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER CONSTRUCTION NOTE THESE DRAWINGS ARE FOR PERMIT SUBMITTAL USE ONLY. THESE DRAWINGS ARE NOT MEANT TO CONVEY FABRICATION OR INSTALLATION REQUIREMENTS. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINS A TION AND INSTALLATION AND SHALL SEEK 0 r SE, REPRESENTATIVE APPROVAL PRIOR TO fiCJR CATIMAP41.10 CHANGES TO THESE DRAWINGS OR THI' 1(d {`MILL B ALLOWED WITHOUT THE OWNER'S REP ,` �T3I RITTEN CONSENT. SUBMITTAL DRAWINGS TO BE UNiER BY AN ENGINEER UCENSED TO PRACTICE LOCALLY. TUKWILA, WASHINGTON LOCATION #006 400 COSTCO DRIVE TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 7511 t:E e-mvocJ A rue #600 (20) 739-0265 PERMIT SET KEY PLAN I o5 5/8/2019 DESCRIPTION PERMIT SET Q.A. SET PERMIT SET 93-0440-32 PM: DATE: SP 11.28.17 ITLE SHEET - FIRE PROTECTION DETAILS FP3.0 SHEET 3 OF 3 SPECIFICATIONS 12'-3" _147] 0.D. \c, > FOOD SERVICE COOLER <1 I 1 '-3' 4' r- LJ 2 5'-4" o2 < ) PLAN VIEW 1 220 CONDUIT ^.. i ' o^ ' J , 7 � -u34 2 co LC) I . ,' ++++++++++++++ //74--) • + ++,.++ + +. + + + + + + illIllIl CV IIIi 1. el FRONT ELEVATION *Searate Mec%1afl1l shall be required for: Coolers, freezers, walk-in coolers and freezers, Le. assembled and hardwired. *Self-contained lu coolers or freezers a liance t e shall not require a mechanical permit. OD FOAM EXTERIOR CAULKING 2X4 " EA 2836GAB.MDMIN.ETAL PLUG BOTTON CAULKING 3" BEAD MIN, 8 INTERIOR CAM LOCK FASTENER o 48" 0.C. MAX. 1 PANEL TO PANEL 11 26GA. - ,, 2- X 6,,2 GALV. STEEL TOP CAP WITH #8 X i" TEK SCREWS 8,27 @BOD2A3UD'L' NSF GASKET WALL PANEL ,, 8- X LAG SCREW 8 AND WASHER 023" 0.C. (PRE DRILLED) 26GA. METAL FILING PANEL CAULKING 8 BEAD MIN. FOAM 2 CEILING TO WALL EXTERIOR WALL PANEL CAULKING 3" BEAD MIN 8 INTERIOR 4" X i" X 16GA. GALV, STEEL ANGLE #14 X 3" TEK SCREWS 023 0.C. FINISH FLOOR HILTI KH-EZ I" DIA. 15" EMB. 4 ©24" 0.C. ESR 3027 LARR 25897 OR EQUAL 3 WALL TO ELOOR 4 NOT IN USE SEPARATE PERMIT AND APPROVAL REQUIRED CONSTRUCTION WALL: 5" WOOD -FRAME (T&G), POLYURETHANE, F-I-P CEILING: 5" WOOD -FRAME (T&G), POLYURETHANE, F-I-P FINISH: WALL: CEILING: 26GA. STUCCO -WHITE INTERIOR 26GA. STUCCO -WHITE EXTERIOR 26GA. STUCCO -WHITE INTERIOR 26GA. STUCCO-GALVALUM EXTERIOR ACCESSORIES: 1 EA. - 48" X 84" FRANK MANUAL SHS COOLER DOOR BREAKER BAR INT & EXT. 20GA. SST. JAMB, 6"W, TO 48"H. 48"ti. 0,Q" DVALUM._KI.CKELAJEJNI, 1 EA. - LIGHT SWITCH WITH PILOT LIGHT- 1 EA. - 2" DIAL THERMOMETER 1 EA. - 48" X 84" CHASE ECONO-CLEAR FLEXIBLE IMPACT DOOR 1 LOT - VENTURE TAPE NOTE: LAG DOWN CEILING THE CEILING IS DESIGNED FOR "NO STORAGE" DESIGN CRITERIA: SEISMIC PARAMETERS: S = 1.433 S1 = 0.534 SDS= 0.955 SEISMIC DESIGN CATEGORY = D INTERNAL WALL PRESSURE = 5psf CEILING DL = 3psf CEILING LL = 10psf 812 S. La Cassia Drive Boise, ID 83705 t (208) 345-8941 fax (208) 345-8946 web www.tamarackgrove.com RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER 01/18/18 CHANGED BOX DIMENSION ADDED BI-PASSING SLIDING WINDOW EDWARD 01/02/18 RELOCATED SLIDING DOOR REMOVE RI -PARSING SLIDING WINDOW EDWARD REV. DATE DESCRIPTOR REV. BY Custom Cooler Inc. 420 E. ARROW HIGHWAY SAN DIMAS, CA 91773 TEL: (909) 592-1111 FAX: (909) 599-6223 1005 SIGMAN RAOD NE CONYERS, GA. 30013 TEL: (678) 712-5656 5 NOT IN USE CUSTOM COOLER PRODUCTS COMPLY WITH THE "R" VALUE REQUIREMENTS OF SECTION 340 OF THE ENERGY POLICY AND CONSERVATION ACT (42 U.S.C. 63 1) AND CALIFORNIA TITLE 20 AND TITLE 24. JOB: COSTCO #006 1160 SAXON DR. TUKWILA, WA. 98188 FOOD SERVICE COOLER CUSTOMER: COSTCO WHOLESALES EDWARD DATE' 08/04 /1 7 1 /4"=1'-0" SO.Ai DRAWING NO.: 1 7-1 507-1 SHEET 1 OF 1