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Home My WebLink AboutPermit D17-0320 - CINNABON - BUILD-OUTCINNABON 985 SOUTHCENTER MALL D17-0320 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: D17-0320 985 SOUTHCENTER MALL Project Name: CINNABON Issue Date: 2/2/2018 Permit Expires On: 8/1/2018 Owner,:y Name: " : -WESTFIELD PROPERTY TAX DEPT) Address': I PO BOX 130940 , CARLSBAD, MN, 92013 Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: TROY HUFFER 800 WASHINGTON AVE N - SUITE 208 , MINNEAPOLIS, MN, 55401 TRISQUARE CONSTRUCTION LLC PO BOX 626 , LAKE STEVENS, WA, 98258 TRISQCL894B0 BRET STEWART Address: 18500 156 AVE NE , WOODINVILLE, WA, 98072 Phone: (612) 547-1336 Phone: (425) 610-7424 Expiration Date: 1/31/2019 DESCRIPTION OF WORK: NEW TENANT BUILD -OUT FOR CINNABON IN EXISTING SOUTHCENTER MALL. NEW MILLWORK, ELECTRICAL, RELOCATED/NEW PLUMBING. NEW FINISHES Project Valuation: $125,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $2,994.09 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No I�(`�Permit Center Authorized Signature: y��,"'" l W I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Date: 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 : it and agree to the conditis c'hed to this permit. Signature: Print Name: Wove -C Date: p^ 8 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: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.12.5) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 8: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 15: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 13: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 12: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 16: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 18: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 21: Post address on storefront per approved Westfield standards. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 24: ***BUILDING PERMIT CONDITIONS*** 25: 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. 26: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 27: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 28: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 29: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 30: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 31: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 32: 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 on satisfactory completion of this requirement. 33: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 34: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 35: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 36: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukvvilaWA.uov Building Permit No. Project No. Date Application Accepted: f , 1 0- 1 7 Date Application Expires: S` 30 -I g (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address:Saul H GE N1'Et2 Ntik L-%. King Co Assessor's Tax No.: Suite Number: Tenant Name: BP -ET STEW AILT CAN NABoN PROPERTY OWNER Name: W€STFiFL.p Corrp Address: �iG 05 OLD of -CH CENTER- s-rF, Otpo City: 5 KcO K- 4 e. State: it._ Zip: 6001 i CONTACT PERSON - person receiving all project communication Name: -T'R py v,} OF F Address: wptsvi1l1C►Tter.1 RvE N Si -t 20c.2. City: M 1 tv tjcpcPOt-tS State: t,t0 Zip: 55L4 01 Phone: ip1Z-'-4-1' 1334, Fax; kp1Z-54,1'1- 1301 Email:-1-Vw-P4-t,r CrOatf On • Cy,(v% GENERAL CONTRACTOR INFORMATION Company Name: _,g 1] Architect Name: 5204z ),..„1/4. GAQ.1,Ots1 Address: &co wASN (t4( --t 1 Ave N S -r 20% City: MINNcAecIAs State: Mo Zip: 55►101 Address: Email: 'OAk.1-c-kir G'Marc},n . cAM City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:1ApplicationsWorms-Applications On Line12011 Applicntionslhermit Application Revised - B-9-1I,dacx Revised: August 2011 bh Floor: New Tenant: Yes ❑ .,No ARCHITECT OF RECORD Company Name: c M A Architect Name: 5204z ),..„1/4. GAQ.1,Ots1 Address: &co wASN (t4( --t 1 Ave N S -r 20% City: MINNcAecIAs State: Mo Zip: 55►101 Phone: totZ.541. 4300 Fax: (012- 54'1-1334,, Email: 'OAk.1-c-kir G'Marc},n . cAM ENGINEER OF RECORD Company Name: t-MANUEL.50 -ppDAS 1NC, Engineer Name: WvNAy WFN502.cot Address:loo_i DI $Rett/ RD. FAST City: MtNNEnN4.A State: Mtn Zip:553,43 Phone: g52.5 -4'i0. LILA-Fax: q6-2 . of 30. 0111 Email: wwe0\00ecl r. epinc. c otM LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095). Name: -2-E-r Sr-W -- A4p1St�`t Address: 1 gs-ot i S(or Avt tIC, City:ii.)000i p v it.1.E State: LA) A Zip: _ 0 72 Page 1 of 4 BUILDING PERMIT INFORMATION -- 206-431-3670 Valuation of Project (contractor's bid price): $ V2.51 OcO Existing Building Valuation: $ UN ¥-t4 O V`1 t Describe the scope of work (please provide detailed information): New-1-eytoit!' build Ou-t -Fo- Civ \c o r\ iA exiSt Soo-hn Ge..vlt-&tr VV1Ol,\ \ . N t,w t t work -1 e is CAV i C ct�, re � o cakedl; / r c rd pt k.A.AMbi ,on •New R,A;sus • Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence, Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 3lirir4 i s Autolnlitic Fir Alarm ❑ None El Other (specify) Will there be storagd or use of flammable, conibustible:or hazardous materials in the building? ❑ Yes ;.No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H;\ApplicadonsTorns-Applications On Linel201 I Applications\Pern it Applicmion Revised - 3-9-1 l,docx Revised: August 201 t bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New "Type of Construction per IBC Type of Occupancy per IBC 1' Floor 1v1 h\3 N /A 11/A 11..8 P 2nd Floor 3rd Floor Floors thio Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence, Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 3lirir4 i s Autolnlitic Fir Alarm ❑ None El Other (specify) Will there be storagd or use of flammable, conibustible:or hazardous materials in the building? ❑ Yes ;.No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H;\ApplicadonsTorns-Applications On Linel201 I Applications\Pern it Applicmion Revised - 3-9-1 l,docx Revised: August 201 t bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 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. Wp ter'Disti•ict „„rai..Tukivilit ❑...Water District #l25 ❑ ...Water Availability Provided Sewer District (,(....Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted ay.ifh ATrpI'ccalion (mark hoxes which arrtrly):, ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ ,. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities'(marlr'boxes that appy) 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Right-of-way Usc - Profit for less than 72 hours 0 -. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ... Water Only Meter Size WO # _ _ ❑ ... Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ... Water Main Extension Public , ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service:f3illiri to: Name: Day Telephone: Mailing Address: Water.Meter Refimd/I3illiha: Name: Mailing Address: City Day Telephone>_ State Zip City State Zip H1Application0Forms-Applications On Line \2011 Applications \Permit Applicatwn Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Al;a`T IIf3RIZED/GE T Signature: Date: + s117 Print Name: 1 ti' Day Telephone: L7 77 t— T b3-2_ Mailing Address: 74 .C1714;n4 C4wi — M - 1/ OC 'b 1 M§ City state Zip H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 0.9.11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY , PAID PermitTRAK $3,088.03 D17-0320 Address: 985 SOUTHCENTER MALL Apn: 9202470010 $1,851.01 DEVELOPMENT $1,763.08 PERMIT FEE R000.322.100.00.00 0.00 $1,758.58 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $87.93 TECHNOLOGY FEE R000.322.900.04.00 0.00 $87.93 EL17-0968 Address: 985 SOUTHCENTER MALL Apn: 9202470010 $430.65 ELECTRICAL $407.76 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 I 0.00 $407.76 TECHNOLOGY FEEi. $22.89 TECHNOLOGY FEE R000.322.900.04.00 0.00 `° $22.89 M17-0185 Address: 985 SOUTHCENTER MALL Apn: 9202470010 Y;} $556.41 MECHANICAL $528.31 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $495.16 TECHNOLOGY FEE $28.10 TECHNOLOGY •FEE R000.322.900.04.00 0.00 $28.10 PG17-0156 Address: 985 SOUTHCENTER MALL Apn: 9202470010 $249.96 PLUMBING $235.67 PERMIT FEE R000.322.100.00.00 0.00 $202.52 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $14.29 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13563 R000.322.900.04.00 0.00 2 $14.29 $3,088.03 Date Paid: Friday, January 26, 2018 Paid By: TRISQUARE CONSTRUCTION LLC Pay Method: CHECK 1870 Printed: Friday, January 26, 2018 8:03 AM 1 of 1 CR Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,143.08 D17-0320 Address: 985 SOUTHCENTER MALL Apn: 9202470010 $1,143.08 DEVELOPMENT $1,143.08 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12909 R000.345.830.00.00 0.00 $1,143.08 $1,143.08 Date Paid: Thursday, November 30, 2017 Paid By: CM ARCHITECTECTURE Pay Method: CHECK 132918 Printed: Thursday, November 30, 2017 2:00 PM 1 of 1 CRSYSTEM5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D)7--6320 PERMIT NO. 1/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: C%NNA,b t/ Type of Inspection: ,8OJ LOA& f! 1-- Add ess: 'Ya vn irxR /nu Date Called: Special Instructions: Date Wanted: g— y-16 C a.m} p.m. Requester: /&ff,,� u ttiOLf Phone No: ZZs9,/— 4P Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 044,.- 6)42 -NG- (ewe 49e) Inspector: Date: q-2 9-78 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 D17-032 Project: �finA r/ Type of Inspection: A G i-4 Z/A/' Address: C,� 1 mop Date Called: 4 Specia Instructions: Date Wanted:'' 7- 15'24/ p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: G Inspecto „ Date: q_/9_208,, 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 Th 7-032 Project: ` LlUAlckDatt) Type Inspec1tiloS�n: 1 w la1ir15 f IN AL Address: -.j 9X530w` 4 c tier �P4 LL Date Called: �J pecial Instructions: Date Wanted: a.m. I9—/s p.m. Requester: Phone No: 0Approved per applicable codes. Corrections required prior to approval. COMMENTS: \Ak -FAkt-c- l),,/acE4Q0 A.97e-- rin445-encji z_1;9111-; A imicd AA.74zL Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 1101 Retain a copywith p ermit INO. p DI 7 -0320 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: CAN& • ki Type of Inspection: ,S�.s r)-�1' a -e I 1 geAddress: —s _1Li1GP,'} .r t/� Date Calle p� U Special Instructions: Date Wanted: <-1-13- 20/g a.m. p.m. Requester: Phone No: 'Approved per applicable codes. 1] Corrections required prior to approval. COMMENTS: i.c.sipteetel 'tat c (I? Inspector: L %% % re Date: v.../3 2_637 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 Ai7-6320 Proje t: q� e%/dlil/ ' // Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: , 2 —.127—/ B a.m. p.m. Requester: Pixie -A' , • w ) 6Af Phone No: /• qw-m Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: 44443 m. Inspector: Date: 7-18 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: 64/4/4-17431/ Type of Inspection: Address:?15 5 SiY197 !4 eAigt Date Called: Special Instructions: �� Date Wanted: „2"—c720 ' 18 am p.m. Requester: `'/ Phone No: g2,5'- 93/4f 9/ ,Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: Inspector: Dater 2Q a REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type (N i) 36 Fire Alarm: Hood & Duct: of Inspection: ,-____ Address: � �� Suite #: �� L....- J Contact Person: Special Instructions: Special F7 jam_ Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: C er + n it, (fi✓ iG/ ✓tdt/t j 0,c-ly e c) Pre -Fire: Permits: Occupancy Type: 1"7' 1 t t62'y Gve o1 {- F7 jam_ ( v--)6%- ( /wig-al/670 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: -'Z3 /I-Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with perrhit ` til ,132.0 i• '-Q3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: ; Fire Alarm: Type of Inspection: Monitor: Address: Suite #: � A..., ,rI 11 Contact Person: I 1.4/• -- > Special Instructions: -r-iip c_,0 v &--Nt `--%----, , Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ; Fire Alarm: Hood & Duct: . Monitor: Pre -Fire: Permits: Occupancy Type: -r-iip c_,0 v &--Nt `--%----, , h• Yr .....{ j t s tib. t f . 1 Needs Shift Inspection: Sprinklers: ; Fire Alarm: Hood & Duct: . Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Cr -44 --- Date: lei" /14-i j cl Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 January 24, 2018 City of Tukwila Department of Community Development TROY HUFFER 800 WASHINGTON AVE N - SUITE 208 MINNEAPOLIS, MN 55401 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D17-0320 CINNABON - 985 SOUTHCENTER MALL Dear TROY HUFFER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The floorplan has been changed from the original. In that change it shows other equipment placed which reduced the access to the door leading to the back area. Also, I noticed a sink has been added. Revise the plans to allow the required accessible access to the back area. Also, when you make changes to the layout this also changes all other plan set details. All details shall be consistent with the new changes including elevations of equipment and store layout. Provide a new plan set with all sheets revised to be consistent with the changes. Also, since a new sink is to be added the plumbing sheets shall be changed to reflect the changes for the plumbing permit. This also goes for the mechanical and electrical. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. D17-0320 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development December 20, 2017 TROY HUFFER 800 WASHINGTON AVE N - SUITE 208 MINNEAPOLIS, MN 55401 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 17-0320 CINNABON - 985 SOUTHCENTER MALL Dear TROY HUFFER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Revise code references to show current code compliance. Plumbing code 2015 Uniform Plumbing Code (UPC), Electrical code is 2017, Fire code is 2015, Accessible code is 2009 and all shall include Washington State Amendments. Verify code references in the plan set are consistent. 2. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). 3. Provide an engineers analysis of the concrete floor to verify if it is a structural slab where saw cutting shall be done for the utilities. Provide a detail for repairing the concrete floor cuts with re -bar epoxied into the existing concrete floor. 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 resuuinittal, 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. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D17-0320 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0320 PROJECT NAME: CI N NABON SITE ADDRESS: 985 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 2 DATE: 01/25/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: t—) -IP -(8 Building Division CI Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWERS INITIALS: DATE: 01/25/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 0 2/ 2 7/18 REVIEWERDS INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0320 DATE: 01/16/18 PROJECT NAME: CINNABON SITE ADDRESS: 985 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: k3T Cow\Z i -ANN 8 Budding Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/18/18 Structural Review Required REVIIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews (ie: Zoning Issues) DUE DATE: 02/15/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ,� CORRECTION LETTER MAILED: 1-931 1 (e — Departments issued corrections: Bldg (- Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0320 PROJECT NAME: CINNABON DATE: 11/30/17 SITE ADDRESS: 985 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 10 OP' � n Building Division ,L\s Public Works 1 �wc ire re Prevention Structural rio0)\0 WO KA - Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/05/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 01/02/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: ,Permit Center Use Only CORRECTION—LETTER—MAILED: Departments issued corrections: Bldg E i Fire 0 Ping 0 PW 0 Staff Initials: ` c- 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci,tukrvila.tva.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I /2, 7. 201V Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cinnabon Project Address: 985 Southcenter Mall Dt.4 -0320 RECEIVED CITY OF TUKWILA JAN 2 4 2018 PERMIT CENTER Contact Person: T¢o`' KvF.FE 12- Phone Number: 02 ` 541- J33 (D Summary of Revision: JAWi S 5110(..4) ei l ( VA&►Siek) S fM4Ck ov\ lu 54— subinn 5ra1" -b 51A,,,)(..0 up al Grks i vi e, ievct'-olc ay.1 601 k 5 -k. ACce55 +0 back G vtea is aC055; I leak- w; dilk 0.) 1 A I , v ou-V Ok c14-clA) . Sheet Number(s): "Cloud" or highlight all areas of revision including dj to o rev ,ion Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ctiukwilawa.us 5 REVISION'SUBMITTA Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Di.q –O3zo Date: I/SZ/A1S ❑ Response to Incomplete Letter # Plan Check/Permit Number: ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cinnabon RECEIVED CITY OF TUKWILA JAN 16 2018 PERMIT CENTER Project Address: 985 Southcenter�,Mall Contact Person: I`'O'/ Hu( "' Phone Number: 612 — 54 1 3 Summary of Revision: SQ© c&d Vec c)vS€ c e Sheet Number(s): G l1 Ao, A (l Et k i Er 2.1 S �/ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: w (2if' Entered in TRAKiT on 01/14 /t \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Di.q –O3zo Date: I/SZ/A1S ❑ Response to Incomplete Letter # Plan Check/Permit Number: ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cinnabon RECEIVED CITY OF TUKWILA JAN 16 2018 PERMIT CENTER Project Address: 985 Southcenter�,Mall Contact Person: I`'O'/ Hu( "' Phone Number: 612 — 54 1 3 Summary of Revision: SQ© c&d Vec c)vS€ c e Sheet Number(s): G l1 Ao, A (l Et k i Er 2.1 S �/ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: w (2if' Entered in TRAKiT on 01/14 /t \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: i TRISQUARE CONSTRUCTION LT " Page 1 of 2 Washington State Department of Labor & industries Home Espanol Contact Search L&I A -Z Index Help My LE Safety & Health Claims & Insurance Workplace Rights Trades& Licensing TRISQUARE CONSTRUCTION LLC Owner or tradesperson Principals WOLFF, DANIEL JOHN, PARTNER/MEMBER Doing business as TRISQUARE CONSTRUCTION LLC WA UBI No. 603 074 598 PO BOX 626 LAKE STEVENS, WA 98258 425-610-7424 SNOHOMISH County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................._............................................. Meets current requirements. License specialties GENERAL License no. TRISQCL894B0 Effective — expiration 01/20/2011— 01/31/2019 Bond ................ Developers Surety & Indem Co Bond account no. 256039C $12,000.00 Received by L&I Effective date 03/30/2012 04/01/2012 Expiration date Until Canceled Bond history Insurance .... _..._.................. Ohio Security Ins Co $1,000,000.00 Policy no. BKS57065230 Received by L&I Effective date 12/18/2017 01/18/2016 Expiration date 01/18/2019 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, u some debts may be recorded by other agencies. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603074598&LIC=TRISQCL894BO&SAW= 2/2/2018 TRISQUARE CONSTRUCTION LI C License Violations No license violations during the previous 6 ya.. period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 206,263-00 ................................ Doing business as TRISQUARE CONSTRUCTION LLC Estimated workers reported Quarter 4 of Year 2017 "0" Workers L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................ No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603074598&LIC=TRISQCL894BO&SAW= 2/2/2018 SEPARATE PERMIT REQUIRED FOR: t r4lechanical EYElectrical Cg/P mbing G t as Piping City of Tukwila BUILDING DIVISION No changes shall be made to the scope of work without prior approval of Tukwila Building Division.. DOTE: t,avisions will require a new plan submittal and may inc:ude additional plan review fees. SOUTHCENTER MALL- TUKWILA, WA IN-LINE STORE DESIGN Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fief ' py and conditio n is owledged: By: Date: (g ._.._ REVIEWED FOR_....wl CODE COMPLIANCE APPROVED ity Cis T ukv ik:i 4 1} a CORPORATE OFFICE CINNABON, INC. 5620 GLENRIDGE DR. NE ATLANTA, GA 30342 SCOTT MCKINLEY smckinley©cinnabon.com PH: (404) 987-7388 BLYTHE MARTINSON bmartinson©cinnabon.com PH: (404) 705-4432 FRANCHISE PARTNER CENTER TWIST, INC. 18500 156TH AVE NE, STE. 103 WOODINVILLE, WA 98072 BRET STEWART bret©centertwist.com PH: (206) 250-8074 THE WORK IS LIMITED TO CONSTRUCTION FOR INCLUDE, BUT NOT LIMITED TO: FINISHES: NEW FLOORING, BASE, AND WALL FINISHES THROUGHOUT. FIXTURES/EQUIPMENT: NEW & EXG FIXTURES/EQUIPMENT. THE PURPOSE OF RESTAURANT SALES. WORK TO SIGNAGE: NEW INTERIOR Sc EXTERIOR SIGNAGE REQUIRED. ELECTRICAL: NEW ELEC EQUIPMENT. NEW POWER SYSTEMS. MECHANICAL/PLUMBING: EXG HVAC, NEW DISTRIBUTION. NEW/EXG PLUMBING SYSTEMS/FIXTURES. FIRE SYSTEMS: EXG TO REMAIN. MODIFY ONLY AS REQUIRED. ARCHITECT BRUCE M. CARLSON, ARCHITECT, PLLC 800 WASHINGTON AVE. N. SUITE 208 MINNEAPOLIS, MN 55401-1148 TROY HUFFER thuffer©cmarch.com PH: (612) 547-1336 FAX: (612) 547-1301 MEP ENGINEER EMANUELSON—PODAS, INC. 10401 BREN ROAD EAST MINNETONKA, MN 55343 WENDY WENBORG wwenborg@epinc.com PH: (952) 540-4047 FAX: (952) 930-0777 TENANT COORDINATOR WESTFI ELD 4905 OLD ORCHARD CENTER STE. 060 SKOKIE, IL 60077 EMILY YEE eyee©westfield.com PH: (847) 779-4832 CITY OF TUKWILA 6300 SOUTHCENTER BLVD. STE 100 TUKWILA, WA 98188 PH: (206) 431-3670 KING COUNTY DEPARTMENT OF PUBLIC HEALTH 401 5TH AVE. STE 1100 SEATTLE, WA 98104 ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING, AND ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION. BUILDING: PLUMBING: MECHANICAL:. ELECTRICAL: HEALTH: 2015 INTERNATIONAL BUILDING CODE 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRICAL CODE W/ LOCAL AMENDMENTS WASHINGTON STATE RETAIL FOOD CODE WAC 246-215 W/ KING COUNTY BOARD OF HEALTH— TITLE 2— CH 2.10 2015 INTERNATIONAL FIRE CODE 2009 ACCESSIBILITY CODE W/ LOCAL AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 3ah�rnaBreeze it!lanwihCarbb' rare & dackt id-°, .arlield So' oil 9i level eKopning. nal with .no k'e JOEY Soutltc NUMBER OF LEVELS: CONSTRUCTION TYPE: OCCUPANCY: 1 OF 3 II—B, SPRINKLED B (BUSINESS) Courtyard by Mai 5eattIe Southnan 7. EXIT REQUIREMENTS: 8. EXIT ILLUMINATION: 9. FIRE SPRINKLERS: 10. DEFERRED SUBMITTALS: SQ FT PER AREA OCCUPANT OCCUPANTS 613 SF / 100 GROSS = 7 (1) REQUIRED / (1) PROVIDED (OCCUPANCY IS LESS THAN 50) SEE SHEET A4. EXISTING SYSTEM TO REMAIN. MODIFY HEADS PER NEW LAYOUT. ALL FIRE ALARM, FIRE SPRINKLER, LOW VOLTAGE, AND SIGNAGE WORK IS TO BE FILED SEPARATELY FOR PERMIT. INDEX OF DRAWINGS ABBREVIATIONS DRAWING NAME AFF ABOVE FINISH FLOOR ID INSIDE DIAMETER ACT . ACOUSTICAL TILE INSUL INSULATION ADD'L ADDITIONAL INT INTERIOR ADH ADHESIVE ADJ ADJUSTABLE, ADJACENT LAV LAVATORY APPROX APPROXIMATE LD LEASE DIMENSION ARCH ARCHITECTURAL LL LANDLORD, LEASE LINE ACM ASBESTOS CONTAINING AO MATERIAL MAX MAXIMUM MECH MECHANICAL BTWN BETWEEN MDF MEDIUM DENSITY BLKG BLOCKING FIBERBOARD BD BOARD MTL METAL B.O. BOTTOM OF MEZZ MEZZANINE BLDG BUILDING MFR MANUFACTURER MIN MINIMUM CLG CEILING MISC MISCELLANEOUS CL CENTER LINE MO MASONRY OPENING CLR CLEARANCE) MTD MOUNTED COL COLUMN MWC MILLWORK CONTRACTOR CONC CONCRETE COORD COORDINATE NOM NOMINAL CMU CONCRETE MASONRY NIC NOT IN CONTRACT UNITS NTS NOT TO SCALE CONST CONSTRUCTION NO. NUMBER CONT CONTINUOUS CJ CONTROL JOINT OC ON CENTER OPP OPPOSITE DEMO DEMOLITION OD OUTSIDE DIAMETER DF DRINKING FOUNTAIN OHCG OVERHEAD COILING GRILLE DIA DIAMETER DIM DIMENSION PNL PANEL DRW DRAWER PBD PARTICLE BOARD DTL DETAIL PLAM PLASTIC LAMINATE DWG DRAWING PLBG PLUMBING PLYWD PLYWOOD EA EACH PVC POLYVINYL CHLORIDE ELEC ELECTRIC(AL) EQ EQUAL QTY QUANTITY EQUIP EQUIPMENT EXISTING REF REFER TO EXT EXTERIOR RELO REQ RELOCATE REQUIRED FF FINISHED FLOOR REV REVISION FE FIRE EXTINGUISHER RD ROOF DRAIN FEC FIRE EXTINGUISHER RO ROUGH OPENING CABINET SCHED SCHEDULE FIXT FIXTURE SIMILAR FP FIREPROOF,SIM FIRE SIM OPP SIMILAR, OPPOSITE HAND PROTECTION SC SOLID CORE F FDDR FLOOR FLOOR DRAIN SPEC(S) SPECIFICATION(S) FLUOR FLUORESCENT SF SQUARE FEET FRP FIBER REINFORCED PLASTIC SS STAINLESS, STEEL STD STANDARD GA GAUGE STL STEEL GALV GALVANIZED STRUCT STRUCTURAL GC GENERAL CONTRACTOR SUSP SUSPENDED GLAZ GLAZING GRP GROUP TBD TO BE DETERMINED GYP BD GYPSUM BOARD TEMP TEMPERED, TEMPERATURE, TEMPORARY HDWR HARDWARE THK THICK(NESS) HDWD HARDWOOD TRBJ TRUE RELIGION GRAND JEANS HHH HAND HEWN HICKORY TYP TYPICAL HT HEIGHT HC HOLLOW CORE UON UNLESS OTHERWISE NOTED HM HOLLOW METAL HB HOSE BIB VERT VERTICAL HOR HORIZONTAL VIF VERIFY IN FIELD W/ WITH W/0 WITHOUT WD WOOD INDEX OF DRAWINGS NO. DRAWING NAME REVISIONS� 1, /2\ A At � h\ /e\ G1 COVER SHEET G2 DOOR, HARDWARE AND RESPONSIBILITY SCHEDULE AO DEMOLITION PLAN A0.1 DEMOLITION REFLECTED CEILING PLAN Al FLOOR/FINISH PLAN A2 COUNTER PLAN A3 EQUIPMENT PLAN AND EGRESS PLAN A3.1 EQUIPMENT SCHEDULE A4 REFLECTED CEILING PLAN A5 ELEVATIONS A5.1 INTERIOR ELEVATIONS A5.2 INTERIOR ELEVATIONS A5.3 INTERIOR ELEVATIONS A6 MILLWORK DETAILS A6.1 MILLWORK DETAILS M0.0 MECHANICAL TITLESHEET M1.0 MECHANICAL PLAN M2.0 MECHANICAL SCHEDULES M3.0 MECHANICAL SPECIFICATIONS P1.0 PLUMBING PLAN — WASTE P1.1 PLUMBING PLAN — WATER P2.0 PLUMBING SCHEDULES & DETAILS P3.0 PLUMBING SPECIFICATIONS E1.1 POWER PLAN E1.2 LIGHTING PLAN E1.3 ELECTRICAL SCHEDULES Sc DETAILS E1.4 ELECTRICAL SPECIFICATIONS E1.5 WASHINGTON STATE COMPLIANCE FORMS ALL SUBCONTRACTORS SHALL • RECEIVE A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND SHALL BE RESPONSIBLE FOR THEIR COMPLETE SCOPE OF WORK REGARDLESS OF WHERE IN THE DOCUMENT SET THE DESCRIPTION OF WORK APPEARS. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thufferOcmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 )14111t0 A webt' REGISTERED AI GHITECT BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER SOUTH TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: COVER SHEET REVISIONS: NO: DATE: n BY: PERMIT SET gkititir RECHECK RiAetHED V 0J.T61 KI JAN 2 r 20 18 PE RMIT CEN ER PROJECT NO: 17089.001 DRAWN BY: SKJ G1 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 thuffer — 1/22/2018 Q: \CINNABON\FRANCHISEE\17089.001 (Westfield South Center) Seattle, WA\Drawings\Work in Progress \17089.001 G2 SCHED.dwg HARDWARE SETS SET A: 1 DOOR: ELIASON CORPORATION SWING DOOR MODEL #SCP -8 CONTACT: 800-828-8655 / 530-662-5494 FINISH: PER SCHEDULE KICKPLATE: ROCKWOOD 10" x 34" x 630 x SMS LOCK: VENDOR TO ADD LOCK HARDWARE DOOR TYPES ITEM NOT APPLICABLE DOOR SCHEDULE DOOR INSTALLED BY TENANT I SUPPLIED BY GC DOOR TYPE HDWR GROUP KEYED NOTE FRAME NO. ROOM STATUS SIZE THICK MTL FINISH LABEL GLAZ MTL FINISH LABEL DETAILS FRONT OF HOUSE NEW 3'-0" X 6'-8" 1" MFR PL4 N/A -- A A 2 HM P-02 N/A -- C 100) SERVICE EXG 3'-0" X 7'-0" 1-3/4" HM P1, MALL N/A -- B EXG 1,2 EXG EXG N/A -- 101 ) KEYED NOTES CONCRETE WORK / GENERAL NOTES CODE COMPLIANCE 1. PAINT BACK OF HOUSE 1. WOOD DOORS TO BE EQUAL TO "WEYERHAUSER" TYPE 1. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE SIDE P-01 AND SERVICE CORRIDOR SIDE PER LL CRITERIA. SIGNAGE PER LL / CSC -1. WITHOUT THE USE OF A KEY OR ANY SPECIAL ELECTRIC CRITERIA. KNOWLEDGE OR EFFORT. MAXIMUM PULL FORCES FOR 2. GC TO PROVIDE TACTILE EXIT ROUTE SIGNAGE 2. ALIGNMENT OF DOOR HEADS SHALL BE AT A CONSTANT LEVEL AND NOT FOLLOW POTENTIAL INTERIOR AND EXTERIOR DOOR(S) SHALL NOT EXCEED: ADJACENT TO DOOR © 5'-0" 0.C. FEEDER WIRE FROM LANDLORD ELECTRICAL ROOM TO TENANT PREMISES VARIATIONS IN THE FLOOR PLANS. INTERIOR DOORS: 5 LBS / DISCONNECT/STEP DOWN TRANSFORMER SIZED FOR TENANT REQUIREMENTS EXTERIOR DOORS: 8.5 LBS / 3. UNDER CUT DOOR 3/4" MINIMUM. FIRE RATED DOORS: 15 LBS 4. AT TURNOVER, GC IS TO GIVE NOTICE FOR REKEYING 2. HAND ACTIVATED DOOR OPENING HARDWARE TO BE AND COORDINATE WITH TENANT AND PROVIDE TENANT MOUNTED AT MINIMUM 34" AFF AND MAXIMUM 48" AFF TELEPHONE AND DATA WITH ALL KEYS TO SPACE. AND BE OPERATED WITH A SINGLE EFFORT BY LEVER EMPTY CONDUIT WITH PULL STRING FOR TELEPHONE TYPE HARDWARE. FINAL CONNECTION WITH TELEPHONE COMPANY 3. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A DIGITAL MENUBOARD CAT5 LINES, ELECTRICAL BOXES SMOOTH, UNINTERRUPTED SURFACE. HARDWARE SETS SET A: 1 DOOR: ELIASON CORPORATION SWING DOOR MODEL #SCP -8 CONTACT: 800-828-8655 / 530-662-5494 FINISH: PER SCHEDULE KICKPLATE: ROCKWOOD 10" x 34" x 630 x SMS LOCK: VENDOR TO ADD LOCK HARDWARE DOOR TYPES 9"x14" CLEAR ACRYLIC WINDOW ELIASON DOUBLE ACTING DOOR W/ INTEGRAL HARDWARE 12"H 18 GA SS KICK PLATE AT BOTH SIDES DOOR TYPE A SCALE: ye = 1'-0" ITEM NOT APPLICABLE EXG BY LANDLORD SUPPLIED BY TENANT I INSTALLED BY TENANT I SUPPLIED BY GC INSTALLED BY GC \\ 1" MIN COLD WATER STUB -IN \ \\ / / 9"x14" CLEAR ACRYLIC WINDOW ELIASON DOUBLE ACTING DOOR W/ INTEGRAL HARDWARE 12"H 18 GA SS KICK PLATE AT BOTH SIDES DOOR TYPE A SCALE: ye = 1'-0" DOOR TYPE B SCALE: 1/0 = 1'-0" GENERAL NOTES 1. ALL HARDWARE SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 2. ALL HARDWARE FINISHES SHALL BE US26D, UNLESS NOTED OTHERWISE. 3. ALL DOORS TO BE KEYED ALIKE. 4. HOLLOW METAL FRAMES SHALL BE 16 GA. STEEL. 5. ALL DOORS SHALL HAVE ADA APPROVED TYPE HARDWARE (VERIFY IN FIELD) 6. EXIT HARDWARE SHALL COMPLY WITH ALL APPLICABLE CODES. 7. ALL GLAZING IN DOORS, AND WITHIN A 24" ARC OF THE SIDES OF EGRESS DOORS SHALL BE OF AN APPROVED SAFETY TYPE. (VERIFY IN FIELD). 8. PAINT HOLLOW METAL FRAMES & DOORS WHERE SCHEDULED W/ 2 FINISH COATS OF HIGH—GLOSS ACRYLIC ENAMEL. SEE ELEVATIONS & FINISH SCHEDULE. 9. PROVIDE SIGNS ® EXISTING EXIT DOORS TO READ, "THIS EXIT MUST REMAIN UNLOCKED WHEN THIS BUILDING IS OCCUPIED. LETTERS SHALL BE 1" TALL & MOUNTED ON A CONTRASTING BACKGROUND. 10. DOOR AND GATE CLOSERS SHALL ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS. CBC 11B-404.2.8.1. 11. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED TO A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARD CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10"H SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED ON THE PUSH SIDE OF THE DOOR AND WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARD CONDITION. 12. DOORS SHALL BE RODENT PROOF WITH DOORS CLOSE FITTING WITH NO OPENING GREATER THAN 1/4" WHEN CLOSED. 13. DOOR WAYS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 32" WHEN THE DOOR IS OPEN 90 DEGREES MEASURED FROM THE FACE OF THE DOOR AND THE OPPOSITE. STOP. 1/2" MAXIMUM THRESHOLD HEIGHT AT ALL DOORS. 