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Home My WebLink AboutPermit D19-0292 - COSTCO / BAKERY - REMODELCOSTCO -BAKERY REMODEL 400 COSTCO DR 150 FINA L ED 07/23/2020 D19-0292 Parcel No: Address: City of Tukwila �� Department of Community Development 6300 Smuthcentm,Bqw|enan, Suitm#100 Tukwila, Washingtong8188 Phone: 206'431'3670 Inspection Request Line: 206-438-9350 Web site: hYtp://mvmm.TwhyxNm0VA.,gmw 2523049063 400[OSTCODK150 DEVELOPMENT PERMIT Project Name: CO5T[O'BAKERY REMODEL Permit Number: D19-0392 Issue Date: 5/7/2020 Permit Expires On: 11/3/2020 Owner: Name: Contact Person: Contractor: Address: License No: Name: [OST[OWHOLESALE [ORPORAT|0 99SLAKE DRPROPERTY TAX DEPT006 11O12NDAVE SUITE 1O0'SEATTLE' VVA'981O1 ]ACKSONDEAN CONSTRUCTION 19835SE 24OST'MAPLE VALLEY, WA, 98038 CO5TCOWHOLESALE CORPORATION Phone: OOG 962-6830 Phone (2}6) 832'2900 Expiration Date: 1/8/2021 DESCRIPTION 0pWORK: REMOVE AND REPLACE (3) BAKERY OVENS, A PROOF BOX, MEP FOR FUTURE 4TH OVEN AND REPLACE DAMAGED FINISHES AND CEILING TILES. Project Valuation: $150,000D0 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type cfConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,484.55 Occupancy per IBC: M Water District: TUKVVLA Sewer District: TUKWILA Current Codes adopted bythe City mf Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code; 2015 2015 20152015 2015 National Electrical Code: VVACities Electrical Code; VVA[296'46B: y Code: Public Works Activities: [hunmgbadon/StripinA: Cudb[ut/\ocess/Qdewa|k: Fire Loop Hydrant: Flood Control Zone: Haul i ng/Oversize Load: Land Altering: Volumes: Cut 8 Fill: O Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: 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 nythispermitduesnotpesumetogiveauthurbytovio|ateurcance the provisions ofany other state o,local laws regulating construction orthe performance nfwork, |an`authorized tosign and obtain this development permit and agree tuthe conditions attached tnthis permit. Signature: /\/^1-- \&� S--7_��` Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date ufissuance, orK the work is suspended or abandoned for a period of 180 days from the last inspection, PERMIT CONDITIONS: 1: Maintain fire extinguisher coverage throughout. 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. 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 tosubmittal tnthe Tukwila Fire Prevention Bureau. mosprinkler work shall commence without approved drawings. (City Ordinance No. Z436). 3: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (mFPA13'8.6.S.l]) 5: 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 isaltered, remodeled oradded to. Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|F[9O1.4) 6: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #%437)(|FC9O1.2) 7: 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) 10: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8O3.l1ofthe International Building Code. 4: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #I4]7) 8: Any overlooked hazardous condition and/or violation of the adopted Fireor Building Codes does not imply approval of such condition or violation. 9: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 11: 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. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 15: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 16: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 17: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 18: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 19: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 20: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 21: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 22: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 23: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 1 1 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. u9-0,250. Project No. Date Application Accepted: Date Application Expires: 994 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 2523049063 Site Address: 400 Costco Drive Tukwila, WA 98188 Tenant Name: Costco Wholesale Suite Number: 150 Floor: PROPERTY OWNER Name: Costco Wholesale Corporation Address: 999 Lake Drive Cit': Issaquah State: WA Zip: 98027 CONTACT PERSON — person receiving all project communication Name: Melissa Lorenc, MG2 Address: 1101 Second Ave, Ste 100 City: Seattle State: WA zip: 98101 Phone: (206) 962-6831 Fax: Email: melissa.lorenc@MG2.com GENERAL CONTRACTOR INFORMATION Company Name: Jackson Dean Construction Address: 3414 South 116th Street City: Seattle State: WA Zip: 98168 Phone: (206) 832-2900 Fax: Contr Reg No.: -5/4,104s Oc.9 6, z.,Q ItE xp Date: Tukwila Business License No.: New Tenant: 1 Yes RI ..No ARCHITECT OF RECORD Company Name: MG2 Architect Name: Brian Bonar Address: 1101 Second Ave, Ste 100 City: Seattle State: WA Zip: 98101 Phone: (206) 962-6609 Fax: Email: brian.bonar@MG2.com ENGINEER OF RECORD Company Name: T.E. Inc. Engineer Name: Paal Ryan Address: 830 N Riverside Dr, Ste 200 City: Renton State: WA Zip: 98057 Phone: (425) 970-3753 Fax: Email: pryan@tei-engineering.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: CO,Flco Aittoi-C,S4‘-6 CaZPQ/2/4 pc/ Address: 9ei5' tmicc Dzw6 City: "Z .C.r/AqwiN State: 14,4 Zip: 93,9a Hi\Applications \Forms -Applications On Line \2011 ApplicationsTerinit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 1 of 4 UILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Describe the scope of work (please provide detailed information): Removal and replacement of (3) bakery ovens, a proof box, and MEP for a future 4th oven plus replacement of damaged finishes and ceiling tile. Existing Building Valuation: $ Will there be new rack storage? ❑ ...Yes R.. No 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 1s* Floor 222,496 3,800 0 0 V-B M 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes Z No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers Z Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:ions\Forms-Applications On Line1201 I Apptieations\Pernit Application Revised - 8-9-1I.do Revised: August 2011 bh Page 2 of 4 0 PUBLIC WORKS PERMIT INFORMATION — 206-43 -0 79 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 RI ...Tukwila 0 ...Water District #125 0 ...Water Availability Provided Sewer District 121...Tukwila El ...Sewer Use Certificate 0...Valley View 0...Sewer Availability Provided 0 Highline .. Renton 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 anplv): ...Civil Plans (Maximum Paper Size — 22" x 34") 0 _Technical Information Report (Storm Drainage) 0 ...Bond 0 Insurance Easement(s) Proposed Activities (mark boxes that armly): 0 ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 El ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 Geotechnical Report 0 Maintenance Agreement(s) El ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 .„Hold Harmless — (ROW) o .. Right-of-way Use - Profit for less than 72 hours O .. Right-of-way Usc — Potential Disturbance O .. Work in Flood Zone O .. Storm Drainage 0 _Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements El .. Pavement Cut El .. Trench Excavation 0 ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding El ...Backflow Prevention - Fire Protection , Irrigation Domestic Water 0 ...Permanent Water Meter Size... , WO # D . . . Temporary Water Meter Size .. ,, WO # El ...Water Only Meter Size ,, WO # 0 ...Deduct Water Meter Size >, 0 ...Sewer Main Extension Public 0 Private ri i__, El ...Water Main Extension Public 0 Private ri ,_._.. FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ... Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:lApplicationsWorms-Applications On Line \2011 ApplicalionsTermit Application Revised 8-9-11.clocx 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 0 ER 0 AU HORIZED AGE T: •-_____ Date: 1 4/24) \49 Signature: Print Name: Mostafa Ahanchi, Authorized Agent of Costco Wholesale Day Telephone: (209) 962-6831 Mailing Address: 1101 Second Ave, Ste 100 Seattle WA 98101 City State Zip HAApplicationsWorms.,Applications On Line1201 ApplicationsWermit Application Revised - 8-9-11.(locx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $648.90 D19-0292 Address: 400 COSTCO DR 150 Apn: 2523049063 $324.45 Credit Card Fee $9.45 Credit Card Fee R000.369.908.00.00 0.00 $9.45 DEVELOPMENT $315.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE R000.359.000.00.01 0.00 $315.00 EL19-0745 Address: 400 COSTCO DR 150 Apn: 2523049063 $324.45 Credit Card Fee $9.45 Credit Card Fee R000.369.908.00.00 j 0.00 $9.45 DEVELOPMENT $315.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R21148 R000.359.000.00.01 0.00 $315.00 $648.90 Date Paid: Thursday, July 16, 2020 Paid By: ELAN Pay Method: CREDIT CARD 075581 Printed: Thursday, July 16, 2020 11:36 AM 1 of 1 CRWYSTEMS 0 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/16/2020 11:35:45 AM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $648.90 APPROVAL CD: 075581 RECORD #: 000 CLERK ID: Bill 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.converaeoay.comNirtualMerchant/transaction.do?disvatchMethod=orintTra... 7/16/2020 rip____ ..„811,4 tv, • s Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,238.62 D19-0292 Address: 400 COSTCO DR 150 Apn: 2523049063 $2,162.07 Credit Card Fee $62.97 Credit Card Fee R000.369.908.00.00 0.00 $62.97 DEVELOPMENT $2,000.33 PERMIT FEE R000.322.100.00.00 0.00 $1,975.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $98.77 TECHNOLOGY FEE R000.322.900.04.00 0.00 $98.77 M19-0154 Address: 400 COSTCO DR 150 Apn: 2523049063 $496.87 Credit Card Fee $14.47 Credit Card Fee R000.369.908.00.00 0.00 $14.47 MECHANICAL $459.43 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $426.28 TECHNOLOGY FEE $22.97 TECHNOLOGY FEE R000.322.900.04.00 0.00 $22.97 PG19-0126 Address: 400 COSTCO DR 150 Apn: 2523049063 $579.68 Credit Card Fee $16.88 Credit Card Fee R000.369.908.00.00 I 0.00 I $16.88 GAS $103.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000.322.100.00.00 0.00 $68.00 PLUMBING $433.00 PERMIT FEE R000.322.100.00.00 0.00 $398.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $26.80 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R20686 R000.322.900.04.00 0.00 $26.80 $3,238.62 Date Paid: Wednesday, May 06, 2020 Paid By: SCOTT CONRAD Pay Method: CREDIT CARD 004059 Printed: Wednesday, May 06, 2020 2:08 PM 1 of 1 CRWSYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 05/06/2020 02:07:14 PM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $3,238.62 APPROVAL CD: 004059 RECORD #: 000 CLERK ID: Bill 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 httos://classic.convergeoay.comNirtualMerchant/transaction.do?disoatchMethod=orintTran... 5/6/2020 • Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,322.48 D19-0292 Address: 400 COSTCO DR 150 Apn: 2523049063 $1,322.48 Credit Card Fee $38.52 Credit Card Fee R000.369.908.00.00 0.00 $38.52 DEVELOPMENT $1,283.96 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18526 R000.345.830.00.00 0.00 $1,283.96 $1,322.48 Date Paid: Monday, September 09, 2019 Paid By: SCOTT CONRAD Pay Method: CREDIT CARD 010209 Printed: Monday, September 09, 2019 3:50 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTH[ENTEK OLVD TUKWILA' WA 98188 286-433-1870 CITY OF TVKWILA Date: 09/09/2819 83:50:03 PM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $1,322.40 APPROVAL [D: 010209 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: 7/16/2020 Permit Number: D19-0292 Requested By: Marty Minich Contractor: Jackson Dean Construction Inspection Information Project Name:Costco Tukwila Bakery Project Address/Location:400 Costco Dr. Requested Date for Inspection:7-20-20 Monday Requested Time: 8:00am AM / PM Contact Name:Marty Minich Phone Number:206 450-6024 Inspection Requested:Ceiling cover, plumbing final, electrical final, hvac final. ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $105.00 per hour (minimum total of $315.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: Martin Minich Date: 7-16-20 Printed Name: Martin Minich City Use Only: Approved: Disapproved: Paid: Receipt No: Date of Approval/Disapproval: Remarks: W: \ Permit Center \Applications -Handouts \Templates \ Forms \Off Hours Inspection 1-2017.docx Revised; June 14, 2019 City of Tukwila Department of Community Development 2/3/2020 MELISSA LORENC 1101 SECOND AVE - SUITE 100 SEATTLE, WA 98101 RE: Permit Application No. D19-0292 COSTCO - BAKERY REMODEL 400 COSTCO DR Dear MELISSA LORENC, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 9/9/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 3/9/2020. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Elisa Villegas Permit Technician File No: D19-0292 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-4 - 665 MG2 Corporation 1101 Second Ave, Ste 100 Seattle, WA 98101 01.29.2020 Kandace Nichols Permit Technician City of Tukwila Depatement of Community Development 6300 Southcenter Boulevard, Ste 100 Tukwila, WA 98188 Re: Costco Wholesale Bakery Upgrade 400 Costco Drive Tukwila, WA 98188 Project Number: 93-0440-36 Plan Check No.: D19-0292 206 962 6500 MG2.com REVISION NOLL Subject: Tenant Improvement, Bakery Upgrade - "Costco Wholesale" Dear Kandace Nichols: We have received Plan Check Comments for the Bakery Upgrade project at Costco Wholesale - Tukwila, Washington. The following is our response to the Plan Check Comments provided the City of Tukwila Department of Community Development: 1. Comment - Sheet M-1 Enlarged Bakery HVAC Plan, the detail for the rack washer indicates a detail [21] please clarify where that detail is. Response: Detail 21 added to sheet M-3. 2. Comment - Gas calculations indicates 4" service acceptable. The plan only shows 3". Please clarify. Response: 4" gas service not for bakery but for entire store. 3. Comment - The engineer's signature is missing the date of signature. Please provide engineer's sheet stamped, signed and dated. See general note above. Response: Date added. 4. Comment - Electrical codes on the cover sheet shall reference 2017 electrical codes Response: Electrical codes updated in Code Data on Cover Sheet. sCORREC ION LTR# Should you require any additional information regarding this matter, please contact me at 206.962.6505. Thank you. MG2 61-4.1‘12. RECEIVED CITY OF TUKWILA JAN 30 2020 PERMIT CENTER Melissa Lorenc Associate Page 2 of 2 Owner's revisions include: 1. Removal and replacement of (3) bakery ovens and addition of (2) bakery ovens, totaling (5)new bakery ovens. Originalscope was totaling (4) bakery ovens with connections for future 51h oven. 2. Removal and replacement of FRPP (wall finish) throughout entire bakery. Originalscope was replacing on/v0n/shwnwall behind existing ovens and proof box. 3. Addition ofa 3'*nniner. Original scope showed the re -use of2existing mixers only. 4. Addition of (2) trench drains in the department as well as an additional floor sink for the equipment condensate lines. Original scope was not adding any drainage -to department. 