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Permit D19-0137 - HOMEGROWN - TENANT IMPROVEMENT
HOMEGROWN 841 SOUTHCENTER MALL D19-0137 Parcel No: Address: �~^�xx � Tukwila ~~�~� ��n n K�x�w�Koa Department of Community Development *3uuoout"centerBoulevard, Suite #1uw Tukwila, Washington 9818B �~ n�""e'�o�'u��'q��o ''----- '--~-'~ Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: 8415OUTHCENTERMALL Un|t53Z Issue Date: Permit Expires On: Project Name: HOMEGROWN Ol9'O137 6/6/lO19 lJ/3/ZO19 Owner: Contact Person: Name: Contractor: License No: Lender: Name: VVE6TF|ELDPROPERTY TAX DEPT POBOX 13O94O'Q\KLSBAD'WA, 92013 K4A|)HOFFMAN lZOLAKESIDE AVE, SUITE 3lO' SEA ||LE,WA, 98122 WILCOX CONSTRUCTION INC Z945THAVE S,EDK4ONDS,WA, 9802O'3425 BONDBYGC "I Phone: (425)7744I85 Expiration Date: 12/10/2019 DESCRIPTION OF WORK: INTERIOR, NON-STRUCTURAL TENANT IMPROVEMENT TO EXISTING RETAIL SPACE #5132 AT SOUTHCENTER MALL, Project Valuation: $300,000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: Type ofConstruction: 118 Electrical Service Provided by: TUKvV|LA Fees Collected: $5,593.91 Occupancy per IBC: M Water District: TVKW|LA Sewer District: TUKvV|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: [hanne||zadon/5tdpinO: [urh[ut/Acces$Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OversbeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Sigenaty Volumes: Cut: O Fill: O Number O |hearbycertify that | have read and examined this permit and know the same tnbetrue and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance ofwork. |amauthorized tnsign and obtain this development permit and agree tothe conditions attached tnthis permit. Date: This permit shall become null and void if the work bnot commenced within l80days for the date ofissuance, orif the work is suspended orabandoned for aperiod ofl8Odays from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT [ONDOlON5**~ Z: work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval, 3: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. A5CE7'Chapter ll 5: Partition walls shall not betied toosuspended ceiling grid, All partitions greater than 5feet inheight shall be laterally braced to the building structure. Such bracing shall be independent o(any ceiling splay bracing. G: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior *nopening urdoing any food processing. Arrangements for final Health Department inspection shall bpmade bycalling Seattle/King County Department nfPublic Health, (1'8O0-3ZS'5l65emg'566)'atleast three working days prior tndesired inspection date. Onwork requiring Health Department approval, itis the contractor's responsibility to have a set of plans approved by the agency on the job site. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet|nheight shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed inthe State ofWashington. Periodic special inspection isrequired during anchorage ofstorage racks 8feet orgreater inheight. 9: There shall benooccupancy nfahui|dinQund|fina|inspectionhasbeenconnp|etedandapprovedby Tukwila building inspector. No exception. lO: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. ll: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (20643I'3670). lZ: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, oran approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances cfthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/43]-3§7O). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6)43O-B3O I700 8U|L0NGF|NAL~* 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING Parcel No: Address: K~^�x» ^�� Tukwila �°�~n ��n " ��m`��Uoa Department of Community Development 63O0SmuthcenterBoulevard, Suite #1V0 Tukwila, Washington 9A1O0 Phone;3n6'431'3670 Inspection Request Line: ZD6'4]8'935V Web site; http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: DI9'0137 841SDUTM[ENTERMALL Unb5]2 Issue Date: 6/6/2019 Permit Expires On: 12/3/2019 Project Name: HOMEGROWN Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: WESTFIELD PROPERTY TAX DEPT POBOX l3O94O,CARLSBAD WA, 92013 yNATTMOFFMAN 1JULAKESIDE AVE, 5UITE31U. 3EATTLE,WA, 98lZ2 OWNER AFFIDAVIT MATTHEVV HOFFMAN ''' BOND BY GC ''' Phone: (206)491'9532 Phone: Expiration Date: DESCRIPTION DFWORK: INTERIOR, NON-STRUCTURAL TENANT IMPROVEMENT TO EXISTING RETAIL SPACE #532 AT SOUTHCENTER MALL. Project Valuation: $30000000 Type ofFire Protection: Sprinklers: YES Fire Alarm: Type ofConstruction: 118 Electrical Service Provided by: TUKWILA Fees Collected: $5,593.91 Occupancy per IBC: K4 Water District: 0KW|LA Sewer District: TUKVV|LA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 20152015 2015 2015 National Electrical Code: WA Cities Electrical Code: YVA[296-468: y Code: Public Works Activities: Channel izadon/Sthping: [urbCut/\oces$Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Mau|in8/OveoizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signat Volumes: Cut O Fill: O Number 0 / � � /� �� Date: .~ -��� � / I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree tnthe conditions attached tothis permit. Signature: ' Date: /- zo(uf phntNamp: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: `BUILDING PERMIT OJND000NS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval, ]: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. AS[[7,Chapter lI 5: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet |nheight shall be laterally braced tothe building structure. Such bracing shall be independent ofany ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior toopening nrdoing any food processing. Arrangements for final Health Department inspection shall bemade hycalling Seattle/King County Department ofPublic Health, (l-80O325'GI65ext9'56G)'atleast three working days prior todesired inspection date. Onwork requiring Health Department approval, itis the contractor's responsibility to have a set of plans approved by the agency on the job site. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage orbracing shall be prepared by registered professional engineer licensed inthe State ofWashington, Periodic special inspection isrequired during anchorage ufstorage racks 8feet orgreater inheight. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. ID: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement, 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZUG43l'367O). lZ: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: VALIDITY OFPERMIT: The issuance urgranting ofapermit shall not beconstrued tobeapermit for, oron approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila, Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid, The issuance cfapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZO6/43I'J670). PERMIT INSPECTIONS REQUIRED penn)t Inspection Line: (3D6)43;g35O 1700 BU|LD|NGF|N4L" 0409 FRAMING 0606 GLAZING 050I LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKCA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe No. ITi - 0 3-7 Project No. Date Application Accepted: Date Application Expires: 1. 2-1-4- (For ojice use on ) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 841 SOUTHCENTER MALL Tenant Name: HOMEGROWN King Co Assessor's Tax No.: 920247001000 Suite Number: 532 Floor: 1 PROPERTY OWNER Name: WESTFIELD, LLC Address: 2800 SOUTHCENTER MALL City: SEATTLE State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: MATT HOPI-MAN Address: 120 LAKESIDE AVE, SUITE 310 City: SEATTLE State: WA Zip: 98122 Phone: (206) 491-9532 Fax: Email: man.hoffinan@eathomegrown.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: Yes El ..No ARCHITECT OF RECORD Company Name: GRAHAM BABA ARCHITECTS Architect Narne: MAID SCHMIDT Address: 1507 BELMONT AVE, SUITE #200 City: SEATTLE State: WA Zip: 98122 Phone: (206) 323-9932 Fax: Email: maki@graharnbaba.com ENGINEER OF RECORD Company Name: TES ENGINEERING Engineer Name: KATIE RUSSO Address: 25760 FIRST STREET City: CLEVELAND State: OH Zip: 44 45 Phone: (440) 871-2410 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Bond by GC (TBD) Address: City: State: Zip: H:\Applications \Forms -Applications On Line \20Il ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMA 206-431-3670 Valuation of Project (contractor's bid price): $ 300,000 Describe the scope of work (please provide detailed information): IN I BRIOR, NON-STRUCTURAL TENANT IMPROVEMENT TO EXISTING RETAIL SPACE #532 AT SOUTHCENTER MALL Existing Building Valuation: $ Will there be new rack storage? .....Yes VI.. 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 Is" Floor 553,580 1,609 2-B M 2nd Floor Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage AttachedCo DetachedC o 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? 21 Yes 0 No If "yes", explain: Mi (RETAIL) TO B (RESTAURA FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinlders Automatic Fire Alarm None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? fl Yes D 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. HAApplications \Forms -Applications On Line \2011 ApplicationsTermn Application Revised - 8-9-11.docx Revise& August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF IATION - 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila0 ...Water District #125 ...Water Availability Provided Sewer District 0 ...Sewer Use Certificate 0 ...Valley View 0 ...Sewer Availability Provided El Highline .. Renton .. Renton El Seattle Septic System: O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 1] ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond .. Insurance El.. Easement(s) Proposed Activities (mark boxes that apply): ..• .Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ...Total Cut 0 ...Total Fill Ill ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ..• .Frontage Improvements fl ...Traffic Control ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards 0 ...Permanent Water Meter Size... ..▪ .Temporary Water Meter Size .. 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public p ...Water Main Extension Public 11 El Geotechnical Report 111 .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance .. • Work in Flood Zone .. • Storm Drainage .. • Abandon Septic Tank .. ▪ Curb Cut .. ▪ Pavement Cut .. ▪ Looped Fire Line 11 WO # .. • Grease Interceptor • Channelization .. • Trench Excavation .. Utility Undergrounding WO # WO # 0 ...Deduct Water Meter Size 0 Private 0 111 Private 0 17 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: Water Meter Refimd/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HAApplicalions\Forrns-Applications On Line \Zit I Applications Terinit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — C Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed arid is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Emily Yee Mailing Address: 2800 Southcenter Mall Date: 04/19/2019 Day Telephone: (773) 372-0565 Seattle WA 98188 City State Zip HAApplicationaomis-Applications On Line \2011 Applicatioriaerrnit Application Revised - 6-9-11.does Revised: August 2011 bh Page 4 of 4 Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY I PAID $72.10 D19-0137 Address: 841 SOUTHCENTER MALL Apn: 9202470010 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 TOTAL FEES PAID BY RECEIPT: R18433 $72.10 Date Paid: Wednesday, August 28, 2019 Paid By: MATTHEW HOFFMAN Pay Method: CREDIT CARD 028015 Printed: Wednesday, August 28, 2019 10:01 AM 1 of 1 <0. SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $3,464.62 D19-0137 Address: 841 SOUTHCENTER MALL Unit532 Apn: 9202470010 $3,464.62 DEVELOPMENT $3,300.83 PERMIT FEE R000.322.100.00.00 0.00 $3,275.83 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $163.79 TECHNOLOGY FEE R000.322.900.04.00 0.00 $163.79 TOTAL FEES PAID BY RECEIPT: R17821 $3,464.62 Date Paid: Thursday, June 06, 2019 Paid By: HOMEGROWN Pay Method: CHECK 2340 Printed: Thursday, June 06, 2019 10:30 AM 1 of 1 SYSTEMS Receipt Number R17482 DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $2,129.29 D19-0137 Address: 841 SOUTHCENTER MALL Apn: 9202470010 $2,129.29 DEVELOPMENT $2,129.29 PLAN CHECK FEE R000.345.830.00.00 TOTAL FEES PAID BY RECEIPT: R17482 0,00 $2,129,29 $2,129.29 Date Paid: Wednesday, April 24, 2019 Paid By: HOMEGROWN PARTNERS Pay Method: CHECK 2132 Printed: Wednesday, April 24, 2019 3:12 PM 1 of 1 Y TEMS COTUKWILA ETRAKIT 6200 SDUTM[[NTER BLVD TUKWILx' WA 98188 205'433'1870 CITY OF TVKWILA 0017340008802374464500 Date: 88/28/2019 10:0I23 AM CREDIT CARD SALE V-'r S A CARD NUMBER: **********4644 K TRAN AMOUNT: $72.18 APPROVAL [D: 028015 K�--CVRD #: 008 CLERK ID: kanUacc 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 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 Permit inspection Request Line (206) 438-9350 Dl4- O/3 7 670 Project: nOrrie �ro W TYPS.Q P (ap- t �,.. Address: Sqf l So ugliv (,4 L L Date Called: Special Instructions: , Date Wanted: Ze a.m. p.m. Requester: Phone No: proved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: d:20 REINSPECTION FEE REQUIRED. Prior to next inspection fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: l ype Ins�r 'cc Ion: riAi-ri-Z__ e6retv A dress: Date Called: Specia Instructions: Date Wanted: ld Z a.M. P.m. Z1• Requester: Pho e No: proved per applicable codes. Corrections required prior to approval. COMMENTS: tC -icAr 2-,-eve+s fiA/4e.,_ /ems fv-c- c7`�roL Inspecto Date: REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P o ct: Type of Inspection: 2 r s : • Date Called: Special Instructions: Gate Wanted: /19 �,/ `-7 a.m. p.m. Requester: Phone No: JApproved per applicable codes. Corrections required prior to approval. IlInspec Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. blqe- 013 ON NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit (206) 431-3670 .. Project. genvi P,74 Type ihspecton: .- Address' ©©''"77 Date Called: SPet ial Insru tir ns: Date Wanted. *',-'mot,' p.rn• Requester: Phone No: :CO nspecto d per applicable codes. Corrections required prior to approval. REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit NSPE • N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro"e : A))y"` `Type lnspectio : dress: Date Called Special instructions: Da Yitan t d: a..m. p.m. Phonre N proved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD INSPECTION NO. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Address: �LUi''ir Special Instructions: Date Y'Vanted: a.m. p.m., Requester: Phone N©: proved per applicable codes. MENTS. REINSPECTION FEE RE( da l at 6300 Southcenter Corrections required prior to approval. UIRED. Prior to next inspection, fee must be lvd.. 'te 100. Call to schedule reins a on. Ov1, 1 iliot,411) CV 3 1,. N RECEIVEC CITY OF TUKV AUG 13 201' PERMIT CEN FILE rREVIEVVED FOR CODE COMPLIANCE .... APPROVED , : AUG 27 2019 City of Tukwila INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:4 in e 6r-v W41 Typtlz c on: I PA Address: f/I&r tl,4LL. Date Called: Special Instructions: Date Wanted: d a.m. p.m. Requester: Phone No: proved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto&car REINSPECTION FEE REQUIRED. Prior to next insp ction, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Harbor Consulting Engineers, Inc. STRUCTURAL ENGINEERING CALCULATIONS for the WESTFIELD SOUTHCENTER HOMEGROWN TENANT IMPROVEMENT 2800 Southcenter Mall Tukwila, WA 98188 12 Anil Note: See the index page following this cover sheet for applicability REVISION NO 3316 Fuhrman Avenue East Suit 9 August 2019 Prepared for: HOMEGROWN PARTNERS, LLC Contact: Mr. Matt Hoffman 120 Lakeside Avenue Suite 310 Seattle, WA 98122 Tel: (206)-491-9532 Prepared bv: Harbor Consulting Engineers, Inc. 316 Fuhrman Avenue East Suite 250 Seattle, WA 98102 attl FILE )f thRairIEWEDi.FOR CODE COMPLIANCE APPROVED AUG 27 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 13 2019 PERMIT CENTER 7 • Facsimile 206.709.2398 Harbor Consulting Engineers, Inc. INDEX TO STRUCTURAL CALCULATIONS: ITEM: PAGES: Sliding Door Support Framing Design Sliding Door Support Hanger Design Canopy Framing Design Hot Water Heater Seismic Design Index D1 — D2 HI. — H4 Cl — C4 El — El 3316 Fuhrman Avenue East Suite 250 • Seattle, Washington 98102 • Telephone 206.709.2397 • Facsimile 206.709.2398 .5v/PPORr ee,1-61 4T ..rcipfni 4 pave e)E/1779; L 0 '- 0 " 1,1/ /2.1 1t4e Z5P.fc ("7 5) Z ..Pwr-ve C.Ari-app y ciotx f 2/4300) Verl 8 -e _ - 2- OW. az /0 = 5-4 r13 „Tx= /93,1t741‘ A fb / 50 Ft/ /CX/04/2-r1 B Z100 z 7:7 < To-i 3 / /.30 3(j090) 60( A 3-7, / 7,1 2- /0): 5(zi ) /o) t/72-G lz e.r 35 /C)4/ , 040 U.SE 6,x i7/7:: Arv, oi /58571 7 5 7 /01 T L //1/ < .1.7e)Or? Cetivo P kvsr hom&ROkViv By: Date: 40.5.,7ohicv.froiv P.RAA4w6, Checked: Date: HARBOR CONSULTING ENGINEERS, INC. 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Seattle, Washington Phone: (206) 323-6000 www.harborengineers.corrt Scale: Sheet: H / / / ' Car.' 7 /1,/ vot) .PE5/4r H/4/V4k7 ve•/) d'pe Ar/ r'C) AO' C;Ne"R1 -r P ,s' Oh( 0,0 ..cr-,4‘' ig.e'A-ni /5 WIC xT a rk27 C/Tv/ p / 4.57/4 7-,A7fvg--R .57-7QV4i;) Ppi/ E S re, " r .9 4 U 7 1' VVk (2..f 1/4-vi TX:‘' 7 f5(43e-/Tril 4,t7n-F" TRy t P 59A Re' r,rze-\.er $7.1-p W5 7- A/ 0 44 E‘ Al 1,0 By Date: ,„"r0v5i-o"/ 7/iftv4" Checked: Date: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: PZ/ /1‘t BEAM CLAMPS FOR 1Y8" (41 MM) WIDTH SERIES CHANNEL 1 P1648 S thru P1653 S Continuous Weld (22.2) Tapped Hole Size A 2 1/2" (63.5) Set Screw Size C Included For beams under Ye (22.2) thick flange. 2 1/2" (63.5) Part Number Weight/C Design Load In In mm In In mm Lbs kg Lbs kN P1648 S 1/4 - 20 1/2 3.2 3/6 x 11/2 7/ii 22.2 67 30.4 650 2.9 P1649 $ 3/16 - 18 Vs 3.2 3/9 x 11/2 1/2 22.2 67 30.4 650 2.9 P1649 AS 3/e - 16 V3 3.2 Ye x 11/2 1/2 22.2 67 30.4 650 2.9 P1650 S % - 16 3/16 4.8 1/2 X 11/2 13/16 23.8 100 45.4 1100 4.9 P1650 AS ½ - 13 3/16 4.8 1/2 x 1 'h 15/16 23.8 100 45.4 1100 4.9 P1651 S 1/2 - 13 1/4 6.4 1/2 x 11/2 3/1 23.8 130 59.0 1600 7.1 P1651 AS % - 11 1/4 6.4 1/2 x l'/z 15/16 23.8 130 59.0 1600 7,1 P1652 S 5/E3 - 11 5/16 7.9 5/5 x 11/2 15/16 33.3 160 72.6 2400 10.7 P1653 S 3/4 - 10 5As 7.9 5/s x 11/2 15/16 33.3 160 72.6 2400 10.7 P2398 S P2401 S P2403 S Continuous Weld Set Screw Size C Included 3 3/5" (92. I ) Tapped Hole_ Size A For beams between 3/4" (19.1) to 15/8" (41.3) thick flanges. Part Number Weight/C Design Load In In mm In In mm Lbs kg Lbs kN P2398 S 1/4 - 20 Ye 3.2 3/5 x 2 121/32 42.1 log 49,4 800 3.6 P2401 S % - 16 3/1s 4.8 1/2 x 2 111/45 42.9 156 70.8 1300 5.8 P2403 S 1/2 - 13 1/4 6.4 1/2 x 2 111M 42.9 201 91.2 1900 8.5 Nammeollgoisa` /-/.3/1i-f BEAM CLAMPS FOR 15e." (41 MM) WIDTH SERIES CHANNEL UNISTRUT P1654 A thru P166 A For beams under 7/5" (22.2) thick flange. Prep Q5iP,Qt P1654 A & P1655 A fiRt-' r74/Ir ,ebe P1656 A thru P1661 A RETAINER STRAP 12 Gage .7/16" (tut) Hole Strap Part Number Flange Width WeighVC Beam Clamp Used With In mm In mm Lbs kg P1654 A 6 152.4 7 177.8 25 11.3 P2675 P1655 A 9 228.6 10 254.0 34 15.4 P2675 P1656 A 6 152.4 9 228.6 35 15.9 P1648 S Thru P1657 A 9 228.6 12 304.8 47 21.3 P1651 AS, and P1658 A 12 304.8 15 381.0 59 26.8 P2398 S Series P1659 A 6 152.4 9 228.6 33 15.0 P2676 P1660 A 9 228.6 12 304.8 4-5 20.4 P2676 P1661 A 12 304.8 15 381.0 57 25.9 P2676 (22.2) P1271 S 1 5/8" (41.3) 1/2" - 13 X 11/2 Set Screw Included 7/8" (22.2) (9.5) 2 Holes 9/16" (14.3) Dia. Design Load Each 500 Lbs (2.2 kN) Use in Pairs Only Wt/C 95 Lbs (43.1 kg) P1796 S 1/2" - 13 X 11/2" Set Screw Included 7/8e For channel height We" (41.3), Wt/C 91 Lbs (41.3 kg) Design Load Each 480 Lbs (2.1 kN) Use in Pairs Only HI/H-7 C*r' "P y sW- ... syETinv 4 ca S)Tiw Ls = 9 (5so c v F© z3 Pot,/ sP4fvl ZoPsPi = 2 SPff i F1 Ec SON r. 18sE£ 677 ©, 9 (33c)t)) ISs )r/o `f ©.aoi-7 0, ©z8 3 0, o o/7 /. f ,494K 2. 4 / 1-07 - /eeri� F4Es<- Arvs►,--1s,r 23.. C Coif rye ,1E 1 r+wr= A-c 77 It-CGe7rAS 1.E ° p USC Tip / / cj,4 v4 E (o, / / 9 -‘ Th 77-1/G/./ 57E-, SL/EeT/N VVS T /--/OMB G,Ro w,v r. Z. By: Date: ns ,3--tw vsy-cry 3©A 'f9 iN Checked: Date: If/ Se27 /© Ailry /9 uc nc HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: c /c ..Pe S./ "-I 7-ly R•el-ree /2,4FTefe C4-4e?py Rpor _cv-pricryel- 6063 -7C Al.uAt 11512/2 xeYe L = 7f-cft (/0/91,c a4vpsf) s,0 Vntrtirj c5REQ142 .12 8 G-E----C-17 /50#4 z/z —' /2656 8 50 (75) /Z- 656 C06.3 -76 J`t It 5= /d3 c, A =2,O M 3 0 8'f 1,7 3 < = 5 rq 3 70fr 51/11.1 5(/50)/7Z 5 iKoir _ c• 62 i4 T VJ E GoC 3 - T A um/ /v u Ai i7/55. 2)„ Zs/ u. IA? S wsr HOME ,E)01/1/A/ By: Date: ,r0A//115r0"/ gofroPie 1/9 F—RAMIA/4 Checked: Date: Qwsz7;/241,4-y'/9 HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: C Z/ C47 L, 9 Io/e P="-o /(75)) 5�e 3 rrntrx. = 202, M>moc, _ 1 9©. Mm V(/k) F6 svPP� 'T , 4-fi2 r A- 7- ,s,atr-J 5GQ3 201 1 �9 /3 p(/2.) 1,S/i,,3 //a© 0 C W ITN In 9 SEE 6) /-T6 ALVM 115j 5 2.35 to 29© 0 a Uf G o / - ,4L vM / Iv v /V7 1/ sr Ix 2 K '/g ,e,k-/Y! /' l E .,oYvt/ T, L By: Date: P5. .70NN.TT'v 30, �iP /v1//'vG' Checked: Date: . rV ; G mAy HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Rev; J 2lr747'/i Scale: Sheet: C3 / C.1 DES/ 4 N 7 1P/ COLUMN; i 1= j/oPsf t 20 'F%( 25-1/ �' $3 ,!j 9 ) ( 2 �Y J/„�`,S' 4 cia Goy,,. ,,1 f+J cc = r ©0as/ 0,-726 Z3( -Az r , 8 g3 /,27 0 UJE /l55 2 (3r1g)2 (”xeoCl 7 5-v pr'der Posrs It3 /l/,S /73 c, /11,5. 12 (3411,1 Z 2 9 x/© c 2 3 (/73) Z - 6,6SPs; /-/$f 2 x 2 K VAAs0o 5- o..6487,73 I= o,c-c8rnf A _ 4 27 re, z I"= 0,724in Wsr HOME,e:7wN 77 Z, By: Date: D5, .1'roiv 3o4'i9 Checked: Date: �C V/..C'e? /O,WAy //� HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: (g /C7 •J'eri cL. c77 ie c fe,/2 I'v41-7-1z;e2 c,g-r P rr -c=172/77 i/Vp 9 I'S h it h(tifik) - t_ev 5/ 3 04..re At / 3 - ff a Pr) a lc ii,o) 0,o) (94 ) (Zs\ 0 / CL a Z-4E, c, (Ay 5,03t L-061? c7,°' E- V47 7 r%) F#9 0, 3 z 0,3 (z0)0, 02 ,9qe# °' Pe0,J'") Z 0 7 -ro)sndi 7.01-41- . 2 VVP 18 9 verZ -r 0 3 3 EV/4 /-vAr 7 1--/E---/41-7 -57-A-23/ . C), G C O,4- C/e),.! Z 9 ir moxr 3 6 -RLC F),, ZO7 00, - g } 4. 133(22,12) 07 — Z 07 (Z115) 4- 1R /57 It z- Zo7 z - /P 94f3-4-)) .Z: By: Date: oC? ..70HrJJ7-oeN / 2 eel--,r "/9 110r 1/17,01- 7? '4i) Checked: Date: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: E./ Interior Lighting - Space -By -Space Method 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 LTG-iNT-SPACE issanjII,RLRe-.Nov 2 17 Project Title: Homegrown at South Center Mall 1'NV" k•st-s•-inii For BARilkkjiarki &Use MAY 2 0 2019 City of Tukwila Calculation Area ""'" 0 New Construction 0 Addition - 0 Addition 0 Spaces where < 50% of 0 Spaces where a 50% of 0 Spaces where the e LPA Calculation Type • Standard 0 Additional Efficiency Package Option C406.3 Reduced Interior Lighting To comply Kith C406.3, the Proposed LPD shall be 25% loner than the Target LP . B Refer to C406.3 for additional requirements. UM G DIVISION Maximum Allowed Lighting Wattage ' Location (plan #, room #) Space Type Ceiling Height NME 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Alowed (watts/ft2 x area) Dining area Dining area: Bar/lounge/leisure dining 12 805 0 .860 692 Kitchen area Food preparation 11 842 0 .790 665 - -C.. ;7- , ,, - ,, , s, -,.;:i L_• i _. _ RECEIVED CITY OF TUKWILA My?" Arylli5hilpinplay Allowance from LTG-INT-DISPLAYNIME8 Total Area Retail Display 1647 LTG-INT-DISPLAY Allowed Watts Allowance from 1358 4 PERMIT CENIER Proposed Lign g wattage"°T" Location (plan #, room #) Fixture Description NUT 4. 5' 6 Number of Fixtures Watts/ Fixture 14°7E 7 Watts Proposed Dining area P1 9 42 378 R1 19 11 209 Kitchen area F1 6 50 30 0 T1 VIA 3A CURRENT LIMITER 1 360 360 Proposed Retail Disp ay Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts ., 1247 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category from drop donmenu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (ff included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires Kith screw -in lamps, enter the manufacturer's listed maximum input menage of the fixture (not the lamp Kettage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/bustney systems, enter the larger of the attached luminaire wattage or 50 netts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allonence is independent of the Maximum Attained Lighting Wattage. Enter all proposed lobby art/exhibit display fixtures in LTG-INT-DISPLAY form only. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Alloned Lighting Wattage table. If building addition Kill comply as combined Kith the overall existing building lighting systems, include all applicable existing Space Types and cross interior areas. T) D Lighting, Motor, and Electrical Permit Checklist,Pg. 1 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Homegrown at South Center Mall Date 4/10/2019 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS Yes C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken E1.0 NA C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters NA C405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception Yes C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specific application it serves E1.0 Yes C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior light reduction controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls E1.0 Yes C405,2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor, time switch or digital timer switch) for all lighting zones:,_ E1.0 ____ _ _ Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies NA C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; Indicate whether occupancy sensor controls are configured to be manual -on, automatic 50%-on, or serve a space eligible for automatic 100%-on per exception _ _ NA C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% Yes C405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. E1.0 Yes C405.2.6 Digital timer switch Indicate digital timer switch control includes: manual on/off, time delay, audible and visual indication of impending time-out E1.0 NA C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; Indicate toplight daylight zone areas on plans, include sq. ft.; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) NA C405.2.4 Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of ratedEmer; Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone NA C405.2.5 Additional controls - Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section NA C405.2.5 - Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Homegrown at South Center Mall Date 4/10/2019 The foliowing information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NA C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room NA C405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under -shelf or under -cabinet lighting NA C405.2.5 - Item 5 Indicate on plans eligible non -visual lighting applications, include sq. ft. area of each lighting_control zone; Lighting for non - visual applications Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting within the same space; _applications Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control Yes C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal ancemergency_ means of egress illumination;_ Provide calculation of lighting power density of total egress lighting; E1.o _ _ _ _ _ _ _ _ _ If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; _ _ _ _ Indicate method of automatic shut-off control NA C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; _ _ _ _ For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For all other exterior lighting, indicate automatic controls shut off lighting as a function of available daylight; include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NA C405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.5.2 NA C405,2.5 (listed after C405.2,7) Area controls - Master control switches and circuit l power imit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% ADDITIONAL EFFICIENCY PACKAGE OPTION - ENHANCED DIGITAL LIGHTING CONTROLS NA C406.4 Enhanced digital lighting controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Homegrown at South Center Mall Date 4/10/2019 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY Yes C405,4.1 C405.4.2 Total connected interior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture;_______ E0.3 Identify spaces eligible for lighting r-Tovr—exemption on plans _ and in compliance forms; indicate the exception applied; , _ _ _ Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently Yes C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per side) E1.0 NA C405.1 Lighting in dwelling units - lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). Interior Lighting Power Calculation - Indicate compliance path taken No C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area; identify locations of building areas on plans Yes G405.4.2.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage; identify locations o space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable SEPARATE SHEETS ADDITIONAL EFFICIENCY PACKAGE OPTION - REDUCED INTERIOR LIGHTING POWER DENSITY NA C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 25% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method NA C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in interior fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option) EXTERIOR LIGHTING POWER & EFFICACY NA C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturers rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Lighting, Motor, and Electrical Permit Checklist,Pg. 4 LTG-CHK 2015 Washington State Energy Code Compliance Forrns for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Homegrown at South Center Mall Date 4/10/2019 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING ALTERATIONS NA C503.6 Interior and parking garage lighting fixture alterations Where 50% of existing luminaires in interior space(s) or parking garage are replaced; indicate compliance path (building area or space -by -space method); include all new and existing -to remain luminaires in compliance form (LTG-INT-BLD or LTG- INT-SPACE); indicate proposed lighting wattage does not exceed maximum allowed per compliance path — -- — Where < 50% of existing luminaires in interior space(s) or parking garage are replaced; indicate total existing lighting wattage in each space prior to alteration; include all new and existing -to -remain luminaires in LTG-INT-SPACE form; indicate proposed total lighting wattage in alteration area does not exceed total existing lighting wattage prior to alteration NA C503.6 Exterior lighting fixture alterations Where ? 50% of existing exterior lighting wattage is replaced; include all new and existing -to -remain luminaires in LTG-EXT form; indicate proposed total exterior lighting wattage does not exceed maximum allowed Where < 50% of existing exterior lighting wattage is replaced; indicate total existing lighting wattage prior to alteration; include all new and existing -to -remain luminaires in LTG-EXT form; indicate proposed total exterior lighting wattage does not exceec total existing wattage prior to alteration NA C503.6 Interior lighting wiring alterations Where new wiring is installed to serve new interior luminaires and /or luminaires are relocated to a new circuit; indicate lighting controls are provided (as applicable) - manual (C405.2.3); occupancy sensor (C405.2.1); daylight responsive (C405.2.4); specific application (C405.2.5); exit signs (C405.3) NA C503.6 Exterior lighting wiring alterations Where new wiring is installed to serve new exterior luminaires and /or luminaires are relocated to new circuit; indicate exterior lighting controls are provided (C405.2.7) NA C503.6 Lighting panel . alterations Where a new lighting panel is installed or an existing panel is moved (all new raceway and conductor wiring); indicate lighting controls are provided (as applicable) - same provisions as wiring alterations; time switch controls and manual light reduction controls (C405.2.2) NA C503.6 Interior space reconfiguration Where interior space(s) is reconfigured (permanently installed walls or ceiling -height partitions); indicate lighting controls are provided (as applicable) - same provisions as lighting panel alterations NA C504.2 Lighting repairs Identify existing luminaires being upgraded with bulb and / or ballast replacement; indicate fixture alteration does not increase existing fixture wattage NA C505.1 Change of space use Identify spaces on plans where the building area type or space use type is being changed from one type to another per Tables C405.4.2(1) or (2j Indicate compliance path (building area or space -by -space method); include all new and existing -to -remain luminaires in compliance form (LTG-INT-BLD or LTG-INT-SPACE); indicate proposed lighting wattage does not exceed maximum allowed per compliance path RECEPTACLES NA C405.10 Controlled receptacles Identify all controlled and uncontrolled receptacles on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; Indicate on plans whether the method of automatic control for each controlled receptacle zone is by occupant sensor or programmable time -of -day control Lighting, Motor, and Electrical Permit Checklist, Pg. 5 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Homegrown at South Center Mall Date 4/10/2019 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION NA C405.6 Electrical transformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken NA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter NA C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied NA C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA 644; automatic controls are configured to reduce operational speed to the minimum perrnitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (Cx) NA C408.3 Scope of electrical power and lighting systems commissioning Indicate that all electrical systems (receptacles, transformers, motors, vertical and horizontal transportation) for which the WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned; Where total building lighting load is > 20 kW, or where total lighting load of luminaires requiring daylight sensing and / or occupancy control > 10 kW, indicate that all automatic lighting control systems are required to be commissioned; or provide building lighting power calculation demonstrating eligibility for exception; NA C405.13 C408.1.1 C408.1.2 C408.1.4.2 C103.6 Commissioning requirements in construction documents Indicate Cx requirements in plans and specifications for all applicable electrical and lighting control systems per C408; Include general summary with at minimum Items 1 thru 4 of the Cx plan per C408.1,2 including: narrative description of activities, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per C103.6, and conflict of interest plan (if required); Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.2) shall be completed by the Certified Cx Professional and provided to the owner prior to the final electrical inspection NA C408.3.1 Functional performance testing criteria Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existing -to -remain systems PROJECT CLOSE OUT DOCUMENTATION NA C103.6.3 Project close out documentation requirements Indicate in plans that project close out documentation is required including WSEC lighting compliance forms and calculations that document all interior and exterior lighting area and / or surface types, lighting power allowances and installed densities If "no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical SummaryMECH-SUM 2015 a hington State Energy Code Co diance Forms for CommercialBuildings including R2 & R3 avor 3 stories and all R1 I k,17.