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Home My WebLink AboutPermit D16-0345 - BUILD A BEAR - TENANT IMPROVEMENTBUILD A BEAR 656 SOUTHCENTER MALL D16-0345 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: D16-0345 656 SOUTHCENTER MALL Issue Date: 2/8/2017 Permit Expires On: 8/7/2017 Project Name: BUILD A BEAR Owner: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, CA, 92013 Contact Person: Name: JOHN RANOUS Address: 3725 VINTON AVE #8 , LOS ANGELES, CA, 90034 Contractor: Name: PREMIER BUILDERS Address: 110 27TH AVE NW , GIG HARBOR, WA, 98335 License No: PREMIB*055KK Lender: Name: BUILD A BEAR Address: 1954 INNERBELT BUS CTR DR , ST LOUIS, MO, 63114 Phone: (310) 876-1141 Phone: (253) 858-9114 Expiration Date: 9/24/2017 DESCRIPTION OF WORK: TI - MOVING INTO PREVIOUSLY OCCUPIED SPACE. CEILING,FLOORING, TILE, NEW STOREFRONT, FIXTURES, ELECTRICAL AND MECHANICAL. NEW HOSE BIB IS EXTENT OF PLUMBING Project Valuation: $103,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $2,617.58 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Volumes: Cut: 0 Fill: 0 Number: 0 GOA Date: d I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit . . = e to the conditions attached to this permit. Signature: Print Name: Date: `2 ' 15-V7 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: 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) 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) 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: 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) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 12: 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) 10: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 9: 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). 13: 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. 14: 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) 15: 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) 16: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 17: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 18: Post address on storefront per approved Westfield standards. 11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 21: ***BUILDING PERMIT CONDITIONS*** 22: 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. 23: 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. 24: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 25: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 26: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 27: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 28: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 29: 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. 30: ***BUILDING PERMIT CONDITIONS*** 31: 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. 32: 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. 33: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 34: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 35: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 36: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 37: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: 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. 40: 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). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: 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. 43: 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** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. !JI Project No. Date Application Accepted: l" °I Date Application Expires: 1 (For o jIce use onl 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: W5V 2$9>�Southcenter mall King Co Assessor's Tax No.: Tenant Name: Build A Bear Suite Number: PROPERTY OWNER Name: John Ranous Name: Westfield Address: 3725 Vinton ave #8 Address: 225 E. Washington. Street City: los angeles State: ca City: Indianapolis State: In Zip: 46204 CONTACT PERSON — person receiving all project communication Name: John Ranous Architect Name: Kraig Rollins Address: 3725 Vinton ave #8 City: St. Louis State: Mo Zip: 63132 City: los angeles State: ca Zip: 90034 Phone: (310) 876-1141 Fax: (310) 876-0149 Email: john@nationwideperinits.com State: GENERAL CONTRACTOR INFORMATION Company Name: TBD Architect Name: Kraig Rollins Address: 1155 Olivette Executive Prkwy Ste 100 City: St. Louis State: Mo Zip: 63132 Address: Email: john@nationwideperinits.com City: Lenexa State: KS City: State: 876-0149 Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H: Wpphcations\Ponns.Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Floor: New Tenant: m Yes No ARCHITECT OF RECORD Company Name: Epoch Design Architect Name: Kraig Rollins Address: 1155 Olivette Executive Prkwy Ste 100 City: St. Louis State: Mo Zip: 63132 Phone: (314) 721-1340 Fax: (310) 876-0149 Email: john@nationwideperinits.com ENGINEER OF RECORD Name: Build A Bear Company Name: Randall Nelson. City: St. Louis State: MO Zip: 63114 Engineer Name: tl rt Address: 14817 W. 95th street City: Lenexa State: KS Zip: 66215 Phone: (913) 322-5150 Fax: (310) 876-0149 Email: jolm@nationwidepermits.com LENDER/BOND ISSUED (required for projects 55,000 or greater per RCW 19.27.095) Name: Build A Bear Address: 1954 Innerbelt bus ctr dr. City: St. Louis State: MO Zip: 63114 Page 1 of 4 BUILDING PERMIT INFORMATION = 206-431-3670 Valuation of Project (contractor's bid price): $ 103,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Retail Tenant fitup. New Build A Bear location moving into previously occupied space that was also retail. Ceiling, flooring, tile, new storefront, fixtures, some electrical and mechanical work. New hose bib is extent of plumbing 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? 0 Yes ® No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: WI Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Z 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: AppGaltions\Forms-Application On Line\2011 Applications \Re mit Application Revised - 8-9-1 I.docx Revised: August 2011 bb Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 3,062 3,062 2b M 2' Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ® No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: WI Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Z 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: AppGaltions\Forms-Application On Line\2011 Applications \Re mit Application Revised - 8-9-1 I.docx Revised: August 2011 bb Page 2 of 4 6 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Interior TI at the mall. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila 0 ...Water Availability Provided 0...Water-Districf#125 -' Sewer District m ...Tukwila ❑...Valley View O ...Sewer Use Certificate 0...Sewer Availability Provided ❑ -: Higlhlirre -- Renton ❑ .. Ren ton ❑ .. Seattle Septic System: O On-site Septic System - For on-site septic system; provide 2 copies'of a current septic design approved by King County Health Department. Submitted with Application.(mark boxes which apply):.... ❑ ...Civil Plans (Maximum Paper Size — 22" x 34")... ❑ ...Technical Information Report (Storm Drainage) O ...Bond ❑ .. Insurance 0 .. Easement(s) ..0..,Geotechnical Report ❑ ..:.Maintenance Agreement(s) ❑ ...Traffic Impact Analysis _ _ .. ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed ctnihes 'marboxes that apply): ' ❑ ...Right-of-way Use - Nonprofit for Tess than 72 hours - • -❑ -: Right-of-way Use - Profit for Tess than 72 hours ❑ ...Right-of-way Use - No Disturbance -- • - •• •• ..;Right-of-way Use — Potential Disturbance ❑ ...Construction/Exeavation/Fill - Right-of-way 0•••Non Right-of-way. •❑ ❑. ..Total Cut cubic yards arts ❑ ...Total Fill cubic _yards ❑ ...Sanitary Side Server ❑ ...Cap or RemoveUtilities 0 ...Frontage Improvements -❑ -..Traffic Control ❑ --.Backflow Prevention - Fire Protection Irrigation ❑ -:.Work in Flood Zone ❑..,.Storm Drainage Abandon Septie Tank .CurbCut Pavement Cut Looped Fire Line Domestic Water O ...Permanent Water Meter Size... ❑ -..Temporary Water Meter Size .. .0 ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ...Water Main Extension Public .❑. 0 0 .. Grease Interceptor ❑ -. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding - WO.#- .. WO.#. WO #, . ❑...Deduct Water Meter Size Private. 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Nance: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bb 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 A Signature: IZED AGE Date: 12/16/2016 Print Name: JOl sous Day Telephone: (310) 876-1141 Mailing Address: 3725 Vinton Ave #8 HAApplications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Los Angeles Ca 90034 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,618.46 D16-0345 Address: 656 SOUTHCENTER MALI Apn: 9202470010 $1,618.46 DEVELOPMENT $1,541.60 PERMIT FEE R000.322.100.00.00 0.00 $1,537.