5. Demolishing the entire ceiling tile and grid, lighting and duct work in order to raise the entire new ceiling approximately Y-1.5' in order to accommodate required equipment clearances. Drio/no/sccpemx7smp6mcingbheenbmeceiling0keforWheotsomnehe/ght. 6. Demolishing wall between the Bakery and the MPU room and rebuilding to accommodate the new ceiling height, as well as adding a new ceiling to the MPU room. Original scope didn't affect this area. 7. Demolishing and sealing off (2) existing refrigeration doors and relocating one of them to accommodate stud walls for plumbing fixtures. Original scope didn't require this. D. Demolishing entire front cooler of department and 2 bays of high pile storage to create a cake decorating space in the department. This area will have a partial wall as well as new signage to vxraparoundthefrontcmrnernfthedepartnnent.(]r/g/no/scopedidnmt irmludethis. 9. Removing the door in the back of the Bakery. Original scope was going to turn this space into a Storage Room. 10. We will also be clearing out the space adjacent to the Bakery for possiblefuture work. This includes the removal of racking, sinks, and a hazard cage. We will also be removing a water fountain and a sink in the Demonstration room in the back of the warehouse as part of this permit. All of the new work outside of the Bakery is shown on A501.3 for clarity. 11. All of the changes in scope of work have been reflected on all of the sheets in the Permit Issue Set for Plan Review. Completely new sheets have been added for Fire and Structural review as these were not required for the original scope ofwork. R,FV19,10N-N0'1-k. I— CORRECTION ��oxvx v~~"- LTRff I RECEIVED CITY OF TUK%VILA U�� vvm� u��m 0 City of Tukwila Department of Community Development October 07, 2019 MELISSA LORENC 1101 SECOND AVE - SUITE 100 SEATTLE, WA 98101 RE: Correction Letter # DEVELOPMENT Permit Application Number D19-0292 COSTCO - BAKERY REMODEL - 400 COSTCO DR Dear MELISSA LORENC, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you ofcorrections 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 I 1x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "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). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Sheet M-I Enlarged Bakery HVAC Plan, the detail for the rack washer indicates a detail [21] please clarify where that detail is. 2. Gas calculations indicates 4" service acceptable. The plan only shows 3". Please clarify. 3. The engineer's signature is missing the date of signature. Please provide engineer's sheet stamped, signed and dated. See general note above. 4. Electrical codes on the cover sheet shall reference 2017 electrical codes. 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. 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 Sincerely, Kandace Nichols Permit Technician File No. D19-0292 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431.3670 • Fax 206-431-3665 Environmental Health Services Division Seattle WAuV10410 206-263-9566mm TTY Relay: 711 KavlaKerocher MG2 11O12m'Ave, Sui Seattle, WA 9810 SO Re PLANS AND SPECIFICATIONS FOR. Cmstco WhmUesmlw,400- Comtco Dr,Tukwila, WA 98188 Dear Mo.Karsohec Health Seattle & King County The plans and specificationsfor the proposed remodel (bahsn) have been reviewed and, hnaccordance with the provisions of Title 5.the Code of the King County Board ofHealth (The Food Code) are hereby APPROVED and subject to the following conditions: * Plumbing systems mustbedesigned, constructed, and installed according bnlaw local, state, and federal statutes, regulations, and ordinances). * Hot water generation and distribution systems must be sufficient to meet the peak hot water demands throughout the food establishment. * Nochanges shall bamade without Health Department approval. Your establishment has been assigned the following plan review service number (SR1423994.Please use this SRnumber inall future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator/owner shall: 1. Obtain opre-operational inspection approval. Contact me at 206-263-8484 at least one week in advance boschedule m inspection. Besure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Besure hm have the approved equipment floor plan available for the plumbing inspector at the construction site during a rough -in plumbing inspection prior to obtaining a final plumbing inspection approval. This approval |eberon|ymddreooeothaequ(pme,d.p|umbingUntuno|oomUonmandfiniaheo. |tdoes not include piping,gneone traps, back flow prevention orother piping systems. Your application for afood service establishment permit from Public Health - Seattle & King County may be approved during this inspection; however, it is the responsibility of the food service establishment operator/owner to obtain all necessary permits and approvals from other agencies. For example, applicants |nthe City of Seattle must Qo0mSeattle Department ofPlanning and Development (DPD)to check ifmbuilding permitisrequired. Operating the establishment without these required permits mr approvals may subject the operator/owner hulegal action bythe appropriateogmnoims. If the establishment isopened without the Health Department p,e-operoUona|inspmction.dmnaybeaubjmotho o|oauns. Failed pre -operational inspections will require a $444 fee (plus $222.00 per hour after two hours) for m repeat inspection. nC~~IxyE'D CITY OF77UKWyU A 0 Q 8 S�� S�, �" ��`� PERMIT CENTER \ ! | Page 3'Plan Approval Letter for CootcoWholesale, 4OUContcoDc,Tukwila, VVAB8188 Please be aware that additional hourly fees will be charged if the total plan review and inspection goes beyond the base three (3) hours for this proposed remodel. An invoice will be sent to you after the pre -operational inspection and must be paid immediately. Please also be advised that, once your plans are approved, you will be charged for a plan resubmittal fee of $222,8Oper hour should you decide tmsubsequently change the equipment floor plan. Contact your local building department or water district if pre-treatment facilities are required when wastewater contains more than 100 parts per million bvweight offat, oil orgrease ofanimal, vegetable or mineral pedrm|eum origin. |fyou have any questions, please donot hesitate hocontact me. Thank you for your compliance |nthis matter and | look forward howorking with you. Patrick LMurphy, 0SPN,R.S' Food/School Plan Reviewer Health & Environmental Investigator U| Environmental Health Services Division Public Health Seattle -King County CNK-PH41OO 4O1Fifth Avenue, Suite 110D Seattle, VVAQ81O4-181D Ph:2OG'2G3-B484 FA{:2OG-288-U18Q Enuai|:pahick.murphy@hinQcquntv.gov Enclosures C5 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0292 DATE: 000/20 0 PROJECT NAME: COSTCO - BAKERY REMODEL SITE ADDRESS: 400 COSTC Original Plan Submittal Rev ion # XiResponse to Correction Le sion # DEPARTMENTS: (./ uilding Division t44 Public Works Am IT I/ Fire Prevention Structural n before Permit Issued after Permit Issued M 1\ti\ Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 02/04/20 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/17/20 Approved Approved with Conditions Fire Fees Apply Corrections Required (corrections entered in Reviews) Denied (le: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ei Fire D Ping E PW D Staff Initials: 12/18/2013 PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0292 DATE: 09/09/19 PROJECT NAME: COSTCO - BAKERY REMODEL SITE ADDRESS: 400 COSTCO DR SUITE 150 X Original Plan Submittal Revision # Response to Correction Letter # before Permit Issued Revision # after Permit Issued DEPARTMENTS: uilding Division :.SS Public Works Fire Prevention Structural buk, )0,4- AyA. • Planning Division Permit Coordinator ip PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/10/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Ti Corrections Required DUE DATE: 10/08/19 Approved with Conditions ri Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping PW 0 Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: Writ/4i PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 1-3o-24,19 1 Summary of Revision: how-wry/4 4eivvii- re,04,1_ cJs -0 t4PINe" fAile) Received by: e oUxo -til 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) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: 1 /2.je2b Plan Check/Permit Number: J7 / e7 - O 2 G12 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 'RI Revision # / after Permit is Issued Cpe rrn i -- /)eve. r i s v ec70 ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: COS h &a Ie rL1 .- TV k'w i ilel. Project Address: 4-00 COS -Co �j {Orel Ve Contact Person: M el % S SGt, Lip ,'..4YIC_ Summary of Revision: P/eer.A3e se, 4- c ham_ Phone Number: 2or0.Mh2.0SDS- RECEIVED CITY OF TUKWILtA, JAN 3 9 2020 PEHMIT CEN IhH Sheet Number(s): Ts/of, A-S bl A- S-b ( / A- Sea /. Z. k ST / . M - / M - I Iv! - 3 "Cloud" or highlight all areas of revision including to of rev ftieu) E _l -Z S /. / , 2 . / FP/ 01 Received at the City of Tukwila Permit Center by: F' o/ '-."'""Entered in TRAKiT on t 3o-)-0 FP3.* nave a// Peen cola / ea q W:\Permit Co nter\Templatos\Forms\Revision Submittal Formdoo Revised: August 2015 JACKSON DEAN CONSTRUCTI15 CPLabor & Industries (httns://lni.wa.govl k ',vatting., suve INpATL11‘ Page 1 of 3 JACKSON DEAN CONSTRUCTION Owner or tradesperson Principals JACKSON, MILES GORDON, PRESIDENT KEENER, LAURIE ANN, SECRETARY VANDENBERG, JERRY, PRESIDENT (End: 12/06/2010) VANDENBERG, MARSHA, SECRETARY (End: 12/06/2010) GONZALES, KARN D, VICE PRESIDENT (End: 12/09/2010) BUTLER, DAVID, CHIEF EXECUTIVE OFFICER (End: 12/09/2010) Doing business as JACKSON DEAN CONSTRUCTION WA UBI No. 601 222 672 19835 SE 248th Street MAPLE VALLEY, WA 98038 206-832.2900 KING County Business type Corporation Governing persons MILES GORDON JACKSON KARN DUREEN GONZALES; JERRY VANDENBERG; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. JACKSDC962QR Effective — expiration 11/19/2004— 01/08/2021 Bond Great American Ins Co Bond account no. 3633079 Active Meets current requirements. $12,000.00 Received by L&I Effective date 12/31/2012 01/01/2013 Expiration date Until Canceled Insurance Phoenix Insurance Company, The $1,000,000.00 Policy no. DT22C00J468176PHX19 Received by L&I Effective date 12/30/2019 12/31/2019 Expiration date 12/31/2020 Insurance history Savings No savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601222672&LIC=JACKSDC962QR&SAW= 4/13/2020 1wi f #OLESALE 400 COSTCO DRIVE TUKWILA, WA 9 8188 --- -------- PROJECT DIRECTORY DRAWING INDEX PROJECT GENERAL NOTES OWNER COSTCO WHOLESALE TS101 TITLE SHEET GENERAL NOTES 999 LAKE DRIVE 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. ISSAQUAH, WA 98027 ARCHITECTURAL 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF•30X42-INCHES. T: 425.313.8100 A501 DEMO PLAN, FLOOR PLAN AND NOTES 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND A501.1 REFLECTED CEILING PLAN AND NOTES SYMBOLS. CO AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE ARCHITECT MG2 A501.2 ELEVATIONS, DETAILS, SCHEDULES AND NOTES 4. CONDITIONS 1101 SECOND AVENUE A501.3 DEMO PLAN, FLOOR PLAN AND NOTES RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR SUITE C IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. SUI TILE, WA sa1o1 MECHANICAL a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND T: 206.962.6500 M-1 PARTIAL PLAN, GAS CALCULATIONS, NOTES, AND SCHEDULE UTILITIES. _ F: 206.962.6499 M-2 ENLARGED HVAC, PLUMBING AND WASTE & VENT PLANS b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK. PROJECT MANAGER: ROD WILLSON M-3 DETAILS c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. ELECTRICAL d. IF NECESSARY TO COMPLETE THE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY MECHANICAUELECTRICAL T.E., INC. ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. ENGINEER 830 N. RIVERSIDE DRIVE `. E-1 PARTIAL FLOOR PLAN, LIGHTING FIXTURE SCHEDULE, PANEL SCHEDULE, LEGEND, DETAILS, AND NOTES 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL E-2 BAKERY POWER AND LIGHTING PLANSEQUIPMENT LISTAND NOTES , , SUITE 200 BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR -CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE SUIRENT 20 WA 98055 STRUCTURAL AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST -DISRUPTIVE AS POSSIBLE TO THE OWNER'S T: 425.970.3753 SI A PARTIAL FLOOR PLAN, GENERAL NOTES, SECTIONS OPERATIONS, F: 425.970.3756 S2.1 OFFICE SECTIONS 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. STRUCTURAL ENGINEER ENGINEERS NORTHWEST 7. DIMENSIONS ARE TOIFROM THE: 6869 WOODLAWN AVENUE, N.E. FIRE a. CENTERLINE OF INTERIOR COLUMNS, 6869 W E, WA 98115 FP1.0 FIRE PROTECTION SITE PLAN AND NOTES b. GRID LINES ADJACENT TO THE EXTERIOR WALL (FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THE GRID SEAT: 206,525.7560 FP2.0 FIRE SPRINKLER DEMO AND PIPING PLANS LINE) F:206.522.6698 FP3.0 NEW FIRE SPRINKLER PIPING PLAN AND DETAIL c. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. d. FACE OF STUDS. FIRE CONSULTANT NRG FIRE CONSULTING, LLC 2 e. ALL OFCONCRETEDIMENSIONED FROM f. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB (ALSO NOTED AS FINISHED FLOOR OR INDICATED BY 7511 GREENWOOD AVE. N, THE "DATUM" SYMBOL) UNLESS NOTED OTHERWISE. SUITE #600 g. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES SEATTE, WA 98103 INCLUDING CARPETING, TILE, WAINSCOT AND TRIM. T: 206.789.0165 K 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 ANDIOR 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 SCOPE 0 F WORK RK 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. THE PROJECT I A 6,700 SQUARE FEET REMODEL F THE EXISTING COSTCO WHOLESALE BAKERY IN A 222,496 SQUARE FEET, 17. PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK. ONE STORY ME CANTIL OCCUP CY BUI IN ITH FULLY AUTOMATIC FIRE -PROTECTION SPRINKLER SYSTEM AND FIRE 18. PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT LIMITED ALARM SYSTEM. TO, SINKS, WALL BRACKETS AND WALL -HUNG ITEMS. 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND SCOPE OF WORK INCLUDES THE REMOVAL AND REPLACEMENT OF (3) BAKERY OVENS AND A PROOF BOX WITH RELATED . VICINITY MAP 20, FINISHES, COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. PLUMBING, ELECTRICAL, AND MECHANICAL WORK. ALSO INCLUDES REPLACING AND RAISING THE ACOUSTICAL CEILING TILE, REPAIR, PATCH; OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER LIGHTING SPRINKII HR HEADS FROM '•0" TO 1 I 1',O"WITIRELATE PLUMB 1G, ELEI^TRICAL ND ME ANICA WORK. IMPERFECTIONS. 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE DDITIONAL SCOPE TO INCLUDE REMOVAL OF HIGH PILE RACKING AND EXISTING PLUMBING FIXTURES WITH RELATED JURISDICTION. PLUMB[ G, ELE RICAL, D MEC ICAL ORK. 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 THERE ARE NO CHANGES TO EGRESS. A SPRINKLERS/ALARM; SEWER, ETC.)SHALL BE PERFORMED DURING NON -BUSINESS HOURS AS APPROVED BY THE 2 OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. A PLAN EXISTING FLOOR j- AN 405 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 TU KW I LA P KWY ALERTS DURING CONSTRUCTION. SCALE: NOT TO SCALE 24. ALL WORK IS TO COMPLY WITH THE APPLICABLE CODES. NO PART OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED TO CODE DATA _ REQUIRE SE PERMIT WORK CONTRARY L A GOVERNINGEREGULATION. 25. PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR WALL PENETRATIONS (CONDUITS, FIXTURES, ETC.) AND Cl) Q OPENINGS (DOOR FRAMES, WINDOWS, ETC.). 