-V 1 ..:RevLseirJariEry 2017 Project Information Project Title: Homegrown Southcenter CQ cc;,,-j4/22/.20 si s s•-totlik.,t Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. F or paldplittg in Company Name: Homegrown Southcenter Company Address: 841 Southcenter Mall MAY 2 0 2019 Applicant Name: Homegrown Applicant Phone: 206-491-9532 city Tukwjfa Project Description Briefly describe mechanical systems in of Eli New Building 0 SuAlir3)FLAIdayiii-nD E Tenant Improvement Esyste stilLDNeyttmatotki the text box provided 0 Total Bldg Performance (TBP) This path includes all mandatory provisions per C401.2 Option 2. MECH-SUM, MECH-CHK, and C407 Energy Analysis forms required. CITY OF TUKWILA APR , 4 2019 PERMIT CENTER ---= J —1 i 1 ,= J i _.= ---J Design Load Calculations E Load calculation summary Erl MECH-LOAD-CALC Form Provide design load calculations for all mechanical systems and equipment serving the building heating, cooling or ventilating needs. If a load calculation summary is provided with the permit documents that includes all applicable compliance information then the MECH-LOAD-CALC form is not required. Mechanical Schedules El Mechanical Plans 0 MECH-EQ Forms (TBD) Indicate location of equipment compliance information. If provided on plans then MECH-EQ forms are not required, however, include on plans all applicable compliance information listed in MECH-EQ tables. Dedicated Outdoor Air System Requirements and High Efficiency VAV Alternate El All not El E DOAS is required per C403.6 effective July 1, 2017 (office, retail, education, library and fire station occupancies) occupied, conditioned areas shall be served by a DOAS that delivers required ventilation air in a manner that does require space conditioning fan operation. Space conditioning fans cycled off when no heating or cooling is required. MI Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS (C403.6, Exception 1) El Ventilation and space conditioning provided by a HEVAV system per C403.7 in lieu of DOAS (C403.6, Exception 2) DOAS included in project, although not required (occupancy not office, retail, education, library or fire station) DOAS related allowances included in project: El Prescriptive vertical fenestration maximum area allowance increased to 40% per C402.4.1.4 with 100% of conditioned floor area in building served by DOAS. D Exception to air economizer per C403.3 Exception 1, include MECH-ECONO form. Fan Power [-_} Project Includes HVAC air distribution systems that provide heating and/or cooling ff yes, provide a MECH-FANSYS -SUM form. Ei For one or more systems, the total fan motor nameplate hp of all fans in HVAC system exceeds 5hp, ff yes, provide a separate MECH-FANSYS form for each HVAC system exceeding the 5 horsepower threshold. Refer to Section C403.2.11 and MECH-FANSYS-DOC for requirements and exceptions. HVAC Hydronic Systems 0 Hydronic chilled water 0 Water -loop heat pump El No hydronic systems 0 Hydronic heating water LI Geothermal C406 Additional Efficiency Options - Mechanical [11 C406.2 More efficient HVAC equipment and fan systems Requires 90% of heating and cooling capacity to be equipment listed in tables C403.2.3(1)-(9) or air -to -water heat pumps and heat recovery chillers. All equipment listed in tables C403.2.3(1)-(7) must be 15% more efficient than minimum requirements. All stand alone supply, retum, and exhaust fans over lhp must have FEQ 71 and must be selected within 10% of maximum total or static pressure. E] C406.6 Dedicated outdoor air system (DOAS) Requires 90% of conditioned floor area to be served by a DOAS per C403.6 that delivers required ventilation air in a manner that does not require space conditioning fan operation. El C406.7 Reduced energy in service water heating Requires 90% of floor area be in occupancy types listed in C406.7.1 and that 60% of annual hot water energy use be provided by heat pump, waste heat recovery or solar water -heating systems. Ict 013-7 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical Summary, pg. 2 MECH-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Service Water Heating Systems Equipment Type (s) El Hot water heating tank(s) 0 Dedicated boiler Distribution Type (s) 0 Circulation System 11 Instantaneous [I] No service water systems . Heat exchange from space heat boiler or central hot water/steam III On -demand Commissioning Commissioning is required for: [1] Mechanical systems per C408.2 {: Service water heating systems per C408.4 If required, commissioning shall be performed for all applicable systems regardless of individual equipment capacity. Exceptions to commissioning requirements: El Total output capacity of all mechanical space conditioning systems in the building do not exceed 240,000 Btu/h cooling or 300,000 Btu/h heating. Mechanical systems commissioning not required. 0 Capacity of largest service water heating system in building does not exceed 200,000 Btu/h. Service water heating systems commissioning not required. Low Energy and Semi -Heated Spaces (Note 6 and 7) Space Type Location in Plan(s) Space(s) Served Area Served, square feet Heating Capacity, Btu/h (Note 4) Cooling Capacity, Btu/h (Note 5) Peak Space Conditioning Capacity, Btu/h-sf Compliance Check Notes Note 4 - Provide total installed heating output capacity of systems serving Low Energy or Semi -Heated space(s) in btuh. Note 5 - Provide total installed cooling capacity of system serving Low Energy space(s) in Btu/h, Not allowed for semi -heated spaces. Enter 0 if no cooling. Note 6 - Refer to Section C402.1,1 Low Energy Building. Intalled peak space conditioning capacity, heating or cooling, may not exceed 3.4 Btufh`sf. Note 7 - Refer to Section C402.1.1.1 end Semi -Heated Space definition in Chapter 2. Total heating output capacity may not exceed 8 etu/h.sf. Only systems without electric resistance heating and no cooling are eligible for the wall insulation exception under semi -heated. 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 1 of 7 ;Mechanical Permit Plans Checklist MECH-CHK ' 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stones and all R1 Revised January 2017 Project Title: Homegrown Southcenter Date 9/2 2/2 01 8 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes Equipment - Sizing, Performance and Type No C403.1 Exempt process equipment Identify equipment to be used in manufacturing, industrial or commercial processes that do not provide space conditioning; identify provisions applicable to this equipment per C403.1 exception Yes G403.2.1 Load calculations Provide load calculations performed per ASHRAE Std 183 or equivalent, using design parameters per C302 and Appendix C; include load adjustments to account for energy recovery M0.3 Yes G403.2.2 Equipment and system sizing Indicate that output capacities of heating and cooling equipment and systems are no greater than the smallest available equipment size that exceeds the calculated loads; note exceptions taken MO.2 Yes C403.2.3 C403.2.3.2 C403.2.13.1 I-1VAC equipment performance requirements (efficiency) Provide equipment schedules on plans or complete MECH-EQ forms indicating type, capacity, rated and WSEC minimum efficiencies for all heating and cooling equipment; include supply and OSA cfms and operating hours for all air systems; identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency (manufacturer rated) MO.2 Yes C405.8 C403.2.14 Electric motor efficiency List all motors z 1/12 hp (that are not integral to a rated piece of equipment) In the mechanical or electrical equipment schedules on plans; indicate hp, rpm, number of poles and rated efficiency, or exception applied MO.2 For fractional hp motors (1/12 - 1 hp), indicate whether they are an electronically commutated motor, have rated efficiency of at least 70%, or exception taken Yes C403.2.11.1 Fan power limitation For all HVAC fan systems that provide heating and / or cooling, provide system total nameplate hp in MECH-FANSYS-SUM form MO.2 For all applicable HVAC systems with total fan motor hp > 5hp, verify fan system motor hp or bhp complies with fan power limits per equations in Table C403.2.11.1(1), provide MECH- FANSYS form for each system NA C403.2.11.2 Motor nameplate hp For all applicable HVAC systems with total fan motor hp > 5hp, indicate fan motors specified are the smallest available motor hp size greater than fan bhp, note exceptions taken NA C403.2.11.3 Fan efficiency For all applicable HVAC systems with total fan motor hp > 5hp, identify in equipment schedule all fans required to comply with fan efficiency grade and indicate rated FEG is Z 67, or exception taken; indicate these fans are sized so total efficiency is within 15% of the fan maximum total efficiency NA C403.2.11.4 Group R occupancy exhaust fan efficacy For all exhaust fans < 400 cfm in Group R occupancies, indicate in equipment schedule the fan flow rate and efficacy (cfm/watt), or exception taken; refer to Table C403.2.11.4 (CE-57) NA C403.2.13 Variabie flow capacity - fans For fan motors z 7.5 hp, indicate method of variable flow control (VSD or equivalent method) in equipment schedule, or exception taken; for equivalent method for an HVAC system refer to HVAC System Controls for additional requirements NA C403.2.3 Maximum air cooled chiller capacity For chilled water plants and buildings with > 500 tons of cooling capacity, indicate air-cooled chiller capacity is 5 100 tons, or exception taken NA C403.4 Large capacity cooling systems For buildings with a 300 tons of cooling capacity, indicate method of multi -stage or variable capacity control (VSD, multiple staged compressors, or max capacity of any single unit < 66% of the total) NA C403.2.3.1 Non-standard water-cooled centrifugal chillers For water-cooled centrifugal chillers not designed for operation at standard conditions, provide calculations documenting maximum full load and part load rated equipment performance requirements NA C403.2.13.1 C403.4.3.2 Centrifugal fan open -circuit cooling towers For open -circuit centrifugal fan cooling towers with a 1,100 gpm capacity, indicate cooling towers comply with efficiency requirements for axial fan open circuit cooling towers NA C403.4.2 C403.4.2.5 Large capacity boiler systems For single boilers with > 500,000 Btu/h capacity, indicate multi -stage or modulating burner For boiler system (single or multiple) with > 1,000,000 Btu/h capacity, indicate turndown ratio per Table C403.4.2.5 and method (multiple single input boilers, modulating boilers, or combination) NA C403.2.13 Variable flow capacity - pumps For pump motors z 7.5 hp, indicate method of variable flow control (VSD or equivalent method) In equipment schedule, or exception taken; for equivalent method for a hydronic system refer to Hydronic System Controls for additional requirements NA C403.2.3 Gas and oil -fired forced air fumace and unit heaters For forced air fumaces with capacity a 225,000 Btu/h and all unit heaters, indicate in equipment schedule intermittent ignition or IlD, flue or draft damper, and rated jacket loss NA C403.2.4.8 Combustion heating equipment For combustion heating equipment with output capacity > 225,000 Btu/h, indicate modulating or staged combustion control Yes C403.2.3.3 Packaged electric heating / cooling equipment Verify all packaged electric equipment with > 6,000 Btu/h cooling capacity and any amount of heating is a heat pump; include in equipment schedules M0.2 NA C403.2.12 Heating outside a building Indicate systems providing heating in non -enclosed outdoor occupied spaces are radiant systems; refer to HVAC System Controls for additional requirements NA C403.2.7.1 Kitchen exhaust hoods Indicate on plans the type, duty and exhaust air rate of each kitchen hood, refer to HVAC System Controls for additional requirements NA C403.2.4.3 Outdoor supply air, exhaust and relief dampers Indicate locations of OSA intake, and exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized, or gravity and exception taken (include leakage rating, cfm/sf); refer to HVAC System Controls for additional requirements for OSA dampers NA C403.2.4.3 Retum air dampers Indicate locations of return air dampers that are integral to economizer operation; verify dampers are motorized; indicate whether dampers are Class 1, or within packaged equipment eligible for leakage rating exception (include leakage rating, cfm/sf) 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 2 of 7 Mechanical Permit Plans Checklist MECH-CHK ' 2015 Washington State Energy Code Compliance Fomis for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: Homegrown Southcenter Date 9/22/2018 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions, Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C403.2.4.3 Stairway and shaft vent dampers Indicate location of stairway and shaft vent dampers on plans; verify dampers are Class 1 motorized; refer to I-1VAC System Controls for additional requirements NA C403.2.4.4 Zone isolation ampers d For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; identify isolation zone areas on plans and locations of associated isolation dampers in HVAC distribution system; refer to HVAC System Controls for additional requirements NA C403.2.3.4 Humidification For cooling systems with humidification equipment that are also required to have air economizer, indicate humidifier is adiabatic (direct evaporative or fog atomization), or exception taken Additional Efficiency Package Option, More Efficient HVAC Equipment & Fan Performance - Must comply with all 3 provisions to be eligible NA C406.2.1 C403.2.3 HVAC system selection To comply with additional efficiency package option, calculate the percentage of heating and cooling equipment in the project (based on output capacity) that do not have a corresponding WSEC listed efficiency; shall be less than 10% to comply NA C406.2.2 C403.2.3 Minimum equipment efficiency To comply with additional efficiency package option, Indicate that all listed heating and cooling equipment have a rated efficiency that exceeds WSEC listed efficiency by at least 15% NAMinimum C406.2.3 C403.2.11.3 fan efficiency To comply with additional efficiency package option, indicate rated FEG of stand alone fans is 71; indicate these fans are sized so the fan efficiency at design conditions is within 10% of the maximum total or static efficiency HVAC System Controls Yes C403.2.4.1 Thermostatic controls (thermostats and humidistats) Indicate locations of thermostatic and humidity control devices and the zones they serve on plans, including perimeter system zones M1-0 Where adjacent (neighboring) zones are controlled by separate thermostats (including perimeter systems used to offset heat gain or loss), and are connected by permanent openings > 10% of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes (one in heat, other in cool); applies to adjacent perimeter zones, adjacent nonperlmeter zones, and adjacent perimeter and nonperimeter zones If applying Exception 2 to nonperimeter zones adjacent to perimeter zones, indicate that setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating NA C403.2.4.1.1 Heat pump supplementary heat Indicate staged heating operation with compression as the first stage of heating and supplemental heating controlled with outdoor lock -out temperature set to 40°F or less Yes C403.2.4.1.2 Deadband Indicate zone thermostatic controls configured with 5°F minimum deadband for systems that control both heating and cooling M0-3 Yes C403.2.4.1.3 Setpoint overlap restriction (thermostats) If separate heating and cooling systems with separate thermostatic control devices are used to serve a zone, indicate locations of both thermostatic control devices and the zone they serve on plans MO.3 Indicate a limit svritch, mechanical stop or DOC control with programming to prevent simultaneous heating and cooling MO.3 Yes C403.2.4.2 C403.2.4.2.1 C403.2.4.2.2 Automatic setback and shutdown Indicate zone thermostatic controls configured with required automatic setback and manual override functions, setback temperatures, and control method (automatic time clock or programmable controls); note exceptions taken MO.3 Yes C403.2.4.2.3 Automatic (optimum) start Indicate system controls that adjust equipment start time required to bring each area served up to design temperature just prior to scheduled occupancy MO.3 NA C403.2.4.3 Outdoor supply air dampers Indicate automatic controls configured to close OSA damper during unoccupied equipment operation; not including economizer cooling, night flush or IMC required OSA / exhaust NA C403.2.4.3 Stairway and shaft vent dampers Indicate method of activation of stairway and shaft vent dampers (fire alarm or interruption of power) NA G103.2.4.4 Zone isolation controls For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; indicate controls that allow for independent space conditioning of isolation zones; or exception taken NA C403.2.12 Heating outside a building Indicate occupancy sensing or timer switch controls configured to automatically shut off heating system when area served is unoccupied NA C403.2.4.5 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation Is falling, and when outdoor air temperature exceeds 40°F NA C403.2.4.6 Freeze protection system controls Indicate automatic controls to shut off system when outdoor temperature exceeds 40°F, or conditions protect fluid from freezing NAC403.2.4.9 Group R1 hotel / motel guest rooms For hotels and motels with over 50 guest rooms, indicate automatic controls serving guest rooms that are capable of setback (heating) and set-up (cooling) of temperature setpoint by at least 5°F; indicate control method - activated by room entry or occupancy sensor 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 3 of 7 *Mechanical Permit Plans Checklist MECH-CHK Revised January 2017 2015 Washinaton State EnerQv Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Title: Homegrown Southcenter Date 4/22/2018 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C403.2.4.10 C403.2.4.11 Group R2 / R3 dwelling units,Group R2 sleeping units For primary space conditioning system, indicate 5-2 programmable thermostats capable of two setback periods per day; for all thermostats indicate purpose (heating only, cooling only, or both), required temperature range and at minimum a 10°F deadband; or exception taken Yes C403.2.6 C403.2.11.4 Indicate method of ventilation air delivery (natural or mechanical) for each zone MO.2 Ventilation If mechanically delivered, indicate that systems are configured to provide not more than 150% of, but at least the minimum required volume of outdoor air to each zone per IMC, ASHRAE 62.1 or other applicable code (WAC, OSHA, etc); or exception taken If delivered via natural ventilation, identify required elements per IMC including minimum openable area to the outdoors or qualifying adjoining spaces NA C403.2.6.2 Demand controlled ventilation Identify spaces > 500 sf with occupant load > 25 people/1,000 sf per IMC; for each space indicate whether it Is served by an HVAC system with total design OSA > 3,000 cfm, and / or the system has airside economizer or automatic modulating OSA damper, indicate OSA controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception NA C403.2.6.3 Occupancy sensors For gyms, classrooms, auditoriums and conference rooms > 500 sf, indicate occupancy -based OSA control when space Is unoccupied and method (closes OSA damper or shuts -off equipment); or altemate means provided to automatically reduce OSA when space is partially occupied NA C403.2.6.4 C403.2.6.4.1 Enclosed loading dock ventilation For enclosed loading docks, indicate ventilation / exhaust system method of activation (gas detection system for CO end NO2, or occupancy sensors), and control method (staged or modulating) NA C403.2.6.4 C403.2.6.4.2 Enclosed parking garage ventilation For enclosed parking garages, indicate ventilation / exhaust system activated by gas detection system for CO and NO2, and control method (staged or modulating); or exception taken NA C403.2.7.1 Kitchen exhaust hoods Provide calculations that show a balanced accounting of total kitchen exhaust (include all hoods) with % of: supply air, transfer air from adjacent spaces, and make-up air, if applicable, indicate that direct make-up air to each hood does not exceed 10% of hood exhaust For kitchens with total hood exhaust exceeding 2,000 cfm, indicate exhaust air rate per Table C403.2.7.1 and compliance method (DCV, energy recovery, or transfer air that would otherwise be exhausted) NA C403.2.7.2 Laboratory exhaust systems Refer to Systems Requiring Energy Recovery for requirements NA C403.2.13 Variable flow capacity - HVAC system fans For HVAC fan motors a 7.5 hp, indicate method of variable flow control (VSD, or equivalent control method that reduces design alr volume by 50% at 1/3 static design pressure); note exception taken NA C403.3.1 DX air handler variable cooling control (Under Integrated Economizer) For DX air handlers with economizer and cooling capacity 2 65,000 Btu/h, indicate number of cooling stages provided and method (multiple compressors and / or variable speed compressors); indicate minimum displacement (capacity reduction) as % of full load Indicate control method (cooling capacity controlled In response to space temperature, space temperature controlled by modulating supply airflow, or both) NA C403.2.11.5 Fan airflow control For DX air handling units with cooling capacity 2 65,000 Btu/h and evaporative and chilled water air handling units with fan a 0.25 hp, indicate whether system is single zone or multiple zone and related control method (cooling capacity controlled in response to space temperature, space temperature is controlled by modulating supply airflow, or both) For mechanical cooling systems (Includes DX and chilled water coils) that control cooling capacity in response to space temperature - Provide a minimum of two stages of fan control; indicate minimum fan speed is 5 66% of full speed drawing 5 40% of full speed fan power during periods of low cooling or ventilation only For other mechanical cooling systems (includes DX and chilled water coils) that control space temperature by modulating airflow (in lieu of, or in addition to, controlling capacity in response to space temperature) • Provide fan controls for modulating supply airflow; indicate minimum fan speed is 5 50% of full speed drawing 5 30% of full speed fan power during periods of low cooling or ventilation only; or exception taken NA C403.2.4.12 DDC system capabilities Provide central and zone level DDC controls as required based on system application, capacity or size thresholds and other qualification per Table C403.2.4.12.1 Identify all DDC system input / output control points; indicate capability for trending and graphical display _ Ducting Systems Yes C403.2.8.1 C403.2.8.3 Duct construction Indicate on plans that all ductwork is constructed and sealed per IMC For OSA ductwork, also indicate on plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC MO.3 Yes C403.2.8.3 Duct pressure classifications Identify location of low, medium and high pressure ductwork on plans M1.0 Yes C403.2.8.3,3 High pressure duct leakage test Indicate high pressure duct leakage testing requirements on plans; provide test results to jurisdiction when completed MO.3 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 4 of 7 Mechanical Permit Plans Checklist MECH-CHK Revised January2017 ' 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project TItte: Homegrown Southcenter Date 9/22/2018 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes Yes C403.2.8.1 C403.2.8.2 Duct insulation For supply and retum ductwork located in unconditioned space or outdoors, indicate R-value of insulation on ductwork on plans; identify climate zone; note exceptions taken MO.3 For supply ductwork located in conditioned space, identify if design supply temperature Is < 55°F or > 105°F and indicate R-value of insulation on this ductwork on plans; note exception taken MO.3 For OSA ductwork, shafts arid plenums, indicate R-value of insulation on these elements on plans per Table C402.1.3 for steal -framed walls; note exception taken Piping Systems Yes C403.2.9 Piping insulation Indicate design temperature range of fluid conveyed in piping and thickness of insulation (in inches) on hydronic piping plans; or exception taken MO.3 NA C403.2.9.1 Piping insulation exposed to weather Indicate method of protection of pipe insulation from damage / degradation on hydronic piping plans Economizers Yes C403.3 Air economizer required Identify in equipment schedules on plans or in MECH-EQ forms all cooling systems requiring air economizer controls M0,2 Provide MECH-ECONO form indicating systems utilizing air economizer exceptions, including those with water -side economizer in lieu of air economizer, indicate on plans eligible exception(s) taken and measures to comply with exception(s) Yes C403.3.1 Integrated economizer operation - air and water Indicate air and water -side economizers are configured for partial cooling operation even where additional mechanical cooling is required to meet the load MO.2 Yes C403.3.2 Economizer heating system impact - air and water Verify control method of HVAC systems with economizers does not increase building heating energy usage during normal operation M0.2 Yes C403.3.3.1 Air economizer capacity Indicate modulating OSA and retum air dampers are configured to provide up to 100% OSA for cooling MO.2 Yes C403.3.1 C403.3.3.2 Integrated air economizer Verify mechanical cooling controls are interlocked with air economizer controls so the outside air damper remains in 100% open position when mechanical cooling is also required to meet the cooling load, until the leaving air temperature is < 45°F MO.2 For systems with cooling capacity a 65,000 Btufh, verify that control of economizer dampers is not based only on mixed air temperature; or exception taken MO.2 Yes C403.3.3.3 Air economizer high limit controls Indicate high limit shut-off control method and required high limit per Table C403,3.3.3 MO.3 NA C403.3.4.1 Water economizer capacity For eligible systems where water -side economizer may be provided in lieu of air economizer, indicate system is capable of 100% design cooling capacity at 50°F db / 45°F wb OSA temperatures NA C403.3.4.2 Water economizer maximum pressure drop Indicate pressure drop across precooling coils and heat exchangers in water economizer system do not exceed pressure drop limit NA 0403.3.1 DX air handling equipment control For DX air handlers with economizer and cooling capacity? 65,000 Btu/h, refer to HVAC System Controls for requirements NA 0403.2.4.7 DX equipment economizer fault detection and diagnostics For DX air handlers with economizer and cooling capacity? 54,000 Btu/h, provide a fault detection and diagnostics (FDD) system to monitor economizer system operation and report faults Systems Requiring Energy Recovery NA 0403.5.1 Energy recovery (ER) - ventilation / exhaust systems For systems with design OSA > 5,000 cfm, or design supply air cfm and % OSA exceeding the values in Tables C403,5.1(1) or (2), indicate exhaust air ER method; or exception taken with supporting calculations For rooms served by multiple systems with aggregate design OSA > 5,000 cfm, or aggregate design supply air cfm and % OSA exceeding the values in Tables 0403.5.1(1) or (2), indicate exhaust air ER method; or exception taken with supporting calculations Indicate ER rated effectiveness that increases OSA enthalpy by 2 50% based on delta between OSA and retum air enthalpies at design conditions NA C403.2.7.2 Laboratory exhaust systems (energy recovery) For buildings with total lab exhaust > 5,000 cfm, indicate method of energy recovery used to pre -condition laboratory make-up air; ER effectiveness (min 25°F); or altemative method per exception (VAV exhaust, semi -conditioned makeup, or GERM calculation) G404.10.4 (under C404.11) Pools and permanent spas exhaust systems (energy recovery) For buildings with pools or spas with water surface area > 200 sf, indicate exhaust air ER method and use of waste heat (preheat ventilation air, pool water or service hot water); or exception taken Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by ? 36°F NA C403.5.2 Energy recovery - steam condensate systems For buildings with on -site steam heating systems, indicate condensate water ER For buildings that use off -site generated steam where condensate is not returned to the source, indicate on -site condensate water ER 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 5 of 7 .Mechanica! Permit Plans Checklist MECH-CHK 2015 n State Enerav Code Com liance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: Homegrown Southcenter Date 4/22/2018 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions, Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C403.5.3 Energy recovery - cooler / freezer condensers For buildings with food service, meat or deli departments that have 2 500,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy (service water heating, space heating, or dehumidification reheating) For buildings with 2 40,000 sf conditioned floor area and with a 1,000,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy for service water heating and also for space heating, or dehumidification reheating NA C403.5.4 Energy recovery - condenser systems For buildings with 24-hour operation and with > 1,500,000 Btu/h of heat rejection capacity and design service hot water load > 250,000 Btu/h, indicate condenser ER to pre -heat service water; or exception taken. Provide calculations showing the amount of recovered heat that is utilized (60% of peak heat rejection load or pre -heat service water to 85°F). Hydronic System Controls NA C403.2.13 C403.4.2.7 Variable flow control - hydronic system pumps For hydronic system pump motors 2 7.5 hp, indicate method of variable flow control (VSD or equivalent method that requires 2 30% design wattage at 50% design fluid flow); note exception taken Identify whether hydronic coils have DDC controls and associated mariner of pump speed control (differential pressure, zone hydronic demand, etc) NA C403.2.5 C403.4.2.4 Hydronic system setback and part load controls For boilers that provide building heating, indicate controls that provide heating water temperature setback based on outdoor temperature For heating and chilled water systems 2 300,000 Btu/h, indicate systems are configured to automatically reset supply water temperature based upon demand; or exception taken. If system pump motor hp a 3 hp, also indicate controls automatically reduce flow by a 50%. For chilled water systems (a 300,000 Btu/h, pump motor hp a 3 hp) that serve water-cooled unitary air conditioners, indicate VSD or staged pumps in chilled water system and heat rejection loop that reduce pump flow so that one control valve is nearly wide open, or to maintain a minimum differential pressure; or exception taken NA C403.4.2 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers C403.4.6 Hot gas bypass limitation For cooling equipment with hot gas bypass, provide either multiple step unloading or continuous capacity modulation; indicate bypass capacity per Table C403.4.6 C403.4.2.2 Two -pipe changeover systems Indicate changeover deadband (min 15°F), heating / cooling mode scheduling and changeover temperature range (limit 30°F) NA C403.4.2.6 Chiller / boiler plant pump isolation Indicate controls are configured to automatically reduce overall plant flow and shut-off flow through individual chillers and boilers when not in use C403.2.13.1.1 C403.4.3.1.1 C403.4.3.1.2 Heat rejection equipment - variable flow control For cooling towers with fan motors a 7.5 hp, indicate VSD and method to adjust fan speed (adjusted based on leaving fluid temperature or condenser temperature / pressure of heat rejection device) For multiple -cell heat rejection equipment with VSD, indicate controls that ramp all fans in unison NA C403.4.3.3 Heat rejection equipment - cooling tower flow turndown Indicate open -circuit cooling towers with multiple pumps or VSD control are designed so all cells can be run In parallel C403.4.2.3.1 Water loop heat pump - deadband Indicate capability of central equipment to provide minimum 20°F water supply temperature deadband between heat rejection and heat addition modes; or exception taken C403.4.2.3.2.1 Water loop heat pump - heat rejection equipment, Zone 4 Indicate type of cooling tower (open- or closed-circuit) in equipment schedule; indicate method used to limit system heat loss when heat rejection is not needed NA C403.4.2.3.2.2 Water loop heat pump - heat rejection equipment, Zone 5 For open- or closed-circuit cooling towers, provide a heat exchanger that separates the cooling tower and heat pump loop C403.4.2.3.3 Water loop heat pump - isolation valves _ For hydronic heat pump systems with total system power > 10 hp, indicate 2-way Isolation valves on each heat pump and variable flow system control Dedicated Outdoor Air Systems (DOAS) - Optional through 6/30/16, Prescriptive 7/1/2016 NA C403.6 C403.6.3 Dedicated outdoor air systems For buildings with office, retail, education, library and fire station spaces, identify these spaces on plans; Indicate that ventilation alr in each occupied space is provided via a DOAS system; or document compliance with C403.6,3 Impracticality; or exception taken (buildings complying with C402.4.1.4 or C406.6 may not utilize exceptions) NA C403.6.1 Energy recovery ventilation with DOAS For all DOAS systems, indicate exhaust air ER method; or exception taken with supporting calculations. Indicate ER rated effectiveness that increases OSA enthalpy by a 50% based on delta between OSA and return air enthalpies at design conditions. NA C403.6.2 Heating / cooling system controls with DOAS Indicate equipment associated with the delivery of zone level heating and cooling (fans, hydronic pumps, primary air dampers, etc) are configured to shut off, and central equipment is configured to tum down, when there is no call for heating or cooling in the zone they serve If applying Exception to heating / cooling fans used for air mixing in the space during deadband periods, include fan watts per cfm in equipment schedule 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 6 of 7 Mechanical Permit Plans Checklist MECH-CHK Revised JanuaryJanuarv2017 ° 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Title: Homegrown Southcenter Date 9/22/2018 The following inforrnation is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C402.4.1.4 C403.6 Increased prescriptive maximum vertical fenestration area with DOAS Indicate that all occupied, conditioned spaces are served by a DOAS per C403.6 Additional Efficiency Package Option, Dedicated Outside Alr Systems (DOAS) NA C406.6 Building provided with DOAS To comply with additional efficiency package option, indicate that 90% or more of all occupied, 'conditioned spaces are served by a DOAS per C403.6 Multiple Zone Air Systems NA C403.4.4 Air systems serving multiple zones Identify supply air systems serving multiple zones and the zones they serve on plans; indicate whether system is VAV and method of primary air control; or provide