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $76.86 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R10774 0.00 $76.86 $1,618.46 Date Paid: Wednesday, February 08, 2017 Paid By: PREMIER BUILDERS Pay Method: CHECK 13251 Printed: Wednesday, February 08, 2017 1:14 PM 1 of 1 CRSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,169.86 D16-0345 Address: 656 SOUTHCENTER MALL Apn: 9202470010 $999.12 DEVELOPMENT $999.12 PLAN CHECK FEE R000.345.830.00.00 0.00 $999.12 EL16-1165 Address: 656 SOUTHCENTER MALL Apn: 9202470010 $103.35 ELECTRICAL $103.35 PLAN CHECK FEE R000.345.832.00.00 0.00 $103.35 M16-0188 Address: 656 SOUTHCENTER MALL Apn: 9202470010 $67.39 MECHANICAL $67.39 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10067 R000.322.102.00.00 0.00 $67.39 $1,169.86 Date Paid: Monday, December 19, 2016 Paid By: MARY ANN PERRY Pay Method: CHECK 4225 Printed: Monday, December 19, 2016 3:41 PM 1 of 1 1177111SYSTEMS INSPECTION RECORD ie Retain a copy with permit IN S,'ft1 ON 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 Prq ct: ( 4 RL- Take of Inspection: & I t1, r& iAL Address: 6C& Sun -WW1 -EV MAU-L Date Called: Special Instructions: Date Wanted: 74 9 � ` a. Cell Requester: Phone No: Z&3 S ‘996 Approved per applicable codes. �J Corrections required prior to approval. COMMENTS: inspector: 4414, 4 Date: Ifk/? 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 INSPN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b>4 --031/5- c%\3 Project: 001--D A- BOA Type of Inspection: .f'r / X/ /cls►&- Address: 6.5-49 Wu7, J 'R MALL Date Called: Special Instructions: Date Wanted:m. —17-17 p.m. Requester: Phone No: '253- 3- 6890 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd_, #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit l� CJ3))N PERMIT NO. DIVISION (206) 431-3670 Pro ect: it1PC.b A Type of Inspection: 6 V/46— Address: S -o Safnf ai e Mai_ Date Called: Special Instructions: Date Wanted: ii ah 7 Ci. mom, p,.n. Requester: e iCI-I Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. tomINSPECTION RECORD Retain a copy with permit CTION NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P�r//oject: 17t�.((c 4 kr Type f Inspection: ‘ J pe . Get (ii, Af dress:Date 'i (fir . a ( I Calle 4a SO +>rt- Special Instructions: Date Wanted: l I // 7 Requessttyyer:Ss { it1cc-/Al.,t ` fr(f, ecce Phone No: 2 3—J 3-6 4 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: e-. f piie << t ( &is q uce ( t -a cJ ppro 19rr Inspector: Date: 3 _3 , - 17 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 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: ) I Lb A p ,� ✓"f Yom. Type of Inspection:: LAn4 AiJb 6/Kcipil Address: Z56 Sctit1ke-Afr J1,L Date Called: Special Instructions: Date Way 3//7cRequest a.m. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: P/A "ba146t4-6, /Lott w4a._ &c., --CZ Inspector: A�A Date: 3A3/17 f3 e7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS'ECTION 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 bib- -6 3 1,1S`, Project: )t.h. A R6412 Type Inspection: PAIillAJG- Address: �7 critie%tJTE MW Date Called: Instructions: Date Wante 3 /.21/ 7Special a.m. Request : Phone No: ECApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:Arth.1 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1)/6_- 0316' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: gvlt A floIZ Typepection: i 111)& Address: 6 oarliCeAial c *1/4U_ Date Called: Special Instructions: Date Wanted: `3 / "7p.m. Requester,. Phone No: 0 Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: .‘11.4/Ako- &AC -4 Inspector:A a Date: 3 I 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 444 Andover Park East Tukwila, Wa. 98188 206-575-4407 Project: 'f -� G.•� I"1—A - 3ey `i` Type of Inspection: F1 F►+�u 15 Address: /,5,-)-) Suite #: ! ( (t Contact Person: Special Instructions: Monitor: (,-„c, ..,,11 C, ,- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i i h G 1 S CA ✓J et)kirt-o'l / Needs Shift Inspection: `i` Sprinklers: `f' Fire Alarm: Y Hood & Duct: A) Monitor: (,-„c, ..,,11 C, ,- Pre -Fire: Permits: Occupancy Type: /t/ Inspector: ,ice S I I Date: ,_ ) 1 1 _ ; ) Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7_` --OZO PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project-- 01),_f./ //- �"� /7iYL - Type of Inspection: -P%�1r- Address: (.0S ' Suite #:— - L` tl,Wii-(/ Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 6f -Al- fes% 7 4 4/rGc,..-1 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:-- j i--- Date: 03// 7 Hrs.: /. 6. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 70 id A- kne-_____ Type of Inspection: _10 -1(6 -7 -g - Fire Alarm: Address: Person: //�� -Contact Suite #: SG/OMI�t Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S—A--- Date: 3h 5' q- 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 Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Project Info Build -A -Bear, Southcenter Mall D{% `�ty9'6 Compliance forms do not Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. Fc jiP.g e rtrt5giif`Usye v— �V�Ujtt OMP(„IANCE require a password to Company Name: APPROVED use. Instructional and Company Address: 14817 W. 95th Street CES r��y calculating cells are write - Applicant Name: Randall A. Nelson, P.E. O FEB 7 2011 protected. Applicant Phone: 913-322-5150 • Applicant Email: randynelson@acertusgroup:com nity Tukwila Project Description ❑ New Building ❑ Addition Include PROJ-SUM form (included in envelope forms workbook) -I Alterati [►f UILDINGEDIVige with lighting comp) is orms. Building Additions Compliance Method Interior lighting Exterior lighting Refer Section C502.2.6 for Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ ❑ to additional requirements. Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ FILE Addition is combined with existing: For interior lighting projects, include new + existing interior lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting Tradable and Proposed Non -Tradable Lighting Wattage tables fixture wattage fixture wattage in LTG -EXT form. in Proposed Lighting in Proposed Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50% or more of existing are replaced ❑ ❑ Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit If includes a Less than 50% of existing are replaced ❑ ❑ ❑ project. project combination of spaces where less than 50% of the existing fixtures are replaced Lamp and/or ballast replacement only - existing total wattage not increased ❑ ❑ ❑ in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. requirements. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be commissipgP„dpeFiVED 11'tttt�LCC�� vV New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) ❑ ❑ CITY OF TUKWILA New or moved lighting panel ❑ ❑ ❑ JAN3 1 2017 Interior space is reconfigured - luminaires unchanged or relocated only ❑ ��1(1+ ��1 T PERMIT CENTER ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. New wiring or circuit - For interior light ng, provide required manual controls per C405 2 3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use ❑ Existing comply Identify interior inCyllylLiQrkTc interior lighting systems in areas under -going a change in space use are upgraded to with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). spaces requiring LPDupgrade to the current Code in Proposed Lighting Wattage table JiiACE form. Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Build -A -Bear, Southcenter Mall Date 1/30/2017 Interior Lighting System Description The space is being updated with new Iightiing throughout. The lighting is all LED type and the general lighting within the space is dimmable. Interior Lighting Power Allowance Method ❑ Building Area Method ' Space -by -space Method Select method used in project. Interior Lighting Controls -/ All C405.2.1 - C405.2.8 Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Q C406.3 High Efficacy Lighting 0 Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Build -A -Bear, Southcenter Mall Date 1/30/2017 Calculation Area NOTE 9 0 0 Addition - Q Addition stand alone + existing O Spaces where < 50% of O Spaces where . 50% of Q luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type ® Standard Q Additional Efficiency Package Option Q C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage ' 1 18 Location (plan #, room #) Space Type Height"' 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Sales Floor Sales area 9 21'05 1.270 2673 Back of House Storage room 9 623 0. 500 312 Corridor Corridor: all other 9 220 0. 