26 THE CONTRACTOR SHALL IF CONCRETE ARE T-TENSIONED. IF ANY SLAB IS POST -TENSIONED, THE 5 S, CONDUITSS PIPES, ETC. USING NON-DESTRUCTIVE TESTING METHODS SHALL ELY LOCATE TENDONM � LU ACCURAT yy CONTRACTOR , APPLICABLE CODES: 0- a SUCH AS IMAGING, INDUCED CURRENT METAL DETECTOR, ETC. AS RECOMMENDED BY THE POST -TENSIONING INSTITUTE. IF S ANY PROPOSED PENETRATION IS IN CONFLICT WITH TENDONS, ETC., IMMEDIATELY NOTIFY THE ARCHITECT PRIOR TO t 9015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS L u = PERFORMING ANY WORK. j0 DE AMENDMENTS >_ 017 NATIONAL ELECTRICAL CODE NFPA 70) - Z a L1J DEMOLITION AND REMODEL CONSTRUCTION GENERAL NOTES TH STATEWIDE AMENDMENTS L LJ J 1. THE BUILDING WILL BE OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION. V UL1 J 2- CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF -HOURS W > 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 OCCUPANCY CLASSIFICATION: GROUP'M' (MERCANTILE) _ 0 0 )- WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB, CURBS, REBARS, ETC. ASSOCIATED 0 WITH DEMOLITION OF AREAS SHOWN. ( 1 0 Z z LLI 4. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE OFFERED IN GOOD CONDITION TO THE OWNER. DURING THE [ TYPE OF CONSTRUCTION: TYPE V-B CO ¢ BIDDING PERIOD, ¢ E AND VERIFY WITH THE OWNER AS TO WHICH ITEMS ARE TO BE SALVAGED. 5. DO NOT INTERRUPTANYSERVICES (WATER,PLUMBING, FIRE SPRINKLER, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF THE COSTCO OWNER. EGRESS SYSTEM & OCCUPANT LOAD: NO CHANGE 6. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER AND ° DRIVE COORDINATE AT LEAST 48-HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE SPRINKLER OR FIRE ALARM i SYSTEMS. PROVIDE FIRE -WATCH AS REQUIRED BY THE JURISDICTION. S.180TH T 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. ONS AS REQUIRED TO PREVENT DUST AND DEBRIS ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS 10. PROVIDE TEMPORARY DUST CAPM SETTLING ON ADJACENT ASNOT UTILITDRNDDRAINLINES!ELEWWITLOORASRENIRED.CNTRCTORISROOCNSIBLEORFLOR 11. CAP ALL UTILITIES AND DRAIN LINES BELOW THE FLOOR AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FLOOR ( (J PATCHING. FOR ADDITIONAL ABBREVIATIONS: SEE OTHER DESIGN DISCIPLINES AND A601 12. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND SYMBOLS CONSTRUCTION. AFF ABOVE FINISHED FLOOR (SLAB) STD STANDARD 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 PRACTICAUPOSSIBLE, NEATLY TO SIZE REQUIRED AND BFF BELOW FINISHED FLOOR (SLAB) STL STEEL BOT BOTTOM STRUCT STRUCTURE, STRUCTURAL WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. DETAIL NEW CONSTRUCTION -SHOWN SOLID CL CENTER LINE TOJ TOP OF JOIST REVISION CLOUD 14. .WHERE EXISTING CONSTRUCTION IS REMOVED, CUT OR OTHERWISE DISTURBED, PATCH TO MATCH THE EXISTING DETAIL IDENTIFICATION CUR CLEAR TOM TOP OF MASONRY ADJACENT SURFACES. SEAMS TO BE AS INVISIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE _+ AND DELTA CUT LINE - DEFINES THE CLG CEILING TOP TOP OF PARAPET NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE, ETC. °i"pP1p 00' DETAILED ELEMENTIZ2) CMU CONCRETE MASONRY UNIT TOS TOP OF STEEL 15. -WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORM A SMOOTH AND EVEN TRANSITION. PATCHED WORK TO //��\ COL COLUMN TOW TOP OF WALL MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. Q v - CONIC CONCRETE T&B TOP AND BOTTOM 16. REMOVE AND REPLACE AREAS, SURFACES OR ITEMS THAT CANNOT BE SATISFACTORILY PATCHED. SHEET WHERE DRAWN EA EACH TYP TYPICAL EXISTING CONSTRUCTION TO REMAIN - ELEV ELEVATION UNO UNLESS NOTED OTHERWISE 18. AS A MINIMUM, THE LEVEL OF WORKMANSHIP DOORS AS NECESSATCHARY THE GENERAL LEVEL OF EXISTING WORKMANSHIP. WA' L SECTION NORTH ARROW SHOWN LIGHT BACKGROUND EQ EQUAL VRT VERTICAL 18. WHERE REQUIRED, TRIM EXISTING WOOD DOORS AS NECESSARY TO CLEAR FLOORING. SEAL CUT EDGES. 1 PROJECT NORTH EXT EXTERIOR VIF VERIFY IN FIELD 19. UNLESS SHOWN THE DRAWINGS OTHERWISE, NOT SUPPORT OR SUSPEND ITEMS, EQUIPMENT, HANGERS, ETC. FROM DETAIL IDENTIFICATION CUT LINE -DEFINES THE INDICATOR FF FACTORY FINISH W/ WITH EXISTING STRUCTURAL MEMBERS (BEAMS, TRUSSES, , JOIST, ETC.) WITHOUT WRITTEN APPROVAL OF A LICENSED I 1 STRUCTURAL ENGINEER. 0 DETAILED ELEMENT TRUE NORTH FRPP FIBER REINFORCED PLASTIC PANEL(S) W/O WITHOUT 20. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER (PARTICULARLY ROOF JOIST) WITHOUT WRITTEN APPROVAL OF A 09 INDICATOR FRT FIRE RETARDANT TREATED WD WOOD LICENSED STRUCTURAL ENGINEER. SHEET WHERE DRAWN POF FINISH TO FINISH FACE 21. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK GC GENERAL CONTRACTOR DESCRIBED IN THE DOCUMENTS IS CONSIDERED A MEANS, METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF EXISTING CONSTRUCTION TO BE GWB GYPSUM WALLBOARD, GYPSUM THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER TO SUPERVISE, APPROVE, AND/OR _ INTERIOR ELEVATION REMOVED- SHOWN DASHED HORIZ HORIZONTAL PROVIDE DRAWINGS FOR STRUCTURAL FOUNDATIONS, STRUCTURES, AND/OR TRENCHING, IT IS THE RESPONSIBILITY OF _ - -7-DETAIL IDENTIFICATION _ _ _ _ _ _ _ HVAC HEATING, VENTILATION, AND AIR CONDITIONING THE CONTRACTOR TO CONTRACT WITH THE ENGINEER DIRECTLY AND THE COST SHALL BE INCLUDED IN THE BASE BID. f IBC INTERNATIONAL BUILDING CODE 22. ALL SYSTEMS AND SERVICES ARE TO BE LEFT OPERATIONAL PRIOR TO THE END OF EACH WORKDAY. 43 503 6 II NTS NOTTOSCALE 4 �r; 23. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSITE DAILY AND LEAVE THE BUILDING AND SHEET WHERE DRAWN I I / OC ON CENTER GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. U_OT00 OUT TO OUT PERP PERPENDICULAR OPERATIONAL PHASING NOTES PLYWD PLYWOOD 1. THE PHASING INDICATED ON THE DRAWING IS THE OWNER'S PREFERRED OPERATIONAL SEQUENCES. THE CONTRACTOR R RADIUS SHALL CONFIRM THE OPERATIONAL PHASING WITH THE OWNER PRIOR TO STARTING CONSTRUCTION RCP REFLECTED CEILING PLAN 2. THE PHASING SHOWN IS NOT INTENDED TO REPRESENT OR DICTATE CONSTRUCTION PHASING, MEANS, METHODS OR WALL TYPES MATERIALS RD ROOF DRAIN TECHNIQUES. RL RAIN LEADER 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION PHASING SO AS NOT TO IMPACT THE OWNERS REFRIG REFRIGERATION OPERATIONS. AREA OF WORK THIS PERMIT: BAKERYUPGRADE - NO CHANGE TO EGRESS 3 5/8" METAL STUDS UNO AT 16" OC WITH GWB ® ACOUSTICAL TILE SIO SUPPLIED AND INSTALLED BY OWNER 4. REMOVE WALLS, BOLLARDS, PLUMBING, ELECTRICAL, ETC. AND CAP UTILITIES BELOW THE FLOOR AS REQUIRED TO ACHIEVE - PAINTED EACH FACE UNO PER SCHEDULE SIV SUPPLIED AND INSTALLED BY VENDOR THE OPERATIONAL PHASING. ® STEEL SOIL SUPPLIED BY OWNER INSTALLED BY 5. PROVIDE TEMPORARY UTILITIES AS REQUIRED DURING PHASING. CONTRACTOR 6. WHEN THE WORK INCLUDES DEMOLITION OF OR TEMPORARILY COVERING OF THE EXISTING EXTERIOR SIGNAGE, THE EXISTING SITE PLAN META[ INSULATED PANELS ® WOOD BLOCKING SOIV SUPPLIED BY OWNER INSTALLED BY VENDOR CONTRACTOR SHALL PROVIDE A TEMPORARY'COSTCO WHOLESALE" SIGNAGE (OF SIZE COMPARABLE TO EXISTING FREEZER / COOLER WALLS (BID) SQ SQUARE SIGN) UNTIL PERMANENT SIGN IS INSTALLED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. PROVIDE SCALE: NOT TO SCALE ® SS SERVICE SINK, SANITARY SEWER ILLUMINATION FOR THE TEMPORARY SIGN. CONFIRM LOCATIONS WITH THE OWNER. WOOD MEMBER SST STAINLESS STEEL SUITE 150 Mom REVISION No c!:anaes Shall be MaO, ''e of work without pI o a , Tukwila Budding D v NOTE: Revisiobswill reaulre n submittal and may Include aadn+on," aw. re \I (IIIII FAI RECEIVING Ti � s.i tiJ T FILE v = 2 Permit No. _- Plan review approval is suolect to errors and omissions .Approvafofco n aocurnsift ac not authorize the,vidlanim of any adopted code a ordinance. Receiptof, aapprnovveed Field Copy and ev�condiaonsC aP l t'eeaaa t 9 V� •. City of T y� L 7 el REVISIONS AND DEPARTMENT RESPONSES J A N UARY 24, 2020 BAKERY UPGRADE SEPARATE PERMtT� RELIiRFD FOR: ( ;JIET h nic;£�1 ci�,,ttical [v� plumbing [vj Gas Piping City of Tukwtla BUi G.�pIV181-0N'" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2020 Cf�liCy f Tukvuila BUILDING DIVISION BRIAN J. SONAR, ARCHITECT I� V 9775 1REGISTERED ARCHITECT 10 BRIAN J. SONAR QQ-.Z STATE OF WASHINGTON q k4 CORRE TION LTR# nECFIVEfL) CITY ail" •i UIV ILA JAN 30 2020 P'iERLJIT CENTER 0 MG2, Inc. P In any farts of 02.28.19 PRICING ISSUE 03.04.19 PERMIT ISSUE 1 09.26,19 MECHANICAL RESPONSES 2 01.24.20 OWNER REVISIONS AND DEPARTMENT RESPONSES 93-0440-36 PM: ROD WILLSON DRAWN: ML TITLE SHEET p MIMO(SIO) (i�-a__ 2 II _, 22\ut^3J 1, 13 1 V 20 I d ABOVE I MPU 154 LJI Ly s TYP _ME 4 (E) CONC --- — - I --- -- —� — i E " 22 TO REMAIN BAKERY — — — — 21 12 117 FLOWER COOLER I I 19 NIC 120 L__ it Ilr-------------------- --- i _ u ul _LI-_________________-c_--_ L -_- _J===__-J_ 17_____ 11 F----] F----1 _ I I I I I I I I L—� I L I +—i I L----1 I I I L — — —� -� I r-T-T-7 r-T--1 r-T--1 r -T -� fI II- I -II_ II I I II I II_� II I I I I I I I I I I I I I I I I I L_ I _J L_- -J BAKERY DEMOLITION PLAN 7 SCALE: 1/8" = V-0" 1 - Ah A H A TI----------Ti ----------Ti -'--`-----'--i I I � '' I 1 j----------J----------------'----__.L.--------_-J , 1i 1 1 6 �' TO EMAIN 'I I �II�„"I , ---Th 3 � ° p u pp@ II I I =_= L- s -- =--- TALL BAKERY FREEZER i NIC II I " l COOLER 1 119 i i F-----I n 118 - ;,' I 23 t i L---J ------------------------ 1 i I I I i f (E) RACKING (� TO REMAIN I BAKERY COOLER 3 NIC � 118 I I � 1 15 �={- 16 � , I i I 18 TYP -i ELECTRICAL Lff I i I 1 Y IE TYP DEMO PLAN NOTES 1I E REMOVE (3) OVENS AND PROOF BOX z❑ REMOVEFRPP a RELOCATE (3) HAND SINKS a RELOCATE SPICE RACK/ MIXING TABLE a REMOVE PAN WASHER REMOVE (2) 3-COMP SINK a REMOVE EXISTING BAKERY COOLER BOX REMOVE (2) BAYS OF HIGH PILE STORAGE ❑s REMOVE RACK BAR 10 REMOVE DOOR, HARDWARE AND FRAME ti REMOVE DAMAGED CONCRETE UNDER EXISTING EQUIPMENT 1z REMOVE POLYMER FLOORING 13 REMOVE (3) SST FLOOR PLATES 1a RELOCATE (2) 3-COMP SINK SIGNAGE is REMOVE REFRIGERATION DOORS 16 REMOVE SECTION OF REFRIGERATOR AND STUD WALL 1T REMOVE BAKERY SIGNAGE is REMOVE BUG LIGHT 1s REMOVE CURB zo REMOVE (3) TRANSFER FAN GRILLES, SEE MECH zi REMOVE ALL CEILING TILE AND LIGHTS a REMOVE WALL 23 REMOVE CONCRETE SLAB FOR NEW PIT 10 FLOOR PLAN NOTES (5) OVENS AND PROOF BOX AND MEP FOR 5TH t FRPP M1M0{'10) 21 12 1 s o , (3) HAND SINKS '. i s 4 15 � BAKERY COOLER NIC O SPICE RACK /MIXING TABLE RACK WASHER 2 ( ❑ I 4 COMP SINK MPU 54 zi 12 3 i PARTIAL WALL 501.2 7 zo 19 �a WALL AND CURB TO MATCH EXISTING I z BAKERY I ELECTRICAL 125 I O PATCH AND REPAIR CONCRETE TO MATCH EXISTING ia 10 � -- 10 POLYMER FLOORING 16 t5 (5) SST FLOOR PLATES FLOWER COOLER ( NIC 13 1z FLOOR SINK 120 ----- : I ilr-- — r "j ____ , r-- -r --r , 1 1 I i I J 13 MIXER ----._._.... L— - - ®-t._- _ i (II _. w .-----..,..---. _ ..—. .-.1_-_,- i 4 --- — --- ----8... . -... �-- - --- - -..-- - -- —.,_.. .-_. -- _ .. - - - �I -- f I 14 (2) TRENCH DRAINS, SEE PLUMB --- 15 (3) BUG LIGHTS I is RELOCATED ELECTRIC SWITCHES RELOCATED BAKERY PHONE t 1a 3 COMP SINK F----1 r----1 ,a TALL BAKERY FREEZER I NIC 19 REFRIGERATION DOOR f - ---i 20 3 119 t- - 7 20 NEW REFRIGERATION AND STUD WALL TO MATCH E) I _ _ J L _ _ _ J L_ _ _ _ J i-----(-,------, � I'L I I zi NEW WALL, SEE STRUCT BAKERY FLOOR PLAN 17 SCALE- 118" = 1'-01, mcr-IVED CITY Op ii51"ytL� JAN 30 2020 pERLirr CENTER le Of*- TM-11 •1114i 1. COMPRESSED AIR SUPPLY TO FOOD COURT TO REMAIN ACTIVE DURING THE ENTIRE CONSTRUCTION PROCESS, 2. ALL (E) 220V DROPS IN BAKERY TO REMAIN IN TACT AND IN SAME LOCATIONS. 3. BAKERY COOLER AND TALL BAKERY FREEZER WORK SHOWN IS PART OF A DIFFERENT SCOPE 4. GC TO VERIFY IN FIELD FINAL ALLOWABLE CEILING HEIGHT 5. GC TO VERIFY IN FIELD WALL HEIGHT TO MATCH NEW CEILING HEIGHT COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313,8100 www.costco.com OWNER REVISIONS AND DEPARTMENT RESPONSES a �� REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2020 City of Tukwila BUILDING DIVISION BRIAN J. BONAR, ARCHITECT 9775 REGISTERED ARCHITECT BRIAN J. BONAR STATE OF WASHINGTON ®MG2, Inc. All rights res d.Nopert ofthisdocumeMmay bomproduced in any form w by any mean¢ Mftnt pennnnnon In writing Imn MG2, Inc. 0 DATE DESCRIPTION 02.28.19 PRICING ISSUE 03.04.19 PERMIT ISSUE 1 09,26,19 MECHANICAL RESPONSES 2 01.24.20 OWNER REVISIONS AND DEPARTMENT RESPONSES 93-0440-36 PM: ROD WILLSON DEMO PLAN, FLOOR PLAN AND NOTES A Ro MIMO(SIO) ❑ ❑ I BAKERY COOLER NIC 118 ( I ELECTRICAL NIC 125 2 TYP OF O O I I MPU 154 -1T-0"AFF ❑ ❑ I TYPOF I 1 I1 4 4 10'-2" FF TYP TYP FLOWER COOLER NIC 120-:4 6 I T— — -- I I ( I ( i IL I I I I I I I I I I I I I I I L J L---}J L — — — L----, o I TALL BAKERY FREEZER NIC (------I------I----- 1----- I ---- I ---- --I r--r--r--I !r--r--I r--r--i r--r--i BAKERY REFLECTED CEILING PLAN 6 SCALE: 1/8" = 1'-01, -8 RCP NOTES OCEILING TILE AND GRID AT 1V-2a AFF 1s 501.2 O(5) OVEN EXHAUST FAN, SEE MECH Q(5) TRANSFER FAN GRILLES, SEE MECH OLIGHT, SEE ELECTRICAL OMETAL DECKING CEILING, SEE STRUCT NEW SIGNAGE PACKAGE GENERAL NOTES 1. COMPRESSED AIR SUPPLY TO FOOD COURT TO REMAIN ACTIVE DURING THE ENTIRE CONSTRUCTION PROCESS. 2. ALL (E) 220V DROPS IN BAKERY TO REMAIN IN TACT AND IN SAME LOCATIONS. 3. BAKERY COOLER AND TALL BAKERY FREEZER WORK SHOWN IS PART OF A DIFFERENT SCOPE 4. GC TO VERIFY IN FIELD FINAL ALLOWABLE CEILING HEIGHT 5. GC TO VERIFY IN FIELD WALL HEIGHT TO MATCH NEW CEILING HEIGHT ROOM FINISH SCHEDULE LOCATION NO ROOM NAME FLOOR BASE WALL CEILING REMARKS MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HT (SEE NOTES BELOW) BAKERY 117 BAKERY PF-A SSTC MIP MIP MIP 10'-0" 16 OFFICE CORE 154 MPU CONC SEAL RB-6 GWB P MTL DECK 12'-0" 1, 2, 32 DEMO ROOM 159 DEMO ROOM PF-C PB PLY t GFP FRPP AC-2 10'-0" 12 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2020 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com OWNER REVISIONS AND DEPARTMENT RESPONSES UM BRIAN J. BONAR, ARCHITECT 9775 REGISTERED ARCHITECT vs—\� 0 MG2, Inc. M dohts reserved. No part of Nis dowmanl mey DB repratlucetl M any form at by any means without pemtission In vrt1Wo from MG2, I- DATE DESCRIPTION 02.28.19 PRICING ISSUE 03.04.19 PERMIT ISSUE 1 09.26.19 MECHANICAL RESPONSES 2 01.24.20 OWNER REVISIONS AND DEPARTMENT RESPONSES City of Tukwila I - BUIILDING DIVISION _ ■ RECEIVED CITY oF'iii1S VIVA JAN 30 2020 PERMrr CENTER A 93-0440-36 PM: ROD WILLSON DRAWN:ML REFLECTED CEILIN PLAN AND NOTES 1/4" PER FT MIN NOTE: FRONT ADJUST LOCATION OF RACK WASHER OF RACK AFTER GRATING IS INSTALLED SO WASHER THAT THERE IS NO GAP BETWEEN THE RACK WASHER AND GRATING; SEE OWNER'S MANUAL m" EDGE TRIM 1/4"PER FT MIN ,"- SECTION A -A a1 SCALE: BAKERY RACK WASHER PIT 1/4" = 1'-01, 0119 (8) FASTENERS " a NEW POLYCARBONATE PANEL, WHITE SILICONE SEALANT, WHITE - (4) SIDES POST REMOVABLENOTE ALERTING VENDOR TO INSTALL BUGLIGHT HERE EXISTING _ BUG LIGHT LL ¢ 2" r`q� TYP - 1 EQ EQ 4'-0" BACKER AT EQUIP # 016 6 SCALE: 1" = 1'-01, 1212 (E) 3-5/8" METAL STUDS - LINO.