supporting documentation for applied exception to VAV C403.4.4 VAV systems serving multiple zones Provide equipment schedules on plans or MECH-EQ form that list all VAV air terminals and types For each air terminal include: maximum airflow rates for primary supply air during zone peak heating and zone peak cooling; maximum airflow during reheating, recooling or mixing; minimum airflow rate to maintain required ventilation, and the basis for these values; if IMC or ASHRAE 62.1 multiple zone equation is basis for minimum flow rates, provide calculation on plans NA C403.4.4.1 Single duct VAV terminal units Indicate single duct terminal units are configured to reduce primary supply air before reheating or recooling NA C403.4.4.2 Dual duct systems - terminal units For systems with separate warm air and cool air ducts, indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct NA C403.4.1.1 C403.4.1'2 VAV system static pressure sensors - sensors and DDC set points Indicate locations of duct static pressure sensors on plans; Include at least one sensor per major duct branch; verify controller setpoint pressure at each sensor is 5 1.2 inch w.g. For systems with zone level DDC, indicate controls are configured to monitor zone damper positions and reset static pressure setpoint based on the zone requiring most pressure; include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic, and allows building operators to exclude zones from reset logic NA C403.4.4.3 Multiple -zone VAV system ventilation optimization controls For systems with zone level DDC controls, indicate controls are configured to automatically reduce outdoor airflow in response to changes in system ventilation efficiency; or exception taken NA C403.4.4.4 VAV system supply air reset Indicate controls automatically reset supply air temperature in response to building loads or outdoor air temperature; or exception taken Multiple Zone HVAC Systems, High Efficiency VAV - Required for systems utilizing C403.6 DOAS Exception 2, must comply with all 16 provisions NA C403.7 Item 1' Air economizer Indicate system is configured for 100% air economizer operation and complies with all related economizer requirements per G403.3 (without economizer exceptions) NA C403.7' Item 2 Direct digital controls (DDC) Provide DDC controls for all components of system; Identify all DDC system input / output control points; indicate capability for trending and graphical display NA C403.7, Item 3 Outdoor airflow measurement and reduction For systems with minimum OSA > 2,500 cfrn, indicate outdoor airflow monitoring station that measures OSA intake under all load conditions; indicate control sequence that increases or reduces system OSA cfm based on VAV terrninal feedback of ventilation efficiency (per G403.4.4.3 without exceptions) or DCV (per C403.2.6.2) NA C403.7 Item 4' Supply airflow measurement For systems with minimum OSA > 2,500 cfm, indicate supply airflow monitoring station capable of measuring supply air delivered to VAV terminals under all load conditions NA C403.7, Item 5 Zone isolation and maximum area served Verify maximum area served by a single HEVAV system is 5 50,000 sf, or one entire floor, whichever is greater; in addition if a system serves > 25,000 sf, that includes areas that are expected to be occupied non -simultaneously, indicate zone isolation controls per C403.2.4.4 NA C403.7, Item 6 Interior / exterior zone design supply air temperature Verify that VAV terminals serving interior cooling driven loads are sized per design supply air temperature that is 5°F higher than VAV terminals serving exterior zones NA C403.7, Item 7 Maximum air terminal inlet velocity Identify air terminals with minimum primary airflow setpoints > 50% of maximum setpoint in equipment schedule or MECH-EQ form; indicate air terminal inlet velocity does not exceed 900 fpm C403.7, Item 8 Sequence of operation Indicate DDC system sequences of operation designed and configured per ASHRAE OPC as NA C403.7, Item 9 Maximum allowable system brake horsepower Verify fan system bhp is s 90% of the bhp limit per Option 2 equation in Table C403.2.11.1(1), provide MECH-FANSYS form for each system NA C403.7, Item 10 Fan -powered terminal unit motor and control Indicate all series and parallel terminal fans have electronically commutated motors; indicate DDC control system Is configured to vary air terminal fan speed as a function of the load; indicate fan speed during periods of low heating, low cooling, or ventilation only iss 66% of peak design air flow or provide supporting documentation for applied exception 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 7 of 7 M chanical Permit Plans Checklist MECH-CHK Code Compliance Forms for Commercial Bulldin s inuding R2 8 R3 over 3 stories and all R1 Revised January 2017 ... _. . Project Me: Homegrown Southcenter Date 4/22/2018 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C403.7, Item 11 Application of single duct and fan -powered terminal units Indicate VAV terminal types on plans; verify fan -powered terminal units only serve perimeter zones with envelope loads; verify all other zones are served by single duct terminal units NA C403.7, Item 12 Fan -powered terminal unit primary air reset Indicate DDC controls are configured to automatically reset the primary supply air cfm setpoint of all fan -powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband, based upon the VAV air handling unit OSA ventilation fraction NA C403.7, Item 13 High occupancy space controls For spaces > 150 sf with occupant density a 25 people / 1000 sf, indicate space is served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by a 5°F NA C403.7 Item 14' Dedicated HVAC systems For server, electronic equipment, telecom or similar spaces with cooling loads > 5 W/sf, indicate spaces are served by independent HVAC systems that are separate from HPVAV systems serving rest of building; indicate dedicated HVAC systems have air economizer controls or energy recovery per C403.3 Exception 9 NA C403.7, Item 15 Central plant efficiency Indicate whether systems are served by a high efficiency heating water plant, or a high efficiency chilled water plant If complying via high efficiency heating water plant: Indicate all VAV terminals have hydronic heating coils served by heating water system with either gas -fired boiler(s) with thermal efficiency a 90%, air -to -water heat pumps, or heat recovery chillers If complying via high efficiency chilled water plant: Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.2.3(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is 5 20% of total plant capacity, or provide thermal storage sized for s 20% of total plant capacity NA C403.7, Item 16 Fault detection and diagnostics Indicate DDC system includes a fault detection and diagnostics (FDD) system configured to monitor operation and provide fault reporting of required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HVAC Equipment Energy Use Metering NA C409.3.1 HVAC equipment energy use metering For new buildings > 50,000 sf and building additions > 25,000 sf, verify energy use metering of all equipment used to provide space heating and cooling, dehumidification and ventilation will be provided per C409; Indicate equipment eligible for exception Documentation and System Specific Requirement To Support Commissioning NA 0408.2 Scope of mechanical . systems commissioning Indicate that all mechanical systems, equipment, and controls for which the WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned; For buildings with a 240,000 MLA total output cooling capacity or a 300,000 Btulh total output heating capacity, indicate that all mechanical systems regardless of individual capacity are required to be commissioned; or provide building heating / cooling capacity calculation demonstrating eligibility for exception NA C403.2.10 C408.1.1 C408.1.2 G408.1.4.2 C103.6 Commissioning requirements in construction documents Indicate in plans and specifications that Cx per 0408 is required for all applicable mechanical systems; Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C408.1.2 including: narrative description of activities, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per 0103.6, and conflict of interest plan (if required); Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.2) shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. NA 0408.2.2 Air system and hydronic system balancing Indicate in plans that air and fluid flow rates shall be tested and balanced within the tolerances defined in the specifications; indicate systems shall be balanced In a manner to first minimize throttling losses, then adjusted to meet design flow conditions NA 0408.2.2.1 Air system balancing devices Indicate devices that provide the capability to balance all supply air outlets, zone terminals and air handling equipment requiring system balancing NA C408.2.2.2 Hydronlc system balancing devices Indicate devices that provide the capability to isolate, balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps C408.2.3 Functional performance testing criteria Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existing -to -remain systems - - Project Close Out Documentation NA 0103.6 Documentation and project close out submittal requirements Indicate in plans that project close out documentation and training of building operations personnel is required for all mechanical components, equipment and systems govemed by this code; indicate close out documentation shall include: record documents, O&M manuals, applicable WSEC compliance forms and calculations 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Me,chanical Fan System Power Allowance MECH-FANSYS-SUM 2015 Washington State EnergyCode Compliance Forms for Commercial Buildings includingR2 & R3 over 3 stories and all R1 Revised January2017 Project Title: Homegrown Southcenter Date 4/22/2018 For Building Dept, Use HVAC Air Distribution System Schedule List all HVAC systems that have the capability to provide heating and/or cooling to the spaces they serve. System or Primary Supply Fan ID Speed Control (Note 1) Description (Note 2) System Total Nameplate HP (Note 3) Fan Power Calculation Required (Note 4) AHU-1 VAV AHU-1 2 No Note 1 - Constant Volume (CV), Variable Air Volume (VAV), or Hospital/Lab CV system that qualifies for VAV budget per C403.2.11.1 Exception 1. Single zone VAV systems shall comply as CV. Note 2- Describe system type and list all fans (or groups of fans) associated with the delivery and removal of conditioned air by the system. Include all supply, retum/relief, exhaust and exhaust hoods (>1 hp), make-up air, dedicated outside air (DOAS), booster fans, and series fan -powered terminals. VAV parallel fan -powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak conditions. Note 3 - Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air by the system. Note 4 - This form automatically identifies whether a MECH-FANSYS fonn is required to demonstrate compliance with the fan power allowance (Yes), or this information is not required because the system has a combined total nameplate motor hp that is 5 hp or less (No) MECH-FA.NSYS Forms A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp. Select (Add Fan System Form) to generate an additional form. Added forms can be deleted with button in cell E32 of the added form. MAYES TESTING ENGINEERS, INC A 'Werra= COMPANY October 25, 2019 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Re: Homegrown Southcenter 841 Southcenter Mali, Space #532 Tukwila, WA Project No. M8191251 FINAL LETTER Permit: D19-0137 Seedcake 20225 Cedar Valey Road Sule 110 Lyrnnood, WA ME ph 428742.9333 fax 425.745.1737 Tao:make 10329S. Tacurta Way St& E-2 Taw! w, WA 93459 pi-1251534.3720 tax 253.584.3707 Podandake 7911 NE 33ti Dive Stile 193 Poland, Cft 97211 ph 503281.7515 fax 503281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Proprietary Anchors 1. Expansion Anchors To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Paul Davis Mayes Testing En RECEIVED CITY OF TUKWILA OCT 2 8 2019 MEF CENTER GRAHAM BABA ARCI-h(ECTS 15 May 2019 Allen Johannessen City of Tukwila Building Department 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 RE: Correction Letter #1 Development Permit Application Number D19-0137 Homegrown - 841 Southcenter Mall #542 Dear Allen, Thank you for your prompt review of our plans. We have made revisions to our documents to resolve your correction request and the corrections of the other reviewers. We have addressed your corrections as follows, indicating your original question in italics and following that with our response: 1) Application for King County Department of Public Health (KCDPH) permit shall be required prior to receiving a building permit however KCDPH permit shall not hold up building permit approval. Final building inspection and approval shall occur after KCDPH has approved their final inspections. Show application for (KCDPH). KCDPH application copy is attached. 2) Engineer's plans provided have an engineer's stamp and signature with no date. Provide plans with the engineer's signature on the stamp and include the "Date" of signature. Revised sheets are attached. 3) Please note, Separate Mechanical Permit shall be required for: Coolers, Freezers, walk-in coolers and freezers, i.e. assembled and hardwired. Self-contained "plugin"coolers or freezers (appliance type) shall not require a mechanical permit. We will prepare for the separate refrigeration permit. Please kindly update the contact person's information from "Matt Hoffman" form Natt Hoffman in your portal. Please let me know if you have any questions about our correction response or document revisions. I may be reached at 206-323-9932 or maki@grahambaba.com. Sincerely, Maki Schmidt Graham Baba Architects 1507 Belmont Avenue . Suite 200 . Seattle . Washington 98122 . 206.3219932 City of Tukwila Department of Community Development May 14, 2019 NATT HOFFMAN 120 LAKESIDE AVE, SUITE 310 SEATTLE, WA 98122 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0137 HOMEGROWN - 841 SOUTHCENTER MALL #532 Dear NATT HOFFMAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to 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. Application for King County Department of Public Health (KCDPH) permit shall be required prior to receiving a building permit however KCDPH permit shall not hold up building permit approval. Final building inspection and approval shall occur after KCDPH has approved their final inspections. Show application for (KCDPH). 2. Engineer's plans provided have an engineer's stamp and signature with no date. Provide plans with the engineer's signature on the stamp and include the "Date" of signature. See General Note above. 3. Please note, Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, c Bill Rambo Permit Technician File No. DI9-0137 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Plan Review Application for (REQUIRE -a( Permanent Food Service Establishments Environmental Health I Food Protection Program t: Downtown Chinook: 401 5th Avenue, Ste 1100, Seattle, WA 98104 I (206) 263-9566 Bellevue Eastgate: 14350 SE Eastgate Way, Bellevue, WA 98007 I (206) 477-8050 Alternative formats available upon request. Public Health LAI Seattle & King County (If you are proposing a mobile food business or Limited Food Service business, use the tiobile Plan Review Application) Make checks payable to: "SKCDPH". NOTE: Plan review fees are non-refundable and plan review time beyond the base time will be charged at the rate of $222 per hour. You will pay a separate annual permit fee before o enin TYPE OF PLAN REVIEW (Check Applicable Box) 0$888 - New construction (4 hour base time) Constructing a new kitchen OR re -permitting an existing kitchen that has not been used for one (1) year or more. El $666 - Remodel (3 hour base time) Changing or remodeling an existing food service establishment. base $666 - Multiple permitted establishment (3 hour time) In a large facility with multiple food service operations (hotel, grocery, etc.) each operation requires a separate plan review (and eventually a separate permit) $222 - Resubmitted plan review (Hourly rate) Once the plans have been approved, an hourly rate will be charged for subsequent changes to the equipment floor plans. GENERAL INFORMATION Project Scope (describe project if applicable the length of time the business has been closed and former name): T. 1 . tSt.)% i-1) ovT c) YKA-tdi. SUITe Pitowt feZTA t c, lb CbrolvX enc,‘ icii_ gzsrAi)kw-r is this I:g project in "Unincorporated Yes r--- King County?: No Parcel Number CiSn 44 Do i 0 For City of Seattle, DPD Project #: Water supply: (Check one) Public Private water supply Name of Water District: II- • cot Iriferieit• DIV' 1 2,5" Sewage Disposal: (Check one) 12 _<1 Sewer T]Onsite septic system Name of Sewer District: it• • cry wyrtrg- Disr /2,5- FACILITY/PROPERTY INFORMATION (Service Request) Name of Business: 14014AE-641-ov°1Q Site address: 1.1600 t".A.yrt-FC,C•1.1 - WIA1,1., I City Zip Code: -INS?) 5 CATT1.4- BUSINESS OWNER INFORMATION (Requestor) Owner/Requestor Name: .. rtOWIZZA-CA4 t-i FAVTNEAS VI-- 14.14Tr 140r-cs1441%) - Dtit.. 9ibit-C 02461.0estc,nvi- Mailing address: t 000 lAifX-SIPtr Ackig- i snr itsto City:state: 5 6R-rri,E WA Zip: Isn....L. Email: VAttex.PJ rk caw\ s.tt .irid-fmovz. Etaklicole5 . Phone Number: "Loto - 41 t - 1532 APPLICANT/CONTACT INFORMATION - If not the business owner (Plan Check) Contact Person (Applicant or Agent) Names: MATT l-torr-vvi.14-t-3 [ 1-Vortto.6.e.,-.4 6.13 Mailing address: • 11C) WaS-410 ie, PWC. STC W'S 1 0 City: 1 5 6.-A-Tr6- State: INA Zip code: 1012,2 Email: Yvvat, 1ft off-wteviA e_,4:IttootelrovJn.com Phone Number so& - 4-1( - 615-3"2- OFFICE USE ONLY Date submitted: Risk Classification: SR #: Date approved: Reviewer PR# Notes: o ce: By signing this form, you attest to the accuracy of the information provided in this application. Signature: q/ki4ht-7Print: MA -Tr t-ior-'1-144Arr-1 Date: 41214261 fi Public Health Ul Seattle & King County Food Establishment Phn Review Coversheet Please place this coversheet on top of the plans or on the outside of a set of plans. This coversheet will help you prepare a complete plan review application. All of the following items must be included i n the following order. Incomplete plans will not be accepted until all information is received. On ly completed plans will be processed and reviewed. Submit two (2) plan re view completed packets with the required plan review a pIica1ion fee. Plan review fees are nonrefundable. Name of Business: 1-lot•466otowt4 Phone: 201P-4611-1532.- Site Address: 1too Sotrn-tc, , City: 5 cArrtz Zip cibt Da )sterit12. Contact Person (Appl ica nt or Agent) Names: MATT' 1-4.0r-C-Vv1.04N3 Phone: -106-41 I -q532, MailingAddress: 12,0 LAVA.,,Svo0 Avi: *SU) City: 5G AFra.0 _ State: vot Zip: 15122- Appl'cant's email: )1410kk . VI•OKIMOAA e ecktimmieleown. cowl For City of Seattle Only— DPD Project Number (if already assigned) Item Number Item Description Page Sheet/Number Office Use Only 1 Plan Review Application Complete the Food Plan Review Application 0 2 Plan Review Fee C!) New: $888 (4 hour base) • Remodel: $666 (3 hour base) • Multiple plan review: $666 (3 hour base) • Resubmitted plan: $222 per hour *Hourly rate of $222 charged after the ba se ti me CO6Drr &AM) CAidt,-1,..1 El 4 Site Plan • Providea site plan. Show the facility in relation to wells (if a ppl ica ble), septic systems (if applicable), streets, s i dewa I ks, parking, and garbage areas. AD. 02 A1.0 1 O 5 Menu Providea detailed menu of all the food and beverages you will beserving or a I ist of food and beverages you will be selling. ATIALfrifts 0 7 Floor Plan Providea floor plans of the entire facility. Floor plan must show location of all equipment (sinks, refrigeration, countertop a ppl i a nces,cookingequipment, hot water heater, etc.), restrooms, storage a rea s, etc. *Refer to the "Plan Review and Permitting Gui del i nes" for details AZ.01 0 8 Equipment List or Schedule Provide the make and model number of all equipment such as refrigeration units, hot water tanks, including countertop appliances, etc. 11-'1 , 11- - 7-- ATTAIMITD o 9 Finish Schedule Provide the materi a Is used for all floors, walls, and ceilings in all areas. A z .0 1 10 Seating Arrangements Show the placement of chairs and tables for both indoor and outdoor seating. A•01 Z OFFICE USE ONLY Administrative Review: Date: Reviewed by: Date: Time: Activity min: Alternative formats available upon request Environmental Health I Food Protection Program • Dow ntown Chinook: 401 5thAvenue, Ste 1100, Seattle, WA 98104 I Main number: 206-263-9566 . Bellevue Eastgate: 14350 SE Eastgate Way, Bellevue, WA 98007 I Main number: 206-477-8050 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0137 DATE: 08/13/19 PROJECT NAME: HOMEGROWN SITE ADDRESS: 841 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit issued after Permit Issued DEPARTMENTS: MO c41; Building Division 116) kOqg Public Works Fire revent Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) K acninkivisiol Permit Coordinator DATE: 08/15/19 s Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 09/12/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping PW Staff Initials: 12/18/2013 PERMIT COOHD COP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0137 DATE: 05/15/19 PROJECT NAME: HOMEGROWN SITE ADDRESS: 841 SOUTHCENTER MALL #532 Original Plan Submittal X Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: fr Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/16/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews)(ie: Zoning Issues) DUE DATE: 06/13/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire D Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COOHD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0137 PROJECT NAME: HOMEGROWN SITE ADDRESS: 841 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 04/24/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division 03141 qit Public Works Fire Prevention Structural ..-C1 f'f.( 'a441 lining Division Permit Coordinator is PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/23/19 Approved Corrections Required Approved with Conditions I Denied (corrections entered in Reviews)(ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 5 --1);-(--, Departments issued corrections: B]dg 5 Fire D Ping PW 0 Staff Initials: 12/18/2013 PROJECT NAME: ltow droth1 SITE ADDRESS: I 6.oui-ke4-1-er- /461 If PERMIT NO / '19 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITI S ISSUED DATE STAFF INITIALS Summary of Revision: 4v‘ (If 44 .v.;/ vvtiisi rui ,c-f-t-L4 uvi'd etV.6f4A/ 1 if r I n ... a 1 ki,...-.$ cur' 4%44404 Received by: 1/1/1 i ----Is.L.-- 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 \ f \ City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8/13/2019 Plan Check/Permit Number: D19-0137 ❑ Response to Incomplete Letter # n Response to Correction Letter # 7 Revision # after Permit is Issued C Revision requested by a City Building Inspector or Plans Examiner E Deferred Submittal # Project Name: Homegrown - 841 Southcenter Mall #532 Project Address: 2800 Southcenter Mall Suite 532, Seattle, WA 98188 Contact Person: David Evangelista Phone Number: 253-376-3978 Summary of Revision: - Based on a wall framing inspection on 8/7/2019 with Wilcox Construction, the inspector requested submittal of structural drawings and details as a revision to the building permit. This revision is limited — to structural and framing details. Structural calculations have also been included. RECEIVE[) CITY OF TUKWILA AUG 13 2019 PERMIT CENTEI Sheet Number(s): New sheets S1, S2, S3, S4, S5 "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: "" Entered in TRAKiT on CJ'\ t W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 City of 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: 5/15/2019 Plan Check/Permit Number: D19-0137 El Response to Incomplete Letter # [X Response to Correction Letter # 1 LI Revision # after Permit is Issued n Revision requested by a City Building Inspector or Plans Examiner LI Deferred Submittal # RECEIVED CITY OF TUKWIL1 MAY 1 5 2019 PERMIT CENTER Project Name: Homegrown at Southcenter Project Address: 841 Southcenter Mall #532 Contact Person: Matt Hoffman Phone Number: 206-491-9532 Summary of Revision: We are submitting the following items as response to Collection Letter #1. 1) A copy of KCDPH application responding to review note #1 2) Revised sheets, MO.1, MO.2, MO.3, M1.0, E0.1, E0.2, E0.3, E1.0, E2.0, PO.1, PO.2, P1.0, P1.1 and P2.0 with engineer's signature on the stamp with "Date" of signature responding to review note #2 3) We will submit separate a refrigeration permit, responding to review note #3. Please kindly update the contact person's name to "Matt Hoffman" from Natt Hoffman in your portal. Sheet Number(s):M0.1 , MO.2, MO.3, M1.0, E0.1, E0.2, E0.3, E1.0, E2.0, P0.1, P0.2, P1.0, P1.1 and P2.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 51/54,1 WAPerrnit Center \ TemplatesTorms \Revision Submittal formdoe Revised: August 2015 WILCOX CONSTRUCTION INC Home Espanol Contact Page 1 of 2 Search L&I Safety & Health Claims & Insurance hington State Department of abor & Industries A-Z Index Hiqp My L&1 Workplace Rights Trades & Licensing WILCOX CONSTRUCTION INC Owner or tradesperson Principals LESSARD, MATTHEW J, PRESIDENT CARTER, PAUL F, VICE PRESIDENT HOLOBAUGH, TRENT L, SECRETARY WILCOX, LAURA (End: 01/01/1980) WILCOX, A E (End: 01/01/1980) OLDS, HOWARD A, SECRETARY (End: 01/01/1980) WILCOX, ROBERT EUGENE, PRESIDENT (End: 11/15/2010) LESSARD, MATTHEW J, SECRETARY (End: 11/15/2010) LESSARD, JAMES MICHAEL, VICE PRESIDENT (End: 11/21/2005) Doing business as WILCOX CONSTRUCTION INC WA UBI No. 319 007 592 234 5TH AVE SOUTH EDMONDS, WA 98020 425-774-4185 SNOHOMISH County Business type Corporation Governing persons ROBERT E WILCOX MATTHEVVJ LESSARD; Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent. Check their eligible programs and occupations. License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. WILCOC*194Q0 Active. Meets current requirements. Help us improve haps://secure.lni.wa.gov/verify/Detail.aspx?UBI=319007592&LIC=WILCOC*194Q0&SAW= 6/20/2019 WILCOX CONSTRUCTION INC Effective — expiration 11/20/1981— 12/10/2019 Bond TRAVELERS CAS & STY CO OF AMER Bond account no, SV4713 $12,000.00 Received by L&I Effective date 09/26/2005 12/01/2005 Expiration date Until Canceled Insurance Phoenix Insurance Company, The Policy no. DT-00-2H112031-PHX-1 $1.000,000.00 Received by L&I Effective date 08/16/2018 09/30/2017 Expiration date 09/30/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health Page 2 of 2 VVashington State Dept. of Labor & Industries, Use of this site is subject to the laws of the stale of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI-319007592&L C= LCOC*194QO&SAW= 6/20/2019 ( CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRAC1 OR REGISTRATION PERMIT NO: D -0/3 7 STATE OF WASHINGTON) ) ss. COUNTY OF KING MAki 14 Pi\J \ +0 r" FMA , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 1( , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. 1; 4081..% -9 46% 114,4,00. !!l,,;c. (31 W A SO wiliWANNW014 1/14.=—D Owner/Owner's Agent* Signed and sworn to before me this day of \J (41 ? Y PUBLIC in and for the State of Washington , 2°15 Residing at , County Name as commissioned: JU7e My commission expires: 0 54? 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. " Per Washington State Department of Labor and industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. STRUCTURAL ABBREVIATIONS LISTED ABBREVIATIONS FOR USE WITH STRUCUTRAL DRAWINGS ONLY. SOME ABBREVIATIONS MAY NOT BE USED ON THE PLANS. & AND FIG FIGURE PC PRECAST ® AT FL FLOOR PCF POUNDS PER CUBIC FOOT # NUMBER FT FOOT, FEET PL PLATE FTG FOOTING PLYWD PLYWOOD AASHTO AMERICAN ASSOCIATION OF STATE PREFAB PRE —FABRICATED HIGHWAY AND TRANSPORTATION GA GAGE PLF POUNDS PER LINEAR FOOT OFFICIALS GALV GALVANIZED PSF POUNDS PER SQUARE FOOT AB ANCHOR BOLT GB GRADE BEAM PSI POUNDS PER SQUARE INCH ACI AMERICAN CONCRETE INSTITUTE GL GLUED LAMINATED TIMBER PT POST TENSION ADDL ADDITIONAL GR GUARD RAIL PVC POLYVINYL CHLORIDE RISC AMERICAN INSTITUTE OF GRND GROUND PVMT PAVEMENT STEEL CONSTRUCTION GRTG GRATING ALT ALTERNATE RAD, R RADIUS APPROX APPROXIMATELY) H HEIGHT REF REFERENCE/REFER ASTM AMERICAN SOCIETY FOR HDR HEADER REINF REINFORCING, REINFORCEMENT TESTING AND MATERIALS HDWD HARDWOOD READ REQUIRED AWS AMERICAN WELDING SOCIETY HEF HORIZONTAL EACH FACE REV REVISION HGR HANGER RM ROOM BLDG BUILDING HORIZ HORIZONTAL BLK BLOCKING) HP HIGH POINT S AMERICAN STANDARD SHAPE BM BEAM HR HANDRAIL SCHED SCHEDULE BOT BOTTOM HSS HOLLOW STEEL SHAPE SECT SECTION BRG BEARING SHT SHEET BSMT BASEMENT ID INSIDE DIAMETER SIM SIMILAR BTWN BETWEEN IE INVERT ELEVATION SOG SLAB ON GRADE IF INSIDE FACE Sp SPACE(S,ED) C STANDARD CHANNEL IN INCH SPEC SPECIFICATION, SPECIFIED CC CENTER TO CENTER INT INTERIOR SQ SQUARE CDF CONTROLLED DENSITY FILL INV INVERT SS STAINLESS STEEL CIP CAST IN PLACE STD STANDARD CJ CONSTRUCTION JOINT JT JOINT STL STEEL 4 , CL CENTERLINE KIP, K 1,000 POUNDS STIFF STIFFENER CLR CLEAR KSI KIPS PER SQUARE INCH STRUCT STRUCTURAL CMU CONCRETE MASONRY UNIT SUPT SUPPORT COL COLUMN L ANGLE SW SHEAR WALL CONC CONCRETE LB POUND SYM SYMMETRICAL CONN CONNECTION LF LINEAL FEET CONST CONSTRUCTION LL LIVE LOAD T TOP CONT CONTINUOUS LG LONG T&B TOP AND BOTTOM CP COMPLETE PENETRATION WELD LLH LONG LEG HORIZONTAL T&G TONGUE AND GROOVE —ULTRASONIC TEST LLV LONG LEG VERTICAL TOC TOP OF CONCRETE CTR CENTERED) LONG.A. LONGITUDINAL TOF TOP OF FOOTING D DEEP, DEPTH LP LVL LOW POINT LEVEL TOW TOW TOP OF STEEL TOP WALL d PENNY (NAILS) TRNSV TRANSSVV ERSE DEMO DEMOLITION MAS MASONRY TYP TYPICAL DET DETAIL MATL MATERIAL UG UNDERGROUND DF DOUGLAS FIR MAX MAXIMUM UNO UNLESS NOTED OTHERWISE DIA, A DIAMETER MB MACHINE BOLT UT ULTRASONIC TEST DL DEAD LOAD MECH MECHANICAL ON DOWN MFR MANUFCATURER VERT,V VERTICAL DWG(S) DRAWING(S) MIN MINIMUM VIF VERTICAL INSIDE FACE DWL(S) DOWEL(S) MISC MISCELLANEOUS VOF VERTICAL OUTSIDE FACE EA EACH N NORTH W WIDE FLANGE, WIDE EF EACH FACE NF NEAR FACE EJ EXPANSION JOINT NIC NOT IN CONTRACT W/ WITH EL, ELEV ELEVATION NOM NOMINAL W/0 WITHOUT EMBED EMBEDMENT NTS NOT TO SCALE EQ EQUAL(LY) WP WORK POINT EW EACH WAY OC ON CENTER AT WEIGHT, STRUCTURAL TEE EXP EXPANSION OD OUTSIDE DIAMETER WWF WELDED WIRE FABRIC EXIST EXISTING O.F. OUTSIDE FACE X—STR EXTRA STRONG OPNG(S) OPENING(S) FB FLAT BAR OF OPPOSITE (HAND) XX—STR DOUBLE EXTRA STRONG VC CONCRETE COMPRESSIVE OWJ OPEN WEB JOIST YD YARD STRENGTH f'm MASONRY PRISM STRENGTH FDN FOUNDATION FF FAR FACE GENERALSYMBOLOGY SECTION NUMBER ARROW INDICATES SECTION DIRECTION OF X PLAN NORTH q SCALE: - 'Y SECTION LETTER ARROW INDICATES POINT OF VIEW DRAWING *WHERE DETAIL W IS SHOWN FLAG INDICATES DIRECTION r (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE 2015 INTERNATIONAL BUILDING CODE. STRUCTURAL DESIGN CRITERIA: ACTUAL DEAD LOADS PLUS THE FOLLOWING DEAD AND LIVE LOADS: FLOOR LIVE LOAD 100 psf CANOPY LIVE LOAD 20 psf SLIDING DOOR 50 plf WIND LOADING: 110 MPH BASIC WIND SPEED, EXPOSURE "B", IW =1.0 Kzt = 1.0 SEISMIC DESIGN: EXISTING LATERAL FORCE RESISTING SYSTEM NO CHANGES ARE REQUIRED BY THE PROPOSED PROJECT. EOUIVALENT LATERAL FORCE PROCEDURE Ss = 1.50, Fa = 1.0 SI = 0.5, Fv = 1.5 Rp = 3.0 STEEL ORDINARY MOMENT FRAMES Sds = 1.0 le = 1.0 SITE CLASS = "D" SEISMIC DESIGN CATEGORY = "D" FOUNDATION IS EXISTING PILE SUPPORTED AND SPREAD FOOTING SYSTEM DEPENDING ON LOCATION IN THE BUILDING. NO CHANGES TO THE BUILDING FOUNDATION ARE REQUIRED BY THE PROPOSED PROJECT, CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF 2500 psi, MAXIMUM Will RATIO = 0.50, MINIMUM 5� SACKS OF CEMENT PER CUBIC YARD. SUBMIT MIX DESIGN FOR REVIEW AND APPROVAL. GROUT 5000 PSI MINIMUM 7—DAY CUBE STRENGTH PER ASTM C1157-00. GROUT TO BE PREMIXED NON —SHRINK "MASTERFLOW 928 GROUT"OR APPROVED EQUAL. USE SPECIFIC GROUT MIX RECOMMENDED BY MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW GROUT MANUFACTURER'S INSTRUCTIONS. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. SUBMIT REINFORCING SHOP DRAWINGS WITH DETAILS PER ACI 315 MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 318-14. LAP ALL CONTINUOUS REINFORCEMENT 40 BARS DIAMETERS OR 2'-0"MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0"MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC 1Yz MESH AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE ------------------------- 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER, #6 BARS AND LARGER ------------- 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER, #5 BARS AND SMALLER ------------- 1Yz" WALLS, INTERIOR FACE, THE LARGER OF ONE BAR DIAMETER OR A MINIMUM OF ------------ DRILL —IN EXPANSION BOLTS KWIK BOLT III BY HILT] FASTENING SYSTEMS, "RED HEAD WEDGE ANCHOR"BY ITT PHILLIPS OR APPROVED EQUAL. ICC CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED. DRILL —IN ADHESIVE INSTALLATIONS HILTI HY20 ADHESIVE ANCHOR SYSTEM FOR UNREINFORCED MASONRY OR BRICK WITH CAVITIES, HIT RE 500 SO ADHESIVE ANCHOR SYSTEM BY HILTI FASTENING SYSTEMS OR SET EPDXY.,ANCHOR SYSTEM BY SIMPSON STRONG TIE ANCHOR 'SYSTEMS FOR SOLID MASONRY OR CONCRETE, OR APPROVED EQUAL. ICC CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED. STRUCTURAL STEEL ALL STEEL SHAPES AND PLATES SHALL BE ASTM A36, Fy= 36 ksi, EXCEPT HOLLOW STRUCTURAL SECTIONS (HSS) SHALL BE ASTM A500 GRADE B, Fy= 46ksi AND PIPE SHALL BE A53 GRADE B, Fy = 35ksi. FABRICATION AND ERECTION PER AISC SPECIFICATIONS. ALL WELDING SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING A70XX ELECTRODES. MINIMUM WELD SHALL BE %6" CONTINUOUS FILLET. STEEL CONNECTION BOLTS SHALL BE A325N AND ALL THREAD RODS SHALL BE A307. EMPLOY A PROPER FIRE WATCH DURING ALL FIELD WELDING OPERATIONS. STRUCTURAL ALUMINUM ALL SHAPES AND PLATES SHALL BE FABRICATED IN ACCORDANCE WITH ALUMINUM ASSOCIATION STANDARD ADMI 2015 ALUMINUM DESIGN MANUAL: PART 1 A SPECIFICATION FOR ALUMINUM STRUCTURES. ALUMINUM ALLOY AND GRADE SHALL BE FURNISHED AS SHOWN ON THE DRAWINGS. ALUMINUM SHALL BE 6060—T5 ALLOY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL WELDING SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING APPROPRIATE ELECTRODES AND FILLER ALLOYS FOR THE PARTS BEING JOINED. MINIMUM WELD SHALL BE %s" CONTINUOUS FILLET. CONNECTIONS IN ALUMINUM EMPLOYING BOLTS SHALL HAVE ALL BOLTS, NUTS, AND WASHERS MANUFACTURED USING A304 STAINLESS STEEL. EMPLOY A PROPER FIRE WATCH DURING ALL FIELD WELDING OPERATIONS. WOOD FRAMING LUMBER SHALL BE KILN DRIED OF MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X MEMBERS) -- DOUGLAS—FIR # 2 BEAMS AND STRINGERS -- DOUGLAS—FIR # 1 POSTS AND TIMBERS -- DOUGLAS—FIR # 1 STUDS, PLATES, AND MISC. LIGHT FRAMING -- DOUGLAS—FIR STANDARD GRADE TOP AND BOTTOM PLATES AT BEARING WALLS -- DOUGLAS—FIR CONSTRUCTION GRADE BOLTED STUDS, LEDGERS, AND PLATES -- DOUGLAS—FIR STANDARD GRADE 2X6 STUDS AND PLATES -- DOUGLAS—FIR #3/STUD GRADE WOOD MEMBER CONNECTIONS SHALL CONFORM TO THE MINIMUM FASTENING SCHEDULE, TABLE 2304.9.1, OF THE INTERNATIONAL BUILDING CODE, WHERE CONNECTIONS ARE NOT SPECIFICALLY INDICATED ON THE DRAWINGS. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH A.W.P.A. APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG—TIE"BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG C-2017. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE—HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U"SERIES JOIST HANGERS. ALL DOUBLE —JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U"SERIES HANGERS. ALL TRIPLE —JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U"SERIES HANGERS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THE REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ONLY ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE SUPPLIER. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. THE STRUCTURAL ENGINEER HAS NO KNOWLEDGE OF, AND IS NOT RESPONSIBLE FOR THE SITE AND SOIL CONDITIONS. MISCELLANEOUS REFER TO ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF DUCT OPENINGS, PIPING, CONDUITS, ETC. NOT SHOWN. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. REFER TO THE SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 17 BY A TESTING AGENCY APPROVED BY THE AUTHORITY HAVING JURISDICTION FOR THE FOLLOWING COMPONENTS: 1. EPDXY INSTALLATIONS IN CONCRETE. 2. EXPANSION BOLT INSTALLATIONS IN CONCRETE. SUBMIT SPECIAL INSPECTION REPORTS TO THE CITY OF TUKWILA BUILDING DEPARTMENT, THE ARCHITECT OF RECORD, AND THE STRUCTURAL ENGINEER OF RECORD. END OF GENERAL STRUCTURAL NOTES FILE O Permit No. R Plan review approval is subject to errors and omissions. Approval of construction documents does not alahnree the violation of any adopted toile & ordinance. Receipt of approved Field Copy and By conm6onj is cknowledged: Date h(,�'fjel 4;j' -I. BUILDING DIVISION REVISIONS No cnanaes Small be Bade to the scope of work W IV?OUI poll' approval of the Tukwila Building Division_ NOTE: Revisions will reauue a new often submittal and Inav include adolftodal plan review. SEPARATE PERMIT REQUIRED FOR: E3 Mechanical [� Elecblcei C_�/ Plumbing l Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 27 20 y of TuS BUILDING DIVISION REO F.IVED CITY OF YIJI 1ILA REVISION AUG 13 2019 a. PERMIT CENTER SK6 (E) W10x29 EQ1 E01 EQ2 EQ2 0 — o (E) W14x63 x LONG SPAN F_ — — — — 0 o —� BEAM (FF) ygNCF� W (E) Wi6x31 Bi — — Q� 61 — — — Q� ---- Q ---- ----- N — — — — — — 61 Q1 TYP (E) W 6 ABOVE N HANGER TO (E) SK2 J ' SHOWN DASHED L W16x40 BEAM ABOVE o TYP SK5 Ri LEDGER — — — (E) 16 H5 0 6'-0" O.C. SK3 4k S3 (E) 16 H5 0 6'-0" O.C. CONTINUOUS S5 R1 Rt R1 Ri Ri (E) 1Y�H50 CANT6x8 DF#1 Qti p�� 6x8 DF#1 Qti Qti Qti P�p�A 6'-00 (E) 16 H5 0 6'-0" O.C. `�(E) W10x29(E) W10x29 SK1K3S4---ddd 3 1 TYP (E) Wi6x36 (E) 16 H5 0 6'-0" O.C. ® 0 =o _,3 =o -13 =o w w (E) W12x14 w (E) W12x14 aI 0 (E) W16x36 BELOW (E) W16x36 BELOW U 0 I 0 C8J 0 N � V1 I I I 1 D I FRAMING LEGEND: SK4 P1 = HSS 2x2x3/16 A500 STEEL COLUMN S4 61 = 6061-T6 ALUMINUM HSS 4x2x1'4 BEAM R1 = 6063-T6 ALUMINUM HSS 2Yx2yxy4 RAFTER/LEDGER x P2 = 6x6 DF#1 POST x = INDICATES 11 GAUGE STEEL CANOPY SHEETING N 3 3 i� INDICATES (E)tYz DEEP 229a TYPE A ROOF v TYP. PARTIAL ROOF, WALL AND CANOPY FRAMING PLAN SCALE: 1/4" = 1'-0" 24'-0" TYP i SKI S3 PROPOSED PLUMBING FLOOR PENETRATION J I 00, I'F- ----� STEP 2Y" FOR I TOPPING I I I I I I I I I I I I I I I —PROPOSED PLUMBING L-- - 6" DIA MARSH FLOOR PENETRATION GAS VENT TO ROOF //////////////////////////////.I'////////////////////// 24'-0" TIE DRAINS IN WALL STEP 21'2" FOR TO FLOOR WITH ONE TOPPING PENETRATION o SK2 N 53 9,,2" THICK CONCRETE FLOOR DRAIN) STRUCTURAL SLAB i 3'x3'x3'-0" DP CONC PILE CAP I r TYP (U.N.O.) ACCESS — .d OPENING IN SLABREVISIO P L-�- 8�2A1 (E) 3" DIA I co I DRAIN I I L ----J I 8'x8'x12Y" DP L I NOTE: CONC DROP 1. SEE DETAIL SK4 / S3 FOR ELECTRICAL CONDUITS ABOVE PANE TtfE DFOR CODE COMPLIANCE 2. HAND -HOLE MAY BE USED IN LIEU OF CORED HOLE AS SLAB. INSTALLATION IF REQUIRED. 37 NECESSARY SEE DETAIL SK3/S3. AUG 27 2019 OFyuE0 CiTYiif° liil�:i1:.A pU613 2019 3. F.C.O. - INDICATES EXISTING FLOOR CLEAN -OUT. ..APPROVED 4. ALL BUILDING FRAMING SHOWN IS EXISTING. City of Tukwila pERMtt CENFR PARTIAL MALL FLOOR BUILDING DIVISION FRAMING PLAN SCALE: 1/4" = 1'-0" 2 0 2 4 6 8 10 SCALE IN FEET Y4" CopE OR/4LEp HOLE SAW Cur SLAB ANo PER PORN (� CONGRE7E GH/P GdNG2E7'E 57*UGrVRA1 S4A8 BA4K TO e7X,-,te GE) 'pE/Nw •'MIN, MAXIMVM (E) RE/N�ORCEn.fENT -- TAFL7<+ G O N G Do /VOT CUr AS SJVOWN ALL 3` FoVR S,pES . -- - • IL R > CE) VO/o--f 4 c1tp > 1 - 1 I iE) /�iNiS/{Eb lsrPADE CE) G/NI.fN !�R.?pE Nd7E J,' /. poS/T/VEGY 4OCA TE Al C (E/ ,QE/NFo/PCEMEN7' AT 40CA 7IdN p7� /O,popV,re,0 PEAIO pM.�T/dN. P. MA/NTlt/N I* `C4E,4R Co/VCFBEYE COVER TO .�/NFo�EMENT. 3, 00 NOT GUT AN y RE/N FO.PGEMEN r //V .S4Ae,. i COR6 [ap/44 /?OVNO Hd4ES ONG Y✓ /o "tilt XJMvM qw A,yE�-Ip 5. SPACE A-D.rAGENY Mv4T/PLC: fd tlLES $ 4 0 " M/N/MUA? exol yVAy TYP. 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CONDUITS CAST IN TRENCH SR E3/Vi -G O GK ST/WUiiRP GOOP4A.?J 7> sv/s are • "Zalr /N AccESS HocE QVARE (^El CONCKET= S"77PVC'N><'/+t S4Af3 ROUGHEN CoN�, 3' APPLy BbvLG, /FGENr 'Tb POUR.WG, SLAB 4�PRawoE PRdp�p N SHc R/NG, OUR.Nlc W COAIJ77pUc 77or « e /NF/L(. S4.ta AS FOLLOWS: /0-frGL/ Ae 4 -e �F EX'110.YG'l wo7 ? R7/1 Ivo7-e' BAR Av" '-A aPe%P co-). SAW cUTr/NG. OF ,fLA$ SHALL /VOT cemcoary X-.4" BE EXCEEp O/MEN.f"/dNS SHOWN, S(/Z •fA'GK fG °3600 PSI Z Do NOT OVERCUT GO,�ivae,s. M.awlHUM, 3, SH Oj�� ,fL A73 f� OI�E7cG y /z%'2/ UR 7"0 SFtWCV Tr)N( GIP SLAS .S�GT7oN .PEN/ 0 VAL . LEAvc-- .iL/0,P/NG� IA/ /d"cc ys M1Nfmum ftfm'T PL/tG/N(>j G'O,V G+FETE. TYP. ACCESS HOLE REPAIR THRU SK2 STRUCTURAL CONCRETE SLAB JE) RE/NF SAWS 0,-fc S✓Nu-G u f S4sO ERCH wsiy T—OF siPE:S /^ Deep .00/vor 3 V07dY7Gt6 TD /�Z r/ /fZ `� tlV&T2=Cv7" 1 HO4/tONYAL GLp HRNP-HotE CLR cORNF)pS /A9 GON G .SrR . . :5'4A'6 <'6R PSRN JJ , (r.) 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ALUMINUM RAFTER - - - - - - - � ' PER PLAN a /fi ALUMINUM HSS RAFTER PER PLAN s — HSS 2x2x3�6 6 js ALUMINUM BEAM lil PER PLAN 01 _ - _ _ ALUMINUM DIRECTLY --- BELOW RAFTER a ALUMINUM HSS COLUMN CONNECTION 2x2x3/6 CEILING, AT TOP OF HSS: HSS COLUMN LOW LEDGER, AND - - - PER PLAN cy _ - - - - - - - - VERTICAL END 2" - MEMBER ALIGNED WITH HSS RAFTERS a TYPICAL 1 1 PL 3ax2x6 W/ (2)-%" DIA WELDED 2 REVISION A H DIA ARU THREADED STUDS TH BOLTSS ® 12" O.C. EACH BEAM PER PLAN 316 1 Y. — SIDE, EACH 316 Y16 - FOR RAFTER, TOP AND BOTTOM, THUS: POST PER PLAN ELEVATION SHOWN DASHED VEDNCESECTION72019 EREVIEWED EQ ukwila DIVISION o ® TOPPING PER PLAN EQ STRUCTURAL CONCRETE SLAB 6x6 PER PLAN a �6 6x8 IL %x3x6 W/ (2)-%" I a NOTE: DIA EXPANSION 1. CANOPY FRAMING IS WELDED TOGETHER WITH ANCHORS WITH 3" RECi?i!rEO 316" FILLET, )/16" SQUARE, AND 316" FLARE EMBEDMENT N CITY OF iUiC'YILA BEVEL WELDS, AS REQUIRED. 6" 6" AUG 1 3 2019 2. CANOPY MAY BE FABRICATED IN UPTO %"t LEVELLING THREE SECTIONS ALIGNING WITH COLUMNS. ELEVATION GROUT _ _ PERMIT CENTER TYP. CANOPY TO STOREFRONT TYP. CANOPY TO SUPPORT COLUMN nSK5 SK6 -------- -- - II II V7- 0. yv, CI-10,QP "4?IA A 307 ,41,t. r,4�P_C-A-p /- 0-1A r6- '4 5 Cz- 0-5-- A 57 S�C 7-/ 0/-/ PoSsrgLE TO THUS: /vo7r-: T0Z44- CV --Al I -AZIS SXI4L4. No r EFy Ceep 3"MAX. r-?--7/W.0s Z-=4-evA 7-1191V 01 W, 95, TYP. SUSPENSION ROD DETAIL OJST SK1 TO (E) OPEN WEB STEEL JOIST 6'57c-c-t C le 10'e. L 3 x,7 x Y-v z4v Y— A,7 oF %'GA %/�CJh'PA ELE Vfr'nt7N = .? �//'"f�, �-�7::-1TMtG STQA?PJ.v dj Aeovc- AlOr,5F.' 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"Q�'�VT (�) vv / 6 >e 4- YALt-e y 00A-?,j P/c 577 'efEAr', C4"mp Wmj t'W1 -,-Wu I- Fi ( 5-7A STRAr A.S.7 ALL Ttikelrn R6 Hncslloc- YVA-.rktoe (E) C01v4015rlv: Rv-rc' ),,oqp TO Su/ r REWIEWED-MR CODE COMPLIANCE APPROVED WFIVU AUG 27 2019 CITY OF W 6i!YILA P AUG 13 2019 JJ City of Tukwila BUILDING DIVISION PERMIT CENTER PLATFORM SUPPORT COLUMN BEAM HANGER AT DOOR CORNER_(S� TO (E) CONIC STRUCTURAL SLAB =7 4-= t-c-m VAT/On/ AID 43 4 77-0 M -50 !F,4Cq (A:) COA, C C S U 0 77 0 ARA L f-O 3,1 -5 70 Eh CH SrD� SECTION PLAN TYP. POST BASE TOE CO SK1 STRUCTURAL SLAB Nc-n TYP. BEAM TO POST STOREFRONT_(�§ 1p (�) IV P/000 1,W1j;prA-vf, TYP. TOP OF COLUMN CONNECTION ( SECTION '—A -:3 5 -4-If --ACkl jc-& - SK3 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 27 2019 City of Tukwila BUILDING DIVISION nECFIVED CITY OF YU' XWILA AUG 13 2019 PERMIT CENTER LIST OF ABBREVIATIONS M AT ID INSIDE DIAMETER CENTERLINE IN INCH ' fE PROPERTY LINE INCL INCLUDED ^ i 0 DIAMETER INSUL INSULATION ## POUND OR NUMBER TNT INTERIOR (E) EXISTING INV INVERT ((N NEW JB JUNCTION BOX AB ANCHOR BOLT JF JOINT FILLER ABV ABOVE JT JOINT ACC ACCESS KIT KITCHEN ACOUS ACOUSTICAL KO KNOCKOUT ACP ASPHALT CONCRETE PAVING LAM LAMINATE; LAMINATED ACS ACCESS PANEL LAV LAVATORY ACT ACOUSTICAL TILE LBS POUNDS AD AREA DRAIN LF LINEAR FOOT (FEET) ADA AMERICANS with DISABILITIES ACT LH LEFT HAND ADJ ADJUSTABLE LL LIVE LOAD AFF ABOVE FINISHED FLOOR LOC LOCATION AGGR AGGREGATE LP LOW POINT AIB AIR INFILTRATION BARRIER LT LIGHT ALT ALTERNATE MAS MASONRY ALUM ALUMINUM MATL MATERIAL APPROX APPROXIMATE MAX MAXIMUM ARCH ARCHITECTURAL; ARCHITECT MB MACHINE BOLT ASPH ASPHALT MC MEDICINE CABINET AUTO AUTOMATIC MDF MEDIUM DENSITY FIBERBOARD BD BOARD MOO MEDIUM DENSITY OVERLAY BITUM BITUMINOUS MECH MECHANICAL BLDG BUILDING MEMB MEMBRANE BLKG BLOCKING MEZZ MEZZANINE BM BEAM MFR MANUFACTURER SO BOTTOM OF MIN MINIMUM BOT BOTTOM MISC MISCELLANEOUS BRG BEARING MO MASONRY OPENING BSMT BASEMENT MTD MOUNTED BUR BUILT UP ROOFING MTL METAL CAB CABINET MUL MULLION CB CATCH BASIN N NORTH CEM CEMENT N/A NOT APPLICABLE CER CERAMIC NIC NOT IN CONTRACT CIP CAST -IN -PLACE NO NUMBER CJ CONTROL JOINT NOM NOMINAL CLG CEILING NR NOISE REDUCTION CLK CAULKING NITS NOT TO SCALE CLO CLOSET CA OVERALL CLR CLEAR OC ON CENTER CMU CONCRETE MASONRY UNIT OD OUTSIDE DIAMETER; CNTR COUNTER OVERFLOW DRAIN COL COLUMN OFF OFFICE CONC CONCRETE OH OVERHEAD CONN CONNECTION OHWM ORDINARY HIGH WATER MARK CONTT CONSTRUCTION OPNG OPENING CONT CONTINUOUS OPP OPPOSITE CONTR CONTRACTOR OSB ORIENTED STRAND BOARD CORR CORRIDOR PBD PARTICLE BOARD CPT CARPET; CARPETED PCC PRECAST CONCRETE CRS COLD ROLLED STEEL PCF POUNDS PER CUBIC FOOT CSK COUNTERSUNK PERF PERFORATED CT CERAMIC 11LE PERP PERPENDICULAR CTR CENTER PL PLATE CU FT CUBIC FEET PLAM PLASTIC LAMINATE DBL DOUBLE PNL PANEL DEMO DEMOLITION PNT POINT DET DETAIL POS POINT OF SALE DIA DIAMETER PR PAIR DIM DIMENSION PRCST PRECAST DL DEAD LOAD PSF POUNDS PER SQUARE FOOT ON DOWN PSI POUNDS PER SQUARE INCH DR DOOR PTN PARTITION DS DOWNSPOUT PVC POLYVINYL CHLORIDE DSP DRY STANDPIPE PWD PLYWOOD DW DISHWASHER R RISER DWG DRAWING RA RETURN AIR E EAST BAD RADIUS EA EACH IRS RUBBER BASE EJ EXPANSION JOINT RD ROOF DRAIN EL ELEVATION REF REFERENCE ELEC ELECTRICAL REFR REFRIGERATOR ELEV ELEVATOR REG REGISTER ENCL ENCLOSURE REINF REINFORCED EQ EQUAL REM REMAINDER EQUIP EQUIPMENT RED REQUIRED EST ESTIMATE RESIL RESILIENT EW EACH WAY REV REVISION; REVISIONS; REVISED EXH FN EXHAUST FAN RGTR REGISTER EXIST EXISTING RH RIGHT HAND EXP EXPANDED; EXPANSION RM ROOM EXP BT EXPANSION BOLT RO ROUGH OPENING EXPO EXPOSED RVP RADON VENT PIPE EXT EXTERIOR RWI. RAIN WATER LEADER FA FIRE ALARM S SOUTH FB FLAT BAR SAF SELF -ADHERED FLASHING FD FLOOR DRAIN SAM SELF -ADHERED MEMBRANE FE FIRE EXTINGUISHER SC SOLID CORE FEC FIRE EXTINGUISHER CABINET SCHED SCHEDULE FF FINISH FLOOR SO SMOKE DETECTOR FF EL FINISH FLOOR ELEVATION SECT SECTION FH FIRE HYDRANT SF SQUARE FOOT (FEET) FHC FIRE HOSE CABINET SG SAFETY GLASS FF FINISH TO FINISH SHR SHOWER FIN FINISH SHT SHEET FLASH FLASHING SHT MITI. SHEET METAL FLR FLOOR; FLOORING SHTG SHEATHING FLUOR FLUORESCENT SHV SHELF; SHELVING FO FACE OF... SIM SIMILAR FOC FACE OF CONCRETE SOO SLAB ON GRADE FOF FACE OF FINISH SPEC SPECIFICATION FDIC FURNISHED. BY OWNER- SQ IN SQUARE INCH(ES) INSTALLED BY CONTRACTOR SST STAINLESS STEEL FOM FACE OF MASONRY STD STANDARD FOS FACE OF STUDS STL STEEL FPL FIREPLACE STOR STORAGE FIR FRAME STRUCT STRUCTURAL FRPF FIREPROOF SUSP SUSPENDED FRT FIRE RETARDANT TREATED SYM SYMMETRICAL FRZR FREEZER T TREAD FT FOOT OR FEET T&G TONGUE AND GROOVE FTG FOOTING TB TOWEL BAR FURR FURRING TEL TELEPHONE FUT FUTURE TER TERRAllO FW FULL WIDTH TG TEMPERED GLASS GA GAUGE THK THICK GAIN GALVANIZED TO TOP OF... GC GENERAL CONTRACTOR TOB TOP OF BEAM GL GLASS TOO TOP OF CONCRETE; CURB CLAM GLUE -LAMINATED TOF TOP OF FLOOR; FOOLING; FRAME OR GRADE TOM TOP OF MASONRY GWB GYPSUM WALL BOARD TOPO TOPOGRAPHY GIP GYPSUM TOS TOP OF SLAB HB HOSE BIB TOW TOP OF WALL HC HOLLOW CORE TS TUBE STEEL HDO HIGH DENSITY OVERLAY TSTAT THERMOSTAT - - HDR HEADER TPH TOILET PAPER HOLDER HDWD HARDWOOD TYP TYPICAL -. HOW HARDWARE UNO UNLESS NOTED OTHERWISE Hill HOLLOW METAL UC UNDER COUNTER HORIZ HORIZONTAL VB VINYL BASE HP HIGH POINT VEN VENEER ' HR HOUR VERT VERTICAL HT HEIGHT VEST VESTIBULE HVAC HEATING/VENTILATING/ VG VERTICAL GRAIN AIRCOND1110NING VLF VERIFY IN FIELD HW HOT WATER VT VINYL TILE HWT HOT WATER TANK SYMBOLLEGEND GENERALNOTES PROJECT TEAM LANDLORD .� 1. CODES: ALL WORK SHALL CONFORM TO THE WASHINGTON STATE BUILDING CODE AND ALL OTHER GOVERNING LAWS, CODES, ORDINANCES AND REGULATIONS. WESTFIELD, LLC. 2800 SOUTHCENTER MALL 1. GRID LINE - �C J \.../ 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE CALCULATED DIMENSIONS ONLY, NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST, SEATTLE, WASHINGTON 98188 3. ALL DIMENSIONS. ARE TO FACE OF FRAMING AND CONCRETE WALLS UNLESS NOTED CONTACT: EMAY YEE OTHERWISE. T. 847-779-4832 XXX ROOM NAME 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO INITIATING THE WORK. M. 773-372-0565 2. ROOM REFERENCE ROOM NUMBER NOTIFY THE ARCHITECT. OF ANY DISCREPANCIES. emilyyeeffulmoom 5. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT. PRO14DE ALL BUCK -OUT, ARCHITECT BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATION, GRAHAM BABA ARCHITECTS REFERENCE DOOR NUMBER 6. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 3. DOOR REFERENCE 1507 BELMONT AVE, SUITE 200 7. SERVICE WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED. SEATTLE, WASHINGTON 98122 PHONE: 206-323-9932 8. PROVIDE FIRE -STOPPING AT ALL INTERSECTIONS BETWEEN CONCEALED WALL AND HORIZONTAL SPACES, SUCH AS SOFFIT OR CEILING, CONTACT: MAKI SCHMIDT WXX REFERENCE WINDOW SCHEDULE EMAIL: makittgrahambaba.com 4. WINDOW REFERENCE 9. PROVIDE DRAFT -STOPPING IN CONCEALED SOFFIT SPACES WHERE REQUIRED BY CODE MECHANICAL/ ELEG PLUMBING 10. ALL INSULATION MATERIALS SHALL HAVE FLAME -SPREAD RATING NOT TO EXCEED 25 AND A SMOKE -DEVELOPED RATING NOT TO EXCEED 450. TES ENGINEERING 5. EXTERIOR ELEVATION AX XX DRAWING NUMBER SHEET NUMBER 11. CLEAR DEBRIS FROM ALL VENTILATION DRILL HOLES AND NOTCHES. 25760 FIRST STREET CLEVELAND, OHIO 44145 12. REMOVE ALL UPC STICKERS AND LABELS FROM PIPING, HANGERS ETC, UNLESS REQUIRED PHONE 440-871-2410 BY CODE PRIOR TO INSTALLATION CONTACT: KATIE RUSSO EMAIL: krusso®tesengineering.com 6. SECTION X DRAWING NUMBER AX.XX SHEET NUMBER 7. DETAIL REFERENCE X DRAWING NUMBER (SECTION) AX.XX SHEET NUMBER X DRAWING NUMBER 8. DETAIL REFERENCE AX.XX SHEET NUMBER (PLAN) 9. ELEVATION REFERENCE `!j_ ITEM LOCATION YX'-XX" ELEVATION X DRAWING NUMBER SHEET NUMBER 10. INTERIOR ELEVATION X AX.XX X X 11. ASSEMBLY REFERENCE __�> SEE SHEET AO.20 OX ONLY MOST RECENT REVISION SHOWN CLOUDED. 12. REVISION REFERENCE A FOR PREVIOUS REVISIONS REMAIN. DATE OF REVISIONS INDICATED AT RIGHT MARGINS. -� WOOD SHIM BLOCKING a 4 CONCRETE �. FINISH WOOD � STEEL BATT INSULATION ALUMINUM RIGID INSULATION WOOD FRAMING (CONTINUOUS) CONCRETE III MASONRY UNIT FIREBRICK PLYWOOD \\%\\% //\\//\\//\\ EARhI VENEER STONE GRAVEL i W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD NEW WINDOW WF WIDE FLANGE WFBM WIDE FLANGE BEAM WG 'WIRED GLASS WH WATER HEATER WL WATER LINE WILD WELDED WP WATERPROOF WPM WATERPROOF MEMBRANE IN WATER RESISTANT WSCT WAINSCOT WSG WIRE SAFETY GLASS WT WEIGHT WTR WATER ELECTRICAL ENGINEERING (NOTE: LIGHTING LOAD CALCULATIONS. PER WS ENERGY CODE) FIRE ALARM SYSTEM MECHANICAL ENGINEERING PLUMBING ENGINEERING SPRINKLER SYSTEM TENANT HOMEGROWN SUSTAINABLE SANDWICH SHOP 120 LAKESIDE AVE, SUITE 310 SEATTLE, WASHINGTON 98122 PHONE: 206-491-9532 CONTACT: MATT HOFFMAN EMAIL: matt.hoffmanMeathomegrown.com KITCHEN EQUIPMENT CMA RESTAURANT SUPPLY & DESIGN, INC 12811 NE 126th Place, Kirkland, WA 98034 CONTACT JEFF WINTER PHONE 425-747-7223 EMAIL Jeffw®cmarestaurantsuppiycom STRUCTURAL ENGINEER HARBOR CONSULTING ENGINEERS, INC. 3316 FUHRMAN AVE EAST, SUITE 250 SEATTLE, WA 98102 CONTACT: DARREN S. JOHNSTON PHONE: 206-818-0815 EMAIL: djohnston®harborengineers.com CONTRACTOR TBD l 6I• \ 6i11A �► APPLICABLE CODES: WASHINGTON STATE BUILDING CODE. 2015 INTERNATIONAL BUILDING CODE WITH AMENDMENTS WASHINGTON STATE ENERGY CODE CODE AUTHORITY CITY OF TUKWILA EXISTING USE/OCCUPANCY: M RETAIL CHANGE OF USE/OCCUPANCY: B-RESTAURANT CONSTRUC110N TYPE: TYPE 2-B STORIES: 3-STORY TENANT SPACE: 1 STORY TENANT SPACE: 1,609 SF REF. SHEET A0.02 FOR ADDITIONAL CODE INFORMATION DRAWING INDEX A0.01 GENERAL INFORMATION AO.02 CODE COMPLIANCE & EGRESS DIAGRAM AO.03 SCHEDULES & ASSEMBLY TYPES A0.04 TYPICAL FRAMING AND ASSEMBLY TYPES A1.01 SITE PLAN A2.01 DEMO PLAN AND FLOOR PLAN A6.01 REFLECTED CEILING PLAN MO.1 MECHANICAL LEGEND AND DETAILS MO.2 MECHANICAL SCHEDULES M0.3 MECHANICAL SPECIFICATIONS M1.0 MECHANICAL PLAN EO.1 ELECTRICAL LEGEND & DETAILS EO.2 ELECTRICAL SPECIFICATIONS EO.3 ONE LINE & PANEL SCHEDULES E1.0 LIGHTING PLAN E2.0 POWER PLAN PO.1 PLUMBING LEGEND, DETAILS, AND SCHEDULES PO.2 PLUMBING SPECIFICATIONS P1.0 DOMESTIC WATER PLAN P1.1 SANITARY PLAN P2.0 RISER DIAGRAM K-1 KITCHEN EQUIPMENT PLAN K-2 KITCHEN EQUIPMENT SCHEDULE K-3 KITCHEN ELECTRICAL ROUGH -IN PLAN K-4 KITCHEN MECHANICAL ROUGH -IN PLAN K-5 KITCHEN WALL BACKING PLAN K-6 KITCHEN ELEVATIONS 1y/I:NI0111yia8►_\ PROJECT DESCRIPTION INTERIOR, NON-STRUCTURAL TENANT IMPROVEMENT TO EXISTING RETAIL SPACE #532 AT SOUTHCENTER MALL ZONING INFORMATION PROJECT LOCATION: 841 SOUTHCENTER MALL TUKWILA, WA 98188: PARCEL NO.: 9202470010 ZONING: TUC -RC ZONING OVERLAY: N/A LOT AREA: 1,355,919. SIF LEGAL DESCRIPTION: WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 PGS 77-84 (AKA PARCEL A TUKWILA BSIP #1_10-032 REC #20101021000765) SEPARATE PERMIT RE UIRED FOR: Mechanical EleeVical Plumbing d 'as Pip ng .4al Tutwrila BURDINGDMSION REVISIONS NO Changes shall be made to the scope Of work witnout pro, approval of the Tukwila Building Division. NOTE: Revisions will feature a new plan submittal and may include additional plan review. . FO Permit No. � Plan review approval Is subject to effors ano omissions. Approval of construction documents does nor au1Mrae the violation of any adapted coact or ordinance Receipt of approved Field Copy and �rp_ngNong Is cicnowietlge0: ar 1/�I L.lv Data /ln A.Z, 1_ 1 cav'of T-le BUILDING DIVISION REVIEWED FOR RECEIVED CODE COMPLIANCE CITY OF TUKWILA APPROVED APR 2 4 2019 M;aY ti ` PEP,211T CENTER City of Tukwila BUILDING DIVISION EGRESS CALCULATIONS DOOR REQUIREMENTS - MINIMUM WIDTH OF DOORS REQUIRED = 32 INCHES (PER WBC 2015 1010.1.1) MINIMUM WIDTH OF DOORS PROVIDED = 32 INCHES EXIT REQUIREMENTS NUMBER OF EXITS REQUIRED = 1 (PER WBC 2015 1006.31, & TABLE 1006.3.1) NUMBER OF EXITS PROVIDED = 2 MEANS OF EGRESS SIZING CALCULA110NS NUMBER OF OCCUPANTS = 48 OCC EXIT WIDTH FACTOR = 0.2 INCHES (PER WBC 2015 1005.3.2, EXCEPTION 1) MINIMUM EXIT WIDTH = 36.0 INCHES MINIMUM EXIT PATH WIDTH PROVIDED = 36.0 INCHES EXIT ACCESS TRAVEL DISTANCE (PER WBC 2015 402.8.5) MAXIMUM TRAVEL DISTANCE ALLOWED = 200'-0" MAXIMUM TRAVEL DISTANCE PROVIDED= 63'-7" OCCUPANT LOAD CALCULATIONS OCCUPANT LOAD PER 2015 SBC 1004.4. AND TABLE 1004.1.2 AREA AREA OCCUPANT LOAD FACTOR OCCUPANTS SEATING (ASSEMBLY UNCONC.) 201 SF 15 net 14 SEATING (ASSEMBLY CONC.) 14 SF 7 net 3 KITCHEN TOTAL 794 200 gross 4 FIXED SEATING, NO DIVIDING ARMS 501 INCHES 18 inch 27 TOTAL OCCUPANT LOAD 48 EGRESS NOTES 1. ALL DOORS SHALL BE MIN 32" CLEAR WIDTH PER WBC SECTION 1010.1.1 2. EXIT PATH LIGHTING SHALL COMPLY WITH WBC 1008.2 3, PROVIDE EXIT SIGNS PER WBC SECTION 1013 4. EVERY ASSEMBLY ROOM SHALL HAVE ITS OCCUPANT LOAD POSTED AT A CONSPICUOUS PLACE NEAR THE MAIN EXITS PER WBC SECTION 1004.3 5. DOORS SHALL REMAIN IN FULL OPEN POSITION DURING THE PERIOD OF OCCUPANCY BY THE GENERAL PUBLIC PER 402.8.8.1 FLOOR PLAN KEY (E) EXISTING ( T AREA NOT IN WORK (N) NEW AREA OF WORK PERIMETER (N) DIE WALLS X XX SF OCCUPANT LOAD FACTOR ��TTT�TlIT (N) WALLS XX OCC NUMBER OF OCCUPANTS (E) WALLS PLUMBING FIXTURE CALCULATIONS OCCUPANT TOTAL OCCUPANT OCCUPANT MINIMUM NO, LOAD MINIMUM NO. OCCUPANT LOAD PER LOAD FACTOR OF REQUIRED FACTOR FOR OF REQUIRED OCCUPANCY LOAD GENDER FOR WCs WCs LAVATORIES LAVATORIES B RESTAURANT 48 24 75 1 PER GENDER 200 1 PER GENDER i PER 1 PER MIN FIXTURES PROVIDED (EXISTING FIXTURES) GENDER GENDER (EXISTING) (EXISTING) 50 OCC > 48 OCC — 1 EXITS REQUIRED 1. MINIMUM PLUMBING FIXTURE CALCULATIONS PER WBC TABLE 2902.1 2 EXITS PROVIDED 2. EXISTING TOILET FACILITIES FOR EMPLOYEES AND PATRONS MUST BE LOCATED WITHIN PROPOSED NUMBER OF SEATS : 33 200'-0" OF TENANTSPACE PER PUBLIC HEALTH GUIDE FOR FOOD SERVICE PLAN AND WBC 2902.3.3 TRAVEL DISTANCE PROVIDED=197'—O" Site Plan/Egress Plan/ Washroom Location 2 Scale: 1/16"=1'-0" 39 40 I i 14'-2" LEASE EXTENT CITY OF TUKWIL.A Egress Plan APR 2 4 2019 Scale: 1/4"=1'-0" PERMIT CENTER FINISH KEY PARTITION ASSEMBLY: P-1: 3-5/8"LIGHT GA. MTL STUDS 0 16" O.C. W/ ACOUST. BATT INSULATION W GWB ON BOTH SIDES FIN. PER ELEVATIONS P-1c: SAME AS P-1 W/ 6" LIGHT GA. MR. STUDS Interior Partition MARK FINISH BASIS OF DESIGN MODEL MANUFACTURER/SUPPLIER MODEL NUMBER FINISH NOTES FRP FIBERGLASS REINFORCED PANELS MARUTE R SIM SMOOTH WHITE AT WALLS; BLACK PEBBLED AT UNDER COUNTER AREAS GL1 CLAEAR GLASS TRANSLUCENT LAMINATED GLASS MTL1 HOT -ROLLED STEEL BLACKENED WITH CLEAR SEALER (VFY FINISH) MTL2 STAINLESS STEEL 16 go SHEET ON SUBTOP MTL3 POWDER COATED BLACK STEEL 16 go SHEET, POWDER COATED BLACK PFM PRE -FINISHED MAPLE AT CONCEALED CABINET AREAS, NO PARTICLE BOARD PF1 POLY VINYL FLOOR ECO GRIP COLOR: PEWTER, THICKNESS: 1/4", 6' INTEGRAL COVE BASE AND S.S. COUNTER -FLASHING Pi PLASTIC LAMINATE WILSONART PR SIMILAR 1595-60 BLACK MATTE FINISH PL2 PLASTIC LAMINATE 'MLSONART.PR SIMILAR 1573-60 FROSTY WHITE MATTE FINISH PIT PAINT SHERIMN WILLIAMS SW7004 SNOWBOUND EGGSHELL FINISH ON GWB WALLS, SEMI -GLOSS ON WOOD AND METAL, FLAT ON CEILING AND ANY EXPOSED MEP ITEMS PT2 PAINT SHERWW WILLIAMS SW6993 BLACK OF NIGHT EGGSHELL FINISH ON GWB WALLS, SEMI -GLOSS ON WOOD AND METAL PT3 PAINT BEHR - 710E-4 SAGE GRAY EGGSHELL FINISH ON GWB WALLS, SEMI -GLOSS ON WOOD AND METAL. QOARTZI QUARTZ STONE PENTAL QUARTZ BQ8220 LATTICE 2CM; HONED W/ EASED EDGE RICHLITEI RICHUTE RICHLITE GRAYS HARBOR TILE1 SUBWAY TILE AMBIENTE WHITE COLLECTION 48 WHITE GLOSS SUBWAY TILE ON DENSHIELD OR SIM SUBSTRATE; COVE BASE WHERE NOTED, DOVE GRAY EPDXY GROUT TILE2 FLOOR TILE AMBIENTE PUREUNE.2694-PL90 12X24 PORCELAIN FIELD TILE WITH HYBRID GROUT; VFY GROUT COLOR WD1 RECLAIMED WOOD BOARDS SANDED, CLEAR MATTE FINISH LAYOUT. AS SHOWN, MATERIAL FURNISHED BY OWNER (FDIC) WD2 BUTCHER BLOCK SOLID MAPLE BUTCHER BLOCK COUNTERTOP WITH CLR MATTE FINISH, MINERAL OIL, OR SIM, MEETING NSF REQUIREMENTS DOOR AND HARDWARE SCHEDULE DOOR DIMENSIONS MATERIAL TYPE HARDWARE TRACK TAG .TYPE WIDTH HEIGHT DOOR FRAME LEVERSET CLOSER OTHER FINISH NOTES HEAVY DUTY COMMERCIAL GRADE FLUSH COMMERCIAL GRADE HEAVY DUTY BOLT AT TENANT SIDE, OMNIA D9000S & RECESSED-TRACKW/ SOFT CLOSE FOR 101.1 SLIDING 9'-5" 10'-0" WD WD A NONE N/A PAMEX DUST PROOF STRIKE FOR FLUSH SS SLIDING DOOR. HAFELE HAWA JUNIOR PROVIDE DOOR STOPPER BOLT, DD05-604 (US26D/626 FINISH). 120A OR SIMILAR, GC TO CONFIRM DOOR WEIGHT HEAVY DUTY COMMERCIAL GRADE FLUSH COMMERCIAL GRADE HEAVY DUTY 101.2 SLIDING 7'-5 5/8" 10'-O" WD WD A NONE N/A BOLT AT TENANT SIDE, OMNIA D9000S Ar SS RECESSEDTRACK W/ SOFT CLOSEF R EC SSEDO PAMEX DUST PROOF STRIKE FOR FLUSH BOLT, DD05-604(US26D/626 FINISH). R 120A OR SIMILAR, GO TO CONFIRM DOOR PROVIDE DOOR STOPPER WEIGHT HEAVY DU COMMERCIAL GRADE FLUSH COMMERCIAL GRADE HEAVY DUTY 101.2 SLIDING 7'-9 3/4" 10'-0" WD WD A NONE N/A BOLT AT TENANT SIDE, OMNIA D9000S & SS RECESSED TRACK W/ SOFTCLOSEFOR PAMEX DUST PROOF STRIKE FOR FLUSH BOLT, DD05-604 (US26D/626 FINISH). SLIDING DO R 120A OR SIMILAR, GC TO CONFIRM DOOR PROVIDE DOOR STOPPER WEIGHT 104.1 DOUBLE SWING 3'-0" 7'-0" SS SS B NONE N/A 90 DEGREE HOLD OPEN SS ELIASON MEDIUM -DUTY DOUBLE -SWING DOR, DSP-3 PILL 1N hr, IV JH nJrT an, IIVI.L . ITV/ena. H11/.1-LVUa 4v4'z.0 A ENTRY DOORS \J Interior Partition PARTITION ASSEMBLY: P-2: 5/8" GWB 6" LIGHT GA. MTL. STUDS ® 16" O.C. W/ ACOUST. BATT INSULATION (2) LAYERS OF 5/8" GINS FIN. PER ELEVATIONS Interior Partition 1507 Belmont Ave, Suite 200 Seattle, WasMngum 98122 206.323.9932 VEEOW RED ECT AHAM GTON City of Tukwila Approval Stamp: Homegrown at Southcenter 841 Southcenter Mail Space #532 Aq-0137 Seattle, WA 98188 Project No. 1906 REVIEWED FOR DCI Project No. XXXXXX j CODE COMPLIANCE PARTITION ASSEMBLY: PARTITION ASSEMBLY: APPROVED P-3: (E) WALL SURFACE 6" LIGHT GA. MTL. STUDS ®. 16" O.C. W/ ACOUST. BATT INSULATION 5/8" GWD P-4: 7/8" HAT FURRING CHAN EL I ON (E) WALL SURFACE MAY 2O 2019 ® 16" O.C. OR AS REQ'D 1/2" GWB FINISH PER SCHEDULE CRY of Tukwila BUILDING DIVISION Date: Revision: Scale: AS NOTED FRP Sheet contents: RECEIVED CITY OF T LIKWILA APR 2 4 2019 Schedules & PEPI' <tIT rrNTfUi Assembly Types Sheet: /� Interior Partition SECTION OF TRACK USED AS HEADER CONNECTION TOP TRACK HEADER BEAM METAL STUD CRIPPLE STUD CLOSURE TRACK EXTENDED ABOVE AND BELOW OPENING, AS REQUIRED FOR STRENGTH SILL TRACK MULTIPLE STUDS BACK-TO-BACK, AS REQUIRED CRIPPLE STUD BOTTOM TRACK 6 Typical Light Gage Framing SCALE: NTS GUSSET PLATE M EACH SIDE HEADER BEAM SUPPORT MEMBER 5 Typical Light Gage Framing Detail SCALE: NTS 3/4" COMPRESSION STRUT PRESSURE FIT BETWEEN STRUCTURE ABOVE AND CEILING MAIN RUNNER 12'-0".0.C. EA WAY WITH FIRST POINT W/IN 6'-0- OF PERIMETER WALLS PER ASTM C635 & ASTM C636 (E) STRUCTURE 4-12 GA SPRAY WIRES (® 200LB FACE OF WALL DESIGN LOAD, MIN) FASTENED WAN 2. OF COMPRESSION POST PERIMETER WIRE EACH TERMINATION POINT 12GA HANGER WRE 0 48" O.C. y HEAVY DUTY MAIN 6" MAX RUNNER ® 48" O.C. � 0 a -HEAVY DUTY CROSS RUNNER ® 24" O.C. `SCREW CLIP, TR SIM, PER MFR, TIGHTEN \\\_SCREW ®RESTRAINTED EDGES ONLY FINISH SCHEDULE SHADOW MOULDING WITH CONCEALED FLANGE PER MFR n Suspended T-Bar Ceiling System i SCALE: NTS .C. VGWB, FINISH PER A6.01 �Typical GWB Ceiling Assembly Detail �% SCALE:3" = T-0" DIAGONAL 3. 5/8" METAL STUD BRACING AT 4'-0" O.C. AS REQUIRED TO STABIUZE PARTITION CLIP ANGLE `�— TOP TRACK B.O. (N) FOH CFILING ................ ' t11'-0' A.F.F. UP TO 6" OVER FINISH CEILING, TYP LT GAUGE FRAMING PER PLAN B.O. (N) BOH....-_....-_......_.CEILING --- - ---------------- t10'-0A.F.F. i Typical Full -height Framing - Top Track Detail SCALE:3" = T-0" 611 10121 M I 11M I'l IN � SITE PLAN O m 70 :E �!, 011 A 01A .01 SITE INFORMATION PROJECT LOCATION: 841 SOUTHCENTER MALL TUKWILA, WA 98188 PARCEL NO, 9202470010 ZONING: TUC -RC ZONING OVERLAY. N/A LOT AREA: 1,355,919 SF BUILDING AREA: 553,580 SF INTERIOR WORK AREA: 1,609 SF LEGAL DESCRIPTION: WEA SOUTHCENTER LLC BSIP PER BSIP REG VOL 256 PGS 1-9 WHICH REPLACES BSIP REG VOL 249 POS 77-84 (AKA PARCEL A TUKIMLA BSIP #L10-032 REG #20101021000765) CODE FOR CODE COMPLIANCE APPROVED MAY 20 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TLIKWILA APR 2 4 20119 PEPIvIlT CE.Ni-ER DEMO NOTES 1. PRIOR TO WORK COMMENCING, CONTRACTOR TO PROVIDE STOREFRONT BARRICADE 9. NO STRUCTURAL MEMBERS TO BE REMOVED OR COMPROMISED. CONTRACTOR TO AROUND PERIMETER OR WORK AREA PER MALL TENANT CONSTRUCTION MANUAL NOTIFY ARCHITECT IF STRUCTURAL ASSEMBLY ENCOUNTERED DURING DEMOLITION PRIOR TO REMOVAL -- 2. PROTECT ADJACENT FINISHES ON EXISTING SURFACES TO REMAIN 10, RECYCLE AND SALVAGE EXISTING MATERIALS. AS POSSIBLE 3. NEW WALLS AND FINISHES TO ALIGN WTH EXISTING SURFACES - _ 11. REMOVE ALL LOOSE LYING WOOD, METAL, CONCRETE AND MISCELLANEOUS DEBRIS 4. PATCH AND PAINT SURFACES WHERE (E) ITEMS REMOVED FROM THE PREMISES 5. ALLOW FOR PAINTING AND TOUCH UP OF EXISTING MATERIALS TO BETTER MATCH 12. ASBESTOS AND ANY HAZARDOUS MATERIAL SHALL BE REMOVED AND DISPOSED OF NEW FINISHES ACCORDING TO APPLICABLE JURISDICTIONAL REQUIREMENTS 6. EXISTING WALLS AND SURFACES WHERE NEW CONDUIT, ELECTRICAL BOXES, ETC. ARE 13. ANY EXISTING MATERIALS/EQUIPMENT NOT BEING REUSED SHALL BE COMPLETELY INSTALLED SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING REMOVED AND DISPOSED OF PROPERLY ACCORDING TO APPLICABLE JURISDICTIONAL REQUIREMENTS 7. PROTECT EXISTING FLOOR SURFACES DURING CONSTRUCTION 14. ANY MATERIALS REMOVED MUST BE DISMANTLED BACK TO POINT OF ORIGIN 8. EXISTING FLOORING TO REMAIN. PATCH AND REPAIR EPDXY AND WOOD FLOORING AT NEW WORK TO MATCH EXISTING ADJACENT CONDITIONS AS REQUIRED 15. VERIFY W/ ARCHITECT OR MECHANICAL & ELECTRICAL ENGINEERS FOR ITEMS TO BE RELOCATED OR REINSTALLED FLOOR PLAN NOTES 1, VERIFY ALL DIMENSIONS IN FIELD. 2. PUBLIC HEALTH INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. 3. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL 4. GLAZING NOT MORE THAN 60" ABOVE THE FLOOR AND WITHIN A 24" ARC OF THE EDGE OF ANY SWINGING .DOOR OR GLAZING WITHIN 18' OF A FLOOR SURFACE MUST BE APPROVED SAFETY GLASS PER WBC SECTION 2406.4.2 5. EACH DOOR MUST HAVE AT LEAST AN 18" CLEAR FLOOR SPACE BEYOND THE STRIKE JAMB ON THE SWING SIDE OF THE DOOR, MEASURED PARALLEL TO THE CLOSED DOOR POSITION. THE CLEAR AREA MUST EXTEND OUT 5' PERPENDICULAR FROM THE CLOSED DOOR POSITION (PER WBC SECTION 1101,2.ICC/ANSI A117.1-2003, SECTION 404.2.3) 6. EACH DOOR WITH A LATCH AND CLOSER MUST HAVE AT LEAST A 12" CLEAR SPACE BEYOND THE STRIKE JAMB (FLOOR TO 29" AFF) OPPOSITE THE SWING SIDE, MEASURED PARALLEL TO THE CLOSED POSITION. THE CLEAR AREA MUST EXTEND OUT 4' PERPENDICULAR FROM THE CLOSED DOOR POSITION (PER WBC SECTION 1101.2.ICC/ANSI A117.1-2003, SECTION 404.2.3) 7. DOOR HARDWARE MUST BE ACCESSIBLE (LEVER RATHER THAN A KNOB) FOR NEW OR RELOCATED DOORS (PER WBC SECTION 1101.2.ICC/ANSI A117.1-2003, SECTION 404.2.6) 8. PRIOR TO ISSUANCE OF PERMIT A COPY OF THE KING COUNTY HEALTH DEPT. APPROVAL LETTER SHALL BE PRESENTED TO THE CITY OF TUKWII k 9. PER ]CC/ANSI 117.1 SECTION 904.5.1, SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES SHALL COMPLY WITH SECTION 308. 4'-O• 39 1, BARRICADE 40 4 i DEMO (E) BUILD CONSTRUCTION BARRICADE am STOREFRONT WALL, PER TENANT CONSTRUCTION MANUAL WINDOW, F AMING -.-.. - --------------- - AND TRIM ---------------- _j ) ACT TILE GC TO FIELD SURVEY DASHED AREA. DEMO (E ADJACENT ( CEILING) D FRAMING FLOOR TO BE LEVELED AT OPENING TENANT ABOVE — EQB.DDQ&2IJ &L ID9.1._ _ _ . _ . _ . T 7 7DEMO E) STOREFFRONT SO I •� --- -- - - ABOVE DEMO (E) FLOOR FINISH II REMOVE (E) FLOOR FINISH I . FOR THE AREA THAT NEEDS TO BE LEVELED. RE -USE ---- -- -- -- - ----- I TILE IF CONDITION IS I LEASE LINE ACCEPTABLE. I (E) - DEMO (E) .._ _ STOREFRONT WALL (E) ENTRY STOREFRONT WALL, jES AND F�T I I rT--r — — — — — — — — — — — — — — — --�-1 _ ROLLING GANDHTRIM 4 FRAMING - i I � I I�( — — — !------ ---- —- --— — — — — -- -- — GC TO CONFIRM THIS COLUMNIIS NON-STRUCTURAL, THEN DEMO DEMO (E) FLOOR FINISH I r I _T _1 LAYANNBASE.YP!. - L - _ _ A --1 REMOVDISP-PEL.AD PREP FOR FR¶HFRP SEE ELEVVATIONSOPNT ( __I _..._. I.DEMO (E) 1EMO1E (E) 1-DISPLAY FURNITURECAND_ _-i -_ -I I STOREFRONT SOFFIT FIXTURE ABOVE - — — 1-- L _I _-- IL _.I— L_ 1 L __ _L_ _I r -- r _ L DEMO (�) COLUMN DEMO (E) CLADDING �-._ ( i _. ......I I ( STOREF FNF� WALL, MING AND TRIMS L f - ( L-11 L i o j -DEMO (E) WALL, ... ( I ( ( ( ( I T� DDOOOMR, FRAMING AND I I I I I ..._ -I -TRIMS ._- i__ ___I __ f.____ _T � -� __j ._._. ,. L...... -_._j -- L..__. .... ...... ...... II F-------_ 4-0 I) % BARRICADE 11 /� ADJACENT U_TENANT �IM ZL REMOVE (E) FLOOR FINISH AND SUBSTRATE, PREP FOR (N) TOPPING *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "plunin" coolers or freezers (appliance type) shall not require a mechanical permit. FINISH SCHEDULE FLOOR PLAN KEY DINING 01 FLOOR (N) TILE2 WALLS NNTSTUMM W 3, PT2, G , N GWB PT1 CEILING (N) GWB, PTi DINING 02 FLOOR (N) TILE2 WALLS N STOREFRONT 1, MTL3 BASE), N DEB, PTi AND PT3 CEILING (N) GWB,PT1 FRONT OF HOUSE KITCHEN FLOOR (N)PFi, COVED BASE (6") WALLS TILE1, (E) AND (N) DEB, PTi CEILING (N) DEB, PT1 BACK OF HOUSE KITCHEN FLOOR (N)PF1, COVED BASE (6") WALLS (E) AND (N) GWB, FRP CEILING ACT Demolition Plan Scale: 114" = i'-O" 0 1' 2' 3' IV 8' 12' Floor Plan Scale: 114" = T-O" 0 i' 2' 3' 4' 8' ---ii LIGHTING SCHEDULE MARK TYPE MANUFACTURER MODEL QTY. DIMMING NOTES Fi LINEAR FLUORESCENT RAB LIGHTING OR SIM TRLED 2x450Y/D10 6 N 2x4 3000K LAMP P1 PENDANT HI LITE ARIES SUN 9 Y H-23638-93-RIB/CB8-93/CLLS-RIB/9W/LED2/27/CBCM-120 RI RECESSED CAN CREE LR4E-15 H4 LT4-15WH 19 Y IC RATED, SMOOTH WHITE FINISH AND TRIM T1 LED TRACK JUNO R533-BL 15 y LACK FINISH, LED PA 30 7 W QU V , 2700K, BLACK R C SED CEILING PLAN KEY (E) EXISTING CEILING MATERIAL AIR SUPPLY RECESSED SECURITY CAMERA (N) NEW DEEN� G HEIGHT A.F.F. O RECESSED CAN FIXTURE PENDANT AIR RETURN )=K SECURITY CAMERA FLUORESCENT TRACK LIGHTING LINEAR UNDERCOUTNER LIGHTING WALL SCONCE O SPEAKER CEILING PLAN NOTES L VERIFY ALL DIMENSIONS IN FIELD ( N \�V� 2. ALL DIMENSIONS ARE TO CENTER LINE OF LIGHT FIXTURES, U.N.O. 3. ALL DIMS TO FRAMING ON NEW STRUCTURE. ALL DIMS FROM/T0 EXISTING WILL BE FROM FACE OF WALL 4. ALL PENDANT FIXTURES TO HAVE J-BOX W/OUTLET ABOVE UNLESS AT TRACK 5. VERIFY IN FIELD ALL FIXTURE MOUNTING HEIGHTS WITH ARCHITECT OR OWNER 6. PROVIDE ADDITIONAL POWER RECEPTACLES AS REQUIRED BY CODE, AND ALSO BY APPLIANCE AND EQUIPMENT REQUIREMENTS 7. VERIFY ALL OUTLET/DEVICE LOCATIONS W/ ARCHITECT, INCLUDING EXIT SIGNS, EMERGENCY LIGHTS, CAMERAS, SPEAKERS, FIRE ALARMS, HORNS, STROBES, & SMOKE DETECTORS & ALL ELECTRICAL CONDUIT SHALL BE CONCEALED. VERIFY WITH ARCHITECT IF CONDITIONS REQUIRE EXPOSED CONDUIT 9. PROVIDE EXIT AND EMERGENCY LIGHTING PER CODE. EXIT SIGNS AND ILLUMINATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODE 10. INSTALL OCCUPANCY SENSORS TO CONFORM WITH LOCAL ENERGY CODE 11. DAYLIGHT SENSOR CONTROLS TO CONFORM WITH LOCAL ENERGY CODE 12. PROVIDE LIGHTING SCENE CONTROLLER (3 SCENES) FOR ALL FRONT OF HOUSE FIXTURES 13, REPLACE AND REPAINT AREAS OF DAMAGED, ALTERED AND MISSING CEILING INSULATION 14. SPRINKLER HEADS SHOULD BE RECESSED WITH COVER PAINTED WHITE TO MATCH ADJACENT CEILING AT FOH AND DINING AREA 15, SPEAKERS SHOULD BE RECESSED AND FINISHED WHITE TO MATCH ADJACENT CEILING I& SECURITY. CAMERA SHOULD BE RECESSED WITH WHITE TRIM AT FOH AND DINING AREA 17, ALL EMERGENCY AND EXIT LIGHTING AT FOH SHOULD BE EDGE LIT NTH RECESSED BASE o a 39 40 1/2" I I m I I ] I -- - P7 I - 1 PAINTED GWB SOFFIT, PT2 A.F.F. '1- -0" BENT BLACKENED STEEL SHEET AWNING 2X2. BLACKENED STEEL/ ALUMINUM TUBE STRUCTURE SECURE TO (N) STOREFRONT HEADER, SEE DETAIL I I 10'-1j 7'-4" 7'-4„ Rl _ _p RI ] �1'�J a ._._- �-Po op - -r- -� PAINTED GWB, PT7 Y 12'-0", A.F.F. " ,o --`- ------------------ 12'-0" 1 - 1- 18'-6" r - - - - - - - P P 0 V P 9 -I - —-- --- �- - - - - �- - -- --C�-- - _ � R7 I- - - -�Ri � I R7 I R1 I Rt I -- ,L PAINTED GWB, PT7 I� - R1 2'_0,. 