530 117 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 2948 LTG -INT -DISPLAY Allowed Watts Allowance from 1763 4865 Proposed Lighting Wattage "In" Location (plan #, room #) Fixture Description NOTE 4, 5, s Number of Fixtures Watts/ Fixture NOTE r Watts Proposed Sales Floor A/AE -2x4 LED General Lighting Fixtures 18 48 864 Sales Floor G/GE - LED Downlight 5 17 85 Back of House I - 4' LED Strip Fixture 13 42 546 Proposed Retail Display Lighting Trom LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1900 3395 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Build -A -Bear, Southcenter Mall Date 1/30/2017 General Note - In Sales areas, an increase in lighting power allowance is permitted for lighting installed specifically for the purpose of highlighting merchandise. Only Sales areas illuminated with eligible merchanise display lighting may be included in the Gross Interior Area under each Retail category. This lighting power allowance is the Maximum Retail Display Allowance OR the Total Retail Proposed Display Watts, whichever is less. Proposed retail display lighting wattage that exceeds this allowance is applied to general area lighting. Maximum Allowed Retail Display Lighting Wattage For Building Department Use Location (plan #, room #) Retail Sales Area Type NOTE 1 Gross Interior Area in ft2 Allowed Watts NOTE 2 per ft2 Watts Allowed (watts/ft2 x area) Sales Floor Retail 1: All unclassified retail display 2105 0.60 1263 F -Accent Downlight 11 20 220 Total Retail With Display Area Maximum 2105 Total Watts Base Allowance Allowance NOTE s 1263 Retail Display Lighting Retail Display 500 1763 Proposed Retail Display Lighting Wattage NOTE 4 Retail Area Location (plan #, room #) Fixture Description NOTE 5 Number of - Fixtures Watts per Fixture NOTE 6 Watts Proposed Retail 1 Sales Floor C1 - Track Light 28 60 1680 Retail 1 Sales Floor F -Accent Downlight 11 20 220 Total Retail Proposed Display Watts NOTE 7 1900 RETAIL DISPLAY WATTAGE ALLOWANCE - PER LPA Proposed Retail Display Lighting Totals from LTG -INT -DISPLAY Retail Display Power Allowance NOTE 8 1763 Retail 1 Retail 2 Retail 3 Retail 4 1900 Note 1 - Select retail sales areas from drop down menu. Only retail sales areas that comply with. C405.4.2.2.1 may be entered in this table. Note 2 - Retail display lighting power allowances per C405.4.2.2.1, Equation 4-11. Note 3 - Maximum retail display wattage allowance as calculated per C405.4.2.2.1, Equation 4-11. Note 4 - Only separately controlled retail display fixtures that are independent of general area lighting per C405.4.2.2.1 may be entered in this table. Note 5 - For proposed Fixture Description, list ALL proposed display lighting fixtures. Indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 6 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaries with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 7 - Total Retail Proposed Display Watts is automatically entered into the Proposed Fixture Wattage table in LTG -INT -SPACE. Note 8 - Retail display lighting power allowance is the lesser of the Maximum Retail Display Allowance OR the Total Retail Proposed Display Watts. Retail display wattage allowance is automatically entered in the Maximum Allowed Lighting Wattage table in LTG -INT -SPACE. Note 9 - Enter a unique title for each lobby area in project that has art/exhibit display lighting. Note 10 - Lobby art and exhibit display wattage allowance per Table C405.4.2(2), Footnote c = 0.5 W/ft2. Note 11 - Proposed display lighting totals for each lobby area per information entered into Proposed Lobby Art/Display Lighting Wattage table. Note 12 - Only separately controlled display fixtures installed in lobbies for the purpose of highlighting art and exhibits, that are independent of general area lighting, may be entered in this table. Note 13 - Lobby Art/Exhibit Display Allowance is automatically entered in LTG -INT -SPACE. Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July2016 Project Title: Build -A -Bear, Southcenter Mall Date 1/30/2017 General Note - In Lobby areas, an additional wattage allowance is permitted for lighting installed specifically for the purpose of highlighting art and exhibits. Only Lobby areas with eligible display lighting may use this additional allowance. Proposed display lighting for each Lobby area may not exceed this allowance. Maximum Allowed Lobby Art/Exhibit Display Lighting Wattage For Building Department Use Lobby Area NOTE 9 Lobby Description including (plan # & room #) Gross Interior Area in ft2 Maximum Display Watts Allowed Per Area NOTE 10 Proposed Display Lighting Total Per Area NOTE 11 Total Lobby with Display Area Total Lobby Art/Exhibit Display Allowance NOTE 13 Proposed Lobby Art/Exhibit Display Lighting Wattage NOTE 12 Lobby Area Location (plan #, room #) Fixture Description NOTE Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Total Lobby Art/Exhibit Proposed Display Watts Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Build-A-Bear, Southcenter Mall Date 1/30/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters 0405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specifice application it serves C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls 0405.2.2 Method of automatic Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; shut-off control Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies Indicate on plans the spaces served by occupancy sensors; C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate whether occupancy sensor controls are configured to be manual-on, automatic 50%-on, or serve a space eligible for automatic 100%-on per exception C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% 0405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used 0405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; 0405.2.4.2 Daylight zones - Indicate toplight daylight zone areas on plans, include sq. ft.; C405.2.4.3 Sidelight and toplight For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) Indicate on plans lighting zone(s) served by daylight responsive controls; 0405.2.4 Daylight responsive Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; controls Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two 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 C405.2.5 Additional controls Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section 0405.2.5 - Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Build -A -Bear, Southcenter Mall Date 1/30/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes C405.2.5 Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room C405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under -shelf or under -cabinet lighting C405.2.5 - Item 5 Lighting for non- visual applications Indicate on plans eligible non -visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control C405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; Provide calculation of lighting power density of total egress lighting; . If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; Indicate method of automatic shut-off control C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building fagade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For all other exierior 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 C405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.5.2 C405.2.5 Area controls - Master control switches and circuit power limit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% C406.4 Enhanced digital lighting controls 9 9 To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) C405.13 C408.3 Lighting system functional testing If claiming lighting system commissioning exemption provide supporting calculation; Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response Lighting, Motor,. and; Electrical Permit Checklist, Pg. 3 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: Build-A-Bear, Southcenter Mall Date 1/30/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY C405.4.1 C405.4.1 C405.4.2 Total connected interior lighting g g power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) C405.1 Lighting in dwelling units lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in 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). Lighting Power Calculation - Indicate compliance path taken C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans C405.4.2.2 Space-By-Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space-By-Space Method EXTERIOR LIGHTING POWER & EFFICACY C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Lighting Motor and Electrical Permit Checklist, Pg. 4 LTG -CHK Revised August 2016 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Project Title: Build -A -Bear, Southcenter Mall Date 1/30/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS & TRANSFORMERS C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter C405.8 Electric motor efficiency Include all motors,including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoocupied for a period of 15 minutes or more C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA 844; automatic controls are configured to reduce operational speed to the minimum permitted when not in use C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive C405.10 Controlled receptacles Identify all controlled and uncontrolled receptables on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time -of -day control If "no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist January 11, 2017 City of Tukwila Department of Community Development JOHN RANOUS 3725 VINTON AVE #8 LOS ANGELES, CA 90034 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0345 BUILD A BEAR - 656 SOUTHCENTER MALL Dear JOHN RANOUS, 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: KC ELLIS at 206-431-3677 if you have questions regarding these comments. • Complete and return a NREC lighting summary. 