— (E) 5/8" GYPSUM FIBER PANEL - - UNO FRPP FULL HEIGHT --- GC NOTE: CONTINUOUS SEALANT, BY GC EXISTING CURB 31/2" POLYMER BASE INTEGRAL WITH FLOORING -EXTEND OVER TOP OF CURB a c . �e m FINFLR= 0. Q, a n . .. a04 e..Q D POLYMER CONCRETE CURB AT TYPICAL STUDS 11 SCALE: 3" = 1'-01, 0415 6 y -"—MAXIMUM OUT OF PLUMB 1:6 -IF GREATER PROVIDE COUNTER -SLOPING WIRES MINIMUM 12 GA WIRE 8" 4'-0" OC, MAXIMUM MAXIMUM HEAVY DUTY SYSTEM SPREADER BAR 3/4" MIN MINIMUM (3) TURNS IN 1.1/2 MMAIN RUNNER AT 4'-0" OC, MAX .............. LAY -IN BOARD, SEE —CROSS TEE POP RIVET ROOM FINISH SCHEDULE ARMSTRONG z NOTE: BERC2 CLIP CEILING MEMBERS MAY BE ATTACHED cWi TO NO MORE THAN (2) ADJACENT WALLS AOUNATTACHED WALL ©MAIN RUNNERS & CROSS TEES ATTACHED WALL PARALLEL TO MAIN RUNNER, MIN (4) TURNS PARALLEL TO 12 GA WIRE, TYPICAL IN 1-1/2" nY CROSS TEE 4r N NOTE: 45"� PARALLEL TO FOR ADDITIONAL NOTES SEE r MAIN RUNNER STRUCTURAL DRAWINGS] 'A� /1 PARALLEL To CROSS TEE AIN RUNNE 45" MAX 0 N�" 21 VERTICAL STRUT COMPRESSION POST TO e STRUCTURE ABOVE 12-0" OC EACH WAY, START 6-0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER -SEE STRUCTURAL DOSEISM11C BRACING SUSPENDED TEE GRID CEILING 16 SCALE: 3- = 1'-01, 0213 FRONT WALL 5D,.2 2 SCALE: 1/4" = 1'-0" 0719 SIDE WALL 7 SCALE: 1/4" = 1'-0" 0719 PIT BACK WALL 12 SCALE: 1/4"=1r-0" 1019 1V-8" VIF AFF Yo 3/16" STAINLESS STEEL BENT CONTINUOUS SEALANT 16 PLATE WITH HEADED STUD FOR 501. CONCRETE EMBEDMENT �� SUSPENDEDTEE POLYMER FLOORING, TAPER TO MEET ANGLE GRID CEILING 3 5/8" METAL STUDS \\ 16" OC, MAXIMUM \\ \ \ � FRPP - FULL HEIGHT a 5/8" GYPSUM FIBER PANEL -FULL HEIGHT FRPP EDGE MOLD CONTINUOUS SEALANT, CONTINUOUS SEALANT 4 11 BY GC LI CURB ` 501. =."p; , 6" RUBBER BASE HEADED STUD A 4 IN, pLR ll POLYMER FINISH p 1 RACK WASHER PIT EDGE TRIM 1 � SCALE: 3" = V-0" 1118 FRPP ON STUD WALL p TYPICAL AT BAKERY 18 SCALE: 1" = 1'-0" 0516 5'-0" AFF EASE FRAMED VIEWING EDGES WINDOW -TYP i i 1 X 8 WOOD TRIM l� 1X3WOOD TRIM MAIN BAKERY i j' SALES 117 1 101 FRPP I I. 3 5/8" METAL STUDS i PAINT AT 16" OC MAX 6" RUBBER BASE 2" STD PIPE POST AT ENDS OF LONG WALL - L3x3xl/4 BY MBS, SECURE SEE STRUCT DWGS i WITH ANCHOR -12" O.C. MAX, PAINT YELLOW BY GC I 1 ; ( if j j FIN FLR 0--579or 4 14 - .. 3'-0" HIGH WALL 19 SCALE: 1" = V-0" 0319 BAKERY EQUIPMENT LIST EQ NO DESCRIPTION SUPPLY/ INSTALL REMARKS 001 DETERGENT PACKAGES SIV 004 HAND WASH SINKS SOIL SPLASH GUARDS W/ KNEE VALVE 005 SOAP DISPENSER BID 006 WALL FLASHING (SIZED TO SINK) SOIL GC TO ADHERE TO WALL 008 HOSE REEL SOIL Ott PAPER TOWEL DISPENSER SOIL 016 INSECT LIGHT SOIL MGR COORD INSTALL 200 WATER METER SOIL 201 SPICE RACK AND SST MIXING TABLE BID 202 4 COMPARTMENT SINK SOIL WALL FLASHING (SIZED TO SINK) 203 RACK WASHER SOIL START-UP DONE BY VENDOR 204 PROOF BOX SIV 206 RACK OVENS SIV (1)FUTURE 207 PIE STAMP MACHINE SIC, 209 FOOD PROCESSOR BID 214 3 SHELF ALUMINUM COOLER RACKS SIO {2} FUTURE 215 140 QT MIXERS BOIL BOLTS SUPPLIED BY VENDOR 216 BAKERY SCALES SIV 218 WRAP TABLES BID 219 CAKE DECORATING TABLES BID 220 MAPLETEX TABLE 12' X 5' SIO 221 DOUGH DIVIDER WITH STAND BID 222 MUFFIN DEPOSITOR-5 ACROSS SOIL 223 BATTER DEPOSITOR BID 224 MUFFIN DEPOSITOR TABLE SIO 225 20 QT MIXER SIV 226 20 QT MIXER TABLE BID 227 LABEL PRINTER SIV 228 CABINET BASE TABLE BID 230 TABLE SIO 231 GLAZE SPRAYER BID 232 GLAZE SPRAYER TABLE BID 233 1 COMPARTMENT SINK SOIL WALL FLASHING (SIZED TO SINK) 234 CAKE SLICER SOIL 236 DIGITAL SCALES BID 237 POT RACK SOIL 238 CAN OPENER SOIL 244 COMPRESSOR SOIL SEE A512 FOR LOCATION 245 AIR DRYER SOIL SEE A512 FOR LOCATION 252 WATER CHILLER HEAT EXCHANGER SOIL ABOVE BAKERY LID 258 MOULDER BID 260 R O WATER FILTRATION SYSTEM SIC 261 R O WATER STORAGE TANK SIC ABOVE BAKERY LID 262 FAN WITH BASE SIO REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF "i liKWILA JAN 30 2020 PERMIT CENTER t COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com OWNER REVISIONS AND DEPARTMENT RESPONSES JANUARY 24, 2020 BRIAN J. SONAR, ARCHITECT i�c"szT BRIE STATE OF WA51J1NG7QW ® MG2, Inc. All rights reserved. No part of this document may be rep —sod In coy Pone or by any moms without permission In writlng from MG2. Inc. DATE DESCRIPTION 02.28.19 PRICING ISSUE 03.04.19 PERMIT ISSUE 1 09.26.19 MECHANICAL RESPONSES 2 01.24.20 OWNER REVISIONS AND DEPARTMENT RESPONSES 93-0440-36 PM: ROD WILLSON DRAWN: ML ELEVATIONS, DETAILS, 0 SCHEDULES AND NOTES A501.2 -OH �7EBREAK ROOM DEMOLITION PLAN SCALE: 1/8" = 1'-0" SHIPPING DEMO ROOM DEMOLITION PLAN J'-'V' SCALE:'118" = V-0" =T 8 ---- (Aq4 I SHIPPING ,�_DEMO ROOM FLOOR PLAN SCALE: 1/8" = 1'-0" • EI] REMOVE RACKING E2 ] REMOVE HAND SINK REMOVE 3 COMP SINK REMOVE EQUIPMENT REMOVE AND RELOCATE HAZARD CAGE DEMO ROOM DEMOLITION PLAN NOTES [T] REMOVE WATER FOUNTAIN 72 REMOVE SINK AND COUNTER REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2020 City of Tukwila BUILDING DIVISION DEMO ROOM FLOOR PLAN NOTES O HAND SINK 3 COMP SINK COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www,costco.com JANUARY 24, 2020 • BRIAN J. BONAR, ARCHITECT 9 ----j 775 REGISTERED ? I ARCHITECT �Sv N J. 7 BRIAN J. SONAR TZE OF WASHINGTON 0 MG2, Inc. All OpInta ne—ad. No pert of fta d--ntmay b.mnA.oad h any fom o, by any no—, without "aahnnon in mailing from MG2, Inc � DATE DESCRIPTION 02.28.19 PRICING ISSUE 0104.19 PERMIT ISSUE 1 09.26.19 MECHANICAL RESPONSES 2 01.24.20 OWNER REVISIONS AND DEPARTMENT RESPONSES JAN 30 2020 PERMIT CENTER v 93-0440-36 PM: ROD WILLSON DRAWN:ML DEMO PLAN, FLOOR PLAN AND NOTES s U H d r Ln O O N 00 N N a� 3 co Ib co a 0 Q 0 m I I O 0 a .3 H I 0 U 0 U I <b cc I i m 00 19 co co O / NN Y DOMESTIC WATER NOTES GENERAL MECHANICAL NOTES THE FOLLOWNG NOTES APPLY TO THE ENTIRE PLAN AS APPLICABLE THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPLICABIE - RUN ALL PIPING IN TRUSS SPACE, EXCEPT FOR WHERE COVERED BY EQUIPMENT - M.C. SHALL ENSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLN ON PLATFORM OR LOCATED IN CEILING SPACE AT FRAMED ANCILLARY AREAS THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES HVAC UNITS AND EXHAUST FAN. LABELS SHOULD BE - PROVIDE ALL HAND SINKS WITH THERMOSTATIC MIXING VALVE LOCATED IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. BELOW SINK TO REDUCE WATER TEMPERATURE TO 110'F. - MAINTAIN A MINIMUM OF 10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. - ALL NON -HAND WASHING SINKS ARE SERVED BY 149F HOT WATER. POST - COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE WARNING SIGNS READING "CAUTION! 1407 HOT WATER". ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OF PANELS - DIMENSIONS ARE TO COLUMN LINES. - APPLICABLE BUILDING CODE:2015 IMC PIPING SYSTEMS APPLICABLE MECHANICAL CODE:2015 IBC APPLICABLE ENERGY CODE: 2015 WSEC THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPLICABLE - PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. - APPLICABLE PLUMBING CODE:2015 UPC - ALL WASTE PIPING, CONDENSATE PIPING & STORM DRAIN PIPING TO - FIELD VERIFY EXISTING FIRE SPRINKLERS AND DUCT DETECTORS. REINSTALL AND RECONNECT DUCT BE SLOPED AT 2% MIMIMUM UNLESS OTHERWISE NOTED. DETECTORS OR REPLACE WITH EQUAL. - SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND - ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. CONDUIT OF ALL TYPES SHALL BE CONCELAED WITHIN WALLS, FLOORS, OR CEILINGS (INCLUDING - RUN PIPING IN TRUSS SPACE PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS. FOR PASSING CONDENDSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES.) BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM. FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING - INSULATE ALL INTERIOR PIPING; STORM DRAIN, HOT, COLD RECIRC, AND AND SKYLIGHTS 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 BLOC LIGHTING & SKYLIGHTS AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER I SERVICE MODEL PATTERN IDAMPER NECK FRAME LOCATION CD TUTTIE &BAILEY SUPPLY SQD BLADE LAYIN OFFICES, OPTICAL RGFP** TUTTLE & BAILEY RETURN C170DFB-SS 45' FIXED BLADE LAYIN BAKERY WSG TUTTLE & BAILEYI SUPPLY IT54 IFIXED BLADE I FLANGE * 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. KITCHEN EXHAUST EQUIPMENT SCHEDULE — S.O.I.C. SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES KITCHEN BAKERY CAPTIVEAIRE 1000 CFM ® 0.60" SP. PROVIDE WITH FLOATING HINGE. 3/4HP 97# 16/M CONTRACTOR TO PROVIDE (1) KEF-7-9 EXHAUST OVENS DU85HFA CONTROLLED BY OVENS. PROVIDED BY E.C. UL 762 120V/10 ADAPTOR CURB FAN LISTED. KITCHEN BAKERY CAPTIVEAIRE 1000 CFM @1 0.60" SP. PROVIDE WITH FLOATING HINGE. 3/4HP 97# 16/M (2) KEF-10,11 EXHAUST OVENS DU85HFA CONTROLLED BY OVENS. PROVIDED BY E.C. UL 762 120V/10 FAN LISTED. KITCHEN PAN WASHER CAPTIVEAIRE 1050CFM 00.38" SP. INTERLOCK WITH LIGHTS BY 1/3HP 70# 16/M 16" SQ. ROOF OPENING (1) KEF-22 EXHAUST DU33HFA 12-HR TIMER SWITCH 120V/10 (4) FAN KITCHEN BAKERY CAPTIVEAIRE 1500 CFM 0 0.25 SP. INLINE TRANSFER FAN ROOF TRUSSES. INTERLOCK 3/4 HP 130# 24/M (3) KTF-13 TRANSFER SIF130D SUSPENDED FROM WITH OVENS 120V/10 THRU 17 FAN 20 MCOP GENERAL NOTES: (APPLIES TO ENTIRE SCHEDULE AS APPLICABLE) 1. ALL SWITCHES AND T-STATS MOUNTED AT 42" AFF UNLESS OTHERWISE NOTED SEE DESCRIPTION FOR RESPONSIBLE CONTRACTOR. 2. ANSUL SYSTEM PROVIDED BY G.C. G.C. TO CONTACT APPROVED SUB -CONTRACTORS FOR ANSUL SYSTEM INSTALLATION. 3. COORDINATE ANSUL SYSTEM TO INTERLOCK WITH CAPTIVAIRE CONTROL CABINET. SCHEDULE NOTES; (SEE COLUMN ON RIGHT FOR APPLICABILITY): (1) ADAPTER CURBPROVIDED BY GC (2) ROOF CURB BY GC (3) ADJUST FAN SPEED TO MAX AND RECORD AIR VOLUME IN AIR SCHEDULE. (4) PROVIDE BACKDRAFT DAMPER. FRESH LINE EQUIPMENT SCHEDULE — (S.O.I.C) ARCH. SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. COMMENTS DETAIL SERVES NOTES BACKFLOW NUMBER PREVENTION 4 E-1 HAND SINK UNIVERSAL 1-1/2" 1-1/2" 1/2" 1/2" 16" X 16" X 16" TYPE 304 STAINLESS STEEL, WALL HUNG, WITH 28/P MEAT, BAKERY, (1)(3)(6) LH-BS AG WALL BRACKET FISHER Fi-3174 KNEE VALVE, 3816 GOOSENECK DELI, ROTISSERIE SPOUT. 200 E-5 WATER METER STM DOMIX 1/2" 1/2" WALL HUNG WATER METER AND BLENDER UNIT, WITH INLET STOPS, 50/P BAKERY (1)(2) LH-BS AG CHECKS AND VACUUM BREAKERS. 203 E-6 RACK WASHER LVO INDIRECT 1" UNIT WITH RINSE BOOSTER AND STEAM VENT FAN. RUN DRAIN TO 49/P BAKERY (1)(2) LH-BS/BP AVB FLOOR SINK - TERMINATE WITH 1" AIR GAP. 66 MBH GAS INPUT. 206 E-7 OVEN HOBART AKA 1/2" UL LISTED INTEGRATED OVEN AND FULLY WELDED TYPE II HOOD FOR 14/P BAKERY (1)(2) LH-BS/BP BAXTER NON GREASE LADEN VAPOR. INTEGRAL OVEN WITH HOOD AND OV500G2-EE AIRFLOW DRAFT PROVING SWITCH ARE PROVIDED AND ASSEMBLED BY OWNER, INSTALLED BY CONTRACTOR. 350 MBH GAS INPUT, 750 CFM REQUIRED. 204 E-8 PROOFER BOX HOBART/PW3S 3/8" UNIT W/HUMIDIFIERS PROVIDED & ASSEMBLED BY OWNER. BAKERY (1)(2) LH-BS/BP AG 1 E-17 DETERGENT KAY CHEMICAL AT 4 COMP SINK - 1/2" TEMPERED WATER FROM MV-2 0+16" A.F.F. 40/P (4) LH-BS AG AVB RACK VENDOR WILL MAKE FINAL CONNECTION FROM ROUGH IN BELOW THREE -COMPARTMENT SINK. AT PAN WASHER - 1/2" TEMPERED WATER FROM MV-2 0+60" A.F.F. 618 E-18 DEMO SINK STORAGE 2" 3/4" 3/4" 91" X 29-3/4" - TYPE 304 STAINLESS STEEL WITH 18.5" DRAIN 25/P DEMO ROOM (1)(2)(6) LH-AG AG PRODUCTS 3" BOARD ON RIGHT KOHLER FAUCET, SOPA DISPENSER SINK (3) LEVER GROUP WASTE AND OVERFLOWS. PC-3N1824 -2D18 202 E-22 FOUR UNIVERSAL 2" 3/4" 3/4" 150" X 35-1/2" X 43" - TYPE 304 STAINLESS STEEL WITH 40/P MEAT, BAKERY, (1)(7) LH-BS AG COMPARTMENT DRAINBOARDS AND UNDERSHELFS. INCLUDES FISHER 3253 FAUCET & DELI, ROTISSERIE SINK FISHER 2210 PRE -RINSE W/ADD-A-FAUCET, SS PANEL TO BE MOUNTED BEHIND SINK AND (3) LEVER DRAIN. (1) EQUIPMENT FURNISHED BY THE OWNER. THE MECHANICAL CONTRACTOR SHALL ROUGH -IN PLUMBING, INSTALL AND CONNECT ALL HAZARD TYPE BACKFLOW POTENTIAL SERVICES. ALL P-TRAPS, TAILPIECES, ESCUTCHEONS, AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. LH - LOW HAZARD BS - BACK SIPHONAGE (2) CONTRACTOR SHALL RECEIVE, UNCRATE, AND INSTALL. HH - HIGH HAZARD BP - BACK PRESSURE BACKFLOW PREVENTION (3) PROVIDE RIGHT AND LEFT SPLASH GUARDS IN MEAT PREP. ONLY. RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW (4) EQUIPMENT SUPPLIED AND INSTALLED BY OWNER(S.I.O.). THE MECHANICAL CONTRACTOR SHALL ROUGH -IN PLUMBING AND PROVIDE SHUTOFF VALVES AND ESCUTCHEONS. VENDOR TO MAKE ALL FINAL CONNECTIONS. PVB - PRESSURE VACUUM BREAKER AG - AIR GAP (6) M.C. TO PROVIDE WATTS USG-B-M1 THERMOSTATIC MIXING VALVE. AVB - ATMOSPHERIC VACUUM BREAKER (7) CONTRACTOR TO PROVIDE 90 DEGREE ELBOW WITH BALL VALVE AND CHECK VALVE WITHIN 3" OF WALL. 9 C 1; NOTE: GAS PRESSURE 1 TO BE VERIFIED AT BAKERY BEFORE ANY J GAS WORK. VERIFY (E)3" GAS CONNECT NEW 3/4" GAS CONDITION AND DOWN (E) 3" (E) 3" GAS. FIELD VERIFY LOCATION OF EXISTING (E) 3"----(420 MBH) SIZE AND LOCATION. BAKERY PRV (1,470 MBH) _ U o CONNECT NEW 1-1/4" (1,1 0: MBH) GAS TO (E) 3" GAS. E) 3" 3/4" VERIFY LOCATION OF (E) 1 t (770 MBH) (70 MBH) ---_= PRV IS BEFORE OVEN CONNECTIONS. (TYP OF 2) E-7 SEE DETAIL 14 BAKERY OVEN (350 MBH) (TYP. OF 3) FIELD VERIFY GAS I� SIZING. I I— Fkl- __ PLUMBING FIXTURE SCHEDULE — CONTRACTOR PROVIDED SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES BACKFLENTOREV D-3 LOOR SINK STAINLESS 8X8X6"DEEP FLOOR SINK WITH 14 GA STAINLESS STEEL BODY. DRAIN PROVIDED WITH PERFORATED 12 GA STAINLESS 23/P BAKERY OVENS (12) N/A RAIN DRAINS.COM 1/2 GRATE, DOME STRAINER, FLASHING COLLAR AND 3" NO HUB ADJUSTABLE HEIGHT OUTLET. CSD8X8X6P D-4 OOR SINK STAINLESS INDIRECT SINK WASTE, 12" SQUARE EXTRA DEEP 14GA STAINLESS STEEL RECEPTOR. DOME BOTTOM STRAINER, NO HUB 23/p MEAT, BAKERY, DELI, (12) N/A RAIN DRAINS.COM ADJUSTABLE HEIGHT OUTLET, PERFORATED 1/2 GRATE AND INTERNAL FLANGE. FOOD SERVICE CSDSINK12X12X10 1 2P1 S D-6 FLOOR DRAIN STAINLESS HEAVY DUTY, 1/2" STAINLESS PERIMETER GAP GRATE WITH 8 GA TYPE 304 STAINLESS STEEL BODY, ANCHOR TABS, 90/P RACK WASHER PIT (12) N/A DRAINS.COM NO -HUB, ADJUSTABLE OUTLET, PERFORATED OUTLET STRAINER WITH LOCK PINS AND STAINLESS STEEL SEDIMENT BASKET. SDS14X8 MV-2 THERMOSTATIC SYMMONS MAXLINE 3/4" 3/4" MIXING VALVE WITH LOCKABLE TEMPERATURE SETTING AND HOT AND COLD CHECKS, SET TEMPERATURE TO 100' F. 32/P PUBLIC RESTROOM, N/A MIXING VALVE 7-230-CK 26/P FRESHUNE, DEMO ROOM TBV THERMOSTATIC CIRCUIT SOLVER SELF ACTUATING THERMOSTATIC BALANCING VALVE FOR DOMESTIC HOT WATER RECIRCULATION SYSTEMS. STAINLESS S0/p MEAT, BAKERY N/A BALANCE VALVE CSUA STEEL CONSTRUCTION. 10-F OPEN/CLOSE RANGE. NSF-61 CERTIFIED. SEE PLANS & DETAIL FOR QTY., SIZES AND is DINTS. TD-# TRENCH DRAIN ISTAINLESS " " 4GA STAINLESS STEEL BODY WITH CATCH BASIN AND 1/4" STAINLESS STEEL SLOTTED GRATE, 16 GA 6X24" SDSB 37/P MEAT PREP, N/A LENGTH=5,10,20 JDRAINS.COM EDIMENT BASKET. FOR TD-5 PROVIDE INTEGRAL BUTTERFLY LOCK. ROTISSERIE LENGTH=15,25 lCSD6X# SLOTTED (12) NATIONAL PURCHASE AGREEMENT IN PLACE WITH STAIN LESSDRAI NS.COM CONTACT SHANNON BAKER AT (888) 785-2345. PARTIAL FLOOR PLAN SCALE: 1 16' = 1-0 E SEE DETAIL 4g HER GAS DN — GAS SIZE CHART PRESSURE PRESSURE MAX DEVELOPED PSI DROP LENGTH (FEET) 2 TO 1.0 800 PIPE SIZE (UPC) MAX LOAD (MBH) 1/2" 141 3/4" 295 1" 556 1-1/4" 1,141 1-1/2" 1,709 2" 3,291 2-1/2" 5,245 3" 9,273 4" 18,914 6" 55,407 8" 113,841 PROVIDE ONE OF FOLLOWING REGULATORS AT EACH PIECE OF EQUIPMENT WITH VENT TO OUTSIDE OR VENT LIMITER ON MAXITROL SENSUS MODEL #496 PIPE SIZE - 3/4" OR 1" ORIFICE - 3/8" SPRING - GREEN FOR GAS LOAD UP TO 760 MBH MAXITROL MODEL: GAS LOAD UP TO 340 MBH 325-5L600 PIPE SIZE - 3/4" OR 1" GAS LOAD BETWEEN 340 MBH AND 1000 MBH 325-7AL210D PIPE SIZE 1-1/4" OR 1-1/2" *ALL GAS PRESSURE REGULATORS TO BE RATED FOR 5 PSI. a 11 UD z F-L-i w z oj O GAS SIZE CHART PRESSURE IN WC 7 PRESSURE DROP TO 6.5 MAX DEVELOPED LENGTH (FEET) 100 PIPE SIZE (UPC) MAX LOAD (MBH) 1/2" 45 3/4" 94 1" 177 1-1/4" 363 1-1/2" 544 2" 1,048 2-1/2" 1,672 3" 2,956 4" 6,032 6" 17,683 8" 36,343 GAS CALCULATIONS EX..... _ ISTING LOAD 4,142,000 BTU/H REMOVED LOAD BAKERY OVEN-1,050,000 ADDED LOAD BAKERY OVEN +1,400,000 RACK WASHER +70,000 w TOTAL GAS LOAD 6,142,000 BTU/H a 4" SERVICE ACCEPTABLE CAD 2" PSI Q W c.i Q z W EH C0 z C6 z 0 I.1 di RECEIVED CITY OF T UI WILA z JAN 30 2020 1 PERMIT CENTER SEPARATE H f PERMIT ��}�1 � APPROVAL 4 p-4 REQUIRED co ID M 0 I M rn 0 z w 0 w x w LL w x t- w S 0 0 3z zw ww d0 0z w 0 z ao Lu cn z 0w m3 0 za ww g= �F 0 0! 