1 11 , A.F.F. iii 28'-6" .] -i j U 0. IL PAINTED GWB SOFFIT, PT2 10'-0", A.F.F. CASEWORK BELOW - BLADE SIGN v-� --REVIEWED FOR CODE COMPLIANCE APPROVED MAY 20 2019 City of Tukwila BUILDING DIVISION RECEIVE[) CITY OF T'III<WILr APR 242019 PERMIT CE;vTcR II tq-0 13 0 i' 2' 3' 4' 8' 12' 1 Reflected Ceiling Plan PAINTED GWB SOFFIT, PT2 10'-0", A.F.F. CASEWORK BELOW - BLADE SIGN v-� --REVIEWED FOR CODE COMPLIANCE APPROVED MAY 20 2019 City of Tukwila BUILDING DIVISION RECEIVE[) CITY OF T'III<WILr APR 242019 PERMIT CE;vTcR II tq-0 13 0 i' 2' 3' 4' 8' 12' 1 Reflected Ceiling Plan MAX. ITTO BRANCH ABBREVIATIONS(ALI .111EMATIONS SHOWN ARE NOT NECESSARILY USED ON DRAWINGS) HVAC SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON DRAWINGS) A AMP,AMPERE ID INSIDEDIAMEfER ABV ABOVE IE NVERT ELEVATION ACC AIR CONDITIONER, AIR CONDITIONING, IN INCH, INCHES ABOVE CEILING IN WC INCHES OF WATER COLUMN ACC AIR COOLED CHILLER SUPPLY AIR DIFFUSER- SHADING INDICATES KVA KLOVOLT-AMPS ACCU AIR COOLED CONDENSING UNIT PATTERN. NO PATTERN SHOWN EQUALS 4-WAY ADJ ADJUSTABLE KW KILOWATTS OR AS NOTED AFC AFF ABOVE FNISHED CEILING ABOVE FINISHED FLOOR KWH KILOWATT-HOUR z RETURN OR EXHAUSTAIR GRILLE L INTERNALLY LINED AFG ABOVE FINISHED GRADE AL ACOUSTICLINING LAT LEAVING AIR TEMPERATURE ANSI AMERICAN NAIL STANDARDS INSTITUTE LBS, # POUNDS 12"0 ROUND DUCTWORK. DIAMETER IN INCHES APD AIR PRESSURE DROP LOB LEAVING DRY BULB ARCH ARCHITECT, ARCHITECTURAL LP LOW PRESSURE ARI AIR CONDITIONING& REFRIG INSTITUTE LRA LOCKED ROTOR AMPS 20112 RECTANGULAR DUCTWORK. SIZE IN INCHES, ASHRAE AMERICAN SOCIETY OF HEATING, LTG LIGHTING FIRST NUMBER IS SIDE SHOWN REFRIGERATION & AC ENGINEERS LWB LEAVING WET BULB ASME AMERICAN SOCIETY OF MECHANICAL ENGRS LWT LEAVING WATER TEMPERATURE ASSY ASSEMBLY XXIXXL INTERNALLY LINED DUCT MAX MAXIMUM MAXIM1000 ASTM AMERICAN SOCIETY OF TESTING & MATLS AUX AUXILIARY MAX BTU PER HOUR AWG AMERICAN WIRE GAUGE MC MCA MECHANICAL CONTRACTOR MINIMUM CIRCUIT AMPACITY SUPPLY OR OUTSIDE AIR DUCT A AMERICAN WELDINGSOCI ETY MCC MOTOR CONTROL CENTER AN WA AMER ICAN WATER WORKS ASSOC.AS MD MECH MOTORIZED DAMPER MECHANICAL RETURN, RELIEF OR EXHAUST AIR DUCT BIF BELOW FLOOR BAS BUILDING AUTOMATION SYSTEM MFR MH MANUFACTURER MANHOLE, METAL HALIDE DIFFUSERIGRILLE LABEL: BOD SPIN BACKDRAFTDAMPER BOILER FEED WATER MIN MINIMUM KAT, A-TYPEIDESIGNATION BLDG BUILDING MOCP MAXIMUM OVER CURRENT PROTECTION B-NECK SIZE (INCHES) BMS BUILDING MANAGEMENT SYSTEM MTD MOUNTED C C-AIRFLOW (CFM) BOD BOTTOM OF DUCT MUA MAKE-UPAIR BOP BOTTOM OF PIPE } NIA NOT APPLICABLE BOB BOTTOM OF STRUCTURE N.C. NORMALLY CLOSED (� 90 DEGREE DUCTWORK ELBOW WI TURNING VANES BTU BRITISH THERMAL UNIT NC NEC NOISE CRITERIA NATIONAL ELECTRICAL CODE 41 CA COMBUSTION AIR CC CONCRETE NEMA NATIONAL ELECTRICAL MFR'S ASSOC. TURNING VANES CFH CU8IC FEET PER HOUR NFPA NATONAL FIRE PROTECTION ASSOC. CFM CUBICFEETPERMINUTE NIC NOT IN CONTRACT RADIUS DUCTWORK ELBOW- CHWRtCHWS CHILLED WATER RETURNISUPPLY N.O. NORMALLY OPEN ROUND OR RECTANGULAR CIRO CIRCULATING NTS NOT TO SCALE CKT CL CIRCUIT CENTERLINE OM OVERHEAD CO CEILING OA OBD OUTSIDE AIR (VENTILATION AIR) OPPOSED BLADE DAMPER RECTANGULAR DUCTWORK BRANCH TAKE -OFF WITH 45 DEGREE BRANCH INLET CO CONNECT 0C ON CENTER CONN COP CONNECT, CONNECTION COEANOUT PLUG OD OVERFLOW DRAINAGE, OUTSIDE DIAMETER COL COLUMN OPNG OPENING, HIGH EFFIECENY^BUCKLEY" TAP WITH DAMPER CTE CONNECTTO EXISTING ORD OVERFLOW ROOF DRAIN CW OS&Y OUTSIDE STEM AND YOKE CWRlCWS GWATEOLD RE CONDENSING WATER RETURN/SUPPLY COMESTICNDENSING OSHA OCCUPATIONAL SAFETY ADMIN. � DUCTWORK SIZE TRANSITION °C DEGREESCELSIUS SUPPLY OR OUTSIDE AIR DUCT UP PB PUSHBUTTON PD PRESSURE DROP D DEPTH DB DRY BULB PH,O PHASE d8 DECIBEL PIV POST INDICATOR VALVE � DDC DIRECT DIGITAL CONTROL PLBG PLUMBING SUPPLY OR OUTSIDE AIR DUCT DOWN DEG DEGREES PSI POUNDS PER SQUARE INCH DIA(OR 0) DIAMETER PRV PRESSURE RELIEF VALVE RETURN OR EXHAUST AIR DUCT UP DIM DISC DN DIMENSION DISCONNECT DOWN i 1> III RETURN OR EXHAUST AIR DUCT DOWN RA RETURN AIR RCP REFLECTED CEILING PLAN DOM DOMESTIC RD ROOF DRAIN DS DOWNSPOUT RECIRC RECIRCULATE DWG DRAWING REINF REINFORCING, REINFORCED IN -LINE 90 DEGREE RISE IN DUCT DX DIRECT EXPANSION REL REV REV RELOCATED REQUIRED REVISION, REVISE IN -LINE 90 DEGREE DROP IN DUCT EA EACH EAT ENTERING AIR TEMPERATURE REX REMOVE EXISTING EC ELECTRICAL CONTRACTOR RH RELATIVE HUMIDITY RISE INCLINED RISE IN DUCT EDB ENTERINGDRYBULB RHO REFRIGERANT HOT GAS ELEV ELEVATION RL REFRIGERANT LIQUID ELEC ELECTRICAL RLA RUNNINGLOADAMPS ® POINT OF CONNECTION -NEW TO EXISTING ENCL ENCLOSURE RPM REVOLUTIONS PER MINUTE EQUIP EQUIPMENT RR REMOVE AND RELOCATE MANUAL VOLUME DAMPER ESP ETR EXTERNAL STATIC PRESSURE EXISTING TO REMAIN RS RWC REFRIGERANT SUCTION RAIN WATER CONDUCTOR MD SA SUPPLYAIR EWB ENTERING WET BULB EWT ENTERING WATER TEMPERATURE SAN SANITARY MOTORIZED DAMPER EXH EXHAUST SO SMOKE DETECTOR, STORM DRAIN F EX EXISTING SECT SF SECTION SQUARE FEET, SQUARE FOOT FIRE DAMPER FA FIRE ALARM FACT FIRE ALARM CONTROL PANEL BHT SM SHEET SHEET METAL Q THERMOSTAT FCO FD UT FLOOR DAMPCLEANER FRE DAMPER SMACNA SHEET METAL& A/C CONT NAIL ASSOC. FF FINISHED FLOOR SP STATIC PRESSURE Q HUMIDISTAT FLA FULLLOADAMPS SPEC SPECIFICATION FLEX FLEXIBLE SO ST SQUARE STORM WATER SENSOR FP FIRE PROTECTION STD STANDARD FPM FTMINUTE SURF SURFACE O CARBON DIOXIDE SENSOR FW FOOT,FT FEET FILTERED WATER SUSP SUSPEND TDH TE TOTAL DYNAMIC HEAD TENANT EXHAUST (TOILET) °F DEGREES FAHRENHEIT SD DUCT SMOKE DETECTOR G GAS GA GAUGE THRU THROUGH D-- DRAWING NOTE REFERENCE GAL GALLON TP TOTAL PRESSURE GALV GALVANIZED TSP TOTAL STATIC PRESSURE GC GFI, GFIC GENERAL CONTRACTOR GROUND FAULT INTERRUPTER TSTAT TWRITWS THERMOSTAT TOWER WATER RETURNISUPPLY ROUND GPD GALLONS PER DAY TYP TYPICAL g OVAL OR FIAT OVAL LIP UNDERFLOOR GPH GALLONS PER HOUR GPM GALLONS PERMINUTE WG UNDERGROUND UC UNDERCUT DOOR 314^FOR AIRFLOW GRD GROUND UIS UNDERSLAB GW GREASE WASTE UL UON UNDERWRITERS LABORATORIES, INC. UNLESS OTHERWISE NOTED H HEIGHT HD HEAD, HUB DRAIN V VOLT, VENT HHWRlHHWSHEATING HOT WATER RETURNISUPPLY VA VOLT-AMPERE, VALVE HOA HAND -OFF -AUTOMATIC VAC VACUUM HP HORSEPOWER, HEAT PUMP VAV VARIABLE AIR VOLUME HSTAT HUMIDISTAT VD VOLUME DAMPER HTG HEATING VTR VENT THROUGH ROOF HTR HEATER W WATT, WIDTH HVAC HEATING, VENTILATING &A/C HW DOMESTIC HOT WATER WI WITH HWR DOMESTIC RECIRCULATED HOT WATER NO WITHOUT HYD HYDRANT WB WET BULB HZ HERTZ WC WATER COLUMN RECTANGULAR DUCTWORK I--�) -�— VARIES MINIMUM TAKE OFF AREA 1.26 TIMES BRANCH DUCTAREA RECTANGULAR TO ROUND 'BUCKLEY FITTING" RECTANGULAR ROUND DUCTWORK DUCTWORK 4° BRANCH DUCT HEIGHT DIMENSION 2"LESSTHAN MAIN DUCT HEIGHT DIMENSION RECTANGULAR TO RECTANGULAR LOW -LOSS TEE FITTING OR SADDLE 1 DUCT BRANCH TAKE -OFF DETAIL MLI SCALE: NONE PRE -MANUFACTURED AIR COOLED PIPE CURB CONDENSING UNIT COORDINATE LOCATION OF ROOF RAILS FOR CONDENSING UNIT WITH ROOF STRUCTURAL ENGINEER OUTSIDE AIR DUCT SEE STRUCTURAL DRAWINGS FOR WITH FLEX CONNECTION CONNECTION DETAILS AND FURTHER TO MIXING BOX OA 1 INFORMATION 1 VIBRATION ISOLATOR (TYPICAL) RETURN AIR DUCT WITH FLEX CONNECTION 1 TO MIXING BOX S REFRIGERANT PIPING RA SA AHU CONDENSATE DRAIN LINE u FROM UNIT W1 FLEX SUPPLY AIR DUCT WITH FLEX CONNECTIONS TO CONNECTION TO UNIT, REFER CONDENSATE PUMP ANGLE SUPPORT FOR TO PLANS FOR CONTINUATION AHU AND GRAIN PAN JENTERS AND SIZES ELECTRONIC WATER SENSOR WIRED TO 3" DEEP WATERTIGHT DRAIN PAN, PAN SHUTDOWN UNIT WHEN CONDENSATE WATER SHALL BE 3" LARGER THAN UNIT ON ALL SIDES DRAIN PAN. LOCATE SENSOR AT LOW POINT IN PAN. DETAIL NOTES 1. MC SHALL LOCATE AND TO MAINTAIN A MINMUM 24" SERVICE CLEARANCE IN FRONT OF UNIT FOR MOTOR ACCESS PANEL FROM ANY EXISTING BUILDING STRUCTURE OR PIPING EXTENDING DOWN TO CEILING PER MANUFACTURERS RECOMMENDATIONS. MC SHALL COORDINATE WITH OTHER TRADES TO KEEP THIS SERVICE AREA CLEAR OF ANY NEW PIPING OR CONDUIT. 3 SPLIT SYSTEM UNIT DETAIL M0.1 SCALE: NONE ROOF MOUNTED EXHAUST EXTEND DUCTWORK OVER FAN WITH BIRDSCREEN TOP OF CURB, SECURE SECURE FAN TO WOOD NAILING STRIP DUCTWORK TO CURB NAILER - II WITH SCREWS 17 O.C., MIN TWO PER SIDE PREFABRICATED, INSULATED ROOF A CURB, CURB FURNISHED BY HVAC BACKDRAFT DAMPER - DUCT I ROOF INSULATION ANGLE FRAMING PER STRUCTURAL REQUIREMENTS INSTALLATION OF CURB SHALL BE IN COMPLIANCE WITH ROOF OPENING BY GENERAL MANUFACTURER'S REQUIREMENTS CONTRACTOR COORDINATE FRAMING AND OPENING SIZE WITH HVAC CONTRACTOR EXHAUST DUCTWORK BY HVAC CONTRACTOR DETAIL NOTES 1, HVAC CONTRACTOR TO COORDINATE INSTALLATION WITH LANDLORD APPROVED ROOFING CONTRACTOR FOR PROPER SEQUENCE TO PERMIT FLASHING AND COUNTERFLASHING INSTALLATION. 5 ROOF MOUNTED EXHAUST FAN DETAIL M0.1 I SCALE: NONE CONNECTION GALVANIZED SHEET METAL DUCT GALVANIZED ELBOW METAL OR VINYL ADJUSTABLE STRAP CLAMP (1YP 2 PLACES) VOLUME DAMPER IF INDICATED ON PLAN 1.112° THICK FIBERGLASS INSULATED FLEXIBLE CONNECTION INSULATION Wt FOIL FACING IN VERTICAL ONLY (MAX. 5) SUPPLY AIR DIFFUSER —�\ 1-LAY-IN CEILING DETAIL NOTES 1. DO NOTLOCATE DAMPERS ABOVE DRYWALUINACCESSIBLE CEILING LOCATIONS. 2 CEILING DIFFUSER MOUNTING DETAIL ML1 I SCALE: NONE DOUBLE THICKNESS TURNINGVANES 0R=W W FULL RADIUS ELBOW RECTANGULAR ELBOW LOW VELOCITY ELBOWS 15° MAX15° MAX GT AIR FLOW / \ AIR FLOW TRANSITION LENH TO BE 18" MIN �.— ---►� -+— TRANSITION LENGTH TO BE 18" MIN DIVERGING FLOW CONTRACTING FLOW RECTANGULAR TO RECTANGULAR TRANSITIONS We45MAXIMUM R W I R W BOWS FULL RADIUS WHERE POSSIBLE (R= W) 4 1 LOW VELOCITY TRANSITIONS AND OFFSETS MO.1 I SCALE: NONE LANDLORD REQUIREMENTS: 1. TENANTS GENERAL CONTRACTOR, AT TENANTS EXPENSE, SHALL BE REQUIRED TO FURNISH TEMPORARY WEATHERPROOFING FOR ALL ROOF PENETRATIONS, UNTIL LANDLORD'S ROOFING CONTRACTOR HAS MADE FINAL WEATHERPROOFING PATCHES, AT TENANTS EXPENSE. TENANTS STORE SPACE NUMBER SHALL BE PERMANENTLY STENCILED ON ONE SIDE OF ANY ROOF -MOUNTED HVAC UNIT, WITH THE MINIMUM THREE-INCH (T) HIGH LETTERS. 2. ALL ROOF AND SLAB PENETRATIONS MADE BY TENANTS GENERAL CONTRACTOR SHALL CONFORM TO LANDLORD'S STANDARD CRITERIA AND SHALL BE SUBJECT TO LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. WEATHERPROOFING OF ANY ROOF PENETRATIONS REQUIRED BY TENANT SHALL BE PERFORMED BY LANDLORD'S AUTHORIZED ROOFING CONTRACTOR, TENANTS GENERAL CONTRACTOR SHALL PAY ANY SUCH COSTS, THEREFORE, DIRECTLY TO SUCH ROOFING CONTRACTOR UPON THEIR DEMAND. ANY FAILURE TO FOLLOW THIS PROCEDURE, AND ANY DAMAGES RESULTING THEREFROM, SHALL BE AT THE TENANTS SOLE COST AND EXPENSE. 3. INSTALL ALL DUCTWORK AS TIGHT TO STRUCTURE AS POSSIBLE. ROUTE TO AVOID LIGHT FIXTURES. MAINTAIN DUCT HEIGHTS TO ACCOMODATE CEILING HEIGHTS. REFER TO REFLECTIVE CEILING PLAN. 4. VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING/ SUPPORTING HVAC EQUIPMENT, DUCTWORK, PIPING, WATER HEATERS, TRANSFORMERS, FIXTURES, CONDUIT, ETC. WITH LANDLORD AND TENANTS ARCHITECT. ATTACHING TO UPPER LEVEL FLOOR SLAB OR ROOF DECK IS NOT ALLOWED. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURE SUPPORTS, ETC, SHALL NOT BE FASTENED TO BAR JOISTS OR BEAMS. 5. GC MUST SCAN SLAB PRIOR TO DRILLINGICUTTINGICHIPPING, AND ALL OPENINGS MUST BE REVIEWEDIAPPROVED BY BLDG STRUCTURAL ENGINEER. _VIEWED FOR )E COMPLIANCE APPROVED MAY 20 2919 of Tukwila VG DIVISION RECEIVED CITY OF TUKWILA MAY 15 2019 PERMIT CENTER CORR!IE TIN LTR# SEPARATE PERMIT AND APPROVAL REQUIRED 1507 SeMont Ave, Suite 200 Seattle, Washingtn o98122 2L.323.9932 511512019 ,HAWN BY: STK CHECKED BY: KDH Q)T/E/S ENGINEERING 25760 First Street P 440 8712410 Cleveland, OH 44145 F 440 8717954 City of Tukwila Approval Stamp: ISSUED FOR BUILDING PERMIT APRIL 23, 2019 Homegrown at Southcenter 841 Southcenter Mail Space #532 Seattle, WA 98188 Project No. 7906 City of Tukwila Project No. D19-0137 Date Revision: Z�, 5/15/19 Scale: AS NOTED Sheet contents: MECHANICAL LEGEND AND DETAILS Sheet Q� AIR HANDLING UNIT SCHEDULE SUPPLY FAN DATA DX COOLING COOLING COIL DATA ELECTRIC HEATING DATA UNIT CHARACTERISTICS TAG SERVICE MFR MODEL No. NOMINAL TONS MIN QA (CFM) NOTESIACCESSORIES AIRFLOW ESP MOTOR FAN EAT'DBPWB LAT'DBI°W8 SENSIBLE TOTAL COOLING EATMT INPUT OUTPUT HEATING VOLTAGE OPERATING (CFM) (INWC) (HP) (RPM) ('F) (7) (MBH) (MBH) ROWS STAGES ('F) (KW) (MBH) STAGES (V+Hz) UNIT FLA UNIT MCA UNIT MOCP WEIGHT (L8S) AHU-1 WHOLE STORE CARRIER 40RUM08 7.5 640 3400 D75 1.74 891 75.9164A 55.4154.4 74.8 97.3 4 2 61.1178.7 25.0 64.15 2 208360 59.2 74.0 80.0 404 1-8 NOTESIACCESSORIES 1. REFRIGERANT -R410A 2. MIXING BOXWITH 100% DRYBULB ECONOMIZER 3. MERV7FILTERS 4. UNIT MOUNTED DISCONNECT 5, BELT DRIVE 6. SINGLEZONEVAV 7. PROGRAMMABLE AUTO CHANGE OVER THERMOSTAT WITH REMOTE TEMPERATURE SENSOR 8. VIBRATION ISOLATORS CONDENSING UNIT SCHEDULE COMPRESSOR DATA ELECTRICAL DATA OPERATING TAG SERVICE LOCATION MFR MODEL No. EER NOMINAL WEIGHT NOTESIACCESSORIES QUANTITY RLA LRA VOLTAGE MCA MOCP TONS (LBS) (EA 0) (EA. 0) (V+Hz) CU-1 AHU-1 ROOFABOVE CARRIER 38AUZ0GB 11.2 7.5 2 1 24 186 208-3.60 33.0 500 391 1-15 NOTESIACCESSORIES 1. UNIT CAPACITY SHALL BE BASED ON AHRI CONDITIONS 2. 95' CONDENSING TEMPERATURE 3. R410A REFRIGERANT 4. SCROLL COMPRESSOR 5. HIGH AND LOW PRESSURE SWITCHES ON REFRIGERANT SYSTEM 6. SHORT CYCLE PROTECTION 7. FILTER -DRYER ON REFRIGERANT SYSTEM 8. SINGLE CIRCUIT COMPRESSORS 9. LIQUID LINE SOLENOID VALVE 10. COATED COILS 11, HAILGUARD 12, VIBRATION ISOLATORS -PAD 13, 1 YEAR PARTS & LABOR WARRANTY 14. 5 YEAR EXTENDED COMPRESSOR PARTS & LABOR WARRANTY 15. APPROVED ALTERNATES:TRANS, LENNOX, AND YORKlJOHNSON CONTROLS OUTSIDE AIR SCHEDULE ZONE DATA SYSTEM DATA ZONE NAME FLOOR AREA (SF) REQUIRED OUTSIDEAIR (CFMISF) OCCUPANCY REQUIRED OUTSIDEAIR (CFMIPERSON) BREATHING ZONE OUTSIDE AIR (CFM) ZONEAIR DISTRIBUTION EFFECTIVENESS REQUIRED OUTSIDE AIR (CFM) SUPPLY AIR (CFM) OUTDOORAIR FRACTION SYSTEMNAME SYSTEM VENTILATION EFFICIENCY REQUIRED OUTSIDEAIR (CFM) DELIVERED OUTSIDEAIR (CFM) BACK OF HOUSE 282 0.12 4 0 34 0.8 43 600 0.072 AHU-1 0.790 63B 640 DINING 686 0.18 3D 7.5 348 0.8 435 1200 D363 KITCHEN 427 0.18 6 7S 122 0.8 153 1600 0.096 NOTES 1. SPACE OUTSIDE AIR REQUIREMENTS BASED ON IMC 2015 EXHAUST FAN SCHEDULE AIRFLOW ESP MOTOR FAN VOLTAGE OPERATING TAG SERVICE MFR MODEL No. (CFM) (IN WC) (HPIKW) DRIVE (RPM) BONES ("Hz) WEIGHT NOTESIACCESSORIES (LBS) EF-1 KITCHEN GREENHECK G-080-VG 300 -0.6 0.07 DIRECT 1664 8.2 120-1.60 41 1-8 NOTESIACCESSORIES 1. AMCA SEAL & U.L. LISTED 2. DISCONNECT SWITCH - NEMA 1-FACTORY MOUNTED & WIRED 3. BACKDRAFT DAMPER- GRAVITY 4.14" ROOF CURB 5, BIRD SCREEN - GALVANIZED 6. FAN SPEED CONTROLLER- FACTORY MOUNTED & WIRED 7, FAN CONTROLLED BY TIME CLOCK 8. APPROVED ALTERNATES: COOK, HARTZEL, AND COOL AIR AIR DISTRIBUTION SCHEDULE TAG SERVICE MOUNTING MFR MODEL No. MODULEI DIFFUSER SIZE FRAMElSORDER DAMPER NOTESIACESSORIES 51 SUPPLY CEILING TINS HELIOS 24724' LAY IN - 1,2,4 S2 SUPPLY CEILING TITUS OMNI 24X24" LAY IN D-75 13 RI RETURN CEILING TITUS 50F 24"14" LAY IN - 1 R2 RETURN CEILING I TITUS 50F 24"X24" LAYIN - 1,3 Et EXHAUST CEILING TITUS 50F ITX12" LAY IN - 1,3 NOTESIACCESSORIES 1. FINISH - WHITE POWDER COAT 2. SECTORIZING BAFFLE (SS) AS REQUIRED BY DIRECTIONAL ARROWS ON PLAN, OTHERWISE FOUR (4) WAY BLOW 3. STEEL SURFACE MOUNT ADAPTER FRAME 4, PROVIDE WITH ONE COMMON WALL SENSOR AND ONE COMMON POSTMASTER FOR WIRELESS CONTROL -REVIEWED FOR CODE COMPLIANCE APPROVED MAY 20 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 15 2019 PERMIT CENTER 37 SEPARATE PERMITAND APPROVAL REQUIRED MECHANICAL SPECIFICATIONS Air System Sizing Summary for AHU-1 Project Name: WA.SOUTHCENTER.HOMEGROWN.KIRKLAND.WA 03l22t2019 Pre am1tl b : TES En Ineerin 10:57AM Air System Information Air System Name ....._ ..._........._. AHU-1 Equipment Class .... __ ....._. SPLT AHU Air System Type ..._.._... SZCAV Sizing Calculation Information Calculation Months _... Jan to Dec Sizing Data _....... ........User -Modified Central Cooling Coil Sizing Data Total coil load ......._._.... ...........................8.3 Tons Total will tl _.._99.1 MBH Sensible Coll loatl ....._ __ ._,., 75.5 MBH Coil CFMat Ju11500_._..._._...__._..._.._.._._......__.._ 3400 CFM Max block CFM_._ ........... . ......_..........._.._. 3400 CFM Sum of peak zone CFM.__. _..__.........__.3400 CFM Sensible heat mile ........._ ...._.................... 0.762 f -rr.n ...... ................. ...................... 168.9 BTUt(hrfl°I __._.__ _________..__ 71.0 Water flow @ 1go °F dse.....___..__....._._.._......._..___ NIA Central Heating Coil Sizing Data Max coil land _.26.9 MBH _.... ...___ .... Coil CFM at one Htg ........ ._...._ .._.3400 CFM Max coil CFM .__..__.._ .._._....__. 3400 CFM Water 11-@200 Fdrop. ......_........_N/A Number of zor.a I Floor Area ..........._ ....._.. . _._1395.0 TV Location._..__......_.._..... _....._.._ Seattle IAP, Washington Zone CFM S zing _ _._. _ . Sum of space sirtlow rates Space CFM Sizing .................Individual peak space loads Load occurs at _.__... .. ....._._........_...__... Jul 1500 CA DBI WB _.__85.0165.0 "F Entering TIE /WB ..._ .___ ._.__._ 75.9164.0 "F Leaving DB/WB_....__.__.._.._._._._..____...___. 65.0153.9 °F Coil ADP_. . _._.__.__ ......__.._._._. . _..__..__52.6 °F Bypass Ft ...._. .. .......... ......0.100 Resulting RH .......... .. ___ .. ._.......58 % Design supply temp. .. ............ ................. 55.0 °F Zone T-stat Check...._. .. ......_._._. .. .. _...0 of OK Max zone temperature deviation __ 0.2 °F Lead t .__. _ __._.. -_ -Dee NIB BTU/(h fl') __..._ ..__ __..__ 19.3 Ent.DB/LgDB.......... Supply Fan Sizing Data Actual max CFM 3400 CFM Fan motor BH Stand rd CFM ..__ .. _. _. _. 3345 CFM Fan motor kW Actual max CFMItP 2.44 CFMtW me .66 kW Outdoor Ventilation Air Data De sign airflow CFM._.._._.._ ____..___._..__. 640 CFM CFM1p _..__......._ .._.....___._ 16.00 CFWperson CFM/fP.._ _....._._...._. .___.____._..____. 0.46 CFMtfF Hourly Analysis Program v5.00 Page 1 of 3 Zone Sizing Summary for AHU-1 Project Name: WA.SOUTHCENTER.HOMEGROWN.KIRKLAND,WA 03/22/2019 Prepared by, TES Engineering 10S7AM Air System Information Air System N a AHU-1 Equipment Class ......_ ._.._ SPL AND Air System Type SZCAV2CAV Sizing Calculation Information Calculation Months._.... .......... Jan to Dee String Data ...._... ....User -Modified Zone Terminal Sizing Data Number of _.. Floor Area .... _... _._._ .. 1395.0 W Location Seattle LAP, Washington Zone CFM Sh g....._. .... Sum ofspaoe airflow rates Spec CFM Sizing ...._IndiWduai peak apace loads Reheat no Zone Design Minimum Reheat Coil Htg Unit NI, Unit Mixing Supply Supply Coil Water Coii Water Box Fan Aimow Ame" Zone Load Spun Load op. Alrflow Zone Name CFM CFM CFM/fV MBH 2O.0 °F BH 2OA °F CFM Zone i 3400 3400 2.44 0.0 0.0 - 0 Zone Peak Sensible Loads Zone zone Zone CoolingTime of Heading 9 Floor Sensible Peak Sensible load Area Zone (MBH) Cooling Load (rim) (it) Zone t 59.9 Jun 1300 4.3 1395.0 Space Loads and Airflows e Name (MSH) Lead Hourly Analysis Program v5.00 Page 2 of 3 i, GENERAL PROVISIONS A. GENERAL CONDITIONS, CODES & STANDARDS 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) AND ANY OF THE OWNER'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. Z REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION & COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE OWNER REQUIREMENTS IN ADDITION TO THOSE SPECIFIED. 4 CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B. SCOPE OF WORK i. THIS CONTRACT SHALL INCLUDE THE FURNISHING,INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH IS A PART OF THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE OWNER A COMPLETE, CODE APPROVED AND OPERATIONAL MECHANICAL SYSTEM. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES' WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE WORK IS COMMENCED. 3. CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OFTHIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART, 4. ALL EXISTING UTILITY AND MECHANICAL SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER, 5, PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF HVAC WORK. ALL CORE DRILLING OR CUTTING OF FIRE RATED FLOORS, SHAFTS, AND WALLS SHALL BE FIRESTOPPED PRIOR TO FINISH PATCHING, ALL PENETRATIONS SHALL BE FIRE SEALED TO MATCH THE FIRE RATING OF THE FLOORS, SHAFTS, AND WALLS PENETRATED. THIS CONTRACTOR IS RESPONSIBLE TO COORDINATE OPENINGS IN WALLS AND FLOORS WITH THE GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL DUCT, PIPE AND LOUVER OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR. 6. THIS CONTRACT SHALL ALSO INCLUDE ALL TABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED MECHANICAL DEMOLITION OF THE EXISTING AREAS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL MECHANICAL EQUIPMENT, PIPING, DUCTWORK, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE MECHANICAL HVAC SYSTEMS FOR THE NEW RENOVATED AREAS. I. ALL UNUSED SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN AND CAPPED OR IF THE MAIN IS NOT REQUIRED, THE MAIN SHALL BE REMOVED IN ITS ENTIRETY. c, COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE OWNER'S GENERAL REQUIREMENTS. d. EQUIPMENT DESIGNATED BY THE OWNER TO BE SALVAGED SHALL BE PROTECTED AND DELIVERED TO THE OWNER, e. DEMOILITION SHALL NOT AFFECT THE OPERATION OF SYSTEMS THAT ARE TO REMAIN IN OPERATION.ITEMS TO REMAIN THAT MAY BE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED ANDIOR REPAIRED AT THE CONTRACTORS EXPENSE. tTHIS CONTRCATOR MUST COORDINATE HIS WORK WITH OTHER TRADES OR OWNER THAT MAY BE DOING DEMOLITION, g. ANYASBESTOS REMOVAL SHALL BE THE RESPOSIBILITY OF THE OWNER FOR REMOVAL AND IS NOT A PART OF THIS CONTRACT. 7. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL, EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND OWNER. WHEREAN EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C.D000MENTS 1. THE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER. 2. ANY INCIDENTAL ITEMS OR LABOR, ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE OWNER FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL AND MUST BE SUBMITTED AS SPECIFIED IN THE ARCHITECTURAL DOCUMENTS. 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. D. COORDINATION 1. CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE, Z EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB -TRADE'S PERSONNEL. ALL PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED BY THE OWNER BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. E. METHODS 1. EQUIPMENT, PIPING, DUCTWORK,ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER, 2. ALL ROOF PENETRATIONS, FLASHINGS AND COUNTER FLASHINGS SHALL BE PERFORMED BY THE OWNER'S ROOFING CONTRACTOR AT THE REQUESTING CONTRACTORS COST. F. SUBMITTALS 1, SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT OF ALL EQUIPMENT AND ACCESSORIES PROVIDED FOR THE PROJECT WHETHER SPECIFIED HERE -IN OR ON THE DRAWINGS. REVIEW OF THE SHOP DRAWINGS SHALL BE FOR GENERAL DESIGN CONCEPT AND ADHERENCE WITH THE SPECIFICATIONS. QUANTITY OF SHOP DRAWINGS SUBMITTED SHALL BE AS SPECIFIED BY THE ARCHITECT. SHOP DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR SHOWING LOCATIONS AND MEASUREMENTS FROM COLUMNS OF ALL CONCEALED AND EXPOSED PIPING, DUCTWORK, CONDUIT, EQUIPMENT, ACCESSORIES, ETC„ AND SUBMITTED PRIOR TO INSTALLATION. THE OWNER MAY MAKE REPRODUCIBLE COPIES OF THEIR DRAWINGS AVAILABLE FOR USE IN PREPARATION OF SHOP DRAWINGS, HOWEVER THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR NOT CONFIRMING ALL INFORMATION ON THE DRAWINGS PRIOR TO FABRICATION ANDiOR INSTALLATION. 2. PROJECT RECORD DOCUMENTS -MAINTAIN AT THE JOBSITE ONE COPY OF ALL CONTRACT DOCUMENTS CLEARLY MARKED AS "PROJECT RECORD COPY'. THESE DRAWINGS ARE TO BE MAINTAINED IN GOOD CONDITION, UPDATED DAILY FOR CHANGES ENCOUNTERED AND AVAILABLE AT ALL TIMES FOR INSPECTION BY THE OWNER, DO NOT USE FOR FIELD CONSTRUCTION! PROJECT RECORD DOCUMENTS ARE TO BE KEPT CURRENT WITH EXACT DIMENSIONS OF ALL WORK, EQUIPMENT, PIPING, VALVES, DUCTWORK, ETC. MARK ALL INFORMATION IN RED LINES AND NOTES SO AS TO BE EASILY IDENTIFIED FROM THE BASE DRAWING. UPON COMPLETION OF THE WORK, ONE SET OF THESE DOCUMENTS SHALL BE TURNED OVER TO THE OWNER AS ONE QUALIFICATION FOR FINAL PAYMENT. 3. AFTER THE BALANCING AND ACCEPTANCE TESTS ARE COMPLETED AND ACCEPTED BY THE OWNER, THREE COMPLETE SETS OF AS -BUILT DOCUMENTATION SHALL BE PROVIDED. IT SHALL INCLUDE, BUT NOT BE LIMITED TO ACCURATE PLAN DRAWINGS, SYSTEM AND CONTROL SCHEMATICS, SEQUENCE OF OPERATION, WIRING DIAGRAMS AND OPERATION AND MAINTENANCE MANUALS. 11. INSULATION A.GENERAL 1. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES, 2, CLEAN AND DRY SURFACES PRIOR TO INSULATING. 3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, HANGERS AND SIMILAR PENETRATIONS. 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED. 5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR -BARRIER BE MAINTAINED. SEAL ALL PENETRATIONS OF THE VAPOR BARRIER BY STAPLES, HANGERS OR WHERE OTHERWISE DAMAGED. 6. MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES, 7. INSULATION SHALL BE BY OWENS-CORNING, KNAUF, OR MANVILLE, B. HVAC PIPING i. PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION WITH AN ALL SERVICE JACKET AND SELF SEALING LAP (ASJISSL). a. INTERIOR APPLICATION (1)CONDENSATE WATER PIPING -112 INCH THICK Z REFRIGERATION PIPING SUCTION PIPE SHALL BE INSULATED WITH 1121NCH CLOSED CELL INSULATION AS MANUFACTURED BYARMAFLEX OR EQUAL. COAT ALL EXTERIOR INSULATION WITH 2 COATS OF U.V. STABILIZED PAINT SPECIFICALLY DESIGNED FOR THE CLOSED CELL INSULATION. 3. EXTERIOR PIPING FIBERGLASS PIPING INSULATION WILL BE COMPLETELY COVERED WITH VENTURECLAD 1577CW JACKETING SYSTEM "SKIN'. THE EXTERIOR COLOR OF THE SKIN SHALL BE WHITE. TRANSVERSE JOINTS SHALL BE KEPT TO A MINIMUM. LONGITUDINAL JOINTS SHALL BE MADE ON THE BOTTOM OF THE PIPNG. INSTALLATION SHALL BE COMPLETELY WATER TIGHT. C, HVAC DUCTWORK 1. INTERNALLY INSULATE WITH t INCH THICK, 1d12# DENSITY ACOUSTICAL INSULATION (AIR SIDE BLACK COATED TO MEET NFPA) ALL DUCTWORK NOTED AS REQUIRING SUCH. INTERNAL INSULATION SHALL BE INSTALLED PER THE REQUIREMENTS OF THE SMACNA GUIDE AND THE MANUFACTURER'S RECOMMENDATIONS. DUCT SIZES NOTED ON DRAWING ARE SHEET METAL DIMENSIONS. 2, ALL SUPPLY AND OUTSIDE AIR DUCTWORK SHALL BE WRAPPED WITH 4112INCH OF 0.76 LBICU.FT. FIBERGLASS, FOIL BACKED DUCT WRAPPING. 3. ALL DUCTWORK EXPOSED ON THE EXTERIOR OF THE BUILDING SHALL BE COMPLETELY INSULATED WITH 2INCH THICK, 6# DENSITY, PLAIN FACED, RIGID FIBERGLASS BOARD INSULATION. INSULATION ON THE TOP OF THE DUCTS SHALL BE SLIGHTLY SLOPED TO ALLOW FOR WATER DRAINAGE. INSULATION AND DUCTWORK SHALL BE COMPLETELY COVERED WITH VENTURECLAD 1577CW JACKETING SYSTEM'SKIN°. THE EXTERIOR COLOR OF THE SKIN SHALL BE WHITE. TRANSVERSE JOINTS SHALL BE KEPT TO A MINIMUM. LONGITUDINAL JOINTS SHALL BE MADE ON THE BOTTOM OF THE DUCTWORK. INSTALLATION SHALL BE COMPLETELY WATER TIGHT. 4, ALL KITCHEN HOOD EXHAUST DUCTWORK SHALL BE INSULATED WITH ETS FLAME SHIELD FIRE STOP BLANKET OR 3M FIRE BARRIER BLANKET. Ill. HVAC A.GENERAL 1. THE PROJECT CONSISTS OF INSTALLATION OF EXHAUST FAN, AIR DISTRIBUTION SYSTEM, HVAC SPLIT SYSTEM AND ALL ASSOCIATED CONTROLS, ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, ETC. MUST BE FIELD VERIFIED FOR EXACT LOCATION. B. PIPING i. MATCH EXISTING MATERIAL WHERE MODIFICATIONS ARE BEING MADE TO AN EXISTING SYSTEM. IF MATERIAL DIFFERS FROM THAT SPECIFIED HEREIN, IT SHALL BE SPECIFIED IN THE BID PROPOSAL. 2. CHILLED WATER PIPING SHALL BE ASTM ASS, SCHEDULE 40, SEAMLESS, BLACK STEEL PIPE WITH GROOVED MECHANICAL FITTINGS AND COUPLINGS FOR 2-1 IT AND LARGER OR TYPE "L' HARD COPPER DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 955 SOLDERED JOINTS FOR 2" AND SMALLER. 3. CONDENSER AND TOWER WATER PIPING SHALL BE ASTM A53, SCHEDULE 40, SEAMLESS, BLACK STEEL PIPE WITH GROOVED MECHANICAL FITTINGS AND COUPLINGS FOR 2-1/2" AND LARGER OR TYPE'U HARD COPPER DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 95.5 SOLDERED JOINTS FOR 2" AND SMALLER, 4. HEATING HOT WATER PIPING SHALL BE ASTM A53, SCHEDULE 40, SEAMLESS, BLACK STEEL PIPE WITH GROOVED MECHANICAL FITTINGS AND COUPLINGS FOR 211T INCH OR LARGER. TYPE'U HARD COPPER DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 95-5 SOLDERED JOINTS FOR 2" AND SMALLER. 5. STEAM PIPING SHALL BE SCHEDULE 40, ASTM-A53 STEEL PIPE. INSTALL STEEL PIPE WITH THREADED JOINTS AND MALLEABLE -IRON THREADED FITTINGS FOR T AND SMALLER, AND WITH WELDED JOINTS FOR 2-112" AND LARGER. 6. STEAM CONDENSATE RETURN PIPING SHALL SCHEDULE 80, ASTM-A53 STEEL PIPE. INSTALL STEEL PIPE WITH THREADED JOINTS AND MALLEABLE4RON THREADED FITTINGS FOR Z'AND SMALLER, AND WITH WELDED JOINTS FOR 2-112" AND LARGER, 7. VALVES SHALL BE AS MANUFACTURED BY MILWAUKEE OR EQUIVALENT. ALL ADDITIONAL STEAM SPECIALTY ITEMS (STEAM TRAPS, AIR VENTS, STRAINERS, ETC.) NOT SPECIFIED ON THE DRAWINGS TO BE AS MANUFACTURED BY SPIRAXSARCO OR EQUIVALENT. 8. INDOOR CONDENSATE PIPING SHALL BE TYPE'L" COPPER CONDENSATE DRAIN FOR THE INDOOR AIR HANDLING UNIT INSTALLED PER THE MANUFACTURERS REQUIREMENTS AND DETAILS, DRAIN SHALL DISCHARGE INTO AN EXISTING FLOOR DRAIN. 9. OUTDOOR CONDENSATE PIPING SHALL BE TYPE "L' COPPER CONDENSATE DRAIN FOR THE ROOFTOP MOUNTED AIR CONDITIONING UNIT, INSTALLED PER THE MANUFACTURERS REQUIREMENTS AND DETAILS. DRAIN SHALL DISCHARGE INTO A ROOF DRAIN. 10. REFRIGERATION PIPING SHALL BE COPPER TYPE ACR WITH SILVER BRAZED JOINTS OR INDUSTRY STANDARD'LINE SETS°SPECIFICALLY MANUFACTURED FOR THE APPLICATION, ROUTE PIPING THROUGH ROOF WITH PREFABRICATED PIPE CURBS. SEAL ROOF PENETRATIONS WEATHER TIGHT, 11, PIPE: HANGERS SHALL BE ADJUSTABLE CLEAS HANGERS WITH APPROPRIATE CLAMP(DEPENDING ON STRUCTURE). PROVIDE OVERSIZED HANGERS FOR PIPING SYSTEMS THAT ARE TO BE INSULATED, COORDINATE INSTALLATION WITH INSULATOR FOR RIGID INSULATION UNDER HANGERS. lZ ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM OF IO'CENTERS EXCEPT COPPER PIPING I-IWA D P N SMALLER SHALL BE SUPPORTED ON A MAXIMUM OF 6' CENTERS C. DUCTWORK AND AIR DISTRIBUTION 1, DUCTWORK (ROUND OR RECTANGULAR OR SPIRAL) SHALL BE OF GALVANIZED STEEL CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA "HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE" MANUAL AND THE FOLLOWING PRESSURE /SEAL SCHEDULE: a. SUPPLY AIR DUCTWORK-2" W.G. POSITIVE PRESSURE, SEAL CLASS B. b. RETURN DUCTWORK -2"W.G. NEGATIVE PRESSURE, SEAL CLASS B. c. EXHAUST DUCTWORK -TW.G. NEGATIVE PRESSURE, SEAL CLASS A. 2. ROUND DUCT ELBOWS SHALL BE LONG SWEEP, 1-112 TIMES THE CENTERLINE RADIUS UNLESS CLEARANCE IS NOT AVAILABLE AT WHICH TIME MITERED ELBOWS WITH TURNING VANES SHALL BE UTILIZED. 3. RECTANGULAR ELBOWS SHALL BE FURNISHED WITH DOUBLE THICKNESS TURNING VANES. TURNING VANES SHALL BE FASTENED WITH A DOUBLE ROW OF SCREWS, 4. FLEXIBLE CONNECTIONS ATTHE INLET AND OUTLET OF ANUS CENTRIFUGAL FANS, INSTALLFLEXIBLE CONNECTIONS WITH 3" WIDE DOUBLE NEOPRENE COATED FLAME RETARDANT, NFPA 90AAPPROVED, FIBERGLASS FLEXIBLE CONNECTION, FLEXIBLE CONNECTION TO HAVE A MINIMUM OF 24 GAGE, 3"WIDE SHEET. METAL COLLARS PERMANENTLY ATTACHED TO EACH SIDE. 5, MITERED OFFSETS GREATER THAN 30 DEGREES IN EITHER DIRECTION SHALL NOT BE PERMITTED, 6. CHANGES IN DUCT SIZES SHALL BE MADE BY UNIFORM TAPER SECTION WITH A MAXIMUM INCLUDE ANGLE OF DIVERGENCE OF I$DEGREES. 7. RECTANGULAR BALANCING DAMPERS- RUSKIN MD25 SHALL BE SINGLE BLADE UP TO 6"IN HEIGHT AND 36" IN WIDTH, AND RUSKIN MD35 MULTI -BLADE FOR LARGER SIZES. ALL ROUND BALANCING DAMPERS SHALL BE COMMERCIAL GRADE SINGLE BLADE UP TO 16" IN DIAMETER SHALL INCORPORATE LOCKING TYPE INDICATING ADJUSTMENT. BALANCING DAMPERS SHALL BE INSTALLED IN ALL BRANCH DUCTS OFF MAIN AND ON ALL TAPS OFF DUCTS TO DIFFUSERS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. FINAL: CONNECTIONS TO DIFFUSERS MAY BE MADE WITH FLEXIBLE AIR DUCTWORK BUT ITS USE IS LIMITED TO STRAIGHT HORIZONTAL OR VERTICAL RUNS. ALL CHANGES OF DIRECTION IN A DUCT SYSTEM (GALVANIZED OR FLEXIBLE) SHALL BE MADE WITH AN APPROPRIATE GALVANIZED ELBOW, MAXIMUM LENGTH OF ANY FLEXIBLE AIR DUCT IS 5'-0". 9. FLEXIBLE AIR DUCTS TO DIFFUSERS SHALL BE ATCO RUBBER PRODUCTS, INC. MODEL UPC #070, INSULATED (R=4.2), U.L. 181 RATED AND CLASS i AIR CONNECTOR. MAXIMUM LENGTH OF FLEXIBLE AIR DUCT TO DIFFUSER TO BE 5'-0". 10, FLEXIBLE CONNECTOR DUCTS AT THE INLETS OF THE NEW VAV BOXES SHALL BE ATCO RUBBER PRODUCTS, INC. MODEL UPC #050, UWINSULATED, U.L. 181 RATED AND CLASS i AIR CONNECTOR. MAXIMUM LENGTH OF FLEXIBLE DUCT AT BOX INLET TO BE 3'A'. 11. SUPPORT ALL SHEET METAL AND EQUIPMENT FROM ANGLE IRON CONNECTED TO STRUCTURAL STEEL, DO NOT SUSPEND DUCT OR EQUIPMENT FROM METAL DECK OR JOIST BRIDGING. IZ WATER HEATER FLUE AND FITTINGS SHALL BE METALBESTOS MODEL OF, COMMERCIAL] INDUSTRIAL TYPE "B' GAS VENT. - a. TESTED AND LISTED AS"SUILDING HEATING APPLIANCE CHIMNEY" IN ACCORDANCE WITH U.L. STANDARD 103. b. DOUBLE WALL CONSTRUCTION WITH AN OUTER JACKET OF ALUMINIZED COATED STEEL AND AN INNER LINER OF TYPE 430 STAINLESS STEEL SEPARATED BY A 112" AIR SPACE. a. C. CONTRACTOR SHALL INSTALL TOPS A MINIMUM OF 21-0" ABOVE ROOF OR HIGHER IF REQUIRED BY CODE. CONTRACTOR TO PROVIDE ROOF FLASHING CONE AND MISCELLANEOUS EQUIPMENT OR COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION. 13. OUTSIDE AIR INTAKE a. SEE SCHEDULE ON DRAWINGS 14. GRAVITY BACKDRAFT DAMPERS a, SEE SCHEDULE ON DRAWINGS 15. CONTROL DAMPERS a. SEE SCHEDULE ON DRAWINGS 16. GRILLES, REGISTERS AND DIFFUSERS a. SEE SCHEDULE ON DRAWINGS IV. HVAC EQUIPMENT A.GENERAL 1. INSTALLATION OF ALL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION INFORMATION AND INSTRUCTIONS, REQUIREMENTS AND ANY ADDITIONAL GUIDELINES. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL REQUIRED ACCESSORIES REQUIRED TO COMPLETE THE INSTALLATIONS, 2, HVAC EQUIPMENT SHALL BE"STARTED UP" BY A FACTORY TRAINED AND AUTHORIZED SERVICE TECHNICIAN. 3. ALL FACTORY STARTUP FORMS SHALL BE COMPLETED AND TURNED OVER TO THE OWNER WITH ALL COMPLETED WARRANTY CARDS PRIOR TO FINAL APPROVAL. B. AIR COOLED CONDENSING UNITS 1. SEE DRAWINGS FOR INDIVIDUAL UNIT PERFORMANCE REQUIREMENTS, 2. FURNISH AND INSTALL INSULATED REFRIGERATION TUBING BETWEEN EVAPORATOR COILS AND CONDENSING UNITS PER MANUFACTURERS RECOMMENDATIONS, CONTRACTOR MAY UTILIZE REFRIGERANT LINE SETS AS FURNISHED BY THE CONDENSER MANUFACTURER, 3. REFRIGERANT LINE SET PENETRATIONS THROUGH THE ROOF SHALL BE PER THE BUILDING OWNER AND ARCHITECT'S REQUIREMENTS, SEE PLANS FOR DETAILS. C. AIR HANDLING UNIT 1. SEE DRAWING FOR INDIVIDUAL UNIT PERFORMANCE REQUIREMENTS. D. FANS 1. ROOFMOUNTEDFANS a. SEE DRAWING FOR INDIVIDUAL UNIT PERFORMANCE A. CONTROLS A. CONTROL WIRING SHALL BE PLENUM RATED CABLE WITH COLOR CODED 18 AWG WIRES (MINIMUM). B. CONTRACTOR SHALL PROVIDE ALL WIRING BETWEEN THERMOSTAT AND EQUIPMENT (AIR HANDLER, ROOFTOP UNIT, CONDENSING UNIT, ETC.). C. CONTRACTOR SHALL FURNISH AND INSTALL A 120 VOLT SUPPLY AIR DUCT MOUNTED PHOTOELECTRIC SMOKE DETECTOR. DETECTOR SHALL BE WIRED BY THE ELECTRICAL CONTRACTOR,TO SHUT DOWN UNIT UPON ACTIVATION. D. LOCAL CONTROL PANELS SHALL BE PROVIDED FOR ALL RELAYS, TRANSDUCERS, AND OTHER FIELD INTERFACE DEVICES. 1. PANELS SHALL BE NEMA TYPE SUITABLE FOR EACH APPLICATION. 2. ALL WIRING IN PANEL SHALL BE ROUTED IN WIRING TRAYS. 3, PROVIDE FINAL, AS -BUILT CONTROL DRAWING MOUNTED INSIDE THE PANEL. 4. CONTRACTOR SHALL PROVIDE ALL WIRING AND/OR TUBING BETWEEN CONTROL PANEL($)AND REMOTE CONTROL DEVICES. E THERMOSTATS 1, FURNISH AND INSTALL A HONEYWELL 7 DAY PROGRAMMABLE HEATINGICOOLING THERMOSTAT AND CLEAR LOCKABLE COVER WITH APPROPRIATE CONTROL WIRING BETWEEN THERMOSTAT AND AHU AS REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. WIRING SHALL BE MINIMUM 18 AWG. 2 THERMOSTATS SHALL BE MOUNTED WHERE INDICATED ON THE DOCUMENTS. 