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. If you have any questions, I can be reached at (206)433-7165. Sincerely, 'JP Rachelle Ripley Permit Technician File No. D] 6-0345 630n.cnuthrontvr RnuIpwira.c,itp *inn • Tiikwiln Wnchinotnn OR1RR • Phntio WIF,_d31_3F7n • F.,, -')11f_/1 1 aKA•c 'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0345 DATE: 02/02/17 PROJECT NAME: BUILD A BEAR SITE ADDRESS: 656 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Al AM Building Division Public Works Fire Prevention Structural El Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 02/02/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 03/02/17 Approved with Conditions n Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Mit als: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0345 DATE: 12/20/16 PROJECT NAME: BUILD A BEAR SITE ADDRESS: 656 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: GOV* I Building Division ' ITi( t3/Ar- 9-40t0 Public Works Fire Prevention Structural t,t* Nik Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 12/20/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/17/17 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: ' I I1 Departments issued corrections: Bldg i Fire 0 Ping 0 PW 0 Staff Initials: 1" 12/18/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. l 3J i 7 Plan Check/Permit Number: ❑ Response to Incomplete Letter # 0 Response to Correction Letter # / ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: 8J/ , &4v 5,94 ,x71 -e, n / eehobi Phone Number: c-73 327 5S-' Summary of Reviission: / i,, / j 9 it 0-'31),4 /1) /'� u. �e e 4, 74-, !' ✓7e , fs e I /1 P r# �evi C' 2a/ Lt/,4 � y 4f Ort se4 ftb 5 le 4e Hole I/mi— 51e 9/ else e 4S' so 11 -may ‘4,7 6JovI ise RECEIVED CITY OF TUKWILA JAN 312017 Sheet Number(s): 5'/ "Cloud" or highlight all areas of revision including d Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:U'ermit Center\ Templates\FOrms\Revision Submittal Form.doc Revised: August 2015 7b1/1) Nin CENTER PREMIER BUILDERS Home Espanol Contact Safety & Health Claims & Insurance •" Washington State Department of A Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing PREMIER BUILDERS Owner or tradesperson MOLLICONE, RICHARD Principals MOLLICONE, RICHARD, OWNER WA UBI No. 601 629 338 110 27TH AVE NW GIG HARBOR, WA 98335 253-858-9114 PIERCE County Business type Individual 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. PREMIB*055KK Effective — expiration 05/12/1995— 09/24/2017 Bond AMERICAN STATES INS CO Bond account no. 6374878 $12,000.00 Received by L&I Effective date 09/12/2005 09/09/2005 Expiration date Until Canceled Insurance .............................. Developers Surety & Indem Co Policy no. BIS0002626601 $2,000,000.00 Received by L&I Effective date 09/14/2016 09/12/2016 Expiration date 09/12/2017 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, ut some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=6016293 3 8&LIC=PREMIB * 05 5KK&SAW= 2/8/2017 PREMIER BUILDERS IWorkers' comp No active workers' comp accounts during the previous 6 year period. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. 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=601629338&LIC=PREMIB*055KK&SAW= 2/8/2017 EATTLE, A UTH E TER ALL SEi!An l i„ is 'i�'Jfi f' ECIUiF E ! FOR: 48chanical Iectricai lumbing jillrGas Piping Citj of Tukwila BUILDING a DIVISION REVISIONS No changes shall be match to the scope of work without prior approval of Tu'twila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. J FILE COPY Permit No. Plan review ap Prov i is subject to errors and omissions. Approval of construction documents does not autlho: i:e the violation of any adopted code or ordinance. Rccc!pt of approved Field and conditi ns is acknotiv! c d: By: Date: City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 192016 PERMIT CENTER U 0 ra..4N n' 0 rt "tt. M M O CM 01 N N ‘t M M Z —' O� L� a 1- M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Sheet p Lenexa, Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT'S THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT 15 NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT I5 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS•BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, I1S CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROTECT. PROF 10 Jc L SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 D FOR CODE COMPLIANCE APPROVED 1"Ct 07 2011 City of Tukwila BUILDING DIVISION No.L Revision Description Date SHEET TITLE: COVER SHEET PROJECT NO.: 16283 SHEET NUMBER: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS. ALL CONTRACTORS SHALL OBTAIN A COPY FROM LANDLORD'S TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCE, THE STRICTEST INTERPRETATION SHALL APPLY. 2. TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMMENCEMENT OF TENANT'S CONSTRUCTION. ANY VARIANCES BETWEEN THESE APPROVED PLANS, LANDLORD PROVIDED LOD AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. 3. TENANT GC REQUIRED TO CONDUCT A PRECONSTRUCTION MEETING AT A MINIMUM 3 DAYS PRIOR TO START OF CONSTRUCTION WITH DUSTIN JACKSON, FACILITIES MANAGER (du)ackson@westfield.com / 206.802.6044) AND ABIDE BY ALL CURRENT "TENANT CONTRACTOR SAFETY STANDARDS" AND "TENANT CONSTRUCTION MANUAL" AS ISSUED BY THE LOCAL CENTER MANAGEMENT TEAM. 4. BARRICADE GRAPHICS REQUIRED TO BE INSTALLED WITHIN 48 HOURS OF BARRICADE INSTALLATION. GRAPHICS MUST BE APPROVED BY MARKETING COORDINATOR, SARAH MCELROY (swright@westfield.com / 206.246.0423). 5. TENANT GC REQUIRED TO PROVIDE ONE FINAL SET OF DRAWINGS CONTAINING ALL COMMENTS INCLUDING WESTFIELD, CITY AND TENANT AS WELL AS WESTFIELD TC APPROVAL STAMP AND CITY PERMIT STAMP AT PRECONSTRUCTION MEETING AND MAINTAINED AT WORK SITE AT ALL TIMES. 6. TENANT MUST MAINTAIN ACCESS, AS REQ'D, TO ALL UTILITY SYSTEMS SERVING THE BASE BUILDING OR ADJACENT TENANTS. 7. ALL REUSED ITEMS/FINISHES MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD REQUIRED. 8. NO ADDITIONAL SIGNAGE, GRAPHICS OR MERCHANDISE FIXTURES ARE PERMITTED TO BE AFFIXED TO OR ON THE APPROVED DESIGN, DISPLAYED OUTSIDE OF THE PREMISES OR PLACED WITHIN OR ON TOP OF COUNTERS AND SNEEZE GUARDS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDLORD. ALL LANDLORD APPROVED SIGNAGE, PROMOTIONAL OR OTHERWISE, SHALL BE PROFESSIONALLY PRINTED AND MOUNTED. 9. TENANT MUST INSTALL ADDRESSES ON STOREFRONT PER TUKWILA FIRE DEPARTMENT. ADDRESS TO BE 4" TALL IN WHITE VINYL AND 1/2" WIDE FONT. BOTTOM OF NUMBERS TO BE 18" AFF AND LOCATED ON LOWER RIGHT OR LEFT OF STOREFRONT. VERIFY ACTUAL LOCATION WITH WESTFIELD TC. 10. WESTFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN, IF APPLICABLE. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN. 11. TENANT REQUIRED TO PROVIDE WESTFIELD AS -BUILT SET IN AUTOCAD AND PDF UPON COMPLETION OF WORK. 12. TENANT GC REQUIRED TO CONDUCT PUNCH WALK WITH WESTFIELD TC OR APPROVED WESTFIELD PERSONNEL AND GENERATE PUNCH LIST WITHIN 5 BUSINESS DAYS OF THE WALK. UPON APPROVAL OF PUNCH LIST BY WESTFIELD TC, GC SHALL ADDRESS ALL ITEMS ON THE PUNCH LIST WITHIN 30 DAYS. 1. TENANT SHALL ENSURE THAT ENTIRE STOREFRONT IS BEHIND THE LEASE LINE. COORDINATE FIELD CONDITIONS WITH WESTFIELD ONSITE TC - SNAP LEASE LINES WITH TT GC AND WESTFIELD TC PRESENT. 2. CUT SHEETS OF ALL FIXTURES/LIGHTING/DISPLAY ELEMENTS IN SALES AREA MUST BE SUBMITTED TO WESTFIELD FOR APPROVAL. 3. SIGNAGE, GRAPHICS AND VIDEO CONTENT (IF APPLICABLE) TO BE SUBMITTED FOR WESTFIELD REVIEW AND APPROVAL. 4. ALL REUSED ITEMS/FINISHES MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD REQUIRED. 5. TENANT TO EXTEND LANDLORD MALL FLOORING FINISHES TO NEW STOREFRONT IN ANY/ALL AREAS WHERE NEW STOREFRONT IS RECESSED BEHIND LEASE LINE. TENANT TO EXTEND LANDLORD MALL FLOORING FINISHES TO DOOR CLOSURE LINE. TENANT TO REPAIR MALL FINISHES (FLOORING) TO AS -NEW CONDITION, REPLACE AS NEEDED. COORDINATE WITH ONSITE MALL FACILITIES MANAGER. IN THE EVENT MALL IS OUT OF SPECIFIC BORDER TILE, TENANT SHALL INSTALL NEW TILE ACROSS EXTENT OF STOREFRONT PURCHASED FROM MALL MANAGEMENT. 6. ANY AND ALL WORK IS TENANT'S AT TENANT'S EXPENSE. IF NOT EXISTING, TENANT TO PROVIDE AT TENANT'S EXPENSE. WESTFIELD RESPONSIBLE FOR NO WORK AND NO EXPENSE. 7. WESTFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN. 8. ALL FLOOR TRANSITIONS IN SALES AREA TO BE RECESSED METAL. 