14. ALL DOORS TO BE EQUIPPED WITH SINGLE EFFORT, NON—GRASP HARDWARE CENTERED BETWEEN 34" MIN AND 44" MAX A.F.F. PER CBC 11B-404.2.7. RESPONSIBILITY SCHEDULE ITEM NOT APPLICABLE EXG BY LANDLORD SUPPLIED BY TENANT I INSTALLED BY TENANT I SUPPLIED BY GC INSTALLED BY GC PLUMBING 1" MIN COLD WATER STUB -IN \ 4" MIN WASTE LINE, STUB—IN \ SANITARY VENT PER CODE ) FLOOR DRAINS/SINKS/CLEANOUTS \} UNDERSLAB WASTE PIPING WATER HEATER AND PLATFORM // / CONCRETE WORK / DID TRENCH, FILL TRENCH AND REPAIR FLOOR / / ELECTRIC EMPTY CONDUIT FROM LANDLORD SERVICE ROOM TO TENANT PREMISES / FEEDER WIRE FROM LANDLORD ELECTRICAL ROOM TO TENANT PREMISES / DISCONNECT/STEP DOWN TRANSFORMER SIZED FOR TENANT REQUIREMENTS 0 / PANELBOARD DOOR TYPE B SCALE: 1/0 = 1'-0" GENERAL NOTES 1. ALL HARDWARE SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 2. ALL HARDWARE FINISHES SHALL BE US26D, UNLESS NOTED OTHERWISE. 3. ALL DOORS TO BE KEYED ALIKE. 4. HOLLOW METAL FRAMES SHALL BE 16 GA. STEEL. 5. ALL DOORS SHALL HAVE ADA APPROVED TYPE HARDWARE (VERIFY IN FIELD) 6. EXIT HARDWARE SHALL COMPLY WITH ALL APPLICABLE CODES. 7. ALL GLAZING IN DOORS, AND WITHIN A 24" ARC OF THE SIDES OF EGRESS DOORS SHALL BE OF AN APPROVED SAFETY TYPE. (VERIFY IN FIELD). 8. PAINT HOLLOW METAL FRAMES & DOORS WHERE SCHEDULED W/ 2 FINISH COATS OF HIGH—GLOSS ACRYLIC ENAMEL. SEE ELEVATIONS & FINISH SCHEDULE. 9. PROVIDE SIGNS ® EXISTING EXIT DOORS TO READ, "THIS EXIT MUST REMAIN UNLOCKED WHEN THIS BUILDING IS OCCUPIED. LETTERS SHALL BE 1" TALL & MOUNTED ON A CONTRASTING BACKGROUND. 10. DOOR AND GATE CLOSERS SHALL ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS. CBC 11B-404.2.8.1. 11. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED TO A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARD CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10"H SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED ON THE PUSH SIDE OF THE DOOR AND WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARD CONDITION. 12. DOORS SHALL BE RODENT PROOF WITH DOORS CLOSE FITTING WITH NO OPENING GREATER THAN 1/4" WHEN CLOSED. 13. DOOR WAYS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 32" WHEN THE DOOR IS OPEN 90 DEGREES MEASURED FROM THE FACE OF THE DOOR AND THE OPPOSITE. STOP. 1/2" MAXIMUM THRESHOLD HEIGHT AT ALL DOORS. 14. ALL DOORS TO BE EQUIPPED WITH SINGLE EFFORT, NON—GRASP HARDWARE CENTERED BETWEEN 34" MIN AND 44" MAX A.F.F. PER CBC 11B-404.2.7. RESPONSIBILITY SCHEDULE ITEM NOT APPLICABLE EXG BY LANDLORD SUPPLIED BY TENANT I INSTALLED BY TENANT I SUPPLIED BY GC INSTALLED BY GC PLUMBING 1" MIN COLD WATER STUB -IN 4" MIN WASTE LINE, STUB—IN SANITARY VENT PER CODE FLOOR DRAINS/SINKS/CLEANOUTS UNDERSLAB WASTE PIPING WATER HEATER AND PLATFORM CONCRETE WORK DID TRENCH, FILL TRENCH AND REPAIR FLOOR ELECTRIC EMPTY CONDUIT FROM LANDLORD SERVICE ROOM TO TENANT PREMISES FEEDER WIRE FROM LANDLORD ELECTRICAL ROOM TO TENANT PREMISES DISCONNECT/STEP DOWN TRANSFORMER SIZED FOR TENANT REQUIREMENTS 0 PANELBOARD 0 0 TELEPHONE AND DATA EMPTY CONDUIT WITH PULL STRING FOR TELEPHONE FINAL CONNECTION WITH TELEPHONE COMPANY DIGITAL MENUBOARD CAT5 LINES, ELECTRICAL BOXES TENANT EQUIPMENT INSTALLATION OF TENANT EQUIPMENT, FINAL PLUMBING AND ELECTRICAL CONNECTIONS, SHELVING (HANGING AND WALL). INCLUDING ALL REFRIGERATION, BAKING EQUIPMENT, SINKS, AND SHELVING FLOORING PATCH AND REPAIR MALL FLOORING AND GROUT AS REQUIRED WATERPROOFING 0 0 BARRICADE FIRE PROTECTION/FIRE ALARM HVAC FINISHED CEILING MILLWORK CUSTOM MILLWORK SIGNAGE INSTALL AND MAKE FINAL ELECTRIC CONNECTION LIGHTING ALL APPLICABLE LIGHTING PARTITIONS INSTALLATION OF INTERIOR PARTITIONS INSTALLATION OF EXTERIOR PARTITIONS, ENTRY DOORS TO SPACE, ETC. EXPANSION JOINTS EXG/NEW EXPANSION JOINTS, INSTALLED OR REPAIRED MENUBOARD INSTALL INSTALLATION AND CONNECTION OF MENUBOARD ART WORK INSTALLATION OF ART WORK, GRAPHICS, ETC. RESPONSIBILITY SCHEDULE NOTE 'RESPONSIBILITY SCHEDULE' IS INTENDED TO BE A GUIDE ONLY & IS NOT ALL—INCLUSIVE AND IS TO BE USED IN CONJUNCTION WITH DRAWINGS AND SPECIFICATIONS. ALL PERSONS BIDDING WORK OR CONTRACTED FOR WORK ARE TO REVIEW THESE DOCUMENTS, THE LANDLORD CRITERIA, AND THE EXECUTED LEASE AGREEMENT, IN THEIR ENTIRETY. GC F/I & COORDINATE ALL ITEMS NOT INDICATED. a PE° Ir :v ED FOR Or COMPV\N Em i Pc JAN 3 0 20113 BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 REGIS -FEUD A:ITECT BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: DOOR AND RESPONSIBILITY SCHEDULE REVISIONS: NO: DATE: BY: n 11.15.17 PERMIT SET RECEIVED CITY OF TUKWILA P ERMIT CENTER PROJECT NO: 17089.001 DRAWN BY: SKJ G2 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 thuffer - 1/22/2018 ADJACENT TENANT DES< Q J NEW 0 RELO. 18" Ci) 0 MIN 0 0 0 BACK OF HOUSE CT -1 BT -1 G-1 0000 41:4 0 p6 -F 0 1 <cl .6) • P LI GN AI"_ \ .._ li. VI, 1 I dr" .4i'' Nis. 05' 15'-1" 2'-7 1/2" 12'-4" ( 100 ) CO Vv 36 s CO 30 ADJACENT TENANT 3'-10t 3/4" 0 ABOVE MIS 1 /////////// CORRIDOR 37'-6" A 22'-0" 2A 1 }�Y }_T 4�. v 1 v v 3'-0" ---+- _---ny, Ir 1 ler AO 2'-8" AD FRONT OF HOUSE CT -2 BT -1 G-1 0000 3'-2" LEASE LINE MALL CONCOURSE FLOOR/FINISH PLAN SCALE: 1/2" = 1'-0" 3 5/8" OR 6" STUDS. FOR STUD SPACING SEE SCHEDULE FOR ADD'L INFO. EXG OR NEW CONC SLAB. SEE SHEET Al. EXG MTL DECK. VERIFY EXACT CONDITIONS IN FIELD. CONNECTION AT SLAB SCALE 3" = 1'-0" NORTH BRIDGING PER STUD MANUFACTURER RECOMMENDATIONS 5/8" TYPE "X" GYP BD. 20 GA CHANNEL SHAPED GALV STEEL RUNNER WITH 1" MIN LEGS, ATTACHED TO FLOOR WITH FASTENERS ® 24" OC MAX PER U.L. #U419. EXTEND GYP BD TO DECK WHERE REQUIRED. 362S162-43 STUD :1 (� 4'-0" OC. AFFIX, TO TOP 3" OF Z—PURLIN WITH 1-1/2"X3"X16 GA. CLIP ANGLE AND 3#10 SELF TAPPING SCREWS THROUGH EACH LEG OF CLIP ANGLE AT EACH END OF STUD. 20 GA 2" DEEP SLIP TRACK W/ 1" MIN OVERLAP. (1) #10 TEK SCREW ® EA STRAP BRACING. (VERIFY EXACT CONDITION ® 48" OC.) CONTINUOUS 3 5/8" X 20 GA TOP TRACK. MINIMUM OF 2" TRACK DEPTH. UNISTRUT P5000 HS TO BE USED MID SPAN OF MTL STUD TO ACT AS STIFFENER. 1" GAP BETWEEN INNER AND OUTER TRACKS TO ACCOMMODATE 30 PSF SNOW LOAD DEFLECTION OF ROOF FRAMING SEE DETAIL 4/A1 FOR DIAGONAL BRACING WHERE REQUIRED. SEE DETAIL 2/A1 FOR CONNECTION AT SLAB. INT PTN AT DECK CONNECTION SCALE 1 1/2" = 1'-0" EXG ROOF STRUCTURE, VERIFY EXACT CONDITIONS IN FIELD. EXG MTL DECK. VERIFY EXACT CONDITIONS IN FIELD. 362S162-43 STUD ® 4'-0" OC. AFFIX TO TOP 3" OF Z—PURLIN WITH 1-1/2"X3"X16 GA. CLIP ANGLE AND 3#10 SELF TAPPING SCREWS THROUGH EACH LEG OF CLIP ANGLE AT EACH END OF STUD. 362S162-33 STUD DIAGONAL BRACING ATTACHED TO METAL STUD WITH 3#10 SELF TAPPING SCREWS. EXG ROOF STRUCTURE, VERIFY EXACT CONDITIONS IN FIELD. DIAGONAL BRACING CONNECTION SCALE 1 1/2" = 1'-0" SEE DETAIL 2/A1 FOR CONNECTION AT SLAB. REVIEWED FOR 'CODE COMPLIANCE APPROVED JAN 3 0 MB City of Tu'an°Ils: 4..1'77eJ t 1 FLOOR/FINISH PLAN KEY NOTES OEXG STRUCTURE TO REMAIN. PATCH/REPAIR AS REQUIRED. PREPARE FOR NEW FINSIHES. 12 I RELOCATED ELECTRICAL PANEL. SEE ELECTRICAL SHEETS FOR MORE INFO. 1 3 1 GC TO VERIFY WITH CINNABON AND TENANT TO ASSURE ENOUGH CLEARANCE ��..��'' FOR EQUIPMENT. 1 4 1 REFER TO ELEVATIONS AND DETAILS FOR WALL FINISH INFORMATION — SEE 1 SHEET A5.2 FOR WALL FINISH DETAILS. () DIGITAL MENU BOARDS ABOVE. 6 ART PACK— SEE ELEVATIONS. 7 PROVIDE WATERPROOF MEMBRANE AT NEW FLOOR, NEW FLOOR MUST PASS WATER PROOFING TEST. 8 FLOOR TRANSITION LINE TO CHANGE TILE TYPE. 9 PROVIDE (1) 2A, 10BC MINIMUM RATED FIRE EXTINGUISHERS AT LOCATIONS SHOWN ON PLAN OR AS DIRECTED BY LOCAL FIRE MARSHAL. MINIMUM CODE REQ IS W/IN 75'-0" TRAVEL DISTANCE FROM ANY AREA. STUD SPACING SCHEDULE WALL HEIGHT STUD SPEC STUD SPACING 0'-0" TO 10'-10" 362S125-18 (25 GA) 1'-4" 10'-10" TO 12'-5" 362S125-33 (20 GA) 2'-0" 12'-5" TO 13'-6" 362S125-33 (20 GA) 1'-4" 13'-6" TO 15'-6" 362S125-33 (20 GA) 1'-0" 15'-6" TO 16'-11" 362S125-33 (20 GA) 1'-0" 16'-11" TO 19'-8" 362S125-54 (16 GA) 1'-0" 19'-8" TO 26'-7" 600S162-54 (16 GA) 1'-4" PARTITION SCHEDULE SYMBOL PLAN DESCRIPTION REMARKS 'BENJAMIN MOORE' ECO. SPEC. OXFORD WHITE 869 — SATIN FINISH AT WALLS AND CEILINGS, GLOSS FINISH AT DOORS/FRAMES. USE GLIDDEN PROFESSIONAL PRIMER GRIPPER INT/EXT PRIMER 3210-1200 P-1 RECEIVED SURFACES EXG DEMISING WALL TO REMAIN. REPAIR GYP BD AS REQ. PREPARE FOR NEW FINISHES. FIBER REINFORCED PANEL 'MARLITE' P-1-100—FR, WHITE WITH PEBBLE FINISH [MICHAEL HAVRILLA 404-591-1234] FRP-1 C PL -1 j� PL -2 3-5/8" METAL STUDS W/ 5/8" GYP BD TYPE "X" ON BOTH SIDES TO 6" ABOVE CEILING. PROVIDE WATER RESISTANT GYP BD AT ALL WET LOCATIONS & ALL TILE FINISH WALLS. 'WILSONART' PLASTIC LAMINATE, NATURAL RECON, 7996-38 PL -3 'DUPONT' CORIAN, GLACIER WHITE, 1/2" THICK [RANDY HOUSTON 912-927-1853] SS -1 'DUPONT' ZODIAQ, COARSE CARRARA, 3CM, [RANDY HOUSTON 912-927-1853] 3-5 8 METAL STUDS W 5 8 GYP BD TYPE X ON BOTH SIDES TO 6" ABOVE COUNTERTOP. PROVIDE WATER RESISTANT GYP BD AT ALL WET LOCATIONS & ALL TILE FINISH WALLS. _% .- 1;- 'SCHLUTER' RONDEC, METAL TRIM #RO 80 ACG [SPECIALTY TILE] 2A �I I J SPECIALTY TILE 'AMERICAN OLEAN' URBAN CANVAS, CERAMIC TILE 4-1/4" X 12-3/4", ICE WHITE #0025, SUBWAY PATTERN [JASON WEEKS, SPECIALTY TILE 770-246-9224] 6" METAL STUDS W/ 5/8" GYP BD TYPE "X" AT ONE SIDE TO 6" ABOVE CEILING. PROVIDE WATER RESISTANT GYP BD AT ALL WET LOCATIONS & ALL TILE FINISH WALLS. 7— 7 WHITE OAK WOOD PLANK TRIM, 1/2"X8"X72" [BRIAN RICHARDS 925-476-5043] n WG -1 FLOORS/BASE 8' METAL STUDS W/ 5/8" GYP BD TYPE "X" ON BOTH SIDES TO 6" ABOVE CEILING. PROVIDE WATER RESISTANT GYP BD AT ALL WET LOCATIONS & ALL TILE FINISH COVE BASE QUARRY TILE, Q-3565 QUARRY COVE, FAWN GRAY Q06, 5"X6"X1/2", QUARRY COVE ROUND TOP [JASON WEEKS, SPECIALTY TILE 678-687-7802] BT -1 — STAINLESS STEEL BASE, 'DIAMOND LIFE BASE MOLDING' #4 STAINLESS STEEL 11 GAUGE, 6" X LENGTH X 1/8" THICK OR EQUAL PERFORMED OUTSIDE/INSIDE CORNERS BT -2 4A QUARRY TILE, Q-3565 QUARRY COVE, FAWN GRAY Q06, 6"X6"X1/2", QUARRY COVE ROUND TOP [JASON WEEKS, SPECIALTY 11LE 678-687-7802] = 6" METAL STUDS W/ 5/8" GYP BD TYPE "X" AT ONE SIDE TO 6" ABOVE MALL CEILING. PROVIDE VIDE WATER RESISTANT GYP BD AT ALL WET LOCATIONS & ALL TILE FINISH WALLS. / CT -2 Jr.d. 3-5/8" METAL STUDS W/ 5/8" GYP BD TYPE "X" ON ONE SIDE TO 6" ABOVE MALL CEILING. PROVIDE WATER RESISTANT GYP BD AT ALL WET LOCATIONS &ALL E FINISH WALLS. / / I I NOTES: 1. CONTROL JOINTS CO 30'-0" 0.C. OR AS REQ'D AT GYP BD ASSEMBLIES. 2. ALL GYP BD TO BE TAPED, SPACKLED THREE (3) COATS, AND PRIMED FOR FINISH. 3. BOTTOM PLATE OF ALL INTERIOR PARTITIONS TO BE ATTACHED TO FLOOR WITH 'HILT!' X—U POWER DRIVEN FASTENERS (ICC—ES #ERS -2269). 4. DRYWALL SCREWS TO BE 'GRABBER' ICC ER -5280. 5. . PLYWOOD SHALL BE F.R.T APA RATED TYPE. FINISH SCHEDULE SYMBOL I DESCRIPTION [VENDOR, IF APPLICABLE, IN BRACKETS] PAINT 1.9.18 PERMIT 'BENJAMIN MOORE' ECO. SPEC. OXFORD WHITE 869 — SATIN FINISH AT WALLS AND CEILINGS, GLOSS FINISH AT DOORS/FRAMES. USE GLIDDEN PROFESSIONAL PRIMER GRIPPER INT/EXT PRIMER 3210-1200 P-1 RECEIVED SURFACES FIBER REINFORCED PANEL 'MARLITE' P-1-100—FR, WHITE WITH PEBBLE FINISH [MICHAEL HAVRILLA 404-591-1234] FRP-1 PL -1 'WILSONART' PLASTIC LAMINATE, LINEN D427-60, MATTE FINISH PL -2 'WILSONART' PLASTIC LAMINATE, CINNABON TEAL PATTERN, Z1864-60 'WILSONART' PLASTIC LAMINATE, NATURAL RECON, 7996-38 PL -3 'DUPONT' CORIAN, GLACIER WHITE, 1/2" THICK [RANDY HOUSTON 912-927-1853] SS -1 'DUPONT' ZODIAQ, COARSE CARRARA, 3CM, [RANDY HOUSTON 912-927-1853] SS -2 'SCHLUTER' RONDEC, METAL TRIM #RO 80 ACG [SPECIALTY TILE] TR -1 SPECIALTY TILE 'AMERICAN OLEAN' URBAN CANVAS, CERAMIC TILE 2-1/8" X 8-1/2", ICE WHITE #0025, HERRINGBONE PATTERN [JASON WEEKS, SPECIALTY TILE 770-246-9224] TW -1 SPECIALTY TILE 'AMERICAN OLEAN' URBAN CANVAS, CERAMIC TILE 4-1/4" X 12-3/4", ICE WHITE #0025, SUBWAY PATTERN [JASON WEEKS, SPECIALTY TILE 770-246-9224] TW -2 WD -1 WHITE OAK WOOD PLANK TRIM, 1/2"X8"X72" [BRIAN RICHARDS 925-476-5043] VINYL WALL GRAPHIC, HERRINGBONE PATTERN TO RESEMBLE TILE [LUCY WEYNARD 404-705-4451] WG -1 FLOORS/BASE COVE BASE QUARRY TILE, Q-3565 QUARRY COVE, FAWN GRAY Q06, 5"X6"X1/2", QUARRY COVE ROUND TOP [JASON WEEKS, SPECIALTY TILE 678-687-7802] BT -1 STAINLESS STEEL BASE, 'DIAMOND LIFE BASE MOLDING' #4 STAINLESS STEEL 11 GAUGE, 6" X LENGTH X 1/8" THICK OR EQUAL PERFORMED OUTSIDE/INSIDE CORNERS BT -2 QUARRY TILE, Q-3565 QUARRY COVE, FAWN GRAY Q06, 6"X6"X1/2", QUARRY COVE ROUND TOP [JASON WEEKS, SPECIALTY 11LE 678-687-7802] CT -1 PORCELAIN TILE, 'WESTWOOD' MAPLE, 6"X36"X3/8", IN RUNNING BOND PATTERN [JASON WEEKS, SPECIALTY TILE 678-687-7802] CT -2 FLOOR GROUT: 'MAPEI' GROUT, KERAPDXY #05 CHAMOIS, 1/16" THICK [JASON WEEKS, SPECIALTY TILE 678-687-7802] G-1 WALL GROUT: 'MAPEI' GROUT, KERAPDXY #38 AVALANCHE, 1/16" THICK [JASON WEEKS, SPECIALTY TILE 678-687-7802] G-2 NOTE: FINISHES TO HAVE A MINIMUM FLAME SPREAD OF CLASS C, MAXIMUM SMOKE OF 450. TO HAVE 3" MIN. RADIUS COVING. TILE SHALL BE CLEANED AND ACID WASHED BY GC. MITER ALL INSIDE CORNERS BASE AT 45 DEGREES. PROVIDE BULLNOSE TILE ON ALL OUTSIDE CORNERS OR CORNERS. MEMBRANE SHALL BE INSTALLED UNDER FLOOR MATERIALS IN ALL LOCATIONS FIRST FLOOR OR WHERE DICTATED BY MALL DESIGN CRITERIA. SHALL NOT EXCEED 1/16" IN WIDTH. ALL GROUT SHALL COMPLY WITH ANSI A118.6 IN ACCORDA ITH Al A10 BLOCKING USED WITHI T C L BE STAe`°El ATE«' 1. INTERIOR DENSITY 2. ALL BASE 3. ALL FLOOR OF TILE EXPOSED 4. WATERPROOF ABOVE 5. GROUT WITH INSTALLATION 6. ALL WOOD BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 RE ISTERED wiromot) ., TECT ; UCE M. CARLSON STATE OF WASHINGTON RUCE M. CARLSON, ARCHITECT 11-15-17 ATE ISSUED 0005449 G. NO. WESTFIELD SOUTHCENTER 985 OUTHCENTER MALL TUKWILA, WA 98188 IN -LINE STORE DESIGN SH FL EET TITLE: OOR / FINISH PLAN RE NO VISIONS: . DATE: BY: A 11.15.17 PERMIT SET A 1.9.18 PERMIT RECHECI RECEIVED CITY OF TL KWILA JAN 2 4 2018 PERMIT CE NTCR PRO DRA JECT NO: 17089.001 WN BY: EBC/SKJ Al GUT BRUCE M. CARLSON ARCHITECT, PLLC 2017 I II 11 Ia. 111 II 1{ 1 .11 11 11 1 O� PERMIT SET A 12.X.17 PERMIT RECHECI RECEIVED CITY OF TJKWILA JAN 2 II 2018 PERMIT CENTER ' ss -1 II \\ II" II 2oo N II SS -1 :RTOP JON l ` ;\..© _ 4-34" 2'-2 3/4" — = ='7 _ _. I �� 0 e I 11 _ 11 1 _J D P Ir� 1 r / Ali 1 / e III 111 _ _ { - .II , i I N N I ''J I SS -1 a3, i I #30" 1 - \----\-I ,�- w,.4. air O \ I I v11— iv `- 111 ss -11 5 A6 — __11+34'1 SS -2 '— _ I L _ I -34" I I " \`\\\\ , 2'-8" 3'-2" 3,-0„ BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thufferOcmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 RFGISTE',ED '' 430 OrEcT z Q: \CINNABON\FRANCHISEE\17089.001 (Westfield South Center) Seattle, WA\Drawings\Work in Progress\17089.001 A2 COUNTER.dwg RULE M. C LSON STATE OF WASHINGTON UCE M. CARLSON, ARCHITECT 11-15-17 TE ISSUED 0005449 G. NO. REVIEWED FOR CODE COMPLIANCE APPROVE VE JAN 30Zi110 City ©r Tutvvila Y WESTFIELD SOUTHCENTER 985 UTHCENTER MALL TUKWILA, WA 98188 LINE STORE DESIGN ET TITLE: UNTER PLAN COUNTER AND SUBSTRATE BY MILLWORK VENDOR. DO NOT ALIGN SUBSTRATE AND FINISH MATERIAL SEAMS. ALL SPLICES TO OCCUR OVER A LEG SUPPORT. © 6" SPLASH GUARDS BY MILLWORK VENDOR, FINISH TO MATCH ADJ COUNTER © CORNER GUARDS ON EDGE OF MILLWORK EXPOSED TO WALK AREAS O4 2" HOLE AND GROMMET TO MATCH COUNTER ISIONS: DATE: BY: A 11.15.17 PERMIT SET A 12.X.17 PERMIT RECHECI RECEIVED CITY OF TJKWILA JAN 2 II 2018 PERMIT CENTER VERIFY COUNTER OPENING WITH EQUIPMENT CT NO: BY: A2 17089.001 EBC T BRUCE M. CARLSON ARCHITECT, PITC 2017 BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY H U FFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: /////////////m///////, REVIEWEDREV1EWFD FOR CODE COMPLIANCE APP ROVED BRUCE M. ARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: EQUIPMENT AND EGRESS PLAN REVISIONS: NO: DATE: BY: PERMIT SET A 11.15.17 RECEI Fn CITY OF TU KWILA JAN 2 t 2018 PERMIT C E NTER PROJECT NO: 17089.001 DRAWN BY: EBC/SKJ A3 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 REVISIONS: NO: DATE: 0 N N 1 thuffer — 1/22/2018 VENDOR CONTACT LIST ITEM COMPANY NAME CONTACT PHONE EMAIL BARRICADES CENTERSTAGE PRODUCTIONS GERRITT SMITH 937-536-1275 gsmith®cspdisplay.com BARRICADE GRAPHICS CINNABON LUCY WEYAND 404-558-2070 Iweyand@cinnabon.com CHEMICALS ECOLAB CHRIS MARSH 727-242-3758 chris.marsh©ecolab.com CO2 NUCO2 KEVIN THORNE 800-472-2855 x3388 kthorne@nuco2.com COKE COCA—COLA RAUL GUERRA 404-887-4095 rauguerra@coca—cola.com COUNTER TOPS DUPONT RANDY HOUSTON 912-927-1853 randy.houston@dupont.com CREDIT CARD PROCESSING FIRST DATA OCTAVIA JUSTICE 770-618-6672 octaviam.justice©firstdata.com EQUIPMENT—CARVEL ELECTROFREEZE JOHN AGLIATO 516-816-2010 johna@efdist.com EQUIPMENT—CINNABON TRIMARK JUNE RANDELL 336-837-1156 jrandall®trimarkusa.com GIFT CARDS FIRST DATA OCTAVIA JUSTICE 770-618-6672 octavia.justice@firstdata.com LIGHT BOX (KIOSK) ROSE DISPLAYS DEAN RUBIN 978-219-8148 d©rosedisplays.com LIGHTING PACKAGE CREE LIGHTING MIKE KREINER 262-504-5037 mike_kreiner©cree.com LIGHTING PACKAGE . WINKLE LIGHTING NEALE BOOTH 330-747-3801 neale.booth©winkle.com MENU BOARDS WAND HAILEY BONER 952-279-2356 hailey.boner©wandcorp.com PAYROLL SERVICES ADP ERICA PORTELL 770-226-6591 erica_portell©adp.com PL -2 TEAL LAMINATE WILSONART PATTY GOFFE 678-296-7271 goffep©wilsonart.com POS FOCUS BRANDS SHARITA GALLOWAY 678-690-5406 sgalloway©focusbrands.com POS REVEL COLLEEN DOYLE — colleen.doyle©revelsystems.com PRODUCT DISTRIBUTION SMS CHRISTI LORD 678-218-4859 clord©smscooperative.com SIGNAGE PARISH SIGNS CORTNEY HENDRIX 910-875-1621 cortney©parishsigns.com SIGNAGE TUBE ART COLLEEN MURPHY 206-223-1122 cinnabon@tubeart.com SMALL WARES WASSERSTROM PAT ADAMS 614-737-8317 patadams@wasserstrom.com SODA COCA—COLA ELIZABETH JONES 404-887-4157 eliz—jones©coca—cola.com STORE FRONT SIGNAGE PARISH SIGNS COURTNEY HENDRIX 910-875-1621 courtney©parishsigns.com TILE SPECIALTY TILE JASON WEEKS 678-687-7802 jweeks©specialtytile.com UNIFORMS CSE — — www.cinnabonstore.com WALL GRAPHICS SPRING LAKE STATION LISA MULLAY 253-395-2715 I.mullay@springlakestation.com CINNABON EQUIPMENT SCHEDULE MARK QTY DESCRIPTION MFG MODEL # HOT COLD WASTE VOLTS COMMENTS SUPPLIED BY INSTALLED BY B10-01 1 'CONVECTION OVEN, ELECTRIC TWO DECK LANG ECOF—C—CN — — — 208 WALL VINYL ES GC B12 2 MOBILE PROOFER CABINET FWE PHU-12—CIN120 — — — 120 ES GC B15 1 MICROWAVE AMANA LD1OMP (1000 WATTS) — — — 120 NO TURNTABLE ES GC B21 1 DOUGH SHEETER SOMERSET IND CDR -500 _ — — 115 ES GC B22 1 INGREDIENT BIN RUBBERMAID 360088 WHT — — — — ES GC B23 1 UNDER COUNTER PAN RACK KELMAX ACHR1418—MOD — — — — ES GC B30 -60H 1 FLOOR MOUNTED MIXER HOBART HL600+BUILDUP — — — 240 ES GC B40-48 1 HEATED SHELF, FREE STANDING HATCO GRS-48-12—CBN — — — 120 ORDER W/ TRIMARK ES GC B51-03 1 CONDIMENT HOLDER COUNTERTOP CAMBRO (4) 44CW — — — — ORDER W/ TRIMARK ES GC B66-03 1 DISPENSER, REFRIGERATED BEVERAGE, THREE 5—GALLON BOWL MOCHALATTA DISPENSER CRATHCO D35-3 — — — 115 ES GC B68—Q 2 BLENDER, BLENDED DRINK PROGRAM W/(2) CONTAINERS BLENDTEC CA1-31Q—CINNAB — — — 120 ES GC B69 1 RAPID RINSE STATION BLENDTEC 1/4" 3/4" — ES GC 895-03 1 LID DISPENSER COUNTER TOP SAN JAMAR L1022 — — — — ES GC C21-01 1 COFFEE BREWER, SINGLE WITH PORTABLE SERVER BUNN—O—MATIC 23050.0007 — 1/4" — 120 ES GC J10TR 1 REACH—IN REFRIGERATOR, 1—DOOR UPRIGHT (W/6" CASTERS) TRAULSEN 010010 — — — 115 ES GC J1OTRSR 1 REACH—IN DOUGH REFRIGERATOR, 1—DOOR UPRIGHT (W/ 6" CASTERS) TRAULSEN CNIG-10010 — — — 115 ES GC J11TR 1 REACH—IN DOUGH REFRIGERATOR, 2—DOOR UPRIGHT (W/ 6" CASTERS) TRAULSEN G20010 — — — 115 ES GC J13HALT 1 WORKTOP REFRIGERATOR, 1—DOOR (W/MIGHTY MITE CASTERS) HOSHIZAKI CRMR27—W — — — 115 ES GC J14HALT 1 WORKTOP REFRIGERATOR, 2—DOOR (W/MIGHTY MITE CASTERS) HOSHIZAKI CRMR48—W — — — 115 ES GC J15HALT 1 PREP TOP REFRIGERATOR, 1—DOOR (W/MIGHTY MITE CASTERS) HOSHIZAKI CRMR27-8 — — — 115 ES GC J20TR 1 REACH—IN FREEZER, 1—DOOR UPRIGHT (W/6" CASTERS) INCLUDE 5 ADDITIONAL SHELVES PER DOOOR TRAULSEN 012010 — — — 115 OUTLET © 40" AFF ES GC J29-03 1 CHILLATTA CARPIGIANI HORECA GRANITIME 3 FAST FREEZE — — — 115 ES GC J30-36 1 MOBILE WORK TABLE, 36" LONG W/CASTERS SELCT STAENLESS 35UB-24 — — — — ES GC J41-1836 2 18" DEEP WALL MOUNTED SHELVING, 1—TIER, 36" LONG NEXEL WIRE (1) S18364EP, (2) AB18C — — — — ES GC J41-2418 2 18" DEEP UNDERCOUNTER SHELVING, 1—TIER (W/5" CASTERS) 24 LONG . NEXEL WIRE (1) S1824EP (4) P14EP, (4) CA5S4 — — — — ES GC J41-2430 2 18"� DEEP UNDERCOUNTER SHELVING, 1—TIER (W/5" CASTERS) 30 LONG NEXEL WIRE (4) P14EP, (4) CA5S4 — — — — ES GC J42-2448 5 24" DEEP FLOOR SHELVING, 4—TIER, 48" LONG NEXEL WIRE 24488EP — — — — ES GC J50-02 2 SINK, HAND, WALL MOUNT, W/FAUCET, 4" O.C. SELECT STAINLESS PL—SHS-1 1/2" 1/2" 1 1/2" — HAND SINK . ES GC J51-01 2 DISPENSER, HAND SOAP, WALL MOUNTED GOJO 9721 — — — — ES GC J51-02 2 DISPENSER, HAND TOWEL, WALL MOUNTED BOBRICK B-262 — — — — ES GC J52-01 1 SINK, 3—COMP., TWIST HANDLE LEVER DRAINS, (2) 18" DRAIN BOARDS (3) T&S BRASS B-3950 TWIST WASTE VALVES SELECT STAINLESS 381824-2D18 _ _ _ — . 8" O.C. HOLES MOUNTED CENTERED ON SPLASH ES GC J53-01 1 FOUCET, PRE—RINSE W/OVERHEAD SPRING ACTION GOOSENECK 8" CENTERS T&S BRASS B-0133-8 �, 1/2" �. 1/2" — — 8" O.C. WALL MOUNTED FAUCET & WALL BRACKET ES GC J53-02 1 FAUCET, ADD—ON TO PRE—RINSE UNIT FAUCET T&S BRASS B-0157 (18" NOZZLE) 1/2" 1/2" — — REQUIRES K20-1 ES GC J54-01 1 SINK, MOP ZURN Z-1996-24 — — - — ES GC J54-02 1 FAUCET, MOP SINK EXG SEE PLUMBING 3/4" 3/4" — - ES GC J60-02 1 UNDERCOUNTER ICE MAKER MANUTOWOC QM -45A — — — 115 USE 2" LEG ES GC J70-01 2 REGISTER, CASH, W/CASH DRAWER & RECEIPT PRINTER SEE OWNER CINNABON CUSTOM — — — 120 REFER TO VENDOR CONTACT LIST OWNER GC L30 4 DIGITAL MENU BOARD WAND AMTRAN 42 — — — 120 FP GC M-1 1 GRAB N GO OASIS C033R—UC — — — 110 UNDERCOUNTER HEIGHT ES GC WH1 1 WATER HEATER SEE PLUMBING SEE PLUMBING 3/4" 3/4" — 208 DRAIN TO MOP SINK ES GC PNL 2 ELECTRICAL PANEL RELOCATED/NEW SEE ELECTRICAL — — — — SEE ELECTRICAL GC GC BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY H U FFER thufferOcmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 REGI TEPID TECT BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: EQUIPMENT SCHEDULE REQ E E rD FOR ODSAPP€ 1 >1 E.�I/\NCt. OVED !JAN 3 0 2013 CINNABON ART PACK SCHEDULE QTY. TAG DESCRIPTION MATERIAL INDICATED SIZE WALL TYPE 1 WM-1M LOVE BAKED INTO EVERY BITE— SIZE MEDIUM WALL VINYL APPROXIMATE 4'-6"w x 3'-5"H PAINTED GYP. 1 WM-3M LIFE IS BETTER WITH HANDMADE TREATS— SIZE MEDIUM WALL VINYL APPROXIMATE 4'-6"w x 3'-5"H PAINTED GYP. 1 HBWV HERRINGBONE WALL VINYL (LINEAR FEET) WALL VINYL 36"H x 20'-0"L PAINTED GYP. POS SYSTEM REQUIREMENTS (ENGINEERS TO INCORPORATE INTO THEIR PLANS) G.C. TO INSTALL FOR EACH POS SYSTEM THERE NEEDS TO BE (2) TWO DATA CAT 5E LINES (1 FOR THE TERMINAL & 1 FOR THE CREDIT CARD MACHINE). THE CREDIT CARD MACHINES NEED TO HAVE A DEDICATED LINE TO -MEET PCI COMPLIANCE. ALSO, INCLUDE J—BOX WITHIN COUNTER WALL. FOR THE MANAGERS DESK — (1) ONE DATA CAT 5E LINE 'HONE LINES: (2) TWO LINES, (1) ONE FOR MANAGER'S DESK AND (1) ONE FOR THE FRONT COUNTER. AS A RESULT OF ALL THESE WIRES EACH BAKERY WILL NEED A (8) EIGHT PART 10/100 ETHERNET HUB BETWEEN THE POS AND THE DSL ROUTER. D IGITAL MENU BOARD REQUIREMENTS: PER BOARD EACH NEEDS 2 — 120 OUTLETS AND 1 DATA CONNECTION THAT RUNS DIRECTLY TO THE INTERNET. NOTE THAT IF THE STORE HAS 'DIRTY ELECTRICAL' THEY MAY NEED A LINE CONDITIONER. OWNER PURCHASES MENU BOARDS. G.C. PROVIDES AND INSTALLS THE UNISTRUT (RE: DIGITAL DISPLAY DETAILS FOR ADDITIONAL INFO) AND EXTRA. E MENS OARD n 11.15.17 1.X.18 P RECE CITYOF1 BY: PERMIT SET ERMIT RECHECK IVED UKW1LA JAN 2 4 2018 PERMIT C ENTER PROJECT NO: 17089.001 DRAWN BY: SKJ A3.1 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 Q: \CINNABON\FRANCHISEE\17089.001 (Westfield South Center) Seattle, WA\Drawings\Work in Progress \17089.001 A4 RCP.dwg BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: LOCATION OF BLADE SIGN, SEE 1/A5 FOR MORE INFO CEILING TYPE SCHEDULE SYMBOL DESCRIPTION SHEETROCK LAY—IN PANEL "USG" 3270, 2'X4' WHITE, WASHABLE SURFACE, PAINT GRID TO MATCH CL -1 5/8" GYP BD OVER 6" X 18 GA MTL STUDS (6005162-43) ® 16" O.C. PREPARE FOR FINISHES. HEIGHT PER PLAN. PAINT P-4. CL -2 "GOLD BOND" GYPSUM CEILING PANELS — "GRIDSTONE" #GB5045, 2'X4' CP -1 "GOLD BOND" GYPSUM CEILING PANELS — "GRIDSTONE" #GB5044, 2'X2' CP -2 . FIRE SPRINKLER DESIGN, IF REQ, SHALL BE CONDUCTED BY A STATE CERTIFIED DESIGNER. 5449 RE STEREO TELT 1140. tit00)) BRUCE M. CARLSON STATE OF WASHINGTON RUCE M. CARLSON, ARCHITECT ATE ISSUED . IT IS THE INTENT THAT SPRINKLER MAIN AND BRANCH LINES WILL NOT BE RELOCATED. SPRINKLER HEADS WILL NEED TO BE (RE)LOCATED AS REQUIRED BY CHANGES IN THE CEILING/STORE DESIGN FROM THE CURRENT LAYOUT PER NFPA STANDARDS. REVIEWED FOR CODE COMPL LANCE JAN 3 0 2010 ,.y, �1t0'9 TyJc.wli n FIRE PROTECTION CONTRACTOR (SPRINKLER/ALARM) SHALL SUBMIT SHOP DRAWINGS TO LANDLORD AND ALL APPLICABLE CODE OFFICIALS AS REQ FOR APPROVAL/PERMITS. FIRE SPRINKLER CONTRACTOR SHALL USE THE CEILING PLAN FOR LAYOUT TO COORDINATE SPRINKLER HEAD LOCATIONS AND ALTERATIONS OF EXISTING SYSTEM TO AVOID CONFLICTS WITH EXISTING CONDITIONS OR MECHANICAL AND ELECTRICAL SYSTEMS. WHERE NEW HEADS ARE REQUIRED: • PROVIDE CONCEALED/FULLY—RECESSED HEADS W/ WHITE CONCEALER CAPS AT ALL GYP BD & ACT CEILING AREAS BELOW 8'-0" AFF. • PROVIDE SEMI—RECESSED HEAD AT ACT CEILINGS HIGHER THAN 8'-0" AFF. • PROVIDE UPTURNED HEADS AND EXTENSIONS AS NECESSARY AT CEILING LOCATIONS WHEN SPRINKLER MAIN AND BRANCH LINES ARE BELOW THE CEILING. • PROVIDE UPTURNED HEADS & EXTENSIONS AS NECESSARY AT OPEN—TO—STRUCTURE CONDITIONS. G. NO. 11-15-17 0005449 WESTFIELD SOUTHCENTER 985 OUTHCENTER MALL TUKWILA, WA 98188 'NORA' 6" LED DOWNLIGHT NRM-612LE1 -LINE STORE DESIGN EET TITLE: FLECTED CEILING PLAN VISIONS: ): DATE: A REFLECTED CEILING PLAN NOTES VERIFY HEIGHTS AND LOCATIONS OF EXISTING OVERHEAD OBSTRUCTIONS. NOTIFY ARCHITECT AND TENANT IMMEDIATELY OF ANY SUCH OBSTRUCTIONS THAT MAY INTERFERE WITH STORE DESIGN. PROVIDE CEILING ACCESS PANELS IN GYP BD CEILINGS AS REQUIRED BY ENGINEERS AND FOR ANY EXISTING LANDLORD EQUIPMENT. PAINT TO MATCH ADJACENT CEILING FINISH. PROVIDE ADEQUATE CLEARANCES FOR DUCTS & RELATED APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED HEIGHTS FOR CEILING SYSTEMS AND LIGHT FIXTURES ABOVE THE FINISHED FLOOR. EXIT SIGN & EMERGENCY LIGHT 'SIMKAR' 'PROGRESS LIGHTING' LED PENDANT LIGHT — MOUNT 6'-8" AFF TO BOTTOM OF PENDANT PROVIDE HANGER AND SAFETY WIRE FOR LIGHT FIXTURES, AND AIR SUPPLY/RETURN DIFFUSERS (AS REQUIRED PER LOCAL CODE). ALL CEILING HEIGHTS INDICATED ON PLANS ARE FROM T.O. FINISH FLOOR TO UNDERSIDE OF FINISH CEILING UON. ARCHITECTURAL DRAWINGS DETERMINE LUMINAIRE LOCATION AND OTHER ARCHITECTURAL ITEMS AND SUPERSEDE ALL OTHER CEILING APPURTENANCES, SUCH AS DIFFUSER LOCATIONS. 1. LIGHTING VENDOR OR ELECTRICIAN IS RESPONSIBLE FOR VERIFYING CORRECT NUMBER OF FIXTURES/LAMPS REQ. 2. ALL NEW LIGHTING IS SUPPLIED BY TENANT'S VENDOR AND INSTALLED BY GC, UON. 3. "N/L" INDICATES NIGHT LIGHT FIXTURES. 4. "R" INDICATES EXISTING LIGHT FIXTURES TO BE RELOCATED. 5. ALL STOREFRONT LIGHTS AND SIGNAGE ARE TO BE ON A 24—HR LANDLORD. 11.15.17 12.X.17 P RECEI CITY OF T JAN 2 BY: PERMIT SET ERMIT RECHECK VED UKWILA PERMIT C JECT NO: WN BY: 2018 ENTER A4 17089.001 EBC/SKJ GHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 thuffer — 1 /22/2018 Q: \CINNABON\FRANCHISEE\17089.001 (Westfield South Center) Seattle, WA\Drawings\Work in Progress \17089.001 A5 ELEV.dwg BLADE SIGN UNDER SEPARATE PERMIT. COORDINATE WITH LANDLORD —72" W SIGN, SHOWN FOR REFERENCE ONLY, SIGNAGE UNDER SEPARATE PERMIT + + + + + + + + + + + + + + BAKERY SEE A5.1 FOR DISPLAY, SEE WALL FINISHES A/6.1 FOR DETAILS CINNABON CEILING MOUNTED MENU, SEE 2/A5 NEW NEUTRAL PIER, - PAINT TO LANDLORD SPECIFICATIONS 1 /2" CLEAR ANODIZED ALUMINUM REVEAL PER LANDLORD SPECIFICATIONS UNISTRUT P5000 HS BRACE BOLTED TO CONTINUOUS UNISTRUT ® 6'-0" OC W/ UNISTRUT CHANNEL NUTS. CONTINUOUS UNISTRUT P5000 HS ON BOTTOM OF BAR JOISTS FIXED W/ UNISTRUT BEAM CLAMPS AT EA CHORD. PROVIDE 1 1/2" X 1 1/2" BLOCKING FOR PLYWOOD ATTACHMENT 01/2" THREADED ROD, TYP. 10" EXTENSION. PROVIDE UNISTRUT AND CEILING MOUNTING HARDWARE AS REQ. RECESSED 43" DIGITAL MENU BOARD (FINISH ALL EXPOSED SURFACES OF OPENING WITH WOOD LAMINATE INTERIOR RECESSED 43" DIGITAL MENU BOARD (FINISH ALL EXPOSED SURFACES OF OPENING WITH WOOD LAMINATE INTERIOR PL -3 PROVIDE DATA AND POWER RECESSED 43" DIGITAL MENU BOARD (FINISH ALL EXPOSED SURFACES OF OPENING WITH WOOD LAMINATE INTERIOR I VIE 4aD FOR CODE COMPLIANCE APPROVED JAN 3 0 2018 BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 look Ott BRUCE M. CARLSON STATE OF WASHINGTON RE STEF;ED li A TECT 44 BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: ELEVATIONS REVISIONS: NO: DATE: A 11.15.17 12.X.17 P C BY: PERMIT SET ERMIT RECHECK WILA RECEIVE TY or TUK JAN 2 2018 P ERMIT CEN TER PROJECT NO: 17089.001 DRAWN BY: EBC A5 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 0 1 ' 0 I CO BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 look Ott BRUCE M. CARLSON STATE OF WASHINGTON RE STEF;ED li A TECT 44 BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: ELEVATIONS REVISIONS: NO: DATE: A 11.15.17 12.X.17 P C BY: PERMIT SET ERMIT RECHECK WILA RECEIVE TY or TUK JAN 2 2018 P ERMIT CEN TER PROJECT NO: 17089.001 DRAWN BY: EBC A5 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 BAKERY DISPLAY, SEE A/6.1 FOR DETAILS SLIDING DOORS . r-- I'.ElfIE\'\t?5) FOR CODE ,a)VTI,I/NCE APOFS* "J 1 JAN 3 a 2018 I' BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thufferOcmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 REGISTERED .. ►�►HITECT �1 .r BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: ELEVATIONS FRONT OF HOUSE REVISIONS: NO: DATE: n 11.15.17 X.17 P BY: PERMIT SET ERMIT RECHECK RECEIV CITY OF TU JAN 2 I, ED KWILA 2018 PERMIT CE NTER PROJECT NO: 17089.001 DRAWN BY: SKJ A5.1 COPYRIGHT BRUCE W. CARLSON ARCHITECT, PLLC 2017 OPEN TO PREP AREA (J29 -o2) (C21-01) ISS -2 (B66-03) 000 SS -1 \TIT rg OJ U B68 -Q B68 -Q IF P I u 1 (J6o-02) BT -1 TYP FRP (J14HALT) INTERIOR ELEVATION - F.O.H SCALE 1/2" = 1'-0" OPEN TO PREP AREA SS— 2 ss -1 ( B21 ) CO FRP UNDER Trp COUNTER TRASH ( B23 ) BT -1 TYP INTERIOR ` ELEVATION - F.O.H SCALE 1/2" = 1'-0" rREVIEWED FOR CODE COMPLIANCE JAN 3 00 2010 BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 REGISTERED t�%..�jlIj1 . . B UCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: ELEVATIONS FRONT OF HOUSE REVISIONS: NO: DATE: BY: PERMIT SET n 11.15.17 RECCiV ITYOFTU JAN 2 4 ED KWILA 2018 DERMIT CE NTER PROJECT NO: 17089.001 DRAWN BY: SKJ A5.2 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLIC 2017 5 N mutter 1f2, Q: \CINNABON\FRANCH1SEE\17089.001 (Westfield South Center) Seattle, WA\Drawings\Work in Progresa\17-089:001 163 ELEV 130H.dwg AT DRIP RACKS PROVIDE 2 ROWS OF 2X4 MTL STUD HORIZONTAL BLOCKING IN WALL, ADD 1/2" PLYWOOD BACKING BEHIND GYP BD. TYP. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 RE STEREO TECT E\fIEV r<. D FOR OE COMPLIANCE Al l*R::'VE City of Tukwila a r M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: ELEVATIONS BACK OF HOUSE REVISIONS: NO: DATE: BY: n 11.15.17 PERMIT SET 1.X.18 PERMIT RECHECK RECEIVED CITY OF TUKWILA JAN Z1,2018 PERMIT CENTER PROJECT NO: 17089.001 DRAWN BY: SKJ A5.3 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 Q: \CINNABON\FRANCHISEE\17089.001 (Westfield South Center) Seattle, WA\Drawings\Work in Progress\17089.001 A6 DETL.dwg -1 1/2"X 1 1/2" ALUM FRAME —I FPR -1I FRP OVER 5/8" W.R. BOARD o SUBSTRATE I 1/2" CAP TO MATCH SS -1 MITERED AT CORNERS, TYP BOTH SIDES 1x1 CONTINUOUS BLOCKING, TYP BOTH SIDES SOFT CLOSE HINGE: #39800 3" PULLS: #814550 ALL HARDWARE SOURCED FROM www.hardwaresource.com AND IN NICKEL FINISH 1. ALL WOOD IS TO BE FIRE RETARDANT 2. SEE FINISH SCHEDULE FOR THICKNESS AND SPECIFICATIONS. 3. ALL CORIAN AND ZODIAQ EDGES ARE TO BE EASED. 4. PLYWOOD SEAMS AND FINISH SEAMS ARE NOT TO ALIGN. 5/8" TYPE "X" GYP BD, SEE SHEET Al FOR PARTITION TYPE 2 X 2 SQ. STAINLESS STEEL SUPPORT LEG WITH ADJUSTABLE FOOT SECURE TO GROUND SEE NOTE #3. CASEWORK VENDOR TO SECURE LEGS TO FLOOR ONCE MILLWORK AND EQUIPMENT IS SET BRIDGING PER STUD MANUFACTURER'S RECOMMENDATIONS 20 GA CHANNEL SHAPED GALV STEEL RUNNER WITH 1" MIN LEGS, ATTACHED TO FLOOR WITH FASTENERS ® 24" OC MAX PER U.L. #U419. :Z/ V 1'-10 1/2" c N 1'-9" °io / 1/4" X 1 1/2" X 1 1/2" ALUMINUM ANGLE SUPPORT FRAME 2 X 2 SQ. STAINLESS STEEL SUPPORT LEG WITH ADJUSTABLE FOOT © 36" O.C. MAX BY MILLWORK VENDOR TYP. OR SS— (SEE PLAN) 1/2" THICK W/ 3/4" MELAMINE SUBSTRATE 3/4" WHITE MELAMINE-' ADJ. SHELVES BACK VIEW D r//9///////////////////////////////////4 FRONT AND EDGES OF DOOR PANELS HINGE (3 PER DOOR) PL -3 FRONT FACE OVER 5/8" W.R. BOARD SUBSTRATE KNEE WALL AT BACK OF GRAB—IN—GO TO PROVIDE LOCATION FOR ELEC. GRAB—IN—GO, PROVIDE CUTOUT FOR CUSTOMER ACCESS TO GRAB—IN—GO PRODUCT REJIDAfED FOR CODE COMPLIANCE IANCE APaOu ED JAN 3 0 201B BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 RE • ISTEF;ED ITECT BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: MILLWORK DETAILS REVISIONS: NO: DATE: n 11.15.17 1.X.18 P BY: PERMIT SET ERMIT RECHECK CI RECEIVE TV. OF TUK D WII A JAN 2 ' 20 18 P ERMIT CEN T ER PROJECT NO: 17089.001 DRAWN BY: SKJ A6 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 r c N °io ,.O I PL -3 0 1/4" X 1 1/2" X 1 1/2" ALUMINUM ANGLE SUPPORT FRAME 2 X 2 SQ. STAINLESS STEEL SUPPORT LEG WITH ADJUSTABLE FOOT © 36" O.C. MAX BY MILLWORK VENDOR TYP. OR SS— (SEE PLAN) 1/2" THICK W/ 3/4" MELAMINE SUBSTRATE 3/4" WHITE MELAMINE-' ADJ. SHELVES BACK VIEW D r//9///////////////////////////////////4 FRONT AND EDGES OF DOOR PANELS HINGE (3 PER DOOR) PL -3 FRONT FACE OVER 5/8" W.R. BOARD SUBSTRATE KNEE WALL AT BACK OF GRAB—IN—GO TO PROVIDE LOCATION FOR ELEC. GRAB—IN—GO, PROVIDE CUTOUT FOR CUSTOMER ACCESS TO GRAB—IN—GO PRODUCT REJIDAfED FOR CODE COMPLIANCE IANCE APaOu ED JAN 3 0 201B BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 RE • ISTEF;ED ITECT BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA, WA 98188 IN-LINE STORE DESIGN SHEET TITLE: MILLWORK DETAILS REVISIONS: NO: DATE: n 11.15.17 1.X.18 P BY: PERMIT SET ERMIT RECHECK CI RECEIVE TV. OF TUK D WII A JAN 2 ' 20 18 P ERMIT CEN T ER PROJECT NO: 17089.001 DRAWN BY: SKJ A6 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 0 CN N N 4- 4- rn -v F W 0 Q: \CINNABON\FRANCHISEE\17089.001 (Westfield South Center) Seattle, WA\Drawings\Work in Progress\17089.001 A6.1 1 - 3/8" GLAZING SET ON COUNTER IN U -CHANNEL SOFT CLOSE HINGE: #39800 3" PULLS: #814550 ALL HARDWARE SOURCED FROM www.hardwaresource.com AND IN NICKEL FINISH 1. ALL WOOD IS TO BE FIRE RETARDANT 2. SEE FINISH SCHEDULE FOR THICKNESS AND SPECIFICATIONS. 3. ALL CORIAN AND ZODIAQ EDGES ARE TO BE EASED. 4. PLYWOOD SEAMS AND FINISH SEAMS ARE NOT TO ALIGN. SNEEZEGUARD STAINLESS STEEL CLAMP HARDWARE 3/8" CLEAR TEMPERED GLASS SNEEZE GUARD BEYOND REVEL/PAD SYSTEM (G.C. TO POWER UP HIGH AS REVEL HAS SHORT CORDS) GLASS TO SIT ON POS COUNTER IN U -CHANNEL r=--- ,r - --- 1 11 - 3/4" WHITE MELAMINE ADJ. SHELF J -BOX HUG SHROUD NON -ILLUMINATED CORIAN ART PACK SNEEZEGUARD STAINLESS STEEL CLAMP HARDWARE 36"X4"X 1" PLYWOOD HOT PLATE BUMPER PL -3 , SEE DETAIL THIS SHEET U CHANNEL 'CRL' MECH GLAZING CHANNEL - MGC38BBA 1/4" TH I N COUNTER OVER 3/4" PLYWOOD SUBSTRATE CINNABON LOGO 3/8" CLEAR TEMPERED GLASS SNEEZE GUARD 'CRL' MECH GLAZING CHANNEL - MGC38BBA 1/2" THICK SLIDING ACCESS DOORS SIDE OF POS CABINET ■�5 aE'; ira4 \; f P FOR cc C; MP IAs 10E PROVED JAN 3 () Z01fS HOT PLATE SECTION SCALE 1 1/2" = 1'-0" BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer®cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 5449 REGISTERED CT ))1�1t1��1AC-I ECT 'tL!;!RUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 11-15-17 DATE ISSUED 0005449 REG. NO. WESTFIELD SOUTHCENTER 985 SOUTHCENTER MALL TUKWILA,WA 98188 IN-LINE STORE DESIGN SHEET TITLE: MILLWORK DETAILS REVISIONS: NO: DATE: A 11.15.17 12.X.17 P CI RECEIVE TY OF TUK BY: PERMIT SET ERMIT RECHECK D WILA 18 TER JAN 2 4 2 P ERMIT CEN PROJECT NO: 17089.001 DRAWN BY: SKJ A6.1 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 A: \PROJECTS\3588 AUNTIE ANNES PROJECTS\3588.0097 Cinnabon — Seattle INA\3588.0097 MO.O.dwg GENERAL NOTES 1. Work to be accomplished on these Drawings and the accompanying specifications includes the furnishing of all labor, materials, equipment, and services necessary for the proper completion of all mechanical work. 2. Before submitting a proposal on the work contemplated on these drawings and accompanying specifications, each bidder shall examine the site, check as to the means of making connections to services, and shall become familiar with all the existing conditions and limitations. Mechanical equipment and systems shown as existing on the plans have been based on existing drawings. No extras will be allowed because of the contractor's misunderstanding as to the amount of work involved or his lack of knowledge of any site conditions which may affect his work. Any apparent variance of the plan or specification from existing conditions at the site shall be called to the attention of the Engineer during the bid period so clarification can be made by addendum. 3. Existence of any wires, conduits, pipes, ducts, or other facilities are shown in a general way only. It will be the duty of the contractor to visit the site and make exact determination of the existence of any such facilities prior to the submission of his bid. It is understood that he will be responsible for making the exact determination of the location and condition of such facilities. 4. All required fees, permits, and inspections shall be obtained and/or arranged for by the contractor under the section of the Specifications for which they are required. 5. Regular inspections shall be arranged by the contractor as required by any and all regulations. All charges from regulating agencies for inspections of installations or review of plans and Specifications shall be paid by the contractor. 6. Certificate of Final Inspection. Under each applicable section of the Specifications, contractor shall, upon completion of the work under that section, furnish a Certificate of Final Inspection to the Engineer from the inspection department having jurisdiction. 7. All materials and workmanship shall comply with all current and applicable codes, specifications, ordinances, laws, regulations, industry standards, and utility company regulations. 8. In case of difference among building codes, specifications, state laws, local ordinances, industry standards, and utility company regulations and the Contract Documents, the most stringent shall govern. Contractor shall promptly notify the Engineer in writing of any such difference. 9. All applicable federal, state, and local laws and ordinances shall be adhered to throughout the construction project. 10. Non -Compliance. Should the contractor perform any work that does not comply with the requirements of the applicable building codes, state laws, local ordinances, industry standards, and utility company regulations, he shall bear all costs arising to correct the deficiencies. 11. Contractor shall initiate, maintain, and supervise all safety pre -cautions required for his work, including regulations of the Occupational Safety and Health Administration (OSHA). 12. Drawings are to scale as noted, but the contractor shall refer to Architectural and Structural Drawings for exact location of partitions, walls, beams, shafts, equipment, etc. 13. Each trade shall obtain drawings and specifications of all other trades and coordinate his work with all other trades. 14. Drawings show the general arrangement of ductwork, piping, equipment, and appurtenances and shall be followed as closely as actual building construction and work of other trades will permit. Mechanical work shall conform to the requirements shown on all of the drawings. Architectural and Structural Drawings shall take precedence over Mechanical Drawings. Because of the small scale of the Mechanical Drawings, it is not possible to indicate all offsets, fittings, and accessories that may be required. 15. Discrepancies discovered before or after work has started shall be brought to the attention of the Engineer immediately, and the Engineer reserves the right to require minor changes in the work of any contractor to eliminate such discrepancies with no change in contract cost. 16. Plans and specifications are complementary, and what is called for in either one shall be as binding as if called for in both. 17. Where a disagreement exists between the plans and specifications, the item or arrangement of better quality, greater quality, or higher cost shall be included in the bid. 18. Access panels shall be furnished by the trade requiring them and delivered to the general contractor for installation. 19. All materials and equipment shall be stored in such a place and in such a manner that a minimum of congestion will result. the placing of such materials and equipment shall be subject to the approval of the owner. 20. Contractor shall thoroughly examine the existing building with regard to what temporary measures he must take in order to permit the owner to occupy specific areas of the building during the various construction phases. refer to architectural specification section for construction sequencing schedule. in general, systems must remain in use in those designated areas to permit the owner to function in a pre -construction manner. 21. Each contractor shall coordinate work with other trades in the installation of equipment, piping, conduit, and ductwork. 22. HVAC/sheet-metal contractor shall initiate the coordination process by providing reproducible plan drawings showing ductwork and equipment. 23. Drawings will be forwarded to the piping contractor and electrical contractor for inclusion of their systems work. 24. Contractors shall solve all coordination conflicts among themselves when possible. engineer will arbitrate when necessary, and his judgment will stand, with no additional cost to the owner. 25. Normal use of the facility shall not be disturbed, except within the immediate construction area. all walks, driveways, and entrances shall be kept clear and free of all contractor's equipment, material, and debris at all times. 26. Access panels shall be as manufactured by milcor, or approved equal, and of type the is compatible with construction and finish of the wall and/or ceiling 27. Each trade shall perform all cutting and patching necessary in order to perform the work, unless such work has been delegated to the general contractor/another trade. however, special permission shall be obtained from the engineer before cutting structural members or finished materials. all patching shall be performed in such manner as to leave no visible trace and to return the part affected to the condition of undisturbed work. patching work shall be performed by persons experienced, skilled, and licensed for the particular type of work involved. inferior work will not be accepted. all holes in masonry shall be drilled with rotary drills. impact tools shall not be used. 28. Each trade shall bear the expense of all cutting, patching, repairing, or replacing of the work of other trades required because of his fault, error, or tardiness of because of any damage done by him. 29. Each trade shall provide all holes and openings required for his work, unless such holes and openings are shown to be provided on the architectural or structural drawings. 30. Each trade shall remove existing work that is shown, specified, or obviously necessary for completion of his work. owner shall have the option of retaining any item or material removed under this contract. items or materials not retained by owner shall become the property of the trade and shall be removed from the premises. 31. Each trade shall periodically clear away all debris, surplus materials, etc., resulting from his work or operations, leaving the job and the equipment furnished under any or all contracts in a clean condition. 32. Each trade shall test the equipment provided and/or installed under the specification and shall demonstrate its proper operation to the owner's operating engineer. 33. Each trade shall furnish, without additional expense to the owner, the services of competent instructors, who will give full instruction in the care, adjustment, and operation and maintenance of all parts of the equipment to the owner's permanent employees who are to have charge of the equipment. 34. Each subcontractor shall be responsible for tested & rated fire stop systems for all thru-penetration of walls, floors & roof assemblies resulting from piping & other work under his contract. refer to specification section for fire stopping for requirements. 35. All wood nailers and other lumber which is installed in contact with metal, concrete, or masonry shall be pressure treated against decay (unless otherwise noted). 36. Provide only products from manufacturers with local representation that can provide complete coverage, service, parts and labor of their products in a timely manner. 37. Material exposed within return air plenum ceilings shall comply with IMC section 602.2.1. 38. HVAC contractor shall line the inside of all return/relief/exhaust plenum boxes per specifications. If no lining is required, hvac contractor shall paint the inside flat black. 39. All duct sizes are internal dimensions. Contractor shall increase sheet metal size if duct receives internal liner. See specifications for insulation requirements. 40. Duct roof penetration sizes to rooftop units are same as duct main, unless noted otherwise. Transition to unit connection sizes within roof curbs. 41. Locations of orifices/L-vents for fabric ducts are oriented when facing the direction of airflow. 42. HVAC equipment shall be no closer to roof edge than 10'-6" at all times. 43. Maintain a minimum of 15'-0" horizontal distance from any intake to exhaust outlet. 44. Coordinate underground piping with general contractor to ensure proper footing depth clearance. 45. Plans do not include all offsets for coordination with duct, lighting, and structural systems. Provide allowances for required offsets. 46. Provide all materials and equipment and perform all labor required to install complete and operable plumbing system as indicated on the drawings, as specified, and as required by code. 47. Run 3" and larger sanitary waste, storm drain, and all vent piping at 1/8" per foot slope unless noted otherwise; and less than 3" was piping at 1/4" per foot slope. Horizontal vent piping shall be graded to drain back to the waste pipe by gravity. 48. Elevations shown are to the invert of all piping based on architectural finished floor elevation (FFE) of 100'-0", unless noted otherwise. 49. Adjust sewer inverts to keep bottom of pipes in line where pipe sizes change. 50. Provide shutoff valves in all water piping system branches in which branch piping serves two or more fixtures (not shown for clarity) and where shown on plan and risers. 51. Install piping so that all valves, strainers, unions, traps, flanges, and other accessories requiring access are accessible. 52. Unions and/or flanges shall be installed at each piece of equipment, in bypasses, and in long runs (over 100') to permit disassembly for alteration and repairs. 53. All valves shall be adjusted for smooth and easy operation. 54. All valves (except control valves) and strainers shall be full size of pipe before reducing size to make connections to equipment and controls. 55. Provide cleanouts in sanitary and storm drainage systems at the ends of runs, at changes in direction, near the base of stacks, every 100' in 4" and larger horizontal runs, every 50' in 3" and smaller horizontal runs, where noted on plans, and where required by code. 56. All valves shall be installed so that the valve remains in service when equipment or piping on equipment side of valve is removed. 57. All piping work shall be coordinated with all trades involved. Offsets in piping around obstructions shall be provided at no additional cost to the owner. 58. See plumbing risers for sizing not shown on plan sheets (for clarity) and see plumbing fixture schedule for fixture connections and runout sizes. 59. Contractor to ensure that cleanouts (FCO, WCO, CO) locations do not rest below or behind casework. Maintain accessibility for servicing. 60. Plumbing contractor is responsible for all removing, cutting, patching, and replacement of all building structure, surfaces, and finishes required to complete work stated in the contract documents. 61. Plumbing contractor to coordinate counter openings for new sinks/lays with general contractor prior to ordering materials. 62. Pipes shown spread apart on plans for clarity. Contractor to install pipes tight together. 63. All underground domestic water piping shall be seamless Type 'K' copper piping with no joints. See specifications. 64. Gas piping supports to be every 5 feet. 65. See architectural roof plan for roof slope and scupper sizes/locations. 66. Roof drains are sized based on 4" 100 year rainfall data in International Plumbing Code. 67. Reduced pressure zone backflow preventer (RPZ) shall be installed at an elevation between 3'-0" AFF and 6'-0" AFF and labeled indicating equipment served. RPZ's shall be inspected and tested annually or at a rate per local codes. 68. Piping material for sanitary waste, plumbing vents, and storm sewer shall be cast iron where piping runs through a return -air plenum. Reference 2012 International Mechanical Code, Section 602. 69. Fire caulk all floor penetrations and where piping penetrates rated walls. MECHANICAL ABREVIATIONS AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BFP BACK FLOW PREVENTER BHP BRAKE HORSEPOWER BLW BELOW BWV BACK WATER VALVE CD CONDENSATE DRAIN CHW CIRCULATING HOT WATER CLG CEILING CO CLEANOUT CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS OR CONTINUED CU CONDENSING UNIT CW COLD WATER DF DRINKING FOUNTAIN DIFF DIFFUSER DMPR DAMPER DN DOWN EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EF EXHAUST FAN EHC ELECTRIC HEATING COIL EL ELEVATION ESP EXTERNAL STATIC PRESSURE EUH ELECTRIC UNIT HEATER EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXH EXHAUST FCO FLOOR CLEANOUT FCU FAN COIL UNIT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FHC FIRE HOSE CABINET FILT FILTER FIXT FIXTURE FP FIRE PROTECTION FPM FEET PER MINUTE FSV FIRE SERVICE VALVE FSW FLOW SWITCH G GAS GPH GALLONS PER HOUR GW GREASE WASTE HB HOSE BIBB HDCP HANDICAPPED HSTAT HUMIDISTAT HTG HEATING HW HOT WATER ID INDIRECT DRAIN INSUL INSULATION INV EL INVERT ELEVATION IRR IRRIGATION WATER ISO LAT LF LVR LWT MAU MEZZ MXA N NC NO OA OPNG OPR PD PG PLBG PRV RA RADN RD RECIRC RF RHC RPZ-BFP RWL SA SAN SCW SD SF SL SLV SP SP SPKLR STM STR SU SW T TRANS TSP UG UH V VD VTR WG WH WPD ISOLATOR (ISOLATION) LEAVING AIR TEMPERATURE LINEAR FEET LOUVER LEAVING WATER TEMPERATURE MAKE-UP AIR UNIT MEZZANINE MIXED AIR NECK NORMALLY CLOSED NORMALLY OPEN OUTSIDE AIR OPENING OPERATING PRESSURE DROP PRESSURE GAUGE PLUMBING POWER ROOF VENTILATOR RETURN AIR RADIATION ROOF DRAIN RECIRCULATE RETURN FAN REHEAT COIL REDUCED PRESS. ZONE B.F. PREVENTER RAINWATER LEADER SUPPLY AIR SANITARY SOFTENED COLD WATER STORM DRAIN SUPPLY FAN STORM LEADER SLEEVE STATIC PRESSURE SUMP PUMP SPRINKLER STEAM STORM SUPPLY UNIT SANITARY WASTE THERMOSTAT TRANSFER TOTAL STATIC PRESSURE UNDERGROUND UNIT HEATER VENT VOLUME DAMPER VENT THRU ROOF WATER GAUGE WALL HYDRANT WATER PRESSURE DROP SEE NOTES ON PLANS AND VERIFY ALL MATERIALS AND WORK REQUIRED BY THE LANDLORD PRIOR TO BID. THE LANDLORD'S OPERATIONS MANAGER SHALL HAVE THE AUTHORITY TO MAKE ON-SITE DECISIONS AND FIELD CHANGES IN ACCORDANCE WITH THE LANDLORD'S TENANT DESIGN CRITERIA, AND ANY SPECIFIC MALLOPERATIONS NEEDS/REQUIREMENTS NOT NOTED ON PLANS. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LANDLORD'S "TENANT STORE DESIGN AND CONSTRUCTION MANUAL". ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. MECHANICAL SYMBOL LEGEND VECH DPAW\C S-EIT \iEX Q OR 4 WATER HAMMER ARRESTER WITH MECHANICAL TITLE SHEET ,A DRAIN VALVE MECHANICAL PLAN N2.0 u LINEAR DIFFUSER DOMESTIC COLD WATER (CW) CONNECT TO EXISTING P1.0 .---*" FLEX DUCT P1.1 H DOMESTIC HARD COLD WATER (CW) FIRE DEPT. CONNECTION O ELBOW UP (PIPE) DOMESTIC HOT WATER F) 0 i .-` ROOF (PRV) EXHAUST FAN (`� ) 1 --SIAMESE -- TEMPERED (120' SUPPLY, RETURN AND EXHAUST AIR ELBOW DOWN (PIPE) -0 -140 -- DOMESTIC HOT WATER (140' F) M MOTORIZED DAMPER TEE UP RECIRCULATION HOT WATER (CHW) CABINET UNIT HEATER T TEE -OFF THE BOTTOM /DOWN SW SANITARY SANITARY WASTE UNDERGROUND CLEANOUT FLOOR / CEILING CLEANOUT FIRE/SMOKE DAMPER 0 FCO -j1C0 �� ■ VAV BOX WITH COIL -GW- GREASE WASTE UNDERGROUND 0 SMOKE DAMPER PIPE CAP J SANITARY WASTE ABOVE GROUND CHECK VALVE FIRE DAMPER SW SUPPLY DUCT ELBOW WITH TURNING VANES V- - VENT W STOP & WASTE VALVE ' DAMPER • VOLUME 1I1 VTR VENT THRU ROOF 1 (GPM) CIRCUIT BALANCING VALVE / EXHAUST REGISTER 14x10 STANDARD OR LINED DUCT (SUPPLY, RETURN, EXHAUST). DUCT IS LABELED TO INDICATE INTERNAL PRESSURE REDUCING VALVE G NATURAL GAS DUCT DIMENSION. SEE SPECIFICATION FOR INSULATION. PRESSURE RELIEF VALVE CD )L + STANDARD ROUND TAKEOFF (CONICAL BELL MOUTH) CONDENSATE DRAIN PIPING VRi BALL VALVE u WITH VOLUME DAMPER OT THERMOSTAT GAS PRESSURE REGULATOR - pb CONTROL VALVE (TWO-WAY) O SPACE TEMPERATURE SENSOR H- WH WALL HYDRANT ® FLOW DIRECTION O HUMIDISTAT I-{' HB HOSE BIBB III PIPE UNION CO CARBON DIOXIDE SENSOR THERMOMETER g OR ® IN-LINE PUMP SUPPLY �' TEMPERATURE GAUGE o FLOOR DRAIN I't'- SIDWALL RETURN OR EXHAUST GRILLE 4FS FLOW SWITCH N.O. NORMALLY OPEN 11 FLOOR SINK 14x10 DOUBLE WALL (SUPPLY, RETURN, EXHAUST). DUCT IS N.C. NORMALLY CLOSED S BREAK IN MATERIAL FOR VISUAL PURPOSES FLOOR REGISTER 1111LABELED TO INDICATE INTERNAL DUCT DIMENSION. VFD VARIABLE FREQUENCY DRIVES BRUCE M. CARLSON architecture, planning . interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY H U FFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 115 q 4 45575 MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: MECHANICAL TITLESHEET REVISIONS: NO: DATE: BY: PERMIT SET 0 11.15.2017 RECEIV ITY OF TU ED KWILA JAN 2 2018 PERMIT CE NTER PROJECT NO: DRAWN BY: 3588.0097 JMH M0.0 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 VECH DPAW\C S-EIT \iEX M0.0 MECHANICAL TITLE SHEET v11.0 MECHANICAL PLAN N2.0 MECHANICAL SCHEDULES AND DETAILS 1V3.0 MECHA\ICAL SPECIFICATIONS P1.0 PLUNBING PLAN - DWV PIPING P1.1 PLUMBING PLAN - WATER PIPI\G P2.0 PLUMING SCHEDULES AND DETAILS P3.0 PLUMBING SPECIFICATIONS BRUCE M. CARLSON architecture, planning . interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY H U FFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: 115 q 4 45575 MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: MECHANICAL TITLESHEET REVISIONS: NO: DATE: BY: PERMIT SET 0 11.15.2017 RECEIV ITY OF TU ED KWILA JAN 2 2018 PERMIT CE NTER PROJECT NO: DRAWN BY: 3588.0097 JMH M0.0 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 0 N 0 A: \PROJECTS\3588 AUNTIE ANNES PROJECTS\3588.0097 Cinnabon — Seattle WA\3588.0097 M1.0.dwg HVAC !Ewe IS � FE4.. F - - �- ' II 11111 H 1 ' II �. TYP .Q 1 HIIr iri�l 1 1 iIII 1 II 4 NH 18x12" SA 0.7 jiLillr ❑ — - A = .. �_� wr my w_; _ TYP. .■.. -win r Q TYP. , =-...,..,!! ; IrE 5 _ 1 fin ,r.,-1 \\,� - :i \\ 110 1 .f .il=i_ZI=�ii �� — .. \\ - I 1 I II ;ii rAill&L J ,-- O �1 �1� 1 JQ �' 240 1 ei .00 — -I \ , li . AHU I Ir / IU / T ==1 -,.J 1 1 0 \ ..i _ _ / 1 I -- _-_-1 • _} II1 �( 1 x 1-c _ = I I1 1 0, :: _ .� Q O 240 L J !r \ .r ::.i��T. I -- i 1 9 C, in . o o \ 1/ ir , I1 I \ mil/ I II "' w11 NW \ 111 , 80rW _ _ I' �' 1 m �— ■I'.J� I 111 a►Q 240 - J II Il 1� ;ID _o ___ , TYP. 0 - I0 _-_i ,-,___ __ __l- "11 24x240 I b l�' , �_ -�� ❑� F-===-4- SII 'q_-7...-_-11 I0480 ' 1 I��==�i� II% — \ \ I I 11 � ; I I• NI ;�.,� � Ifl II 1 e1 1 b /F2�---,d � , 111 __1 TYP. �� J r,t��__ •�J ■ � �i - O O -� - - ,_ 1 1 1 --. 24x24 �_� 1 -x= 1 '`�._✓ , / Q RA 720 -1'�, ..===/1-.J -';-:''S - 6 � I 1 i imp��. .mow ►t:■ W • I �- 1 c0 ,rte w '� I 80 I I I I 1© i� I'Illiiir � • O I( 1 •Q Q 240 L-- I J 1 II I I -I —1 l 0 1 ilitir / Ow I 1 48"AFF AHU-1 - 'I , \ 1`' F.-1 s / L r: gz — _ L -A- HVAC PLAN 1/2" =1-0" GENERAL NOTES A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS FOR BIDDING PURPOSES. FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILTIY OF PERFORMING THEIR WORK. B. NOT ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. IS SHOWN ON THE PLANS. ALL EXISTING EQUIPMENT AND PIPING SHOWN DOES NOT REFLECT ALL OFFSETS, LENGTHS AND LOCATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT AND PIPING TO BE REMOVED AND/OR CONNECTED TO PRIOR TO BID. C. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. D. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE ROUTING OF DUCTWORK WITH WATER, WASTE, VENT, STORM PIPING, STRUCTURE, CEILING ELEVATION, ELEC SWITCHGEAR, PANEL BOARDS, LIGHTS, SPRINKLER PIPING, & ALL OTHER TRADES. E. REFER TO ELEC LIGHTING PLANS & ARCH REFLECTED CEILING PLANS FOR LIGHT FIXTURE LOCATIONS. F. CONTRACTOR TO PROVIDE ALL NECESSARY OFFSETS REQUIRED TO COORDINATE WITH STRUCTURE & OTHER TRADES AT NO ADDMONAL COST TO THE OWNER. PLANS MAY NOT INDICATE ALL OFFSETS. G. ALL INSTALLATIONS, EQUIPMENT & MATERIALS SHALL COMPLY WITH ALL APPLICABLE LANDLORD REQUIREMENTS. H. ALL ROOF CUTTING, PATCHING & FLASHING REQUIRED TO INSTALL THE HVAC SYSTEMS SHALL BE BY A LANDLORD APPROVED ROOFING CONTRACTOR. COORDINATE ROOF PENETRATION REQUIREMENTS WITH LANDLORD & THE GENERAL CONTRACTOR. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID & INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. I. CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING & DUCTWORK NOT BEING USED IS FULLY REMOVED & NOT ABANDONED. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR & LANDLORD. REFER TO SPECS FOR ADDMONAL INFORMATION. VERIFY SCOPE OF WORK WITH GENERAL CONTRACTOR PRIOR TO BID & INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. J. MATERIAL EXPOSED WITHIN RETURN AIR PLENUM CEILINGS SHALL COMPLY WITH CMC, SECTION 602.2. K. HVAC SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TESTING & RATED FIRE STOP SYSTEMS FOR ALL THRU-PENETRATION OF WALLS, FLOORS, & ROOF ASSEMBLIES RESULTING FROM PIPING & OTHER WORK UNDER HIS CONTRACT. REFER TO FIRESTOPPING SPEC FOR REQUIREMENTS. L SEAL DUCTS WITH DUCT SEALER PER SMACNA REQUIREMENTS AS INDICATED IN SPECS. M. CONCRETE CUTS SHALL BE STRAIGHT AND CLEAN. REPLACE SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT. N. COORDINATE KITCHEN ROUGH -IN REQUIREMENTS WITH FOOD SERVICE DRAWINGS AND SCHEDULES. 0. ALL INSTALLATIONS, EQUIPMENT AND MATERIAL SHALL COMPLY WITH ALL APPUCABLE LANDLORD REQUIREMENTS. P. INSULATE ALL SUPPLY DUCTWORK WITH 1.5" (R-5) INSULATION WRAP WITH FOIL VAPOR BARRIER. Q. DO NOT ROUTE PIPING OR DUCTWORK OVER ELEC. SWITCHGEAR, FIELD VERIFY. R. CONTRACTOR SHALL FIELD VERIFY / LOCATE EXISTING LANDLORD CONNECTIONS & CONNECT NEW TO EXISTING PER ALL APPUCABLE CODES. KEYNOTES (SHOWN OFF PLAN FOR CLARITY) 0 FURNISH AND INSTALL NEW 24"x24" LAY -IN SUPPLY DIFFUSER. COORDINATE LOCATION WITH LIGHTS, CEILING GRID & DECOR. 02 FURNISH AND INSTALL NEW RETURN AIR REGISTER. VERIFY EXACT LOCATION. 03 CONNECT INTO DUCTWORK WITH CONICAL BELLMOUTH SPIN -IN TAKE -OFF WITH VOLUME DAMPER. TYPICAL. 40 FLEXIBLE DUCT, MAXIMUM LENGTH 4'-0" (TYPICAL). PROVIDE SMOOTH TRANSITION AND PROPER SUPPORTS PER SMACNA. USE FLEXIBLE DUCT FOR FINAL RUN -OUT TO DIFFUSER ONLY. SEE DETAIL 2/M2.0 (TYPICAL). 5O PROVIDE 7 -DAY PROGRAMMABLE CONTROL FOR HVAC UNIT. COORDINATE CONTROL SYSTEM WITH LANDLORD. COORDINATE ALL REQUIREMENTS AND SETTINGS WITH TENANTS PROJECT MANAGER AND LANDLORD REQUIREMENTS PRIOR TO BID. REMOVE EXISTING CONDENSING UNIT. INSTALL NEW REMOTE CONDENSING UNIT ON CURB BEHIND TENANT SPACE. CONTRACTOR TO PROVIDE AND INSTALL NEW UNIT CURB AS REQUIRED. COORDINATE EXACT LOCATION WITH LANDLORD. COORDINATE ALL ROOF PENETRATIONS WITH LANDLORD APPROVED ROOFING CONTRACTOR. PROVIDE SCOPE OF WORK NECESSARY TO COMPLETE IN ORIGINAL BID. NOTIFY THE TENANT'S PROJECT MANAGER OF ALL REQUIRED MODIFICATIONS AND INCORPORATE THEM INTO THE ORIGINAL BID. NO EXCEPTIONS. SEE DETAIL 5/M3 AND 6/M3. COORDINATE EXACT LOCATION AND INSTALLATION REQUIREMENTS WITH SHOPPING CENTER MANAGEMENT TEAM. O REMOVE EXISTING REFRIGERANT PIPING AND INSTALL NEW REFRIGERANT PIPING WITH MANIFOLDS, VALVES, TRAPS, AND DRYERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SIZE REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS WITH 1/2" ARMAFLEX INSULATION AND ALUMINUM JACKET ON ALL PIPING LOCATED OUTDOORS. COORDINATE EXACT ROUTING FROM CU ON ROOF TO AHU IN SPACE WITH LANDLORD ON-SITE PRIOR TO BID. PROVIDE SCOPE OF WORK NECESSARY TO COMPLETE IN ORIGINAL BID. NOTIFY THE TENANT'S PROJECT MANAGER OF ALL REQUIRED MODIFICATIONS AND INCORPORATE THEM INTO THE ORIGINAL BID. NO EXCEPTIONS. SEE DETAIL 6/M2.0. O8 REMOVE EXISTING AIR HANDLER. INSTALL NEW AIR HANDLING UNIT. FIELD VERIFY EXACT SIZE AND DIMENSIONS WITH FIELD CONDITIONS PRIOR TO BID. PROVIDE SCOPE OF WORK NECESSARY TO COMPLETE IN ORIGINAL BID. NOTIFY THE TENANT'S PROJECT MANAGER OF ALL REQUIRED MODIFICATIONS AND INCORPORATE THEM INTO THE ORIGINAL BID. NO EXCEPTIONS. CONNECT AIR HANDLER ECONOMIZER TO OUTDOOR DUCT WITH 16" ROUND OR SIMILAR. VERIFY CONDITIONS IN FIELD. SEE DETAIL 1/M3 AND 6/M3. O EXTEND CONDENSATE DRAINS FROM AHU AND DRAIN PAN SEPARATELY TO MOP SINK OR APPROVED RECEPTOR. FIELD VERIFY EXACT ROUTING AND LOCATION ONSITE PRIOR TO BID. TERMINATE WITH AIR GAP PER LOCAL CODE. INSULATE CONDENSATE PIPING AND SLOPE AT 1/8" PER FOOT MINIMUM. PROVIDE CONDENSATE PUMP AS NECESSARY FOR FIELD CONDITIONS. FIELD VERIFY PRIOR TO CONSTRUCTION. INTERLOCK SAFETY OVERFLOW SWITCH WITH UNIT - TO SHUTDOWN UNIT UPON ALARM. 