3. CONTRACTOR SHALL PROGRAM THERMOSTAT PER THE OWNER'S REQUIREMENTS AND TRAIN OWNER'S PERSONNEL IN THE OPERATION AND PROGRAMMING OF THE THERMOSTAT AND SYSTEM. F. TEMPERATURE SENSORS 1. FURNISH AND INSTALL THE TEMPERATURE SENSORS WITH APPROPRIATE CONTROL WIRING BETWEEN THERMOSTAT AND AHU AS REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. WIRING SHALL BE MINIMUM 18 AWG. 2. TEMPERATURE SENSORS SHALL BE MOUNTED WHERE INDICATED ON THE DOCUMENTS. At. TESTING AND BALANCING A. TESTING AND BALANCING SHALL NOT BEGIN UNTIL THE SYSTEM HAS BEEN COMPLETED, IS IN FULL WORKING ORDER AND ALL EQUIPMENT START-UP HAS BEEN COMPLETED. ALL HVAC SYSTEMS AND EQUIPMENT SHALL BE PUT INTO FULL OPERATION AND THE OPERATION OF SAME CONTINUED DURING EACH WORKING DAY OF THE TESTING AND BALANCING, B. AN INDEPENDENT "AABC" OR "NEBB° CERTIFIED AIR AND WATER BALANCE CONTRACTOR SHALL TEST AND BALANCE THE SYSTEM AND REPORT RESULTS TO THE ENGINEER AND THE OWNER. 1. ALL WORK SHALL BE DONE UNDER DIRECT SUPERVISION OF THE CERTIFIED BALANCING ENGINEER AND BY QUALIFIED BALANCING TECHNICIANS. 2. METHODS AND FORMS SHALL BE IN ACCORDANCE WITH THE CERTIFICATION AGENCIES RECOMMENDATIONS AND REQUIREMENTS. S COMPLY WITH ASHRAE RECOMMENDATIONS PERTAINING TO MEASUREMENTS, INSTRUMENTS, TESTING, ADJUSTING AND BALANCING. 4. ALL QUANTITIES SHALL BE WITHIN 10%OF THE DESIGN VALUES. S. CONTRACTOR SHALL PROVIDE ANY SHEAVE CHANGES REQUIRED ON THE HVAC UNIT. C. PUMP ALIGNMENT SHALL BE CHECKED AND SHALL BE RE -ALIGNED BY A QUALIFIED TECHNICIAN. D. PERFORMANCE TEST t. AFTER ALL HVAC EQUIPMENT IS INSTALLED, TESTED AND BALANCED AS SPECIFIED HEREIN THEY SHALL BE OPERATED AND PLACED UNDER SURVEILLANCE FOR A PERIOD OF AT LEAST ONE it) DAY, THIS MAY INCLUDE THE DAY OF STARTUP, TO VERIFY THAT ALL EQUIPMENT IS PRODUCING THE REQUIRED CAPACITY. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR THE OPERATION OF THE EQUIPMENT DURING THE ENTIRE PERIOD. Z TEST SHALL BE PERFORMED WITH ALL CONTROLS IN THE AUTOMATIC POSITION AND BUILDING LIGHTS, DAMPERS, ETC. POSITIONED TO SIMULATE NORMAL OPERATION OF THE HVAC SYSTEM. 3. DURING THE TEST, CONTROL SETTINGS MAY REQUIRE ADDITIONAL ADJUSTMENTS TO PRODUCE THE BEST BALANCED SYSTEM OPERATION. THEIR FINAL SETTING OF EACH OPERATING AND SAFETY CONTROL SHALL BE RECORDED, THEY SHALL INCLUDE, BUT NOT LIMITED TO, THERMOSTATS, LIMIT CONTROLS, AND OTHER SIMILAR ITEMS. 4. SHOULD COMPLETION OF THE INSTALLATION OCCUR ATSUCH TIME THAT THE REQUIRED PERFORMANCE TEST MUST BE CONDUCTED DURING A SEASON WHEN THE FULL OPERATION OF EITHER THE HEATING OR COOLING SYSTEM CAN NOT BE CHECKED, THE CONTRACTOR SHALL PERFORM THE TEST AND RECORD ALL SUCH DATA AS IS AVAILABLE WITH SYSTEM OPERATING AUTOMATICALLY UN THE PREVAILING WEATHER CONDITIONS. THAT PART OF THE SYSTEM WHICH CANNOT BE TESTED REVIEMDFOR SHALL BE DELAYED UNTIL THE WEATHER IS APPROPRIATE, AT WHICH TIME THE REMAINING PART OF CODE COMPLIANC THE REQUIRED TESTS SHALL BE CONDUCTED AND DATA RECORDED ACCORDINGLY. APPROVED E. ACCEPTANCE AND CHECK-OUT- CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL, AT NO ADDITIONA COST TO THE OWNER, AS MAY BE REQUIRED BY THE ENGINEER FOR THE PURPOSE OF VERIFYING PROPEF MAY 210 2019 OPERATION AND INSTALLATION OF THEIR WORK AT THE TIME OF REQUEST FOR ACCEPTANCE. All. SEQUENCE OF OPERATION City of Tukwila A. SPLIT SYSTEM COOLING UNIT BUILDING DIVISIO 1. IN THE OCCUPIED/ UNOCCUPIED MODE THE EVAPORATOR FAN SHALL START WITH A CALL FOR COOLING A WALL MOUNTED THERMOSTAT SHALL START THE ASSOCIATED AIR COOLED CONDENSING UNIT AND RATE STAGE THE COMPRESSOR TO MAINTAIN ROOM TEMPERATURE SETPOINT, REC CITY OF T ND MAY IFtEn AI (91RED PERMIT CENTER 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 611612019 )RAWN BY: STK CHECKED BY: KDH (ZT/E/S ENGINEERING 25760 First Street P 440 8712410 Cleveland, ON 44145 F 440 8717954 City of Tukwila Approval Stamp: ISSUED FOR BUILDING PERMIT APRIL 23, 2019 Homegrown at Southcenter 841 Southcenter Mali Space #532 Seattle, WA 98188 Project No. 1906 City of Tukwila Project No. D19-0137 Date: Revision: 5/15/19 Scale: AS NOTED Sheet contents MECHANICAL SPECIFICATIONS Sheet �399� �40� 4� O , 1 MECHANICAL PLAN M1.0 SCALE: 114-1--0- GENERAL SHEET NOTES 1. ANYTHING NOT NOTED AS EXISTING IS TO BE FURNISHED AND INSTALLED AS PART OF THIS PROJECT. 2. SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM. CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. WIRING SHALL BE LABELED PLENUM RATED PER NFPA 70. 3. LIMITED ABOVE CEILING CLEARANCES EXIST. COORDINATE LOCATION AND ELEVATION OF MECHANICAL WORK WITH ALL DUCTWORK, SPRINKLERS, LIGHT FIXTURES, AND OTHER CEILING BUILT-IN FIXTURES. CONTACT ENGINEER OR ARCHITECT IMMEDIATELY SHOULD ANY CONFLICT ARISE. 4. COORDINATE ALL THERMOSTAT AND SENSOR LOCATIONS WITH FURNITURE LAYOUT AND ARCHITECTURAL PLANS. DEVICES ARE TO BE INSTALLED AND WIRED BY THE HVAC CONTRACTOR, MOUNT PER ADA REQUIREMENTS, 5. CHANGES IN DUCT SIZES SHALL BE MADE BY UNIFORM TAPER SECTION WITH A MAXIMUM INCLUDE ANGLE OF DIVERGENCE OF 15 DEGREE. 6. DUCT SIZES INDICATED REPRESENT EXTERNAL SHEET METAL DIMENSIONS AND INCLUDE ALLOWANCE FOR INTERNAL INSULATION. 7. ALL UNLINED SUPPLY AIR DUCTWORK NOT EXPOSED SHALL BE EXTERNALLY INSULATED. 8. BRANCH DUCTS SERVING DIFFUSERS SHALL BE SIZED TO MATCH DIFFUSER NECK SIZE INDICATED UNLESS NOTED OTHERWISE. 0 SHEET KEYNOTES 1 CONNECT REFRIGERANT PIPING TO AHU-1 PER MANUFACTURER'S RECOMMENDATIONS. EXTEND REFRIGERANT PIPING AS SHOWN UP TO CU-1 ON ROOF ABOVE. FIELD VERIFY EXACT LOCATION OF ROUTE PRIORTO BID. 2 ROUTE 20/20 OUTSIDE AIR DUCT TO ROOF ABOVE. SEAL ALL ROOF PENETRATIONS WEATHER TIGHT. FIELD VERIFY EXACT SIZE AND LOCATION OF DUCTWORK PRIOR TO BID, 3 1"CONDENSATE PIPING. ROUTE TO BACK OF HOUSE FLOOR DRAIN, TERMINATE WITH 4" AIR GAP AT FLOOR DRAIN. 4 MOUNT REMOTE CONDENSING UNIT(S) FOR WALK IN COOLER ON ROOF ABOVE, MOUNT ON PRE MANUFACTURED PATE EQUIPMENT RAILS. SEAL ALL ROOF PENETRATIONS WEATHER TIGHT. ALL REFRIGERANT PIPING PENETRATIONS SHALL UTILIZE PRE MANUFACTURED PIPE PENETRATION CURBS 5 MOUNT THERMOSTAT AT NOTED LOCATION. MOUNT AT 48"AFF PER ADA REQUIREMENTS. 6 ROUTE 10(10 EXHAUST DUCT UP TO EF-1 MOUNTED ON ROOF CURB ABOVE. TRANSITION TO FULL SIZE CURB OPENING AT UNIT AND PROVIDE FLEX CONNECTION AT UNIT OUTLET. 7 PROVIDE 30/26 OPENING IN TOP OF LINED RETURN AIR DUCT. COVER OPENING WITH 112"WIRE CLOTH. 8 MOUNT REMOTE SENSOR FOR THERMOSTATIC DIFFUSERS AT NOTED LOCATION, COORDINATE FINAL LOCATION OF SENSOR WITH ARCHITECT. 9 SMOKE DETECTOR MOUNTED IN RETURN AIR DUCT. PROVIDED AND WIRED BY EC. INSTALLED BY MC. 10 CONNECT SUPPLY AND RETURN AIR DUCTS TO AHU OUTLETS. PROVIDE FLEX CONNECTION AT UNIT OUTLET. TRANSITION TO NOTED SIZE DUCT ON PLANS, 11 PROVIDE AND INSTALL MIXING BOX WITH 100% ECONOMIZER CONTROL WITH FDD, 12 REMOTE KEY TEST STATION FOR SMOKE DETECTOR. CALL AND COORDINATE FINAL LOCATION WITH LOCAL FIRE DEPARTMENT. 1507 Beimonl Ave, Suite 200 Seattle, Washington 98122 206.323.9932 511512019 )RAWN BY: STK CHECKED BY: KDH (DT/E/S ENGINEERING 25760 First Street P 440 8712410 Cleveland, OH 44145 F 440 8717964 City of Tukwila Approval Stamp: ISSUED FOR BUILDING PERMIT APRIL 23, 2019 Homegrown at Southcenter 841 Southcenter Mali Space #532 Seattle, WA 98188 Project No. 1906 ORANCE City of Tukwila Project No. D19-0137 DDate: 19 LBuiLDING Revision: 5/15/19 ila ISION Scale: AS NOTED Sheet contents: RECEIVED MECHANICAL CITY 01= TUKWiLA MAY 1 5 2019 PLAN PERMIT CENTER Sheet: SEPARATE PERMITAND ,• APPROVAL REQUIRED ABBREVIATIONS A AMP, AMPERES ADA AMERICANS WITH DISABILITIES ACT AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AFG ABOVE FIN SHEDGRADE ANSI AMERICAN NAIL STANDARDS INSTITUTE ARCH ARCHITECT, ARCHITECTURAL AUX AUXILIARY AWG AMERICAN WIRE GAUGE AN AUDIONISUAL BAS BUILDING AUTOMATION SYSTEM BKR BREAKER BLDG BUILDNG BMS BUILDING MANAGEMENT SYSTEM C CONDUIT CAN CABLE TELEVISION SYSTEM CB CIRCUITBREAKER CCTV CLOSED CIRCUIT TELEVISION CFM CUBIC FEET PER MINUTE CKT CIRCUIT CLG CEILING CT CURRENTTRANSFORMER CW COLD WATER D DEEP,DEPTH DACT DIGITAL ALARM COMMUNICATING TRANSMITTER dB DECIBEL DDC DIRECT DIGITAL CONTROL d DELTA DA DIAMETER DISC DISCONNECT DN DOWN DWG DRAWING EC ELECTRICAL CONTRACTOR EF EXHAUST FAN ETR EXISTING TO REMAIN ENT ELECTRICAL METALLIC TUBING EWC ELECTRICAL WATER COOLER EXH EXHAUST EX, EXIST EXISTING FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FARA FIRE ALARM REMOTE ANNUNCIATOR FLA FULL LOAD AMPS FPC FIRE PROTECTION CONTRACTOR FT FOOT, FEET G,GRD GROUND GC GENERALCONTRACTOR GFI, GFCI GROUND FAULT INTERRUPTER HID HIGH INTENSITY DISCHARGE HTR HEATER HVAC HEATING, VENTILATING&AIC IBC INTERNATIONAL BUILDING CODE IN NCH, INCHES KVA KILOVOLT -AMPS KW KILOWATTS KWH KILOWATT-HOUR L LENGTH LED LIGHT EMITTING DIODE LRA LOCKED ROTOR AMPS LTG LIGHTING MAX MAXIMUM MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MECH MECHANICAL MH METAL HALIDE MIN MINIMUM MOCP MAXIMUM OVER CURRENT PROTECTION MUA MAKE UP AIR MIT) MOUNTED NIA NOTAPPLICABLE N.C. NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MFR'S ASSOC, NFPA NATIONAL FIRE PROTECTION ASSOC. NIC NOT IN CONTRACT N.O. NORMALLY OPEN NTS NOTTOSCALE OC ON CENTER OM OVERHEAD OSHA OCCUPATIONAL SAFETY &HEALTH ADMIN. P POLE PB PUSHBUTTON PC PLUMBING CONTRACTOR PF POWER FACTOR PH PHASE PVC POLYVINYL CHLORIDE RCP REFLECTED CEILING PLAN REV REVISION REX REMOVE EXISTING RGS RIGID GALVANIZED STEEL RLA RUNNINGLOADAMPS RM Rom RR REMOVE AND RELOCATE RTU ROOFTOPUNIT SE SERVICE ENTRANCE SF SQUARE FEET, SQUARE FOOT TIC TIME CLOCK THRU THROUGH TRANS TRANSFORMER TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORIES, INC. UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTED POWER SUPPLY VA VOLT-AMPERE W WATT, WIDTH WI WITH WP WEATHERPROOF XFMR TRANSFORMER Y WYE ELECTRICAL SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) 1,3,5 HOMERUN TO PANEL"A",CIRCUIT#1,3,5(VIA20A-1P CIRCUIT BREAKERS), TWO#12 A CONDUCTORS(MINIMUM SIZE), UON. A GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL CONDUITS. REFER TO SPECIFICATIONS FOR ADDITIONAL GROUNDING REQUIREMENTS. INFLOORNNDERFLOOR CONDUITIWIRE CIRCUITRY TURNING UP cm- PANELBOARD - 20BY1120V-30-4W 12�_O PANELBOARD-480Y/277V-30.4W DRY TYPE TRANSFORMER, REFER TO PLANS FOR SIZENOLTAGE. 0 JUNCTION BOX- CEILING OR WALL MOUNTED, DISCONNECT SWITCH UNFUSED: "AS INDICATES SWITCH SIZE (AMPS). DISCONNECT SWITCH FUSED: "AS'- INDICATES SWITCH SIZE (AMPS). "AF"- INDICATES FUSE SIZE (AMPS). ®' COMBINATION MOTOR STARTERNISCONNECT SWITCH MOTOR DUPLEX RECEPTACLE- 125V, 20A, MOUNTED AT IB°AFF UNLESS OTHERWISE NOTED. "C" INDICATES CONTROLLED RECEPTACLE "+54" INDICATES 54" AFF "WP" INDICATES WEATHERPROOF COVER "IG" INDICATES ISOLATED GROUND TYPE m CONTROLLED DUPLEX RECEPTACLE-125V, 20A, MOUNTED AT la'AFF tt UNLESS OTHERWISE NOTED. GFCI DUPLEX -125V, 20A, MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. DUPLEX RECEPTACLE PROTECTED VIA GFCI BREAKER, PROVIDE LABELING AS REQUIRED BY NEC -125V, 20A, MOUNTED AT IF AFF UNLESS OTHERWISE NOTED. DUPLEX ABOVE COUNTER-125V, 20A, MOUNTED AT 8" ABOVE COUNTER UNLESS OTHERWISE NOTED. m CONTROLLED DUPLEX RECEPTACLE ABOVE COUNTER-125V, 20A MOUNTED if AT 8" ABOVE COUNTER UNLESS OTHERWISE NOTED. GFCI DUPLEX ABOVE COUNTER-125V, 20A, MOUNTED AT W ABOVE COUNTER UNLESS OTHERWISE NOTED. A DUPLEX ABOVE COUNTER PROTECTED VIA GFCI BREAKER, PROVIDE LABELING AS REQUIRED BY NEC- 125V, 20A, MOUNTED AT a, ABOVE COUNTER UNLESS OTHERWISE NOTED, DOUBLE DUPLEX RECEPTACLE-125V, 20A, MOUNTED AT I AFF UNLESS OTHERWISE NOTED. 'Y SPECIAL PURPOSE RECEPTACLE, TYPE AND MOUNTING AS INDICATED ON THE DRAWINGS. ® DUPLEX RECEPTACLE- 125V, 20A, MOUNTED IN CEILING. ® DOUBLE DUPLEX RECEPTACLE -125V, 20A, MOUNTED IN CEILING. ® DUPLEX RECEPTACLE- 125V, 20A, MOUNTED IN FLOOR BOX. ® DOUBLE DUPLEX RECEPTACLE- 125V, 20A, MOUNTED IN FLOOR BOX. ® COMBINATION DUPLEX RECEPTACLE AND VOICFIDATA OUTLET MOUNTED IN FLOOR BOX. FIRE RATED POKE -THROUGH DEVICE DUPLEX RECEPTACLE -125V, 20A. COMBINATION DUPLEX RECEPTACLE AND VOICEOATA POKE -THROUGH DEVICE DUPLEX RECEPTACLE, RANGE RECEPTACLE, REFER TO PLANS FOR TYPE AND AMPERAGE. SWITCH- SINGLE POLE TOGGLE TYPE - 1201277V, 20A, i-HP RATED, MOUNTED AT 48° AFF UNLESS OTHERWISE NOTED. 'T INDICATES THREE WAY SWITCH °4°NDCATES FOUR WAY SWITCH "C" INDICATES SWITCH MOUNTED 8° ABOVE COUNTER "a" INDICATES SWITCHED FIXTURE CONTROL "OS" INDICATES DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH "D" INDICATES DIMMER SWITCH - WATTAGE AS INDICATED ON PANEL SCHEDULE. EACH BRANCH CIRCUIT SHALL INCLUDE A SEPARATE NEUTRAL CONDUCTOR OS OCCUPANCY SENSOR- DUAL TECHNOLOGY, CEILING MOUNTED © PHOTOCELL SENSOR -DUAL TECHNOLOGY, CEILING MOUNTED 13 LIGHT FIXTURE:"A° INDICATES FIXTURE TYPE,'IY INDICATES CIRCUIT NUMBER,"a' a INDICATES SWITCH CONTROL. REFER TO LUMINAIRE SCHEDULE FOR DESCRIPTION. A NL LIGHTING FIXTURE WIRED TO EMERGENCYANDIOR NIGHT LIGHTING CKT. ILLUMINATED °EXIT" SIGN, WALL MOUNTED. PROVIDE DIRECTIONAL ARROWS AS NDICATED ON FLOOR PLANS. ®� ILLUMINATED "EXIT" SIGN, CEILING MOUNTEDISUSPENDED. PROVIDE DIRECTIONAL ARROWS AS INDICATED ON FLOOR PLANS. ILLUMINATED "EXIT' SIGN, DUAL HEADS, WALL MOUNTED, PROVIDE DIRECTIONAL ARROWS AS INDICATED ON FLOOR PLANS. ap ILLUMINATED "EXIT' SIGN, DUAL HEADS, CEILING MOUNTEDISUSPENDED. PROVIDE l� DIRECTIONALARROWS AS INDICATED ON FLOOR PLANS. s REMOTE EMERGENCY WEATHERPROOF LIGHTING HEAD SUPPLIED FROM REMOTE �p BATTERY UNIT. LJ EMERGENCY LIGHTING BATTERY UNIT WITH HEADS AS INDICATED, CEILING OR �4 WALLMOUNTED. TC TIME CLOCK- REFER TO PLANS FOR SPECIFICATIONS. ff�_3 LCP LIGHTING CONTROL PANEL- REFER TO PLANS FOR SPECIFICATIONS. DOORBELL- REFER TO PLANS FOR SPECIFICATIONS. Q DOOR BELL PUSHBUTTON- REFER TO PLANS FOR SPECIFICATIONS. �T THERMOSTAT- PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 314" CONDUIT TO ABOVE THE ACCESSIBLE CEILING. HVAC UNIT MOUNTED LIGHTIRECEPTACLE JUNCTION BOX AND DISCONNECT SWITCH FOR SIGNAGE TECHNOLOGY SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) HOMERUN TO EQUIPMENT INDICATED. REFER TO PLANS AND SPECIFICATIONS FOR ALL REQUIREMENTS. INFLOORIUNDERFLOOR CONDUITAMIRE CIRCUITRY TURNING UP TELEPHONE FIRE RATED PLYWOOD BACKBOARD - SIZE INDICATED ON PLAN. �J Q JUNCTION BOX- CEILING OR WALL MOUNTED. ® COMBINATION DUPLEX RECEPTACLE AND VOICEIDATA OUTLET MOUNTED IN FLOOR BOX. COMBINATION DUPLEX RECEPTACLE AND VOICEIDATA POKE -THROUGH DEVICE DUPLEX RECEPTACLE. P T CEILING MOUNTED POWERICOMMUNICATIONS FURNITURE FEED. P T WALL MOUNTED POWERICOMMUNICATIONS FURNITURE FEED. P�T POKE-THRU POWERICOMMUNICATIONS FURNITURE FEED. ® COMBINATION VOICEIDATA OUTLET- MOUNTED AT IB" AFF UNLESS OTHERWISE NOTED. PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 314'CONOUITTO ABOVE THE ACCESSIBLE CEILING."-W INDICATES WALL MOUNTED AT 54" AFF, "C" INDICATES MOUNTED 8" ABOVE COUNTER. DATA OUTLET -MOUNTED AT I8"AFF UNLESS OTHERWISE NOTED. PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 314" CONDUIT TO ABOVE THE ACCESSIBLE CEILING. "+64° INDICATES WALL MOUNTED AT 54" AFF, "C" INDICATES MOUNTED 8" ABOVE COUNTER. ® VOICE OUTLET -MOUNTED AT I8"AFF UNLESS OTHERWISE NOTED. PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 3/4" CONDUIT TO ABOVE THE ACCESSIBLE CEILING. "+54" INDICATES WALL MOUNTED AT 54' AFF, %C INDICATES MOUNTED 8" ABOVE COUNTER. 4 TV OUTLET- MOUNTED AT IF AFF UNLESS OTHERWISE NOTED. PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 3/4" CONDUIT TO ABOVE THE ACCESSIBLE CEILING. "+54° INDICATES WALL MOUNTED AT 54" AFF, "C" INDICATES MOUNTED 8" ABOVE COUNTER. SECURITY CAMERA- PROVIDE SINGLE GANG BOX WITH PLASTER RING AND 3/4" CONDUIT TO ABOVE THE ACCESSIBLE CEILING. AP WIRELESS ACCESS POINT KP KEYPAD GB GLASS BREAK DC DOOR CONTACT ®S MOTION SENSOR FE _Sl ELECTRIC STRIKE ML MAGNETIC DOOR LOCK FIRE ALARM SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) 6FACP FIRE ALARM CONTROL PANEL 6FAEP FIRE ALARM EXTENDER PANEL G' FAA FIRE ALARM ANNUNCIATOR PANEL C' FACU FIRE ALARM CONTROL UNIT QF FIRE ALARM MANUAL PULL STATION MOUNTED AT48'AFF. FD FIRE ALARM BELL ONLY ALARM SIGNAL WALL MOUNTED AT 8W AFF. CEID FIRE ALARM BELL ONLY ALARM SIGNAL CEILING MOUNTED EK FIRE ALARM HORN ONLY ALARM SIGNAL WALL MOUNTED AT 80"AFF. FIRE ALARM HORN ONLY ALARM SIGNAL CEILING MOUNTED FIRE ALARM HORNBTROSE ALARM SIGNAL WALL MOUNTED AT 80" AFF. FIRE ALARM HORNBTROBE ALARM SIGNAL CEILING MOUNTED FIRE ALARM VISUAL ONLY ALARM SIGNAL WALL MOUNTED AT BY' AFF. x FIRE ALARM VISUAL ONLY ALARM SIGNAL CEILING MOUNTED FIRE ALARM SPFAKERISTROBE ALARM SIGNAL WALL MOUNTED AT 80" AFF. ®� FIRE ALARM SPEAKER/STROBE ALARM SIGNAL CEILING MOUNTED Q FIRE ALARM PHOTOELECTRIC SMOKE DETECTOR FIRE ALARM DUCT MOUNTED SMOKE DETECTOR WITH SAMPLING TUBE, FURNISHED AND WIRED BY EC, MOUNTED BY MC. REMOTE INDICATOR LIGHTIAUDIBLE ALARM FOR DUCT SMOKE DETECTOR FIRE ALARM HEAT DETECTOR- FIXTURE TEMPERATURE o FIRE ALARM CARBON MONOXIDE DETECTOR ©S VALVE SUPERVISORY SWITCH WF WATER FLOW DETECTOR SWITCH FK-HI KITCHEN HOOD SUPPRESSION SYSTEM FEPI FIRE PUMP CONTROL PANEL DN DOOR HOLD OPEN CEILING IyI Iyt11N61:1.1 ulw-n FIRE ALARM MANUAL FULL STATION MISCELLANEOUS 80° MINIMUM TELEPHONE OUTLET THERMOSTAT—► C:D Fp_l E [j. [j n- RECEPTACLE WALL SWITCH DATA OUTLET 48"MAXIMUM UNLESS LOCATED ABOVE"OBSTRUCTION"SUCH AS A COUNTER, THEN 42° MAXIMUM HEIGHTUNLESS OTHERWISE ERWSEN TYPICAL mob) � EE UNLESS OTHERWISE NOTED. � � 18" MINIMUM FINISHED FLOOR 1 TYPICAL MOUNTING HEIGHTS E0.1 SCALE: NONE FIGURE I FIGURE 2 PENETRATE MAX SIZE DEPTH NOMINAL UL SYS. REQ'D ANNULUS NO. STEEL PIPE OR CONDUIT 6" V 11116' CAJ1090 IRON, STEEL PIPEICONOUT, 4° 314" aw WJ1025 EMTICOPPER PIPE OR TUBING FIGURE 3 AlL PRODUCTS AND INSTALLATION SHALL MEET: • ASTM E814 (UL1479), REFER TO SYSTEM NUMBERS CAJ-1900 & WJ-1025 • ASTM E119 (TIMEI EMPERATURE EXPOSURE) (COTTON WASTE IGNITION) • ANNULAR SPACE REQUIREMENTS 0 DETAIL KEYNOTES 1 CONCRETE OR CONCRETE BLOCK WALL 2 METALLIC PIPE, CONDUIT, OR TUBING (SEE FIGURE 3) 3 SPECSEAL® PUTTY (SEE FIGURE 3) 4 FIBERGLASS FORMING MATERIAL PACKED INTO WALL CAVITY 3 2HR FIRESTOP-METALLIC CONDUIT THRU CONCRETE E0A SCALE: NONE GYPSUMWALL METALLIC CONDUIT 1 OR HOUR RATED UL 9WI.3001 2 2HR FIRESTOP-CABLE THRU GYP E0A SCALE: NONE PROVIDE WIRING PER MANUFACTURER'S INSTALLATION DRAWING (TYP) SIGNALING LOOP X X SYNCHRONIZING MODULE FAEP 2#12 AWG, 1#12 AWG GND, IWO SEE PLANS MINERAL WOOL PACKING BATT, NOMINAL 4 POP, DEPTH AS REQUIRED BY THE MANUFACTURER SEALANT, DEPTH AS REQUIRED BY THE MANUFACTURER PROVIDE CONTROL MODULE FOR REQUIRED FUNCTION (TYPICAL) INITIATING/ CONTROL LOOP PROVIDE WIRING AND RELAY REQUIRED TO SHUTDOWN TENANT SOUND SYSTEM UPON FIRE ALARM ACTIVATION FIRE ALARM JUNCTION BOX BY LANDLORD PROVIDE WIRING TO MAIN FIRE ALARM PANEL AS REQUIRED 4 FIRE ALARM EXTENDER PANEL WIRING DIAGRAM E0.1 _ SCALE: NONE DETAIL NOTES 1. THIS DIAGRAM REPRESENTS ATYPICAL SYSTEM AND IS NOT INTENDED FOR INSTALLATION. SYSTEM SUPPLIER SHALL PROVIDE INSTALLATION DRAWINGS AND SCHEMATIC WIRING DIAGRAMS. EXACT SYSTEM REQUIREMENTS SHALL BE COORDINATED WITH THE SYSTEM SUPPLIER. SYSTEM INSTALLER SHALL BE NICET CERTIFIED, IF REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. 2. SYSTEM SUPPLIER SHALL SUPERVISE INSTALLATION, PROGRAM AND TEST SYSTEM AND INSTRUCT OWNER ON SYSTEM OPERATION. 3. ALL FIRE ALARM WIRING SHALL BE PLENUM RATED. EXPOSED FIRE ALARM WIRING, REVIEWED FOR 10*-W AFF AND BELOW, SHALL BE INSTALLED IN CONDUIT TO ABOVE ACCESSIBLE CODE COMPLIANCE CEILING SPACE OR STRUCTURE, APPROVED 4. ALL CONTROL CABINETS SHALL BE GROUNDED PER NEC REQUIREMENTS AND PER SPECIFICATIONS. MAY 2 0 2019 5. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REFER TO DRAWINGS FOR DEVICE QUANTITY AND LOCATIONS, City ofTukwila 6. FIRE ALARM SYSTEM SHALL MATCH LANDLORD'S EXISTING FIRE ALARM SYSTEM. BUILDING DIVISION 171=77-L) CITY OF T99MAI E 0 MAY 9 IRB91911TAND APPROVAL PERMIT qkiYiIAED ELECTRICAL SPECIFICATIONS DIVISION 26 - ELECTRICAL I. GENERAL PROVISIONS A. GENERAL CONDITIONS, CODES & STANDARDS 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) AND ANY OF THE OWNER'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE, 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION & COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3, ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE OWNER REQUIREMENTS IN ADDITION TO THOSE SPECIFIED. 4. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. S. ALL EQUIPMENT AND MATERIALS USED SHALL BE NEW AND UL LISTED FOR THE APPLICATION, AND SHALL BEAR AN APPROPRIATE UL LABEL. B. SCOPE OF WORK 1. THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH IS A PART OF THE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER, CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE OWNER A COMPLETE, CODE APPROVED AND OPERATIONAL ELECTRICAL SYSTEM. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADET WORK SCOPE. CONSULT NTH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE WORK IS COMMENCED. 3. CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 4. ALL EXISTING UTILITY AND ELECTRICAL SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THEOWNER. S. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF ELECTRICAL WORK. ALL CORE DRILLING OR CUTTING OF FIRE RATED FLOORS, SHAFTS, AND WALLS SHALL BE FIRESTOPPED PRIOR TO FINISH PATCHING. ALL PENETRATIONS SHALL BE FIRE SEALED TO MATCH THE FIRE RATING OF THE FLOORS, SHAFTS, AND WALLS PENETRATED. 6. TEMPORARY ELECTRICAL SERVICE, LIGHTING, AND RELATED WIRING SHALL BE PROVIDED TO OSHA REQUIREMENTS FOR THE USE OF ALL TRADES DURING CONSTRUCTION. 7. TEMPERATURE AND INTERLOCK CONTROL COMPONENTS AND ALL RELATED WIRING AND CONDUIT SHALL BE PROVIDED BYTHE MECHANICAL CONTRACTOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS, 8, THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED ELECTRICAL DEMOLITION OF THE EXISTING AREAS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL(PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL ELECTRICAL EQUIPMENT, WIRING, CONDUIT, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE ELECTRICAL SYSTEMS FOR THE NEW RENOVATED AREAS. b. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR, WIRING REMOVED, AND FLOOR PENETRATIONS REPAIRED TO MATCH ADJACENT SURFACES. c ALL ABOVE GROUND CIRCUITS SHALL BE REMOVED BACK TO THE SOURCE UNLESS INDICATED OTHERWISE. d. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS, THE ARCHITECT, AND THE OWNER'S GENERAL REQUIREMENTS. 9. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL, EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND OWNER. WHERE AN EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C. DOCUMENTS 1. THE DRAWINGS ARE DIAGRAMMATIC; ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER. 2. ANY INCIDENTAL ITEMS OR LABOR, ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID, 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS, OR DISCREPANCIES OCCUR BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS AND THE SCALE OF SAME, OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS, SUCH ERRORS SHALL BE REFERRED TO THE OWNER FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER 15 MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL AND MUST BE SUBMITTED AS SPECIFIED IN THE ARCHITECTURAL DOCUMENTS. 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS, D. COORDINATION t. CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALLWORKTO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BYTHE CONTRACTOR CAUSING THE DAMAGE. 2, EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB -TRADES PERSONNEL. ALL PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED BYTHE OWNER BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BYTHE CONTRACTOR CAUSING THE DAMAGE. 3. IT IS ESSENTIAL THAT ALL WORKAT THE PROJECT BE DONE AT SUCH TIME AND IN SUCH MANNER AS NOT TO INTERFERE WITH THE OPERATIONS OF THE SPACE, ADJACENT SPACES, OR FACILITY. A WORK SCHEDULE SHALL BE ARRANGED WITH THE OWNER, INCLUDING PREMIUM TIME WORK TO FACILITATE WORK WITH A MINIMUM OF INTERFERENCE TO THE OWNER'S OPERATIONS, E. METHODS 1. EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. CONDUIT SHALL BE LAID ON AN APPROPRIATELY GRADED V BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6"ABOVE THE CONDUIT. BACKFILL THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BYTHE ARCHITECT OR THE OWNER, IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 9' LIFTS WITH ALL LIFTS COMPACTED TO 95%PROCTOR. PATCH FLOOR TO MATCH EXISTING. 2. EQUIPMENT, CONDUIT, ETC, SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, OTHER CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. ALL ROOF PENETRATIONS, FLASHINGS AND COUNTER FLASHINGS SHALL BE PERFORMED BY THE OWNER'S ROOFING CONTRACTOR AT THE REQUESTING CONTRACTORS COST. F. SUBMITTALS 1. SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT OF ALL EQUIPMENT AND ACCESSORIES PROVIDED FOR THE PROJECT WHETHER SPECIFIED HERE -IN OR ON THE DRAWINGS. REVIEW OF THE SHOP DRAWINGS SHALL BE FOR GENERAL DESIGN CONCEPT AND ADHERENCE WITH THE SPECIFICATIONS. QUANTITY OF SHOP DRAWINGS SUBMITTED SHALL BE AS SPECIFIED BY THE ARCHITECT. SHOP DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR SHOWING LOCATIONS AND MEASUREMENTS FROM COLUMNS OF ALL CONCEALED AND EXPOSED PIPING, DUCTWORK, CONDUIT, EQUIPMENT, ACCESSORIES, ETC., AND SUBMITTED PRIOR TO INSTALLATION. THE OWNER MAY MAKE REPRODUCIBLE COPIES OF THEIR DRAWINGS AVAILABLE FOR USE IN PREPARATION OF SHOP DRAWINGS, HOWEVER THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR NOT CONFIRMING ALL INFORMATION ON THE DRAWINGS PRIOR TO FABRICATION ANDIOR INSTALLATION. 2 PROJECT RECORD DOCUMENTS- MAINTAIN AT THE JOBSITE ONE COPY OF ALL CONTRACT DOCUMENTS CLEARLY MARKED AS "PROJECT RECORD COPY". THESE DRAWINGS ARE TO BE MAINTAINED IN GOOD CONDITION, UPDATED DAILY FOR CHANGES ENCOUNTERED AND AVAILABLE ATALL TIMES FOR INSPECTION BYTHE OWNER. DO NOT USE FOR FIELD CONSTRUCTIONI PROJECT RECORD DOCUMENTS ARE TO BE KEPT CURRENT WITH EXACT DIMENSIONS OF ALL WORK, EQUIPMENT, DISTRIBUTION CONDUIT, CIRCUITS, ETC. MARK ALL INFORMATION IN RED LINES AND NOTES SO AS TO BE EASILY IDENTIFIED FROM THE BASE DRAWING, UPON COMPLETION OF THE WORK, ONE SET OF THESE DOCUMENTS SHALL BE TURNED OVER TO THE OWNER AS ONE QUALIFICATION FOR FINAL PAYMENT. 3. THREE COMPLETE SETS OF AS -BUILT DOCUMENTATION SHALL BE PROVIDED, IT SHALL INCLUDE, BUT NOT BE LIMITED TO ACCURATE PLAN DRAWINGS, WIRING DIAGRAMS AND OPERATION AND MAINTENANCE MANUALS. 11. PRODUCTS A. CONDUIT 1. INTERIOR CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT). METAL CLAD (MC) CABLE MAY BE USED IF APPROVED BY THE OWNER, AND INSTALLED IN LOCATIONS PERMITTED BY CODE. 2. FLEXIBLE METAL CONDUIT SHALL BE USED FROM OUTLET BOX TO INDIVIDUAL RECESSED LIGHT FIXTURES, AND FOR FINAL CONNECTIONS TO MOTORS AND OTHER DEVICES SUBJECTTOVIBRATION. B. CONDUIT FITTINGS AND BOXES 1. INTERIOR OUTLET BOXES SHALL BE STANDARD GALVANIZED SHEET STEEL TYPE, NOT LESS THAN 14 GAUGE IN THICKNESS, WITH KNOCKOUT OPENINGS, EXTENSIONS, PLASTER RINGS AND COVER PLATES TO ACCOMMODATE THE DEVICES INSTALLED. COVER PLATES SHALL BE SMOOTH PLASTIC TO MATCH DEVICE COLOR USE STEEL PLATES WITH ROUNDED CORNERS FOR SURFACE BOXES. OUTDOOR (WET LOCATION) OUTLET BOXES SHALL BE CAST ALUMINUM TYPE WITH DEVICE COVERS TO SUIT. I. OUTLET BOXES SHALL NOT BE LESS THAN 4 INCHES SQUARE, 1-112INCHES DEEP. 3. COUPLINGS AND CONNECTORS FOR EMT SHALL BE DIE CAST ZINC OR STEEL. BUSHING SHALL BE GROUNDING TYPE WITH INSULATING PLASTIC INSERT. C. WIRE AND CABLE 1. CONDUCTORS FOR POWER AND LIGHTING SHALL BE NEW 600-VOLT, WC, TYPE XHHN THHN OR THWN INSULATION, MINIMUM SIZE #12-AWG, EXCEPT FOR CONTROL WIRING WHICH MAY BE #14-AWG. OTHER SIZES SHALL BE AS NOTED ON THE DRAWINGS, CONDUCTORS SHALL BE COPPER, UNLESS OTHERWISE APPROVED BY THE OWNER. 2. BRANCH CIRCUIT RUNS EXCEEDING 100 FEET IN TOTAL LENGTH FROM THE PANELBOARD TO THE LAST DEVICE, SHALL BE #10-AWG CONDUCTORS UNLESS OTHERWISE NOTED. 3. COMPRESSION TYPE LUGS AND CONNECTORS SHALL BE USED FOR ALL TERMINATIONS AND SPLICES. 4. ALL LOW VOLTAGE COMMUNICATIONS, FIRE ALARM, DATA, SECURITY, TELEPHONE AND ALL OTHER MISCELLANEOUS LOW VOLTAGE WIRING INSTALLED IN CEILING SHALL BE PLENUM RATED. D. WIRING DEVICES 1. DUPLEX RECEPTACLES SHALL BE GROUNDING TYPE, NEMA 5.20R, RATED FOR 20 AMPS, 125 VOLTS, WITH PROVISIONS FOR BACK AND SIDE WIRING. 2. SWITCHES SHALL BE TOGGLE OPERATED, QUIET TYPE, RATED FOR 20 AMPS, 1201277 VOLTS, WITH PROVISIONS FOR BACK AND SIDE WIRING. THREE WAY AND FOUR WAY SWITCHES SHALL BE PROVIDED WHERE INDICATED, 3. DIMMERS SHALL BE LUTRON "NOVA TSTAR" SERIES, OF A RATING, VOLTAGE AND WATTAGE SUITABLE FOR LOAD SERVED. 4. COLORS OF DEVICES SHALL BE SELECTED BY ARCHITECT. 5. WIRING DEVICES SHALL BE SPECIFICATION GRADE, AS MANUFACTURED BY HUBBELL, PASS & SEYMOUR, ARROW HART, LEVITON AND GENERAL ELECTRIC. E. LIGHTING AND RECEPTACLE PANELBOARDS t. BRANCH CIRCUIT PANELBOARDS SHALL BE DEAD FRONT TYPE, WITH MAIN LUGS OR MAIN OVERCURRENT DEVICE AS INDICATED, BRANCH OVERCURRENT DEVICES AS NOTED AND AN EQUIPMENT GROUND BAR, ALL IN A SURFACE OR FLUSH MOUNTED SHEET STEEL ENCLOSURE. MINIMUM SHORT CIRCUIT CAPACITY SHALL BE 10,000 AMPS SYMMETRICAL FOR 1201208V, AND 18,000 AMPS SYMMETRICAL FOR 2771480V APPLICATION UNLESS NOTED OTHERWISE. 2, CIRCUIT BREAKERS SHALL BE BOLT ON TYPE; WITH MOLDED PLASTIC CASE; 1, 2, OR 3 POLE AS INDICATED; QUICK -MAKE, QUICK -BREAK; AND THERMAL -MAGNETIC TRIP DEVICE, 3. ALL BREAKERS FEEDING HVAC EQUIPMENT SHALL BE HACR RATED, UNLESS OTHERWISE NOTED. 4. ALL EQUIPMENT RATED 10DA OR LESS SHALL HAVE 60 DEGREE C MINIMUM TERMINATIONS. ALL EQUIPMENT RATED OVER 100A SHALL HAVE 75 DEGREE MINIMUM TERMINATIONS. 5. INDIVIDUAL SINGLE POLE CIRCUIT BREAKERS, WITH IDENTIFIED TIES, OR 213 POLE BREAKERS SHALL BE PROVIDED FOR EACH UNGROUNDED CONDUCTOR IN ALL MULTI -WIRE BRANCH CIRCUITS. 6. PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, SIEMENS, AND EATON. F. SAFETY SWITCHES AND MOTOR STARTERS 1. SAFETY SWITCHES SHALL BE FUSIBLE OR NON -FUSIBLE AS INDICATED ON THE DRAWINGS. SWITCHES SHALL BE QUICK -MAKE, QUICK -BREAK, HEAVY DUTY VISIBLE BLADE TYPE. ENCLOSURES SHALL BE NEMA 1 TYPE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FUSES SHALL BE DUAL ELEMENT -TIME DELAY TYPE. 2. MAGNETIC MOTOR STARTERS SHALL BE COMBINATION TYPE WITH THERMAL OVERLOAD, INTEGRAL FUSED SAFETY SWITCH, H-O-A SELECTOR SWITCH, CONTROL TRANSFORMER, RUNNING PILOT LIGHT, NEMA TYPE 1 ENCLOSURE, AND (2) NORMALLY OPEN AND (2) NORMALLY CLOSED AUXILIARY CONTACTS. 3, ALL MOTORS OVER 118 HP SHALL BE PROVIDED WITH THERMAL OVERLOAD PROTECTION. OVERLOAD PROTECTION SHALL BE PROVIDED INTEGRAL WITH THE MOTOR WINDINGS AND/OR MOTOR CONTROLLER (PROVIDED BY OTHERS) UNLESS OTHERWISE INDICATED ON DRAWINGS. 4. ALL EQUIPMENT RATED 100A OR LESS SHALL HAVE 60 DEGREE C MINIMUM TERMINATIONS. ALL EQUIPMENT RATED OVER 100A SHALL HAVE 75 DEGREE MINIMUM TERMINATIONS. G. LUMINAIRES AND LAMPS 1. ALL LUMINAIRES SHALL BE SPECIFIED ON THE LUMINAIRE SCHEDULE. 2. EMERGENCY LIGHTING AS INDICATED, SHALL PROVIDE A MINIMUM OF ONE FOOTCANDLE ALONG THE PATH OF EGRESS. EMERGENCY FIXTURE SUPPLIER SHALL PROVIDE FOOTCANDLE PRINTOUT TO VERIFY EMERGENCY LIGHT LEVELS. 3. ALL FIXTURE! BALLAST I LAMP COMBINATIONS SHALL BE ENERGY SAVING TYPE, Ill. EXECUTION A GENERAL MISCELLANEOUS 1. ALL CONDUIT RUN IN FINISHED AREAS SHALL BE CONCEALED. CONDUIT SMALLER THAN 314" SHALL NOT BE USED FOR ANY CIRCUIT HOMERUNS. 2. RACEWAYS EXPOSED TO DIFFERENT TEMPERATURES SHALL BE FILLED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH ARTICLE 300.7 OF THE NATIONAL ELECTRICAL CODE. 3. HANGERS, SUPPORTS, OR FASTENINGS SHALL BE PROVIDED AT EACH ELBOW, AT THE ENDS OF STRAIGHT RUNS TERMINATING AT BOXES OR CABINETS, AND AT INTERMEDIATE POINTS AS REQUIRED BY CODE, CONDUITS OR BOXES SHALL NOT BE SUPPORTED BY CEILING SUPPORT WIRES OR OTHER CEILING SUPPORTING HARDWARE. 4. ACCESS PANELS SHALL BE PROVIDED FOR ALL JUNCTION BOXES AND PULL BOXES INSTALLED ABOVE DRYWALL CEILINGS, COORDINATE SIZE AND LOCATION WITH ARCHITECT. 5, FIXTURE SUPPORTS SHALL BE IN ACCORDANCE WITH ARTICLE 410.300E THE NATIONAL ELECTRICAL CODE, OR ANY LOCAL CODES WHICH MY APPLY. 6. PROVIDE PERMANENT NAMEPLATES WITH DESIGNATIONS FOR PANELBOARDS, FEEDER DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS. 7. PROVIDE TYPEWRITTEN DIRECTORY CARDS WITH BRANCH CIRCUIT IDENTIFICATION FOR BRANCH CIRCUIT PANELBOARDS. PANELBOARDS, FEEDER DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS IN ACCORDANCE WITH NEC 110.16. 8, INSTALL HANDLE GUARDS ON ALL BREAKERS FOR NIGHT LIGHTING, EMERGENCY AND SIMILAR CIRCUITS. 9. THE ELECTRICAL CONTRACTOR SHALL BALANCE PANELBOARD LOADING TO WITHIN 10% ON EACH PHASE BASED ON INSTALLED CONDITIONS. LOAD BALANCING CIRCUIT CHANGES SHALL BE PERFORMED OUTSIDE THE NORMAL OCCUPANCY WORKING SCHEDULE AND AT A TIME DIRECTED BY LANDLORD. 10. THE FINAL LOCATIONS OF ALL EQUIPMENT, OUTLETS, ETC. SHALL BE SUBJECT TO REASONABLE CHANGES IN LOCATION UP TO THE TIME OF ROUGHING -IN, AT NO ADDITIONAL COST TO THE OWNER. 11. CONTACT ELECTRIC POWER COMPANY AND MAKE NECESSARY ARRANGEMENTS FOR ELECTRIC SERVICE. 12. CONTACT TELEPHONE COMPANY AND MAKE NECESSARY ARRANGEMENTS FOR TELEPHONE SERVICE, 13. AT ALL TIMES KEEP PREMISES AND BUILDING IN A NEAT AND ORDERLY CONDITION, FOLLOWING OWNER'S INSTRUCTION IN REGARD TO STORING OF MATERIALS, PROTECTIVE MEASURES AND DISPOSING OF DEBRIS, S. GROUNDING 1. GROUND ALL CONDUITS, CABINETS, MOTORS, PANELS, AND OTHER EXPOSED NON -CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC ARTICLE 250, 2. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN INSULATED GROUNDING CONDUCTOR INSTALLED WITH ALL FEEDERS AND BRANCH CIRCUIT CONDUCTORS IN ALL CONDUITS. 1. PRINCIPAL OCCUPANCY CLASSIFICATION IS GROUP M. 2. SPACE IS PROVIDED WITH FULL SPRINKLER COVERAGE. 3. OCCUPANT LOAD IS LESS THAN 500. 4. SPACE IS WITHIN A COVERED MALL COMPLYING WITH IBC 402. 6, THE LANDLORD DOES REQUIRE ALL TENANTS TO INSTALL A FIRE ALARM SYSTEM MONITORED BY THE LANDLORD SYSTEM. 7. A FIRE ALARM SYSTEM IS REQUIRED. 8. AIR HANDLING SYSTEMS WITH AN AGGREGATE CAPACITY OVER 2,000 CFM REQUIRE DUCT SMOKE DETECTORS WITH LOCAL VISIBLE AND AUDIBLE SUPERVISORY SIGNAL MOUNTED IN AN APPROVED LOCATION. DUCT SMOKE DETECTOR MONITORING SHALL BE BY OTHERS UNDER SEPARATE CONTRACT WITH THE OWNER. 9, FIRE ALARM SYSTEM INSTALLED OR MODIFIED BY THIS CONTRACTOR IS TO BE VERIFIED AND CERTIFIED BY AHJ AT THIS CONTRACTORS EXPENSE. FIRE ALARM SPECIFICATIONS i. A COMPLETE EXTENSION OF THE LANDLORD'S FIRE ALARM SYSTEM SHALL BE PROVIDED AS DESCRIBED ON THE DRAWINGS. ALL DEVICES, WIRING, BACKBOXES, PROGRAMMING, START-UP, INSTRUCTION AND TESTING REQUIRED FORA COMPLETE OPERATING SYSTEM SHALL BE PROVIDED, 2. THE ELECTRICAL CONTRACTOR SHALL FURNISH SHOP DRAWINGS, COMPLETE WITH EQUIPMENT CUTS AND FLOOR PLANS (WITH WIRING INDICATED), AS WELL AS BATTERY CALCULATIONS, AND VOLTAGE DROP CALCULATIONS FOR REVIEW AND APPROVAL BY THE ARCHITECT, ENGINEER, AND ALL AUTHORITIES HAVING JURISDICTION. FLOOR PLAN DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR ANDIOR SUPPLIER. NICET4 CERTIFICATION AND STAMP IS ACCEPTABLE, IF APPROVED BY THE AUTHORITY HAVING JURISDICTION, 3. THE ELECTRICAL CONTRACTOR SHALL FURNISH FIRE ALARM DRAWINGS, CALCULATIONS, AND EQUIPMENT INFORMATION FOR ALL REQUIRED LOCAL MUNICIPALITY, OR STATE PERMITS. THE ELECTRICAL CONTRACTOR SHALL ARRANGE AND COORDINATE ALL REQUIRED TESTING AND INSPECTIONS REQUIRED BY THE LOCAL MUNICIPALITY FIRE DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL INCLUDE FIRE DEPARTMENT COSTS IN BID, 4. ALL HVAC UNITS OR GROUP OF HVAC UNITS WITH A COMMON PLENUM AND A DESIGN CAPACITY GREATER THAN 2000 CFM SHALL AUTOMATICALLY SHUT DOWN ASSOCIATED HVAC UNIT OR UNITS. WHERE A DUCT SMOKE DETECTOR IS NOT VISIBLE OR ACCESSIBLE FROM THE FLOOR, REMOTE AUDIBLEMSUAL ALARM INDICATORREST SWITCHES SHALL BE PROVIDED IN AN APPROVED LOCATION, AT A HEIGHT ACCESSIBLE AND VISIBLE FROM THE FLOOR. HVAC DUCT DETECTORS SHALL BE CONNECTED TO A CENTRAL STATION MONITORING SYSTEM UNDER SEPARATE CONTRACT WITH THE OWNER. 