9. ALL MATERIALS SHOULD BE RATED FOR HEAVY COMMERCIAL USE. 10. RECTANGULAR MODULE OR MINIMUM 24" X 24" SQUARE MODULE FOR TILE IN SALES AREA. 11. SALES FLOOR TO BE WOOD OR OTHER DURABLE MATERIAL. 12. ALL VISIBLE SPRINKLERS FROM THE MALL OR SALES FLOOR MUST BE RECESSED AND CONCEALED WITH COVERS SHOP PAINTED TO MATCH ADJACENT SURFACE OR SURROUNDING AREA. 13. SPEAKERS / SECURITY CAMERAS MUST BE RECESSED AND NOT SURFACE MOUNTED, IF APPLICABLE. 14. ALL TVS AND MONITORS MUST BE RECESSED INTO WALL OR BE FRAMED OUT WITH ONLY SCREEN VISIBLE - NO VISIBLE CORDS. 15. ALL POWER MUST BE TRENCHED - NO POWER POLES OR EXPOSED WIRING. 16. ALL EMERGENCY AND EXIT LIGHTING IN SALES AREA MUST HAVE RECESSED BASE - NOT SURFACE MOUNTED. 17. INDICATE ALL ITEMS MOUNTED ON/IN CEILING IN DRAWINGS. 18. IF APPLICABLE, LL REQUIRES FULLY CONCEALED SECURITY OR THEFT DETERRENT SYSTEM. 19. IF APPLICABLE, ANY PEOPLE COUNTER SYSTEM TO BE CONCEALED FROM VIEW. 20. NO SURFACE MOUNTED TRACK LIGHTING IN SALES AREA - MUST BE RECESSED LIGHTING OR TRACKS RECESSED INTO COVE. x „Z-,1£ 'SS32103 d0 HIVd r i S TSFR. E.P E.P rii 441.P.* .0'. 44" MIN. CLEAR ACCESSIBLE ROUTE TO RIGHT OF WAY PROVIDE A 1 FOOT CANDLE MIN. AT ANY POINT OF 0.1 FOOT CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL AN /. .45E1',7•55• .__ _ __ -ii _-_ _______ li-;sir 3_i -:;i 3' •••1111. olOndi MEMO 01111110 F.E. \ L., PATH OF EGRESS: 49'-8" LANDLORD COMMENT: TENANT MUST HAVE AT LEAST ONE 44" MINIMUM WIDTH PATH OF EGRESS FROM STOREFRONT TO BACK CORRIDOR. ALL OTHER PATHWAYS MUST BE 36" WIDE (MINIMUM). / / / / // / /-/ / // 1 • •••."•��_ PATH OF EGRESS: 80'-6" EQ. 11111 • • • • • • • rr 1 • E. PATH OF EGRESS: 47'-5" 0 EQ. dMIONN,` • 3' 111 1111111111111111111111111111111111111111111111111111111111111 11111111111111 I=MEgOHINEEEEEI 1%z..4kk a, ".l¢iY¢¢iI.UL`.[ t.1/4 ¢ �� SALES FLOOR AREA: STOCK ROOM/TOILET AREA: TOTAL GROSS FLOOR AREA: TOTAL LEASE AREA AREA CALCULATIONS: 1,832 S.F. 1,027 S.F. 2,859 S.F. 3,062 S.F. OCCUPANT FACTOR: 60 S.F./OCCUPANT 300 S.F./OCCUPANT OCCUPANT LOAD: 31 4 35 LANDLORD GENERAL COMMENTS LANDLORD DESIGN NOTES LIFE SAFETY PLAN 1/8" = 11-0" A.F.F. A.P. AC. AC.T. ADJ. A/C ALT. ALUM. A.B. APPROX. APVD. ARCH. BLK. BLKG. BD. BTTM. CSWK. CEM. CLG. CLG. HT. CHNL. CLR. CLO. COL. CONC. C.M.U. CONST. C.J. COORD. CORR. C.S. CTR. C.T. DET. DIAG. DIA. DIF. DIM. DISP. D R. DWR. DWG. ELEC. E.P. ELEV. E.W.C. EXIST. EQ. EQPT. EXH. EXP. JT. FIN. F.E. FP. FIXT. F.D. FLUOR. F.R.T. FURR. GA. GALV. G.C. GYP. BD. H.V.A.C. H.C. H.M. HORIZ. H.S.S. H.W. ABOVE FINISHED FLOOR ACCESS PANEL ACOUSTICAL ACOUSTICAL TILE ADJACENT AIR CONDITIONING ALTERNATE ALUMINUM ANCHOR BOLT APPROXIMATE APPROVED ARCHITECT (URAL) BLOCK BLOCKING BOARD BOTTOM CASEWORK CEMENT CEILING CEILING HEIGHT CHANNEL CLEAR (ANCE) CLOSET COLUMN CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION CONTROL JOINT COORDINATE CORRIDOR CROSS SLOPE CENTER CERAMIC TILE DETAIL DIAGONAL DIAMETER DIFFUSER DIMENSION DISPENSER DOOR DRAWER DRAWING ELECTRICAL ELECTRIC PANEL ELEVATION ELECTRIC WATER COOLER EXISTING EQUAL, EQUIVALENT EQUIPMENT EXHAUST EXPANSION JOINT FINISH (ED) FIRE EXTINGUISHER FIREPROOFING FIXTURE FLOOR DRAIN FLUORESCENT FIRE RETARDANT TREATED FURRED (ING) GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUM BOARD HEATING/VENTILATION/ AIR CONDITIONING HOLLOW CORE HOLLOW METAL HORIZONTAL HOLLOW STEEL SHAPE HOT WATER ABBREVIATIONS I.L.O. IN. (") INST. INT. JT. MFR. MECH. MEMB. MTL. MEZZ. MIN. (') MISC. MLDG. N.I.C. N.T.S. NO. or # O.F.C.I. O.F.O.I. O.C. OPNG. OPP. PART. P. LAM. PLBG. PWD. PVC. PREFAB. P.M. QTR. R.A. R.C.P. REF. REG. REINF. REQ'D. REV. R.O. RND. R.S. SHT. SIM. S.C. S.S. STD. STL. STO. S.D. STRUCT. SUPP. SUSP. SYM. SYS. T.B.D. TEL. T.S. TYP. U.N.O. VERT. VEST. V.C.T. V.I.F. W.C. WP. WS. W/ W/O WD. W.P. IN LIEU OF INCH INSTALLED INTERIOR JOINT MANUFACTURE(R) MECHANIC (AL) MEMBRANE METAL MEZZANINE MINIMUM, MINUTE MISCELLANEOUS MOULDING NOT IN CONTRACT NOT TO SCALE NUMBER OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED ON CENTER(S) OPENING OPPOSITE PARTICLE PLASTIC LAMINATE PLUMBING PLYWOOD POLYVINYL CHLORIDE PREFABRICATED PROJECT MANAGER QUARTER RETURN AIR REFLECTED CEILING PLAN REFERENCE REGISTER REINFORCE(D), (ING) REQUIRED REVISION(S), REVISED ROUGH OPENING ROUND RUNNING SLOPE SHEET SIMILAR SOLID CORE STAINLESS STEEL STANDARD STEEL STORAGE STORM DRAIN STRUCTURAL SUPPLIED SUSPENDED SYMMETRY (ICAL) SYSTEM TO BE DETERMINED TELEPHONE TUBE STEEL TYPICAL UNLESS NOTED OTHERWISE VERTICAL VESTIBULE VINYL COMPOSITION TILE VERIFY IN FIELD WATER CLOSET WATERPROOF(ING) WEATHER STRIPPING WITH WITHOUT WOOD WORKING POINT 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LANDLORD'S CRITERIA AND ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. 2. THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, APPROVALS, LICENSES AND CERTIFICATES TO COMPLETE THE PROJECT. 3. THE GENERAL CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION, LIABILITY, AND PROPERTY DAMAGE INSURANCE & PAY FOR SAME. REFER TO "CONSTRUCTION CONTRACT" FOR REQUIRED AMOUNTS ETC. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND REMOVE ALL EXISTING ELEMENTS AND FIXTURES NOT RELEVANT TO NEW WORK. 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS. PRIOR TO START OF CONSTRUCTION, A COMPLETE LAYOUT OF STORE AND VERIFICATION OF ALL DIMENSIONS SHALL BE PERFORMED. REPORT ANY DISCREPANCIES AND/OR CONFLICTS TO THE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. 6. THE GENERAL CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, AIR DUCTS, MECHANICAL EQUIPMENT, ETC., AND LOCATIONS OF PROPOSED CONNECTIONS TO SAME. ANY DISCREPANCIES OR CONFLICTS SHOULD BE REPORTED TO ARCHITECT & OWNER'S REPRESENTATIVE IMMEDIATELY. 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK PERFORMED BY HIS LABORERS, SUBCONTRACTORS, OWNER'S CONTRACTORS AND OTHERS. 8. THE SIGN MANUFACTURER SHALL BE RESPONSIBLE FOR SUBMITTING FOR AND OBTAINING SIGN PERMIT(S) FROM ANY CITY, STATE, OR COUNTY AUTHORITY HAVING JURISDICTION AND LANDLORD APPROVAL PRIOR TO COMMENCING WITH FABRICATION. 9. THE GENERAL CONTRACTOR SHALL THOROUGHLY CLEAN THE SPACE, MAKING IT READY FOR MERCHANDISE, WHICH SHOULD GENERALLY CONSIST OF VACUUMING, DUSTING, WASHING WINDOWS AND CLEANING ALL FLOORS. PLEASE REFER TO THE SUPERINTENDENT MANUAL FOR THE BUILD -A -BEAR WORKSHOP CLEANING GUIDELINES. 10. IT IS RECOMMENDED THAT EACH BIDDER VISIT THE SITE AND FULLY ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS AND THE SCOPE OF THE PROJECT PRIOR TO SUBMITTING THEIR BIDS. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR FROM LIABILITY DUE TO OMISSIONS FROM BID. CHANGE ORDERS DUE TO SAID OMISSIONS WILL NOT BE ACCEPTED. 11. THE GENERAL CONTRACTOR SHALL ARRANGE FOR AN ORIENTATION MEETING WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING SURFACES, MATERIALS, FIXTURES, ETC. TO REMAIN DURING THE COURSE OF THE PROJECT. THE G.C. SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE BY HIMSELF OR HIS SUBCONTRACTORS DURING THE COURSE OF THE PROJECT. REPAIRS ARE TO MATCH EXISTING MATERIALS AND MUST BE ACCEPTABLE TO LANDLORD OR OTHER GOVERNING AGENCY. 13. ALL FLOOR TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE SMOOTH AND FLUSH. (MAXIMUM SLOPE = )1' PER FOOT.) 14. FIRE BLOCK ALL WALLS AND FIRE STOP ALL PENETRATIONS AS REQUIRED BY LOCAL BUILDING CODES. 15. ALL EXISTING AND NEW FIRE RATED CONSTRUCTION AT COLUMNS, CEILINGS, END WALLS, ETC., INCLUDING FIRE DAMPERS, SHALL COMPLY WITH LANDLORD AND LOCAL CODE REQUIREMENTS. 16. ALL INTERIOR AND STOREFRONT FINISHES MUST MEET LOCAL CODE AND LANDLORD FLAME SPREAD REQUIREMENTS. MINIMUM TO BE CLASS C (III) OR BETTER. 17. ANY WOOD FRAMING AND BLOCKING SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY LOCAL CODES. 18. ALL PARTITIONS, CEILINGS, LIGHT FIXTURES, DUCT WORK, ETC. TO BE BRACED TO STRUCTURE TO RESIST SEISMIC LOADING AS REQUIRED BY LOCAL CODES. GENERAL NOTES 19. ALL STOREFRONT CONSTRUCTION IS TO BE SELF-SUPPORTING FROM THE FLOOR AND ATTACHED TO LANDLORD STRUCTURE ABOVE FOR LATERAL BRACING ONLY (UNLESS SPECIFICALLY INDICATED OTHERWISE). 20. THE STOREFRONT BARRICADE SHALL BE FURNISHED AND INSTALLED BY OWNER'S VENDOR, BOSTON BARRICADE. G.C. SHALL COORDINATE WITH BILL BOLLINGER, 772.257.7310 - BBOLLINGER@BOSTONBARRICADE.COM 21. LIGHT FIXTURES AND LAMPS ARE OWNER FURNISHED, CONTRACTOR INSTALLED. 