00 EXTEND 16" OUTDOOR AIR DUCT THRU ROOF AND TERMINATE WITH GOOSENECK AS SHOWN IN DETAIL. COORDINATE ROUTING AND LOCATION WITH LANDLORD, ARCHITECTURAL AND STRUCTURAL. 11 TENANT CONTRACTOR TO EXTERNALLY INSULATE ALL NEW DUCTWORK WITH 1-1/2" R-5 MINIMUM INSULATION WRAP WITH FOIL VAPOR BARRIER. PATCH, REPAIR OR REPLACE INSULATION ON EXISTING DUCTWORK AS NEEDED TO MAINTAIN R-5 VALUE. GRILLE, REGISTER AND DIFFUSER KEY 24x6/8DIA. 450 12TYP SIZE (INCHES) OR DIFFUSER NECK SIZE CFM QUANTITY, NO INDICATION = 1 UNIT DEVICE STYLE, SEE SCHEDULE NOTE: BRANCH DUCT RUNOUTS TO DIFFUSERS/GRILLES SHALL BE SAME SIZE DIFFUSER/GRILLE NECK UNLESS OTHERWISE NOTED (UON).5E, 'MATE PERM ... AN BRUCE M. CARLSON architecture • planning ' interior Cosign BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY H U FFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN—LINE STORE DESIGN SHEET TITLE: MECHANICAL PLAN REVISIONS: NO: DATE: BY: PERMIT SET 11.15.2017 REC CITY OF EIVED TUKWILA IAN 2 2018 CEN11R PROJECT NO: 3588.0097 DRAWN BY: JMH M 1 . 0 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 cn CV rnc " 0 0 0 0 CO M 0 0- W wCO oo 2 0 0_ i a SPLIT SYSTEM FAN COIL AIR CONDITIONING UNIT SCHEDULE INDOOR FAN COIL OUTDOOR HEAT PUMP UNIT NOTES MARK MANUFACTURER MODEL NOMINAL TONS SUPPLY CFM ESP IN FRESH AIR CFM COOLING CAPACITY (MBH) HEAT CAPACITY HIGH (MBH) HEAT CAPACITY LOW (MBH) ELECTRICAL MARK MANUFACTURER MODEL NOMINAL TONS SEER HSPF ELECTRICAL VOLTS / PHASE MCA MOCP VOLTS / PHASE MCA MOCP AHU-1 LENNOX CBX32MV-036-230-6 3.0 1200 0.8 132 36.4 34.6 23.2 208/1 5 15 HP -1 LENNOX SPB036H4S43Y 3.0 16.5 9.0 208/3 16.2 25 ALL MECHANICAL NOTES 1. CONTRACTOR TO INSTALL NEW AIR HANDLER IN CEILING SPACE. CONTRACTOR TO MAINTAIN SERVICE CLEARANCES. 2. CONTRACTOR TO INSTALL AIR HANDLER WITH LENNOX ECONOMIZER. 3. CONTRACTOR TO INSTALL NEW HEAT PUMP ON ROOF. RUN NEW CONDENSING PIPING TO AIR HANDLER. COORDINATE WITH LANDLORD. MAINTAIN SERVICE CLEARANCES. 4. TENANTS CONTRACTOR MUST VISIT THE SITE PRIOR TO BID - ALL LABOR AND MATERIALS NECESSARY TO PROVIDE THE TENANT WITH THE INTENDED DESIGN SHALL BE INCLUDED IN THE ORIGINAL BASE BID. 5. PROVIDE STARTER MOTOR AND ELECTRICAL DISCONNECT SWITCH. 6. HORIZONTAL INDOOR AIR HANDLER WITH MIXING BOX SECTION, STD 2" TA FILTERS. 7. FREEZESTAT AT INLET OF UNIT, AT TEMPERATURE OF 35 F, 2 -WAY CONTROL VALVE SHALL OPEN. 8. PROVIDE CONDENSATE OVERFLOW DRAIN PAN SENSOR OPTION, WATER LEVEL DETECTION TO SHUT DOWN UNIT ON ACTIVATION. 9. SUPPORT FROM STRUCTURE WITH VIBRATION ISOLATORS - COORDINATE INSTALLATION WITH LANDLORD'S ONSITE TENANT COORDINATOR. 10. PROVIDE TEMPERATURE CONTROLS (SENSORS, VALVES, ACTUATORS, AND PROGRAMMABLE THERMOSTAT). COORDINATE ALL REQUIREMENTS WITH LANDLORD. GRILLE, REGISTER, DIFFUSER SCHEDULE MARK MANUFACTURER LOCATION AIR TYPE MODEL SIZE FINISH NOTES A PRICE CEILING SUPPLY DIFFUSER ASCDA 24 X 24 WHITE ALL B PRICE DUCT SUPPLY DIFFUSER RCD ON DRAWING WHITE 1,3 C PRICE CEILING RETURN REGISTER 530 24 X 24 WHITE ALL NOTES 1. NECK SIZE INDICATED ON FLOOR PLANS. 2. VERIFY WITH ARCHITECTURAL PLANS THE FRAME TYPE PLASTER OR LAY -IN FRAME. 3. COORDINATE FINISH/COLOR WITH ARCHITECT AND LANDLORD AS NOTED ON PLANS. VENTILATION SCHEDULE UNIT OCC AREA SQ FT MAX CFM MIN CFM PEOPLE MIN OA SUPPLY CFM EXHAUST CFM AHU-1 595 1200 _ 6 120 0 ASHRAE 62.1-2007 VENTILATION REQUIREMENT: (Rp x Pz) + (Ra x Az) = Vbz RETAIL SALES - (7.5cfm x 6 people)+(.12 x 306 sq ft) = 82 cfm OA STORAGE - (.12 x 289 sq ft) = 35 cfm OA COORDINATE ALL ROOF PENETRATIONS WITH LANDLORD APPROVED ROOFING CONTRACTOR. 16 GA. MIN GALV. DUCT. DUCT SOLDERED WATERTIGHT DN TO DRIP PAN SHEET METAL COUNTER FLASHING SOLDERED TO GOOSENECK WATERTIGHT BY MECH. CONTRACTOR. •�(C• ROOF STRUCTURE DUCT _ MSN SECURE BIRDSCREEN TO ANGLE IRON FRAME WITH REMOVABLE BOLTS/NUTS/WASHERS. ANGLE IRON REINFORCING TO SECURE BIRDSCREEN. BIRD SCREEN CURB & FLASHING BY GENERAL CONTRACTOR. ROOF • • • 1••..lw•i�'•� INSULATION, SEE SPECIFICATION FOR DETAILS. MOTORIZED DAMPER ACCESS DOOR WITH CAM LOCKS. 2" DEEP DRIP PAN SOLDERED WATERTIGHT OUTDOOR AIR GOOSENECK DETAIL O NO SCALE NO EXCEPTIONS. ()OF JOIST HANGER WIRE „isi.-_.--SHEET METAL DUCT HANGER SPIRAL DUCT XTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS NOTES: 1. VERIFY ROUTING OF REFRIGERANT LINESETS ON SITE AND WITH THE LANDLORD REPRESENTATIVE. INSTALL 26 GA. GALVANIZED SHEET METAL LINE COVER AT ALL EXPOSED LINES OUTSIDE OF TENANT SPACE. LINE COVER SHALL BE MINIMUM SIZE TO ALLOW FOR ALL NECESSARY LINES FROM UNIT TO UNIT. COORDINATE LOCATION WITH LANDLORD SITE REPRESENTATIVE PRIOR TO CONSTRUCTION AIR HANDLING UNIT. LIQUID UNE EXPANSION VALVE AA/ ROOF JOIST HANGER WIRE SHEET METAL DUCT HANGER ECTANGULAR DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS DUCT HANGING DETAILS NO SCALE DRYER 01 - SUCTION LINE SERVICE VALVE CONDENSING UNIT. INSTALL REFRIGERANT LINESETS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. VERIFY ACTUAL LENGTHS IN FILED PRIOR TO INSTALLATION. L"\ -01L TRAP REFRIGERANT PIPING DETAIL NO SCALE SPIN -IN, CONICAL OR BELL MOUTH TAKE -OFF ROUND RIGID DUCT ELBOW RADIUS 1-1/2 TIMES DUCT DIAMETER DRAW BAND (2 TYP) AIR DIFFUSER RECTANGULAR OR ROUND SUPPLY AIR DUCT RUNOUT DUCT SIZE SHALL BE SAME AS DIFFUSER NECK DIAMETER UNLESS NOTED OTHERWISE ON DRAWINGS. FLEXIBLE AIR DUCT (4'-0" MAX.) DUCT TO SUPPLY DIFFUSER NO SCALE CEILING HEAT LOSS AND HEAT GAIN CALCULATIONS CINNABON - SEATTLE, WA HEATING: COOLING: IA: 68°F IA: 70°F/50%RH OA: 24°F OA: 86/66(DB/WB)°F AHU-1 SALES/STOCK ITEM HEAT LOSS HEAT GAIN SENSIBLE (BTUH) SENSIBLE (BTUH) LATENT (BTUH) TOTAL (BTUH) LIGHTING --- 2437 --- 2437 PEOPLE --- 2000 1600 3600 VENTILATION 6687 1576 -220 1356 ROOF 1371 2069 --- 2069 WALL 0 0 --- 0 GLASS 0 0 --- 0 INFILTRATION 2533 302 -37 265 MISC --- 25598 --- 25598 AHU-1 10591 33982 1343 35325 NOTES: 1. REFRIGERANT LIQUID & SUCTION LINES SIZE & INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. G.C. TO COORDINATE FINAL PLACEMENT WITH LANDLORD AND TO COORDINATE ALL ROOF PENETRATIONS WITH LANDLORD REQUIRED ROOFING CONTRACTOR. OUTDOOR CONDENSING UNIT. SEE SCHEDULE FOR MAKE AND MODEL. MEMBRANE PAD TO PREVENT DAMAGE TO ROOF MATERIAL. r( c c REFRIGERANT LIQUID AND SUCTION LINES. PROVIDE ALL EXPOSED PIPE INSULATION WITH ALUMINUM JACKET. ELECTRICAL CONDUITS FOR POWER AND CONTROL WIRING. ROOF STRUCTURE / COORDINATE ALL ROOF PENETRATIONS WITH LL REQUIRED ROOFING CONTRACTOR. 0 CONDENSING UNIT DETAIL NO SCALE SIZE EACH SPRING ISOLATOR PER MANUFACTURER'S CORNER WEIGHT DATA. WELD UNISTRUT TO TOP OF JOIST BOTTOM CORD (TYP. OF EACH JOIST). SPAN MINIMUM OF 1 JOIST PAST UNIT IN EACH DIRECTION. SPRING VIBRATION ISOLATOR (TYP. OF EACH HANGER) MECH EQUIP 0 SCALE: NONE HANGER ROD. TYP OF EACH SUPPORT. REFERENCE MANUFACTURER'S DATA FOR QUANTITY. UNIT MOUNTING BRACKET INTEGRAL TO UNIT SEPARATE PER �► . _ ND BRUCE M. CARLSON architecture • planning j interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TU KWI LA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: MECHANICAL SCHEDULES REVISIONS: NO: DATE: BY: PERMIT SET 11.15.2017 RECE IVED CBI Y01-1 UKWILA JAN 2 2018 PERMIT C ENTER PROJECT NO: 3588.0097 DRAWN BY: JMH M2.0 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 N (0 0 00 N. 0 10 jhenderson rn -o 0 2 N rn 0 O ao 03 10 a) 0 a) 0 0 c 0 N a) 0 0 ao a, 10 1- 0 w O w w z z w 1- z 00 03 10 N) 0 w O 11 DIVISION 15000 - MECHANICAL SECTION 15001 - BASIC MECHANICAL REQUIREMENTS A. GENERAL CONDITIONS 1. THE DRAWINGS AND GENERAL CONDITIONS, INCLUDING SUPPLEMENTARY GENERAL CONDITIONS SHALL APPLY TO ALL WORK IN DIVISION 15000. 2. THE CONTRACTOR FOR THIS DIVISION SHALL REVIEW THE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, EXAMINE THE SITE, CHECK AS TO THE MEANS OF MAKING CONNECTIONS TO SERVICES, AND SHALL BECOME FAMILIAR WITH ALL THE EXISTING CONDITIONS AND LIMITATIONS BEFORE SUBMITTING A PROPOSAL. ANY APPARENT VARIANCES OF THE PLAN OR SPECIFICATION FROM THE EXISTING CONDITIONS AT THE SITE SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER DURING THE BID PERIOD SO THAT CLARIFICATION CAN BE MADE BY ADDENDUM. ITEMS KNOWN TO BE INCONSISTENT WITH THE BID DOCUMENTS INTENT MUST BE LISTED AND QUALIFIED ON THE CONTRACTORS BID FORM. NO EXTRAS WILL BE ALLOWED BECAUSE OF THE CONTRACTORS MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR HIS LACK OF KNOWLEDGE OF ANY SITE CONDITIONS WHICH MAY AFFECT HIS WORK. 3. COORDINATION OF SCHEDULING FOR COMPLETION AND ALL INSPECTIONS OF THEIR WORK AND WORK OF SUBCONTRACTORS IS THE RESPONSIBILITY OF THIS CONTRACTOR. 4. BEFORE SUBMITTING A PROPOSAL ON THE WORK CONTEMPLATED ON THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, EACH BIDDER SHALL EXAMINE THE SITE, CHECK AS TO THE MEANS OF MAKING CONNECTIONS TO SERVICES, AND SHALL BECOME FAMILIAR WITH ALL THE EXISTING CONDITIONS AND LIMITATIONS. MECHANICAL EQUIPMENT AND SYSTEMS SHOWN AS EXISTING ON THE PLANS HAVE BEEN BASED ON EXISTING DRAWINGS. NO EXTRAS WILL BE ALLOWED BECAUSE OF THE CONTRACTOR'S MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR HIS LACK OF KNOWLEDGE OF ANY SITE CONDITIONS WHICH MAY AFFECT HIS WORK. ANY APPARENT VARIANCE OF THE PLAN OR SPECIFICATION FROM EXISTING CONDITIONS AT THE SITE SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER DURING THE BID PERIOD SO CLARIFICATION CAN BE MADE BY ADDENDUM. 5. INFORMATION FOR ITEMS WHICH MAY AFFECT THE BID ARE LISTED ON THE RESPONSIBILITY SCHEDULE WHICH IS ON THE PLANS. SECTION 15002 - GENERAL REQUIREMENTS 1. WORK TO BE ACCOMPLISHED ON THESE DRAWINGS AND SPECIFICATIONS INCLUDES FURNISHING ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES FOR THE COMPLETION OF ALL MECHANICAL WORK. ALL MECHANICAL WORK UNLESS NOTED TO BE SPECIFICALLY BY THE OWNER IS THE RESPONSIBILITY OF THIS CONTRACTOR. 2. THIS CONTRACTOR AND THEIR SUB CONTRACTORS SHALL WORK CLOSELY WITH THE PROJECT MANAGER/SUPERINTENDENT FOR COORDINATION OF TRADES AND COMPLETION OF THE PROJECT. 3. PLANS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR IN EITHER ONE SHALL BE AS BINDING AS IF CALLED FOR IN BOTH. ANY ITEM OR LABOR THAT IS NECESSARY TO COMPLETE THE WORK AND IS TYPICALLY INCLUDED IN SIMILAR WORK SCOPE SHALL BE FURNISHED AND INSTALLED AS PART OF THE CONTRACT WHETHER OR NOT IT IS SHOWN ON THE PLANS OR IN THE SPECIFICATIONS. 4. WHEN THE INCLUDED DRAWINGS AND/OR SPECIFICATIONS CALL OF ITEMS WHICH EXCEED CODE, IT'S THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE MORE STRINGENT REQUIREMENTS NOTED ON THE PLANS AND/OR SPECIFICATIONS. IF THE PLANS AND SPECIFICATIONS HAVE DISCREPANCIES BETWEEN THEM, THE CONTRACTOR SHALL ASSUME IN THEIR BID THAT THE MORE STRINGENT ITEM IS REQUIRED AT NO ADDITIONAL COST. 5. ALL PIPING, DUCTWORK AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED TO PRESENT A NEAT AND CLEAN APPEARANCE USING GOOD CONSTRUCTION PRACTICES. EQUIPMENT SHALL BE INSTALLED FOR PROPER ACCESS TO OPERATE, SERVICE AND MAINTAIN THE EQUIPMENT WITHOUT HAVING TO MOVE OTHER EQUIPMENT FOR ACCESS. ANY MECHANICAL EQUIPMENT (OR EXISTING EQUIPMENT TO REMAIN) THAT REQUIRES ACCESS PANELS SHALL HAVE THOSE PANELS FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 6. UNLESS SPECIFICALLY NOTED ON THE PLANS/SPECIFICATIONS ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND BEST QUALITY TO CONFORM TO THE REQUIREMENTS OF THE LOCAL AND STATE CODES GOVERNING THE WORK INVOLVED AND BE MADE BY NATIONALLY RECOGNIZED MANUFACTURES WITH UL LISTINGS AND LABELS. SECTION 15003 - CODES 1. ALL WORK SHALL BE INSTALLED IN CONFORMITY OF THE OWNERS CRITERIA, AND APPLICABLE LOCAL CODES AND ORDINANCES AND STATE STATUTES. ALL REQUIREMENTS OF THE CURRENT PLUMBING CODES, HEATING AND VENTILATION CODES, HEALTH AND SAFETY CODES, NFPA CODES AND ENERGY CODES MUST BE MET. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE INTO AND COMPLY WITH ALL LOCAL ORDINANCES AND INCLUDE ANY ADDITIONAL ITEMS NOT NOTED IN THE PLANS/SPECIFICATIONS IN THEIR BID. ANY CHANGES TO THE MECHANICAL SYSTEM AS REQUIRED BY LOCAL OR STATE CRITERIA THAT ARE NOT QUALIFIED ON THE CONTRACTORS BID FORM ARE ASSUMED TO BE INCLUDED IN THE ORIGINAL BID AND ADDITIONAL COSTS WILL NOT BE DUE TO COMPLETE THOSE ITEMS AFTER THE CONTRACT IS ISSUED. SECTION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR IS RESPONSIBLE FOR ALL FEES, CHARGES AND OBLIGATIONS FOR OBTAINING PERMITS AND INSPECTIONS FOR PLUMBING, HEATING AND VENTILATION AND FIRE EXTINGUISHING WORK. 2. ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTIONS SHALL BE TURNED OVER TO THE PROJECT MANAGER AT THE COMPLETION OF THE PROJECT. SECTION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. IN ANY CASE WHERE A SPECIFIC NAME OF EQUIPMENT OR MATERIAL IS MENTIONED ON THE DRAWINGS OR SPECIFICATIONS THE EXACT EQUIPMENT SHALL BE USED FOR THE BASE BID. EQUIPMENT OF EQUAL GRADE AND QUALITY WILL BE SUBJECT TO PRIOR APPROVAL BY THE PROJECT MANAGER AND THE ENGINEER IN WRITING THRU THE SHOP DRAWING SUBMITTAL PROCESS. ANY EQUIPMENT INSTALLED WITHOUT WRITTEN APPROVAL WILL BE CHANGED OUT TO THE SPECIFIED EQUIPMENT AT THE CONTRACTORS EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT 3 COPIES OF SHOP DRAWINGS TO THE PROJECT MANAGER FOR APPROVAL. IF APPROVED, COPIES WILL BE STAMPED "NO EXCEPTIONS" OR "APPROVED AS NOTED" AND WILL BE RETURNED TO THE CONTRACTOR. IF NOTATIONS AND MARKS INDICATE THAT REVISED INFORMATION IS REQUIRED, THEN CORRECTED INFORMATION SHALL BE SUBMITTED. SECTION 15006 - GUARANTEE 1. THIS CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR AND DEFECTS WHICH MAY DEVELOP IN ANY PART OF THE SYSTEMS CAUSED BY FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, AND AGREES TO REPLACE ANY SUCH FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT DURING A PERIOD OF 12 MONTHS FROM THE DATE OF FINAL ACCEPTANCE WITHOUT ANY COST TO THE OWNER. 2. EACH PIECE OF EQUIPMENT FURNISHED BY THE CONTRACTOR SHALL HAVE A 12 MONTH WARRANTY FOR MATERIAL AND LABOR AT STARTS UPON THE DATE OF FINAL ACCEPTANCE AS DESIGNATED BY THE PROJECT MANAGER. ALL COSTS FOR THE WARRANTY (MATERIAL AND LABOR) SHALL BE INCLUDED IN THE ORIGINAL BID. SECTION 15007 - RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN AT THE JOB SITE A SET OF DRAWINGS TO BE USED SPECIFICALLY FOR RECORDING CHANGES FROM THE CONTRACT DOCUMENTS. THE INFORMATION SUCH AS VALVES, DUCT AND PIPE DEVIATIONS SHOULD BE DIMENSIONED FROM EASILY RECOGNIZABLE REFERENCE POINTS INDICATING BOTH HORIZONTAL AND VERTICAL DISTANCES. 2. THE CONTRACTOR SHALL SUBMIT A FINAL SIGNED SET OF AS -BUILT DRAWINGS TO THE PROJECT MANAGER AT THE COMPLETION OF THE PROJECT. 3. THE CONTRACTOR SHALL SUBMIT TO THE PROJECT MANAGER AT THE END OF THE PROJECT (2) COMPLETE HARD BOUND SET OF CATALOG DATA, MANUFACTURES LITERATURE, DETAIL MANUALS COVERING THE OPERATION AND MAINTENANCE OF ALL EQUIPMENT SPECIFIED. SECTION 15008 - DISCREPANCIES IN DOCUMENTS 1. THE DRAWINGS OF PIPING AND DUCTWORK SYSTEMS SHALL BE INSTALLED SUBSTANTIALLY AS SHOWN ON THE PLANS. THE EXACT POSITION OF EACH AND EVERY PIPE, DUCT, OFFSET AND TRANSITION CANNOT BE GIVEN BY SCALING THE DRAWINGS BUT SHALL IN EVERY CASE BE PLACED SO AS TO AVOID INTERFERENCE WITH OTHER WORK. ALL NECESSARY CHANGES IN THE LOCATION OF PIPE OR DUCTWORK FOR ITS PROPER INSTALLATION AND TO AVOID CONFLICT WITH OTHER TRADES SHALL BE DONE BY THE CONTRACTOR AT NO ADDITIONAL CHARGE. SECTION 15009 DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. 3. CONTRACTOR MUST VERIFY WITH THE OWNER ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. 4. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. 5. IF REQUIRED BY OWNER OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND OWNER PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND OWNER. SECTION 15010 - CUTTING AND PATCHING 1. THIS CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF HIS EQUIPMENT IN THE BUILDING WALLS, PARTITIONS, FLOORS, CEILINGS, ETC., UNLESS OTHERWISE NOTED. ALL CUTTING AND PATCHING SHALL BE SUBJECT TO THE DIRECTION OF THE OWNER, ARCHITECT OR ENGINEER. 2. THIS CONTRACTOR SHALL NOT ENDANGER THE STABILITY OF THE STRUCTURE BY CUTTING, DIGGING OR OTHERWISE ALTERING THE STRUCTURE AND SHALL NOT AT ANY TIME CUT OR ALTER WORK OF ANY OTHER CONTRACTOR. 2. PATCHING OF WALLS, FLOORS AND ROOF SHALL BE OF SAME MATERIAL AND WORKMANSHIP OF THE SURROUNDING MATERIAL WITH FINISHED SURFACE APPEARING THE SAME AS THE SURROUNDING AREAS. ALL PATCHING SHALL BE PERFORMED BY WORKMEN SKILLED IN THAT PARTICULAR TRADE. 3. DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR IN A SUITABLE MANNER ACCEPTABLE TO THE OWNER AND PROJECT MANAGERS. SECTION 15011 - SLEEVES 1. THIS CONTRACTOR SHALL INSTALL SLEEVES IN CONNECTION WITH ALL PIPES PASSING THROUGH ALL WALLS, PARTITIONS AND FLOORS. SLEEVES SHALL EXTEND THROUGH FULL THICKNESS OF WALLS AND FLOORS AND SHALL BE CUT FLUSH WITH THE FINISHED SURFACES. SLEEVES IN SLABS SHALL BE CUT 2" ABOVE THE FLOOR SURFACE. 2. ALL SLEEVES SHALL BE 22 GAUGE GALVANIZED STEEL MINIMUM FINISHED WITH A SMOOTH EDGE AND PROPERLY SUPPORTED. 3. CORE DRILLING FLOORS AND WALLS MUST BE COORDINATED WITH THE OWNER AND THE PROJECT MANAGER. 4. THIS CONTRACTOR SHALL FURNISH AND INSTALL FIRE STOPPING AT ALL PENETRATIONS THRU RATED FLOORS TO MAINTAIN THE FIRE RATING. 3M FIRE BARRIER SYSTEMS, FLAME SAFE FIRE RETARDANT SYSTEMS, DOW CORNING, SPECSEAL OR EQUAL. THE CONTRACTOR MUST PRESENT UL LISTING DATA SHEETS TO THE PROJECT MANAGER/SUPERINTENDENT AND OWNER TO SHOW THAT THE PENETRATIONS MAINTAIN THE FIRE RATING. SECTION 15012 - HANGERS 1. FURNISH AND INSTALL BRACKETS, BRACES OR REINFORCING ANGLES AS REQUIRED FOR ALL PARTITIONS NOT SUFFICIENT IN THEMSELVES TO SUPPORT PLUMBING FIXTURES OR OTHER EQUIPMENT. 2. PIPING SHALL BE SUSPENDED FROM CONSTRUCTION ABOVE WITH ANGLE IRON, CLAMPS, UNISTRUT, OR HANGER RODS. NO PIPING SHALL BE HUNG FROM OTHER PIPING EXISTING OR NEW. CONTRACTOR SHALL COORDINATE WITH ALL CODES. 3. ALL PIPES WHICH ARE SPECIFIED TO BE INSULATED SHALL HAVE PREFABRICATED INSULATED METAL SADDLES SIZED FOR THE INSULATION THICKNESS AND CONTINUOUS INSULATION THROUGH THE HANGER. ALL DISSIMILAR METALS MUST BE SEPARATED WITH DIELECTRIC MATERIAL. DIVISION 15300 - FIRE PROTECTION SECTION 15301 - SUMMARY OF WORK 1. THE CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ALL NECESSARY MATERIAL, EQUIPMENT AND LABOR FOR A WET SPRINKLER SYSTEM TO MEET THE OWNERS CRITERIA AND LOCAL CODES. THE CONTRACTOR SHALL BE REQUIRED TO HAVE DESIGN DRAWINGS COMPLETED BY A CERTIFIED FIRE SPRINKLER DESIGNER AND COPIES OF THE HYDRAULIC CALCULATIONS AND PLANS ALONG WITH SHOP DRAWINGS OF THE HEADS, SHALL BE SUBMITTED TO THE STATE FIRE MARSHALS OFFICE OR LOCAL AUTHORITY HAVING JURISDICTION FOR PLAN REVIEW AND APPROVAL. ON OR BEFORE THE TIME THE PLANS AND CALCULATIONS ARE SUBMITTED TO THE STATE FOR APPROVAL, THEY SHOULD BE SUBMITTED TO THE PROJECT MANAGER AND ENGINEER FOR REVIEW. 2. THE EXISTING WET SPRINKLER SYSTEM SHALL BE REVISED MEET NFPA-13 AND LOCAL AUTHORITY CRITERIA. 3. CONTRACTOR IS RESPONSIBLE FOR ALL FEES RELATED PERMITS AND TESTS AND INSPECTIONS. SECTION 15302 - MATERIALS A. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE NEW U.L., F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GRINNELL, RELIABLE, STAR, OR VIKING. 2. ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE RATED FOR 165E UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. 3. VERIFY HEAD TYPES AND COLORS WITH OWNER AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY OWNER AND THE LOCAL FIRE PROTECTION OFFICIAL BEFORE INSTALLATION. A. RETAIL SALES AREA ACT LAY -IN CEILING - SEMI -RECESSED WITH WHITE ESCUTCHEONS AND WHITE HEADS. GYP BOARD HARD LID CEILING - FULLY RECESSED CONCEALED HEADS PAINT COVERPLATES TO MATCH ADJACENT GYP BOARD. B. STOCKROOM OPEN CEILING - ROUGH BRONZE UPRIGHT HEAD. LAY -IN CEILING - SEMI -RECESSED. B. PIPING: 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAUUC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE. 5. HANGERS SHALL COMPLY WITH CODE REQUIREMENTS. C. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH OTHER TRADES. D. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN AND INCLUDE ALL COSTS TO RAISE OR RELOCATE EXISTING PIPING TO OBTAIN CEILING HEIGHTS SHOWN ON DRAWINGS. THE CONTRACTOR SHALL CONNECT AND EXTEND NEW PIPING AS REQUIRED. VERIFY ALL REQUIREMENTS PRIOR TO BID. E. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY LOCAL INSPECTOR, OR OWNER'S INSURANCE CARRIER. F. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THEM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. G. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE OWNER, AUTHORITIES HAVING JURISDICTION AND ENGINEER FOR REVIEW. H. ONLY DRY TYPE SIDEWALL HEADS SHALL BE INSTALL IN DRYER PLENUM SPACE BEHIND DRYERS. NO WET SPRINKLER PIPING IS ALLOWED BEHIND DRYERS. DIVISION 15500 - HEATING, VENTILATING, AIR CONDITIONING SECTION 15501 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH, INSTALL, TEST AND BALANCE ALL NECESSARY EQUIPMENT FOR A COMPLETE WORKING SYSTEM. SEE PLAN FOR DUCTWORK AND SCHEDULES. B. CONTROLS 1. COMMERCIAL THERMOSTAT WITH CONTROL FOR UP TO 2 -STAGES OF HEATING AND 2 -STAGES OF COOLING WITH FULL ECONOMIZER AND DEHUMIDIFICATION CONTROL SEQUENCES. PROVIDE REMOTE SENSORS AS INDICATED ON PLANS. VERIFY COMPATIBILITY WITH LANDLORDS REQUIREMENTS PRIOR TO INSTALLATION. 2. VERIFY COMPLETE OPERATION OF ALL MODES: HEAT, COOL, ECONOMIZER, OCCUPIED, UNOCCUPIED, DEHUMIDIFICATION, ETC. CONTRACTOR SHALL PROVIDE FULLY FUNCTIONAL SYSTEM AS APPROVED BY TENANT. ASSIST IN ANY NECESSARY TRAINING AND/OR PROGRAMMING PER TENANTS REQUIREMENTS. 3. COORDINATE CONTROL REQUIREMENTS AND SETTINGS WITH LANDLORD REQUIREMENTS PRIOR TO BID. IF REQUIRED PROVIDE ALL EQUIPMENT TO TIE INTO LANDLORD SYSTEMS. SECTION 15502 - MATERIALS A. SEE PLANS FOR SCHEDULES AND DETAILS OF EQUIPMENT. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE ALL REQUIREMENTS WITH LANDLORD. 1. THIS CONTRACTOR SHALL PROVIDE ALL NECESSARY PARTS AND LABOR INCLUDING BUT NOT LIMITED TO FANS, BELTS, PULLEYS, BEARINGS, DAMPERS, COILS AND MOTORS AS REQUIRED TO OBTAIN A FULLY OPERATIONAL UNIT THAT MEETS OR EXCEEDS THE DESIGN QUANTITIES SET FORTH IN THESE DOCUMENTS INCLUDING BUT NOT LIMITED TO CAPACITY, CFM AND EXTERNAL STATIC PRESSURE. B. DUCTWORK - FIBERGLASS DUCT BOARD IS NOT APPROVED 1. ALL SUPPLY, RETURN, EXHAUST AND RELIEF DUCTWORK SHALL BE GALVANIZED STEEL SHALL BE MANUFACTURED (GAUGES, REINFORCEMENT AND CONNECTIONS), AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA "HVAC DUCT CONSTRUCTION STANDARDS". 2. ALL ELBOWS SHALL HAVE A MINIMUM THROAT RADIUS OF ONE HALF THE DUCT WIDTH OR SHALL BE PROVIDED WITH TURNING VANES. 3. HANG DUCTWORK FROM STRUCTURE ACCORDING TO SMACNA STANDARDS. CONTRACTOR SHALL BE REQUIRED TO INSTALL SEISMIC BRACING AS REQUIRED BY LANDLORD CRITERIA AND/OR LOCAL CODES. 4. ALL DUCT JOINTS AND LONGITUDINAL SEAMS SHALL BE SEALED WITH A WATER BASED DUCT SEALER, DURO DYNE "DUROSEAL" OR APPROVED EQUAL. 5. PROVIDE FLEXIBLE DUCT CONNECTIONS CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC AT EQUIPMENT INLET AND OUTLET TO ISOLATE VIBRATION. 6. THE FINAL 4' OF DUCTWORK TO THE AIR DEVISE MAY BE FLEXIBLE CLASS 1 DUCT WITH R-5 INSULATION AND FOIL VAPOR BARRIER. DUCTWORK MUST MEET LOCAL REQUIREMENTS AND LANDLORDS CRITERIA. 7. THE FIRST 15 FT OF DUCTWORK FROM THE ROOFTOP UNIT SHALL BE INTERNALLY LINED WITH 1 IN FIBROUS GLASS DUCT LINER WITH ANTI -MICROBIAL COATING FOR CONDENSATE AND NOISE. 8. ALL SUPPLY TAKE -OFFS SHALL HAVE AIR SCOOP AND MANUAL VOLUME DAMPER WITH QUADRANT LOCKING HANDLE FOR BALANCING. WHERE DUCTWORK IS LOCATED ABOVE A GYPSUM BOARD CEILING, A CABLE CONTROLLED DAMPER OPERATOR SHALL BE FURNISHED, YOUNG REGULATOR COMPANY OR EQUAL. GENERAL NOTES Work to be accomplished on these Drawings and the accompanying specifications includes the furnishing of all labor, materials, equipment, and services necessary for the proper completion of all mechanical work. Before submitting a proposal on the work contemplated on these drawings and accompanying specifications, each bidder shall examine the site, check as to the means of making connections to services, and shall become familiar with all the existing conditions and limitations. No extras will be allowed because of the contractor's misunderstanding as to the amount of work involved or his lack of knowledge of any site conditions which may affect his work. Any apparent variance of the plan or specification from existing conditions at the site shall be called to the attention of the Engineer during the bid period so clarification can be made by addendum. . Existence of any wires, conduits, pipes, ducts, or other facilities are shown in a general way only. It will be the duty of the contractor to visit the site and make exact determination of the existence of any such facilities prior to the submission of his bid. It is understood that he will be responsible for making the exact determination of the location and condition of such facilities. 4. All required fees, permits, and inspections shall be obtained and/or arranged for by the contractor under the section of the Specifications for which they are required. 5 Regular inspections shall be arranged by the contractor as required by any and all regulations. All charges from regulating agencies for inspections of installations or review of plans and Specifications shall be paid by the contractor. 6 Contractor to provide Certificate of Final Inspection. 7 All materials and workmanship shall comply with all current and applicable codes, specifications, ordinances, laws, regulations, industry standards, and utility company regulations. 8 In case of difference among building codes, specifications, state laws, local ordinances, industry standards, and utility company regulations and the Contract Documents, the most stringent shall govern. Contractor shall promptly notify the Engineer in writing of any such difference. 9 All applicable federal, state, and local laws and ordinances shall be adhered to throughout the construction project. 10. Non -Compliance. Should the contractor perform any work that does not comply with the requirements of the applicable building codes, state laws, local ordinances, industry standards, and utility company regulations, he shall bear all costs arising to correct the deficiencies. 11. Contractor shall initiate, maintain, and supervise all safety pre -cautions required for his work, including regulations of the Occupational Safety and Health Administration (OSHA). 12. Drawings are to scale as noted, but the contractor shall refer to Architectural and Structural Drawings for exact location of partitions, walls, beams, shafts, equipment, etc. 13. Each trade shall obtain drawings and specifications of all other trades and coordinate his work with all other trades. 14. Drawings show the general arrangement of ductwork, piping, equipment, and appurtenances and shall be followed as closely as actual building construction and work of other trades will permit. Mechanical work shall conform to the requirements shown on all of the drawings. Architectural and Structural Drawings shall take precedence over Mechanical Drawings. Because of the small scale of the Mechanical Drawings, it is not possible to indicate all offsets, fittings, and accessories that may be required. 15. Discrepancies discovered before or after work has started shall be brought to the attention of the Engineer immediately, and the Engineer reserves the right to require minor changes in the work of any contractor to eliminate such discrepancies with no change in contract cost. 16. Plans and specifications are complementary, and what is called for in either one shall be as binding as if called for in both. 17. Where a disagreement exists between the plans and specifications, the item or arrangement of better quality, greater quality, or higher cost shall be included in the bid. 18. Normal use of the facility shall not be disturbed, except within the immediate construction area. All walks, driveways, and entrances shall be kept clear and free of all contractor's equipment, material, and debris at all times. 19. All materials and equipment shall be stored in such a place and in such a manner that a minimum of congestion will result. the placing of such materials and equipment shall be subject to the approval of the owner. 20. Contractor shall thoroughly examine the existing building with regard to what temporary measures he must take in order to permit the owner to occupy specific areas of the building during the various construction phases. in general, systems must remain in use in those designated areas to permit the owner to function in a pre -construction manner. 21. Each contractor shall coordinate work with other trades in the installation of equipment, piping, conduit, and ductwork. 22. HVAC/sheet-metal contractor shall initiate the coordination process by providing reproducible plan drawings showing ductwork and equipment. 23. Drawings to be forwarded to the piping contractor and electrical contractor for inclusion of their systems work. 24. Contractors shall solve all coordination conflicts among themselves when possible. Engineer will arbitrate when necessary, and his judgment will stand, with no additional cost to the owner. 25. Access panels shall be furnished by the trade requiring them and delivered to the general contractor for installation. 26. Access panels shall be as manufactured by Milcor, or approved equal, and of type the is compatible with construction and finish of the wall and/or ceiling 27. Each trade shall perform all cutting and patching necessary in order to perform the work, unless such work has been delegated to the general contractor/another trade. However, special permission shall be obtained from the engineer before cutting structural members or finished materials. All patching shall be performed in such manner as to leave no visible trace and to return the part affected to the condition of undisturbed work. Patching work shall be performed by persons experienced, skilled, and licensed for the particular type of work involved. Inferior work will not be accepted. All holes in masonry shall be drilled with rotary drills. Impact tools shall not be used. 28. Each trade shall bear the expense of all cutting, patching, repairing, or replacing of the work of other trades required because of his fault, error, or tardiness of because of any damage done by him. 29. Each trade shall provide all holes and openings required for his work, unless such holes and openings are shown to be provided on the architectural or structural drawings. 