5. FIRE ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: a. CONTINUOUSLY OPERATE ALARM NOTIFICATION APPLIANCES. b. IDENTIFY ALARM AND SPECIFIC INITIATION DEVICE AT FIRE CONTROL PANEL. c. TRANSMIT ALARM TO LANDLORD SYSTEM. d. TRANSMIT ALARM SIGNAL TO REMOTE RECEIVING STATION. e. INTERRUPT TENANT SOUND SYSTEM. I. SHUT DOWN AIR HANDLING SYSTEMS. 6. ALL FIRE ALARM VISIBLE DEVICES SHALL BE ADA COMPLIANT. STROBE INTENSITIES AS DELEGATED DESIGN BY SYSTEM VENDOR. CEILING MOUNTED DEVICES SHALL HAVE A RATING WITH THE LISTED REQUIREMENTS FOR A SPECIFIC CEILING HEIGHT. 7. ALL WALL MOUNTED STROBES, SPEAKER -STROBES, OR HORN STROBES SHALL BE MOUNTED SUCH THAT THE LENS IS NOT LESS THAN 80INCHES AND NOT MORE THAN 96INCHES ABOVE THE FINISHED FLOOR. 8. ALL AUDIBLE NOTIFICATION APPLIANCES SHALL BE SET TO ACHIEVE A SOUND PRESSURE AT LEAST 15dB ABOVE THE AVERAGE AMBIENT SOUND LEVEL. 9. ALL CABLES FOR THE FIRE ALARM SYSTEM SHALL BE RATED FOR THE INTENDED USE, 10. FIRE ALARM SYSTEM MONITORING SHALL BE BY OTHERS UNDER SEPARATE CONTRACT WITH THE OWNER. 11. PROVIDE A SEPARATE LINE ITEM COST FOR A(1),(3),(6) YEAR MAINTENANCE, TESTING AND MONITORING AGREEMENT. AGREEMENT TO INCLUDE MONITORING TO A UL LISTED CENTRAL STATION PER NFPA 72 REQUIREMENTS, ALL CODE REQUIRED TESTING OF THE FIRE ALARM SYSTEM PER NFPA 72 AND OBC (MONTHLY VISUAL INSPECTION SHALL BE BY THE OWNER), CLEANING OF DEVICES SHALL BE DONE UPON SYSTEM REQUEST, AND ALL COST ASSOCIATED WITH MAINTENANCE OF THE SYSTEM SHALL BE PROVIDED (DUE TO DEFECTIVE EQUIPMENT ONLY). PROVIDE A YEARLY REPORT TO THE OWNER 12. FIRE ALARM SYSTEM SHALL MATCH BASE BUILDING SYSTEM MANUFACTURER. REVIEWED FOR CODE COMPLIANCE APPROVED KAY 2 0 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL SEPAHA E SAY �E0MITAND PERMIT feegV D 200A FEEDER TO PANEL, FEEDER SHALL BE 4#310,1#6GND-2"C TENANT LANDLORD'S STOCK ROOM ELECTRICAL PANELS 1 1 PANELA 2081120V 208/120V 2DOA 200A ETR, RELABEL ETR, RELABEL "HOMEGROWN °HOMEGROWN SERVICE OF 2" P SERVICE 2OF 2" LANDLORD SWITCHBOARD (STIR) 20811201-30,4W 1 ONE LINE DIAGRAM E0.3 SCALE: NONE ELECTRICAL LOAD SUMMARY PANEL A LOAD DESCRIPTION KW (CONNECTED) NEC DEMAND KW (DEMAND) Total Lghfig Load "L" 1.00 125% 1.26 Total Track BghSng Load V 0.00 NEC &00 Total Receptacle Load"R" 3.78 NEC 3.78 Total Show WaMOw Loa 'C 0 1 FT 0.00 0.00 Total MatorLoad"M' 0.00 100% 0.00 Total aecttk that Loatl"H' 0.00 HIM 0.00 Total Mac Load 1.60 100% 1.60 Kitchen Apphance Load W 1141S 65% 33.12 TOTAL LOAD (KWj 57.34 39.75 TOTALLOAD(AM'8) 159.2 110.3 ELECTRICAL LOAD SUMMARY PANEL B LOAD DESCRIPTION KW (CONNECTED) NEC DEMAND KW (DEMAND) Total Lighting Lead-V See 125% 0.00 Total Track lghtng Loatl"0' SOD 125% 0,00 Total Receptacle Load "R" 0.18 NEr 0.18 Total Show Wedcw Load"C" 0 FT 0.00 Ne� 0.00 Total Motor Load'M' 38,67 100% 38S7 Total Bacilli: Flat Lead OAO t00% 0.00 Total Mae Loatl "X" 25.30 100%I 25.3D Kitchen Appliance Load 0.00 65% 0.00 TOTALLOAD(K414 64.05 B4.05 TA OAD(AM'S) 177.E1 177.8 KITCHEN EQUIPMENT SCHEDULE ITEM# QTY EQUIPMENT VOLTAGE PHASE AMPS CONNECTION NEMA HEIGHT PANEL CIRCUIT BREAKER CONDUI7/WIRE 3 1 SLICER 120 1 4.0 RECEPT 5-20R 48" A 2 20/1 2#12,1912GND-3!4"C 5 1 2-DOOR FREEZER 120 1 9.6 RECEPT 5-20R 48" A 4 20/1 2#12,1#12GND-3/4"C 6 1 WALK-IN COOLER 120 1 3.0 DIRECT 120" A 6 2011 2#12,1#12GND-3/4"C 7 1 WALK-IN COOLER BLOWER COIL 120 1 2.0 DIRECT 129" A 8 20/1 2#12,1#12GND-3/4"C 8 1 WALK-IN COOLER COMPRESSOR 208 1 SO DIRECT 120" A 10,12 20/2 3#12,1#12GND-3/4"C 25 1 DISHWASHER 120 1 16.0 RECEPT 5-20R 1T A 14 20/1 2#12,1#12GND3/4"C 34 1 ICE MACHINE 120 1 5.0 DIRECT 1T' A 16 20/1 2912,1#12GND-3/4"C 41 1 ESPRESSO MACHINE 208 1 22.1 RECEPT 6-30R 48" A 18,20 30/2 2#10,1#10GND-3/4"C 42 1 1 1 UNDERCOUNTER REFRIG 120 1 1 7.3 1 RECEPT 5-20R 24" A 1 22 20/1 2#12,1#12GND-3/4"C 44 1 COFFEE BREWER 208 1 1 13.0 RECEPT 6-20R 49' A 1 24,26 2012 2#12,1#12GND-3/4"C 45 4 COFFEE GRINDER 120 1 1 5.4 RECEPT 5-20R 46' A 28,30,32,34 2011 2#12,1#12GND-3/4"C 46 1 PAN TOP REFRIG 120 1 6.3 RECEPT 5-20R 24" A 36 20/1 2#12,1#12GND-3/4"C 48 2 CONVEYOROVEN 208 3 34.0 RECEPT 15-50R 24" A 1,3,5+7,9,11 5013 396,1#10GND-1"C 51 3 PAN TOP REFRIG 120 1 7.3 RECEPT 5-20R 24" A 13,15,17 2011 2#12,1#12GND314"C 54 3 SOUP WARMER 120 1 6.7 RECEPT 5-20R 48" A 19,21,23 2011 2#12,1#12GND-3/4"C 55 1 PAN TOP REFRIG 120 1 5.8 RECEPT 5-20R 24" A 25 2011 2#12,1#12GND-3/4"C 61 7 POS TERMINAL 120 1 2.5 RECEPT 5-20R 24" A 27,29 2011 2#12,1912GND-3/4"C 64 1 GRAB & GO REFRIG 120 1 16.0 RECEPT 5-20R 24" A 31 20/1 2#12,1#12GN0.3l4"C 66 1 SELF ORDER KIOSK 120 1 2,5 RECEPT 5-20R 24" A 33 20/1 12#12,1#12GND-314'C LIGHTING FIXTURE SCHEDULE TYPE TYPE I WATTAGE MAX RATING DESCRIPTION MANUFACTURER CATALOG# VOLT EM LED 12W WA EMERGENCY FIXTURE, DUAL HEADS, WHITE HOUSING, LITHONIA EM4L 120 PROVIDED WITH 90 MINUTE BATTERY BACKUP. EXIT SIGN, DUAL HEADS, RED LETTERS, WHITE EX LED 3W NIA THERMOPLASTIC HOUSING, SELF DIAGNOSTICS, LITHONIA LHQM-LED-R-SD 120 PROVIDED WITH 90 MINUTE BATTERY, F1 LED 50W WA 2x4 TROFFER, 4000 LUMENS, 3000*K, WHITE FINISH. RAB LIGHTING TRLED2X4-50Y/D10 120 P1 LED 9W 42W CORD HUNG PENDANT, 8' CORD, WHITE FINISH, CONICAL HI CITE H-23638-93-RIB/CB8-931CLLS- LENS, RIBBED GLASS GLOBE. RIBI9WILED2I27/EBCIW1 120 R1 LED 11 W I NIA 4" DOWNLIGHT, 540 LUMENS, 2700-K, WHITE TRIM. CREE LR4E-15-H4-LT4-15WH 120 T1 LED F14WJ 75W TRACK HEAD, BLACK FINISH. PROVIDE TRACK MOUNTED JUNO R533-BL 120 CURRENT LIMITER, REFER TO PLANS FOR SIZE. • i 1 I 1 i 'L. 0 II II� t mum. ..x.-.. 0 ©mammm ' m�©��II�1!VI�1lIR�A'T!! "� ®�sm ®mom MCI �0NA SUN t�■� mm mmom� , mm AANH,MNIE I CIRCUIT SMIZERREIRARKS CIRCUTBRSA YPSACCESSO low BBREAKHy CCkWMROLLEDCUCLAT,, FJ(=D(ISTPXI LOADTO CLxIRQA'f tMtMf-DOAD;; N3 LA61ER 200 BUS 200 MC 208 / 120 10K AIC A=AFCi, S KWTRIP, HbR%CR G=OFO, L=CID LOCI. Hr=Rikt ETE N�NBN CIRCUR DREAKHI _iIiMACE 3-6 4-W GOITER on � Weaker ( "® LOAD DESCRP1KKi two Type Load VA asmg Li L2 L3 Load VA Load Type LOADDESCRIPRON - ea Clow 1 3 5 8013 H AM-1 M 8,878 /80 R CUR�Hi nil2 nil I M 8'876 70 M FF1 20/1 4 M M 8,878 3,958 I'm X GREASEIRM H+(OR nil 6 7 8 11 50l3 H CLLi X SPARE 20H 8 M 3,958 X SPARE 2011 10 M 3,a58 X SPARE 2011 12 13 15 17 9013 BNN-i X 8,000 X SPARE Mill i4 X ti,wo X SPi 2011 16 X 8,000 X SPARE 20A 18 18 20/1 SPARE X X SPARE 2011 20 2/ 2071 $PARE X X SPARE 20/1 22 21 20/1 SPARE X % SPARE 20/1 24 PANE. NOTES: 0 0 0 NOSUSF®LOAD SURF®LLIGS Lighting Load Demand°% 1.25 ateLighting Loa L ) 0.00 21.01 Otal Connecle atlm seA alai Trac g ng oe "D'(KVA 0.00 0.0 otal nmond Oe m AYtV! !!ae - on--dow Len0'2 0Total Total Reeeptacle Load " ( A) 0.18 2213 To(al Cgnnected-Eoetlm KVA-FM1ase� wLoa ) 0.00 64.05 TOW connected Loatl n KVA-AlPhasee RVAC Loatl Dentood% f 1.00 Wal Mrtor Loa A) 38.5I 177.8 Tong UF55ci nps Total V at Load"' 0.00 64.05 Total main ad'n1W - iaeaa Me Load CenRnd % 700 T.T. so Los X" ( 25.30 1 nbT `1m n3'CesB'm Fmpe - Kitchen pp6an0e Loatl "M' KVA) 0.00 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 20 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK:NIL.q MAY 15 2m PERMIT GEN c a SEPARATE PERMIT AND APPROVAL REQUIRED '3- 400 r Pi PI +a A-56 P, a —+ OE ASS All —F J A-56 —$a Ob Ob A-56 Pi PI PI LIGHTING IN WALK-IN A-66 A-56' PROVIDED WITH EQUIPMENT. EM L—.F4 REFER TO SHEET E2.0. VA-56 R1 RI Rl RI RI Ob Ob Ob Ob Ob M A-66 X56 A-56 A-56 A-56 T1 Tl l yTl Tl "I Rl RI i A-5131I II i EX Ob Ob R10b Blob R10b- c IvyT --F1 —F1 A-56 A-56 A-56 A-56 A-56 O al RI S8 A-58 dA) ------ Ob aJD A-5B ECG b,D`@ 'D A-56 P RI I IEM Ob 66 c Ti'Ti''TI 'T1 I Tl 'TI 'TI *Tl T, A-56 Rl Ob R10b R10b Blob Blob Ft FI A�11 A-56 A-56 A-56 A-56 d d A 8 71 -5 A-51 MAN F"W 1 LIGHTING PLAN E1.0 I SCALE: lllrvlV GENERAL SHEET NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INCREASED WIRE SIZES DUE TO FIELD CONDITIONS RESULTING IN EXTENDING CONDUIT PATHS. GROUND WIRE SIZES ARE REQUIRED TO BE ADJUSTED PER ARTICLE 250 OF THE NEC WHEN WIRES ARE INCREASED FOR VOLTAGE DROP. 2. ELECTRICAL CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR ALL LIGHT FIXTURE LOCATIONS. 3. ALL BRANCH CIRCUIT WIRING SHALL BE #12 AWG UNLESS OTHERWISE NOTED. EACH BRANCH CIRCUIT SHALL HAVE A SEPARATE NEUTRAL CONDUCTOR. 4. WIRE ALL NIGHT LIGHTING, EXIT SIGNS, EMERGENCY FIXTURES AHEAD OF LOCAL SWITCHING, UNLESS OTHERWISE NOTED. 0 SHEET KEYNOTES 1 LOCATION OF OVERRIDE SWITCH, REFER TO LIGHTING CONTROL DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. 2 PROVIDE 3A CURRENT LIMITER FOR TRACK LIGHTING. REFER TO FIXTURE SCHEDULE FOR SPECIFICATION. 3 PROVIDE DIMMING SWITCHES FOR FIXTURES INDICATED, SWITCHES SHALL BE SIZED FOR LOAD INDICATED, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION, 4 EXISTING EXIT SIGN TO REMAIN, WIRE TO CIRCUIT INDICATED. REUSE EXISTING CONDUIT AND WIRING WHEREPOSSIBLE. 1507 Set... Ave, Suft. 200 Seattle, Washington 9 122 206.323.9932 PF 120VTO24V TRANSFORMER AA-1 P- 3 DRAWN BY: KJD CHECKED BY. EJR CTYP) �'-ATIC QT/E/S AS — FOH LTG A-60 — BLADESIGN ENGINEERING A-5: I BON LTG — SPARE 26760 Fk.1, Street P 440 8712410 SPARE SPARE — SPARE — SPARE Cleveland, OH 44145 F 440 8717954 City of Tukwila Approval Stamp: 2 LIGHTING CONTACTOR DIAGRAM E1.0 SCALE: NONE 0 DETAIL KEYNOTES TORK DG200A (OR EQUAL), 2-CHANNEL, 7-DAY TIME CLOCK, MOMENTARY CONTACTS WITH MANUAL OVERRIDE, BATTERY SACK -UP, AND NEMA I ENCLOSURE. TORN SSA20OR-24 DIGITAL OVERRIDE SWITCH, PROGRAM FOR 2-HOUR OVERRIDE AND BEEPER AND FLICKER WARNING PRIOR TO TURNING OFF LIGHTS, 3 NEMA I LIGHTING CONTACTOR, 30A, 60DV CONTACTS, 120V COIL, MOMENTARY CONTACT, MECHANICALLY HELD. PROVIDE # OF POLES AS INDICATED. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 210 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 15 2019 PERMIT CENT LR SEPARATE -7 PERMIT AND PP R? VAL APPROVAL REQU ' RED ISSUED FOR BUILDING PERMIT APRIL 23, 2019 Homegrown at Southcenter $41 Southcenter Mail Space #532 Be.., WA 98188 Project No. 1906 City of Tukwila Project No. D19-0137 Date: Revision: 5/15/19 Scale: AS NOTED Sheet contents: LIGHTING PLAN Sheet: , C39� �4 \' 1 I ! 1 1 A 591U _ A59� `I 5 ® �I (. �s9 II N 753 _ 1 , rll - i t I I I i I I I I I I A-53 {�— A53 I I I 1 Ii i I II II I 1 I II I i (, A59 T A55� -55 � 11 jpA I T A39 I _ 6 61 51 48 81 56 1 s 61 �1_r —, Coy A-57 ( — 8 at \'-, II � - i I �,�� 8 I� — 34 42 41 44 45 46 51 61 61 54 Bd 100AS 8.1,3,5 �j EW I B-13,15,17 �I 6 1 /S zs FAEP PNLA A-09 I PNLB A-51 rt __ 2 ----`r-. .. B7,9.11 '1'--- WP 4 CUA IMP ® ( 2 60AS 1 POWER PLAN E2,0 I SCALE: 94--1'-0" GENERAL SHEET NOTES 1. REFER TO KITCHEN EQUIPMENT SCHEDULE ON SHEET EO.3 FOR CIRCUITING INFORMATION. 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INCREASED WIRE SIZES DUE TO FIELD CONDITIONS RESULTING IN EXTENDING CONDUIT PATHS. GROUND WIRE SIZES ARE REQUIRED TO BE ADJUSTED PER ARTICLE 250 OF THE NEC WHEN WIRES ARE INCREASED FOR VOLTAC DROP. 3. ALL BRANCH CIRCUIT WIRING SHALL BE#12 AWG UNLESS OTHERWISE NOTED AND IN CONDUITIEMT, EACH BRANCH CIRCUIT SHALL HAVE A SEPARATE NEUTRAL CONDUCTOR, 4. SUPPLY AND INSTALL SEAL-TITE FLEX CONDUIT TO ALL FOOD SERVICE EQUIPMENT IN DAMP AREAS. FLEX CONNECTIONS AT ALL FANS ON THE ROOF SHALL BE OF EXTRA LENGTH TO ALLOW FULL FAN REMOVAL FOR EASE OF CLEANING. S. PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE, 6. PROVIDE AND INSTALLA VAPOR -PROOF SWITCH AT EACH BLOWER COIL IN THE WALK-IN COOLER. 7. PROVIDE ANDINSTALL A 48" MINIMUM CORD AND PLUG FOR EACH PIECE OF EQUIPMENT AS NOTED. US A 90 DEGREE ELBOW OUT OF UNIT, 8. PROVIDE FOR HOOK-UP OF A THERMOSTAT, SOLENOID, BLOWER COIL, AND COMPRESSOR FOR EACH REFRIGERATED UNIT, MAGNETIC STARTERS ANDIOR THERMAL PROTECTORS SHALL BE INCLUDED AS REQUIRED. 9. PROVIDE I"CONDUIT AND JUNCTION BOXES AT EACH CASH REGISTER TERMINAL SO AS TO INTERCONNECT ALL UNITS TO EACH OTHER AND THE CENTRAL PROCESSING TERMINAL. COORDINATE LOCATIOONS OF ALL TIE-IN UNITS WITH OWNER. 10. INSTALL ALL OWNER SUPPLIED COMPUTERICOMMUNICATIONS CABLES AS REQUIRED BY OWNER. 11. PROVIDE INTERCONNECT SWITCHING BETWEEN THE KITCHEN HOOD EXHAUST FANS AND THE KITCHEP MAKE-UP AIR SYSTEMS AS REQUIRED 12. PROVIDE INTERCONNECT FOR FREEZER COIL AND TIME CLOCK CIRCUIT DEFROST SYSTEM. 13. VERIFY ALL REQUIREMENTS OF OWNER PROVIDED EQUIPMENT PRIOR TO WORK. 0 SHEET KEYNOTES 1 PROVIDE SHOW WINDOW RECEPTACLE PER NEC REQUIREMENTS. RECEPTACLE SHALL BE INSTALLED WITHIN I8" OF THE TOP OF THE SHOW WINDOW FOR EACH 12' OF SHOW WINDOW. VERIFY EXACT LOCATION WITH ARCHITECT. 2 EXTEND EXISTING 2"C FOR TELEPHONE SERVICE TO TELCO BOARD. PROVIDE PULL STRING AS REQUIRED. 3 AIR HANDLING UNIT AHU-0 208V-30,26.7KW, WIRE WITH 3#3,1#8GND-1114"C. UNIT PROVIDED WITH FACTORY MOUNTED DISCONNECT SWITCH. 4 CONDENSING UNIT CU-1: 208V-30, 11,9KW WIRE WITH 3#6,1#10GND-314"C TO CIRCUIT INDICATED. PROVIDE UNIT MOUNTED DISCONNECT SWITCH AND CONVENIENCE RECEPTACLE AS INDICATED, 5 EXHAUST FAN EF-1:120V-10,TOW. WIRE WITH 2#12,1#1 TO CIRCUIT INDICATED. FAN PROVIDI WITH INTEGRAL DISCONNECT AND CONTROLLED VIA MC PROVIDED TIME CLOCK, 6 GREASE INTERCEPTOR: 12OV-1 0, 1.31(W. WIRE WITH 2#12,1#123ND-3A4 C TO CIRCUIT INDICATED. PROVIDE TOGGLE DISCONNECT SWITCH NEAR EQUIPMENT AS INDICATED. 7 ELECTRIC WATER HEATER EWH-t 208V-30, 24KW. WIRE WITH 3#1111 PROVIDE DISCONNE( SWITCH NEAR EQUIPMENT AS INDICATED, 8 PROVIDE JUNCTION BOX AND SWITCH FOR BLADE SIGN. PROVIDE ADDITIONAL JUNCTION BOXES AND WIRING AS REQUIRED. COORDINATE EXACT LOCATION AND ALL REQUIREMENTS WITH ARCHITECT AND SIGNVENDOR. Rd EIv�WE© rOR CODE COMPLIANCE APPROVED KAY202019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 15 2019 PERMIT CENTER SEPARATE PERMITAND APPROVAL REQUIRED ABBREVIATIONS ATIONS N ARE T PLUMBING SYMBOLS NECESSARILY NECESSARILY USED ON DRAWINGS) ------------- 4G ELBOWUP ABV ABOVE MAX MAXIMUM ADJ ADJUSTABLE MBH 1000 BTU PER HOUR —0 ELBOW DOWN AFC ABOVE FINISHED CEILING MC MECHANICAL CONTRACTOR S AFF ABOVE FINISHED FLOOR MECH MECHANICAL VALVE IN DROP AFG ABOVE FINISHED GRADE MFR MANUFACTURER DIRECTION OF FLOW ANSI AMERICANNATL STANDARDS INSTITUTE MH MANHOLE ARCH ARCHITECT, ARCHITECTURAL MIN MINIMUM ------- 40i TEE OUTLET UP ASME AMERICAN SOCIETY OF MECHANICAL ENGRS MTD MOUNTED ABBY ASSEMBLY MUA MAKE-UP AIR TEEOUTLETDOWN ASTM AMERICAN SOCIETY OF TESTING & MATLS N/A NOTAPPLICABLE AUX AUXILIARY —�h UNION AWS AMER CAN WELDING SOCIETY N.C. NORMALLY CLOSED © EXPANSION JOINT AWWA AMERICAN WATER WORKS ASSOC, NEC NEMA NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MFR'S ASSOC, YE BALL VALVE B/F BELOW FLOOR SAS BUILDING AUTOMATION SYSTEM NFPA NIC NATIONAL FIRE PROTECTION ASSOC. NOT IN CONTRACT 1. OS&Y VALVE BLDG BULDING NO. OPEN BOP BORMALLY BOTTOM OF PIPE BUILDING SYSTEM NiN TS NOT TO SCALE Dd GATEVALVE OM OVERHEAD BOB BOTTOM OF STRUCTURE CALIBRATED BALANCING VALVE BTU BRITISH THERMAL UNIT OC OD OPNG ON CENTER OVERFLOW DRAINAGE OPENING _ CNECKVALVE PRESSURE REDUCING VALVE CC CONCRETE CFH CFM CUBIC FEET PER HOUR CUBIC FEET PER MINUTE ORD OVERFLOW ROOF DRAIN �r CL CENTERLINE OS&Y OUTSIDE STEM AND YOKE BUTTERFLY VALVE CLG CEILING OSHA OCCUPATIONAL SAFETY &HEALTH ADMIN. —4-- &WAY SELF OPERATING VALVE PS PUSHBUTTON CO CLEANOUT CONN CONNECT, CONNECTION PC PRESSURE DROP LYJ 2-WAY SELF OPERATING VALVE COP CLEANOUT PLUG PH,0 PHASE (�MM1j COL CTE COLUMN CONNECT TO EXISTING PIV POST INDICATOR VALVE MOTOR OPERATED VALVE CW DOMESTIC COLD WATER PLBG PSI PLUMBING POUNDS PER SQUARE INCH _ PIPEGUIDE D DEPTH PRV PRESSURE RELIEF VALVE DEG DEGREES HOSE BIB RCP REFLECTED CEILING PLAN DIA (OR 0) DIAMETER DIM DIMENSION RD ROOF DRAIN —SAN SANITARYPIPING ON DOWN REINF REINFORCING, REINFORCED -----V ----- SANITARY VENT PIPING DOM DOMESTIC REL RELOCATED DS DOWNSPOUT RED REQUIRED --RWC— STORM PIPING (ABOVE GROUND) DWG DRAWING REV REX RPM REVISION, REVISE REMOVE EXISTING REVOLUTIONS PER MINUTE -ST — OD — STORM PIPING (UNDERGROUND) OVERFLOW DRAIN PIPING EA EACH EC ELECTRICAL CONTRACTOR ELEV ELEVATION RR RWC REMOVE AND RELOCATE RAIN WATER CONDUCTOR ELEC ELECTRICAL - COLD WATER (CW) PIPING SAN SANITARY ENCL ENCLOSURE -- HOT WATER (KW) PIPING EQUIP EQUIPMENT SECT SECTION ESP EXTERNAL STATIC PRESSURE SF SQUARE FEET, SQUARE FOOT ---- HOT WATER RECIRCULATION (HWR) ETR EXISTING TO REMAIN BHT SHEET EXH EXHAUST SOB SANITIZER OUTLET BOX G — NATURAL GAS PIPING EX EXISTING SPEC SQ ST SPECIFICATION SQUARE STORM WATER Q IS CAPON END LINE FLOW SWITCH FCO FLOOR CLEANOUT FD FLOOR DRAIN STD STANDARD PS FF FINISHED FLOOR SURF SURFACE PRESSURESWITCH FS FLOORSINK SUSP SUSPEND FLEX FLEXIBLE T&PRELIEFVALVE TON THRU TOTAL DYNAMIC HEAD THROUGH FP FIRE PROTECTION FPM FEET PER MINUTE PRESSURE GAUGE WITH GAUGE COCK FT FOOT, FEET TP TOTALPRESSURE THERMOMETER FW FILTERED WATER TSP TOTAL STATIC PRESSURE °F DEGREES FAHRENHEIT TMV TYP THERMOSTATIC MIXING VALVE TYPICAL ® FLEXIBLE CONNECTION PIPE FLANGE G GAS GA GAUGE UIF UNDERFLOOR GAL GALLON U/G UNDERGROUND THERMOMETER WELL GALV GALVANIZED UIS UNDERSLAB GC GENERAL CONTRACTOR UL UNDERWRITERS LABORATORIES, INC. GAS VALVE GI GPD GREASE INTERCEPTOR GALLONS PER DAY UON UNLESS OTHERWISE NOTED"r WATER METER V VENT GIN GALLONS PER HOUR GAS REGULATOR GPM GALLONS PER MINUTE VAC VACUUM ORD GROUND VTR VENTTHROUGHROOF WALL CLEANOUT OR CLEAOUT PLUG GW GREASE WASTE ®— FLOOR CLEANOUT WI WITH WIO WITHOUT H HEIGHT HD HEAD, HUB DRAIN WC WATER COLUMN ®— FLOOR SINK (FS) HP HVAC HORSEPOWER HEATING, VENTILATING &A/C CC FLOOR DRAIN WITH P-TRAP HW DOMESTIC HOT WATER HWR HYD DOMESTIC HOT WATER RETURN HYDRANT ® POINT OF CONNECTION - NEW TO EXISTING HZ HERTZ tO—► DRAWING NOTE REFERENCE ID NSIDEDIAMETER IE INVERT ELEVATION PLUMBING FIXTURES IN NCH, INCHES INCHES IN we OF WATER COLUMN (GAS) ® GAS MANIFOLD LOCATION KEC KITCHEN EQUIPMENT CONTRACTOR D J— DCV ® DOUBLE CHECK BACKFLOW PREVENTER DOMESTIC WATER RISER LBS, # POUNDS LP LOWPRESSURE $ STUB UP FOR FUTURE TENANT CONNECTION ® SPRINKLER HEAD(SEMNRECESSED) OO SPRINKLER HEAD (FULLY -RECESSED) O SPRINKLER HEAD (UPRIGHT) (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON DRAWINGS) PLUMBING FIXTURE AND EQUIPMENT SCHEDULE CONNECTION SIZE TAG FIXTURE TYPE MFR MODEL No. DESCRIPTION SAN GW IVY VENT HW CW ADJUSTABLE CLEANOUT, IF FLOORS ARE TILED OR ZURN 1400 SERIES TERRAZZO PROVIDE WITH EITHER NICKEL BRONZE OR FCO FLOOR CLEANOUT 3" - - - J.R.SMITH 4000SEPJES CHROME FINISH, IF FLOORS ARE CARPETED PROVIDE WITH RECESSED TOP. CLEANOUTS ARE TO BE FLUSH WITH FINISHED FLOOR, FS FLOOR SINK 3" - - 1-1/2" - - ZURN 21960 8° ROUND FLOOR SINK. 6^ DEEP CAST IRON BODY, PROVIDE WITH 112 GRATE. FURNISH WITH GOOD CAST IRON BODY WITH TRAP J.R. SMITH 2O05 PRIMER CONNECTION, SEDIMENT BUCKET, S SECURE FD FLOOR DRAIN 3" 1-112'- ZURN Z415 SERIES GRATE, AND OUTLET AS REQUIRED BY PIPING MATERIAL. COORDINATE WITH THE ARCHITECTFOR SQUARE OR ROUND TYPE TOP. FFD FUNNEL DRAIN 3" - - 1-1/2° - . SMI J.RZURNTH 10 SIR 2415SERIE1 ES OUTLET AS REQUIRED BY THE PIPING MATERIAL 20 GPM FLOW RATE, 47 LBS GREASE RETENTION 27 GREASE TRAP 2" 2" - 1" - - BIG DIPPER WS-200-IS CAPACITY, ABOVE FLOOR TYPE, FULLY AUTOMATIC SELF CLEANING, SINGLE SKIMMING WHEEL, AND 2° INLETIOUTLET. AQUA-GARD POINT OF USE ABBE 1070 RATED TMV THERMOSTATIC MIXING 112" 10 ZORN ZW3870XLT THERMOSTATIC MIXING VALVE, FINAL TEMPERATURE VALVE RANGE OF 95°415"F, 318" COMPRESSION RINGS, NICKEL PLATED THREADED CLEANOUT PLUG WITH FERRULE AND WCO WALL CLEAN OUT 3" - - - - - J.R. SMITH 4400 SERIES ROUND ACCESS COVER WITH EITHER NICKEL BRONZE OR CHROME FINISH, GLASS -LINED WATER HEATER WITH 60 GALLON STORAGE AND 1 YEAR WARRANTY. ELEMENTS SHALL BE 6000 WATTS(18kW TOTAL INPUT), 208 VAC, THREE PHASE, 60 RZ. UNIT SHALL BE COMPLETELY FACTORY PREWIRED AND SHALL BE UL LISTED (208 VOLT MODELS MAY CONTAIN 6 ELEMENTS TOTAL @ 30DD WATTS EACH). FURNISH HEATER WITH APPROPRIATE 17 ELECTRIC WATER HEATER - 314° - 1.114" 1-1/4' A.O. SMITH DRE-80.18 WATTS REGULATOR TEMP AND PRESSURE (T&P) RELIEF VALVE ALONG WITH A VACUUM BREAKER VALVE, PROVIDE INLET AND OUTLET HEAT TRAP FITTINGS FOR INSTALLATIONS WHERE RECIRCULATING HOT WATER SYSTEM IS NOT REQUIRED. SAFEWASTE FULLSIZE T&P RELIEF PIPE AND 3W DRAIN PAN DRAIN TO MOP SINK IN UTILITY ROOM. ALL SAFEWASTE PIPING TO BE CONCEALED, COPPER TOP, FINISH AS FLUSH WITH SELECTED BY ARCH - i—FINISHED FLOOR FINISHED FLOOR BRASS PLUG —�•- AS REQUIRED FITTING OR EXTENSION INSIDE CAULK SANITARY OR STORM —1 r 1 FLOOR CLEANOUT DETAIL P01 SCALE: NONE VACUUM RELIEF VALVE EXPANSION TANK, ET, REFER TO PLUMBING FIXTURE SCHEDULE CHECK VALVE CONNECT TO HOT WATER PIPING SHUTOFF VALVE (TYP) CONNECTCOLD WATER PIPING DIELECTRIC UNION (TYP) REDUCER (TYP) A.S.M.E. APPROVED TEMPERATURE& PRESSURE RELIEF VALVE WATER HEATER SEE ;7� PLUMBING FIXTURE RELIEF PIPE -FULL, SCHEDULE FOR SIZE OF DISCHARGE ADDITIONAL INFO 7D1111 OPENING. �— DRAIN VALVE GALV. DRIP PAN, ( III 3"DEEP(MIN)----__,_,_,_-_,__ja Ot SHELF ABOVE MOP SINK, _-/ /� SHELF &BRACKETS BY GENERAL CONTRACTOR 314" DRAIN LINE IN WALL TO HUB DRAIN, PROVIDE AIR GAP AT DISCHARGE 2'SAFE WASTE AT 1%SLOPE TO RUN ABOVE CEILING TO 3" HUB DRAIN SEE PLAN FOR PIPE ROUTING EA EC WATER HEATER DETAIL P4 ( NONE REFER TO PLANS AND RISER DIAGRAMS FOR �--� EXTENSION AS WASTE ORVENT PROVIDE CAP IF NO CONTINUATION OCCURS KITCHEN EQUIPMENT SCHEDULE TAG FIXTURE TYPE CONNECTION SIZE COMMENTS SAN IW VENT HW CW 7 WALK IN COOLER BLOWER COIL - FULL SIZE - 1f2" PROVIDE INDIRECT WASTE TO NEARBY FFD. PROVIDE WITH AIR GAP. 11 HAND SINK 2" 12 HANDSINKFAUCET - - 1/2" 112' PROVIDE WITH TMV. REFER TO PLUMBING FIXTURE SCHEDULE FOR MORE INFOAMTION 14 PREP SINK 1-1/7 1-112' - - PROVIDE INDIRECT WASTE TO NEARBY FS, PROVIDE WITH AIR GAP. 15 PREP SINK FAUCET - - - 1/2, 112' 17 WATER HEATER - - 3t4" 3/4• SEE PLUMBING FIXTURE AND EQUIPMENT SCHEDULE 18 MOPSINK 2" - 1-1/2' - - 19 MOPSINKFAUCET - - - 112" 1& 21 3-COMPARTMENTSINK 21- 22 3-COMPARTMENT SINK FAUCET - - - 112' Ill. 24 WIRE WALL SHELVING - 1° _ PROVIDE INDIRECT WASTE TO NEARBY FFD. PROVIDE WITH AIR GAP. 25 DISHWASHER - 1° 1t2" - PROVIDE INDIRECT WASTE TO OATEY SANITIZER OUTLET BOX. PROVIDE WITH AIR GAP. 27 GREASE INTERCEPTOR - - - SEE PLUMBING FIXTURE AND EQUIPMENT SCHEDULE 34 ICE MAKER - 1/2" - - 112' PROVIDE INDIRECT WASTE TO NEARBYFS, PROVIDE WITH AIR GAP. 36 HAND SINK 2° - 1.1/2" - 37 HAND SINK FAUCET - - 112" 1/2' PROVIDE WITH TMV. REFER TO PLUMBING FIXTURE SCHEDULE FOR MORE INFOAMTION 41 ESPRESSO MACHINE - 1-12" - - 1/2' PROVIDE INDIRECT WASTE TO NEARBYFFD. PROVIDE WITH AIR GAP, 43 GLASS RINSER 1-1t2" - 1t2. PROVIDE INDIRECT TO NEARBY FFD. PROVIDE WITH AIR GAP, 67 WATER FILER STATION - 1.1/2' 112, PROVIDE INDIRECTWASTE TO NEARBY FFD. PROVIDE WITH AIR GAP. HANGER ROD LOCKING NUT SUPPORT NUT CLEANOUT PLUG ROUND SECURED ACCESS COVER, HEAVY DUTY CLEVIS ASJISSL COUNTERSINK SCREW, FINISH AS HANGER. MATERIAL TO BUTT SELECTED BY ARCH MANGER.TCH E (TYPICAL) PIPE " FIBERGLASS INSULATION _ WALL PER SPECS -- _ SANITARY OR STORM 1801RIBBED 18GA. RIB (TYPICAL) TSHIELD O ANVILI#116L8 2" 1, 2" 2 WALL CLEANOUT DETAIL 1 3 UP TO 1-1t4" PIPE SUPPORT DETAIL P0.1 I SCALE: NONE I POA l SCALE: NONE SEE NOTE #�RING STAINLESSEEL WATER CUT-OFF MASTIC CLAMPING PIPE SEALSPLICING CEMENT PIPE SEAL ROOFING LAP SEALANT MEMBRANE fff INSULATION y DETAIL NOTES 1. PRE -MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2. PRE -MOLDED PIPE SEAL MUST HAVE INTACT RIB AT THE TOP EDGE, REGARDLESS OF THE PIPE DIAMETER. & WHEN PRE -MOLDED PIPE SEAL CANNOT BE INSTALLED, USE FIELD FABRICATED PIPE SEAL. 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 5. FLANGE MUST BE SET BY ROOFER. COORDINATE WITH ROOFING CONTRACTOR, 6. VENTS SHALL BE A MINIMUM OF 16-0' FROM OUTSIDE AIR INTAKES. 7. DO NOT TRIM DECK FLANGE. 5 PIPE THROUGH ROOF DETAIL P0., SCALE: NONE 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 511512019 )RAWN BY: MMD CHECKED BY: KOH (ZT/E/S ENGINEERING 25760 Find Street P4408712410 Cleveland, OH 44145 F 440 8717954 City of Tukwila Approval Stamp ISSUED FOR BUILDING PERMIT APRIL 23, 2019 Homegrown at Southcenter 841 Southcenter Mali Space #532 Seattle, WA 98188 Project No. 1906 City of Tukwila Project No. D19-0137 Date: CAP RUT c VED i=GR ODE COMPLIANCE APPROVED MAY 20 2919 Revision: 5/15/19 Scale: AS NOTED Sheet contents: MEANOUT ffyOfTukwila BUILDING DIVISION PLUMBING FINISHED FLOOR FUONISHED WITHTER FURNISHED WITH INTERCEPTOR LEGEND, DETAILS AND SCHEDULES GREASEINTERCEPTOR Sheet: DETAIL NOTES 8 RECEIVED 1. ISSUES TRAP SHALL BE ON REGULAR MAINTENANCE SCHEDULE TO PREVENT FUTURE C9-SyOr TUKGVILA ' ISSUES 6 GRASE TRAP DETAIL PO--C MAY 15 2019 —..._.._ P0,1 SCALE: NONE —� PERMIT CENTER P E ° FIRE PROTECTION SPECIFICATIONS I. GENERAL PROVISIONS A. GENERAL CONDITIONS, CODES & STANDARDS 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) AND ANY OF THE OWNER'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION & COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE (OHIO), AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE OWNER REQUIREMENTS IN ADDITION TO THOSE SPECIFIED, 4. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B. SCOPE OF WORK 1, THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH IS A PART OF THE FIRE SUPPRESSION SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF ASIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE OWNER A COMPLETE, CODE APPROVED AND OPERATIONAL FIRE SUPPRESSION SYSTEM. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES'WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE WORK IS COMMENCED, 3. CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 4. ALL EXISTING UTILITY AND FIRE SUPPRESSION SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. 5. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF FIRE PROTECTION WORK. ALL CORE DRILLING OR CUTTING OF FIRE RATED FLOORS, SHAFTS, AND WALLS SHALL BE FIRESTOPPED PRIOR TO FINISH PATCHING. ALL PENETRATIONS SHALL BE FIRE SEALED TO MATCH THE FIRE RATING OF THE FLOORS, SHAFTS, AND WALLS PENETRATED. THIS CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS IN WALLS AND FLOORS WITH THE GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL PIPE OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR. 6. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED FIRE SUPPRESSION DEMOLITION OF THE EXISTING AREAS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL FIRE SUPPRESSION EQUIPMENT, PIPING, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE FIRE SUPPRESSION SYSTEMS FOR THE NEW RENOVATED AREAS. b. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACK TO THEIR RESPECTIVE MAIN AND CAPPED OR IF THE MAIN IS NOT REQUIRED, THE MAIN SHALL BE REMOVED IN ITS ENTIRETY. c. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE OWNER'S GENERAL REQUIREMENTS. 7. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL, EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND OWNER. WHERE AN EQUIPMENT MANUFACTURER HASA WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C. DOCUMENTS 1. THE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER, 2. ANY INCIDENTAL ITEMS OR LABOR ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH, 4, IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE OWNER FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED, SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL AND MUST BE SUBMITTED AS SPECIFIED IN THE ARCHITECTURAL DOCUMENTS. 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. D. COORDINATION 1. CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. 2, EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB -TRADE'S PERSONNEL. ALL PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED BY THE OWNER BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. E.METHODS 1. EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT, PIPING SHALL BE LAID ON AN APPROPRIATELY GRADED 6" BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6" ABOVE THE PIPING. BACKFILL THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BY THE ARCHITECT OR THE OWNER. IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OFTHETRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 9"LIFTS WITH ALL LIFTS COMPACTED TO 95% PROCTOR. PATCH FLOOR TO MATCH EXISTING. 2. EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. F. SUBMITTALS 1. SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT OF ALL EQUIPMENT AND ACCESSORIES PROVIDED FOR THE PROJECT WHETHER SPECIFIED HERE -IN OR ON THE DRAWINGS. REVIEW OF THE SHOP DRAWINGS SHALL BE FOR GENERAL DESIGN CONCEPT AND ADHERENCE WITH THE SPECIFICATIONS, QUANTITY OF SHOP DRAWINGS SUBMITTED SHALL BE AS SPECIFIED BY THE ARCHITECT. SHOP DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR SHOWING LOCATIONS AND MEASUREMENTS FROM COLUMNS OF ALL CONCEALED AND EXPOSED PIPING, DUCTWORK, CONDUIT, EQUIPMENT, ACCESSORIES, ETC., AND SUBMITTED PRIOR TO INSTALLATION. THE OWNER MAY MAKE REPRODUCIBLE COPIES OF THEIR DRAWINGS AVAILABLE FOR USE IN PREPARATION OF SHOP DRAWINGS, HOWEVER THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR NOT CONFIRMING ALL INFORMATION ON THE DRAWINGS PRIOR TO FABRICATION ANWOR INSTALLATION. 2. PROJECT RECORD DOCUMENTS- MAINTAIN AT THE JOBSITE ONE COPY OF ALL CONTRACT DOCUMENTS CLEARLY MARKED AS "PROJECT RECORD COPY', THESE DRAWINGS ARE TO BE MAINTAINED IN GOOD CONDITION, UPDATED DAILY FOR CHANGES ENCOUNTERED AND AVAILABLE ATALL TIMES FOR INSPECTION BYTHE OWNER, DO NOT USE FOR FIELD CONSTRUCTIONI PROJECT RECORD DOCUMENTS ARE TO BE KEPT CURRENT WITH EXACT DIMENSIONS OF ALL WORK, EQUIPMENT, PIPING, VALVES, DUCTWORK, ETC. MARK ALL INFORMATION IN RED LINES AND NOTES$0 AS TO BE EASILY IDENTIFIED FROM THE BASE DRAWING. UPON COMPLETION OF THE WORK, ONE SET OF THESE DOCUMENTS SHALL BE TURNED OVER TO THE OWNER AS ONE QUALIFICATION FOR FINAL PAYMENT. 11, SPRINKLER A.GENERAL 1. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13, THE BUILDING OWNER'S INSURANCE COMPANY, THE LOCALLY ENFORCED BUILDING CODE, LOCAL BUILDING AND FIRE OFFICIALS AND ALL OTHER LOCAL AUTHORITIES HAVING JURISDICTION. I. ALL WORK SHALL BE PERFORMED BY LANDLORD APPROVED, STATE LICENSED SPRINKLER CONTRACTOR, 3, THIS WORK SHALL INCLUDE ALL PIPING, FITTINGS, HANGERS. EQUIPMENT, ETC., REQUIRED TO COMPLETE THE WORK 4. SPRINKLER HEADS ARE TO BE CENTERED IN LAY -IN CEILING TILES. HEADS ARE TO BE SPACED SYMMETRICALLY WITH LIGHTING AND OTHER CEILING FIXTURES WHEN INSTALLED IN DRYWALL CEILINGS. 5. DETERMINE VOLUME AND PRESSURE OF INCOMING WATER SUPPLY FROM WATER FLOW TEST DATA. REVISE DESIGN WHEN TEST DATA BECOMES AVAILABLE PRIOR TO SUBMITTALS. 6. SUBMITTALS a. SHOP DRAWINGS: (i)PREPARE AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE MECHANICAL GENERAL PROVISIONS. (2)SHOW PLANS, CROSS SECTION, ELEVATIONS, DETAILS AND JOB CONDITIONS, RELATIONSHIP TO OTHER WORK. PIPE SIZES, ELEVATIONS ABOVE FLOOR, HEAD LOCATIONS, INSPECTORS TEST CONNECTION, SPRINKLER ENTRANCE, VALVES, ALARMS, BACKFLOW PREVENTER, FLOW SWITCH AND SUPERVISORY DEVICES. (3)SUBMIT DATA ON THE FOLLOWING ITEMS: (a)PIPING AND COUPLINGS. (b)WETALARM VALVE. (c)BACKFLOW PREVENTER. (d)VALVE$ AND SUPERVISORY DEVICES. (e)SPRINKLER HEADS AND ESCUTCHEON PLATES. (I) SUPPORTS, HANGERS AND ACCESSORIES. (9)SEISMIC CALCULATIONS (4)SUBMITAND RECEIVE APPROVAL FROM THE AUTHORITY HAVING JURISDICTION PRIORTO SUBMITTAL. S)ONCE THE AUTHORITY HAVING JURISDICTION HAS APPROVED SHOP DRAWINGS, THE SUBCONTRACTOR SHALL SEND EIGHT SETS OF APPROVED STAMPED PLANS AND EQUIPMENT CUTS TO THE ARCHITECT FOR APPROVAL. (6)PLANS SUBMITTED WITHOUT ALL HYDRAULIC CALCULATIONS WILL BE RETURNED "REJECTED`. PROVIDE INDEPENDENT HYDRAULIC CALCULATION SHEETS. (7)ALL SPRINKLER PLANS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL FIRE PROTECTION ENGINEER LICENSED WITH THE STATE WHERE THE STORE IS LOCATED. (8)AT THE COMPLETION OF THE PROJECT, PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS INCLUDING "AS -BUILT" RECORD DRAWINGS, SPECIFICATIONS AND APPROVED PLANS. B. CRITERIA 1. CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE FOR ANY ADDITIONAL CRITERIA (PIPE SIZING; PIPE SCHEDULE OR HYDRAULIC). 2. DESIGN AND INSTALL THE SPRINKLER SYSTEM AND PIPING TO CONFORM WITH NFPA 13, (ORDINARY HAZARD GROUP 11) DESIGN WITH A MAXIMUM SPACING OF 130 SQUARE FEET PER SPRINKLER HEAD IN SALES AREAS AND 100 SQUARE FEET PER HEAD IN STOCK AREAS. 3. THE PROJECT AREA CURRENTLY HAS AN EXISTING SPRINKLER SYSTEM INSTALLED WITH FLUSH SPRINKLER HEADS INSTALLED ON A STANDARD GRID PATTERN. CONTRACTOR SHALL DESIGN AND MODIFY THE EXISTING SPRINKLER SYSTEM PIPING AND HEADS. THIS WORK SHALL INCLUDE THE RAISING OF ANY EXISTING SPRINKLER PIPING WHICH INTERFERES WITH DESIGNED CEILING ELEVATIONS. SEE ARCH. DRAWINGS FOR CEILING ELEVATIONS. PROVIDE ANY AUXILIARY DRAIN PIPING REQUIRED FOR ANY TRAPPED SPRINKLER PIPING. 4. CONTRACTOR SHALL DESIGN AND INSTALL A LIMITED AREA SPRINKLER SYSTEM IN THE LOWER LEVEL WATER HEATER ROOM AND THE SECOND FLOOR MECHANICAL EQUIPMENT ROOM WITH APPROPRIATE PIPING TO THE DOMESTIC WATER SYSTEM. 5. SEE ARCH. DRAWINGS FOR CEILING ELEVATIONS. C. COMPONENTS 1. FIRE DEPARTMENT CONNECTION: POTTER-ROEMER OR EQUAL SERIES 5020,4 X 2%X 2%, WITH ALL STANDARD FEATURES, "AUTO. SPKR." LETTERING, AND THREAD TO MATCH LOCAL FIRE DEPARTMENT REQUIREMENTS. - FLUSH MOUNTED FIRE DEPARTMENT INLET CONNECTION WITH WALL PLATE WITH "AUTOMATIC SPRINKLER' IDENTIFICATION, ALL BRASS CONSTRUCTION AND POLISHED BRASS FINISH. CONTACT THE FIRE DEPARTMENT TO VERIFY FIRE DEPARTMENT CONNECTION TYPE AND TREAD PATTERN TO MATCH THAT OF THE FIRE DEPARTMENT EQUIPMENT. PROVIDE 4"UL LISTED CHECK VALVE NTH BALL DRIP PIPED TO DRAIN. D. SUPERVISION 1, THE RISER CONTROL VALVE AND ALL ZONE VALVES SHALL HAVE ELECTRIC SUPERVISION TO SIGNAL THE BUILDING FIRE ALARM SYSTEM. TAMPER SWITCHES PROVIDED BY SPRINKLER SUBCONTRACTOR AND WIRED BY THE ELECTRICAL SUBCONTRACTOR. 2. MECHANICAL: ALL OTHER VALVES SHALL BE PADLOCKED IN STANDARD OPERATING POSITION, WITH 2 KEYS PER PADLOCK AND ALL PADLOCKS SHALL BE KEYED THE SAME. CHAIN AND PADLOCK ALL VALVES OVER 2" SIZE. E. PIPING 1. PIPING SHALL BE BLACK STEEL PIPE PER NFPA 13. 2. PIPE HANGERS FOR THE SPRINKLER SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP DEPENDING ON STRUCTURE). ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM OF 10' CENTERS. F. SPRINKLER HEADS 1. SPRINKLER HEADS IN AREAS WITH CEILINGS SHALL BE RECESSED, POLISHED CHROME PENDANT AUTOMATIC SPRINKLER HEAD WITH TWO PIECE FACTORY WHITE METAL ESCUTCHEON. 2. SPRINKLER HEADS IN AREAS WITH DRYWALL CEILINGS SHALL BE FLUSH SERIES WITH A WHITE CEILING PLATE, 3. SPRINKLER HEADS IN AREAS WITH EXPOSED STRUCTURE SHALL BE BRASS UPRIGHT. Ill. LABELING A. SUMMARY 1. SECTION INCLUDES NAMEPLATES, TAGS, STENCILS AND PIPE MARKERS. B.REFERENCES 1. ASME A13.1 (AMERICAN SOCIETY OF MECHANICAL ENGINEERS) -SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS. C. NAMEPLATES 1. PRODUCT DESCRIPTION: LAMINATED THREE -LAYER PLASTIC WITH ENGRAVED BLACK LETTERS ON LIGHT CONTRASTING BACKGROUND COLOR. D. TAGS 1. METAL TAGS: a. BRASS WITH STAMPED LETTERS; TAG SIZE MINIMUM I.I Q INCHES DIAMETER. 2. INFORMATION TAGS: a. CLEAR PLASTIC WITH PRINTED "DANGER ° "CAUTION," OR "WARNING" AND MESSAGE; SIZE 3.114 X 55t8INCHES WITH GROMMET AND SELF-LOCKING NYLON TIES. 3. TAG CHART: TYPEWRITTEN LETTER SIZE LIST OF APPLIED TAGS AND LOCATION IN ANODIZED ALUMINUM FRAME, E. STENCILS 1. STENCILS: WITH CLEAN CUT SYMBOLS AND LETTERS OF FOLLOWING SIZE: a. DUCTWORK 1.3/4INCHES HIGH LETTERS. 2. STENCIL PAINT: SEMI -GLOSS ENAMEL, COLORS AND LETTERING SIZE CONFORMING TO ASME A13.1. F. PIPE MARKERS 1. COLOR AND LETTERING: CONFORM TO ASME A13.1. 