22. DO NOT FABRICATE ANY EQUIPMENT, FIXTURE OR SYSTEM FOR THIS PROJECT UNTIL AFTER "FINAL" DRAWING REVISION HAS BEEN ISSUED, UNLESS WRITTEN APPROVAL HAS BEEN PROVIDED BY OWNER OR OWNER'S AUTHORIZED AGENT. BUILDING DEPARTMENT COMMENT: BEFORE ANY MALL TENANT SPACE IMPROVEMENTS OR ALTERCATIONS ARE TO BEGIN, WHERE PLENUM CEILINGS ARE REMOVED, ALTERED OR RETURN AIR CEILING GRILLS ARE OPEN/ EXPOSED TO CONSTRUCTION DUST CONTAMINATION, A "PLENUM PROTECTION PLAN" SHALL BE REQUIRED TO SHOW PROCEDURES AND METHODS FOR PROTECTING AND SEALING THE RETURN AIR PLENUMS OF ANY CONTAMINATION FROM CONSTRUCTION DUST COMBUSTIBLES PRIOR TO AND DURING CONSTRUCTION WORK. NO INSPECTIONS SHALL BE PERFORMED UNTIL MITIGATION PROCEDURES ARE MADE TO PROTECT ANY SHARED CEILING PLENUMS. OWNER BUILD -A -BEAR WORKSHOP 1954 INNERBELT BUS. CTR. DR. ST. LOUIS, MO 63114 CONTACT: BETH ELLIS / MARK BARTLETT 314.423.8000 PROJECT ARCHITECT EPOCH DESIGN GROUP 1 155 OLIVETTE EXECUTIVE PKWY., STE. 100 ST. LOUIS, MO 63132 CONTACT: BRETT DELMEZ, NCARB 314.721.1340 CONSTRUCTION ADMINISTRATION EPOCH DESIGN GROUP 1 155 OLIVETTE EXECUTIVE PKWY., STE. 100 ST. LOUIS, MO 63132 CONTACT: BRYAN SHELLOGG 314.721.1340 PROJECT ENGINEER RANDAL A. NELSON, P.E. 14817 WEST 95TH STREET LENEXA, KS 66215 913.322.5150 MALL ADDRESS SOUTHCENTER MALL 2800 SOUTHCENTER MALL SEATTLE, WA 98188 206.246.0423 TENANT COORDINATION WESTFIELD 835 MARKET STREET, SUITE 517 SAN FRANCISCO, CA 94103 CONTACT: FRED KIM 415.268.8326 NORDSTROM BUILD -A -BEAR WORKSHOP SPACE NO. 1 130 PROJECT CONTACTS MALL KEY PLAN - LEVEL ONE OF TWO SCALE: NTS • FIRE PROTECTION • FIRE ALARM • SIGNAGE DEFERRED SUBMITTALS SHEET NO.: DESCRIPTION C0.0 C1.0 C1.1 C1.2 C2.0 C3.0 D1.0 A1.0 A1.1 A2.0 A3.0 A4.0 A4.1 A4.2 A4.3 A5.0 F1.0 M1.0 M2.0 M3.0 E1.0 E2.0 E3.0 E4.0 COVER SHEET TITLE SHEET ACCESSIBILITY COMPLIANCE SHEET ACCESSIBILITY DETAILS SPECIFICATIONS SCHEDULES AND DETAILS EXISTING CONDITIONS PLAN FLOOR PLAN FINISH PLAN REFLECTED CEILING PLAN INTERIOR ELEVATIONS STOREFRONT ELEVATION AND FLOOR PLAN STOREFRONT PLAN DETAILS VERTICAL STOREFRONT SECTIONS VERTICAL STOREFRONT SECTION DETAILS FIXTURE PLAN AND SCHEDULES MECHANICAL FLOOR PLAN MECHANICAL DETAILS AND SCHEDULES MECHANICAL SPECIFICATIONS ELECTRICAL CEILING PLAN ELECTRICAL POWER PLAN COMMUNICATION PLAN ELECTRICAL SPECIFICATIONS AND PANELS INDEX OF DRAWINGS BUILDING CODES: 2015 IBC WITH WASHINGTON STATE AMENDMENTS 2015 IMC WITH WASHINGTON STATE AMENDMENTS 2015 UPC WITH WASHINGTON STATE AMENDMENTS 2011 NEC (NFPA 70) WITH LOCAL AMENDMENTS 2015 IFC WITH WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL FUEL GAS CODE, 2014 NFPA 58, AND 2015 NFPA 54 2015 IECC/WASHINGTON STATE ENERGY CODE ICC/ANSI Al 17.1-09 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES WITH WASHINGTON STATE AMENDMENTS SEISMIC ZONE: USE GROUP CLASSIFICATION: CONSTRUCTION CLASSIFICATION: TENANT SEPARATION: FIRE SUPPRESSION SYSTEM: SALES FLOOR AREA: STOCK ROOM / TOILET AREA: TOTAL GROSS FLOOR REA: TOTAL LEASE AREA BUILDIN RECEIVED CITY OF TUKWILA DEC 192016 PERMIT CENTER AREA CALCULATIONS: 1,832 S.F. 1,027 S.F. 2,859 S.F. 3,062 S.F. OCCUPANT FACTOR: 60 S.F./OCCUPANT 300 S.F./OCCUPANT D M - MERCANTILE TYPE II -B (ASSUMED) 1 -HOUR RATED FULLY SPRINKLERED OCCUPANT LOAD: 31 4 35 ov vv NN ✓ v M M LU LU O � U L1:1 Lai. 1- 1 155 OLIVETTE EXECUTIVE PARKWAY SAINT LOUIS, MISSOURI 63132 M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West95th Street 0 Lenexa, Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT 15 HEREBY ADVISED THAT IT I5 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTTEIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED A5 A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT, THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 SHEET TITLE: TITLE SHEET PROJECT NO.: SHEET NUMBER: 16283 DRAWN BY: PDP ISSUE DATE: 12/14/16 .0 SOAP DISPENSER HAND DRYER * LOCATIONS TO COMPLY WITH REACH RANGE DETAILS THIS SHEET 40" MAX. TO MIRROR f , LAVATORY 1 6" MAX. TOE CLEAR/ 1 1 " MIN. KNEE CLEA AT 9" A.F.F. 17"-25" INSULATE ALL EXPOSED PIPING BELOW LAV. WITH 'LAV GUARD' o z M / 54" MIN. 39"-41" 42" MIN. 12" 24" MIN. MAX. 56" MIN. CLEAR GRAB BAR TOILET PAPER DISPENSER LOCATION RANGE GRAB BAR ENO WATER CLOSET 8" MIN. KNEE CLEAR AT 27" A.F.F. ;o M ih /MIN. MIN. 24" MIN. ADJACENT WALL FLUSH HANDLE TO BE MOUNTED ON THE SIDE OF THE W.C. AWAY FROM THE ADJACENT WALL LAVATORY WATER CLOSET 6"-18" Jr 42" MIN. CLEAR 60" MIN. CLEAR * MAINTAIN 1Y2' MIN. CLEAR BELOW GRAB BARS AND 12" CLEAR ABOVE GRIPPING SURFACES 5 SCALE: 4 TYPICAL ACCESSIBLE TOILET COMPLIANCE DETAILS SCALE: 3/8" = 1'-0" 7 I"" 4Iff rAr Ar // 60" MIN./ 48" MIN. 1 L_ 20 o /L L .LLL////� ////////////. TSFR. _ J 1. DOORWAYS LEADING TO TOILET(S) SHALL BE IDENTIFIED BY A VISUAL AND TACTILE SIGN ON THE 7. WALL ADJACENT THE LATCH OUTSIDE OF THE DOOR. REFER TO DETAILS AND SIGN NOTES ON THE ACCESSIBILITY DETAILS SHEET. (ADA 216.8, 703.4) 2. INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE WITH ADA AND MANUFACTURER'S STANDARD DETAILS. 3. OPERABLE PARTS OF ALL FIXTURES OR ACCESSORIES ARE TO BE LOCATED WITHIN THE REACH RANGES ILLUSTRATED ON THE ACCESSIBILITY DETAILS SHEET AND AT A MAXIMUM OF 48" A.F.F. (ADA 309) 4. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL WITH THE REACH RANGES ILLUSTRATED ON THE ACCESSIBILITY DETAILS SHEET. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. (ADA 604.6) 5. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST (ADA 604.6, 606.4, 309) 6. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBS. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. (ADA 604.6, 606.4, 309) HAND OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. (ADA 606.4) 8. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. (ADA 606.5) 9. GRAB BARS TO HAVE A 1Y4" TO 2" OUTSIDE DIAMETER MOUNTED AT 33"-36" A.F.F. TO TOP OF THE GRIPPING SURFACE. (ADA 609.2, 609.4) 10. THE SPACING BETWEEN THE WALL AND THE GRAB BAR SHALL BE iY2"• THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1Y2" MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12" MINIMUM (ADA 609.3) GRAB BARS AND ANY WALL OR OTHER SURFACE ADJACENT TO THEM SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES (ADA 609.5) 12. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (ADA 609.6) 13. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. (ADA 609.8) 60"0 TURNING SPACE CLEAR FLOOR AREA W.C. 42" MIN. GRAB BAR MOUNTED WITH TOP AT 33"-36" A.F.F. 18" MIN. VERTICAL GRAB v, BAR - SEE DETAIL 4/C1.1 FOR MOUNTING HEIGHT W.C. W/ SEAT AT 17"-19" A.F.F AND FLUSH HANDLE LOCATED AT OPEN SIDE 36" MIN. GRAB BAR MOUNTED WITH TOP AT 33"-36"A.F.F. W.C. W/ SEAT AT 17"-19" A.F.F AND FLUSH HANDLE LOCATED AT OPEN SIDE 18" MIN. VERTICAL GRAB BAR - SEE DETAIL 4/C1.1 FOR MOUNTING HEIGHT 42" MIN. GRAB BAR MOUNTED WITH TOP AT 33"-36" A.F.F. CLEAR FLOOR AREA W.C. 60"0 TURNING SPACE SEE TOILET ELEVATIONS ON SHEET A3.0 REFER TO SHEET C1.2 FOR ADDITIONAL NOTES AND DIMENSIONS FOR ACCESSIBILITY COMPLIANCE 30" x 48" CLEAR FLOOR AREA BEYOND DOOR SWING CLEAR FLOOR AREA AT LAV. SEE DETAIL 4/C1.1 FOR ADDITIONAL TOE AND KNEE CLEARANCE REQUIREMENTS CLEAR FLOOR AREA FOR DOOR APPROACH TACTILE WOMEN'S TOILET SIGN - SEE DETAILS 7&13/C1.2 LAVATORY - SEE DETAIL 4/C1.1 FOR MOUNTING HEIGHT AND CLEARANCE REQUIREMENTS 30" x 48" CLEAR FLOOR AREA AT LOW DRINKING FOUNTAIN EXIST. HIGH/LOW DRINKING FOUNTAIN CLEAR FLOOR AREA AT LAV. SEE DETAIL 4/C1.1 FOR ADDITIONAL TOE AND KNEE CLEARANCE REQUIREMENTS 30" x 48" CLEAR FLOOR AREA BEYOND DOOR SWING CLEAR FLOOR AREA FOR DOOR APPROACH G.C. SHALL VERIFY THAT ALL EXISTING TOILET PLUMBING FIXTURES AND ACCESSORIES THAT ARE TO BE RE -USED MEET ACCESSIBILITY GUIDELINES. ALL FIXTURES AND ACCESSORIES THAT DO NOT COMPLY SHALL BE REMOVED AND REINSTALLED OR REPLACED TO COMPLY. G.C. SHALL PROVIDE BLOCKING IN STUD SPACE OF WALLS AS NEEDED TO PROVIDE SUFFICIENT SUPPORT OF GRAB BARS AS INDICATED IN ACCESSIBLE TOILET COMPLIANCE NOTES. TACTILE MEN'S TOILET SIGN - SEE DETAILS 7&13/C1.2 EXIST. MOP SINK ACCESSIBLE TOILET COMPLIANCE NOTES 7 TOILET ACCESSIBILITY COMPLIANCE PLAN SCALE: 1/2" = 1'-0" NOTE: EXISTING WATERPROOFING AND TOILET ROOM FLOOR FINISHES TO REMAIN .4r1 'FA= ;IS712.0-",j,i,,,,AiCV 12i127,i/C,,,,iir i iii�i�� iiiii 1,7-7=1 r dr.. iiialr, iiwii►��i� ii..i��iiioiii��iiiii��i�iiiiii��i A122 A�iii.�iiiA ,-AT CFAiiiiii��Miiii rArc r iiii r er.iiiii�r�Z-12% A Afrli-27 r' rtIr Pr2ZAZiZTriii ■? F.E. CLEAR FLOOR AREA FOR DOOR APPROACH iiiiii i ii.►ii.F► i iiiiiii i iiiiii i iiiiii i`,iiiiii ANC= � REFER TO SHEET C1.2 FOR ADDITIONAL NOTES AND DIMENSIONS FOR ACCESSIBILITY COMPLIANCE CLEAR FLOOR AREA r FOR DOOR APPROACH ' z co TACTILE 'EXIT' SIGN - SEE DETAILS /- 12 & 13/C1.2 E.P. E.P. /////r TEL.PNL. i J I J CLEAR FLOOR AREA FOR DOOR APPROACH 24" k MIN. 1 1 rior ,r 18" LMIN.1✓V✓ 1 F.E. • !!d/!.//.Ir/./„/,�/!!/l.Ir!/AGO/ AreAr // !/ i 60 48" MIN. 114111111[1 TACTILE 'EXIT' SIGN - SEE DETAILS 12&13/C1.2 %/ /12/ G/21///1 //4////////, / / / / / / / / / / _/ / / / / / / / / / / / / / / / / / / / J TACTILE 'EXIT' SIGN - SEE DETAILS 12 & 13/C1.2 36" MIN. TYP. / 1 asissmonsmommose 36" MIN. TYP. 36" WIDE, 34" HIGH MAX. ACCESSIBLE PORTION OF SALES COUNTER - FULL DEPTH OF COUNTER 413 30"x48" CLEAR FLOOR AREA AT ACCESSIBLE PORTION OF SALES COUNTER >- I tl I �I l J U AtarArAPIPAr 30"x48" CLEAR FLOOR AREA AT STUFFER NOZZLE 0 11 0 CLEAR FLOOR AREA FOR DOOR APPROACH TACTILE 'EXIT' SIGN - SEE DETAILS 12 & 13/C1.2 REC' IVSD CITY OF i ACCESSIBILITY COMPLIANCE PLAN SCALE: 1 /4" = 1'-0" DEC 1 9 201 PERMIT CENTER 1 M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa, Kansas 66215 1, 913 322 5150 0 F 913 322 5155 www.AcedusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT I5 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT ITIS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOE5 NOT CONSTITUTE A5 -BUILT CONDITIONS. 