30. Each trade shall remove existing work that is shown, specified, or obviously necessary for completion of his work. Owner shall have the option of retaining any item or material removed under this contract. Items or materials not retained by owner shall become the property of the trade and shall be removed from the premises. 31. Each trade shall periodically clear away all debris, surplus materials, etc., resulting from his work or operations, leaving the job and the equipment furnished under any or all contracts in a clean condition. 32. Each trade shall test the equipment provided and/or installed under the specification and shall demonstrate its proper operation to the owner's operating engineer. 33. Each trade shall furnish, without additional expense to the owner, the services of competent instructors, who will give full instruction in the care, adjustment, and operation and maintenance of all parts of the equipment to the owner's permanent employees who are to have charge of the equipment. 34. HVAC subcontractor shall be responsible for tested & rated fire stop systems for all thru-penetration of walls, floors & roof assemblies resulting from piping & other work under his contract. refer to specification section for fire stopping for requirements. 35. All wood nailers and other lumber which is installed in contact with metal, concrete, or masonry shall be pressure treated against decay (unless otherwise noted). C. TESTING, ADJUSTING, AND BALANCING 1. THE ADJUSTING AND BALANCING OF THE AIR FLOW THROUGHOUT THE FACILITY SHALL BE PERFORMED BY AN NEBB OR AABC CERTIFIED AIR BALANCER AS HIRED BY THE MECHANICAL CONTRACTOR. THE BALANCING SHALL TAKE PLACE AFTER THE FINAL PUNCH LIST. THE BALANCING CONTRACTOR SHALL VERIFY THAT ITEMS ON THE PUNCH LIST EFFECTING THE AIR BALANCE REPORT ARE COMPLETED PRIOR TO STARTING THE AIR BALANCE. THE MECHANICAL CONTRACTOR SHALL PROVIDE ASSISTANCE TO THE TESTING AND BALANCING CONTRACTOR BY MAKING ADJUSTMENTS TO THE SYSTEM AND SYSTEM COMPONENTS REQUIRED FOR ACHIEVING DESIGN PERFORMANCE. THE BALANCING REPORT SHALL INCLUDE AT MINIMUM THE FOLLOWING: A. CERTIFICATION NUMBER OF THE AIR BALANCER. B. CALIBRATION DATES AND INFORMATION ON THE EQUIPMENT USED FOR BALANCING. C. ITEM BEING TESTED WITH MAKE, MODEL AND SERIAL NUMBERS D. AIR CFM AT INLET AND OUTLET OF SUPPLY UNIT (PRELIMINARY READING, FIRST ADJUSTMENT, SECOND ADJUSTMENT) D. AIR CFM AT DISTRIBUTION POINT (PRELIMINARY READING, FIRST ADJUSTMENT, SECOND ADJUSTMENT). EACH GRILLE, REGISTER, DIFFUSER SHALL BE LABELED ON A MASTER PLAN THAT SHOULD BE INCLUDED IN THE FINAL REPORT. E. MOTOR AMP READINGS AFTER EACH ADJUSTMENT. F. MOTOR AND FAN RPM READINGS AFTER EACH ADJUSTMENT. G. STATIC PRESSURE AT UNIT INCLUDING, INLET, OUTLET AND TOTAL. H. OUTSIDE AIR CFM. I. SUBMIT (4) COPIES OF THE AIR BALANCE REPORT TO THE TENANT'S PROJECT MANAGER. SEPARATE BRUCE M. CARLSON arcnitacturo ' planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TU KWI LA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: MECHANICAL SPECIFICATIONS REVISIONS: NO: DATE: B Y: 0 11.15.2017 PERMIT SET RECEI CITY OF T JAN 2 VED UKWILA 4 2018 PERMIT C ENTER PROJECT NO: 3588.0097 DRAWN BY: JMH M3.0 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 jsaxton — 1/12/2018 9:28:51 AM 0 h S 00 i 4) 0 0 v U 0, 0 cosi W z Q W z i 0 a_ i Ilx la 1 i \•": c. 1 co 1 I PLUMBING PLAN - WASTE & VENT PLUMBING KEYNOTES O PIPE INDIRECT WASTE FROM OWNER FURNISHED EQUIPMENT TO DRAIN PIPE. DRAINS MAY NOT BE COMBINED, NO EXCEPTIONS. TERMINATE WITH AIR GAP PER LOCAL CODE. FIELD VERIFY CONNECTION TO EQUIPMENT. O PIPE PRESSURE RELIEF VALVE AND DRAIN PAN LINES FROM WATER HEATER (WH -1) DOWN TO MOP SINK. SEE DETAIL 2/P2.0. CONNECT TO SEWER STUB -IN. CONNECT TO 4" SANITARY SEWER STUB -IN WITH CLEANOUT. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. O4 CONNECT TO SANITARY VENT STUB -IN. FIELD VERIFY EXACT SIZE, LOCATION AND ROUTING PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. FURNISH AND INSTALL GREASE TRAP SCHIER MODEL #GB -2 WITH 35 GPM RATING, 130.5 LB. GREASE CAPACITY AND BUILT-IN FLOW CONTROL. MAINTAIN MANUFACTURERS SERVICE ACCESS. SEE DETAIL 3/P2.0. 3 -COMP SINK WITH 2" WASTE AND VENT CONNECTIONS. PIPE DIRECT WASTE CONNECTION TO GREASE TRAP. SEE DETAIL 3/P2.0. MOP SINK (F1) WITH 3" WASTE AND VENT CONNECTIONS. HAND SINK WITH 1-1/Z WASTE AND VENT CONNECTIONS. O PIPE IN -DIRECT WASTE FROM WATER FILTER (J65-01) TO MOP SINK. DRAINS MAY NOT BE COMBINED, NO EXCEPTIONS. TERMINATE WITH AIR GAP PER LOCAL CODE. FIELD VERIFY CONNECTION TO EQUIPMENT. RAPID RINSE STATION WITH 1-1/2" WASTE AND VENT CONNECTIONS. A 11 PROVIDE 2 INCH WASTE PIPE WITH ABOVE GROUND TRAP AND FUNNEL SPOUT. ROUTE INDIRECT WASTE LINE FROM COFFEE BREWER TO FUNNEL. 12 ROUTE 2 INCH WASTE PIPE WITHIN WALL AND TERMINATE A EXISTING SANITARY WASTE LINE AT DEMO'D RESTROOM. PROVIDE WALL CLEANOUT. A GENERAL NOTES A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS FOR BIDDING PURPOSES. FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THEIR WORK. B. NOT ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. IS SHOWN ON THE PLANS. ALL EXISTING EQUIPMENT AND PIPING SHOWN DOES NOT REFLECT ALL OFFSETS, LENGTHS AND LOCATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT AND PIPING TO BE REMOVED AND/OR CONNECTED TO PRIOR TO BID. C. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. D. CONCRETE CUTS SHALL BE STRAIGHT AND CLEAN. REPLACE SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT. E. WASTE & VENT PIPING BELOW GRADE AND THRU FLOOR SHALL BE 2" MINIMUM. F. FIELD VERIFY SIZE, LOCATION & INVERT ELEVATION OF EXISTING SANITARY SEWER. G. PITCH ALL UNDERFLOOR SANITARY WASTE PIPING 4" AND GREATER AT 1/8" PER FOOT. ALL OTHER BELOW GRADE PIPING SLOPED AT 1/4" PER FOOT. H. CLEANOUTS MUST BE INSTALLED WHERE SHOWN ON PLANS AND ADDITIONAL CLEANOUTS WHERE REQUIRED BY CODE. I. REFER TO WATER & WASTE RISERS 4/P2.0 & 5/P2.0 FOR ADDITIONAL SIZES AND NOTES. REFER TO SHEETS P2.0 FOR ADDITIONAL NOTES, DETAILS AND SCHEDULES. J. PLUMBING CONTRACTOR SHALL PROVIDE CROSS CONNECTION CONTROL PER IPC 606. K. WASTE AND VENT PIPING IN PLENUM CEILING SPACES TO BE CAST IRON NO HUB, SEE SPECIFICATIONS. L COORDINATE ROUTING OF WATER, VENT, WASTE AND STORM PIPING WITH STRUCTURE, CEILING ELEVATION, ELECTRICAL SWITCHGEAR, DUCTWORK, LIGHTS, SPRINKLER PIPING AND ALL OTHER TRADES. M. COORDINATE KITCHEN ROUGH -IN REQUIREMENTS WITH FOOD SERVICE DRAWINGS AND SCHEDULES. N. WASTE CONTAINING GREASE SHALL DISCHARGE THRU GREASE WASTE AS SHOWN. 0. ALL HUB DRAINS AND INDIRECT DRAINS SHALL BE MOUNTED IN EXPOSED READILY ACCESSIBLE LOCATIONS. COORDINATE FINAL DRAIN LOCATIONS WITH KITCHEN EQUIPMENT. P. MATERIAL EXPOSED WITHIN RETURN AIR PLENUM CEILINGS SHALL COMPLY WITH IMC SECTION 602.2. Q. PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TESTED & RATED FIRE STOP SYSTEMS FOR ALL THRU-PENETRATION OF WALLS, FLOORS & ROOF ASSEMBLIES RESULTING FROM PIPING & OTHER WORK UNDER HIS CONTRACT. REFER TO FIRESTOPPING SPEC SECTION FOR REQUIREMENTS. R. PLUMBING CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND PIPING NOT BEING USED IS FULLY REMOVED AND NOT ABANDONED. COORDINATE REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDMONAL INFORMATION. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. SEPAR S. ALL INSTALLATIONS, EQUIPMENT AND MATERIAL SHALL COMPLY WITH ALL APPA .AU ► ENT. PP, VAL S EXISTING BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY H U FFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: AS il,;. t. • •CI) "Cl • 73 I. •aq %. , 5575 ,y MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: WASTE AND VENT PLUMBING PLAN REVISIONS: NO: DATE: B Y: 0 11.15.2017 PERMIT SET RECEIVED CITY OF TUKWILA JAN 21 2018 PERNIIT CENTER PROJECT NO: 3588.0097 DRAWN BY: JMH P1l,o COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 jsaxton — 1/12/2018 9:14:53 AM 3 0 a S Ib i 0 0 0 Ir 0 od o 2 a U, W IJJ CA 2 W a I I, L L' -r _' I CHEMICAL DISPENSER BY OTHERS. I r I MOP SINK FAUC Ik \ - --- CHEMICAL DISPENSER ASSEMBLIES SHALL MEET THE REQUIREMENTS OF ASSE 1055 WITH A PRESSURE BLEEDING DEVICE (SIDE -KICK) & A BACKFLOW PREVENTER. NO EXCEPTION. WYE CONNECTORS ARE NOT EQUAL. 3/4" WATTS N9 -CD HOSE CONNECTION BACKFLOW PREVENTER. ASSE 1052 OR EQUAL. PRESSURE BLEEDING DEVICE ECOLAB SIDEKICK. NO EXCEPTIONS. CHEMICAL DISPENSER VACUUM SCALE: NONE REAKER DETAIL PLUMBING PLAN - WATER 1/2" = 1'-0" PLUMBING KEYNOTES OCONNECT TO EXISTING 1" COLD WATER STUB IN FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDffiONAL INFORMATION. 0 FURNISH AND INSTALL ASSE 1070 POINT -OF -USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. 0 PLUMBING CONTRACTOR TO FURNISH AND INSTALL NEW HOT WATER HEATER (WH -1). CONTRACTOR TO MOUNT ON SHELF ABOVE MOP SINK. 1" HOT AND COLD WATER CONNECTIONS. DRAIN PAN AND TEMPERATURE/PRESSURE RELIEF SEPARATELY TO MOP SINK. CONTRACTOR TO VERIFY WORKING CONDITION PRIOR TO BID. SEE DETAIL 2/P2.0. O4 3/4" COLD WATER DOWN TO WATER FILTRATION SYSTEM MOUNTED BELOW SINK DRAIN BOARD. SEE DETAIL 4/P2.0. PIPE THRU WATER FILTER (J65-01) AND CONNECT TO COFFEE MAKER AND ICE MAKER (C21-01 AND J60-02). FURNISH AND INSTALL BACKFLOW PROTECTION AS REQUIRED BY LOCAL AUTHORITY. EXTEND DRAIN TO FLOOR SINK. AIR GAP PER LOCAL AUTHORITY. O5 3 -COMP SINK WITH 1/2" HOT AND COLD WATER CONNECTIONS. PROVIDE SHUT-OFF VALVES AND CHECK VALVES. O6 MOP SINK (F1) WITH 1/2" HOT AND COLD CONNECTIONS. PROVIDE BACKFLOW PROTECTION PER DETAIL 2/P1.1. 0 1/2" COLD WATER & 1/2" HOT WATER DOWN TO FIXTURE. FIELD VERIFY EXACT ROUTING. O8 DO NOT ROUTE PIPING OVER ELECTRICAL SWITCHGEAR. FIELD VERIFY PRIOR TO INSTALLATION. p ROUTE PIPING BELOW COUNTER TO FIXTURE. FIELD COORDINATE FINAL CONNECTION WITH KITCHEN EQUIPMENT INSTALLER. AVOID CONFLICT. 10 RUN FILTERED WATER UNE DOWN IN WALL 11 1/2" FILTERED COLD WATER TO FIXTURE. FURNISH AND INSTALL BACKFLOW PROTECTION AS REQUIRED BY LOCAL AUTHORITY. 12 1/2" COLD WATER DOWN TO FIXTURE. FIELD VERIFY EXACT ROUTING. GENERAL NOTES A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS FOR BIDDING PURPOSES. FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THEIR WORK. B. NOT ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. IS SHOWN ON THE PLANS. ALL EXISTING EQUIPMENT AND PIPING SHOWN DOES NOT REFLECT ALL OFFSETS, LENGTHS AND LOCATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT AND PIPING TO BE REMOVED AND/OR CONNECTED TO PRIOR TO BID. C. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. D. CONCRETE CUTS SHALL BE STRAIGHT AND CLEAN. REPLACE SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT. E. WASTE & VENT PIPING BELOW GRADE AND THRU FLOOR SHALL BE 2" MINIMUM. F. FIELD VERIFY SIZE, LOCATION & INVERT ELEVATION OF EXISTING SANITARY SEWER. G. PITCH ALL UNDERFLOOR SANITARY WASTE PIPING 4" AND GREATER AT 1/8" PER FOOT. ALL OTHER BELOW GRADE PIPING SLOPED AT 1/4" PER FOOT. H. CLEANOUTS MUST BE INSTALLED WHERE SHOWN ON PLANS AND ADDITIONAL CLEANOUTS WHERE REQUIRED BY CODE. I. REFER TO WATER & WASTE RISERS 4/P2.0 & 5/P2.0 FOR ADDITIONAL SIZES AND NOTES. REFER TO SHEETS P2.0 FOR ADDITIONAL NOTES, DETAILS AND SCHEDULES. J. PLUMBING CONTRACTOR SHALL PROVIDE CROSS CONNECTION CONTROL PER IPC 606. K. WASTE AND VENT PIPING IN PLENUM CEILING SPACES TO BE CAST IRON NO HUB, SEE SPECIFICATIONS. L COORDINATE ROUTING OF WATER, VENT, WASTE AND STORM PIPING WITH STRUCTURE, CEILING ELEVATION, ELECTRICAL SWITCHGEAR, DUCTWORK, LIGHTS, SPRINKLER PIPING AND ALL OTHER TRADES. M. COORDINATE KITCHEN ROUGH -IN REQUIREMENTS WITH FOOD SERVICE DRAWINGS AND SCHEDULES. N. WASTE CONTAINING GREASE SHALL DISCHARGE THRU GREASE WASTE AS SHOWN. 0. ALL HUB DRAINS AND INDIRECT DRAINS SHALL BE MOUNTED IN EXPOSED READILY ACCESSIBLE LOCATIONS. COORDINATE FINAL DRAIN LOCATIONS WITH KITCHEN EQUIPMENT. P. MATERIAL EXPOSED WITHIN RETURN AIR PLENUM CEILINGS SHALL COMPLY WITH IMC SECTION 602.2. Q. PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TESTED & RATED FIRE STOP SYSTEMS FOR ALL THRU-PENETRATION OF WALLS, FLOORS & ROOF ASSEMBUES RESULTING FROM PIPING & OTHER WORK UNDER HIS CONTRACT. REFER TO FIRESTOPPING SPEC SECTION FOR REQUIREMENTS. R. PLUMBING CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND PIPING NOT BEING USED IS FULLY REMOVED AND NOT ABANDONED. COORDINATE REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. SEP� S. ALL INSTALLATIONS, EQUIPMENT AND MATERIAL SHALL COMPLY WITH ALL Ppt11 �QRD REQUIREMENTS. APPROVAL U T. � EX G TO REMAI E. - 'D1 I ° s t r 'i ��L BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: WATER PLUMBING PLAN REVISIONS: NO: DATE: 0 A 11.15.2017 01.09.2018 BY: PERMIT SET PERMIT RECHECK RECE CITY OF JAN 2 WED TIIKWILA 1} 1018 ENTER PERMIT C PROJECT NO: 3588.0097 DRAWN BY: JMH P1.1 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 f -- I� n n n n I I r FE■ Ii I 1 IIii , N, r I \ I I C� c , --„...._____J I 0 II li 1 111 III . / 1 - L IL LI = ------ Lt — iI 1i tli li II — —I / 1: / Li J / TT! IIS 1 � � I, — J --.l �\ , /////' I I o o [>[-1 :// --- � Ili / �. \ III 1 b _� L .' III �J( \ III ii II /c -i: 1 I T-- � III IIII I II X11 1 II II II / r—=____��- / III 11/ \ 1 I / .. ti `' I I I 1I J b rFi, 4,111 J / r, 41) `� 4 — I ' -� s , J65-D1 O '� 1 YN If: III II II11 I�_�-~~ H17 tl IIIII�/ / '��-- - �� ;` I Fri -7 -I-�1 \ 'i lh III 1111 v� 1 m J6o-o2 1 1111 /1 Wit �` ;;; Yy L__ I J I 1 - - - - 7 - ,- Irk — — — 1 I $ / 1 12 C21-01 U 0 0 �.J —c L MIIM% 0 J52-01 O 00 J50-02 J54-01 \ 0'AZik 3 9 CHEMICAL DISPENSER ASSEMBLIES SHALL MEET THE REQUIREMENTS OF ASSE 1055 WITH A PRESSURE BLEEDING DEVICE (SIDE -KICK) & A BACKFLOW PREVENTER. NO EXCEPTION. WYE CONNECTORS ARE NOT EQUAL. 3/4" WATTS N9 -CD HOSE CONNECTION BACKFLOW PREVENTER. ASSE 1052 OR EQUAL. PRESSURE BLEEDING DEVICE ECOLAB SIDEKICK. NO EXCEPTIONS. CHEMICAL DISPENSER VACUUM SCALE: NONE REAKER DETAIL PLUMBING PLAN - WATER 1/2" = 1'-0" PLUMBING KEYNOTES OCONNECT TO EXISTING 1" COLD WATER STUB IN FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDffiONAL INFORMATION. 0 FURNISH AND INSTALL ASSE 1070 POINT -OF -USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. 0 PLUMBING CONTRACTOR TO FURNISH AND INSTALL NEW HOT WATER HEATER (WH -1). CONTRACTOR TO MOUNT ON SHELF ABOVE MOP SINK. 1" HOT AND COLD WATER CONNECTIONS. DRAIN PAN AND TEMPERATURE/PRESSURE RELIEF SEPARATELY TO MOP SINK. CONTRACTOR TO VERIFY WORKING CONDITION PRIOR TO BID. SEE DETAIL 2/P2.0. O4 3/4" COLD WATER DOWN TO WATER FILTRATION SYSTEM MOUNTED BELOW SINK DRAIN BOARD. SEE DETAIL 4/P2.0. PIPE THRU WATER FILTER (J65-01) AND CONNECT TO COFFEE MAKER AND ICE MAKER (C21-01 AND J60-02). FURNISH AND INSTALL BACKFLOW PROTECTION AS REQUIRED BY LOCAL AUTHORITY. EXTEND DRAIN TO FLOOR SINK. AIR GAP PER LOCAL AUTHORITY. O5 3 -COMP SINK WITH 1/2" HOT AND COLD WATER CONNECTIONS. PROVIDE SHUT-OFF VALVES AND CHECK VALVES. O6 MOP SINK (F1) WITH 1/2" HOT AND COLD CONNECTIONS. PROVIDE BACKFLOW PROTECTION PER DETAIL 2/P1.1. 0 1/2" COLD WATER & 1/2" HOT WATER DOWN TO FIXTURE. FIELD VERIFY EXACT ROUTING. O8 DO NOT ROUTE PIPING OVER ELECTRICAL SWITCHGEAR. FIELD VERIFY PRIOR TO INSTALLATION. p ROUTE PIPING BELOW COUNTER TO FIXTURE. FIELD COORDINATE FINAL CONNECTION WITH KITCHEN EQUIPMENT INSTALLER. AVOID CONFLICT. 10 RUN FILTERED WATER UNE DOWN IN WALL 11 1/2" FILTERED COLD WATER TO FIXTURE. FURNISH AND INSTALL BACKFLOW PROTECTION AS REQUIRED BY LOCAL AUTHORITY. 12 1/2" COLD WATER DOWN TO FIXTURE. FIELD VERIFY EXACT ROUTING. GENERAL NOTES A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS FOR BIDDING PURPOSES. FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THEIR WORK. B. NOT ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. IS SHOWN ON THE PLANS. ALL EXISTING EQUIPMENT AND PIPING SHOWN DOES NOT REFLECT ALL OFFSETS, LENGTHS AND LOCATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT AND PIPING TO BE REMOVED AND/OR CONNECTED TO PRIOR TO BID. C. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES, DUCTWORK AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. D. CONCRETE CUTS SHALL BE STRAIGHT AND CLEAN. REPLACE SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT. E. WASTE & VENT PIPING BELOW GRADE AND THRU FLOOR SHALL BE 2" MINIMUM. F. FIELD VERIFY SIZE, LOCATION & INVERT ELEVATION OF EXISTING SANITARY SEWER. G. PITCH ALL UNDERFLOOR SANITARY WASTE PIPING 4" AND GREATER AT 1/8" PER FOOT. ALL OTHER BELOW GRADE PIPING SLOPED AT 1/4" PER FOOT. H. CLEANOUTS MUST BE INSTALLED WHERE SHOWN ON PLANS AND ADDITIONAL CLEANOUTS WHERE REQUIRED BY CODE. I. REFER TO WATER & WASTE RISERS 4/P2.0 & 5/P2.0 FOR ADDITIONAL SIZES AND NOTES. REFER TO SHEETS P2.0 FOR ADDITIONAL NOTES, DETAILS AND SCHEDULES. J. PLUMBING CONTRACTOR SHALL PROVIDE CROSS CONNECTION CONTROL PER IPC 606. K. WASTE AND VENT PIPING IN PLENUM CEILING SPACES TO BE CAST IRON NO HUB, SEE SPECIFICATIONS. L COORDINATE ROUTING OF WATER, VENT, WASTE AND STORM PIPING WITH STRUCTURE, CEILING ELEVATION, ELECTRICAL SWITCHGEAR, DUCTWORK, LIGHTS, SPRINKLER PIPING AND ALL OTHER TRADES. M. COORDINATE KITCHEN ROUGH -IN REQUIREMENTS WITH FOOD SERVICE DRAWINGS AND SCHEDULES. N. WASTE CONTAINING GREASE SHALL DISCHARGE THRU GREASE WASTE AS SHOWN. 0. ALL HUB DRAINS AND INDIRECT DRAINS SHALL BE MOUNTED IN EXPOSED READILY ACCESSIBLE LOCATIONS. COORDINATE FINAL DRAIN LOCATIONS WITH KITCHEN EQUIPMENT. P. MATERIAL EXPOSED WITHIN RETURN AIR PLENUM CEILINGS SHALL COMPLY WITH IMC SECTION 602.2. Q. PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TESTED & RATED FIRE STOP SYSTEMS FOR ALL THRU-PENETRATION OF WALLS, FLOORS & ROOF ASSEMBUES RESULTING FROM PIPING & OTHER WORK UNDER HIS CONTRACT. REFER TO FIRESTOPPING SPEC SECTION FOR REQUIREMENTS. R. PLUMBING CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND PIPING NOT BEING USED IS FULLY REMOVED AND NOT ABANDONED. COORDINATE REQUIREMENTS WITH THE GENERAL CONTRACTOR AND LANDLORD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR PRIOR TO BID AND INCLUDE ALL COSTS IN BID AS DIRECTED BY THE GENERAL CONTRACTOR. SEP� S. ALL INSTALLATIONS, EQUIPMENT AND MATERIAL SHALL COMPLY WITH ALL Ppt11 �QRD REQUIREMENTS. APPROVAL U T. � EX G TO REMAI E. - 'D1 I ° s t r 'i ��L BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: WATER PLUMBING PLAN REVISIONS: NO: DATE: 0 A 11.15.2017 01.09.2018 BY: PERMIT SET PERMIT RECHECK RECE CITY OF JAN 2 WED TIIKWILA 1} 1018 ENTER PERMIT C PROJECT NO: 3588.0097 DRAWN BY: JMH P1.1 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 jsaxton — 1/12/2018 9:15:01 AM FIXTURES PROVIDED BY PLUMBING CONTRACTOR PLUMBING FIXTURE SCHEDULE # MANUFACTURER/MODEL FIXTURE TYPE LOCAL CONNECTIONS HEIGHT NOTES WASTE VENT : C.W. H.W. F1 ACORN #TRH -2424-10 CHICAGO # 540-LD897SGCCP TERRAllO MOP SERVICE BASIN WITH 10" HIGH WALLS COMPLETE WITH STAINLESS STEEL STRAINER AND DRAIN FOR CAULKED CONNECTION WALL MOUNTED FAUCET WITH CHECK VALVES TO PREVENT CROSSOVER BETWEEN HOT & COLD. FAUCET SPOUT WITH 3/4" HOSE THREADS, VACUUM BREAKER, INTEGRAL STOP ARMS, CHROME FINISH, WALL BRACE. 3" - 2" - - 3/4" - 3/4" FLR 36" 1 FCO SIOUX CHIEF # 834-4DNR FULLY ADJUSTABLE ROUND CLEANOUT WITH POLISHED CAST NICKEL RING & COVER " 3 , 4" - - - FLR - FS ZURN # Z-1901-2 CAST IRON PORCELAIN ENAMELED, ACID RESISTANT FLOOR SINK WITH INTERNAL DOME GRID STRAINER AND HALF GRATE 3" _ _ - - - FD SIOUX CHIEF # 832-3DNR FULLY ADJUSTABLE ROUND FLOOR DRAIN WITH POLISHED CAST NICKEL STRAINER 3" 2" - - FLR 1 GT SCHIER # GB -2 GREASE TRAP WITH 35 GPM, 130.5 LBS GREASE CAPACITY, BUILT-IN FLOW CONTROL, 4" CONNECTIONS, TOP EXTENSIONS 4" 2" - - FLR 1 MECHANICAL NOTES: 1. ADA APPROVED. 1. FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR, PLUMBING CONTRACTOR TO MAKE FINAL CONNECTIONS. VERIFY ALL ROUGH -IN HEIGHTS & LOCATIONS. SEE FOOD SERVICE PLANS. 2. PIPE INDIRECT WASTE TO FLOOR DRAIN. TERMINATE WITH AIR GAP PER LOCAL CODE. 3. PROVIDE AND INSTALL ASSE 1012 OR 1022 DUAL CHECK VALVE TYPE BACKFLOW PREVENTOR. PIPE DUAL CHECK VALVE BACKFLOW PREVENTOR DRAIN TO NEAREST FD. 4. ALL DIRECT CONNECT APPLIANCES SHALL BE INDIVIDUALLY PROTECTED AGAINST BACKFLOW TO MEET IPC 606 W/ APPLICABLE AMMENDMENTS. 5. ALL APPLIANCES SUCH AS CARBONATED BEVERAGE MACHINES, COFFEE MAKERS ICE MACHINES, ESPRESSO MACHINES, DISHWASHERS AND SIMILAR EQUIPMENT W/ DIRECT CONNECTIONS TO POTABLE WATER SHALL BE PROTECTED BY ASSE 1012 OR 1022 DUAL CHECK VALVE TYPE BACKFLOW PREVENTOR OR EQUIVALENT TO MEET LOCAL CODES. 6. FIXTURE TO DRAIN TO GREASE WASTE. 7. PIPE (3) 2" DRAINS TOGETHER AND DISCHARGE INTO FLOOR SINK. 3 COMPARTMENT SINK TO DRAIN THRU GREASE TRAP. 8. PLUMBING CONTRACTOR TO FURNISH AND INSTALL LAWLER MODEL #TMM-1000 POINT -OF -USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. 10. NOT SYSTEM (J65-01) TO BE CONNECTED TO FIXTURES (KITCHEN ITEM # C21-01, J60-02). PLUMBING PIPING LEGEND F 120' 40' SW GW COLD WATER ALTERED COLD WATER 120 DEGREE HOT WATER CIRCULATING HOT WATER VENT 140 DEGREE HOT WATER SANITARY WASTE GREASE WASTE G SW GW G GAS LINE CONNECT TO EXISTING EXISTING COLD WATER EXISTING HOT WATER EXISTING VENT EXISTING SANITARY WASTE EXISTING GREASE WASTE EXISTING GAS LINE WATER RISER NONE C21-01 WATER HEATER SCHEDULE <ITCHE\=QUIPvE\T SCHEThULE EQUIPMENT FURNISHED BY KITCHEN EQUIP CONTRACTOR, INSTALLED BY PLUMBING CONTRACTOR # FIXTURE LOCAL CONNECTIONS NOTES WASTE VENT C.W. H.W. EWT CO LWT CO WATTS 110'F 140'F C21-01 COFFEE BREWER - - 1/4" - - 1, 2, 3, 4, 5, 10 J60-02 ICE MACHINE 1-1/2" - 1/2" - - 1, 2, 3, 4, 5 ,10 J50-02 WALL MOUNT HAND SINK W/ FAUCET 1-1/2" 1-1/2" 1/2" 1/2" - 1, 8 J54-01 MOP SINK W/ FAUCET 3" 1-1/2" 3/4" - 3/4" 1 J52-01 3 -COMP SINK W/ FAUCETS (3) 2" 2" 3/4" - 3/4" 1, 2, 6, 7 1 ? , • • . _ B-69 RAPID RINSE STATION 1-1/2' /2" 1 1. FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR, PLUMBING CONTRACTOR TO MAKE FINAL CONNECTIONS. VERIFY ALL ROUGH -IN HEIGHTS & LOCATIONS. SEE FOOD SERVICE PLANS. 2. PIPE INDIRECT WASTE TO FLOOR DRAIN. TERMINATE WITH AIR GAP PER LOCAL CODE. 3. PROVIDE AND INSTALL ASSE 1012 OR 1022 DUAL CHECK VALVE TYPE BACKFLOW PREVENTOR. PIPE DUAL CHECK VALVE BACKFLOW PREVENTOR DRAIN TO NEAREST FD. 4. ALL DIRECT CONNECT APPLIANCES SHALL BE INDIVIDUALLY PROTECTED AGAINST BACKFLOW TO MEET IPC 606 W/ APPLICABLE AMMENDMENTS. 5. ALL APPLIANCES SUCH AS CARBONATED BEVERAGE MACHINES, COFFEE MAKERS ICE MACHINES, ESPRESSO MACHINES, DISHWASHERS AND SIMILAR EQUIPMENT W/ DIRECT CONNECTIONS TO POTABLE WATER SHALL BE PROTECTED BY ASSE 1012 OR 1022 DUAL CHECK VALVE TYPE BACKFLOW PREVENTOR OR EQUIVALENT TO MEET LOCAL CODES. 6. FIXTURE TO DRAIN TO GREASE WASTE. 7. PIPE (3) 2" DRAINS TOGETHER AND DISCHARGE INTO FLOOR SINK. 3 COMPARTMENT SINK TO DRAIN THRU GREASE TRAP. 8. PLUMBING CONTRACTOR TO FURNISH AND INSTALL LAWLER MODEL #TMM-1000 POINT -OF -USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. 10. NOT SYSTEM (J65-01) TO BE CONNECTED TO FIXTURES (KITCHEN ITEM # C21-01, J60-02). PLUMBING PIPING LEGEND F 120' 40' SW GW COLD WATER ALTERED COLD WATER 120 DEGREE HOT WATER CIRCULATING HOT WATER VENT 140 DEGREE HOT WATER SANITARY WASTE GREASE WASTE G SW GW G GAS LINE CONNECT TO EXISTING EXISTING COLD WATER EXISTING HOT WATER EXISTING VENT EXISTING SANITARY WASTE EXISTING GREASE WASTE EXISTING GAS LINE WATER RISER NONE C21-01 WATER HEATER SCHEDULE MARK LOCATION MANUFACTURER TYPE MODEL # TANK CAPACITY (CAL) HEATER DATA MECH NOTES RECOVERY (GPH) EWT CO LWT CO WATTS V PH WH#1 KITCHEN AO SMITH ELEC. TANK DSE-40 40 61 40 140 15,000 208 3 ALL MECHANICAL NOTES: 1. PROVIDE ASME APPROVED TEMPERATURE AND PRESSURE RELIEF VALVE. EXTEND DRAIN TO APPROVED RECEPTOR. TERMINATE WITH AIR GAP. 2. WATER HEATER MUST BE NSF RATED. 3. FURNISH AND INSTALL AMTROL THERM-X-TROL MODLEL #ST -5 EXPANSION TANK ON WATER HEATER. FLOW CONTROL FITTIN FURNISHED BY INTER MANUFACTURER, INST PLUMBING CONTRACTO HANGER ROD NUT (TOP & BOTTOM) WASHER (TOP & BOTTOM) HEAVY DUTY CLEVIS HANGER INSULATION PIPE INSULATION PROTECTIVE SHEETMETAL SHIELD THREADED ROD CUT TO LENGTH CLEVIS TYPE PIPE HANGER PIPE HANGER DETAIL NO SCALE FIXTURE VENT CARRIER PIPE INSULATION SHIELD FOR INSULATION SINK AND FITTINGS FURNISHED BY KITCHEN EQUIPMENT SUPPLIER AND FINAL CONNECTIONS BY PLUMBING CONTRACTOR GREASE TRAP VENT G CE DTOR ALIED R- BY 2" DRAIN WASH RINSE SAN. RINSE 1 1 T , T TO BUILDING WASTE GREASE INTERCEPTOR WCO FINISHED FLOOR DRAIN LEVERS FURNISHED BY KITCHEN EQUIPMENT SUPPLIER AND INSTALLED BY PLUMBING CONTRACTOR 3 -COMPARTMENT SINK DETAIL W. GREASE 3 NO SCALE TRAP A WATTS N36 -M1 VACUUM REUEF VALVE SHUT-OFF VALVE TYP. UNION TYP. A.S.M.E APPROVED TEMP. & PRESS. RELIEF VALVE PIPED TO MOP SINK. CONTRACTOR TO MOUNT WATER HEATER FROM STRUCTURE USING ANGLE IRON SUPPORT STAND ABOVE MOP SINK. COORDINATE WITH GENERAL CONTRACTOR FOR ATTACHING TO EXISTING STRUCTURE AMTROL THERM-X-TROL EXPANSION TANK MODEL ST -5 (2.1 GAL). SUPPORT FROM STRUCTURE. ELECTRIC WATER HEATER DRAIN VALVE. MECH CONTR TO FURNISH 6" DEEP SOLDERED SOLID DRIP PAN BELOW WATER HEATER MOUNTED IN CEILING SPACE. EXTEND 3/4" COPPER DRAIN PIPE TO MOP SINK. EXTEND DRAINS SEPARATELY TO MOP SINK. TERMINATE WITH AIR GAP PER LOCAL CODE. ELECTRIC HOT WATER HEATER DETAIL NO SCALE WASTE AND VENT RISER NONE J60-02 COLD WATER INLET BYPASS NLET BYPASS - NORMALL CLOSED (NC) FILTER COLD WATER OUTLET SHUTOFF VALVE, TYP NC PLUMBING CONTRACTOR TO INSTALL FILTER ASSEMBLY PROVIDED BY KITCHEN EQUIPMENT SUPPLIER MAINTAIN A MINIMUM OF 2" CLEARANCE FOR FILTER CHANGE WATER FILTER DETAIL NO SCALE RISER KEYNOTES NO PIPE DRAIN TO NEAREST FLOOR DRAIN/SINK. TERMINATE WITH AIR GAP. 1 1/2" FILTERED COLD WATER TO FIXTURE. FURNISH AND INSTALL BACKFLOW PROTECTION AS REQUIRED BY LOCAL AUTHORITY. ▪ PIPE INDIRECT WASTE FROM OWNER FURNISHED EQUIPMENT TO DRAIN PIPE. DRAINS MAY NOT BE COMBINED, NO EXCEPTIONS. TERMINATE WITH AIR GAP PER LOCAL CODE. FIELD VERIFY CONNECTION TO EQUIPMENT. FURNISH AND INSTALL ASSE 1070 POINT -OF -USE THERMOSTATIC MIXING VALVE UNDER EACH HAND SINK. SET TEMPERATURE TO 110 DEG. F. O4 PLUMBING CONTRACTOR TO FURNISH AND INSTALL NEW HOT WATER HEATER (WH -1). CONTRACTOR TO MOUNT ON SHLEF ABOVE MOP SINK. 1" HOT AND COLD WATER CONNECTIONS. DRAIN PAN AND TEMPERATURE/PRESSURE RELIEF SEPARATELY TO MOP SINK. CONTRACTOR TO VERIFY WORKING CONDITION PRIOR TO BID. SEE DETAIL 2/P2.0. CONNECT TO EXISTING 1" COLD WATER STUB IN FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BIDDING. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6O CONNECT TO SEWER STUB -IN. CONNECT TO 4" SANITARY SEWER STUB -IN WITH CLEANOUT. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION PRIOR TO BIDDING. REFER TO PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONNECT TO SANITARY VENT STUB -IN. FIELD VERIFY EXACT SIZE, LOCATION AND ROUTING PRIOR TO BIDDING. REFER TO PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. O FURNISH AND INSTALL GREASE TRAP SCHIER MODEL #GB -2 WITH 35 GPM RATING, 130.5 LB. GREASE CAPACITY AND BUILT-IN FLOW CONTROL. MAINTAIN MANUFACTURERS SERVICE ACCESS. SEE DETAIL 3/P2.0. • RUN FILTERED WATER LINE DOWN IN WALL. 10 ROUTE PIPING BELOW COUNTER TO FIXTURE. FIELD COORDINATE ANAL CONNECTION WITH KITCHEN EQUIPMENT INSTALLER. AVOID CONFLICT. 11 ROUTE 2 INCH WASTE PIPE WITHIN WALL AND TERMINATE A EXISTING SANITARY WASTE LINE AT DEMO'D RESTROOM. PROVIDE WALL CLEANOUT. SEPARATE PERMIT AND PP. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: PLUMBING SCHEDULES AND DETAILS REVISIONS: NO: DATE: BY: 0 0 11.15.2017 PERMIT SET 01.09.2018 PERMIT RECHECK RECEIVED CITY OF TUKWILA 2018 PERMIT CENTER PROJECT NO: 3588.0097 DRAWN BY: JMH P2.0 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 3 1.6 0 h cri0 co 2 0 0 0 C) a coco M W 0 a- N W Q w 2 W 0 a DIVISION 15000 - MECHANICAL SECTION 15001 - BASIC MECHANICAL REQUIREMENTS A. GENERAL CONDITIONS 1. THE DRAWINGS AND GENERAL CONDITIONS, INCLUDING SUPPLEMENTARY GENERAL CONDITIONS SHALL APPLY TO ALL WORK IN DIVISION 15000. 2. THE CONTRACTOR FOR THIS DIVISION SHALL REVIEW THE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, EXAMINE THE SITE, CHECK AS TO THE MEANS OF MAKING CONNECTIONS TO SERVICES, AND SHALL BECOME FAMILIAR WITH ALL THE EXISTING CONDITIONS AND LIMITATIONS BEFORE SUBMITTING A PROPOSAL. ANY APPARENT VARIANCES OF THE PLAN OR SPECIFICATION FROM THE EXISTING CONDITIONS AT THE SITE SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER DURING THE BID PERIOD SO THAT CLARIFICATION CAN BE MADE BY ADDENDUM. ITEMS KNOWN TO BE INCONSISTENT WITH THE BID DOCUMENTS INTENT MUST BE LISTED AND QUALIFIED ON THE CONTRACTORS BID FORM. NO EXTRAS WILL BE ALLOWED BECAUSE OF THE CONTRACTORS MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR HIS LACK OF KNOWLEDGE OF ANY SITE CONDITIONS WHICH MAY AFFECT HIS WORK. 3. COORDINATION OF SCHEDULING FOR COMPLETION AND ALL INSPECTIONS OF THEIR WORK AND WORK OF SUBCONTRACTORS IS THE RESPONSIBILITY OF THIS CONTRACTOR. 4. BEFORE SUBMITTING A PROPOSAL ON THE WORK CONTEMPLATED ON THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, EACH BIDDER SHALL EXAMINE THE SITE, CHECK AS TO THE MEANS OF MAKING CONNECTIONS TO SERVICES, AND SHALL BECOME FAMILIAR WITH ALL THE EXISTING CONDITIONS AND LIMITATIONS. MECHANICAL EQUIPMENT AND SYSTEMS SHOWN AS EXISTING ON THE PLANS HAVE BEEN BASED ON EXISTING DRAWINGS. NO EXTRAS WILL BE ALLOWED BECAUSE OF THE CONTRACTOR'S MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR HIS LACK OF KNOWLEDGE OF ANY SITE CONDITIONS WHICH MAY AFFECT HIS WORK. ANY APPARENT VARIANCE OF THE PLAN OR SPECIFICATION FROM EXISTING CONDITIONS AT THE SITE SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER DURING THE BID PERIOD SO CLARIFICATION CAN BE MADE BY ADDENDUM. SECTION 15002 - GENERAL REQUIREMENTS 1. WORK TO BE ACCOMPLISHED ON THESE DRAWINGS AND SPECIFICATIONS INCLUDES FURNISHING ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES FOR THE COMPLETION OF ALL MECHANICAL WORK. ALL MECHANICAL WORK UNLESS NOTED TO BE SPECIFICALLY BY THE LANDLORD IS THE RESPONSIBILITY OF THIS CONTRACTOR. 2. THIS CONTRACTOR AND THEIR SUB CONTRACTORS SHALL WORK CLOSELY WITH THE TENANT PROJECT MANAGER FOR COORDINATION OF TRADES AND COMPLETION OF THE PROJECT. 3. PLANS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR IN EITHER ONE SHALL BE AS BINDING AS IF CALLED FOR IN BOTH. ANY ITEM OR LABOR THAT IS NECESSARY TO COMPLETE THE WORK AND IS TYPICALLY INCLUDED IN SIMILAR WORK SCOPE SHALL BE FURNISHED AND INSTALLED AS PART OF THE CONTRACT WHETHER OR NOT IT IS SHOWN ON THE PLANS OR IN THE SPECIFICATIONS. 