0 0o 3 0 I- a �z zo L ro ro 0 z v w z a. a- 0 C�i CD C14 co C"i Do 00 T) E m 0 0 C) Y 0 0 u 00 00 CD co O 00 00 CONNECT NEW 1/2" TO (E) CW. PROVIDE VALVE & STRAINER. (TYP OF 2) CONNECT NEW 1/2- F TO (E) H&CW. FIELD VERIFY LOCATION. (E)1/2- HW DN TO 0 AND PROOFER W/VALVE I'^ STTRAINER SEE DETAIL (TYP. OF 6)( 14 = SEE DETAIL (,28 HAND SINK 1/2- H&CW ON (H r--E-1 SEE DETAIL HAND SINK 1/2 H&CW ON 1 FROM MV-2 TO E-17 AT RAN SHE ONNECT NEW 3/4- HWC TO INLET AT � _ _ ___ __ -- �- ' � EXISTING WATER HEATERS. FIELD VERIFY CATION. SEE DETAIL 1 1.4 Y URN +1 SHOKTROL #100 (E)1/2" CiEE-6 3 RUN 1" HW DOWN FROM CEILING AND TIGHT TO (E)3/4' BACK SIDE OF RACK WASHER ACCE SS. SEE D R. TO OALLEOTWAIL IS E-22 MV-2 SEE DETAIL DEMO EXISTING H&CW 4-COMP SINK W/ DROPS. CAP AT MAIN. I MIXING VALVE FOR DETERGENT DISPENSER 3/4- H&CW DN 0 4 LOCATIONS L E-ij SEE DETAIL Y-1 Al HAND SINK 1/2" H&CW DN E-1 E-5 SEE DETAIL WATER METER 3/4" HW & CW 1/2" CW DN. DEMO EXISTING SINK IN HATCHED AREA. CAP (E) H&CW ABOVE CEILING. (TYP OF 4) E-18 MV-2 SEE DETAIL 285 3-COMP SINK W/ MIXING VALVE FOR DETERGENT DISPENSER 3/4- H&CW DN CONNECT NEW 1/2- H&CW TO (E) 3/4" H&CW. ENLARGED BAKERY PLUMBING PLAN SCALE: 1/8" = l'-O" N ---- - - -------- /KEF\/Ri?\ to 11 ------------ 12"0 EXHAUST.DUCT— UP TO ROOF SEE DETAIL 22 -7-7177W KTF SEE DETAIL TRANSFER FA(��- 24/24 RGFP ABOVE CEILING (TYP. OF 5) 1500 CFM 18/18 DUCT. (TYP. OF 4) I-- A f f OF 5) SEE DETAIL s ENLARGED BAKERY HVAC PLAN SCALE- 1/8" = 1'-0" ) SEE DETAIL SINK H&CW DN Mm(m DEMO ALL DUCTWORK, REPLACE WITH NEW 12"0 DUCT. DEMO AND REPLACE EXHAUST FANS 8,9,10 ON ROOF EXISTING CURB TO REMAIN. PROVIDE CURB ADAPTOR AS REQUIRED. PROVIDE DUCT OFFSET AS NEEDED. 4"0 FLUE FOR RACK WASHER. SEE DETAIL OFFSET FLUE PENETRATION 8' AWAY FROM PARAPET WALL. SEE DETAIL =E-6,D SEE DETAIL 21 8"0 CPVC STEAM VENT UP TO ROOF 24/24 EG-3 0 1050 CFM. RUN CONDENSATE FROM NEW LOCATE ABOVE RACK WASHER DOOR. OVENS AND PROOFER TO NEW FLOOR SINK 8 SEE DETAIL 'E S SEE DETAIL 16 2 14 EXHAUST FAN I 12/12 DUCT UP TO UNIT ON ROOF 2 lu k'v CONNECT NEW 2" WASTE TO (E) 4" WASTE. FIELD VERIFY LOCATION, SIZE AND IE. CONNECT NEW 3" WASTE TO (E) 4" WASTE. FIELD VERIFY LOCATION, SIZE AND Ill. CONNECT NEW 3" WASTE TO (E) 3" WASTE. FIELD VERIFY LOCATION, SIZE AND IE, (E)3'VTR 'K 2 FCO I2" 2- CONNECT NEW 2" VENT TO (E) 3 VENT. (TYP) (E)3"VrR 2" 2" 9 1 2 0 2'1(E)4" CONNECT WASTE FROM 4—COMP SINK TO EXISTING WASTE RISER jN- WALL. SEE DETAIL/- -\ 2" 1E) 1 — 1 /2 "\rFR L —\ ENLARGED BAKERY WASTE AND VENT PLAN SCALE: 1/8" = 1'-0" RUN 2- WASTE IN WALL TO EXISTING WASTE RISER. CONNECT NEW 4" WASTE TO (E) 4" WASTE. FIELD VERIFY LOCATION AND IE. APRROX. 42" MIN. DEPTH. VERIFY BEFORE CONSTRUCTION CONNECT NEW 4" WASTE TO (E) 4" WASTE. FIELD VERIFY SIZE, LOCATION AND IE. DEMO EXISTING DRAIN. PATCH FLOOR TO MATCH SURROUND. U) z CONNECT NEW (E)2" HANDSINK TO (E) WASTE IN WALL. E- z CONNECT NEW 2" f4 > WASTE TO (E) 2" WASTE. FIELD VERIFY LOCATION, IE, AND SIZE. E- DRAIN NEW 3-COMP SINK TO EXISTING FLOOR SINK. FIELD VERIFY LOCATION. z RUN 2" WASTE FROM HAND SINK TIGHT TO WALL. DAYLIGHT AT 1" z ABOVE FLOOR SINK AT 3-COMP. nECEIVEn > CITY OF TUWbV[LA � JAN 30 2020 f::) w PERMIT CENTER 0 SEPARATE PF.Pl,lrr AND `VrL REQUIRED co 0 z c3 ui. !ij 0 0 z w w En C) z 0 cn Z m w L of of z13- w C) I-- 0 0 z 0 ox z ND co 00 w z 0 0- af U Ln N O O N O N ro N 3 M I 1 00 co co I 0 a 0 m I 2 O O 6 3 F� I 0 0 0 00 w I i oa 0 co co O N / Y FRONT OF OVEN NOTE: CONTRACTOR TO VERIFY CONNECTIONS AND THEIR LOCATIONS WITH MANUFACTURER. 1" DRAIN LINE. LOCATE CLEANOUT 30" ABOVE PROOF BOX 21" GAS UP TO—f MAIN LINE (TYP) GAS DOWN 9 TO OVEN -1/2" CW NPT CONNECTION SIDE ELEVATION EXHAUST FAN TERMINATION SHALL DISCHARGE A MIN. OF 40" ABOVE ROOF. -SIZE PER PLAN - GALVANIZED DUCT CEILING. GAS COCK SEE PLANS FOR GAS INPUT. 2"0 10"o STAINLESS STEEL SLEEVE FOR 10"0 BAKERY OVEN DRIP LEG EXHAUST THROUGH CEILING. 18 GAUGE STAINLESS STEEL EXHAUST HOOD W/ WELDED FILTER EXTEND 1" DRAIN LINE SEAMS. FROM TEE TO ABOVE OVEN FOR CLEANOUT NOTES: -OUTLET FROM OVEN AT O A EXHAUST FAN CONTROLLED BY OVEN. 5-1/2" A.F.F. ROUTE 1 "DRAIN LINE ABOVE GRADE TO DAYLIGHT 2" ©PROVIDE 4" STAINLESS STEEL BASE SHOE ABOVE FLOOR SINK. W/ BEVELED BOTTOM EDGE ALONG THE (TYP. OF 4) BOTTOM OF PROOF BOX THAT COMPLIES SEE PLAN FOR WITH LOCAL HEALTH CODES. LOCATION ©PROVIDE STAINLESS STEEL CLOSURE PANEL AT OVEN SIDE OF PROOF BOX -FLOOR SINK AND AT REAR OF PROOF BOX. FLOORy -1" DRAIN LINE. LOCATE CLEANOUT ABOVE OVEN. SIDE ELEVATION (TYP. OF 3) 1/2" CW NF CONNECTION (TYP.) O OVEN DETAIL E-7 SCALE: NONE U SPECIFICATION: MANUFACTURER: THERMOMEGATECH BRAND: CIRCUIT SOLVER — MODEL: CSUA-XX-YYY XX=PIPE SIZE (1/2 OR 3/4) I ( TBV YYY=DESIGN TEMP BALL VALVE WH-1,2 = 140'F THERMOSTATIC WH-5 = 1207 (TYP. OF 2) BALANCING VALVE NOTE: I INSTALLED IN } (ACCESSIBLE AREA. DIAGRAMMATIC REPRESENTATION t OF HOT WATER RECIRCULATIONSYSTEM. REFER TO LAN D DETAILS FOR ACTUAL PIPING / PROVIDE SIGHT FLOW LAYOUT AND SIZES. ( INDICATOR. M/N: W.E. j ANDERSON SFI-10OMP THERMOSTATIC ( L BALANCING VALVE (QTY. PER PLAN) — — — _ HOT WATER TO FIXTURES. (TYP.) WH-# THERMOSTATIC BALANCING VALVE DETAIL SCALE: NONE TD-25 25' 5' -- — 5 --�� 5 5 41 aSFLow INV. INV.® INV = INV.= INV = INv = 6.0 6.6 7.2 z2 6.6 6.0 24" SEDIMENT BASKET4" NO -HUB BOTTOM OUTLET END CAP AND CATCH BASIN. INV.=12.0 (TYP. OF 2) TD-20 ------ 20'--------_ (___ EXISTING CURB ON ROOF. FIELD VERIFY ROD HANGERS & SPRING VIBRATION ISOLATORS PROVIDE VERTICAL SUPPORT ASSEMBLIES PER MANUFACTURER'S INSTRUCTIONS. CAPPED 12"0 TEE FOR WSG FUTURE CONNECTION. CAP 10" DUCT HERE FOR FUTURE SIZE EXHAUST DUCT - OVEN. SEE PLANS FOR LOCATION. AND GRILLE TO MATCH STAINLESS STEEL CEILING. DUCT BELOW EXHAUST FAN OUTLET INLINE TRANSFER FAN - CEILING 24"/24" EXHAUST - __ GRILLE PER PLAN CHANNEL SUPPORTS BETWEEN TRUSSES DIAGONAL SEISMIC BRACING WHEN REQUIRED. — 4' MAX. BAKERY OVEN - EYEBROW HOOD CONTRACTOR TO VERIFY CONNECTIONS AND THEIR LOCATIONS INLINE BAKERY TRANSFER FAN DET. WITH MANUFACTURER. SCALE: NONE 150" SINK FURNISHED WITH: 24" 24" 24" -4- 24" - 24" -,L- 24" - FAUCETS FACTORY WELDED V" CLAMP TO BE PROVIDED LONGITUDINAL SEAM. BY DUCTWORK MANUFACTURER. DUCT FLANGE. SEAL WITH 3M FIRE BARRIER 2000+ HIGH TEMP SILICONE SEALANT. NOTES: DUCT CONNECTION 1) DUCTWORK/FLUES SHALL RUN STRAIGHT FROM EQUIPMENT TO ARCHITECTURAL FINISH WITH NO OFFSETS. MAKE OFFSETS WITH FITTINGS ABOVE CEILINGS, BEHIND WALLS OR IN ROOF STRUCTURE WITH AS SMALL AN ANGLE OF OFFSET AS POSSIBLE. G.C. TO COORDINATE THE LOCATION OF SPRINKLER HEADS SO THAT THEY ARE NOT IN CONFLICT WITH THE VENT DUCTWORK. PROVIDE STAINLESS STEEL DUCT BELOW CEILING AND GALVANIZED DUCT ABOVE CEILING. 2) EXHAUST DUCT TO BE FACTORY BUILT BY CAPTIVEAIRE. SEE SPEC 233800 FOR ORDERING. CONTACT: ATTN: COSTCO PROJECT MANAGER 0 (425)212-5996 OR REG850CAPTIVEAIRE.COM 3) ALTERNATIVE: NORDFAB QUICK FIT 22 GAUGE GALVANIZED 4) OTHER ALTERNATIVE DUCT TO BE APPROVED BY MECHANICAL ENGINEER. 5)ALL DUCTS TO HAVE WELDED LONGITUDINAL SEAMS AND CLAMP LOCKS. OVEN DETAIL E- 7 ��,� SCALE: NONE 22 - 94" 18" 18" 18" 18" 18" / 30" 24"xxx 55 --5 5 FLOWp a FLOW END CAP ('TYP. OF 2) INV— INV— INV= INV. INV= 6 .0 6.6 7.2 6.6 6.0 24' SEDIMENT BASKET 4" NO -HUB BOTTOM OUTLET AND CATCH BASIN. INV. 12.0 22-3/4" GRATE TD-t5 + DETERGED BY OTI 1 5' 5 __'— 5 FLOW p FLOW END CAP L 24" GRATE Nv= NV. INV= INV. �. OF 2) ROTIS'I SERE ONLY s.o s.s 6.6 6.0 OP ELEVATION 24" SEDIMENT BASKET 4" NO -HUB BOTTOM OUTLET GRATE REFERENCE AND CATCH BASIN. INV. 12.0 GRATE NOTES: CUTTING GRATE IS NOT NECESSARY. TO -to _ REMOVE (1) SECTION IN ROTISSERIE AREA *— 5' >�— 5' �� TO ALLOW CLEAR SPACE FOR OVENS TO � DRAIN. INV.= END CAP rr.•va� SINK FURNISHED WITH: - FAUCETS - LEVER WASTES PLUMBING ROUGH IN: Oq 1/2" HW BALL VALVE & NON SLAM CHECK VALVE 0+16" Q 1/2" CW BALL VALVE & NON SLAM CHECK VALVE 0+16" © (2)MV-2, MIXING VALVES 0+48" DO 3/4" TEMPERED WATER HB-2 0+16" FOR DETERGENT PKG. © EO 3/4" TEMPERED WATER HB-2 0+16" FOR SOAP DISPENSER (DY W. THROUGH P-TRAP PIPING WITHIN WALL SURFACE MOUNTED WASTE MANIFOLD BY CONTRACTOR 6.0 (TYP. OF 2) TRIPLE COMPARTMENT SINK (E-18 24" SEDIMENT BASKET 4" NO -HUB BOTTOMM OUTLET AND CATCH BASIN. INV.=12.0 TRENCH DRAIN NOTES: SCALE: NONE DO NOT SLOPE FLOOR AROUND TRENCH DRAINS IN TD-5 5 ENTRANCE. ROTISSERIE AREA BEHIND OVENS AND DEU/MEAT COOLER Flow b FLow END CAP - SLOPE FLOOR 1'-O" PERIMETER 0 1% SLOPE AROUND IWv INV— (nP of z) TRENCH DRAINS IN MEAT PREP, DEU PREP, AND 4" NO -HUB BOTTOM OUTLETROTISSERIE PREP AREA WITH INTEGRAL BUTTERFLY LOCK. INV=12.0 8-1/2' 4" MIN. 12" SEDIMENT BASKET 6" AND CATCH BASIN. II � 1 1% � 4" � ix 0. INVERT 0 0 FLOOR AT TRENCH 0 DRAIN IN BACK OF SECTION ROTISSERIE OVENS IS LEVEL VIEW 4" MIN. WITH DRAIN (DASHED UNE) SD6X25-SECTION 4" TRAP & ARM — TRENCH DRAIN (TD-10 SCALE: NONE M.0 TO PROVIDE WARNING PLAN VIEW SIGN READING "CAUTION! SEE DETAIL ep�� 140'F HOT WATER" BY CONTRACTOR. FOUR COMPARTMENT SINK E-22 SCALE: NONE FINISH FLOOR THREADED ADJUSTABLE HEIGHT OUTLET. SEE TABLE FOR SIZE OA FLOOR DRAIN D-4 SCALE: NONE LEVER WASTES PLUMBING ROUGH IN: ®1 /2"HW BALL VALVE & NON BALL VALVE (N.C.) T T*— SLAM CHECK VALVE 0+16" y ©1/2"CW BALL VALVE & NON SLAM CHECK VALVE 0+16" © (2)MV-2, MIXING FINISHED WALL I i VALVES 0+48". D 3/4" TEMPERED WATER PROVIDE SIGHT FLOW INDICATOR. M/N: W.E. HB-2 0+16" FOR V' DETERGENT PACKAGE. ANDERSON SFI-100MP © OE 3/4" TEMPERED WATER 1" HW TO PAN HB-2 0+16" FOR WASHER SOAP DISPENSER. (f)1/2" TEMPERED WATER 1/2" BALL VALVE I I CONTINUE TO HB-2 NEAR PAN WASHER. BACKFLOW PREVENTER ©DIRECT DRAIN 2"W 1/2" WATTS 007QT II THROUGH P-TRAP. 1/2" GAS CONNECTION TO PAN WASHER +i PIPING WITHIN WALL D-6 FLOOR DRAIN. SEE PLAN FOR LOCATION rAn� RACK WASHER (E-6 SINK PROVIDE 1" MIN. AIR GAP �_ (TYP.) RIM SET FLUSH TRAP & ARM SIZE© SINK FURNISHED WITH: BLOCKING IN WALL GOOSENECK SPOUT �2X4 KNEE OR FOOT VALVES 1-1/2" WASTE TAILPIECE WALL BRACKET OR PEDESTAL PLUMBING ROUGH IN: 01/2"HW WALL STOP 0 +16" © 1/2"CW WALL STOP 0 +16" C D © 1-1/2" WASTE 0 20" 36" A B OD 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 (E-1, F-4) c SCALE: NONE SCALE: NONE CONCRETE RACK WASHER PIT PER ARCH DRAWINGS. a A _ A 0 4"0 THREADED - ADJUSTABLE HEIGHT OUTLET. PROVIDE PRV CASH ACME MODEL EB-45. SET PRESSURE TO 40 PSI. 3/4" STUB -OUT WALL PROVIDE PRESSURE GAUGE DWYER MODEL 12" W/ESCUTCHEON #SGB-00521N (0-100 PSI) NOTE: CONTRACTOR TO PROVIDE 12X12 WALL ACCESS PANEL. q 3/4" CW FROM NEAREST LINE. LOCATION TO MATCH SINK 16" -*I/� 51 DETAILS. 0 BAKERY OVEN H P A 12" H EXHAUST DUCT - SEE DETAIL BALL VALVE- 22e STRAINER _ - WHA © © © > CHECK VALVE A © PLUMBING ROUGH IN 0 SINKS: W - INSULATED 1/2 A B WALL ACCESS PANEL CEILING PANEL 18" X 18" X 3/4" ACUDOR #UF-5000-SCSS (Z) 3/4" HW WALL STOP 0+48" �-1 PLYWOOD BACKING / BEHIND WALL BY PIPING WITHIN WALL MECHANICAL E-5 ©3/4" CW WALL STOP ®+48" BALL VALVE, STRAINER N DETERGENT PKG. CONTRACTOR. I AND CHECK VALVES I i BY OTHERS MATCH © MIXING VALVE W I PROVIDED WITH UNIT. LOCATION WITH MV-2 0+48" W IN BLOCKING 84" I SINK DETAILS O I IN WALL 1/2" I SURFACE D HB42T0+16 TEMPERED WATER �I MOUNTED 12" SINK FURNISHED I E-1 PLUMBING ROUGH IN: I FOR SOAP DISPENSER O WITH: GOOSENECK ®1/2" HW WALL STOP 0+16" (WASH COMPARTMENT) Q SPOUT, KNEE 60" I OE 3/4" TEMPERED WATER VALVES, 1-1/2" C ( Q1/2" CW WALL STOP 0+16" HOR AP DI WASTE TAILPIECE (^,--Pl 36' ©1-1/2" WASTE @20" I Q � FOR SOAP DISPENSER & WALL BRACKET LA B ttt� WALL (SANITIZING COMPARTMENT) _ SIDE VIEW WALL ACCESS MIXING VALVE DETAIL L 24 WATER; METER E-5/ NAND SINK E-1 n5o (E-18 & E-22) 26 SCALE: NONE SCALE: NONE (SIZE PER PLAN) CEILING PROVIDE ESCUTCHEONS F01 ALL CEILING PENETRATIONS PROVIDE THRUST BLOCK - AT END OF PPIRE, RUN PER DETAIL _ CONTRACTOR TO INSTALL P DROP PIPE FROM CEILING - TENANT SUPPLIED HOSE SPACE WITHIN 6" OF DOWNSTREAM OF BACK OF WASHER. BACKFLOW PREVENTER HOSE REEL, SPRAY NOZZLE TO HOSE REEL AND HOSE HANGER SUPPLIED BY TENANT INSTALLED BY CONTRACTOR FINISHED WALL--""`_J REAR ELEVATION VIEW 4" P-TRAP---' \ \ FLOOR DRAIN TYPE D-66 SCALE: NONE PROVIDE SS BIRD - SCREEN AND RAIN CAP AT TERMINATION. TALL CONE ROOF - FLASHING, ROOF PENETRATIONS BY M.C. COORDINATE REQUIREMENTS WITH MBS. STEAM VENT, CENTROTHERM, 8"0 PROVIDE 3/4" TEE CAP WITH DRAIN FROM STEAM VENT. SCALE: NONE ANCHOR TAB (TYP.) ..4 a SEDIMENT BASKET OUTLET STRAINER WITH LOCKING PINS P-TRAP & TRAP ARM 6" MAX Hy�-`V�SIZE PER PI AN SIDE VIEW FAN BASE — 1/16" STAINLESS STEEL WIRE ROPE TO ALLOW FAN TO OPEN TO 99 MIN. 40" DISCHARGE PROVIDE HASP WITH COTTER PIN TO SECURE OPEN END OF HINGED FAN (TYP OF 2) SEE SCHEDULE FOR MINIMUM REQUIRED CURB HEIGHT AND SUPPLIER NOTE: GREASE TRAP, HINGE KIT, AND MINIMUM 40" DISCHARGE FROM ROOF DECK FOR UL 762 FANS ONLY. BAKERY ROOF EXHAUST FAN SCALE: NONE -8"0 STEAM VENT. CENTROTHERM INNOFLUE --- �� SINGLE WALL OR SCHEDULE 80 CPVC. PROVIDED BY M.C. -METALBESTOS CT RAIN CAP 4"0 FLUE THRU ROOF 4"0 FLUE THRU ROOF OFFSET 10' MIN. FROM PARAPET. LOCATE OFFSET ABOVE PROVIDE SUPPORT FOR - CEILING. DUCT CONTINUOUS THRU STEAM VENT FROM ROOF ROOF W/FLASHING & RAIN CAP. STRUCTURE PROVIDE ESCUTCHEONS - FOR ALL CEILING CEILING PENETRATIONS STEAM VENT FAN. SUPPLIED BY OWNER INSTALLED BY M.C. P-TRAP DAYLIGHT CONDENSATE DRAIN LINE 2" PW PIT NOTE: M.C. TO PROVIDE AND INSTALL ALL: FIXTURES, PIPE, FITTINGS AND VALVES UNLESS OTHERWISE NOTED. CENTRIFUGAL EXHAUST FAN, SEE SCHEDULE FLOATING HINGE VENTED CURB FOR TYPE I HOOD EXHAUST GREASE TROUGH ----DUCT MATERIAL PER OTHER DETAIL EXTEND DUCT UP TO FAN INLET AND EXTERIOR BASE OF TOP CURB 4"0 FLUE THRU 23 ROOF. SEE DETAIL M DECK I COMMERCIAL APPLIANCE ADAPTOR WITH VIBRATION ISOLATION BOOT ----"—DRAFT DIVERTER PROVIDED BY OWNER INSTALLED BY M.C. NOTE: M.C. PROVIDE AND INSTALL ALL: FLUE/VENT PIPING COUPLINGS, FITTINGS, SUPPORTS/BRACING ROOF CAPS AND DECK TITES .► CCC RECEIVED CITY OF lfiiKWILA JAN 30 2020 PERMIT CENTER U) a SEPARATE H v PFPnn1T AN!DPQ , —" Lz) REQUIRED U a 0 w w U 0 N ad N 0 z O Ln co w 0 x 3z zw 1- ow w0 a oW 00 O U El Z)w m3 Io za ww ZG = O 0 I- o� o� 0 t� 3 O �a az zo u Go co 0 z w m a rt N o a o . Q W 00 C) 00 �../ W O '4 El x O W PT 0 im lE VEL FIXTURE ON EMERGENCY LIGHT CIRCUIT W/BATTERY BACK PACK 0 FLUORESCENT LIGHT FIXTURE SUB -LETTER INDICATES CONTROLLING SWITCH SUB -LETTER INDICATES CONTROLLING SWITCH, a CONTROLS c OUTER LAMP(S) AND b CONTROLS INNER LAMP(S) $ SINGLE POLE SWITCH, +42" SUB -LETTER INDICATES FIXTURE CONTROLLED, +42" $y THREE POLE SWITCH, +42" Q JUNCTION BOX, SIZE AND TYPE PER CODE (� MOTOR CONNECTION AS REQUIRED 0 DUPLEX RECEPTACLE, +18" OR AS NOTED 0' FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER a NON -FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. P7 HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS INDICATES WIRES AND CONDUIT OTHER THAN4121/2"C C - METALLIC CONDUIT, PVC - PLASTIC CO Lit ISOLATED GROUND OR GROUND CONDUCTOR GFI GROUND FAULT CIRCUIT INTERRUPTER ® NEW PANEL ® EXISTING PANEL E.C. ELECTRICAL CONTRACTOR (E) EXISTING m SINGLE PLUG-IN RECEPTACLE, +18" MIN. OR AS NOTED V TELEPHONE / DATA OUTLET WITH 3/4" CONCEALED -IN -WALL CONDUIT TO CEILING SPACE OR AS SHOWN. NO DAISY CHAIN WP WEATHER PROOF IA 0-10V OCCUPANCY SENSOR & DIMMING SWITCH LUTRON MS-Z101-IV. NOTE: SET TO 20-MINUTES DELAY, PROVIDE LOW VOLTAGE WIRING TO EACH FIXTURE. MAKE ALL FINAL CONNECTIONS AS REQUIRED. FIELD VERIFY. DC DROP CORD ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING BUILDING DEMOLITION WORK. 