11-11 RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WISH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 SHEET TITLE: ACCESSIBILITY COMPLIANCE SHEET PROJECT NO.: SHEET NUMBER: 16283 D WN BY: DATE: /14/16 C 1 . 1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / _/ / / / / / / / / / / / / / / / / / / / J TACTILE 'EXIT' SIGN - SEE DETAILS 12 & 13/C1.2 36" MIN. TYP. / 1 asissmonsmommose 36" MIN. TYP. 36" WIDE, 34" HIGH MAX. ACCESSIBLE PORTION OF SALES COUNTER - FULL DEPTH OF COUNTER 413 30"x48" CLEAR FLOOR AREA AT ACCESSIBLE PORTION OF SALES COUNTER >- I tl I �I l J U AtarArAPIPAr 30"x48" CLEAR FLOOR AREA AT STUFFER NOZZLE 0 11 0 CLEAR FLOOR AREA FOR DOOR APPROACH TACTILE 'EXIT' SIGN - SEE DETAILS 12 & 13/C1.2 REC' IVSD CITY OF i ACCESSIBILITY COMPLIANCE PLAN SCALE: 1 /4" = 1'-0" DEC 1 9 201 PERMIT CENTER 1 M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa, Kansas 66215 1, 913 322 5150 0 F 913 322 5155 www.AcedusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT I5 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT ITIS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOE5 NOT CONSTITUTE A5 -BUILT CONDITIONS. 11-11 RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WISH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 SHEET TITLE: ACCESSIBILITY COMPLIANCE SHEET PROJECT NO.: SHEET NUMBER: 16283 D WN BY: DATE: /14/16 C 1 . 1 C:1 hr' M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa. Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcerlusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT I5 NOT TRANSFERABLE, THE RECIPIENT OF THIS DOCUMENT 15 HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5 -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO 41.1 ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND AU. CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF T1 1I5 DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: 787€1 PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 SHEET TITLE: clonT Dom LDING o IVISION ACCESSIBILITY DETAILS PROJECT NO.: SHEET NUMBER: 16283 DRAWN BY: CL2 DP • , WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, 20" MAX r WHERE A FORWARD REACH IS UNOBSTRUCTED, THE dVrTHE 4 %r: HIGH FORWARD REACH SHALL BE 48" MAXIMUM AND LOW FORWARD REACH SHALL BE 15" MINIMUM ABOVE THE FINISH FLOOR OR GROUND. X WHERE A HIGH FORWARD REACH IS OVER AN 40 THE HIGH SIDE REACH SHALL BE 48" MAXIMUM AND THE LOW SIDE REACH SHALL BE 15" MINIMUM ABOVE THE FINISH FLOOR OR GROUND. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE _ x . ,..; __ >x - M . a °D.d. `r `� CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 10" MAXIMUM. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN7,5 OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND o� BENEATH THE ELEMENT FOR A DISTANCE NOT LESS ��'j� \ THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE � j �� 48" MAXIMUM WHERE THE REACH DEPTH IS 20" 30" "---.10" MAX. MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24" MAXIMUM. THE HIGH SIDE REACH SHALL BE 48" MAXIMUM FOR A REACH DEPTH OF 10" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS ''',h�£M ''va.l; f +,i> . ,i.�va 5, , .. a.?�:�.t r�., ^ t,•a k� 48" MIN. 1, MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20", THE HIGH FORWARD REACH SHALL BE 44" MAXIMUM AND THE REACH DEPTH SHALL BE 25" MAXIMUM. OBSTRUCTED HIGH SIDE 10", THE HIGH SIDE REACH SHALL BE 46" MAXIMUM FOR A REACH REAdH �, OBSTRUCTED HIGH FORWARD REACH >20"-25" MAX DEPTH OF 24" MAXIMUM. Mil. : IL 1 ` - �I ,.y - ; < { 3 �7}d gg �sF 2 .z �O / \ \ /r ,,^^ `I Q G ry Q \ 'I U,1 1 \ 00 N!. II I ' II IIT i.-- u � I. 30">10" -24" MAX.10" MAX. Y, 48" MIN. 48" MIN. OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH 5 - 4 - 3 - 2 SIDE REACH 1 FORWARD REACH SCALE: - SCALE: - SCALE: - SCALE: 3/8" = 1'-O" SCALE: 3/8" = 1'-0" 1. RAISED CHARACTERS ON SIGNS SHALL BE Y32" MINIMUM ABOVE THEIR BACKGROUND AND SHALL 14. VISUAL CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED (GRADE 2) BRAILLE. LETTER "0" IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". 2. RAISED CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE 9" MIN. 9" MIN. LETTER "0" IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE 15. VISUAL CHARACTERS SHALL BE 40" MINIMUM ABOVE THE FINISHED FLOOR OR GROUND. UPPERCASE LETTER I. y / y ,,,, 16. FOR VISUAL CHARACTERS, THE STROKE THICKNESS OF THE UPPERCASE LETTER I SHALL BE 10 3. RAISED CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER PERCENT MINIMUM AND 30 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. SHALL BE %" MINIMUM AND 2" MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". 17. VISUAL CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF 4. THE STROKE THICKNESS OF THE RAISED UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAXIMUM OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL THE HEIGHT OF THE CHARACTER. CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. Z `o r 1 < 1 DOOR FRAME - LATCH SIDE Z 'o 1 DOOR FRAME - LATCH SIDE 5. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE EXCLUDING WORD SPACES. WHERE CHARACTERS 18. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SANS SERIF UPPER CASE LETTERING TO BE %" MIN. TO 2" MAX. IN HEIGHT SANS SERIF UPPER CASE LETTERING TO BE %e" MIN. TO 2" MAX. IN HEIGHT HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. SHALL BE Yg" MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED 19. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE MWO M E CHARACTERS SHALL BE %6" MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. f\ ��' , MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND Y8" MINIMUM AND 4 TIMES THE RAISED >< X -` CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS 20. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8" MINIMUM. CONTRAST WITH T IEIRF 'S WITH EITHER A LIGHT PICTO AM ON A FIELD OR A 6. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A 7`r /9/ �% MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED 21. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. - -9 rM _ �: M �. Z -CORRESPONDING GRADE II BRAILLE u: • Q ? a o O• F M Z tO CORRESPONDING GRADE II BRAILLE CHARACTER HEIGHT. TEXT DESCRIPTORS SHALL COMPLY WITH THE REQUIREMENTS FOR RAISED CHARACTERS AND BRAILLE CHARACTERS PROVIDED ELSEWHERE IN THESE NOTES. 7. CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL o `� CENTERLINE OF TACTILE Te)"v CHARACTERS SIGN TO BE MOUNTED ON WALL AT LATCH JAMB OF MEN'S TOILET DOOR SIGN TO BE MOUNTED CENTERLINE OF TACTILE CHARACTERS ON WALL AT LATCH JAMB OF WOMEN'S TOILET DOOR ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. DOT BASE DIAMETER SHALL BE .059" TO .063". DOTS IN THE SAME CELL SHALL BE .090 TO .100" ON CENTER. THE DISTANCE TO ON EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. EXCEPTION: SIGNS PUSH SIDE OF DOORS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. 1 0 _ BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS SHALL BE .241" .300" CENTER. DOTS SHALL BE RAISED .025" MINIMUM TO .037" MAXIMUM ABOVE THE BACKGROUND. THE DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW SHALL BE .395" 7 TOILET SIGNAGE FOR SEPARATE FACILITIES SCALE: - TO .400" ON CENTER. SCALE: 3" = 1'-0" 8. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8' MINIMUM FROM ANY OTHER TACTILE CHARACTERS AND %" MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. 9" MIN. TACTILE SIGN 9" MIN. SIGNS LOCATED 48"MINIMUM ABOVE THE FINISH FLOOR OR -N \ yt 9. TACTILE CHARACTERS ON SHALL BE GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND O DOOR FRAME -LATCH SIDE 1 OR FRAME - LATCH SIDE OF THE HIGHEST TACTILE CHARACTER. OF MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE7r r////� -� ( E I�-- Z __ SANS SERIF UPPER CASE si ue; 10. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS ° h X� Q Z�_ - LETTERING TO BE % MIN. TO 2 MAX. IN HEIGHT o, `-o ,° PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE IS WALL SPACE AT SIDE ;o 1 °-• < '- f 1 SANS SERIF UPPER CASE LETTERING TO BE 5/8' MIN. RIGHT OF THE RIGHT HAND DOOR. WHERE THERE NO THE LATCH OF A MIN. I, d -� CORRESPONDING GRADE II TO 2" MAX. IN HEIGHT \ SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO`� �,9" .� J 9 o '�n� BRAILLE REST 00 I,}„ THAT A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED CENTERLINE OF TACTILE • • • • 'CHARACTERS POSITION AND 45° OPEN POSITION. SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON X Q Z t THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. MIN. CLEAR FLOOR AREA Li a - O Z -1'-6" -;, CORRESPONDING GRADE II BRAILLE 1 1. VISUAL CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS CENTERLINE OF TACTILE SIGN TO BE MOUNTED ON WALL AT LATCH JAMB OF DOOR - SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 12. VISUAL CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. 