4. WHEN THE INCLUDED DRAWINGS AND/OR SPECIFICATIONS CALL OF ITEMS WHICH EXCEED THE LANDLORDS TENANT CRITERIA OR EXCEED CODE, IT'S THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE MORE STRINGENT REQUIREMENTS NOTED ON THE PLANS AND/OR SPECIFICATIONS. IF THE PLANS AND SPECIFICATIONS HAVE DISCREPANCIES BETWEEN THEM, THE CONTRACTOR SHALL ASSUME IN THEIR BID THAT THE MORE STRINGENT ITEM IS REQUIRED AT NO ADDITIONAL COST. 5. ALL PIPING, DUCTWORK AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED TO PRESENT A NEAT AND CLEAN APPEARANCE USING GOOD CONSTRUCTION PRACTICES. EQUIPMENT SHALL BE INSTALLED FOR PROPER ACCESS TO OPERATE, SERVICE AND MAINTAIN THE EQUIPMENT WITHOUT HAVING TO MOVE OTHER EQUIPMENT FOR ACCESS. ANY MECHANICAL EQUIPMENT (OR EXISTING EQUIPMENT TO REMAIN) THAT REQUIRES ACCESS PANELS SHALL HAVE THOSE PANELS FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 6. UNLESS SPECIFICALLY NOTED ON THE PLANS/SPECIFICATIONS ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND BEST QUALITY TO CONFORM TO THE REQUIREMENTS OF THE LANDLORDS TENANT CRITERIA, LOCAL AND STATE CODES GOVERNING THE WORK INVOLVED AND BE MADE BY NATIONALLY RECOGNIZED MANUFACTURES WITH UL LISTINGS AND LABELS. SECTION 15003 - CODES 1. ALL WORK SHALL BE INSTALLED IN CONFORMITY OF THE LANDLORDS TENANT CRITERIA, AND APPLICABLE LOCAL CODES AND ORDINANCES AND STATE STATUTES. ALL REQUIREMENTS OF THE CURRENT PLUMBING CODES, HEATING AND VENTILATION CODES, HEALTH AND SAFETY CODES, NFPA CODES AND ENERGY CODES MUST BE MET. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE INTO AND COMPLY WITH ALL LOCAL ORDINANCES AND INCLUDE ANY ADDITIONAL ITEMS NOT NOTED IN THE PLANS/SPECIFICATIONS IN THEIR BID. ANY CHANGES TO THE MECHANICAL SYSTEM AS REQUIRED BY LOCAL, STATE OR TENANT CRITERIA THAT ARE NOT QUALIFIED ON THE CONTRACTORS BID FORM ARE ASSUMED TO BE INCLUDED IN THE ORIGINAL BID AND ADDITIONAL COSTS WILL NOT BE DUE TO COMPLETE THOSE ITEMS AFTER THE CONTRACT IS ISSUED. SECTION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR IS RESPONSIBLE FOR ALL FEES, CHARGES AND OBLIGATIONS FOR OBTAINING PERMITS AND INSPECTIONS FOR PLUMBING, HEATING AND VENTILATION AND FIRE EXTINGUISHING WORK. 2. ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTIONS SHALL BE TURNED OVER TO THE TENANT'S PROJECT MANAGER AT THE COMPLETION OF THE PROJECT. SECTION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. IN ANY CASE WHERE A SPECIFIC NAME OF EQUIPMENT OR MATERIAL IS MENTIONED ON THE DRAWINGS OR SPECIFICATIONS THE EXACT EQUIPMENT SHALL BE USED FOR THE BASE BID. EQUIPMENT OF EQUAL GRADE AND QUALITY WILL BE SUBJECT TO PRIOR APPROVAL BY THE TENANT'S PROJECT MANAGER AND THE ENGINEER IN WRITING THRU THE SHOP DRAWING SUBMITTAL PROCESS. ANY EQUIPMENT INSTALLED WITHOUT WRITTEN APPROVAL WILL BE CHANGED OUT TO THE SPECIFIED EQUIPMENT AT THE CONTRACTORS EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT 3 COPIES OF SHOP DRAWINGS TO THE TENANT'S PROJECT MANAGER FOR APPROVAL. IF APPROVED, COPIES WILL BE STAMPED "NO EXCEPTIONS" OR "APPROVED AS NOTED" AND WILL BE RETURNED TO THE CONTRACTOR. IF NOTATIONS AND MARKS INDICATE THAT REVISED INFORMATION IS REQUIRED, THEN CORRECTED INFORMATION SHALL BE SUBMITTED. SECTION 15006 - GUARANTEE 1. THIS CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR AND DEFECTS WHICH MAY DEVELOP IN ANY PART OF THE SYSTEMS CAUSED BY FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, AND AGREES TO REPLACE ANY SUCH FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT DURING A PERIOD OF 12 MONTHS FROM THE DATE OF FINAL ACCEPTANCE WITHOUT ANY COST TO THE OWNER. ANY EXTENDED WARRANTIES (LONGER THAN 12 MONTHS) FOR EQUIPMENT WILL BE NOTED ON THE SCHEDULES, PLANS OR SPECIFICATIONS. 2. EACH PIECE OF EQUIPMENT FURNISHED BY THE CONTRACTOR SHALL HAVE A 12 MONTH WARRANTY FOR MATERIAL AND LABOR AT STARTS UPON THE DATE OF FINAL ACCEPTANCE AS DESIGNATED BY THE TENANT'S PROJECT MANAGER. ALL COSTS FOR THE WARRANTY (MATERIAL AND LABOR) SHALL BE INCLUDED IN THE ORIGINAL BID. SECTION 15007 - RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN AT THE JOB SITE A SET OF DRAWINGS TO BE USED SPECIFICALLY FOR RECORDING CHANGES FROM THE CONTRACT DOCUMENTS. THE INFORMATION SUCH AS VALVES, DUCT AND PIPE DEVIATIONS SHOULD BE DIMENSIONED FROM EASILY RECOGNIZABLE REFERENCE POINTS INDICATING BOTH HORIZONTAL AND VERTICAL DISTANCES. 2. THE CONTRACTOR SHALL SUBMIT A FINAL SIGNED SET OF AS -BUILT DRAWINGS TO THE TENANTS PROJECT MANAGER AT THE COMPLETION OF THE PROJECT. 3. THE CONTRACTOR SHALL SUBMIT TO THE TENANTS PROJECT MANAGER AT THE END OF THE PROJECT (2) COMPLETE HARD BOUND SET OF CATALOG DATA, MANUFACTURES LITERATURE, DETAIL MANUALS COVERING THE OPERATION AND MAINTENANCE OF ALL EQUIPMENT SPECIFIED. SECTION 15008 - DISCREPANCIES IN DOCUMENTS 1. THE DRAWINGS OF PIPING AND DUCTWORK SYSTEMS SHALL BE INSTALLED SUBSTANTIALLY AS SHOWN ON THE PLANS. THE EXACT POSITION OF EACH AND EVERY PIPE, DUCT, OFFSET AND TRANSITION CANNOT BE GIVEN BY SCALING THE DRAWINGS BUT SHALL IN EVERY CASE BE PLACED SO AS TO AVOID INTERFERENCE WITH OTHER WORK. ALL NECESSARY CHANGES IN THE LOCATION OF PIPE OR DUCTWORK FOR ITS PROPER INSTALLATION AND TO AVOID CONFLICT WITH OTHER TRADES SHALL BE DONE BY THE CONTRACTOR AT NO ADDITIONAL CHARGE. SECTION 15009 DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. 3. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. 4. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. 5. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND TENANT PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND TENANT. SECTION 15010 - CUTTING AND PATCHING 1. THIS CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF HIS EQUIPMENT IN THE BUILDING WALLS, PARTITIONS, FLOORS, CEILINGS, ETC., UNLESS OTHERWISE NOTED. ALL CUTTING AND PATCHING SHALL BE SUBJECT TO THE DIRECTION OF THE LANDLORD, ARCHITECT OR ENGINEER. 2. THIS CONTRACTOR SHALL NOT ENDANGER THE STABILITY OF THE STRUCTURE BY CUTTING, DIGGING OR OTHERWISE ALTERING THE STRUCTURE AND SHALL NOT AT ANY TIME CUT OR ALTER WORK OF ANY OTHER CONTRACTOR. 2. PATCHING OF WALLS, FLOORS AND ROOF SHALL BE OF SAME MATERIAL AND WORKMANSHIP OF THE SURROUNDING MATERIAL WITH FINISHED SURFACE APPEARING THE SAME AS THE SURROUNDING AREAS. ALL PATCHING SHALL BE PERFORMED BY WORKMEN SKILLED IN THAT PARTICULAR TRADE. 3. DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR IN A SUITABLE MANNER ACCEPTABLE TO THE LANDLORD AND TENANT'S PROJECT MANAGERS. SECTION 15011 - SLEEVES 1. THIS CONTRACTOR SHALL INSTALL SLEEVES IN CONNECTION WITH ALL PIPES PASSING THROUGH ALL WALLS, PARTITIONS AND FLOORS. SLEEVES SHALL EXTEND THROUGH FULL THICKNESS OF WALLS AND FLOORS AND SHALL BE CUT FLUSH WITH THE FINISHED SURFACES. SLEEVES IN SLABS SHALL BE CUT 2" ABOVE THE FLOOR SURFACE. 2. ALL SLEEVES SHALL BE 22 GAUGE GALVANIZED STEEL MINIMUM FINISHED WITH A SMOOTH EDGE AND PROPERLY SUPPORTED. 3. CORE DRILLING FLOORS AND WALLS MUST BE COORDINATED WITH THE LANDLORD AND THE TENANT'S PROJECT MANAGER. 4. THIS CONTRACTOR SHALL FURNISH AND INSTALL FIRE STOPPING AT ALL PENETRATIONS THRU RATED FLOORS TO MAINTAIN THE FIRE RATING. 3M FIRE BARRIER SYSTEMS, FLAME SAFE FIRE RETARDANT SYSTEMS, DOW CORNING, SPECSEAL OR EQUAL. THE CONTRACTOR MUST PRESENT UL LISTING DATA SHEETS TO THE TENANT'S PROJECT MANAGER AND LANDLORD TO SHOW THAT THE PENETRATIONS MAINTAIN THE FIRE RATING. SECTION 15012 - HANGERS 1. FURNISH AND INSTALL BRACKETS, BRACES OR REINFORCING ANGLES AS REQUIRED FOR ALL PARTITIONS NOT SUFFICIENT IN THEMSELVES TO SUPPORT PLUMBING FIXTURES OR OTHER EQUIPMENT. 2. PIPING SHALL BE SUSPENDED FROM CONSTRUCTION ABOVE WITH ANGLE IRON, CLAMPS, UNISTRUT, OR HANGER RODS. NO PIPING SHALL BE HUNG FROM OTHER PIPING EXISTING OR NEW. CONTRACTOR SHALL COORDINATE WITH LANDLORD CRITERIA AND ALL CODES. 3. ALL PIPES WHICH ARE SPECIFIED TO BE INSULATED SHALL HAVE PREFABRICATED INSULATED METAL SADDLES SIZED FOR THE INSULATION THICKNESS AND CONTINUOUS INSULATION THROUGH THE HANGER. ALL DISSIMILAR METALS MUST BE SEPARATED WITH DIELECTRIC MATERIAL. DIVISION 15400 - PLUMBING SECTION 15402 MATERIALS A. THE PLUMBING FIXTURE SCHEDULE IS SHOWN ON PLANS. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURES INSTALLATION INSTRUCTIONS. B. SANITARY WASTE AND VENT PIPING 1. ALL WASTE DRAINAGE PIPING SERVING CORROSIVE/AICIDIC ENVIRONMENTS INCLUDING BUT NOT LIMITED TO KITCHEN, BAR, SERVICE STATIONS, ETC. SHALL BE CONSTRUCTED OF ACID RESISTANT PIPE AND FITTINGS THAT MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50. ORION PLENUM PLUS OR SIMILAR AS APPROVED BY LANDLORD AND LOCAL AUTHORITY HAVING JURISDICTION. ALL OTHER WASTE, VENT AND DRAIN PIPING SHALL BE SERVICE WEIGHT CAST IRON. NO HUB CONNECTIONS SHALL BE USED ABOVE GROUND. HUB AND SPIGOT CONNECTIONS SHALL BE USED BELOW GRADE. GALVANIZED STEEL VENT PIPING MAY BE USED ABOVE GRADE ON 2" OR SMALLER PIPE. NO PVC PIPING WILL BE ALLOWED. 2. ALL WASTE PIPING LOCATED IN THE CEILING OF TENANT SPACES BELOW SHALL BE INSULATED WITH 1" INSULATION WRAP AND ASJ COVERING FOR SOUND INSULATION. 3. CONDENSATE PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBE. INSULATE CONDENSATE PIPING WITH 1" INSULATION WRAP AND ASJ COVERING. C. GREASE WASTE PIPING 1. ALL GREASE WASTE DRAINAGE PIPING SHALL BE CONSTRUCTED OF ACID RESISTANT PIPE AND FITTINGS THAT MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50. ORION PLENUM PLUS OR SIMILAR AS APPROVED BY LANDLORD AND LOCAL AUTHORITY HAVING JURISDICTION. 2. ALL WASTE PIPING LOCATED IN THE CEILING OF TENANT SPACES BELOW SHALL BE INSULATED WITH 1" INSULATION WRAP AND ASJ COVERING FOR SOUND INSULATION. D. POTABLE WATER PIPING 1. ALL BELOW GRADE PIPING SHALL BE A SINGLE SECTION "K" SOFT COPPER WITH NO JOISTS BELOW GRADE. ALL PIPING CONNECTIONS WITH DISSIMILAR METALS SHALL HAVE DI -ELECTRIC CONNECTIONS. 2. ALL ABOVE GRADE PIPING SHALL BE TYPE 'L' HARD DRAWN COPPER TUBE WITH SWEAT JOINTS. ALL PIPING CONNECTIONS WITH DISSIMILAR METALS SHALL HAVE DI -ELECTRIC CONNECTIONS. E. INSULATE ALL HOT WATER, COLD WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K=0.23 c 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. OWENS-CORNING OR EQUAL. F. TRUEBRO MODEL 102W WHITE INSULATION KIT SHALL BE INSTALLED ON ALL TRAPS AND SUPPLY LINES BELOW LAVATORIES TO MEET ADA. G. SIOUX CHIEF 650 SERIES ALL STAINLESS STEEL, OR J.R. SMITH HYDROTROLS SHOCK ABSORBERS SHALL BE INSTALLED IN BOTH HOT AND COLD LINES OF PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. SHOCK ABSORBERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURES INSTALLATION INSTRUCTIONS. H. THE CONTRACTOR SHALL PROVIDE BALL VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE FOR SERVICING. CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS WHERE NECESSARY FOR PROPER SERVICING. I. MAXIMUM PIPE SUPPORT SPACING OF 5 FEET. CONTRACTOR SHALL PROVIDE NECESSARY SEISMIC BRACING WHERE REQUIRED BY LANDLORD CRITERIA, CODE AND LOCAL AUTHORITIES. J. THE CONTRACTOR SHALL STERILIZE NEW AND EXISTING WATER SYSTEM AS REQUIRED BY LOCAL CODES. CONTRACTOR SHALL INSTALL ANY ADDITIONAL SERVICE VALVES NEEDED IN ORDER TO ISOLATE SYSTEM FOR STERILIZING THE WATER SYSTEM. K. CONTRACTOR SHALL PROVIDE CHROME PLATED ESCUTCHEONS AT ALL EXPOSED PIPE PENETRATIONS IN FINISHED SPACES. L. FLOOR DRAINS WITH DEEP SEAL TRAPS REQUIRED. INSTALL TRAP PRIMERS IN ALL FLOOR DRAINS. LOCATE CLEAN -OUTS IN WALLS AND FLOORS AS REQUIRED TO MEET LOCAL CODES M. CONTRACTOR SHALL PERFORM ALL PIPING PRESSURE/LEAK TESTS BE AS REQUIRED BY LOCAL CODES. N. ALL ROOF FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. ANY ROOF WORK MUST BE DONE BY THE LANDLORDS APPROVED ROOFING CONTRACTOR IN ORDER TO MAINTAIN THE ROOF WARRANTEE. ALL COSTS FOR ROOF WORK MUST BE INCLUDED IN THE BID. 0. CONTRACTOR SHALL FURNISH AND INSTALL WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR AS REQUIRED BY LOCAL UTILITIES REQUIREMENTS. OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. P. GAS PIPING 1. FURNISH AND INSTALL A FUNCTIONAL GAS PIPING SYSTEM WITH NECESSARY VALVES, FITTINGS, UNIONS, DIRT LEGS, REGULATORS, METERS, ETC. REFER TO PLANS FOR EXACT REQUIREMENTS. 2. GAS PIPE SHALL BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER. 3. PROVIDE A SHUT-OFF VALVE, 6" DIRT LEG, AND UNION AT EACH EQUIPMENT CONNECTION. 4. PROVIDE LANDLORD APPROVED PIPING SUPPORTS EVERY 5 FEET OR AS REQUIRED BY LANDLORD OR LOCAL AUTHORITY HAVING JURISDICTION, WHICHEVER IS MORE STRINGENT. 5. PAINT AND PRIME ALL EXPOSED GAS PIPING ON ROOF & EXTERIOR OF BUILDING WITH RUST -INHIBITING PAINT. COORDINATE COLOR REQUIREMENTS WITH LANDLORD. 6. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. 7. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION OF VALVES, FITTINGS, UNIONS, DIRT LEGS, REGULATORS, METERS, ETC. COSTS IN BID. SECTION 15401 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH, INSTALL AND TEST ALL NECESSARY MATERIAL FOR A COMPLETE OPERATING PLUMBING SYSTEM. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF THE EXISTING WATER, VENT AND DRAIN LINES TO MAKE CONNECTIONS IN ORDER TO COMPLETE THE WORK AS SHOWN ON THE PLANS. ALL MATERIAL SHALL BE NEW AND SHALL BE INSTALLED FOR PROPER ACCESS FOR SERVINGS. ANY ACCESS PANELS NECESSARY FOR SERVING EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. SEPARATE APERAITAND 'vitt ED BRUCE M. CARLSON aronitacturo j planning + interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MICHAEL A. WEBERT SIGNATURE 11-15-2016 DATE ISSUED 45575 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: PLUMBING SPECIFICATIONS REVISIONS: NO: DATE: BY: 0 11.15.2017 PERMIT SET RECEI' CITY OF T J UKWILA ED JAN 2! 2018 PERMIT C ENTEfl PROJECT NO: 3588.0097 DRAWN BY: JMH P3.0 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 O 0 c 0 m 0 0 ao 00 V) / i0 0 w O w z z w I= z 00 CO N I- 0 w 0 Tr 0_ a 0 L-37,39,41 11""C -3W#10 ®1 Lr,P GFCI 1 L-14 EC TO FURNISH AND INSTALL PULLBOX POWER PLAN 1/4"=1'-0" KITCHENEQUIPMENT CONNECTION SCHEDULE ITEM NUMBER DESCRIPTION VOLTS I PHASE KW AMPS HP CIRCUIT NUMBER CIRCUIT BREAKER FEEDER PH -G -C NOTES FLUORESCENT FIXTURE SURFACE MOUNTED CEILING 1111 FIRE ALARM STROBE 90" lLj!-28 STRIP TYPE LIGHT FIXTURE CEIUNG di B10 CONVECTION OVEN 208/3 11700 37.1 - 1-2,4,6 L-28 8-10-1" WALL MOUNTED STRIP TYPE LIGHT FIXTURE B10 CONVECTION OVEN \ 11700 37.1 - L-15,17,19 40/3 8-10-1' CEILING it MOBILE PROOFER CABINET I 1 13 - L1-7 20/1 12-12-1/2" 0---- B12 MOBILE PROOFER CABINET 120/1 1560 13 - L1-3 20/1 1 Fa 1 MICROWAVE 120/1 1000 - - L1-9 20/1 12-12-1/2" B21 DOUGH SHEETER 120/1 - - 3/4 L1-11 20/1 12-12-1/2" 1 B30 FLOOR MIXER 240/1 - 18 - L-8,10 30/2 rit $ 840 HEATED SHELF 120/1 160 - - L-13 20/1 12-12-1/2" I B66 REFRIGERATED DISPENSER 120/1 - 5.5 - L-20 20/1 12-12-1/2" K 868 BLENDER 120/1 - 13 - L-21 20/1 12-12-1/2" TOGGLE SWITCH - MOTOR RATED B68 BLENDER 120/1 - 13 - L-23 20/1 12-12-1/2" I C21 COFFEE BREWER 120/1 2130 17.8 - L-25 30/1 10-10-1" V J10 REACH -IN REFRIGERATOR 1 DOOR 120/1 - 4.9 - L-12 20/1 12-12-1/2" J10SR REACH -IN DOUGH REFRIGERATOR 120/1 - 4.9 - L-30 20/1 -1— I J11 REACH -IN DOUGH REFRIGERATOR 2 DOOR 120/1 - 7.4 - L-16 20/1 12-12-1/2" J13H WORKTOP REFRIGERATOR 1 DOOR 120/1 - 2.6 - L-18 20/1 12-12-1/2" 0 J14H WORKTOP REFRIGERATOR 2 DOOR 120/1 - 2.6 - L-32 20/1 12-12-1/2" BUZZER J15H PREP TOP REFRIGERATOR 1 DOOR 120/1 - 2.6 - L-34 20/1 12-12-1/2" 18"illTV J20 REACH -IN FREEZER 1 DOOR 120/1 - 8,5 - L-36 20/1 12-12-1/2" T J29 CHILATTA 120/1 - 20 - L-27 20/1 12-12-1/2" \\ ICE MAKER 120/1 - 13.6 - L-22 20/1 12-12-1/2" J70 CASH REGISTER 120/1 300 - - ED 20/1 12-12-1/2 ( CASH REGISTER 120/1 300 IIS i - L1-1 . 12-12-1/2" � DIGITAL MENU DISPLAY 120/1 1200 - - L1-5 20/1 12-12-1/2" M1 GRAP-N-GO 120/1 1110 - - L-24 20/1 12-12-1/2" SPECIFIC NOTES: N IL____J B68 zs CD L-7,9 \I� -� JI \ 1"C-3#12_ { \ B40 I _ A U II IIS - =_4. PNL L1 Q L-28 b CD\ -- : \, JI I J -'L-38,40,42 - k L. ° o - o ,- REL. 'TED I [ -. ) �I i5 B66 PNL L !' , fro/ ii � � 1 7 • ti iv J li, II o o \�� =➢ L L -28,L _ L! L�i�28 ` IY Lp ' 3� - 6 �.� O t , - ' ISI EC TO FURNISH AND INSTALL PULLBOX POWER PLAN 1/4"=1'-0" KITCHENEQUIPMENT CONNECTION SCHEDULE ITEM NUMBER DESCRIPTION VOLTS I PHASE KW AMPS HP CIRCUIT NUMBER CIRCUIT BREAKER FEEDER PH -G -C NOTES FLUORESCENT FIXTURE SURFACE MOUNTED CEILING 1111 FIRE ALARM STROBE 90" STRIP TYPE LIGHT FIXTURE CEIUNG ARE ALARM HORN/STROBE B10 CONVECTION OVEN 208/3 11700 37.1 - 1-2,4,6 40/3 8-10-1" WALL MOUNTED STRIP TYPE LIGHT FIXTURE B10 CONVECTION OVEN 208/3 11700 37.1 - L-15,17,19 40/3 8-10-1' CEILING B12 MOBILE PROOFER CABINET 120/1 1560 13 - L1-7 20/1 12-12-1/2" 0---- B12 MOBILE PROOFER CABINET 120/1 1560 13 - L1-3 20/1 12-12-1/2" Fa B15 MICROWAVE 120/1 1000 - - L1-9 20/1 12-12-1/2" B21 DOUGH SHEETER 120/1 - - 3/4 L1-11 20/1 12-12-1/2" B30 FLOOR MIXER 240/1 - 18 - L-8,10 30/2 10-10-1' $ 840 HEATED SHELF 120/1 160 - - L-13 20/1 12-12-1/2" I B66 REFRIGERATED DISPENSER 120/1 - 5.5 - L-20 20/1 12-12-1/2" K 868 BLENDER 120/1 - 13 - L-21 20/1 12-12-1/2" TOGGLE SWITCH - MOTOR RATED B68 BLENDER 120/1 - 13 - L-23 20/1 12-12-1/2" C21 COFFEE BREWER 120/1 2130 17.8 - L-25 30/1 10-10-1" V J10 REACH -IN REFRIGERATOR 1 DOOR 120/1 - 4.9 - L-12 20/1 12-12-1/2" J10SR REACH -IN DOUGH REFRIGERATOR 120/1 - 4.9 - L-30 20/1 12-12-1/2" J11 REACH -IN DOUGH REFRIGERATOR 2 DOOR 120/1 - 7.4 - L-16 20/1 12-12-1/2" J13H WORKTOP REFRIGERATOR 1 DOOR 120/1 - 2.6 - L-18 20/1 12-12-1/2" 0 J14H WORKTOP REFRIGERATOR 2 DOOR 120/1 - 2.6 - L-32 20/1 12-12-1/2" BUZZER J15H PREP TOP REFRIGERATOR 1 DOOR 120/1 - 2.6 - L-34 20/1 12-12-1/2" 18"illTV J20 REACH -IN FREEZER 1 DOOR 120/1 - 8,5 - L-36 20/1 12-12-1/2" T J29 CHILATTA 120/1 - 20 - L-27 20/1 12-12-1/2" J60 ICE MAKER 120/1 - 13.6 - L-22 20/1 12-12-1/2" J70 CASH REGISTER 120/1 300 - - L1-1 20/1 12-12-1/2 J70 CASH REGISTER 120/1 300 - - L1-1 20/1 12-12-1/2" L30 DIGITAL MENU DISPLAY 120/1 1200 - - L1-5 20/1 12-12-1/2" M1 GRAP-N-GO 120/1 1110 - - L-24 20/1 12-12-1/2" SPECIFIC NOTES: SEE FOOD SERVICE ELECTRICAL PLANS AND ARCHITECTURAL PLANS FOR ROUGH -IN LOCATION, MOUNTING HEIGHTS AND ADDITIONAL INFORMATION. ALL 120 VOLT RECEPTACLES IN THE KITCHEN AREAS SHALL BE GFCI PROTECTED PER NEC. FOOD SERVICE RECEPTACLES SHOWN ON THIS PLAN FOR REFERENCE ONLY. ELECTRICAL EQUIPMENT PROVIDE TYPE 304 STAINLESS STEEL WALL PLATES FOR ALL DEVICES. GROUND FAULT RECEPTACLES PROVIDE PASS AND SEYMOUR MODEL #2091-S-1 GROUND FAULT INTERRUPTER. PANEL BOARDS AND TRANSFORMER TO BE SQUARE D. POWER KEYNOTES PROVIDE NEW "TYPED" PANEL DIRECTORY PER SPECIFICATIONS, DRAWINGS, AND LOADS BEING SERVED. A MINIMUM OF 36" SHALL BE MAINTAINED IN FRONT OF THE ELECTRICAL PANEL ALL DATA NEED TO BE RUN TO THIS LOCATION. ETHERNET DISTRIBUTION POINT WILL BE NEAR PHONE JACK ON BOTTOM OF MENU BOARD BY LOW VOLTAGE CONTRACTOR. COORDINATE ALL LOW VOLTAGE ROUGH-IN'S WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. ALL CAT 5 RUNS AND TERMINATED IN DUAL JACK AT EACH POS. COORDINATE ALL REQUIRMENT WITH OWNER PRIOR TO INSTALLATION. 0 NOT USED. O PROVIDE CONNECTION TO 208 VOLT THREE PHASE, 12 KW WATER HEATER. PROVIDE 1" CONDUIT WITH 3#6 CU. TO PANEL WATER HEATER PROVIDE BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTION. FIELD VERIFY LOCATION PRIOR TO INSTALLATION. 0 ELECTRICAL CONTRACTOR TO PROVIDE EMPTY 1/2" CONDUIT WITH PULL STRING AND JUNCTION BOX FOR DATA AND PHONE LINES. VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO INSTALLATION. COORDINATE DATA/POWER RECEPTACLES MOUNTING REQUIREMENTS WITH THE CASEWORK INSTALLER/SUPPLIER PRIOR TO ROUGH -IN. SEE ARCHITECTURAL ELEVATION. O6 2' X 2' X 34' TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY SYSTEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. EXTEND 1" CONDUIT WITH PULL -WIRE FROM SERVICE ENTRANCE AT DEMISING WALL TO TELEPHONE BOARD. FIELD VERIFY EXACT LOCATION. O7 HP -1: 208/3PH: ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT SWITCH AT UNIT AND ASSOCIATED EQUIPMENT. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL CONVENIENCE WEATHERPROOF RECEPTACLE AT UNIT. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. 8O ALL DATA NEED TO BE RUN TO THIS LOCATION. 2 PAIR OF CAT5 TO CASH REGISTER POS BY LOW VOLTAGE CONTRACTOR. COORDINATE ALL LOW VOLTAGE ROUGH-IN'S WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. ALL CAT 5 LINES RUNNING FROM EACH DEDICATED TERMINATION NEEDS TO RUN BACK TO CENTRAL STATION (INTERNET SERVICE ROUTERS). O9 AHU-1: 208/1PH: ELECTRICAL CONTRACTOR TO MAKE CONNECTION TO FUSED DISCONNECT SWITCH AT UNIT. SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION. ELECTRICAL SYMBOLS SCHEDULE NFLUORESCENT FIXTURE RECESSED MOUNTED CEILING FIRE ALARM CONTROL PANEL 1.. O FLUORESCENT FIXTURE SURFACE MOUNTED CEILING 1111 FIRE ALARM STROBE 90" STRIP TYPE LIGHT FIXTURE CEIUNG ARE ALARM HORN/STROBE 90" I -O --I CEILING MOUNTED STRIP TYPE LIGHT FIXTURE CEILING p6, 4 FIRE ALARM SPEAKER/STROBE90' WALL MOUNTED STRIP TYPE LIGHT FIXTURE CEILING 8 FIRE ALARM CEILING HORN CEILING O ROUND DOWN LIGHT TYPE LIGHT FIXTURE CEILING On FIRE ALARM CEIUNG STROBE CEILING FO WALL MOUNT SCONCE ® FIRE ALARM CEILING HORN/STROBE CEILING if. -8 TRACK LIGHTING WITH HEADS SPACED AS INDICATED 0---- FIRE/SMOKE DAMPER ® EXIT LIGHT FACE/DIRECTION ARROWS AS INDICATED FIRE ALARM ADDRESSABLE MODULE Fa ig EXIT LIGHT FACE/DIRECTION ARROWS AS INDICATED 4 FIRE ALARM PULL STATION 42" LIGHT FIXTURE ON EMERGENCY CIRCUIT 0 FIRE ALARM SMOKE DETECTOR - PHOTOELECTRIC CEILING EMERGENCY BUGEYE LIGHT FIXTURE CEILING 0— FIRE ALARM DUCT DECTECTOR I EMERGENCY DOWNUGHT TYPE LIGHT FIXTURE METER 0 $ SINGLE POLE SWITCH - LETTER INDICATES SWITCHING 46" Kill PANEL SURFACE (BRANCH) i 2 $34 DOUBLE POLE, 3 -WAY AND 4 -WAY SWITCHES 46" [ _ _ I PANEL FLUSH (BRANCH) PL PILOT LIGHT SWITCH 46" T TRANSFORMER K KEY OPERATED SWITCH 48" H3 PUSHBUTTON - SINGLE I -(--X WALL BOX DIMMER SWITCH WITH TYPE AS INDICATED $ M TOGGLE SWITCH - MOTOR RATED TIME CLOCK 46" 0 MOTOR I1« CONTACTOR D FUSED DISCONNECT Ia OCCUPANCY SENSOR CEILING MOUNTED CEILING V TELEPHONE 18" r, OS OCCUPANCY SENSOR WALL SWITCH BOX MOUNTED 46" ; TELEPHONE - WALL HUNG CONDUIT RUN EXPOSED ® TELEPHONE - CABINET SIZE AS INDICATED / CONDUIT RUN IN OR BELOW FLOOR, OR UNDER GROUND (UG) COMMUNICATIONS BOARD SIZE AS INDICATED /--""*%,1/4 HOME RUN V DATA OUTLET 9 WP SS CP GD MICRO DUPLEX RECEPTACLE WP INDICATES WEATHERPROOF SS INDICATES SUNLESS STEEL FACEPLATE CP INDICATES CHILDPROOF RECEPTACLE DW INDICATES DISHWASHER GD INDICATES GARBAGE DISPOSAL (SWITCHED) MICRO INDICATES MICROWAVE OVEN 18' V COMBINATION PHONE/DATA OUTLET 4 SPEAKER - WALL MOUNTED 0 SPEAKER - CEILING MOUNTED 4 VOLUME CONTROL Ti FOURPLEX RECEPTACLE 18" ti BUZZER `M'C CEILING MOUNT DUPLEX RECEPTACLE 8 BELL ,9 GFCI GFCI RECEPTACLE 18"illTV OUTLET - WALL MOUNTED IS ABOVE COUNTER RECEPTACLE GD CEILING JUNCTION BOX RECESSED CEILING T SPECIAL PURPOSE RECEPTACLE WALL TYPE AS NOTED 18" FO WALL RECESSED JUNCTION BOX NOTES: 1. THESE SYMBOLS COMPRISE A STANDARD LIST; ALL SYMBOLS MAY NOT APPEAR ON THIS 0 FLOOR BOX WITH DEVICES INDICATED t ,�JLOpOR r»iJA t� 2. MOUNTING HEIGHTS SHOWN ARE STANDARD AND SHALL BE USED UNLESS INDICA 2', OTHERWISE. MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICE, UNLESS INDICA i OTHERWISE. OVAL I'`ED BRUCE M. CARLSON architecture + planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON—PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: I.2Z . It MATTHEW W. FULTS SIGNATURE 11-15-2016 DATE ISSUED 45451 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN—LINE STORE DESIGN SHEET TITLE: POWER PLAN REVISIONS: NO: DATE: 11.15.2017 BY: PERMIT SET RECHECK UKWILA A CITY OF T JAN 2 2018 PERMIT C ENTER PROJECT NO: 3588.0097 DRAWN BY: KO E1.1 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 kobrien — 1 /10/2018 9: 20:50 AM A: \PROJECTS\3588 AUNTIE ANNES PROJECTS\3588.0097 Cinnabon E L-35 LIGHTING PLAN 1/4"=1'-0" L-33 L-29 VIA TC 0 L-31 VIA TC id L-33 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE LAMPS I— MANUFACTURER CATALOG NUMBER NOTES QUANTITY TYPE A 2X4 LIGHTING PRISMATIC LENS UNIV 1 1 I RECESS SIMKAR ATA24R5040U 1 O — OE35 C _ ffi C 1 1 — 13 W LED 23 W LED INCLUDED C I I L 3• NRM-612LE1 NRM-611—L1235HZW A,C,D PROGRESS LIGHTING P5024-09 El \ D A,C,D .SIMKAR SCLD2RW E C,D - A El L-35 \ L-35 — Ob SURFACE L-35 Oa DLMW L-3511 Ob I �L _ I • L-35 STRIP LED L 35 INCLUDED CONCEALED NORA NUTP7—WLED A,C,D a I I --- I-o"-bI 449- d C C I C I L— L-35 L-35 I C35 4 Oa Oa6 OVERRIDECH � � - SWIT � / A L 35.- L b 35 C I I I C c L-3 Cld 1 1 L-35 L 5- - H L 35 I TC Cl L-26 0 I I 11 I b a 00 b 1 PNL L1 i 1 I t 3 II TI � ^\` '/ �'� C C ,I' C NL -OL � '� w, L-35 E`35 14 3i Pair > Ag-l'a..-1) L-35 i I E1Ii - gII �r-/////////////////////// —militi 1 E L-35 LIGHTING PLAN 1/4"=1'-0" L-33 L-29 VIA TC 0 L-31 VIA TC id L-33 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE LAMPS MOUNTING MANUFACTURER CATALOG NUMBER NOTES QUANTITY TYPE A 2X4 LIGHTING PRISMATIC LENS UNIV 1 55 W LED RECESS SIMKAR ATA24R5040U 1 A,C,D C 6" LED DOWN LIGHT LED PENDANT EXIT SIGN/EMEGENCY PACK COMBO 120 120 120 1 1 — 13 W LED 23 W LED INCLUDED RECESS PENDANT BOTTOM AT 7'-0" SURFACE NORA NRM-612LE1 NRM-611—L1235HZW A,C,D PROGRESS LIGHTING P5024-09 D A,C,D .SIMKAR SCLD2RW E C,D El WALL PACK EMERGENCY LIGHT UNIV — INCLUDED SURFACE SIMKAR DLMW C,D G STRIP LED 120 1 INCLUDED CONCEALED NORA NUTP7—WLED A,C,D GENERAL NOTES: A. PROVIDE LAMPS FOR ALL FIXTURES. VERIFY LAMP COLOR RENDITION. B. VERIFY MOUNTING HEIGHT AND LOCATION OF ALL FIXTURES WITH ARCHITECTURAL ELEVATIONS AND RCP DETAILS. C. VERIFY VOLTAGE REQUIRED ON FIXTURES WITH DRAWING AND PANELBOARD SCHECULES. D. ALL LIGHTING FIXTURES, EQUIPMENT, DEVICES, ETC. SHALL BE UL LISTED. E. PROVIDE SHATTERPROOF LAMPS. L EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT KEYNOTES LIGHTING 0 0 0 0 REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES WITHIN THE ENTIRE TENANT SPACE. ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOX WITH TOGGLE DISCONNECT SWITCH IN CONCEALED SPACE FOR SIGN. SIGN FURNISHED AND INSTALLED BY OWNER. FINAL CONNECTION OF SIGN BY ELECTRICAL CONTRACTOR. SEE ARCHITECTURAL PLANS FOR SIGN LOCATION TO DETERMINE CONDUIT AND ROUTING. ALL OUTLETS, BOXES, CONDUIT, ETC. SHALL BE CONCEALED FROM VIEW. COORDINATE EXACT LOCATION WITH TENANT PRIOR TO ROUGH -IN. SIGN TO BE CONTROLLED BY TENANT'S TIME CLOCK AND PROVIDE LOCK OFF DEVICE ON CIRCUIT BREAKER. ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOX WITH TOGGLE DISCONNECT SWITCH IN CONCEALED SPACE FOR BACKLIT CORIAN PANEL. FINAL CONNECTION OF BACKLIT CORIAN PANEL BY ELECTRICAL CONTRACTOR. SEE ARCHITECTURAL PLANS FOR SIGN LOCATION TO DETERMINE CONDUIT AND ROUTING. ALL OUTLETS, BOXES, CONDUIT, ETC. SHALL BE CONCEALED FROM VIEW. COORDINATE EXACT LOCATION WITH TENANT PRIOR TO ROUGH -IN. SIGN TO BE CONTROLLED BY TENANT'S TIME CLOCK AND PROVIDE LOCK OFF DEVICE ON CIRCUIT BREAKER. ELECTRICAL CONTRACTOR TO PROVIDE ALL POWER PACK, RECEPTACLE AND ADDITIONAL WIRING AS REQUIRED. COORDINATE WITH MANUFACTURER PRIOR TO BID AND INSTALLATION ALL REQUIREMENTS. PROVIDE 7 -DAY, 24-HOUR, 4 -CHANNEL DIGITAL TIME CLOCK. TORK #DZS400BP FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. PROVIDE A LUTRON CTCL-153PDH-WH DIMMER SWITCH FOR ELECTRONIC BALLAST 0 TO 10VDC CONTROL. WIRE TO BYPASS SWITCH CONTROL AND TIME CLOCK CONTROL FOR NIGHT LIGHTS AND EMERGENCY LIGHTS. 120VAC DEDICATED CIRCUIT WITH LOCK -ON CIRCUIT BREAKER N CIRCUIT "L-26" CR L-29 L-31 L-35 L-35 L-5 L-33 CR LATCH UNLATCH PROVIDE 7 -DAY, 24-HOUR, 4 -CHANNEL DIGITAL TIME CLOCK. TORK #DZS400BP FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. TORK #SS423 DIGITAL TIMER FOR TEMPORARY TIMECLOCK BYPASS. PROVIDED BY GC. SET TO 2 HOUR MAX. OVERRIDE. LOCATE NEXT TO OTHER LIGHTING CONTROL SWITCHES LABEL AS "TIME CLOCK OVERRIDE". ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL A 8 -POLE, 20 AMP, 600V., MECHANICALLY HELD LIGHTING CONTACTOR WITH 2 -WIRE CONTROL RELAY GENERAL ELECTRIC #CR463M8OCJA10A0 BACK UT DIM. "a' DIM. "b" DIM. "C" FM PREP SW "3" BOH PREP 1-5 SW "d" Ami DISPLAY LED STRIP SPARE L - LIGHTING CONTROL NO SCALE SPARE SEPA��ALRATE PERMIT AND AI�� BRUCE M. CARLSON architooturo ' planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: I.1Z.11: MATTHEW W. FULTS SIGNATURE 11-15-2016 DATE ISSUED 45451 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN—LINE STORE DESIGN SHEET TITLE: LIGHTING PLAN REVISIONS: NO: DATE: BY: 0 11.15.2017 PERMIT SET 0 T jU UK�WILAHECK JAN 2L; 2018 PERMIT CENTER PROJECT NO: 3588.0097 DRAWN BY: KO E1 .2 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 cn -o w rn 0 0 Co 00 11) r7 a) 0 -- a) 07 0 0 0 r-- 0 `0 co co U) 0 w 0 0✓ 0_ w z z w I z Co 00 U) M L7 F- 0 W 7 0 a- PANEL: EXIST RELCOATELOCATION: BOH AMP MAIN BRKR: 225 REACH -IN REFRIGERATOR (J10) NOTE 1/3 REACH -IN REFRIGERATOR (J11) NOTE 1/3 WORKTOP REFRIGERATOR (J13H) NOTE 1/3 REFRIGERATED DISPENSER (B66) NOTE 1/3 REACH -IN DOUGH REFRIG (J10SR) NOTE 1/3 WORKTOP REFRIGERATOR (J14H) NOTE 1/3 PREP TOP REFRIGERATOR (J15H) NOTE 1/3 LIGHTING LARGEST MOTOR MOTORS RECEPT KITCHEN EQUIPMENT ELECTRONIC LOADS ELECTRIC HEATING MISC. 3.50 KVA 0.00 KVA 6.87 KVA 1.48 KVA 48.79 KVA 0.00 KVA 0.00 KVA 12.20 KVA 4.38 0.00 KVA (125%) 6.87 KVA (100%) 1.48 KVA(10KVAe100%,REMAINe50%) 31.71 KVA (65%) 0.00 KVA (100%) 0.00 KVA (100%) 12.20 KVA (100%) Motor (FLA): Avail. Fault (lafc): Feeder Size: Feeder Length (L): Parallel Sets: Power Factor % Feeder/Load Amps: 'C' Value: 'Volt Drop' Value: VI -I Secondary: Transformer INA: Transformer Z%: Avail. Fault (lafc): Feeder Size: Feeder Length (L): Parallel Sets: Power Factor % Feeder/Load Amps: 'C' Value: 'Volt Drop' Value: LIGHTING 1.00 KVA LARGEST MOTOR 0.00 KVA MOTORS 0.00 KVA RECEPT 0.40 KVA KITCHEN EQUIPMENT 5.58 KVA ELECTRONIC LOADS 0.00 KVA ELECTRIC HEATING 0.00 KVA MISC. 0.00 KVA FEEDER / SERVICE CALCULATION 1.25 KVA (125%) 0.00 KVA (125%) 0.00 KVA (100%) 0.40 KVA(10KVAe 100%,REMAINe50%) 3.63 KVA (65%) 0.00 KVA (100%) 0.00 KVA (100%) 0.00 KVA (100%) Motor (FLA): Avail. Fault (lafc): Feeder Size: Feeder Length (L): Parallel Sets: Power Factor % Feeder/Load Amps: 'C' Value: 'Volt Drop' Value: VI -I Secondary: Transformer KVA: Transformer Z%: Avail. Fault (lafc): Feeder Size: Feeder Length (L): Parallel Sets: Power Factor % Feeder/Load Amps: 'C' Value: 'Volt Drop' Value: 1. PROVIDE LOCK ON DEVICE. 2. VIA TIME CLOCK 3. PROVIDE GFCI CIRCUIT BREAKER 4. Isc (Xfmr Secondary) Isc (At Panel) = Isc (w/ mtr contrib.) 1. PROVIDE LOCK ON DEVICE. 2. VIA TIME CLOCK 3. PROVIDE GFCI CIRCUIT BREAKER 4. 