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, TRENCHING AND BACK FILL FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED NOT TO INTERFERE WITH WAREHOUSE'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH WAREHOUSE, ARCHITECT FOR WORK SCHEDULE. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. COORDINATE AND SCHEDULE WITH WAREHOUSE FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR WAREHOUSE'S NORMAL OPERATION AS REQUIRED. OVEN PO' CONTRC E.C. INSTALL & MAKE FINAL CONNECTIONS. FINAL CONNECTIONS AT CONTROL PANEL BY E.C. UNDER THE DIRECTION OF THE EQUIPMENT MANUFACTURER. OVEN WIRING DIAGRAM NO SCALE ELECTRICAL - PLAN NOTE' (D E.C. TO 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. U H d O N N O O N 0 co N a� 3 a I w cc cc 0 I a 0 oL o- D L m 0 n I Q I 0 0 0 I 0 0 U I 03 cc 19 ro 0 00 co 00 O O N Y FLEXIBLE METAL LIQUIDTIGHT C( SLACK FOR HIN( ROOF PENETRATI BY EC. COORDIN REQUIREMENT WI SURE ROOF INSTALLER ELECTRICAL GENERAL NOTES 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. RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. PROVIDE CUTTING, PATCHING, TRENCHING AND BACK FILL FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED NOT TO INTERFERE WITH WAREHOUSE'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. COORDINATE AND SCHEDULE WITH WAREHOUSE FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR WAREHOUSE'S NORMAL OPERATION AS REQUIRED. APPLICABLE CODE: LATEST CSA & LOCAL AMENDMENT. CONDUIT CONDUIT TO E'AnAUST FAN DETAIL NO SCALE 2 �--720/24YAC P/S BAKERY OVEN KEF-X NEMA 1 ENCLOSURE BAKERY KTF CONTROL DETAIL. TYP. NO SCALE LIGHTING FIXTURE SCHEDULE ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED DISCONNECTED MEANS PER LATEST NEC CODE TYPE IMANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS Op ORION MKLDR TL 42 55 1COM 40 CBL LED RECESS 40 BI-LEVEL DIMMING & EARTHQUAKE CLIPS. ® CREE> CPY250-8-DM-D-B-UL-WH-40K- LED SURFACE 122 SUPPORT FROM-UNISTRUT ABOVE 'CHAIN 90CRI-PML W/XA-SENSREM (REMOTE) LINK FENCE CEILING, MOUNT FIXTURE BELOW CHAIN LINK FENCE CEILING. E.C. TO PROGRAM FIXTURE IN FIELD. OCCUPANCY SENSOR ON -TIME -OFF PANEL: PP 208 / 120 VOLTS 3 PHASE 4 WIRE 800 A CU BUS A.I.C. MIN. EXISTING FEED MOUNT CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE 1.00 1 2 13.00 AIR COMPRESSOR 1.00 20 3 3 4 20073 13.00 FOOD COURT PANEL V 1.00 5 6 13.00 15.00 7 8 PANEL P6 15.00 225 3 9 10 40 3 SPARE 15.00 11 12 1.00 13 14 7.00 CAKE CASE 1,00 20 3 15 16 90 3 7.00 PANEL P9 1.00 17 18 7.00 EMPLOYEE LOUNGE TRAILER 2.00 40 2 19 20 2.00 21 22 150/31 SPARE SPACE 23 24 10.00 25 26 5.00 UPS 10.00 100 3 27 28 70 3 5.00 ICE CREAM BAKERY 10.00 29 30 5.00 0.53 31 32 1.00 OVEN HOBART * ** 0.53 15 3 33 34 20 3 1.00 BLAST FREEZER BAKERY 0.53A 36 1.00 0.53 38 1.73 OVEN HOBART * ** 0.53 40 30 3 1.73 MIXER 140QT * ** 0.53 42 1.73 TOTAL PHASE A KVA TOTAL PHASE B (KVA) TOTAL PHASE C KVA 30.06 30.06 28.06 57.79 KVA 57.79 KVA 55.79 KVA 27.73 27.73 27.73 TOTAL CONNECTED LOAD 171.37 KVA 475 A ' NtW/KtV15tU LUAU. L.U. IU I'KUVIUt NtW tMAKtK AZ) KtUUIKtU. ** PROVIDE LOCK -IN DEVICE, "MARK LEAVE ON". PANEL: P5 208 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS A.I.C. MIN. EXISTING FEED MOUNT CIRCUIT USE PHASE A KVA B C BKR. CKT.CKT. NO. NO.t20/l PHASE A KVA B C CIRCUIT USE EF-1 & 2 1.17 20 1 1 2 0.36 BAKERY DROP CORD EF-3 1.17 20 1 3 4 2.00 WINE COFFIN CASE KEF-10 * 1.17 20 1 5 6 2.00 KEF-11 * 1.17 20 1 7 8 0.36 BAKERY DROP CORD KEF-7 * 1.17 20 1 9 10 0.36 BAKERY DROP CORD KTF-13 * 1.17 20 1 11 12 0.36 BAKERY DROP CORD 0.94 13 14 0.36 1 BAKERY DROP CORD MEAT SAW 0.94 20 3 15 16 30 2 2.00 1 MEAT COOLER COFFIN CASE 0.94 17 18 2.00 1.15 19 20 30 1 2.00 BAKERY FRONT COFFIN CASE DAIRY AIR DOOR 1.15 15 3 21 22 20 1 1.17 KTF-14 * 1.15 23 24 20 1 1.17 KTF-15 * MPU LIGHTS * 0.56 20 1 25 26 20 1 1.17 KTF-16 * BAKERY RECEPT * 0.36 20 1 27 28 20 1 1.17 KTF-17 * KEF-22 * 20 1 29 30 20 1 1.00 BAKERY SIGN LIGHTING 31 32 20 1 0.36 BAKERY DROP CORD SPARE 30 3 33 34 SPARE SPARE 20 2 m 1.00 DROP CORDS BAKERY SIGN LIGHTING * 1.00 20 1 1.00 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C KVA 7q4.79 5.43 9.6 KVA 12.49 KVA 12.96 KVA 4.61 7.70 17.53 TOTAL CONNECTED LOAD 35.05 KVA 1 97 A - NLW/KtVIJtU LUAU. G.U. IU YKUVIUt NCW DKGiKLK AJ MrWU1KLU. V FOR WORK III THIS AREA, SEE ENLARGED BAKERY PLAN ON THIS SHEET. FIT . I TY1 ["J C' EXISTING PANELS IN FRONT ELEC ROOM TO REMAIN. m mr...... . ... . - ----- - ----- - i I 1 I° ( /-[XISTIL ANEL H3 G F C0 111 U 0 �1r -Rf' VAl PARTIAL FLOOR PLAN SCALE: 1 i6 = 1-0 ' �) 0 0 N 06 N z z a 0 0 !N FL Ir N cr m 0 0 z w Q z V) r--I E-1 W Q tQ H W M 1 0 a0 M rn W o a z w U r 1 w F- w W w co x a W z d W ID RE Q 3z w Z w W V_ wo 01- Uw (� o 0 ov u)z E--- 1 w H zcr � o z d �x c� 00 - EE- -{ (n !E H p N Z dZ o0 z F+-I 0 0 a Pr.4 00 00 I ao d zH Z N U W w O a 0- BAKERY DEPARTMENT EQUIPMENT NUMBER: DESCRIPTION: REMARKS: 207 BAXTER SPICE RACK & MIX TABLE 20A/lP, WALL MOUNTED DUPLEX OUTLET 47" A.F.F. 115V, 10 203 LVO RACK WASHER 60A/30 W/ 50AF DISCONNECT SWITCH. 480V/30/4W 48OV, 30, 35.6A +48" A.F.F. SEE NOTEO9 04 HOBART PW3S-SEFAAA PROOFBOX 60A/30 DISCONNECT SWITCH W/45 AF +84" A.F.F. 208V, 30, 35.5 FLA 06 HOBART/BAXTER RACK OVEN, DIRECT WIRE TO OVEN 208V, 30, 4.4A & 120V, 10, 20A 27 HOBART MIXER - 140 QT 208V, 30, 5 HP, 14.4A ELECTRICAL — PLAN NOTES: Q O E.C. TO PROVIDE & INSTALL MARK TIMER IN SINGLE GANG BOX TO CONTROL EXHAUST FAN. MANUFACTURER: INTERMATIC. MODEL#: FF12HC. TYPICALLY. EXISTING OVENS TO BE REPLACED. E.C. TO DISCONNECT AND RECONNECT POWER FROM EXISTING OVENS TO NEW OVENS, EXTEND EXISTING FEEDER AS REQUIRED. E.C. TO VERIFY EXISTING OVEN FEEDER AND BREAKER IF IT IS MINIMUM .OF 5#12 CU IN 3/4"C AND 20A/3P BREAKER;, IF NOT THEN REPLACE WITH 5#10 CU AND 20A/3P BREAKER. REUSE EXISTING CIRCUIT. E.C. TO REPLACE EXISTING OVEN RELAY IF REQUIRED. FIELD VERIFY. SEE DETAIL 1/E-1. EXISTING EXHAUST FANS TO BE REMOVED & REPLACED. E.C. TO DISCONNECT POWER AND RECONNECT POWER TO NEW FAN. REUSE EXISTING CIRCUIT. FIELD VERIFY. SEE DETAIL 2A/E-1. EXISTING ROOF RECEPTACLE TO REMAIN, RELOCATE IF REQUIRED. E.C. TO REUSE (12) EXISTING 20A/lP BREAKERS IN EXISTING PANEL P5 FOR NEW EXHAUST FANS, MPU LIGHTS, AND RECEPTACLES. FIELD VERIFY. E.C. MAKE ALL FINAL CONNECTIONS FOR BAKERY TRANSFER FAN CONTROL, SEE DETAIL 3/E-1 THIS SHEET. PROVIDE JOHNSON CONTROLS CSD-CFOJ1-1 CURRENT DEVICE AND SQ-D CLASS 9070 TF5OD23 STEP-DOWN TRANSFORMER IN NEMA-1 ENCLOSURE, PRIMARY DISCONNECT, PRIMARY AND SECONDARY FUSING (FB3A FOLDER, OAA PRIMARY FUSES, 0.7A SECONDARY FUSES) AND ALL LOW VOLTAGE WIRING. MOUNT ENCLOSURE NEAR PANEL P5/P13. TYP OF 6. E.C. HAS OPTION TO USE CONTACTOR IN OVEN THAT CONTROLS THE FAN DUCTED TO OVEN TO CONTROL THE FAN(S) IN FRONT OF THE OVEN IF THERE IS AVAILABLE SPACE IN THE CONTACTOR AND THE CONTACTOR IS PROPERLY RATED. EXISTING CEILING GRIDS TO BE REPLACED. E.C. TO DISCONNECT & RECONNECT POWER FROM EXISTING LIGHT FIXTURES AND DROP CORDS. FIELD VERIFY. EXISTING PROOFER TO BE REPLACED. E.C. TO REMOVE EXISTING FEEDER TO SOURCE. PROVIDE NEW FEEDER AS SHOWN. REUSE EXISTING CIRCUIT. E.C. TO REPLACE EXISTING BREAKER WITH NEW 45A/3P BREAKER. FIELD VERIFY. EXISTING RACK WASHER TO BE REPLACED. E.C. TO REMOVE EXISTING ELECTRICAL DEVICES AND ASSOCIATED FEEDER TO SOURCE. TURN OFF BREAKER AND PROVIDE 'SPARE' LABEL. E.C. TO PROVIDE (1) 5OA/3P BREAKER IN EXISTING PANEL H3 AND NEW FEEDER AS SHOWN. REMOVE AND RELOCATE LIGHT FIXTURES AS REQUIRED. FIELD VERIFY. E.C. TO HARDWIRE FEEDER FOR RACK WASHER FROM DISCONNECT UP TO CEILING AND DROPPED TO RACK WASHER. PROVIDE CONDUIT SUPPORT PER CODE. ALLOW MINIMUM OF 3' CLEARANCE IN FRONT OF DISCONNECT SWITCH. E.C. TO MAKE FINAL CONNECTIONS TO RACK WASHER'S STEAM EXHAUST FAN. E.C. TO DISCONNECT EXISTING DROP CORD/LIGHT FIXTURE AND RECONNECT POWER TO EXISTING DROP CORD/LIGHT FIXTURE PER NEW CEILING. FIELD VERIFY. E.C. TO REMOVE AND RELOCATE EXISTING SWITCHES TO NEW LOCATION AS SHOWN. EXTEND EXISTING FEEDER TO NEW LOCATION AND REPULL WIRES AS REQUIRED. FIELD VERIFY. E.C. TO MAKE FINAL CONNECTION TO PROOFER LIGHT. E.C. TO REMOVE AND RELOCATE EXISTING LIGHT FIXTURE TO NEW LOCATION AS SHOWN. EXTEND EXISTING FEEDER TO NEW LOCATION AND REPULL WIRES AS REQUIRED. FIELD VERIFY. E.C. TO POWER NEW LIGHT FIXTURE FROM EXISTING LIGHT FIXTURE. DO NOT OVERLOAD EXISTING CIRCUIT. FIELD VERIFY. E.C. TO REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED FEEDER TO SOURCE. EXTEND EXISTING FEEDER TO MAINTAIN CIRCUIT CONTINUITY AS REQUIRED. FIELD VERIFY. m P5/55 ' P 47' P5/9 'P13/15 P13/17P3%1507 KTF-13 F 14 KTF-15 !t0 10 Jto KT P5/11 THRU P5//22 THRU P5424 THRU �10 P THRR CONTROLLER CONS RO CCOLLER O OUR U (- 4 5 P5/26 THRU ®I CONTROLLER I ®I 4 5 I®I I®I TYP. ®' P. m CJ /4, 1-1/4-C ®I P5/29( 4 I / III®I � EXISTING DROP CORDS TO REMAIN TYPICAL EXISTING EMERGENCY LIGHT FIXTURE TO REMAIN TYP. KEF-22 ON ROOF. ),j RIFY LOCATION WITH M.C. SEE DET I 28/E-1. Q PP/40 TYP. L H RECEIVED CITY OF T UKWILA JAN 30 2020 PERMIT CENTER SEPARATE PERMIT AND REQUiFIED m O W 401 a 0 w Y W S U X X QZ K O m O N w m w w 0 z a 0 w U) 0 M I 0 I M rn 0 z w z of Ld w 0 U J 0 3 z zW 0 w w0 d 0z U w 0z OU w cn Z Ow w� m3 �0 0 ZCL Za w w 0� U O F 0 � (O _ 2 3 wF o� �a m az O ce zo L 00 I 0 Z U w x a 7 GENERAL NOTE REMODEL 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) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - see snow (rain factor) 3. DESIGN LOADS a. Ceiling Live Load 200lb. point load b. Seismic Risk Category II Ss=1.442, S1- 0.536, Is = 1.0, Site Class "D" and S5S=0.961,S�1=0.536. eel3mic Design Category = "D" c. Load Combinations All Code required load combinations are to be used in the building design. 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. CONCRETE F'c=4000 PSI. @ 28 DAYS 5-1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c=3000 PSI. @ 28 DAYS 5-1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE 1/11 CEMENT, USE TYPE III (HIGH EARLY STRENGTH) CEMENT FOR MEAT PLATFORM. FOR SPECIAL CONDITIONS ANOTHER TYPE CEMENT MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATERICEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. DO NOT USE AIR ENTRAINMENT FOR INTERIOR SLABS ON GRADE. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER -PLASTICIZER AT THE CONCRETE PLANT, A.DO NOT USE FLY ASH, SLAG OR OTHER SUPPLEMENTARY CEMENTITIOUS MATERIALS IN CONCRETE EXPOSED TO VIEW INCLUDING, BUT NOT LIMITED TO, INTERIOR FLOOR SLABS, ENTRY CANOPY SLABS, LOADING DOCK SLABS AND STAIRS, STEM WALLS, LOADING DOCK WALLS, COLUMNS OR PILASTERS, AND EXTERIOR WALKS /PADS. 1. FLY ASH, SLAG AND OTHER SUPPLEMENTARY CEMENTITIOUS MATERIALS MAY BE USED ONLY IN BELOW GRADE CONCRETE SUCH AS FOOTINGS, FOUNDATION WALLS, GRADE BEAMS, AND SIMILAR CONCEALED LOCATIONS. 2. FLY ASH, SLAG AND OTHER SUPPLEMENTARY CEMENTITIOUS MATERIALS MAY BE USED IF DETERMINED THAT THE USE OF SUPPLEMENTARY CEMENTITIOUS MATERIALS WOULD IMPROVE RESISTANCE TO ALKALI -AGGREGATE REACTIVITY IN CONCRETE. OBTAIN WRITTEN APPROVAL FROM OWNER PRIOR TO USE, ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. ACI 305R IS TO BE FOLLOWED FOR HOT WEATHER CONCRETING, THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE, REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy=60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, V-10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'-10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (W WF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES WEATHER & EARTH FACE 1-1/2 INCHES FORMED SURFACES INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND/OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: "#41#13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A-992 (Fy=50,000 PSI) OTHER SHAPES AND PLATES ASTM A-36 (Fy=36,000 PSI) TUBE COLUMNS ASTM A-500, GRADE B (Fy=46,000 PSI) WELDHEAD STUDS ASTM A-108 (Fy=55,000 PSI) ALL -THREAD ASTM F1554, GRADE 36 (Fy=36,000 PSI) MACHINE BOLTS ASTM A-307 HIGH STRENGTH BOLTS ASTM A-325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A-325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A-325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A326 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1/4", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES, WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. kND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) 31ON ANCHORS: HILTI KWIK BOLT TZ PER ESR-1917 HILTI KWIK BOLT 3 PER ESR-1385 ' ADHESIVE ANCHORS: CONCRETE HILTI HIT -RE 500 V3 PER ESR-3814 AND HILTI HIT-HY 200-R PER ESR-3187 CMU HILTI HIT-HY 27O PER ESR-4143 UNREINFORCED MASONRY HILTI HIT-HY 270 PER ESR-4144 CAST IN PLACE ANCHORS: CONCRETE EMBED PER PLANS AND SECTIONS CMU EMBED PER PLANS AND SECTIONS SCREW ANCHORS: CONCRETE HILTI KWIK HUS-EZ (KH-EZ) AND HUS-EZ I (KH-EZ 1) PER ESR-3027 CMU HILTI KWIK HUS-EZ (KH-EZ) PER ESR-3056 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER ACI 318 - 14 SECTION 17.1.2 INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318 - 14 SECTION 17.8.2.2. FOLLOW INSTALLATION PROCEDURES OF ESR REPO RE 500 V3 PER ESR-3814RT AND MANUFACTURER'S INSTRUCTIONS, PROVIDE SPECIAL INSPECTION AS NOTED ANDIOR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED, ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. 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. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING -VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. CONC. EXPANSION & MASONRY ANCHORS & DRILLED -IN DOWELS: COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. STEEL: IN ACCORDANCE WITH TABLE 1704.3 OF IBC AND REFERENCED STANDARDS. CONTINUOUS INSPECTION: SLIP -CRITICAL (SC) HIGH STRENGTH BOLTED CONNECTIONS. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. NON-DESTRUCTIVE TESTING IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP AND FIELD. MULTIPASS FILLET WELDS. SINGLE -PASS FILLET WELDS GREATER THAN 5/16-INCH. WELDING OF REINFORCING IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. PERIODIC INSPECTION: VERIFY HIGH -STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16-INCH OR LESS. FLOOR AND ROOF DECK WELDS. COLD -FORMED STEEL FRAME WELDING. WELDING OF STAIRS AND RAILINGS. WELDING OF STUDS. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A-706. WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. LIGHT GAGE STEEL FRAMING: VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY CERTIFICATION OF WELDERS. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS, ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS M.B.S. METAL BLDG SUPPLIER ARCH. ARCHITECT N.F. NEAR FACE BAL. BALANCE N.T.S. NOT TO SCALE B. OR BOT. BOTTOM oc ON CENTER BTWN. BETWEEN O.F. OUTSIDE FACE BLDG. BUILDING O.S. OUTSIDE BRG. BEARING O.T.O. OUT TO OUT C.I.P. CAST IN PLACE PL PLATE C.J. CONSTRUCTION JOINT REINF. REINFORCING CL CENTERLINE REM. REMAINDER CLR. CLEAR R.O. ROUGH OPENING CMU CONCRETE MASONRY UNIT SECT. SECTIONS COL. COLUMN SIM. SIMILAR CONIC. CONCRETE S.J SHRINKAGE JOINT C.S.J. CLOSURE STRIP JOINT S.O.G. SLAB ON GRADE EA. EACH STL. STEEL E.E. EACH END SW SHEARWALL E.F. EACH FACE SYMM. SYMMETRICAL E.J. EXPANSION JOINT T. TOP EL. OR ELEV. ELEVATION T.O.B. TOP OF BEAM E.N.W. OR ENW ENGINEERS NORTHWEST T.O.F. TOP OF FOOTING EQ. EQUAL T.O.S. TOP OF STEEL E.S. EACH SIDE T.O.S. TOP OF SLAB E.W. EACH WAY T.O.W. TOP OF WALL F.O.C. FACE OF CONCRETE TYP. TYPICAL AT ALL SIMILAR PLACES F.O.S. FACE OF STUD U.N.G. UNLESS NOTED OTHERWISE F.O.W. FACE OF WALL V.E.F. VERTICAL EACH FACE FTG. FOOTING VERT. VERTICAL GA. GAGE V.F.F. VERTICAL FAR FACE GALV. HOT DIP GALVANIZED VFY VERIFY G.W.B. GYPSUM WALL BOARD V.I.F. VERTICAL INSIDE FACE H. OR HORIZ. HORIZONTAL V.N.F. VERTICAL NEAR FACE I.B.A. INTERNATIONAL BUILDING CODE V.N.F. VERTICAL OUTSIDE FACE I.C.C. INTERNATIONAL CODE COUNCIL W.A.B.O. WASHINGTON ASSOC. OF BUILDING LF INSIDE FACE OFFICIALS - INC. INCLUDING W/ WITH K KIP (1000 POUNDS) W/o WITH OUT L.W. LONG WAY W.H.S. WELD HEAD STUD @ AT FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER", WCLIB. ALL LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) STUDS -TYPICAL DOUG FIR STANDARD 550PSI STUDS - WHERE NOTED DOUG FIR #2 900 PSI JOISTS & RAFTERS - TYPICAL DOUG FIR #2 900 PSI JOISTS & RAFTERS - WHERE NOTED DOUG FIR #1 1000 PSI PLATES & LEDGERS DOUG FIR #2 900 PSI BEAMS & HEADERS -TYPICAL DOUG FIR #2 900 PSI VISUALLY GRADED TIMBERS (5"X5" & LARGER) BEAMS & STRINGERS (WIDTH MORE THAN 2" OF THICKNESS DOUG FIR #1 1350 PSI POSTS & TIMBERS (WIDTH 2" OR LESS OF THICKNESS) DOUG FIR #1 1200 PSI EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N-105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. LIGHT GAGE & MISC. PARTS SCHEDULE MINIMUM PROPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS ITEM CALLOUT Fy (K.S.i.) I(in.^) S(in s) A(in 1) ry SSMA I.C.C. ESR-3064P C8 HEADERS ** (TYP. U.N.O.) (2) 8" x 1 518" x 16GA. 50 11.20 2.46 1.34 1.39 (2)800S162 - 54 (50ksi) (12'-W MAX. SPAN) RIM JOISTS & BLKG. "* 8" x 1 1/4" x 16GA. 50 4.75 1.16 0.59 0,31 80OT125 - 54 (50ksi) CEILING JOIST** 8" x 1 5/8" x 16GA. 50 5.74 1 A3 0.67 0.54 BOOS162 - 54 (50ksi) CEILING TRACK** 8" x 1 1/4" x 16GA. 50 4.75 1.16 0.59 0.31 80OT125 - 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 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 TYP. (U.N.O.) 3 5/8" x 1 5/8" x 20GA. 33 0.55 0.30 0.26 0.61 362S162 - 33 6GA STRAPS O1N WIDE x 16GA. FLAT STRAP ALT. 50 -- -- -- -- SEE CEILING BRACING SCHEDULE (ICEILING) 1 1/2" x 16GA. C.R.C. 1 1/2" x 20GA. BRACING 1 1/2" WIDE x 20GA. FLAT STRAP ALT. 33 -- - STRAPS (HORIZ. IN WALLS) 1 1/2" x 16GA. C.R.C. STRAPS O16GA (DIAGONAL IN WALLS) WIDE x 16GA. FLAT STRAP 50 -- -- -- -- SEE WALL BRACING SCHEDULE 2" x 2" ANGLE GAGE TO MATCH SUPPORTED 33 -- - - - - MEMBER ROOF DECK 1 1/2" DEEP x 22GA. TYPE "B" 33 0.175 0,184 -- - VERCO TYPE HSB-SS SCREWS (MTL. TO MTL.) #10-16 x 1" HWH #3 OR PPH #3 HILTI SCREWS (G.W.B. TO MTL.) #10-24 x 1 1/2" PWH #3 HILTI WALL & BOTTOM TRACK #DS37P10 (0.177"0 X 1 1/2" LOW HILTI I.C.C. ESR-1663 ANCHORS VELOCITY DRIVE PINS 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.O.) i PARTIAL FRAMING PLAN 1/8" = 1'-0" WALL BRACING SCHEDULE STRAP NUMBER OFSCREWS MARK (50 k.s.i.) HOLDOWN GUSSET TO T. & B. GUSSET TO DEL. GUSSET TO STRAP TRACK STUDS 1/2" G.W.B. (D (NO STRAP NONE UNBLOCKED SCREW @ 7"oc EDGES & 7"oc FIELD REQUIRED) 2� 2" x 16GA. -- 8 18 10 O3" x 16GA. S/LTT20 12 25 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 1/2"0 SIMPSON TITEN HD (EMBED 3 1/4") 8 #10 INSPECTED INSTALLATION I.C.C. ESR 2713 SIMPSON S/HTT4 5/8"0 SIMPSON TITEN HD (EMBED 3 1/4") 18 #10 INSPECTED INSTALLATION I.C.C. ESR 2713 CEILING BRACING SCHEDULE NUMBER OF SCREWS STRAP/CRC GUSSET TO GUSSET TO MARK (50 k.sJ.) TRACK STRAP STRAP SPLICE OA 11/2"x16GA. 2 2 2 © 2" x 16GA. 3 3 3 © 3" x 16GA. j 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. THICKNESS OF STEEL COMPONENTS' GAGE DESIGN THICKNESS MINIMUM THICKNESS 2 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 1 '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. 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. REVIEWED FOR CODE COMPLIANCE APPROVED APR 06 2020 City of Tukwila BUILDING DIVISION AREA OF WORK I _ _J JAN 30 2020 PERMIT CENT mom W Q O N O N M o Z O O W m 0 � F Ty Z w O U. O O M co D coM y I W I I M i J �U)C6 W a m W U C 3 W * w tV [3 N us = N N Z N 8 W. 3 4) d f2 M N m G Ego W rna fn Z 0 F- V W U) w -IW00 Z J¢ �W� '3 W �p� W >-co LU z C Y C,' I < C) O O J LL Q Q.' ate. z Uj W z M O JOB NO: 87022035 ENGINEER: J. SAGDAHL DRAWN: DAVID SPOIALA DATE: 1-22-2020 SHEET NO: S1.1 CLIP FLANGES OFF & LAP TOP TRACKS TYP. 4 SCREWS MIN., (2) SCREWS @ 16"oc TOP & BOT. @ HEADER i ry BEARING HEADER PER SCHEDULE ri ROUGI / OPNG. SINGLE WINDOW SILL TRACK 16GA. — NON LOAD BEARING HEADER 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.) SCREWS @ 16"oc TO ALL WALL TRACKS - LAP HEADER OVER 2JAMB STUDS w/4 SCREWS TO EA. STUD EA. SIDE (8 TOTAL) 20GA.CLOSURE TRACK AS REQUIRED 2 SCREWS @ 48"oc STUD TO STUD ROOF DECK PER SCHEDULE BELOW WHERE SHOWN ON PLAN. FASTEN DECK 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 -- LTOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS CL OF STRAP TO TYP. CEILING JOIST PER PLAN INTERSECTION OF DOUBLE STUD & (MAX. JOIST SPACING = 48"00) TOP TRACK TYP. T. & B. HOLD 16" EA. END i � CL STUD � BLOCKING HOLDOWN NOT SHOWN PER SCHED. HERE FOR EA. END SEE AV CLARITY DTL. "2a" 16 TYPICAL JOIST OVER INTERIOR WALL BLOCKING PER TYPICAL DETAIL LOCATEPER PLAN �:---- 10 x 10 x 16GA. GUSSET @ STRAP w/4 SCREWS EA. MEMBER (MIN.) THIS GUSSET TYP. WHERE STRAPS END — 2'W" ANGLE CEILING SCREWS 3"oc TO ALL JOIST DEPTH LESS 1" ^^^ A BLOCKING PANELS THRU wl(3) SCREWS EA. V TOP & BOT. STRAPS FACE TYP. (U.N.O.) Qom`` SCREWS @ 16"oc n^�� CLIP I CONT, STRAPS TOP & BOT. OF �. - @JOIST OVER ` ^^ FLANGES i WALL (SEE PLANS �J%� & LAP TOP CEILING JOISTS @ LOCATIONS �� FOR LOCATIONS)TRA PER "JOIST BRACING ^^\\^ / �PCKS SCHEDULE", LAP STRAPS 24" G.W.B. PER EA. ROWS SCR)SEENOoc ` ��` - ^� ��/ ARCH. EA. ROW 6 PER LAP SEE NOTE ` i BELOW NOTE: ^ I \ SOLID BLOCKING @END - - ICI i� i� STUDS NOT ^ - TWO CEILING JOIST SHOWN FOR SPACES @ EA. STRAP CLARITY OPE RUN, SAME GAGE & SIZE AS CEILING JOISTS. PROVIDE TWO SPACES �� 16GA. TRACK CONT. (U.N.O.). PROVIDE OF SOLID BLOCKING @ 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS �Q r- EA. END OF JOIST RUN & PER LEG @ EACH JOIST SCREWS EA. CEILING �`zQ @ 20'-0"oc MAX. " CONT. DIAGONAL BRACING STRAPS OR CRC PER JOIST T. & B. TYP, Q BETWEEN "CEILING BRACING SCHEDULE" WHERE SHOWN ON i PLANS. TAKE ALL SLACK OUT OF STRAPS. i --- RIM JOIST SPLICES USE 3" x 8" x 16GA. w/6 SCREWS E.S. NOTE: DO NOT SPLICE RIM JOIST OVER ANY HEADER. n TYPICAL JOIST BLOCKING & STRAP DETAIL TYPICAL JOIST TO RIM JOIST WDIAGONAL STRAPS i V CEILING JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT I V CEILING DIAGONAL STRAP BRACING NOT REQUIRED WHERE DECKING OCCURS. 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. 2 NOTE: BOX HEADER BOX HERDER �jllAY OCCUR w(TOP & LI OT. TRACK SEE PLANS <----'.---., TRACK BLOCKING TO MATCH TT STUDS, PLACE @ 10'-0"oc 2" x 2" x 0'-7" ANGLE 1 EA. DOUBLE JOIST,LOR MAX. ALONG WALL & @ EACH SIDE w/5 SCREWS EA. LEG STRAP PER END OF WALL BEND UP 4" @ SCHEDULE TYPICAL CEILING HEADER TO HEADER CONNECTION STRAP EA. BLOCK STRAP AP EA. BLOCK 1F SHEATHING PER ARCH. JOIST SPACING PER PLAN (24"oc MAX.) STUDS @ 16"oc OR 24"oc �---3 PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. AROUND HOOD DUCT SHAFT SINGLE JOIST I N' N ANGLE 2"x2" x0' -7" n It ti BOT. TRACK PER SCHEDULE w/ 5 SCREWS EA, J J �REyVS I. WAY (6 PLACES) IAP DOUBLE JOISTS --� DRIVE PINS @ 24"oc I*1=I RIM. JOIST HEADER EA. _ MAX. & 6" MAX. FROM USE (1) SCREWS FROM EACH SIDE OF DUCT. EA. END OF TRACK, TRACK FLANGE TO STUD (y (U.N.O.) PROVIDE (2) FLANGES TYP. TOP & BOT. EA. SIDE (SEE SCHEDULE). TRACK BLOCKING EA. @ EA. JAMB NOTE: JOISTS CONDITION AT DUCTS SIDE OF HOOD DUCT w/1 NOTE: SEAT STUD WEB ARE NOT TO BE 2"x2"x0'-7" ANGLE EA. END LARGER THAN JOIST SPACING TIGHT TO TRACK WEB @ TOP CUT FOR w/4 SCREWS EA, LEG INTO & BOT. OF STUDS INSTALLING BLOCKING & JOISTS. DUCT WORK TYPICAL WALL, BLOCKING & STRAP DETAIL TYPICAL DUCT PENETRATION THRU CEILING FRAMING 1E STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY, NOTE: SEE ARCH. FOR LOCATIONS TYPICAL LIGHT GAGE FRAMING DETAILS 3/4" = 1'4' 16GA. GUSSET PL SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE EXTEND TO ADJACENT WALL LENGTH IS PER PLAN (U.N.O.) 8-: N R. As TOP TRACK 'it.` 'It n :: Ili,, n....n .,.. CLSYMM. Ii. 'n_::II" 11 �tl STRA DIAG. PS It N` µ' PER SCHEDULE 11 ' (DO NOT SPLICE) It ill ' ` 11' : ' 'll, II `: II' Il fl ..It. DRIVE PINS @ 24"oc @ SHEARWALLS TYP. RIM JOIST OR TRACK @ CEILING JOIST LEVEL SEE SECT. 3 & 4/82.2 STOP X-BRACE/STRAP @ TOP OF CEILING JOIST OR @ TOP OF TRACK OF WALL AS SHOWN HERE. DOUBLE STUD TYP. EA. END OF WALL (U.N.O.) 1/2" MIN. G.W.B. UNBLOCKED SCREW PER SCHEDULE (U.N.O.) 3 5/8" STUD WALL 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. 2 ELEVATION N.T.S. PER ARCH. ADD 5 #6 @ 4" oc @ CORNERS SLOPE PER- ,,.,- " ° ARCH. e o00 #4 f @ 18"oc TYP. a. 6" SLAB w/#4 @ 18"oc EA. WAY SIMPSON HOLDC ANCHORS & SCR PER SCHEDULE SEE SCHEDULE DOUBLESTUDS TYP. @ HOLD DOWN DETAIL Za SEE SCHEDULE FOR LOCATIONS 1 1!2" = 1'-0" NEW SLAB EXIST. SLAB LIGHTLY GREASE DOWEL THIS SIDE PRIOR TO POUR & AFTER EPDXY TO EXIST. SLAB NEW 6" CONCRETE ° SLAB ON GRADE wl #4 @ 18"oc EA. WAY @ CL VFY. <4O MATCH EXIST. #4 @MID HEIGHT TYP. ^ COMPACTED o i_oo0o oo fr'i SUBGRADE BY h1111 1111 i i Ili 111 l 11 i i 111 8" OTHERS PAN WASHER PIT DETAIL NOTE: LOCATE PIT PER ARCH. DWGS. 4)_ SECTION 6 SECTION 3/4" = V-0" EXIST. SLAB - 5/8" x 9" SMOOTH ROUND DOWELS @ 18" oc. EPDXY TO EXIST. SLAB w/ADHESIVE PER GENERAL NOTE, EMBED 4 1/2" w/ SPECIAL INSPECTION, ORIENT PERPENDICULAR TO EXIST. SLAB SAW CUT EDGE AND LEVELw/ HORIZONTAL PLANE � SECTION (TYPICAL SMALL STAB REPLACEMENT DETAIL) 3/4" = 1'-0" 4 #8 SCREWS 8" SPACE PER THRU TRACK INTO PLAN CAP @COLUMN CONTINUOUS TOP TRACK EXISTING ROOFING H.S.S. PER PLAN w/ 3/16" CAP PL w/SEAL EXISTING GLB WELD ALL AROUND, PURLIN @ 8'-0"00 PER PLAN 3/16 M w Ow END STUD — 10" 1/2" PL w/ (2)- 3/40 KWIK BOLT TZ-SS304 (EMBED 4 1/2" MIN.) - STUDS @ 16"oc (4) #12 GA. SPLAY (1 EA. CORNER) W/MICRO- SLEEVES (OVAL CRIMP SLEEVES) ------------ 61 EXIE GLB 1 \ 1 2" 1'-2" 2" TYP. VFY. TYP. (N) 4x4 DF#2 a 112" 0 BOLT(4 PLACES) L4" x 1'-6" x V-6" TOP PL PLAN ?, CEILING OVEN FAN 130# MAX. OPERATING WT. BAL. 5 SECTION PER ARCH. NOTE: 1/2" MIN G.W.B. _ BOTH SIDES UNBLOCKED. SCREWS PER SCHEDULE ¢ SPACING @ Tbc @ W EDGES & Tbc FIELD o. HIL" LOW VELOCITY FASTENER PER SCHEDULE — (E) CONCRETE SLAB ON GRADE 7 SECTION 3/4" = 1'-0" 1 Od @ 4"oc TYP. —� EXHAUST FAN BY OTHERS.SEE MECH DRWGS FOR LOCATION R.O. PER PLAN 4x6D.F.#2 w/SIMPSON HU46 HGRS. @ EA END LOCATE WITHIN 6" OF TOP CHORD PANEL POINTS. 4x6DF#2w/U46 HGRS TYP. GLB TYPICAL EXHAUST FAN FRAMING (U.N.O.) (105# MAX WEIGHT) 8 SECTION REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKW'ILA JAN 30 2020 PERMIT CENTER w I- 0 N N M 0 Z O j 0 U1 UcoF F_ z �y z a m K 0 O O 0 0 Q m m m y co O Z J n LU V Z_ rn of (9 C � 0)) w W.19 yN 3 �, C o0 .L.. Z w3 N z� 0) > n @ 0) -2 rn 2. f71��d Uj rn a 3s _IW00 W> _ 00 0o0) WoQ ?� co W (.) z m F- F _O I"- U UJ LU U u_ LL. O z z =o (n U JOB NO: 87022035 ENGINEER: J. SAGDAHL DRAWN: DAVID SPOIALA DATE: 1-22-2020 SHEET NO: S2.1 4 ff In I ff 11 U V ■ TUNWILA, WA PIPE DIMENSION TABLES SCOPE OF WORK FIRE SPRINKLER PIPING GENERAL NOTES (FOR NEW PIPE ONLY, EXISTING TO REMAIN UNLESS NOTED OTHERWISE) DEMOLITION NOTES NOMINAL SCHEDULE 40 SCHEDULE 10 1. REVIEW PHASING SCHEDULE WITH CC AND COORDINATE 1. CONTRACTOR MUST VISIT THE BUILDING SITE TO 1. SPRINKLER PLANS ARE SCHEMATIC AND SHALL NOT 14. FIRE SPRINKLER SHOP DRAWINGS, WITH DETAILS SIZE INSIDE DIAMETER INSIDE DIAMETER WITH PHASING PLANS PRIOR TO DESIGN. DETERMINE THE FULL EXTENT OF THE EXISTING FIRE BE MEANT TO CONVEY OR ALLOW DISCREPANCY BETWEEN SHOWING HANGERS, FASTENERS, AND ATTACHMENT PROTECTION WORK AND EXISTING CONDITIONS, BECOME THE WORK ILLUSTRATED HEREIN AND ALL APPLICABLE METHODS AND SIZES, SHALL BE SUBMITTED TO THE TRUSS 1.049" NOT USED 2. COORDINATE WITH GC AND OTHER TRADES PER TOTALLY FAMILIAR WITH THE DISCONNECTIONS, REMOVALS, CODES, PLANS AND ORDINANCES. IT SHALL BE THE MANUFACTURER AND STRUCTURAL ENGINEER FOR 1 PHASING SCHEDULE PRIOR TO FABRICATION OR RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO APPROVAL. A LETTER OF APPROVAL SHALL BE INSTALLATION. PROTEC11ON EQUIPMENT REQUIRED, AND CONDITIONS IN VERIFY ACTUAL CONDITIONS OF CONSTRUCTION AND TO SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO 1 1/4" 1.380" NOT USED THE PROPOSAL FOR THIS PROJECT. NO EXTRA MAINTAIN CONFORMANCE TO THE REQUIREMENTS OF ALL FINAL ACCEPTANCE BY OWNER. THE DETAILS SHALL 12 1 REMOVE DROPS AT EXISTING AREAS INDICATED, CAP COMPENSATION WILL BE PAID FOR LACK OF SUCH AUTHORITIES HAVING JURISDICTION. DISCREPANCIES SHALL INCLUDE ALL HANGERS, AND EARTHQUAKE BRACING 1 1/2" 1.610" NOT USED AT EXISTING OVERHEAD SYSTEM. NO PIPING SHALL BE DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE. BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ATTACHMENTS. ABANDONED IN PLACE. OWNER'S REPRESENTATIVE PRIOR TO BID. 2. THE INFORMATION CONCERNING THE EXISTING FIRE 15. IT IS THE RESPONSIBILITY OF THE SPRINKLER 2" 2.067" NOT USED 4. SPRINKLERS SHOWN ARE FOR REFERENCE ONLY. PROTECTION CONTAINED ON THESE DRAWINGS IS 2. ALL INSTALLATIONS SHALL CONFORM TO THE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH THE BID SPECIFICATION DOCUMENTS, AND TO BRING ANY POTENTIAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT PRESENTED HERE AS A GENERAL GUIDE ONLY, WITH NO REQUIREMENTS OF NFPA 13, THE AUTHORITIES HAVING NOT USED SPRINKLER LOCATIONS (SPACING OF SPRINKLERS IN A, 2 1/2 2.469" GUARANTEE AS TO ACCURACY. VISIT THE SITE TO VERIFY JURISDICTION, THE OWNERS' INSURANCE CARRIER THE CONFLICTS TO THE ATTENTION OF THE ARCHITECT PRIOR 1,11, t 1, 4 V, -Ail REGARDS TO OBSTRUCTIONS) AND PIPE SIZES, TYP. EXACTLY HOW THE EXISTING CONDITIONS WILL AFFECT THE TRUSS MANUFACTURER AND STRUCTURAL ENGINEER, AND TO BID. 31, AS LOCATIONS OF SURFACE MOUNTED EQUIPMENT COMPLETION OF THE WORK REQUIRED FOR THIS PROJECT, THE OWNERS' REVIEWING CONSULTANT. 