2. PLASTIC PIPE MARKERS: a. FACTORY FABRICATED, FLEXIBLE, SEMI -RIGID PLASTIC, PREFORMED TO FIT AROUND PIPE OR PIPE COVERING. LARGER SIZES MAY HAVE MAXIMUM SHEET SIZE WITH SPRING FASTENER. G.LABELS 1. DESCRIPTION: POLYESTER OR LAMINATED MYLAR, SIZE 1.9 X 0.75 INCHES, ADHESIVE BACKED WITH PRINTED IDENTIFICATION. 2. CONTRACTOR TO PROVIDE LABELS AT EACH ENTRANCE DOOR TO CHILLER ROOM -'DO NOT ENTER ROOM WHEN BEACON IS FLASHING" H. PREPARATION 1. DEGREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATION MATERIALS. 1. INSTALLATION 1. INSTALL IDENTIFYING DEVICES AFTER COMPLETION OF COVERINGS AND PAINTING. 2. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE -RESISTANT MECHANICAL FASTENERS, OR ADHESIVE. 3. INSTALL LABELS WITH SUFFICIENT ADHESIVE TO ENSURE PERMANENT ADHESION AND SEAL WITH CLEAR LACQUER. FOR UNFINISHED CANVAS COVERING, APPLY PAINT PRIMER BEFORE APPLYING LABELS. 4. INSTALL TAGS USING CORROSION RESISTANT CHAIN, NUMBER TAGS CONSECUTIVELY BY LOCATION. 5. IDENTIFY, CHILLERS WITH PLASTIC NAMEPLATES, 6. IDENTIFY CONTROL PANELS AND MAJOR CONTROL COMPONENTS OUTSIDE PANELS WITH PLASTIC NAMEPLATES. 7. IDENTIFY VALVES IN MAIN AND BRANCH PIPING WITH TAGS. 8. TAG AUTOMATIC CONTROLS, INSTRUMENTS, AND RELAYS, KEY TO CONTROL SCHEMATIC. 9. IDENTIFY PIPING, CONCEALED OR EXPOSED, WITH PLASTIC PIPE MARKERS, PLASTIC TAPE PIPE MARKERS OR STENCILED PAINTING. IDENTIFY SERVICE, FLOW DIRECTION, AND PRESSURE. INSTALL IN CLEAR VIEW AND ALIGN WITH AXIS OF PIPING. LOCATE IDENTIFICATION NOT TO EXCEED 20 FEET ON STRAIGHT RUNS INCLUDING RISERS AND DROPS, ADJACENT TO EACH VALVE AND TEE, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. PLUMBING SPECIFICATIONS 1. GENERAL PROVISIONS A. GENERAL CONDITIONS, CODES & STANDARDS 1. GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) AND ANY OF THE OWNER'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL CONDITIONS ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION & COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK; PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC, 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE (OHIO), AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE OWNER: REQUIREMENTS IN ADDITION TO THOSE SPECIFIED, 4. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES, PERMITS AND INSPECTIONS REQUIRED TO PROCEED WITH THE WORK. THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B. SCOPE OF WORK 1. THIS CONTRACT SHALL INCLUDE THE FURNISHING,INSTALLING,CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH IS A PART OF THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE OWNER ACOMPLETE, CODE APPROVED AND OPERATIONAL PLUMBING SYSTEM, 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES' WORK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE WORK IS COMMENCED. 3. CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 4. ALL EXISTING UTILITY AND PLUMBING SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TOTHE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COSTTO THE OWNER. & PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF PLUMBING WORK. ALL CORE DRILLING OR CUTTING OF FIRE RATED FLOORS, SHAFTS, AND WALLS SHALL BE FIRESTOPPED PRIORTO FINISH PATCHING, ALL PENETRATIONS SHALL BE FIRE SEALED TO MATCH THE FIRE RATING OF THE FLOORS, SHAFTS, AND WALLS PENETRATED. THIS CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL WALLAND FLOOR OPENINGS WITH THE GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL PIPE OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR. 6. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL, EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND OWNER, WHERE AN EQUIPMENT MANUFACTURER HASA WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THIS PROJECT. C.D000MENTS 1. THE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COSTTO THE OWNER. 2. ANY INCIDENTAL ITEMS OR LABOR, ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF SAME OR BETWEEN THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE OWNER FOR REVIEW AND FINAL DECISION PRIOR TO THE BID DUE DATE. 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLYAS SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL AND MUST BE SUBMITTED AS SPECIFIED IN THE ARCHITECTURAL DOCUMENTS. 6. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS, REFER TO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. D. COORDINATION 1. CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECTANY EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. 2. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB -TRADE'S PERSONNEL. ALL PATCHING, REPAIRING, REPLACEMENTAND PAINTING, ETC, SHALL BE DONE AS DIRECTED BY THE OWNER BY THE CRAFTSMEN OF THE TRADES INVOLVED, THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE, E. METHODS i. EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES, FLOORS SHALL BE SAW CUT. PIPING SHALL BE LAID ON AN APPROPRIATELY GRADED 6" BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO 6" ABOVE THE PIPING. BACKFILL THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BY THE ARCHITECT OR THE OWNER. IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN V LIFTS WITH ALL LIFTS COMPACTED TO 95%PROCTOR. PATCH FLOOR TO MATCH EXISTING, 2, EQUIPMENT, PIPING, ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR JOIST BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. ALL ROOF PENETRATIONS,FLASHING$ AND COUNTER FLASHINGS SHALL BE PERFORMED BY THE OWNER'S ROOFING CONTRACTOR AT THE REQUESTING CONTRACTOR'S COST. F. SUBMITTALS 1. SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT OF ALL EQUIPMENT AND ACCESSORIES PROVIDED FOR THE PROJECT WHETHER SPECIFIED HEREIN OR ON THE DRAWINGS. REVIEW OF THE SHOP DRAWINGS SHALL BE FOR GENERAL DESIGN CONCEPT AND ADHERENCEWITH THE SPECIFICATIONS. QUANTITY OF SHOP DRAWINGS SUBMITTED SHALL BE AS SPECIFIED BY THE ARCHITECT. SHOP DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR SHOWING LOCATIONS AND MEASUREMENTS FROM COLUMNS OF ALL CONCEALED AND EXPOSED PIPING, DUCTWORK, CONDUIT, EQUIPMENT, ACCESSORIES, ETC., AND SUBMITTED PRIOR TO INSTALLATION. THE OWNER MAY MAKE REPRODUCIBLE COPIES OF THEIR DRAWINGS AVAILABLE FOR USE IN PREPARATION OF SHOP DRAWINGS, HOWEVER THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR NOT CONFIRMING ALL INFORMATION ON THE DRAWINGS PRIOR TO FABRICATION ANDIOR INSTALLATION. 2. PROJECT RECORD DOCUMENTS - MAINTAIN AT THE JOBSITE ONE COPY OF ALL CONTRACT DOCUMENTS CLEARLY MARKED AS'PROJECT RECORD COPY". THESE DRAWINGS ARE TO BE MAINTAINED IN GOOD CONDITION, UPDATED DAILY FOR CHANGES ENCOUNTERED AND AVAILABLE AT ALL TIMES FOR INSPECTION BY THE OWNER, DO NOT USE FOR FIELD CONSTRUCTIONI PROJECT RECORD DOCUMENTS ARE TO BE KEPT CURRENT WITH EXACT DIMENSIONS OF ALL WORK, EQUIPMENT, PIPING, VALVES, DUCTWORK, ETC. MARK ALL INFORMATION IN REDLINES AND NOTES SO AS TO BE EASILY IDENTIFIED FROM THE BASE DRAWING. UPON COMPLETION OF THE WORK, ONE SET OF THESE DOCUMENTS SHALL BE TURNED OVER TO THE OWNER AS ONE QUALIFICATION FOR FINAL PAYMENT. 3, AFTER THE BALANCING AND ACCEPTANCE TESTS ARE COMPLETED AND ACCEPTED BY THE OWNER, THREE COMPLETE SETS OF ASBUILT DOCUMENTATION SHALL BE PROVIDED. IT SHALL INCLUDE, BUT NOT BE LIMITED TO ACCURATE PLAN DRAWINGS, SYSTEM AND CONTROL SCHEMATICS, SEQUENCE OF OPERATION, WIRING DIAGRAMS AND OPERATION AND MAINTENANCE MANUALS. II. INSULATION A.GENERAL I. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 2. CLEAN AND DRY SURFACES PRIOR TO INSULATING, 3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS,FLOORS, HANGERS AND SIMILAR PENETRATIONS. 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED. 5. IT IS ESSENTIAL THAT THE INTEGRITY OF THE VAPOR -BARRIER BE MAINTAINED. SEAL ALL PENETRATIONS OF THE VAPOR BARRIER BY STAPLES, HANGERS OR WHERE OTHERWISE DAMAGED, 6. MAINTAIN ACCESS TO VALVES, 7. PROVIDE REMOVABLE INSULATION SECTIONS TO COVER PORTIONS OF EQUIPMENT THAT MUST BE OPENED FOR MAINTENANCE INCLUDE SUCH ITEMS AS FLANGES, PUMPS AND ACCESSORIES. 6. INSULATION SHALL BE BY OWENS-CORNING, KNAUF, OR MANVILLE, B. PLUMBING 1. ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION WITH AN ALL SERVICE JACKET AND SELF SEALING LAP (ASJISSL). a. DOMESTIC HOT, HOT WATER RETURN, AND COLD WATER PIPING -1 INCH THICK 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE -MOLDED FIBERGLASS FITTINGS AND COVERED WITH A PRE -FORMED PVC FITTING COVER. & SEE FIXTURE SPECIFICATIONS FOR BARRIER FREE REQUIREMENTS. III. PLUMBING A.GENERAL 1. THE ENTIRE PLUMBING INSTALLATION, MATERIALS, EQUIPMENT, ETC, SHALL CONFORM TO THE REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE, THE INTERNATIONAL PLUMBING CODE, AND THE AMERICAN DISABILITIES ACT GUIDELINES, ANSI AT17.1 REQUIREMENTS FOR THE PHYSICALLY CHALLENGED AND THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS(UFAS). CONTRACTOR TO VERIFYALL PLUMBING ROUGH IN DIMENSIONS MEETTHE ABOVE NOTED REQUIREMENTS. VERIFY FINAL ROUGH IN WITH ARCHITECT PRIORTO BACKFILLING OR WALL INSTALLATION. 2. TEST ALL SEWER AND WATER PIPING IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 3. FURNISH ACCESS DOORS FOR WALL CLEAN OUTS AND VALVES IN WALLS. 4. FIXTURE FITTINGS THAT ARE DESIGNED AND/OR INTENDED TO DELIVER POTABLE WATER FOR HUMAN CONSUMPTION SHALL BE THIRD -PARTY TESTED AND CERTIFIED FOR NOT EXCEEDING THE MAXIMUM ALLOWABLE LEAD CONTENT, PER THE NSPIASNI 372 STANDARD. S. ALL FIXTURES AND EQUIPMENT NOT SPECIFIED HERE -IN ARE BEING PROVIDED BY OTHERS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGHING IN ALL SERVICES FOR ALL EQUIPMENT WHETHER PROVIDED BY THIS CONTRACTOR OR OTHERS, CONTRACTOR SHALL COORDINATE HIS INSTALLATION WITH THE APPROPRIATE EQUIPMENT SUPPLIER FOR PROPER ROUGH IN INFORMATION AND SHALL REVISE THE DESIGN AS REQUIRED TO MATCH THE EQUIPMENT BEING SUPPLIED. THIS CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS INCLUDING BUT NOT LIMITED TO; ALL WATER OR NATURAL GAS CONNECTIONS FROM APPROPRIATE STOP OR VALVE, ALL DIRECT SANITARY CONNECTIONS, ALL INDIRECT WASTE CONNECTIONS TO FLOOR DRAINS OR SINKS FROM SINKS OR EQUIPMENT, WALK-IN COOLER AND FREEZER COIL CONDENSATE DRAIN PIPING, ETC. 6. FIRE STOPPING- REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE AND UL CONSTRUCTION DESIGN NUMBER. FOR RATED MASONRY WALL AND FLOOR ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER C-AJ-1175. FOR RATED GYPSUM BOARD ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER W-L-4003. 7. ACCESS DOORS SHALL BE BY MILCOR, ACUDOR, NYSTROM, LARSEN'S OR KARP. B. PIPING 1. PIPE HANGERS FOR THE PLUMBING SYSTEM SHALL BE ADJUSTABLE CLEWS HANGERS WITH APPROPRIATE CLAMP. ALL PIPING SHALL -� BE SUPPORTED ON A MAXIMUM SPACING OF: ®® a. VCENTERS FOR PIPING 314"AND SMALLER b. V CENTERS FOR 1" PIPING. a 19 CENTERS FOR PIPING LARGER THAN 1'. it. PIPE HANGERS FOR INSULATED PIPING SYSTEMS SHALL BE SIZED FOR THE GROSS OUTSIDE DIMENSION OF THE PIPE AND INSULATION. SEE INSULATION SPECIFICATIONS FOR INSULATION REQUIREMENTS. ' C. SANITARY AND VENT a 1. ALL PIPING SHALL PITCH TO ITS APPROPRIATE MAIN AT NO LESS THAN 118"PER FOOT SLOPE. 2. UNDERGROUND, SOIL, WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE WITH COMPRESSION GASKET JOINTS OR SCHEDULE 40 DWV PVC PIPING AND FITTINGS WITH SOLVENT WELDED JOINTS. 1607 Belmont Ala, Sutle 200 3. ABOVE GROUND, SOIL, WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON NO -HUB PIPE WITH STAINLESS STEEL BANDED 8eama,Washlngton98122 JOINTS AND BE HUNG PER CJ,S.P.L REQUIREMENTS OR SCHEDULE 40 DWV PVC PIPING AND FITTINGS WITH SOLVENT WELDED JOINTS. 206.323,9932 & PVC PIPING SHALL NOT BE INSTALLED INA RETURN AIR PLENUM. 4, PVC PIPING SHALL NOT BE INSTALLED UNLESS PERMITTED BY CODE AND SHALL NOT BE INSTALLED IN A RETURN AIR CEILING PLENUMS 5. ALL FIXTURES AND SANITARY DRAINS SHALL BE VENTED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH CODE. 6. ALL GREASY WASTE PIPING SHALL BE SERVICE WEIGHT CAST IRON NO -HUB PIPE WITH STAINLESS STEEL BANDED JOINTS AND BE HUN PER C.I.S.P.I.REQUIREMENTS. ALL PIPING SHALL PITCH TO THE GREASE TRAP AT NO LESS THAN IW PER FOOT SLOPE, CEf '�r w slily, - D. DOMESTIC WATER y M may` 1-:1 1. CONTRACTOR SHALL COORDINATE WITH T BUILDING HE OWNER AND THE LOCAL WATER COMPANY FOR THE INSTALLATION OF A NEW WATER SERVICE. THIS SHALL INCLUDE THE FEESICOSTS AND INSTALLATION OF A NEW WATER METER AS SHOWN ON THE PLANS AND ,q, 35588 THE ASSOCIATED REMOTE READER. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL WATER '0 COMPANY. LOCATE REMOTE READER AT BUILDING OWNER'S AND WATER COMPANY'S DIRECTION, 2. TEST WATER PIPING TO HYDROSTATIC PRESSURE OF 100 PSIG. FOR TWO HOURS, STERILIZE ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH A.W.W.A STANDARDS. 3. UNDERGROUND WATER PIPING, 2412" AND LARGER, SHALL BE DUCTILE -IRON PIPE AND FITTINGS CONFORMING TO ANSI A21.51 AND 511512019 AWWACIII RUBBER GASKET JOINTS. 4, UNDERGROUND WATER PIPING, Z" AND SMALLER, SHALL BE TYPE "K" SOFT COPPER TUBE OR HARD DRAWN PIPE WITH SILVER BRAZED 1 JOINTS (SIL-FOS 15). 5. ABOVE GROUND WATER PIPING, 3" AND SMALLER, SHALL BE TYPE "L" HARD DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 955 SOLDERED JOINTS. AS AN ALTERNATE THE CONTRACTOR MAY UTILIZE COPPER PRESS FITTINGS (PROPRESS SYSTEM) AS MANUFACTURED BY VIEGA. FITTINGS SHALL CONFORM TO THE MATERIAL AND SIZING REQUIREMENTS OF ASME B16.18 OR ASME B16.2 O-RINGS FOR FITTINGS SHALL BE EDPM. INSTALLATION OF FITTINGS SHALL CONFORM TO CODE AND THE MANUFACTURER'S SPECIFICATIONSIREQUIREMENTS, WATER PIPING JOINTS BETWEEN DIFFERENT MATERIALS SHALL BE PER THE LOCALLY ENFORCED DRAWN BY: MMD CHECKED BY: KDH PLUMBING CODE SECTION 605.22. 6. WATER PIPING BELOW CONCRETE FLOORS SHALL BE TYPE WP SOFT COPPER TUBE, CONTINUOUS WITHOUT SPLICES OR FITTINGS AND SHALL BE COVERED WITH SAND SO THAT PIPING WILL NOT BE EMBEDDED IN THE CONCRETE. 7. T DOMESIC WAT WER VALVES SHALL BE AS FO L L 0 S.a. (IT/E/S 2"AND MALLER S SHALL BE MILWAUKEE VALVE#BA-1000R#BA-1508ALL VALVE b. 2121" AND LARGER SHALL BE MILWAUKEE VALVE #F2685 GATE VALVE. ENGINEERING E. NATURAL GAS SYSTEMS -- 25760 First Street P 440 871 2410 1. GENERAL Cleveland, OH 44145 F 440 871 7954 a. CONTRACTOR SHALL COORDINATE WITH THE LOCAL GAS COMPANY TO PROVIDE ANEW SERVICE FORTHE BUILDING. THIS SHALL INCLUDE THE INSTALLATION OF A NEW REGULATOR AND METER (AS REQUIRED) WITH A NEW HOUSE LINE. THE ENTIRE INSTALLATION SHALL CONFORM TO THE GAS COMPANY REQUIREMENTS. ALL FEES ANDIOR COSTS ASSOCIATED WITH THE GAS SERVICE AND METER SHALL BE PAID BY THE CONTRACTOR. ty Approval Stamp: City of Tukwile 2. PIPING a. NATURAL GAS PIPING MATERIAL, JOINTS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCALLY ENFORCED INTERNATIONAL FUEL AND GAS CODE, THE UTILITY COMPANY REQUIREMENTS AND ANY OTHER AUTHORITIES HAVING JURISDICTION. b. ALL ELEVATION CHANGES AND CONNECTIONS TO EQUIPMENT SHALL HAVE A 6"DEEP DRIP LEG. a PROVIDE A FULL SIZE GAS SHUT-OFF VALVE AND GROUND JOINT UNION AT ALL CONNECTIONS TO GAS FIRED EQUIPMENT. d. IN NO CASE MAY AVALVE BE INSTALLED IN A RETURN AIR PLENUM. 3. ABOVEGROUND NATURAL GAS PIPING SHALL BE: (1)2"AND SMALLER: SCHEDULE 40 BLACK STEEL PIPE WITH THREAD JOINTS AND MALLEABLE IRON FITTINGS. (2)2-112" AND LARGER: SCHEDULE 40 BLACK STEEL PIPE WITH WROUGHT STEEL BUTTWELD FITTINGS. e. GAS SHUT-OFF VALVES SHALL BE: (1)1-114"AND LARGER: LUBRICATED PLUG COCK. NORDSTRUM# 142 OR HOMESTEAD # 602. OR APPROVED EQUAL VALVES BY NIBCO, LUNKENHEIMER, STOCKHAM OR POWELL. I. EXTERIOR EXPOSED BARE STEEL PIPING SHALL BE PAINTED WITH TWO (2) COATS OF RUST INHIBITIVE PAINT. ISSUED FOR BUILDING A. LABELING PERMIT A. SUMMARY RMEM APRIL 23, 2019 I. SECTION INCLUDES NAMEPLATES, TAGS, AND PIPE MARKERS, %ow 0 ( 3 b I q &REFERENCES 1. ASME A13.1 (AMERICAN SOCIETY OF MECHANICAL ENGINEERS) -SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS. Homegrown C. NAMEPLATES ar Qt 1. PRODUCT DESCRIPTION: LAMINATED THREE -LAYER PLASTIC WITH ENGRAVED BLACK LETTERS ON LIGHT CONTRASTING BACKGROUND COLOR. So uth ce me r D. TAGS 841 Southcenter Mall 1. METALTAGS: Space#532 a. BRASS WITH STAMPED LETTERS; TAG SIZE MINIMUM I-1Y2 INCHES DIAMETER--"RTET�(!E`i`,'C=lT6AC)R Seattle, WA 98188 2. INFORMATION TAGS: (Z�n ,. I `'r. a. CLEAR PLASTIC WITH PRINTED"DANGER""CAUTION"OR"WARNING°AND MESSAGE; SIZE-1 St 11 pQ BT75 Project No. 1906 City of Tukwila Project No. D79-0737 SELF-LOCKING NYLON TIES. � 3. TAG CHART: TYPEWRITTEN LETTER SIZE LIST OF APPLIED TAGS AND LOCATION IN ANODIZED ALUM( M FRAME. PAY 2 0 21819 E. PIPE MARKERS 1. COLOR AND LETTERING: CONFORM TO ASME A13.1. City Of Tukwila Date: 2. PLASTIC PIPE MARKERS: s a. FACTORY FABRICATED, FLEXIBLE, SEMI -RIGID PLASTIC, PREFORMED TO FIT AROUND PIPE OR PI HAVE MAXIMUM SHEET SIZE WITH SPRING FASTENER, Revision: Z 5/15/19 F. LABELS 1. DESCRIPTION: POLYESTER OR LAMINATED MiYL AR, SIZE 1.9 X 0.75INCHES, ADHESIVE BACKED WITH PRINTED IDENTIFICATION. 2, CONTRACTOR TO PROVIDE LABELS AT EACH ENTRANCE DOOR TO CHILLER ROOM -"DO NOT ENTER ROOM WHEN BEACON IS FLASHING G. PREPARATION RECEIVED CITY OF T UKWILA 1. DEGREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATION MATERIALS. H. INSTALLATION MAY 1 5 2019 1. INSTALL IDENTIFYING DEVICES AFTER COMPLETION OF COVERINGS AND PAINTING. PERMIT CEiNTER 2. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE -RESISTANT MECHANICAL FASTENERS, OR ADHESIVE. 3. INSTALL LABELS WITH SUFFICIENT ADHESIVE TO ENSURE PERMANENTADHESION AND SEAL WITH CLEAR LACQUER. FORUNFINISHED CANVAS COVERING, APPLY PAINT PRIMER BEFORE APPLYING LABELS. 4. INSTALL TAGS USING CORROSION RESISTANT CHAIN. NUMBER TAGS CONSECUTIVELY BY LOCATION. SEPARATE 5. IDENTIFY EQUIPMENT WITH PLASTIC NAMEPLATES. PERMIT fii D 6, IDENTIFY CONTROL PANELS AND MAJOR CONTROL COMPONENTS OUTSIDE PANELS WITH PLASTIC NAMEPLATES.APPR`) I�:t,.-, 7. IDENTIFY VALVES IN MAIN AND BRANCH PIPING WITH TAGS. & TAG AUTOMATIC CONTROLS, INSTRUMENTS, AND RELAYS. KEY TO CONTROL SCHEMATIC, REQUIRL-1 9. IDENTFY PIPING, CONCEALED OR EXPOSED, WITH PLASTIC PIPE MARKERS, PLASTIC TAPE PIPE MARKERS OR STENCILED PAINTING, IDENTIFY SERVICE, FLOW DIRECTION, AND PRESSURE. INSTALL IN CLEAR VIEW AND ALIGN WITH AXIS OF PIPING, LOCATE IDENTIFICATION NOT TO EXCEED 20 FEET ON STRAIGHT RUNS INCLUDING RISERS AND DROPS, ADJACENT TO EACH VALVE AND TEE, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. Scale: AS NOTED Sheet contents: PLUMBING SPECIFICATIONS 39 C40� �7 J 1 DOMESTIC WATER PLAN P1.0 I SCALE: 1I4"=PA" GENERAL SHEET NOTES 1. EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS FOR ACCURACY. CONTRACTOR SHALL NOTIFY OWNER, ARCHITECT AND ENGINEER OF ANY SITUATIONS THAT MODIFY OR INCREASE THE SCOPE OF WORK FROM THAT IS DESCRIBED IN THE DOCUMENTS. 2. REFER TO DRAWINGS AND PROJECT SPECIFICATIONS OF OTHER DISCIPLINES FOR ADDITIONAL PROJECT INFORMATION AND REQUIREMENTS. NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN THE INFORMATION PRESENTED AND FIELD CONDITIONS, 3. SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM. CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. WIRING SHALL BE LABELED PLENUM RATED PER NFPA 70. 4. PROVIDE STOP VALVES AT EVERY FIXTURE ON BOTH HOT AND COLD WATER SUPPLY LINES, VALVES, ESCUTCHEONS, FITTINGS, ETC. MUST BE CHROME PLATED. WHERE EXPOSED, CHROME PLATED PIPE IS TO BE USED, 5. ALL OVERHEAD PIPING IS TO BE ROUTED TIGHT TO BUILDING STRUCTURE. 6. DO NOT ROUTE ANY WATER CONVEYING PIPING OVER ELECTRICAL EQUIPMENT. 7. INSULATE EXPOSED P-TRAPS, HOT AND COLD VALVES AND PIPING SERVING HANDICAPPED LAVATORIES. O SHEET KEYNOTES i CONNECT NEW 314"CW LINE TO EXISTING 3W CW SERVICE LOCATED OVER REAR DOOR, PC TO VERIFY EXACT SIZE AND LOCATION PRIOR TO STARTING WORK. PROVIDE WITH METER AND BACKFLOW AS REQUIRED BY CODE. 2 1/2" HW DOWN IN WALL WITH CONNECTION TO FIXTURE 25. PROVIDE SHUTOFF VALVE IN AN ACCESSIBLE LOCATION. INTERNAL BACKFLOW PROTECTION WITH ABBE 1004 CONFORMING AIR GAP. 3 112" CW AND HW DOWN IN WALL WITH CONNECTION TO FIXTURE 22. PROVIDE SHUTOFF VALVES IN AN ACCESSIBLE LOCATION, 4 112" CW AND HW DOWN IN WALL WITH CONNECTION TO FIXTURE 19. 5 314"CW AND HW DOWN TO FIXTURE 17. REFER TO DETAIL#4 ON SHEET P0.1. 6 U2" HW DOWN IN WALL. PROVIDE 112' CONNECTION TO FIXTURES 12,15, AND 37, RUN 11T LINE WITH WALL TO FIXTURES. 7 3f4" CW DOWN IN WALL PROVIDE 112" CONNECTION TO FIXTURES 12,15, 34, 37, 41, AND 43. RUN 314" LINE WITHIN WALL AND CABINETRY. 8 1IP' CW DOWN IN WALL WITH CONNECTION TO FIXTURE 7 AND 67. REVIEVUED FOR^ CODE COMPLIANCE APPROVED hIAY 2 0 2319 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 15 2019 PER1011 L FPARAl E PERMIT AND APPRO V1,1. �39) (J 44111� I 1 SANITARY PLAN P1.1 I SCALE: 114'=P-0' GENERAL SHEET NOTES 1. EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS FOR ACCURACY. CONTRACTOR SHALL NOTIFY OWNER, ARCHITECT AND ENGINEER OF ANY SITUATIONS THAT MODIFY OR INCREASE THE SCOPE OF WORK FROM THAT IS DESCRIBED IN THE DOCUMENTS. 2. REFERTODRAWINGS AND PROJECT SPECIFICATIONS OF OTHER DISCIPLINES FOR ADDITIONAL PROJECT INFORMATION AND REQUIREMENTS. NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN THE INFORMATION PRESENTED AND FIELD CONDITIONS. 3. PROTECT EQUIPMENT, FIXTURES, PIPING, DUCTWORK, ETC. INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY THE ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS, 4. WHERE PIPE, DUCTWORK, INSULATION, FIXTURES OR EQUIPMENT TO REMAIN IS DAMAGED OR DISTURBED, REMOVE THE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY AND QUALITY. WHERE IDENTICAL MATERIALS ARE UNAVAILABLE OR CANNOT BE USED, USE MATERIALS WHOSE INSTALLED PERFORMANCE EQUALS OR SURPASSES THAT OF THE EXISTING MATERIALS, 5. ALL SANITARY PIPING INSTALLED UNDERGROUND IS TO BE PITCHED @I% SLOPE EXCEPT FOR 2'LINES WHICH SHALL BE PITCHED AT 2%SLOPE. 6. ALL GREASE WASTE PIPING INSTALLED UNDERGROUND IS TO BE PITCHED @ 2%SLOPE. 7. DO NOT ROUTE ANY WATER CONVEYING PIPING OVER ELECTRICAL EQUIPMENT. B. ALL ACCESSIBLE P-TRAPS MUST BE PROVIDED WITH BOTTOM CLEANOUT PLUGS. 9. ALL FLOOR DRAINS AND CLEANOUTS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR. 10. ALL FLOOR SINKS ARE TO BE INSTALLED EITHER FLUSH WITH FINISHED FLOOR, OR RAISED PER LOCAL CODE REQUIREMENTS. 0 SHEET KEYNOTES i EXTEND AND CONNECT 3'SANITARY LINE TO EXISTING SANITARY LINE, PC TO CONFIRM EXACT LOCATION, SIZE, INVERT, AND DIRECTION OF FLOW PRIOR TO STARTING WORK. 2 PROVIDE FULL SIZE INDIRECT WASTE TO NEARBY FLOOR SINK AS SHOWN 3 REFER TO SANITARY RISER DIAGRAM ON SHEET P2.0 FOR GREASE WASTE ROUTING. 4 PROVIDE 1Y2' INDIRECT WASTE FROM UNDERCOUNTER ICE MAKER, ITEM #34, TO FLOOR SINK UNDER FIXTURE #14. ROUTE THROUGH WALL AND PROVIDE WITH AIRGAR 5 PROVIDE FULL SIZE INDIRECT WASTE TO NEARBY FUNNEL DRAIN AS SHOWN 6 PROVIDE FULL SIZE INDIRECT WASTE TO SOB AS SHOWN 7 SANITARY PIPING ROUTED ABOVE FLOOR WITHIN WALLICASINET IF CORING IS REQUIRED, PROVIDE CORING PLAN TO LL AND BASE BUILDING STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL -TENANT GC TO SCAN SLAB PRIOR TO CORING - COORDINATE WITH TENANT BELOW FOR ACCESS TENANTS ON THE GROUND FLOOR REQUIRING BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORDS BELOW -GRADE UTILITIES. ON COMPLETION OF PATCHING OF THE S--ON-GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER AND CONCRETE. THE OLD PORTION OF THE MALL HAS A STRUCTURAL SLAB AND NEEDS TO BE VERIFIED WITH STRUCTURAL ENGINEER FOR ANY PENETRATIONS (AT TENANTS EXPENSE), TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTARY BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. REVIEVVED FOR CODE COMPLIANCE APPROVED MAY 2 0 2.19 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKW;I,,, MAY 15 2919 PERTAIg 4;EvvTE,7 SEPARATE PERMIT AND APPROV, ! REQUIRED 67 FFD > Wco 1-112" A 3" N EX FCO ff METER & BAC I I LE: 114"-114" = 2 DOMESTIC WATER RISER DIAGRAM P2SCALE: 114"=1'4" 14Q, REVIE\UcU,jfJ- CODE COMPLIANCE APPROVED I MAY 20 2�'A City of Tukwila BUILDING DIVISION, RECEIVED CITY OF TUKWILA %mom MAY 112119 - 7 ERMIT CENVRAT�, blo 0(3 P V APPROW,- REQUIRE!, lei 39----------------.--_...----------------, 40 4� — ( i 1� i � i LEI I i ,• II � i VAL EOF WALK—IN COOLERS I —25 fOL'Ej UdES FLO ffMUW OFSRANDCEIUNGS EZERS FL — MINIMUM OF R-28 I I I I 4 i4 I 15 I I Is I 11 I III I I� 3 I I I , III III I I� I I I I I ( I i ; I GENERAL NOTES IT SHALL BE THE RESPONSIBILITY 'OF THE GENERAL CONTRACTOR AND ALL SUB —CONTRACTORS TO VERIFY TIE ACTUAL SPACE AND MECHANICAL REQUIREMENTS OF ALL ITEMS SHOWN AS FUTURE NIC, SUPPLIED BY "OTHERS", ETC., WITH THE OWNER PRIOR TO ROUGH —IN AND CONNECTION. THE GENERAL CONTRACTOR SHALL IMMEDIATELY INFORM CMA RESTAURANT `t' THESE DRAWINGS OR EQUIPMENT S LISTED FOR THIS PROJECT. THE GENERAL CONTRACTOR SHAL4 PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER THE INSTALLATION OF RELATED EQUIPMENT AND FURNISHINGS ITEMS. -- ITSHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB —CONTRACTORS THAT THIS SET OF PLANS AND THE INFORMATION CONTAINED WITHIN IN NO WAY RELIEVES SAID PARTIES OF THEIR RESONSIBILITY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES, AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. bi 137 EXHAUST VENTS AND MAKE—UP AIR BY HVAC CONTRACTOR. THE GENERAL CONTRACTOR SHALL PROVIDE: FLOOR, CEILING, WALL AND ROOF PENETRATIONS: FIRE —RATED SHAFTS FOR EXHAUST DUCTS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE WEATHER PROTECTION FOR ALL ROOF AND ALL WALL PENETRATIONS PRIOR TO AND DURING THE. INSTALLATION OF EQUIPMENT AND FURNISHINGS. SUITABLE WALL BACKING AS SHOWN ON THESE PLANS AND AS REQUIRED BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. EXHAUST SYSTEM SHALL BE SUBJECT TO PERFORMANCE TEST AS REQUIRED PRIOR TO ISSUANCE OF BUILDING PUBLIC OCCUPANCY BY LOCAL BUILDING OFFICIALS. PLANS FOR WALK—IN COOLER WILL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION. INCLUDE WORKING DRAWINGS WITH SUBMITTAL. THESE PLANS SHALL BE READ IN CONJUNCTION WITH THE EQUIPMENT INFORMATION MANUAL - SUPPLIED BY CMA RESTAURANT SUPPLY & DESIGN INC. AND BY THIS REFERENCE IS MADE A PART HEREOF. VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS REVIEV'YED FOR CODE COWIPLIA14CE APPI OVER MAY m 0 2319 City Of Tukwila BUILDING DIVISION CITY OF YUKWIL; APR 2 k 2019 pEP,a'f d7 S; F N I -, .� M • UN/ ,•1 PUBLISHED 1 .. .. .. • cu. • . . • •• 1='�IU� fib /1 rIV rl'. � � IEi 1- fll/ fl ( - II JP rl flb f11I rpr v , � I • Date: ql 0. I ICI I. THE ELECTRICAL CONTRACTOR SHAI...I_ SUPPLY AND INSTALL SFAI...-TITS FLEX CONDUIT TO ALL. FOOD SERVICE EOUIPMENT IN RAMP AREAS, I.F., SCULLERY, BAR ROOF, ETC. FLEX CONNECTIONS AT ALL FANS ON THE ROOF SHALL BF OF EXTRA LENGTH TO ALLOW FULL FAN REMOVAL FOR TILE EASE OF CLEANING.2, THE ELECTRICAI_ CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENI" HOOK-UPS AS REQUIRED BY CODE AND LASHING. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTAL..L.. A VAPOR -PROOF" SWITCH AT EACH BLOWER COIL IN THE WAI..K -IN COOLER (ITEM 7). 6. THE ELECTRICAL. CONTRACTOR SHALL PROVIDE. AND INSTALL A 48" MINIMUM CORD AND PLUG FOR EACH PIECE OF EQUIPMENT SO NOTED.. USE 9a ELBOW OUT OF UNIT. 11, THE ELECTRICAL.. CONTRACTOR SHALL PROVIDE 1" CONDUIT AND JUNCTION BOXES Ai EACH CASH REGISTER I"ERMINA(... SO AS TO INTERCONNECT ALI... UNITS TO EACH OTHER AND TO THE CENTRAL PROCESSING TERMINAL. CONSULT WITH THE OWNER'S REPRESENTATIVE FOR EXACT I.O.CATIONS OF ALL ' TIE-IN UNITS. 11 THE PI_U ADING CONTRACTOR SHALL PROVIDE AND INSTALL. ALL DRAIN LINES FROM WALK-IN BLOWER COILS TO FLOOR SINKS. HEAT TAPE SHALL BE PROVIDED AND WRAPPED AT ALL DRAIN LINES SUBJECT TO THE POSSIBILITY OF FREEZING, SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. 14. AIL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE DONE IN COPPER. 19. THE ELECTRICAL.. CONTRACTOR SHALL SUPPLY AND INSTALL TO EACH PIECE OF ROOF -TOP 'EQUIPMENT (FANS, MOTORS, COMPRESSORS, CONDENSERS, ETC.) A SEPARATE WEATHER -PROTECTED DISCONNECT SWITCH. 23, IT SHALL BE THE RESPONSIBILITY OF THE EI...ECTRICAL CONTRACTOR TO INSTALL ALL OWNER SUPPLIER COMPUTER/COMMUNICATIONS CABLES AS PER OWNERS DIRECTION. 25. ELECTRICAI... CONTRACTOR SHALL PROVIDE. A INDIVIDUAL DISCONNECT BOX FOR EACH PIECE OF ROOF TOP ELECTRICALLY POWERED EQUIPMENT. 26, THE GENERAL CONTRACTORSHALL PHOTOGRAPH ALL WALLS CONTAINING BACKING PRIOR TO SH,E.FTROCK/FRP INSTALLATION. 27. TIIE PLUMBING CONTRACTOR SHALT_ PROVIDE CLEANOUI"S AT IST ELBOW ON EACH WALK-IN BI..OWER COIL DRAIN. - 29. THIN E PLUMBING CONTRACTOR SHALL SUPPLY AND STALL WATER LINE BACK CHECK VALVES AS REQUIRED PER CODE 31. COMMUNICATIONS CABLES ARE SUPPLIEDBY OWNER AND INSTALLED BY ELECTRICAL CONTACTOR. uj 32. ELECTRICAL AND MECHANICAL. CONTRACTOR TO VERIFY REQUIREMENTS OF OWNER PROVIDED EQUIPMENT. cn REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 20.19 W r City of Tukwila BUILDING DIVISION 'RECEIVED Ci`6'tiOF TUKWILA O 04 APIR 21)2049 1 C 01--0 > r— 7> �' ELECTRICAL NOTES i 11 F CONTRACTOR SHALL. PROVIDE AND INSTALL STAINLESS STEEL OUII.ET AND RECEPTACLE COVERS IN SERVICE AREAS. 2 THE ELECTRICAL CONTACTOR SHALL. PROVIDE POWER TO AND INTERCONNECT ALL REFRIGERATION TI-LERMOSTA-FS, SOLENOIDS, LIME CI_COPS, DEFROST CIRCUITS, ETC- 3. THE ELECTRICAL_ CONTRACTOR SHAUL CONNECT ALL REMOTE COMPRESSORS AND PROVIDE DISCONNECTS, MAGNETIC STARTERS, AND THERMAL OVER OAD PROTECTION AS REQUIRED. 4 FHC ELECTRICAL CONFRA TOR SHALL PROVIDE AND INSTAL- HEAT !APE ON DRAIN LINES IN DANGER OF FREEZING. b FILL ELECIRICAL CONNECTIONS SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE FQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ALI... OTHER ELECTRICAL. RE UIREMENTS FOR THIS PROJECT. Q S ROJEC . 6 ALL ELECTRICAL ROUGH -IN WORK AND ALL FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND THESE I SPECIFIED ON F.SE PLANS BY CMA RESTAURAN"f SUPPLY & F I _ _..._.___ D..S_C_ SHALL Q6 PERFORMED BY THE ELECTRICAL CONTRACTOR / UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRIT T" � E TEN CON .HALTS IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL_ CON IRACT T P. OR 0 PROVIDE ALL ELECTRICAL -TYPE MATERIALS INCLUDING WIRING, SWITCHES, DISCONNECTS FLEX, CONDUIT CONTACTORS, FRANSFORMLRS, TFIERMAIL OVP!.:RL-OAD PROTECTORS,MAGNETIC STARTERS ELECTRICAL PANELS CORDS, PLUGS, COVERS, ETC. 8 THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACI IINF (HEAD. 9. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL OUTLET 30XES. HEIGHTS ARE NOT TO BE TAKEN FROM CURBS OR PI A IF DBMS. 10. THE SYMBOLS SHOWN ON THIS PLAN ARE FOR INDICATION OF ROUGH -IN LOCATION AND TYPE OF CONNECTION ONLY THE CLECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS AND CONDUIT RUNS AS PER GOOD PRACTICE AND CODE. 11. I F SHAI L BE THI.i: RESPONSIBILITY OF THE ELECTRICAL CONTRACI"OR ID PROVIDE INTERCONNECT SWITCHING BETWFFN THE KITCHEN EXHAUST HOOD EXh AUST FANS AND THE KITCHEN MAKE UP A,R .SYSTEMS AS REQUIRED PFR LOCAL. CODE AND AUTHORITIES. 12, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CONTACTORS ON ALL ELECTRICAL OUILET, JUNCTION BOXES, ETC. LOCATED UNDER ANY CLASS I EXHAUST HOOD SO AS TO DISCONNECT UPON ACTIVATION OF THE -FIRE SUPPRESSION SYSTEM. 1 ,3.THE E_ECTRICAL CONTRACTOR SHALL MOUNT AND WIRE REMOTE. INFINITE. CONTROL SWITCHES FOR STRIP HEAT UNITS AS REQUIRED AND RUN POWER LINES FROM J-BOX IN CABINET f BELOW. ITTHE ELECTRICAL. CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE AND LABEUNG. iSltE EiFt"CFRICAL. CONTRACTOR STALL PROVIDE "HOMERUN i" CONDUIT f0 COMPUTER UPSTAIRS, REIER ARCH PLANS FOR LOCATION. 115 VOLT DUPLEX OUTLET $p I SWITCH w/ PILOT UGH]" 115 VOLT FOURPLEX OUTLET ON/OFF SN9 iCFl D! �_ 115 VOLE DCO, bEDICATED/ISOL.ATED COMMUNICATIONS CMBI t VERIFY SP1 0 AND REQUIREMENTS WITH OWNER 208 VOL], SPECIAL OUTLET ►- TELEPHONE OUTLET JUNCTION BOX I—V TELEPHONE OUTLET FOR VE-RIPHONE �- LIGHT -IXTURE/SF.I2VICE MOUNTED °" P TELEPHONE OUTLET FOR PAY PHONE VERIFY EQUIPMENT REQUIREMENTS WITH FINAL-.. EOUPMENT SELECTIONS [:GFCI RECEPTACLES SHALL BE PASS & SEYMOUR NO. 2095--W 39--- .--------------------- ..------- 40 41 In ji via L _ I .. I F" i I f i C�- ' _----- - -------- a I ta I. i e NV i I I I 64 I 61 i I ' o- I _zR —_-- — ------ —`(S� jj, J2 --48 5512 34 , +24" +481 O I " u 4 4' 45 51 +2 tF46"� +48" 41 4451 Pua4 y; O I a i L - I r i 1 O L i ii i I I REVIEWED F16FR CODE COMPLIANCE APPPOVED MAY 2 q w,;r9 City of Tukwila W BUILDING DIVISION RECEIVED C:T'4` OF TIIKWILA All 2 R 2'i9 PERLIIIT CENTER O N _ 4 UNPUBLISHEDW,.K © r :, • a) , m■f�f) • ' Ub �l qp J� �IyCi I _ 11Is�oo ■ ■ III Date: III, 019 �' II IIII� II■■■f�ti�iil�i'i'� PLUMBING NOTES I iT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO SIZE, SUPPLY AND INSIAI..L A GREASE INTERCEPTOR/TRAP IF ONE IS REQUIRED. 2, ALL FIRE PROTECTION SYSTEM GAS SHUT-OFF VALVES SHAH. BE SUPPLIED BY ]HE OWNER AND .INSTALLED BY THE PLUMBER 3, THE PLUMBING CONNECIIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 4. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY CMA RESTAURANT SUPPLY & DESIGN SHAD_ BE PERFORMED BY THE PLUMBING CONTRACTOR. 5. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INS1"AL.I... INSULATIOIN MATERIAL ON ALL DRAIN LINES FROM ICE BINS, ICE PANS, ETC., SO AS TO ELIMINATE CONDENSATION FORMATION, 6, UNLESS OTHERWISE-. SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS,. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES,TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, EFC. 7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE L..00ATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. 8, THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE. DRAINS. 9. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL. BE RUN IN COPPER. 10. PLUMBING CONTRACTOR TO SUPPLY WATER PRESSURE REDUCING VALVE SET AT 20 PSI FOR EACH DISHWASHER AND GLASS WASHER. • 0 CW COLD WATER I o F i CW-COLD WATER - FILTERED o HW-HOT WATER ® CLOSED DRAIN - DIRECT WASTE FS FN O° U O � 72" X 12" FLOOR SINK- INDIRECT WASTE 8" FUNNEL DRAIN -- INDIRECT WASTE NAIURAI... GAS FLOOR DRAIN 3 --- 40 41 , io i o �o�o I, ------------------------ ----; La "� - --- - _ . I_ - I j �.: 1 1 l i Is 61 CODE COMPLIANCE APPROVED W MAY 20 2111 /U) 1— City of Tukwila BUILDING DIVISION - iPF.C:ESVE'D CRN OF TI IKWILlt APR 2 4 2019 0- PEPLUT. CEPdTEF7 1 -7 1 VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS N 1 4 UNPUBLISHED , WORK � C, L�JL�hOo' 1� All Date: 3-27-2019 L on 3--------_....----- ----- __- ------ 44 41 I i i I - � n --------_----------------------------------- ---- i i I i i I i I � ! I or-]' 111I u ° I I III � I I i ul i i MI 11 1 6_ro+�o I I it i n i i 5/8" GYP. HEEIROCK-.--, _ _ _ _ _ _ _ _ _ _ _ _ _ WALL FINISy (CXCEPT P/JNT) ARCHIIEC;'i iSi MATERIAL PER DRAWING ! (I XCEPT PAINT) � WALL BACKING NOTES: t GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND CMA RESTAURANT SUPPLY AT IHE TIME OF LAYOUT FOR WALL BACKING CONFIRMATION OFLI_ ADIMENSIONS OF ALL AND UP —DATE REQUIREMENTS. 2, WALL BACKING TO BE USEDEOR WALL MOUNTED EQUIPMENT AND SHEI...VF.S. 3. WALL BACKING TO BE 5/8" PLYWOOD. 4. WALL WALL BACKING TO BE BUILT INTO WALL SO THAT FINISH WALL IS FLUSH SURFACE. VERII Y EOUIPMEN F REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS s/a" =LYwooD PER -- REVIEWED OF', _ WALL BACKING PLAN �"�-:�, CQiW CQDf= COMPLIANCE APPROVED U) WALL FRAMING PER MAY y() Gini3� ARCHI IECT DRAWINGS `1"�� City of Tukwila II BUILDING DIVISION � r W 5/8" GYP. SHEETROCK--- RECEIVED r -_ _ CaV D:= 1 UKWILA �tPE? 2 42019 � A, O 0 =7 N D PLYWOOD BAC INC DETAIL SCALE NONE UNPUBLISHED �Oel p 2019CMA.INC. • Iti_1r-.o—.d� .. 11 C�J 'All A''�IIG-1' NTA t'i.00 1 • UNPUBLISHED WORK 1 • nr-a