5. Isc (Xfmr Secondary) In (At Panel) = Isc (w/ mtr contrib.) PROVIDE A 2X3 INCH LABEL WITH BLUE LETTERING ON CONTRASTING BACKGROUND PERMANENTLY AFFIXED TO THE SERVICE DISCONNECT/EQUIPMENT PRIOR TO ENERGIZING THE SERVICE EQUIPMENT. ALL CONDUCTORS TO BE THHN/THWN 75 DEG. C. INSULATION TYPE UNLESS SPECIFICALLY NOTED OTHERWISE. EXISTING CONDUIT AND CONDUCTORS REPORTED TO BE 2"C-4#3/0 & 1#6 GND. REPORT ANY DIFFERENCE TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. TENANT'S ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL PULL BOX IN SPACE. FIELD VERIFY EXACT LOCATION ,/- PRIOR TO INSTALLATION WITH LANDLORD. ARC FLASH HAZRD WARNING LABELS: USE WARNING LABELS TO IDENTIFY ARC FLASH HAZARDS FOR ELECTRICAL EQUIPMENT. LABEL TO BE ORANGE HEADER THAT READS WARNING FOLLOWED BY THE WORD MESSAGE ARC FLASH AND SHOCK HAZARD: APPROPRIATE PERSONAL PROTECTION EQUIPMENT: FAILURE TO COMPLY MAY RESULT IN INJURY OR DEATH. REFER TO NFPA 70E FOR MINIMUM PPE REQUIREMENTS OR APPROVED EQUIVALENT. E.C. TO VISIT EXISTING SPACE AND SURVEY EXISTING CONDITIONS PRIOR TO BID. VERIFY EXISTING CONDUIT/CONDUCTORS/METERING AND ROUTING OF CONDUIT TO LANDLORD'S SPACE. REPORT ANY DISCREPANCIES TO ELECTRICAL DESIGNER. ALL NECESSARY FUSES ARE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL. SEE MOTOR EQUIPMENT SCHEDULE AND POWER RISER DIAGRAM FOR FUSE SIZES. EXISTING DISCONNECT SWITCH REPORTED TO BE 200 AMP, 120/208 VOLT, 3 PHASE, 4 WIRE, REPORT ANY DIFFERENCE TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. EXISTING RELOCATED PANEL "L" 120/208V 30, 4W EXISTING METER AND METER SOCKET TO REMAIN REPORT ANY DIFFERENCE TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. THIS RISER DIAGRAM REPRESENTS (AS ACCURATELY AS POSSIBLE) THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM. FIELD VERIFY ALL SIZES OF EQUIPMENT, CONDUCTORS, FUSES, ETC. SIZES SHOWN ON DRAWING SHALL BE CONSIDERED A MINIMUM. ANY EXISTING EQUIPMENT CONDUCTORS, FUSES, ETC. WHICH DO NOT MEET MINIMUM SHALL BE REPLACED TO MEET MINIMUM. PROVIDE AND INSTALL PERMANENT NAME PLATES ON FACE OF TIME CLOCK, AND ELECTRICAL PANELS. BRUCE M. CARLSON architecture planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY HUFFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MATTHEW W. FULTS SIGNATURE 11-15-2016 DATE ISSUED 45451 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: ELECTRICAL SCHEDULES AND DETAILS REVISIONS: NO: DATE: BY: PERMIT SET A 11.15.2017 RECEI CITY OF T VEu JKWILA JAN 2 it 2018 PERMIT C ENTER PROJECT NO: 3588.0097 DRAWN BY: KO E1 .3 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017 -o LTL rn 0 0 o3 co 10 r7 a) 0 tai 0 0 c N rn 0 0 00 co 10 I- 0 w 0 w z w z 0o u7 r) I- 0 w 0 SECTION 16 0500 - COMMON WORK RESULTS FOR ELECTRICAL 1.1 SUMMARY A. Section Includes: 1. Common electrical installation requirements. 1.2 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION A. Comply with NECA 1. B. Measure indicated mounting heights to bottom of unit for suspended items and to center of unit for wall -mounting items. C. Headroom Maintenance: If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements. D. Equipment: Install to facilitate service, maintenance, and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. E. Right of Way: Give to piping systems installed at a required slope. F. Contractor shall provide rough -in for and connect to the following equipment furnished by others. Equipment will be provided by other contractors or owner. Secure rough -in information, connection requirements, and templates from equipment supplier. Verify all equipment voltage and power requirements: 1. Plumbing and HVAC equipment. 2. Electric motors. 1.3 FIRE -STOPPING A. Apply fire -stopping to penetrations of fire -rated floor and wall assemblies for electrical installations to restore original fire -resistance rating of assembly. Fire -stopping materials and installation requirements are specified in Division 07 Section "Penetration Fire -stopping." 1.4 SEISMIC REQUIREMENTS C. Provide bracing and supports to meet code required seismic ratings. SECTION 16 0519 - LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 1.1 SUMMARY A. This Section includes the following: 1. Building wires and cables rated 600 V and less. 2. Connectors, splices, and terminations rated 600 V and less. 1.2 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. 1.3 CONDUCTORS AND CABLES A. Copper and Aluminum Conductors: Comply with NEMA WC 70. B. Conductor Insulation: Comply with NEMA WC 70 for Types THHN-THWN and XHHW. C. Multi -conductor Cable: Comply with NEMA WC 70 for metal -clad cable, Type MC with ground wire. 1.4 CONDUCTOR MATERIAL APPLICATIONS A. Feeders: Copper for feeders smaller than No. 3 AWG; copper or aluminum for feeders No. 4 AWG and larger. Solid for No. 12 AWG and smaller; stranded for No. 10 AWG and larger. B. Branch Circuits: Copper. Solid for No. 12 AWG and smaller; stranded for No. 10 AWG and larger. 1.5 CONDUCTOR INSULATION AND MULTI -CONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Service Entrance: Type THHN-THWN, single conductors in raceway or Type XHHW, single conductors in raceway. B. Exposed Feeders: Type THHN-THWN, single conductors in raceway. C. Feeders Concealed in Ceilings, Walls, Partitions, and Crawlspaces: Type THHN-THWN, single conductors in raceway. D. Feeders Concealed in Concrete, below Slabs -on -Grade, and Underground: Type THHN-THWN, single conductors in raceway. E. Exposed Branch Circuits, Including in Crawlspaces: Type THHN-THWN, single conductors in raceway. F. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN-THWN, single conductors in raceway or Metal -clad cable, Type MC. G. Branch Circuits Concealed in Concrete, below Slabs -on -Grade, and Underground: Type THHN-THWN, single conductors in raceway. 1.6 INSTALLATION OF CONDUCTORS AND CABLES A. Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated. B. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. SECTION 16 0526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1.1 SUMMARY A. This Section includes methods and materials for grounding systems and equipment. 1.2 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with UL 467 for grounding and bonding materials and equipment. 1.3 APPLICATIONS A. Conductors: Install solid conductor for No. 12 AWG and smaller, and stranded conductors for No. 10 AWG and larger, unless otherwise indicated. 1.4 EQUIPMENT GROUNDING A. Install insulated equipment grounding conductors with the following items, in addition to those required by NFPA 70: 1. Feeders and branch circuits. 2. Lighting circuits. 3. Receptacle circuits. 4. Single-phase motor and appliance branch circuits. 5. Three-phase motor and appliance branch circuits. SECTION 16 0529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 1.1 SUMMARY A. Section includes: 1. Hangers and supports for electrical equipment and systems. 2. Construction requirements for concrete bases. 1.2 PERFORMANCE REQUIREMENTS A. Design supports for multiple raceways capable of supporting combined supported systems and its contents. B. Design equipment supports capable of supporting combined operating supported equipment and connected systems and components. 1.3 QUALITY ASSURANCE A. Comply with NFPA 70. weight of weight of SECTION 16 0533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 1.1 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring. 1.2 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. 1.3 METAL CONDUIT AND TUBING A. Rigid Steel Conduit: ANSI C80.1. B. IMC: ANSI C80.6. C. EMT: ANSI C80.3. D. FMC: Zinc -coated steel. E. LFMC: Flexible steel conduit with PVC jacket. F. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT, and Cable: NEMA FB 1; listed for type and size raceway with which used, and for application and environment in which installed. 1. Conduit Fittings for Hazardous (Classified) Locations: Comply with 2. Fittings for EMT: Steel, set -screw, or compression type. 1.4 NONMETALLIC CONDUIT AND TUBING A. ENT: NEMA TC 13. B. RNC: NEMA TC 2, Type EPC -40 -PVC, unless otherwise indicated. C. LFNC: UL 1660. D. Fittings for ENT and RNC: NEMA TC 3; match to conduit or tubing type and material. E. Fittings for LFNC: UL 514B. 1.5 BOXES, ENCLOSURES, AND CABINETS A. Sheet Metal Outlet and Device Boxes: NEMA OS 1. B. Cast -Metal Outlet and Device Boxes: NEMA FB 1, aluminum, Type FD, with gasketed cover. C. Nonmetallic Outlet and Device Boxes: NEMA OS 2. 1.6 RACEWAY APPLICATION A. Outdoors: Apply raceway products as specified below, unless otherwise indicated: 1. Exposed Conduit: Rigid steel conduit or RNC, Type EPC -40 -PVC. 2. Concealed Conduit, Aboveground: Rigid steel conduit or RNC, Type EPC -40 -PVC. 3. Underground Conduit: RNC, Type EPC -40 -PVC, direct buried. 4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor -Driven Equipment): LFMC. 5. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R. B. Comply with the following indoor applications, unless otherwise indicated: 1. Exposed, Not Subject to Physical Damage: EMT. 2. Exposed, Not Subject to Severe Physical Damage: EMT. 3. Exposed and Subject to Severe Physical Damage: Rigid steel conduit. 4. Concealed in Ceilings and Interior Walls and Partitions: EMT. 5. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor -Driven Equipment): FMC, except use LFMC in damp or wet locations. 6. Damp or Wet Locations: Rigid steel conduit. 7. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4, nonmetallic in damp or wet locations. 1.5 DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Eaton Electrical Inc.; Cutler -Hammer Business Unit. 2. General Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; a brand of Schneider Electric. B. Molded -Case Circuit Breaker (MCCB): Comply with UL 489, with interrupting capacity to meet available fault currents. UL 886. 1. Thermal -Magnetic Circuit Breakers: Inverse time -current element for low-level overloads, and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit -breaker frame sizes 250 A and larger. SECTION 16 0553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS 1.1 SUMMARY A. Section Includes: 1. Identification for raceways. 2. Identification of power and control cables. 3. Identification for conductors. 4. Equipment identification labels. 5. Miscellaneous identification products. 1.2 EQUIPMENT IDENTIFICATION LABELS A. Self -Adhesive, Engraved, Laminated Acrylic or Melamine Label: Adhesive backed, with white letters on a dark -gray background. Minimum letter height shall be 3/8 inch. 1.3 IDENTIFICATION SCHEDULE A. Accessible Raceways and Metal -Clad Cables, 600 V or Less, for Service, Feeder, and Branch Circuits More Than 30 A, and 120 V to ground: Install labels at 30 -foot maximum intervals. B. Power -Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and junction boxes, manholes, and handholes, use color -coding conductor tape to identify the phase. 1. Color -Coding for Phase Identification, 600 V or Less: Use colors listed below for ungrounded conductors. a. Color shall be factory applied or field applied for sizes larger than No. 8 AWG, if authorities having jurisdiction permit. b. Colors for 208/120-V Circuits: b.Colors for 480/277-V Circuits: 1) Phase A: Black. 1) Phase A: Brown. 2) Phase B: Red. 2) Phase B: Orange. 3) Phase C: Blue. 3) Phase C: Yellow. 4) Neutral: White. 4) Neutral: Gray. C. Equipment Identification Labels: On each unit of equipment, install unique designation label that is consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual. Apply labels to disconnect switches and protection equipment, central or master units, control panels, control stations, terminal cabinets, and racks of each system. Systems include power, lighting, control, communication, signal, monitoring, and alarm systems unless equipment is provided with its own identification. SECTION 16 2416 - PANELBOARDS 1.1 SUMMARY A. Section includes lighting and appliance branch -circuit panelboards. 1.2 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 1.3 GENERAL REQUIREMENTS FOR PANELBOARDS A. Enclosures: Flush- and surface -mounted cabinets. 1. Rated for environmental conditions at installed location. a. Indoor Dry and Clean Locations: NEMA 250, Type 1. b. Outdoor Locations: NEMA 250, Type 3R. 2. Front: Secured to box with concealed trim clamps. For surface -mounted fronts, match box dimensions; for flush -mounted fronts, overlap box. Directory Card: Inside panelboard door, mounted in transparent card holder. Phase, Neutral, and Ground Buses: Tin-plated aluminum. C. Panelboard Short -Circuit Current Rating: Fully rated to interrupt symmetrical short-circuit current available at terminals. 1.4 LIGHTING AND APPLIANCE BRANCH -CIRCUIT PANELBOARDS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Eaton Electrical Inc.; Cutler -Hammer Business Unit. 2. General Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; a brand of Schneider Electric. B. Panelboards: NEMA PB 1, lighting and appliance branch -circuit type. C. Mains: Circuit breaker. D. Branch Overcurrent Protective Devices: Bolt -on circuit breakers, replaceable without disturbing adjacent units. Where multi -wire branch circuits are utilized provide multi -pole circuit breakers or manufacturer provided handle ties. E. Doors: Concealed hinges; secured with flush latch with tumbler lock; keyed alike. F. Service entrance rated. 2. GFCI Circuit Breakers: Single- and two -pole configurations with Class A ground -fault protection (6-mA trip). 3. Ground -Fault Equipment Protection (GFEP) Circuit Breakers: Class B ground -fault protection (30-mA trip). 1.6 INSTALLATION A. Install filler plates in unused spaces. B. Comply with NECA 1. 1.7 IDENTIFICATION A. Create a directory to indicate installed circuit loads and incorporating Owner's final room designations. Obtain approval before installing. Use a computer or typewriter to create directory; handwritten directories are not acceptable. B. Panelboard Nameplates: Label each panelboard with a nameplate complying with requirements for identification specified in Division 26 Section "Identification for Electrical Systems." SECTION 16 2726 - WIRING DEVICES 1.1 SUMMARY A. This Section includes the following: 1. Receptacles, receptacles with integral GFCI, and associated device plates. 2. Snap switches and wall -box dimmers. 3. Wall -switch occupancy sensors. 1.2 MANUFACTURERS A. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Cooper Wiring Devices; a division of Cooper Industries, Inc. (Cooper). 2. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). 3. Leviton Mfg. Company Inc. (Leviton). 4. Pass & Seymour/Legrand; Wiring Devices & Accessories (Pass & Seymour). 5. Lutron Electronics. 1.3 STRAIGHT BLADE RECEPTACLES A. Convenience Receptacles, 125 V, 20 A: Comply with NEMA WD 1, NEMA WD 6 configuration 5-20R, and UL 498. 1.4 GFCI RECEPTACLES A. General Description: Straight blade, feed -through type. Comply with NEMA WD 1, NEMA WD 6, UL 498, and UL 943, Class A, and include indicator light that is lighted when device is tripped. B. Duplex GFCI Convenience Receptacles, 125 V, 20 A: 1.5 SNAP SWITCHES A. Comply with NEMA WD 1 and UL 20. B. Switches, 120/277 V, 20 A: 1.6 WALL -BOX DIMMERS A. Dimmer Switches: Modular, full -wave, solid-state units with integral, quiet on-off switches, with audible frequency and EMI/RFI suppression filters. B. Control: Continuously adjustable slider; with single -pole or three-way switching. Comply with UL 1472. C. Incandescent Lamp Dimmers: 120 V; control shall follow square -law dimming curve. On-off switch positions shall bypass dimmer module. 1. 600W unless noted otherwise on plans ; dimmers shall require no de -rating when ganged with other devices. 2. Dimmer used for electronic low voltage transformers shall be rated for electronic low voltage. D. Fluorescent Lamp Dimmer Switches: Modular, compatible with dimmer ballasts; trim potentiometer to adjust low-end dimming; dimmer -ballast combination capable of consistent dimming with low end not greater than 20 percent of full brightness. 1.7 OCCUPANCY SENSORS A. Wall -Switch Sensors: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: a. b. c. d. Sensor Switch WSD-PDT-V. Hubbell LHMTS1 Watt Stopper DW -100 Leviton OSSMT-MD e. Equals 2. Description: Dual -technology type (PIR and Ultrasonic/Phonic), 120/277 V, adjustable time delay up to 20 minutes, 180 -degree field of view, with a minimum coverage area of 400 sq. ft.. 1.8 WALL PLATES A. Single and combination types to match corresponding wiring devices. 1. Plate -Securing Screws: Metal with head color to match plate finish. 2. Material for Finished Spaces: Smooth, high -impact thermoplastic. 3. Material for Unfinished Spaces: Galvanized steel. 4. Material for Damp Locations: Cast aluminum with spring-loaded lift cover, and listed and labeled for use in "wet locations." Paintable. B. Wet -Location, Weatherproof Cover Plates: NEMA 250, complying with type 3R weather -resistant , die-cast aluminum with lockable cover. Paintable. 1.9 FINISHES A. Color: Wiring device catalog numbers in Section Text do not designate device color. 1. Wiring Devices and coverplates: As directed by the Architect, unless otherwise indicated or required by NFPA 70 or device listing. Architect reserves the right to request multiple device finishes. 1.10 INSTALLATION A. Comply with NECA 1, including the mounting heights listed in that standard, unless otherwise noted. See drawings. B. Conductors: 1. The length of free conductors at outlets for devices shall meet provisions of NFPA 70, Article 300, without pigtails. 2. Existing Conductors: a. Cut back and pigtail, or replace all damaged conductors. b. Pigtailing existing conductors is permitted provided the outlet box is large enough. D. Receptacle Orientation: 1. Install ground pin of vertically mounted receptacles down, and on horizontally mounted receptacles to the right. E. Receptacles Connections: 1. Provide pigtails in each receptacle box. Do not use feed through lugs on receptacles. F. Dimmers: 1. Install dimmers within terms of their listing. 2. Install unshared neutral conductors on line and load side of dimmers according to manufacturers' device listing conditions in the written instructions. SECTION 16 2816 - ENCLOSED SWITCHES 1.1 SUMMARY A. Section Includes: 1. Fusible switches. 2. Non -fusible switches. 3. Enclosures. 1.2 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 1.3 MANUFACTURERS A. Manufacturers: Subject b compliance with requirements, provide products by one of the following: 1. Eaton Electrical Inc.; Cutler -Hammer Business Unit. 2. General Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; a brand of Schneider Electric. 1.4 FUSIBLE SWITCHES A. Type GD, General Duty, Sngle Throw, 240-V ac, 800 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, with cartridge fuse interiors to accommodate indicated fuses, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. 1.5 NON -FUSIBLE SWITCHES A. Type GD, General Duty, Single Throw, 600 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. 1.6 ENCLOSURES A. Enclosed Switches: NEMA AB 1, NEMA KS 1, NEMA 250, and UL 50, to comply with environmental conditions at installed location. 1. Indoor, Dry and Clean Locations: NEMA 250, Type 1. 2. Outdoor Locations: NEMA 250, Type 3R. 1.7 IDENTIFICATION A. Label each enclosure with engraved metal or laminated -plastic nameplate. SECTION 16 5100 - LIGHTING 1.1 SUMMARY A. Section Includes: 1. Interior lighting fixtures, lamps, and ballasts. 2. Emergency lighting units. 3. Exit signs. 4. Lighting fixture supports. 1.2 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Lasted and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 1.3 EXTRA MATERIAL A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Lamps: 1 for every 10 of each type and rating installed unless noted otherwise. Furnish at least one of each type. Provide 1 for every 1 of each 12V lamp. 2. Plastic Diffusers and Lenses: 1 for every 100 of each type and rating installed. Furnish at least one of each type. 3. Ballasts: 1 for every 30 of each type and rating installed. Furnish at least one of each type. 4. Globes and Guards: 1 for every 20 of each type and rating installed. Furnish at least one of each type. 1.4 MANUFACTURERS A. Products: Subject to compliance with requirements, provide one of the products indicated on Drawings. 1.5 GENERAL REQUIREMENTS FOR LIGHTING FIXTURES AND COMPONENTS A. Recessed Fixtures: Comply with NEMA LE 4 for ceiling compatibility for recessed fixtures. B. Incandescent Fixtures: Comply with UL 1598. C. Fluorescent Fixtures: Comply with UL 1598. D. HID Fixtures: Comply with UL 1598. Metal Parts: Free of burrs and sharp corners and edges. E. Sheet Metal Components: Steel unless otherwise indicated. Form and support to prevent warping and sagging. F. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position. G. Diffusers and Globes: 1. Acrylic Lighting Diffusers: 100 percent virgin acrylic plastic. High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. a. Lens Thickness: At least 0.125 inch minimum unless otherwise indicated. b. UV stabilized. 2. Glass: Annealed crystal glass unless otherwise indicated. 1.6 BALLASTS FOR UNEAR FLUORESCENT LAMPS A. General Requirements for Electronic Ballasts: 1. Comply with UL 935 and with ANSI C82.11. 2. Designed for type and quantity of lamps served. 3. Ballasts shall be designed for full light output unless another BF, dimmer, or bi-level control is indicated. 4. Sound Rating: Class A. 5. Total Harmonic Distortion Rating: Less than 20 percent. 6. Transient Voltage Protection: IEEE C62.41.1 and IEEE C62.41.2, Category A or better. 7. Operating Frequency: 42 kHz or higher. 8. Lamp Current Crest Factor: 1.7 or less. 9. BF: 0.88 or higher unless otherwise indicated. 10. Power Factor: 0.95 or higher. B. Ballasts for Low -Temperature Environments: 1. Temperatures 0 Deg F and Higher: Electronic type rated for 0 deg F starting and operating temperature with indicated lamp types. 1.7 BALLASTS FOR HID LAMPS A. Electronic Ballast for Metal -Halide Lamps: Include the following features unless otherwise indicated: 1. Minimum Starting Temperature: Minus 20 deg F for single -lamp ballasts. 2. Rated Ambient Operating Temperature: 130 deg F. 3. Lamp end -of -life detection and shutdown circuit. 4. Sound Rating: Class A. 5. Total Harmonic Distortion Rating: Less than 20 percent. 6. Transient Voltage Protection: IEEE C62.41.1 and IEEE C62.41.2, Category A or better. 7. Lamp Current Crest Factor: 1.5 or less. 8. Power Factor: 0.90 or higher. 9. Interference: Comply with 47 CFR 18, Ch. 1, Subpart C, for limitations on electromagnetic and radio-frequency interference for non -consumer equipment. 10. Protection: Class P thermal cutout. 1.8 EXIT SIGNS A. General Requirements for Exit Signs: Comply with UL 924; for sign colors, visibility, luminance, and lettering size, comply with authorities having jurisdiction. B. Internally Lighted Signs: 1. Lamps for AC Operation: LEDs, 50,000 hours minimum rated lamp life. 2. Self -Powered Exit Signs (Battery Type): Integral automatic charger in a self-contained power pack. a. Battery: Sealed, maintenance -free, nickel -cadmium type. b. Charger: Fully automatic, solid-state type with sealed transfer relay. c. Operation: Relay automatically energizes lamp from battery when circuit voltage drops to 80 percent of nominal voltage or below. When normal voltage is restored, relay disconnects lamps from battery, and battery is automatically recharged and floated on charger. d. Test Push Button: Push -to -test type, in unit housing, simulates loss of normal power and demonstrates unit operability. e. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle. 1.9 EMERGENCY LIGHTING UNITS A. General Requirements for Emergency Lighting Units: Self-contained units complying with UL 924. 1. Battery: Sealed, maintenance -free, lead -acid type. 2. Charger: Fully automatic, solid-state type with sealed transfer relay. 3. Operation: Relay automatically turns lamp on when power -supply circuit voltage drops to 80 percent of nominal voltage or below. Lamp automatically disconnects from battery when voltage approaches deep -discharge level. When normal voltage is restored, relay disconnects lamps from battery, and battery is automatically recharged and floated on charger. 4. Test Push Button: Push -to -test type, in unit housing, simulates loss of normal power and demonstrates unit operability. 5. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle. 6. Wire Guard: Heavy -chrome -plated wire guard protects lamp heads or fixtures. 1.10 FLUORESCENT LAMPS A. T8 rapid -start lamps, 2950 initial lumens (minimum), CRI 85 (minimum), color temperature 3500 K, and average rated life 30,000 hours unless otherwise indicated. 1.11 HID LAMPS A. Ceramic, Pulse -Start, Metal -Halide Lamps: Minimum CRI 80, and color temperature 4000 K. GENERAL NOTES 1. REFER TO ARCHITECTURAL ELEVATIONS AND REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHTING FIXTURES AND DEVICES. 2. LETTER THUS: "A" - INDICATES TYPE OF LIGHTING FIXTURES. REFER TO LIGHTING FIXTURE TYPES AS NOTED ON THE LIGHTING FIXTURE SCHEDULE. 3. VERIFY LOCATION OF ALL FLOOR OUTLETS WITH ARCHITECT PRIOR TO ROUGH -IN. EXISTING CONCRETE FLOOR TO BE CUT AND TRENCHED AS REQUIRED. 4. DATA TELEPHONE AND TELEVISION CONDUIT SHALL BE MINIMUM 3/4 INCH UNLESS OTHERWISE NOTED ON DRAWINGS. 5. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. 6. FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. 7. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A PULLWIRE OR EQUAL AND SHALL BE IDENTIFIED AT ALL JUNCTION, PULL, AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF CONDUIT, ORIGINATION AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. 8. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO APPROVE METHODS AND MATERIALS NOT REFLECTED HEREIN. 9. CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS AND SHALL PROVIDE LIGHTS, SWITCHES, RECEPTACLES, TELEPHONE OUTLETS, EQUIPMENT CONNECTIONS, ETC., AND ASSOCIATED CIRCUITING IN NEW AND REMODELED AREAS, EVEN IF SUCH AREAS ARE NOT SHOWN ON ELECTRICAL DRAWINGS. LAYOUTS, FIXTURE TYPES, QUANTITIES, AND SPACING SHALL BE IN ACCORDANCE WITH SIMILAR AREAS ON THIS PROJECT. CONTRACTOR SHALL INCLUDE COSTS FOR THE ABOVE IN HIS BID. 10. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. 11. WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF WASHINGTON, AND NATIONAL CODES AND ORDINANCES. 12. PROVIDE PERMITS AND INSPECTIONS REQUIRED. 13. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. 14. VERIFY THAT EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH -IN. 15. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING OR FACTORY WIRING IN EQUIPMENT PROVIDED BY THIS CONTRACTOR. 17. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC. SHALL BE CONNECTED AND OPERABLE. 18. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB -ON -GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC. TRANSMONS FROM BELOW TO ABOVE GRADE SHALL BE WITH RIGID STEEL ELBOWS WITH PVC JACKET OR PROVIDED EQUAL PROTECTION. EMT FITTINGS SHALL BE MALLEABLE IRON OR STEEL CONNECTORS SHALL BE INSULATED THROAT TYPE. 19. FINAL CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING EQUIPMENT SHALL BE WITH LIQUID -TIGHT FLEX METAL CONDUIT AND FITTINGS. DO NOT SECURE CONDUITS, DISCONNECTS, OR DEVICES TO DUCTWORK OR MECHANICAL EQUIPMENT. 20. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY UL OR OTHER RECOGNIZED TESTING FACILITY. 21. ELECTRICAL CONTRACTOR SHALL PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN ALL PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. 22. ELECTRICAL CONTRACTOR SHALL OBTAIN A COPY OF LANDLORD'S DESIGN CRITERIA, THIS GUIDE SUPERSEDES DRAWINGS AND SPECIFICATION (i.e. MANUFACTURER, ETC.). 23. ALL RECEPTACLE OUTLETS TO BE BLACK AND COVER PLATES TO BE POLISHED NICKEL UNLESS NOTED OTHERWISE. 24. MULTI -PHASE LOADS SHALL BE PROTECTED BY MULTI -POLE CIRCUIT BREAKERS HAVING COMMON TRIP AND SINGLE HANDLE. HANDLE TIES AND TROUGH CLIPS OR PINS ARE UNACCEPTABLE. 25. MULTI -WIRE BRANCH CIRCUITS SHALL REQUIRE A MULTI -POLE BREAKER AS A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES PER NEC 210.4(8). 26. ALL CONDUCTORS SHALL BE COPPER, TYPE 75 DEGREES C, MINIMUM SIZE #12. REMODELING 1. CIRCUIT NUMBERS SHOWN ON THESE DRAWINGS SHALL NOT NECESSARILY CORRESPOND TO ACTUAL CIRCUIT BREAKER NUMBERS. CONTRACTOR SHALL CONNECT TO EXISTING CIRCUIT BREAKERS ABANDONED BY DEMOLION/REMODELING. 2. WHERE AN ELECTRICAL SYSTEM IN THE SPACE IS CALLED OUT TO BE CONNECTED WITH AN EXISTING SYSTEM THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE POINT OF CONNECTION AS WELL AS THE MEANS OF CONNECTION WITH THE EXISTING SYSTEM. CONTRACTOR SHALL PROVIDE ALL NEW HARDWARE COMPONENTS REQUIRED TO INTEGRATE THE NEW DEVICES/COMPONENTS INTO THE EXISTING HEADEND OR SYSTEM CONTROL PANEL CONTRACTOR SHALL PROVIDE ALL SYSTEM SOFTWARE UPGRADES REQUIRED TO INCORPORATE NEW COMPONENTS INTO EXISTING SYSTEM. 3. WHEREVER THE INSTALLATION OF ELECTRICAL EQUIPMENT CONFLICTS WITH EXISTING CONDITIONS NOT MENTIONED IN THE PLANS OR THE SPECIFICATIONS, THE CONTRACTOR SHALL DETERMINE A SATISFACTORY ALTERNATIVE MEANS OF INSTALLATION AND OBTAIN APPROVAL FROM THE ENGINEER BEFORE ACTUAL EQUIPMENT INSTALLATION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR CIRCUITS THAT ARE REMAINING TO BE RECONNECTED TO NEW OR EXISTING SWITCHBOARDS/PANELBOARDS. PROVIDE SWITCHES, RECEPTACLES, CONDUIT, WIRE, ETC. AS REQUIRED TO RESTORE CONTINUITY OF CIRCUIT(S). LIGHTING 1. RECESSED LIGHT FIXTURES INSTALLED IN GYP BOARD OR PLASTER CEILINGS SHALL HAVE PIASTER FRAMES INSTALLED PRIOR TO CEILING MATERIAL. 2. VERIFY TYPE OF CEILING CONSTRUCTION FOR PROPER MOUNTING OF ALL RECESSED LIGHT FIXTURES. INSTALLATION OF LIGHT FIXTURES SHALL COMPLY WITH ALL INTERNATIONAL BUILDING CODE REQUIREMENTS. 3. RECESSED LIGHTING FIXTURES INSTALLED INTO METAL SUSPENDED CEILING SYSTEMS FOR LAY -IN TILES AND PANELS SHALL BE INSTALLED AND SUPPORTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE ASTM C635 AND C636. 4. FIXTURES INSTALLED IN "LIGHT-DUTY CEILING SYSTEMS" SHALL HAVE SEPARATE SUPPORTING MEMBERS. FIXTURES INSTALLED IN "INTERMEDIATE -DUTY AND HEAVY-DUTY CEILING SYSTEMS" SHALL HAVE SEPARATE SUPPORTING MEMBERS WHEN THE WEIGHT OF THE FIXTURES EXCEEDS THE DEFLECTION AND ROTATION REQUIREMENTS OF ASTM C636 2.7.2,3 & 4. 5. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES WITHIN THE ENTIRE TENANT SPACE. 6. ELECTRICAL CONTRACTOR SHALL MAKE FINAL ADJUSTMENTS OF ADJUSTABLE DOWNLIGHTS ALONG WITH "THE ART OF SHAVING" REPRESENTATIVE. 