3.068" NOT USED AREA OF WORK, MAY DIFFER. AND INCLUDE THE CORRESPONDING COSTS IN THE 16. CORRECT SPRINKLER LOCATIONS AND/OR QUANTITIES PROPOSAL, IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR. SEE Fp 0,,AND 3. ALL MATERIALS USED SHALL BE UL LISTED AND �Z 1 4" NOT USED 4.260" 5. NEW PIPING SHALL FOLLOW COSTCO STANDARDS. APPROVED. COORDINATE PIPING WITH ALL OTHER TRADES. REVIEW ALL '0•SHEETS -FP3 G ADDITIONAL 4-IN AND LARGER PIPING SHALL BE SCHEDULE-10 3. CONSULT THE GENERAL CONDITIONS AND OTHER TRADE(S) DRAWINGS. CONTRACTOR -SHALL PLACE INFORMATION 6" NOT USED 6.357" 3.5-IN AND SMALLER PIPING SHALL BE SCHEDULE-40. SUPPLEMENTARY CONDITIONS, AND ALL OTHER SECTIONS 4. SYSTEMS SHALL BE MONITORED BY AN OFF SITE IN THEIR BID AS A SEPARATE LINE ITEM EXTRA QUANTITY EXISTING PIPING TYPE SHALL REMAIN IF NOT PART OF OF THE DRAWINGS AND SPECIFICATIONS, IN DETAIL FOR CENTRAL STATION. OF SPRINKLERS (DRY OR OTHERWISE). COST OF EXTRA NOT USED 8.249" DEMOLITION WORK. INSTRUCTIONS PERTAINING TO THIS WORK. SPRINKLERS SHALL BE ACCOUNTED FOR AT TIME OF BID, 5. INSTALLATION AND FABRICATION SHALL NOT CONTRACTOR WILL NOT BE AWARDED COST OF EXTRA 6. EXISTING SYSTEMS TO REMAIN UNLESS NOTED 4. WITH THE SUBMISSION OF THIS PROPOSAL, GIVE COMMENCE UNTIL PLANS AND CALCULATIONS ARE SPRINKLERS AFTER BID APPROVAL, UNLESS OWNER 10" NOT USED NOT USED OTHERWISE. CONTRACTOR SHALL VISIT SITE PRIOR TO WRITTEN NOTICE TO THE OWNER OF ANY MATERIALS OR APPROVED BY ALL AUTHORITIES MENTIONED ABOVE OR CHANGES INDICATED OTHERWISE. n . . . . . . . a zm Z, r , " - , ? , BID TO VERIFY SCOPE OF WORK. APPARATUS BELIEVED INADEQUATE OR UNSUITABLE, . . . . . .. . . .. w . . .. ... . WORK WILL BE DONE "AT RISK" AND WILL BE THE _�4 BELIEVED IN VIOLATION OF LAWS, ORDINANCES, AND/OR RESPONSIBILITY ON THE SPRINKLER CONTRACTOR TO 17, ALL PERMITS ARE THE RESPONSIBILITY OF THE 7. INSTALL NEW SPRINKLERS AT REMODELED AREA. CONTRACTOR. RULES AND OF ANY NECESSARY ITEMS OF WORK OMITTED. RECTIFY AT NO COST TO THE OWNER. SPRINKLER . . . . .. .. ..... ... 'mw,4, A . .. ..... . CONTRACTOR SHALL NOTE FROM TABLE ABOVE PIPE TYPE USED PER CUSTOMER CONTRACTOR SHALL PROVIDE AND ENSURE PROPER IN THE ABSENCE OF SUCH WRITTEN NOTICE, PROVIDE ALL T.STANDARDS, NO OTHER PIPE TYPE SHALL BE USED, FABRICATED OR INSTALLED ON SPRINKLER COVERAGE FOR SCOPE OF WORK. SUCH MATERIALS AND APPARATUS, AND BE RESPONSIBLE 6. AT VARIOUS STAGES, AND/OR UPON COMPLETION, 18. SCH-10 (FOR MAINS) AND SCH-40 (FOR LINES) THIS PROJECT, NO EXCEPTIONS. FOR THE APPROVED SATISFACTORY FUNCTIONING OF THE PIPING HAVE SHALL BE USED FOR NEW PIPING PER 9"'"m . . . ..... .. . THE SYSTEMS MUST BE TESTED IN THE PRESENCE OF THE A 1# e 8. IF REQUIRED, CONTRACTOR'S SUBMITTAL SHALL ENTIRE FIRE PROTECTION SYSTEM, WITHOUT EXTRA ENFORCING AGENCY. COSTCO SPECIFICATIONS, EXISTING PIPING NOT PART OF a INCLUDE A FLOW TEST (SEE WATER SUPPLY NOTES) COMPENSATION. SCOPE OF WORK MAY REMAIN. ALL PIPING SHALL BE AND ALL EXISTING PIPING ASSOCIATED WITH THE 7. PENETRATIONS OF RATED ASSEMBLIES SHALL BE BLACK STEEL, PREPARED FOR PAINTING, RUSTED, AUTOMATIC FIRE SPRINKLER LEGEND 5. BEFORE SUBMITTING THE PROPOSAL, ASK THE DENTED, OR OTHERWISE DAMAGED PIPING WILL NOT BE REMODEL AS REFERENCED IN THEIR HYDRAULIC FIRE STOPPED WITH AN APPROVED MATERIAL AS OWNER FOR A DECISION CONCERNING ANY AND ALL ACCEPTABLE. PIPING INSTALLED SHALL HAVE A ORR CALCULATIONS. PRESCRIBED BY THE AHJ. PLACES WHERE DRAWINGS, SPECIFICATIONS, STANDARDS, FACTOR OF 1.0 OR GREATER AND WILL BE THE 9, CONTRACTORS PLANS SHALL ACCOUNT FOR CORRECT AND/OR CODES CONFLICT, OR THAT ARE NOT CLEARLY 8. ALL HANGER TYPES, SIZES, AND METHODS OF RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO SYMBOL MFR MODEL SAN. STYLE FINISH ESC TEMP K-FAC QUANT. SPRINKLER, LINE AND MAIN LOCATIONS WITH REGARDS UNDERSTOOD. IN THE ABSENCE OF OBTAINING SUCH A ATTACHMENT MUST MEET REQUIREMENTS OF REVIEWING PROVIDE AND ENSURE THIS OWNER REQUIREMENT. 'j TO EXISTING STRUCTURE. DECISION, ABIDE BY THE DECISION OF THE OWNER, IF THE AUTHORITIES MENTIONED ABOVE. NECESSITY FOR A DECISION ARISES AFTER THE SIGNING OF 19, FLUSH CONNECTIONS SHALL BE PROVIDED PER 10, CONTRACTOR SHALL PERFORM CALCULATIONS FOR THE CONTRACT. 9. SEE FIRE SPRINKLER SPECIFICATIONS FOR NFPA 13. VK 51 ADDITIONAL REQUIREMENTS AND INFORMATION. THE (9 VIKING VK3021 VK3021 SSP WHITE REC 286* 5.6 CORRECT PIPE SIZES 71 7. COORDINATE THE LOCATIONS OF ALL FIRE SPRINKLER CONTRACTOR SHALL COORDINATE ALL SITE 20. ALL DEFLECTOR DISTANCE REQUIREMENTS OF NFPA 1. CONTRACTOR SHALL SCHEDULE FIRE WATCH IF PROTECTION WORK WITH THE WORK OF OTHER TRADES, INFORMATION WITH ARCHITECT AND CIVIL ENGINEER. 13 MUST BE COMPLIED WITH. VIKING VK3021 VK3021 SSP WHITE EXTD 155* 5.6 6 REQUIRED BY AHJ. TOTAL *57 8. UNLESS INDICATED OTHERWISE REMOVE DROPS 10. SPRINKLER CONTRACTOR AGREES THAT IN 21. CRIMP TYPE INSTALLATIONS ARE NOT ACCEPTABLE. COMPONENTS NOT INTENDED TO BE REUSED. ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION - - - - - - - - - - - - - - - - - PRACTICES, SPRINKLER CONTRACTOR WILL BE REQUIRED To 22. THE SPRINKLER CONTRACTOR SHALL COORDINATE NOTES: 9. NOTE CAREFULLY THAT THE FIRE PROTECTION ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB ALL SITE INFORMATION WITH ARCHITECT AND CIVIL 1. IN ADDITION TO THE SPRINKLER QUANTITIES NOTED, 3 ADDITIONAL SPRINKLERSWATER SUPPLY NOTES DRAWINGS ARE INTENDED TO INDICATE, ONLY SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ENGINEER. SHALL BE KEPT WITHIN FIRE PUMP AREA FOR SPARES PER 211300 SPECIFICATION. DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS ALL CAPS, PLUCS, COVERS, ETC, SHALL REMAIN ON SPARE SPRINKLERS TO CHARACTER AND LOCATIONS OF THE WORK INCLUDED. AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO 23. THE SPRINKLER CONTRACTOR SHALL COMPLY WITH PREVENT POTENTIAL DAMAGE OF SPARE SPRINKLERS PRIOR TO USE. 1. CONTRACTOR TO ACQUIRE OR PERFORM A FLOW TEST PROVIDE ALL WORK OBVIOUSLY INTENDED, BUT HAVING APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ALL REQUIREMENTS PER NFPA 13 "PROTECTION OF PIPING FOR THIS PROJECT. THE CONTRACTOR MUST SUBMIT MINOR DETAILS OMITTED OR NOT SHOWN. COMPLETE AS WORKING HOURS. SPRINKLER CONTRACTOR FURTHER AGAINST DAMAGE WHERE SUBJECT TO EARTHQUAKES". 2. NEW SPARE CABINETS SHALL CONSIST OF THE FOLLOWING; ALL NECESSARY DOCUMENTATION OF TH T REQUIRED TO PERFORM THE FUNCTIONS INTENDED. AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN THE SPRINKLER CONTRACTOR MUST ALSO TAKE INTO . (1) STANDARD 12 COUNT CABINET FOR STORAGE OF NEW PENDENT SPRINKLERS. AND MUST ACCOUNT FOR AND PROVIDE INFORMATION FOLLOW THE ARCHITECTURAL AND/OR CONSTRUCTION SET PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, ACCOUNT THE LIMITATIONS OF THE STRUCTURAL ELEMENTS A (1) URREA METAL TOOL BOX, 5493 (OR SIMILAR) WITH RED FINISH FOR FOR REVIEW PRIOR TO USE ON THIS PROJECT. OF DRAWINGS AND SPECIFICATIONS FOR BUILDING DETAILS REAL OR ALLEGED, IN CONNECTION WITH THE PRIOR TO SIZING, FASTENING AND/OR LOCATING SEISMIC STORAGE OF SPARE SPRINKLER HEAD GUARDS, ESCUTCHEONS, DRY SPRINKLER 2. FLOW TEST EFFECTIVE POINT WILL BE AT THE STATIC AND FIT THE WORK OF THE FIRE PROTECTION DRAWINGS PERFORMANCE OF WORK ON THIS PROJECT. ASSEMBLIES, RESTRAINTS, ETC. ON THEIR PLANS. BOOTS, ETC. TEST HYDRANT, NO OTHER EFFECTIVE POINT WILL BE AND SPECIFICATIONS THERETO. STRUCTURAL REQUIREMENTS AND LIMITATIONS MAY BE ACCEPTABLE. 11. CAUTION: THE ENGINEER PREPARING THESE PLANS MORE STRINGENT THAN NFPA. NO ADDITIONAL 3, A SPARE WRENCH FOR EACH NEW SPRINKLER SHALL BE PROVIDED. 10. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES COMPENSATION FROM OWNER RELATING TO THE SPRINKLER TO AN APPROVED DUMPING SITE AND CLEAN ALL FIRE TO OR USE OF THESE PLANS. ALL CHANGES TO THE CONTRACTORS FAILURE TO CONSIDER AND COORDINATE 4. CABINETS SHALL BE ATTACHED TO WALL (OR ATTACHED TO UNI-STRUT THAT IS 3. FLOW TEST SUBMITTED FOR REVIEW MUST INCLUDE A PLAN SKETCH TO A TRUE REFERENCED SCALE PROTECTION WORK PRIOR THE PROJECT COMPLETION. PLANS MUST BE SUBMITTED IN WRITING AND MUST BE WITH THE STRUCTURAL ENGINEER AS IT RELATES TO LOAD, ATTACHED TO WALL) WITHIN THE FIRE RISER AREA AND ATTACHED IN A MANNER THAT INDICATING ALL NECESSARY UNDERGROUND PIPING, APPROVED BY THE PREPARER OF THESE PLANS. ALL CUT FASTENING METHODS, LOCATION ETC OF ALL SEISMIC ALLOWS FOR UNOBSTRUCTED OPENING OF CABINET. 11. PERFORM ALL WORK ACCORDING TO THE PROJECT LENGTHS, HANGER TYPES, HANGER LENGTHS, PIPE CONNECTIONS TO THE STRUCTURE WILL BE CONSIDERED. VALVES, ETC. TO THE POINT OF CONNECTION TO THE PHASING SCHEDULE FOR THIS PROJECT. PROVIDE ALL ROUTING, PIPE ELEVATIONS, AND EXACT HEAD LOCATIONS5. *CORRECT SPRINKLER LOCATIONS AND/OR QUANTITIES IS THE RESPONSIBILITY OF NEW SYSTEM. NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR SHOWN MUST BE FIELD VERIFIED BY THE SPRINKLER 24. AS PART OF THE OWNER'S CLOSE OUT DOCUMENTS, THE SPRINKLER CONTRACTOR. CONTRACTOR SHALL PLACE IN THEIR BID AS A SEPARATE 4. CONTRACTOR SHALL INCORPORATE A SAFETY FACTOR OTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO CONTRACTOR. THE SPRINKLER CONTRACTOR SHALL REVISE THEIR PLANS LINE ITEM EXTRA QUANTITY OF SPRINKLERS. COST OF EXTRA SPRINKLERS SHALL BE OF 10% OF STATIC PRESSURE (I.E. 60--PSI WILL BE A CONFORM TO THE REQUIRED CONSTRUCTION PHASE OF AND ISSUE AN "AS -BUILT" (IN COMPLIANCE TO NFPA 13) ACCOUNTED FOR AT TIME OF BID, CONTRACTOR WILL NOT BE AWARDED COST OF EXTRA THIS PROJECT. 12. THE ENGINEER OF DESIGN SHALL NOT BE SET TO COSTCO. AS -BUILT PLANS SHALL HAVE ALL 6.0-PSI REDUCTION) ON THE OBSERVED STATC AND RESPONSIBLE FOR THE SPRINKLER CONTRACTORS' FAILURE SPRINKLERS AFTER BID APPROVAL, UNLESS OWNER CHANGES INDICATE OTHERWISE. RESIDUAL PRESSURES AT TIME OF TEST WITH NO NOTES REMOVED THAT REFERENCE "CONTRACTOR TO 12. CONTRACTOR TO BE RESPONSIBLE FOR REPAIRING TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE VERIFY" ETC. AS THESE ARE INSTRUCTIONS TO THE REDUCTION OF FLOW RATE PER OWNER REQUIREMENTS. OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND WITH THE CONTRACT DOCUMENTS, NOR SHALL HE BE CONSTRUCTION. REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK OR SPRINKLER CONTRACTOR FOR THEIR SCOPE OF WORK. 5. IF OBSERVED STATIC PRESSURE IS LESS THAN THE CONSTRUCTION PROCEDURES FOLLOWED BY THE AS -BUILT PLANS SHALL HAVE CONSULTING/NRG 50-PSI, A MINIMUM OF 5.0-PSI REDUCTION (AS 13. CONTRACTOR IS TO PATCH ALL HOLES TO MATCH CONTRACTOR, OR SUBCONTRACTORS, OR THEIR INFORMATION REMOVED (EXCEPT FLOW TEST/PUMP TEST INDICATED ABOVE) SHALL BE TAKEN. IF OBSERVED ADJACENT SURFACES LEFT UNUSED AFTER EXISTING RESPECTIVE EMPLOYEES OR BY ANY OTHER PERSON AT DATA) FROM THEIR PLANS PRIOR TO ISSUANCE TO STATIC PRESSURE IS IN EXCESS OF 100-PSI A SPRINKLER PIPING OR EQUIPMENT TO BE REMOVED IS THE JOB SITE OTHER THAN THAT OF THE ENGINEERING COSTCO. 1 SET OF AS -BUILT PLANS SHALL REMAIN ON FIRE PROTECTION SITE MAP 0 MAXIMUM OF 10-PSI REDUCTION (AS INDICATED VACATED FROM THESE HOLES. FIRMS' EMPLOYEES. SITE AND PLANS, CALCULATIONS, ETC. SHALL BE ISSUED Cr ABOVE) SHALL BE TAKEN. TO COSTCO IN PDF FORMAT. 14. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING 13. OVERHEAD BRANCH -LINE PIPING SHALL BE _SCALE- 1164" 1 6. DATA SUBMITTED SHALL ALSO INCLUDE HHG (HIGH AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS INSTALLED INSIDE TRUSSES. PIPING MUST BE COORDINATED 25. AHJ REQUIRES COMPLETE SEISMIC CALCULATION AND HYDRAULIC GRADIENT) AND LHG (LOW HYDRAULIC THROUGHOUT THE PROJECT. AROUND FRAMING MEMBERS, AND PROPERLY INSTALLED. INSTALLATION FOR THIS PROJECT. GRADIENT) AS THIS WILL ACCOUNT FOR TANK LEVEL OVERHEAD MAIN PIPING SHALL BE TIGHT TO BOTTOM SAND SEASONAL CHANGES. THE HHG AND LHG ARE 15. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE CHORD OF BEAMS OR INSTALLED WITHIN TRUSSES. NO INCLUDED WITH THE MINIMUM AND MAXIMUM DEMOLITION SHALL BE LEFT IN SERVICE. REDUCTIONS AS INDICATED PREVIOUSLY. 16, ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO 7. UTILIZING EXISTING PLACARD SYSTEM DEMAND, THE END OF EACH WORKDAY. SYMBOLLEGENDr DESIGN CRITERIA INSPECTIONS REPORT OR OTHER MEANS DOES NOT CONSTITUTE AS A FLOW TEST AND PLANS WILL BE REJECTED WITH OUT FURTHER REVIEW. A TRUE FLOW SYMBOL DESCRIPTION OFFICES: TEST SHALL BE ACQUIRED AND/OR CONDUCTED, NO .20/1500, 130 SQUARE FEET MAX SPACING, 100 GPM EXCEPTION. - - - - - EXISTING MAIN/BRANCH-LINE PIPING INSIDE HOSE PROVISION AND 150 OUTSIDE HOSE TO REMAIN, TYP. - PROVISION, ORDINARY GROUP 11, PER 2013 NFPA 13, NEW MAIN/BRANCH-LINE/ARM-OVER SECTION 5.3.2 AND FIGURE 11.2.3.1.1 WITH TABLE PIPING TO BE INSTALLED, TYP. 8,622.1(B). -X-X-X- DEMO PIPE CONTRACTOR SHALL ENSURE HYDRAULICALLY MOST DEMANDING CONTRACTOR TO COMPLY WITH REQUIREMENTS NEW SPRINKLERS TO BE INSTALLED, OF NFPA 13, 2013 EDITION SECTIONS 23.4.3.1.1.4 AND TYP. 23.4.4.1.1.5 PER OWNER REQUIREMENTS, REGARDLESS OF DENOTES AREA OF WORK PER REVIEW ADOPTED REFERENCED 2013 EDITION OF NFPA 13. ALL OF EXISTING AS -BUILT PLANS NEW WORK SHALL BE CALCULATED, NO EXCEPTIONS. DEMO SPRINKLERS ■ EXISTING I" OUTLET TO NEW PENDENT SPRINKLER NEW MECH-TEE TO EXISTING LINE TO FEED NEW PENDENT SPRINKLER S FL-JIEETINDEX APPLICABLE CODES SHEEP BUILDING CODE, EDITION - NUMBER SHEET NAME INTERNATIONAL BUILDING CODE 2015 FP1.0 FIRE PROTECTION SITE MAP AND NOTES FIRE CODE: EDITION INTERNATIONAL FIRE CODE RECEIVED 2015 FP2.0 FIRE SPRINKLER DEMO AND PIPING PLAN NFPA STANDARD: CITY OF TUMVIL&ITION: FP3.0 DETAIL FIRE SPRINKLER PIPING PLAN AND NFPA 13 2013 TAIL JAN 30 2020 PERE41T CENTER BIDDING NOTE o THESE DRAWINGS ARE FOR COORDINATION AND BID CD PURPOSES ONLY. THEY ARE NOT FOR SUBMITTAL, FABRICATION OR INSTALLATION PURPOSES. SPRINKLER 6i CONTRACTOR TO PROVIDE COMPLETE SUBMITTAL DRAWINGS FOR APPROVAL. CONTRACTOR SHALL BE RESPONSIBLE FOR FABRICATION, MATERIALS LIST, INSTALLATION, ETC. AS REQUIRED TO COMPLETE THIS PROJECT. SUBMITTAL DRAWINGS TO BE UNDER SEAL BY AN ENGINEER LICENSED CC, TO PRACTICE LOCALLY. 400 COSTCO DRIVE TUKWILA, WA COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 Wv,fw.costco.com G F1 R E COISILTING 7511 Gree"ood Avenue, #600 Seale, WA98103 (206)789-0166 nrgfireconsulting.com OWNER REVISION AND DEPARTMENT RESPONSES SET RICHARD G. ANDERSON, III Cw#WEqghmflngTechWLeW3 NICETRA&t9.Nobe .. 123398 SO.: SpWW. 2M A.#AxWqS1gaawra:, tz-Q- 41 Date: 0112812020 � I DATE I DESCRIPTION 01. 14.20 GA SET ISSUANCE; OWNER REVIEW 01.16.20 PERMIT SET ISSUANCE 01.16.20 OWNER REVISION AND DEPARTMENT RESPONSES SET 93-0440-36 PM: S. PISONI DRAWN: M. RAD 01.14.2020 FIRE PROTECTION SITE PLAN AND NOTES IsnttlTurs I N FP■%# DENOTES AREA OF WORK SEE FP1.0 FOR ADDITIONAL INFORMATION, CONTRACTOR SHALL FIELD VERIFY EXTENT OF WORK PRIOR TO PROJECT BID. REMOVE EXISTING DROPS AND ANY OTHER LOW SPRINKLER SYSTEM PIPING IN THIS AREA As INDICATED AND CAP AT EXISTING OVERHEAD SUPPLY. NO PIPING SHALL BE ABANDONED IN PLACE. lid AI 1214 :4 r,--�_FFIRE SPRINKLER DEMO PLAN SCALE: 1/8" = T-O" NOTES: 1. EXISTING LOWER PIPING SYSTEM SHALL BE REMOVED AND CAPPED AT OVERHEAD CONNECTION. NO PIPING, SPRINKLER, HANGER, ETC. SHALL BE LEFT ABANDONED IN PLACE. 2. CONTRACTOR FIELD VERIFY EXTEND OF WORK. RECEIVED CITY OF TUKWILA JAN H 2020 PERMIT CENTER WE COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com NRG CONSULTING 7511 Greenwood Avenupi #600. Seaitle, WA98103 (206)789.0165 nrgfireconsulting.com OWNER REVISION AND DEPARTMENT RESPONSES SET /RIC:RARD G. ANDERSON, \III CstW Eqgkmdng Tachnidw, UM 3 NICETReqWdmNumbm 12M Exp[w SqWoftr 1, 2020 h&M4�g slp.e : Date: GIMM20 Ll DATE IDESCRIPTION 01.14,20 CIA SET ISSUANCE; OWNER REVIEW 01.16.20 PERMIT SET ISSUANCE a 01.16.20 OWNER REVISION AND DEPARTMENT RESPONSES SET 111-0440-3 PM. : . S. P'"I DRAWN: M. RAD 01.14.2020 m ow Q�L 400 COSTCO DRIVE TUKWLA, WA COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com N R G F$rl E CO HSU LT ING 7511 Greenwood Avenue,,4600 Seattle, WA 98103 (206) 789-0165 nr9fireconsulting.com /RICHARD G. ANDERSON, Ill CwM DvhWng Thdft, Ud 3 NICET It N=W. 123360 5- SepMbw1,2620 kth.Wg Sipb.. D.te: 01126l2020 L I DATE 14.20 QA SET ISSUANCE; OWNER REVIEW 16.20 PERMIT SET ISSUANCE 16.20 OWNER REVISION AND DEPARTMENT RESPONSES SET 93-0440-36 PM: S. PISONI DRAWN: M. RAD 01.14.2020 NEW FIRE SPRINKLER PIPING PLAN AND DETAIL SHEET 3 OF 3 FP3.u"