7. EMERGENCY FIXTURES AND EXIT LIGHTS SHALL BE FED VIA UNSWITCHED HOT CIRCUIT. FIRE ALARM 1. FIRE ALARM SYSTEM. CONTRACTOR SHALL PROVIDE CONDUIT FOR DEVICES, COORDINATE WITH MALL VENDOR. COMMUNICATIONS 1. BOXES FOR TELEPHONE, TV, DATA, WIRING DEVICES, ETC. SHALL BE MINIMUM TWO GANG WITH SINGLE GANG MUD RING. 2. SOUND SYSTEM. CONTRACTOR SHALL PROVIDE ALL CONDUIT, J -BOXES, AND WIRING FOR SOUND SYSTEM SPEAKERS TO AMPLIFIER LOCATION. CONDUIT SHALL BE A MINIMUM OF 3/4" UNLESS NOTED. OWNS EFDA .IUD -RINGS FOR SPEAKERS FOR CONTRACTOR TO INSTALL COORDINATE WITH TENANT.itt%�A 3. S`' SYSTEM.CO "!' , TOR. '' PROVID CONDU L„;,!J-BOXES (MINIMUM j1 7� E RAC a°�`, INIMUf UNLESS NOTED.VI Lk.G.i RITY DEVICES, ETC. BRUCE M. CARLSON architecture • planning + interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY H U FFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: I.z.Z.LQ MATTHEW W. FULTS SIGNATURE 11-15-2016 DATE ISSUED 45451 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: ELECTRICAL SPECIFICATION REVISIONS: NO: DATE: BY: 0 11.15.2017 PERMIT SET HECE CITY OF IVED -UKWILA JAN 2 4 2018 PFRMIT C ENTER PROJECT NO: 3588.0097 DRAWN BY: KO E1 .4 COPYRIGHT BRUCE IA. CARLSON ARCHITECT, PLLC 2017 stories and al R1 Revised Nov 2 for Commero+al Project Info Compliance forms do not require a password to Use. instructional and calculating cells are write• protected. PmjectTitle: Cinnabon• Date 1/9/2018 AppBenrsIlrtform llby . PYOVhisOOn t 14or)ndle tafxtcan m k1Qt11f)sa llbtluf t70io iltwwe A7tni piOvWk d. For Building Department Use Conpane Name: Emanueisorrpodas Company Address: 7705 Rush Lake Road, Edina MN Applicant Name: Keith 0' en A Cant Phone: Pin952-540-4034 Applicant Email: kobr)en@tp(nc.cam Project Description L ! New Beading - Addition 1 .. Alteration 1 No Lighting Scope include PROD -SUM form (Included in envelope forms workbook) with lighting compliance forms. Interior Lighting System Description 1 Interior Lighting Plans Included NA Interior Lighting Power Allowance Method I 1 Building Area Method -: Space -by -space Method Select method used in project_ Interior Lighting Controls [_i All C405.2,1 - C105.2.8 lighting Controls j l 0405.2 Exception 5 Luminaire Level ' Lighting Controls (LUC) I Additional Efficiency Package Option - C406.4 Enhanced Digital lighting Controls To comply with 0406.4, no less than 80% of the total installed interior lighting power shall comply with the required boatels per 0406.4. Dwelling Unit Interior Lighting Pennenenuy instated intertoreghitg fLchures in dwelling units comply with: "r: No Dwelling 004052 that 0405-5 Commercial Lighting Controls and LPA Units C) C406.3 High Efficacy Lighting l) R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description Exterior lighting Plans Inducted Supplemental task righting Building Additions Refer to Section 05022.6 for additionalprovisions requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable,O,- as a stand alone new construction project Llghtlng for non -Indicate visual a9 Iloatlons Indicate on plans eligible non -visual lighting applications, include sq. ft, area of each fighting control zone: Lighting systems In addition are combined with existing building lighting systems to demonstrate compliance ❑ Adeetfen /e combined with existing: For Interior lighting projects, include new +existing•to-remain interior fighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. FOr exterior fighting projects, Include new + existing -to -remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTO -EXT form. ones : over alert mrct all R1 Revised Nov2011 201$ a tngtwt8tafeF.rtergy 'h0 Project Title: Cinnabon • 2800 Southcenter mall -Tukwila, WA loots 1/9/2018 The following information is necessary to check a permit application for compliance with the fighting, motor, and electrical requirements in the Applicability (yes,no,na) Code Section Component Compliance Information required In permit documents Location in Documents Bulking Department Hotel/motel guest rooms Indicate methodol automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room Food preparation Supplemental task righting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, Ircluding under•shelf or under•cabinet lighting Yes Lamp and/or ballast replacement only - existing total wattage not increased Item 5 Llghtlng for non -Indicate visual a9 Iloatlons Indicate on plans eligible non -visual lighting applications, include sq. ft, area of each fighting control zone: Lighting Controls Interior lighting on plans that non -visual lighting are controlled independently from bah general area lighting and other lighting applications within the same space: Exterior lighting New wiring Installed to serve added fixtures and/or fixtures relocated to new circuit(s) Indicate method of manual lighting control and applicable automatic lighting control Interior Lighting lighting equipment for sale or demonstrationSpace; Indicate on plans that lighting equipment for sato or demonstration are controlled independently from both general area lighting and other lighting applications within the same indicate method of manual fighting control and applicable automatic lighting control Space -By -Space Method Item 7 Means of egress lighting Identity on plans egress fixtures that function as both normal and emergency means of egress illumination; EFFICIENCY PACKAGE OPTION - REDUCED INTERIOR LIGHTING POWER DENSITY NA Provide calculation et lighting power density of total egress llghting: Reduced figinting power density Reduced To comply with addlxonal efficiency package option, demonstrate in compliance forms that total connected inferior ti wattage is 25% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method II total egress lighting power density is greater than 0.02 W/sq. It,, indicate on plans egress fixtures requiring automatic shut-oif during unoccupied periods; Indicate method of automatic shut-off control Scope of electrical power and lighting systema commissioning 0406.3 NA 0405.2.7 Exterior nigh ting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; EXTERIOR LIGHTING POWER & EFFICACY For building facade and landscape lighting, indicate automatic controls shut oft fighting as a function of dawn/dusk and fixed opening/closingtime; 0405.5.2 con Totalnected sett rilighting power 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 0405.8.1 Exterior building grounds lighting controls For building grounds fixtures greater than t OO watts, indicate on plans whether fixtures have efficacy greater than 80 lumens of; aro controlled by motion sensor, or are exempt lighting per C405.5.2 Indicate on plans whether the method of automatic control for each controlled receptacle zone is by occupant sensor or programmable time -of -day control Table (listed atter C405.2.7) Areacontrols - Master control switches and clrcu 1 power limit Indicate tocetion(s) of master control switches) 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 60% ADDITIONAL EFFICIENCY PACKAGE OPTION - ENHANCED DiGITAL LIGHTING CONTROLS Enhanced deed! lighting controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed end provided with continuous dimming, or exception taken: Exterior lightingComplete power CalCula110ne required compliance form - croposod wattage for exterior fighting plus base site allowed does not exceed maximum allowed Include calculation of percent total installed Interior lighting power that as configured with required enhanced lighting control functions (min 90% to comply with addtlonal efficiency package option) Indicate toplight daylight zone areas on plans, include sq. It.; e htrn UrTU 3,con , s.r LTG -SUM I 112. R3, Rd over 3 stories and all 11 Revised Nov 2017 Pra)ectTitle: Cienabon-2800Southcentermall -Tukwila, WA (Date 1/9/203.8 Change of Space Use i Existing Wetfor lighting systems In areas under -going a change in space tee are upgraded to comply with LPA$ for the new space types per Tables 0405.4.2(1) or 0401.4.2(2). Identify irttaror spaces requiring LPO upgrade to the current Code in Proposed Lighting Wattage table In LTG -INT -BLD or LTG -INT -SPACE form. Interior and Exterior Lighting Alterations Se(ecf all Lighting Power and Lighting Goitre/ elements that apply to the scope of ire retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces. and 50% or more of the fixtures are replaced in inners then provide separate fighting power compliance forms for the two retrofit contype of ns.see Spaces be mbine Ma same type of powerdit may nee form. Into one lighting power compliance form, Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned pet 0408.3. No changes oar int male to ' the !Markt or exterior fighting systems and existing space uses and configuration err not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% o► more of existing are replaced Location in Documents Bilking Oepanment Notes INTERIOR Total connected intense bighting power Less than 50% of existing are replacec Food preparation Identify spaces eligible for lighting power oxemptron tet pions and in compliance forms: indicate the exception applied: Identify lighting equipment eligible for lighhng power exemption in lixture 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 Lamp and/or ballast replacement only - existing total wattage not increased Exit egos Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per aide) E12 30% or more replaced Total lighting power of new + existingto-rerrraNr fixtures shall comply with total LPA per Sections 0405.4.2 and 0405.5.2. include new + existing -to -remain flatunas in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less then t - Total ltpltthg power of new + mdetIngtorenutin fixtoee shoe not exceed the toteri tg goner Polar to aiterddbtt Include now + exlst(ng-tO-r initkr &lures ln the Proposed Lighting Wattage table in t, Tee/NT-MD, LTG-lt1T-SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces end paricinggarages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring Installed to serve added fixtures and/or fixtures relocated to new circuit(s) C ] Li CI ptosele required =Wee par provide required controls lighting controls all required lighting controls per C405.2.5 do Interior Lighting ❑ U C405.4.2.I New or moved lighting panel Interior space is reconfigured - luminaires unchanged or relocated only New wiring or circuit • For Interior them. sensor controls per 0408.2.1, dayllghtrespOnslve controls per 0405.2.5. For exterior lighting, New or moved panel - Provide all applicable time switch controls pet 0405.2.2. Reconfigured interior space - Provide Application specific hgtrfkrg control prcvislOns ❑ NA C503.6 manual controls par C405.2.31, occupancy 04052.4 and apDlkat on spec* lighting per C4052.7. ea rated for New Wiring and automatic that acolyte a new i tenor space. not apply to reconfigured spaces. s'i l.. • ' f Li it rn ,IUf d.El Electric t otos an ✓ aJ 2015 Wa tngton tate Energy Code Compaance f; f 5 T HK r rt.CheckC st 3 L G Cr e m 1 , Pg Forms for Inc( ng R2. ' < ` ever 3 stories and ' ' 1 tiav d Nov 2017 Project Title: Cinnabon-2800Soutticerttermall • Tukwila. WA joss 1/9/2018 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 per•nit documents Location in Documents Bilking Oepanment Notes INTERIOR LIGHTING POWER & EFFICACY NA C405.4.1 Total connected intense bighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture: 100 Food preparation Identify spaces eligible for lighting power oxemptron tet pions and in compliance forms: indicate the exception applied: .-_--__--.___ __-_._____-_--- • Identify lighting equipment eligible for lighhng power exemption in lixture schedule and in compliance forms: indicate the exception applied; 312 --__._ Indicate that exempt lighting equipment Is in addition to general area lighting and is controlled independently Yes 0405 3 Exit egos Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per aide) E12 237 NA C405.1 Lighting in dwelling units -lamp Olivierschedule If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units. indicate in lighting tortureNA if lamps in fixtures are high el'icacy per 8404.1. Calculate percentage of fixtures with high efficacy tamps In project (min 75% to comply with excepton). NA Interior Lighting Power Calculation - Indicate compliance path taken No C405.4.2.I Building Area Method Complete required compliance forms - proposed wattage per building area does not exceed maximum allowed wattage per building area: identify locations of bulldng areas on plans NA C503.6 Yes 0405 4 2 2 Space -By -Space Method Complete required compliance forms -total proposed wattage does not exceed mimrxtt axallowed wattage; identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and coiling heights as applicable Els C503.13 ADDITIONAL EFFICIENCY PACKAGE OPTION - REDUCED INTERIOR LIGHTING POWER DENSITY NA C406.3 Reduced figinting power density Reduced To comply with addlxonal efficiency package option, demonstrate in compliance forms that total connected inferior ti wattage is 25% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method 612 LTG-INT•DISFLAY Allowed Watts Scope of electrical power and lighting systema commissioning 0406.3 Reduced lighting powNA dwenrng un t lamp efficacy For project with dwelling units, to Comply with additional efficiency package option indicate in Ilgnting 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) I 484 EXTERIOR LIGHTING POWER & EFFICACY NA 0405.5.2 con Totalnected sett rilighting power Include all luminaires In lighting fixture schedule: indicate fixture types, lamps, ballasts, and mernfacturor's rated watts per fixture: -- -- _____ - - - Identify exterior applications eligible for lighting power exemption on pians and in compliance' cons, Indicate exception applied: Identify all controlled and uncontrolled receptadee on electrical plans in each space in which they are required; indude receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; - - Indicate that exempt extortor lighting is controlled independently from non-exempt exterior lighting: Include exception claimed for each fixture or group of fixtures under exception category Indicate on plans whether the method of automatic control for each controlled receptacle zone is by occupant sensor or programmable time -of -day control NA Table 0405 C405.5.2(1) Exterior lighting zone Indicate building exterior fighting zone as defined by the AHJ E1.2 NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated et greater than 100 watts that are complying based on efficacy, irdicate rated lamp efficacy (in lumens per watt) in fixture schedule E1,2 NA 0405.5.2 Exterior lightingComplete power CalCula110ne required compliance form - croposod wattage for exterior fighting plus base site allowed does not exceed maximum allowed int I0 .h I 9,,,,= } e hod PACE TG =INT„ S 2015 Wash P State Forms for Commercial Buildings fnohirfirrg R2, P3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Cinrt,afro, - 2800 Southcenter mall - Tukwila, WA Date 1/9/2018 Calculation Area"' New Construction Addition - -•. Addition •_ stand alone - + existing -. Spaces where a 50% of ,- - Spaces where 2 5O%of •.. Spaces whore the Use ' lurnnaires aro replaced luminaires are replaced - is changing (C505) For Building Department Ilse LPA Calculation Type a Standard Additional Efficiency Package Option - C406.3 Reduced Interior Light ng Power To comply with 0406.3, the Proposed UV) shaft be 25% lower than the Target LPA. Refer to 0406.3 for add'tional requirements. User 1 ! ii Maximum Allowed Lighting Wattage' LIGHTING ALTERATIONS Location (plan a, room to Space Type Ceiling HeightMO'E 2 Gross Interior Area in (Iz Allowed Watts per ttr Watts Allowed (watrsm2 x area) 100 Food preparation 10 312 0.790 246 101 Food preparation 12 300 0.790 237 NA C503.6 Intanot Ilghlrng wl ring alterations Where new wiring is installed to serve new Interior luminaires and/or luminaires are relocated to a new circuit; indicate controls are provided (as applicable) • manual (C405.2.3); occupancy sensor (C405.2.1); daylight responsive (0405.2.4); spocrlic application (C405.2.5); exit signs (C406.3) NA NA 0503.8 Exterior Gpttti ng wiring alterations g Where now wiring is Instated to servo now exterior luminaires and /or luminaires are relocated to new circuit; Indicate exterior lighting controls are provided (C 405.2.7) Yes NA C503.6 Lighting panel alterations Where a new lighting panel is installed or an existing panel is moved (en 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 (0405.2.2) Yes NA C503.13 Interior space reconfiguration Where interior apace(s) is reconfigured (permanently installed walls or ceiling -height partitions); indicate lighting controls are provided (as applicable) • same provisions as fighting panel alterations Yee Lobby Art/Exhibit Display Allowance from LTG•INT-DISPLAY N0 el Total Area Retail Display 612 LTG-INT•DISFLAY Allowed Watts Scope of electrical power and lighting systema commissioning Allowance from NA C505.1 I 484 Proposed Lighting Wattage"' Location (plan Ie room if) 100 100 101 Fixture Description "ore 'e 6' LED down light type C LED pendant type D 2x4 LED recess Number of F *tures 14 2 4 Watts/ Fixture cion 13 23 55 Watts Proposed 182 46 220 Total Proposed Watts Proposed Rstail Display Lighting from LTG -INT -DISPLAY y not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 448 Interior Li o Pa er Allowance COMPLIES Note 1- list all unique space types per Table C405.4.2(2) that occur rn the protect scope. Select space type category from drop down menu. Note 2 - Indicate Ceding height for atriums and spaces utilizing tho ceiling height ad/usrment per Table 0405.4.2(2). Footnotes d rhw f. Note 3 - List all proposed lighting fixtures including exempt righting equipment and existing-to-romtsrn 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 (ii included), For track lighting, est the length of the track (in feet) m addition to the fixture, lamp, and ballast information. Note 5 - For fighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fxture 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 lix111re description. Note 7- For proposed Watts/Fixture enter the luminaire wattage for installed Ramp and ballast using rttanufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturers listed maximum Input wattage of the fixture (not tlto lamp wattage). For be voltage lighting. enter the wattage of the transformer. For lino voltage track/busway systems, enter the larger of the attached leminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current luniting device. Note 8 - Lobby Art/Exhibit DisplayArowance is Independent of the Maximum Allowed Lighting Wattage. Enter all proposed lobby art/exhibit display fixtures in LTG -INT -DISPLAY form only. Note 9 - Calculatron Area Details; a. Lighting fixtures in a building addition may comnhr as a stand alone protect, or they may be combined with the overall existrno buiklino L3 i h}v 2015 Want t t p nZTCheck ls? 4 LTG -CHK and ` 1 l PeF t 1ue - .: Coda litems Forms B*ik nes Indutttng . R8. R4 over 3 stories and all R1 Revised Nov 2017 Clnnabon • 2800 Southe toter matt - Tukwila. WA lOate 1/9/201B The following information is necessary to chock a permit application for compliance with the lighting, motor, and electrical requirements in the ApplicabilityW (yea.no.na) Code Section Component Compliance information required in permit documents Location in Documents ceding Department Notes LIGHTING ALTERATIONS NA C503.6 Interior and patting garage lighting fixture alterations Where a 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 - OLD or LTG -MT -SPACE); indicate proposed lighting wattage does not exceed maximum allowed per compliance path information required in permit documents I Location in Documents i Where < 50% of existing luminaires in interior spece(s) or parking garage are replaced; indicate total existing lighting wattage in each space pea to alteration; include alt new and existing -to -remain luminaires in LTG•INT-SPACE term; indicate proposed total lighting wattage in alteration area does not exceed total existing lighting wattage prior to alteration LIGHTING CONTROLS NA 0503.6 Exterior lighting fixture alterations Whore a 50% of existing exterior lighting wattage is replaced; include all new and exisiing•to•remain luminaires in LTD•EXT form; indicate proposed total exterior lighting wattage does not exceed maximum allowed Lighting controls, general For as lighting Mims, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken Where a 50% of existing exterior lighting wattage is replaced; Indicate total existing lighting wattage pier to alteration; include all now and existing-to•remaln luminaires in LTG -EXT form; indicate proposed total exterior lighting wattage does net exceed total existing wattage prior to alteraten NA NA C503.6 Intanot Ilghlrng wl ring alterations Where new wiring is installed to serve new Interior luminaires and/or luminaires are relocated to a new circuit; indicate controls are provided (as applicable) • manual (C405.2.3); occupancy sensor (C405.2.1); daylight responsive (0405.2.4); spocrlic application (C405.2.5); exit signs (C406.3) NA NA 0503.8 Exterior Gpttti ng wiring alterations g Where now wiring is Instated to servo now exterior luminaires and /or luminaires are relocated to new circuit; Indicate exterior lighting controls are provided (C 405.2.7) Yes NA C503.6 Lighting panel alterations Where a new lighting panel is installed or an existing panel is moved (en 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 (0405.2.2) Yes NA C503.13 Interior space reconfiguration Where interior apace(s) is reconfigured (permanently installed walls or ceiling -height partitions); indicate lighting controls are provided (as applicable) • same provisions as fighting panel alterations Yee No 05042 Lighting repairs Identify existing luminaires being upgraded with bulb and / or ballast replacement; indicate fixture alteration does not increase existing fixture wattage Scope of electrical power and lighting systema commissioning Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital t rear switch) or which time switch control exception applies NA C505.1 Change e1 space use Identity spaces on plans where the building area typo or space use type is being changed from one tyre to another per Tables C405.4.2(1) or (2) Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; Indictee compliance path (building area or space -by -space method); include all new and existing•to•rernain luminaires in compliance term (LTG-INT-BLO or LTG -INT -SPACE); indicate proposed lighting manage does not exceed maximum allowed per compliance path Commissioning requirements in construe ion documents Indicate whether occupancy sensor controls are configured to be manual -ori, automatic 50% -on, or servo a space eligible for automatic I 00% -on per exception RECEPTACLES NA C405.10 Comtdl04 receptacles Identify all controlled and uncontrolled receptadee on electrical plans in each space in which they are required; indude receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; - - Indicate aisteways end open areas In warehouse spaces provided with occupancy sensor centres that reduce lighting power by 50% Indicate on plans whether the method of automatic control for each controlled receptacle zone is by occupant sensor or programmable time -of -day control Yea 04052 2,1 Li ht)n 201e Wash Muternd: :•::• State Elect ,u Code Crmlpliance =I s cal Pen C Checklist P - 1 L G- HK, . T C Forms for <• - = , • •. including ^r R8, ' 4 over stades and all Al Revised Nov 2017 ProjectT)Qe: Applicability(( (yes,no,na) Code Section Cinnabon•2800Southcenter mall -Tukwila, WA Date 1/9/2018 The following Washington Information is State Energy Code, necessary to check a Commercial Provisions. permit application for compliance with the lighting, motor, and electrical requirements In the Applicablli {yes,no,n)'Code Section) Component (Compliance information required in permit documents I Location in Documents i Notes LIGHTING CONTROLS indicate on electrical plans that each dwelling unit in Group R-2 has. a separate electrical energy meter Yes C405.2 Lighting controls, general For as lighting Mims, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken E12 NA 04052 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 For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; NA 0405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spates and lighting zono(s) served, or demonstrate compliance with high efficacy exception Indicate automatic controls that do -on e-gize lighting and ventilation fans when elevator is stopped and unoccupied for e period of 15 minutes or more Yes 0405.2.3 C405.2.1.1 ' 0405.2.2.2 0405.2.4 0405.2.5 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 E1.2 Yes C405.2.2.1 0405.2.2.2 C405.2.3 Manual interior light reduction controls Indicate on plans which method Of martial 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls E12 Yee 04052.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupanby sensor, time switch or digital timer switch) for all lighting zones: E1.2 Scope of electrical power and lighting systema commissioning Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital t rear switch) or which time switch control exception applies E1.2 No 0405.2.1 0405.2,1,1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; 0405.13 0408.1,1 C408.1.2 0408.1.4.2 C103.6 Commissioning requirements in construe ion documents Indicate whether occupancy sensor controls are configured to be manual -ori, automatic 50% -on, or servo a space eligible for automatic I 00% -on per exception NA C405.2.1.2 Occupancy sensor controls • warehouses Indicate aisteways end open areas In warehouse spaces provided with occupancy sensor centres that reduce lighting power by 50% Yea 04052 2,1 Automatic time switch controls Indicate locations a1 override swltchoa on plans and the lighting zones) servad,Include area sq. ft. E1.2 YES 04052.6 Digital timer switch Indicate digital tirner switch control includes: manual on/otl, time delay, audible and visual indication of impending time-out E1,2 NA C405.2.4.2 0405.2.4.3 Daylight zones • Sidelight and lopllpht Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; Indicate toplight daylight zone areas on plans, include sq. It.; For small vertical fenestration assemblies (rough opening loss than 10 percent ol primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) NA 0405,2,4 Daylight responsive controls Indicate on pians lighting zones) served by daylight responsive controls; Identify sidelight and topfight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; indicate on plans the lighting load rodlction method - continuous dimming, or stepped dime, ng that provides at least Iwo even steps between 0%-100% of rated power. Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone NA 0405,2.5 Additional Controls - Specific application fighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section 0405.2$ - teams 132 Display and accent dghi ng ispace: indicate on plans that display and accent lighting, and display case fighting are controlled independ silly both generalNA area lighting arid other lighting applications within the same indicate manual and automatic lig/ging control method .,u ,3 Lighting,;MQtoi" ;ant~i EI h 2015 Was ngton Stale ,t trio Pe rinit'Clikli`"t" P C al s ; 5 over 3 gt+xfeo LTG -CHK. and all ti 1 F evised .2017 Cinnabon 2800 Souti center mall - Tukwila. WA IDme 1/9/2018 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 I Documents Butane Department Notes MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION NA 6405.6 Electrical transformers Include electrical transformer schedule on electrical plans; indicate transformer size, efciency, or exception taken NA 0405.7 ilwelhng unit electrical energy consumption indicate on electrical plans that each dwelling unit in Group R-2 has. a separate electrical energy meter NA C405.6 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 0405.9.1 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 elm for elevator cab ventilation fans do not exceed 0.33 watts per elm; Indicate automatic controls that do -on e-gize lighting and ventilation fans when elevator is stopped and unoccupied for e period of 15 minutes or more NA 0405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA 0405.9.3 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 0408.3 Scope of electrical power and lighting systema 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 apecific functions are required to be commis♦ironed; Where total building lighting load is a 2) kW, or where total lighting load of lurnlnaires requiring daylight sensing and / or occupancy control a 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 0405.13 0408.1,1 C408.1.2 0408.1.4.2 C103.6 Commissioning requirements in construe ion documents Indicate Cx requirements In plans and specitcations for all applicable electrical and lighting coned systems per C406; Include general summary with at minimum Items 1 thru 4 of the Captain per 0406.1.2 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 01 Interest plan (if required); include in general summary that a Cx project report or Compsance Checklist (Figtre 0408.1.4.2) shalt be completed by the Cenitiod Cx Professional and provided to the owner prior to the final electrical inspection NA 0408.3.1 Functional performance testing criteria Identify in plane and specifications the ntended operation of all equipment and controls &luring of modes of operation, including interfacing between new and existing -to -remain systems PROJECT CLOSE OUT DOCUMENTATION NA 0103.6.3 Project close out documentation requirements Indicate in plans that project close out doaxnontabon is required including WSEC lighting compliance torts and calculations that document all interior end exterior lighting area and / or surface types, lighting power allowances and installed densities If "no" is selected for alt lsEon, provide explanation: SEPARATE= PPRP 'IT AND APPROVAL REQUIRED BRUCE M. CARLSON architecture + planning + interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON T N AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: TROY H U FFER thuffer@cmarch.com CONSULTANTS: EMANUELSON-PODAS, INC. 7705 E. BUSH LAKE RD. EDINA, MN 55439 PHONE: (952) 930-0050 SEAL: MATTHEW W. FULTS SIGNATURE 11-15-2016 DATE ISSUED 45451 REG. NO. WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE #528 IN-LINE STORE DESIGN SHEET TITLE: WASHINGTON STATE COMPLIANCE FORMS REVISIONS: NO: DATE: BY: 11.15.2017 PERMIT SET 01.09.2018 PERMIT RECHECK RECEIVED :tTY OF TLJKWiL/a JAN 2 `f 2018 PERMIT CENTER PROJECT NO: 3588.0097 DRAWN BY: KO E1 .5 COPiRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2017