13. VISUAL CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, CHARACTERS EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. TEXT SHOWN IS FOR EXAMPLE ONLY. SEE FLOOR PLAN NOTES FOR SPECIFIC TEXT TO BE USED FOR A PARTICULAR APPLICATION. `n o v CENTERLINE OF TACTILE CHARACTERS SIGN TO BE MOUNTED ON WALL AT LATCH JAMB OF DOOR OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. 1 - GENERAL SIGNAGE NOTES 13 TACTILE SIGN LOCATION 2 GENERAL SIGNAGE ii UNISEX TOILET SIGNAGE SCALE: 3/4" = 1'-0" SCALE: N.T.S. SCALE: 3" = 1'-0" SCALE: - r , , RECEIVED CITY OF TUKWILA DEC 1 9 201 PERMIT CENTER 20 - 19 i xa\ 712 ""`h?z�*J .,$ u.�„.. 4. U�„a,?i+ �Y§$l'ti'5GI.U,C.� ✓ 4} SCALE: - SCALE: - SCALE: -m SCALE: - SCALE: - C:1 hr' M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa. Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcerlusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT I5 NOT TRANSFERABLE, THE RECIPIENT OF THIS DOCUMENT 15 HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5 -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO 41.1 ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND AU. CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF T1 1I5 DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: 787€1 PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 SHEET TITLE: clonT Dom LDING o IVISION ACCESSIBILITY DETAILS PROJECT NO.: SHEET NUMBER: 16283 DRAWN BY: CL2 DP DIVISION 1 - GENERAL CONDITIONS 1.01 GENERAL A. THE STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR, BUILD -A -BEAR WORKSHOP, MOST CURRENT CONSTRUCTION CONTRACT, IS HEREBY MADE PART OF THESE DOCUMENTS. B. THE GENERAL CONDITIONS OF THE CONTRACT ARE THE AMERICAN INSTITUTE OF ARCHITECTS STANDARD DOCUMENT NO. A201 "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", BUILDINGS, HEREINAFTER REFERRED TO AS THE "GENERAL CONDITIONS" C. THE CONTRACTOR SHALL FURNISH THE OWNER WITH FINAL APPLICATIONS FOR PAYMENT, A MINIMUM ONE YEAR WRITTEN GUARANTEE, WARRANTING ALL WORK IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL CONDITIONS. D. THE OWNER RESERVES THE RIGHT TO WAIVE IRREGULARITIES AND TO REJECT ANY AND ALL BID PROPOSALS. E. UNLESS NOTED OTHERWISE, DIRECTIVES ISSUED IN THE SPECIFICATIONS ARE ADDRESSED TO THE GENERAL CONTRACTOR. F. FURNISH ALL LABOR, MATERIALS, APPLIANCES, TRANSFORMATION AND SERVICES REQUIRED FOR SATISFACTORY COMPLETION OF THE WORK. G. INSPECT PREMISES AND VERIFY EXISTING CONDITIONS AND DIMENSIONS. REPORT ERRORS OR INCONSISTENCIES TO THE ARCHITECT AND PROJECT MANAGER BEFORE ANY WORK IS DONE. FAILURE TO DO SO RELIEVES ARCHITECT, PROJECT MANAGER AND OWNER OF RESPONSIBILITY FOR CORRECTION OF RESULTING PROBLEMS. H. OWNER RESERVES THE RIGHT TO INSTALL STORE FIXTURES, TO WORK OR TO USE A PORTION OF THE CONSTRUCTION AREA AFTER SUBSTANTIAL COMPLETION BY THE CONTRACTOR. SUCH OCCUPANCY SHALL IN NO WAY IMPLY ACCEPTANCE OF ANY PART OF THE WORK. I. SUBMIT LIEN RELEASES COVERING ALL LABOR, MATERIALS AND OTHER COSTS INCURRED AS A PART OF THE WORK, INCLUDING SUBCONTRACTORS LABOR AND MATERIALS AT APPLICATION FOR PAYMENT PER CONTRACT. J. PERFORM ALL CUTTING, PATCHING, REPAIRING, AND RESTORING NECESSARY TO COMPLETE THE WORK AND RESTORE DAMAGED ADJACENT SURFACES RESULTING FROM THE WORK TO ORIGINAL CONDITIONS TO THE SATISFACTION OF OWNER, PROJECT MANAGER AND ARCHITECT. K. CONCEAL, OR ENCASE AND FINISH, ALL PIPE, CONDUITS, DUCTS, VENTS, ETC., IN PUBLIC AREAS UNLESS OTHERWISE NOTED. L. THE ADJACENT PREMISES INTEND TO REMAIN IN BUSINESS THROUGHOUT THE WORK. PROTECT THE PUBLIC AND STORE EMPLOYEES BY UTILIZING TEMPORARY BARRICADE ETC. AS REQUIRED. 1.02 DEFINITIONS A. THE TENANT - BUILD -A -BEAR WORKSHOP B. OWNER - BUILD -A -BEAR WORKSHOP C. ARCHITECT - THE FIRM THAT PREPARED DRAWINGS D. PROJECT MANAGER - OWNER'S DESIGNATED CONSTRUCTION COORDINATOR E. CONTRACTOR - THE OWNER'S GENERAL CONTRACTOR AND/OR SUBCONTRACTORS F. LANDLORD - MALL OR BUILDING MANAGEMENT DESIGNATED REPRESENTATIVE. 1.03 PERMITS, INSURANCE, CODES, TESTS AND INSPECTIONS A. CONFORM TO STATE, NATIONAL AND MUNICIPAL BUILDING AND SANITARY LAWS, CODES, REGULATIONS, AND ALL LANDLORD REQUIREMENTS. B. OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, INSURANCE, LICENSES AND PAY ALL LEGAL FEES WHICH SHALL FORM A PART OF THE WORK, INCLUDING THE COST OF PLUMBING, HVAC AND ELECTRICAL TESTS, INSPECTIONS AND SERVICE CHARGES. C. MAINTAIN SAFETY AMONG PERSONS PERFORMING THE WORK IN ACCORDANCE WITH CURRENT STANDARDS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. NEITHER THE OWNER, PROJECT MGR., NOR THE ARCHITECT SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR TECHNIQUES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE OWNER, PROJECT MANAGER AND ARCHITECT SHALL BE HELD HARMLESS FOR ANY ACCIDENT, INJURY OR ANY OTHER INCIDENT RESULTING FROM NON-COMPLIANCE WITH THE STANDARDS MENTIONED ABOVE.. 1.04 DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. ANY REQUIREMENT FOUND IN ONE SHALL APPLY AS IF FOUND IN BOTH. IF ONE IS MORE STRINGENT THAN THE OTHER, THEN THE MORE STRINGENT SHALL APPLY. B. REFER CONTRADICTIONS OR ERRORS IN DRAWINGS OR SPECIFICATIONS TO THE ARCHITECT OR PROJECT MANAGER FOR CLARIFICATION. C. DO NOT MAKE ANY CHANGE TO DRAWINGS OR SPECIFICATIONS, EXCEPT AS INDICATED ABOVE. USE DIMENSIONS NOTED ON THE DRAWINGS, OR CALCULATED FROM SAID DIMENSIONS. DO NOT SCALE DRAWINGS. D. THE CONTRACTOR FOR EACH BRANCH OF CONSTRUCTION SHALL TAKE FIELD MEASUREMENTS AT THE SITE BEFORE COMMENCEMENT OF THE WORK. E. PROVIDE AND UPDATE A COMPLETE RECORD SET (AS -BUILT) OF PRINTS. CORRECT DAILY TO SHOW EVERY CHANGE FROM ORIGINAL DRAWINGS AND SPECIFICATIONS. AT THE COMPLETION OF THE WORK, DELIVER SET TO THE OWNER'S PROJECT MANAGER, PER THE CONTRACT. 1.05 TEMPORARY FACILITIES A. PAY FOR ALL ELECTRIC, WATER, SANITARY AND OTHER SERVICES REQUIRED TO PERFORM THE WORK. 1.06 PROTECTION OF PUBLIC AND ADJOINING PROPERTY A. CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK FROM DAMAGE. PROTECT THE OWNER'S PROPERTY, ADJACENT PROPERTY AND PUBLIC PROPERTY FROM DAMAGE DUE TO THE WORK. CORRECT ANY SUCH DAMAGE OR INJURY. B. THE CONTRACTOR ASSUMES ALL RISKS OF DAMAGE TO OR FAILURE OF THE WORK, AND ALL RISKS OF ACCIDENTS FROM WHATEVER CAUSE ARISING UNTIL THE WORK IS COMPLETE AND ACCEPTED BY THE OWNER/TENANT. C. THE CONTRACTOR AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER, PROJECT MANAGER AND THE ARCHITECT AGAINST ALL LOSSES, COSTS, OR DAMAGE ON ACCOUNT OF ANY INJURY TO PERSONS OR PROPERTY IN THE PERFORMANCE OF THIS CONTRACT. 1.07 DAMAGE TO OTHER WORK A. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY CAUSED TO THE WORK OF OTHER CONTRACTORS. PROMPTLY REPAIR SAID DAMAGES AT CONTRACTOR'S EXPENSE. B. IN CASE OF FAILURE TO CORRECT SAID DAMAGES, THE CONTRACTOR SHALL HAVE THE COST OF CORRECTING THEM DEDUCTED FROM HIS CONTRACT AMOUNT. C. FAILURE OF THE CONTRACTOR TO CORRECT DAMAGE TO THE WORK OF OTHER CONTRACTORS SHALL NOT EXCUSE SUCH OTHER CONTRACTORS FROM FINISHING THEIR PORTION OF THE WORK. 1.08 CHANGES TO CONTRACT A. SPECIFY THE PROPOSED VARIATION, THE CHANGE TO CONTRACT AMOUNT, IF ANY, AND THE REASON FOR MAKING IT. PROCEED ONLY AFTER AUTHORIZATION BY THE PROJECT MANAGER OR OWNER. B. NO CLAIM FOR CHANGES TO THE CONTRACT WILL BE APPROVED UNLESS A PRICE HAS BEEN AGREED UPON IN ADVANCE. ADDITIONAL WORK MUST BE APPROVED IN WRITING BY THE OWNER/PROJECT MANAGER PRIOR TO WORK BEING EXECUTED. C. CALCULATE CHANGES TO THE CONTRACT AT SAME PERCENTAGES FOR OVERHEAD AND PROFIT AS IN ORIGINAL CONTRACT. 1.09 TAXES A. PAY ALL SALES TAXES, SOCIAL SECURITY TAXES AND ANY OTHER TAXES REQUIRED BY LOCAL, STATE, OR FEDERAL GOVERNMENTS- HOLD THE OWNER, PROJECT MANAGER AND ARCHITECT HARMLESS AGAINST SAME. 1.10 CONSTRUCTION CLEANUP A. KEEP PREMISES FREE FROM SURPLUS MATERIAL, DIRT AND RUBBISH DURING THE WORK. B. UPON COMPLETION OF THE WORK, REMOVE ALL TOOLS, SCAFFOLDING, DEBRIS, ETC. FROM THE BUILDING. LEAVE INTERIOR AND EXTERIOR OF THE PREMISES CLEAN, INCLUDING CLEANING OF ALL GLASS, FIXTURES, ETC. C. ALL CASEWORK AND STORE FIXTURES TO BE BLANKET WRAPPED. TOP SURFACE OF CASEWORK & FIXTURES ARE TO BE KEPT CLEAR OF TOOLS AND MATERIALS & PROTECTED FROM DAMAGE DURING WORK. 1.11 RIGHT TO TERMINATE THE CONTRACT A. THE OWNER SHALL HAVE THE AUTHORITY TO TERMINATE THE CONTRACT IF CONTRACTOR NEGLECTS THE WORK OR FAILS TO PERFORM THE PROVISIONS OF THE CONTRACT. THE OWNER SHALL GIVE CONTRACTOR SEVEN DAY'S WRITTEN NOTICE PRIOR TO TERMINATION. CONTRACTOR SHALL BE PAID FOR ALL WORK COMPLETED WITHIN TEN DAYS OF TERMINATION. 1.12 PRELIMINARY OPERATION A. CONTRACTOR SHALL ALLOW ALL COMPLETED AND OPERABLE EQUIPMENT TO BE OPERATED BY TENANT/OWNER FOR ACCEPTANCE. 1.13 SERVICE A. PROVIDE SERVICE ON ENTIRE SYSTEMS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION. PROVIDE ALL PERIODIC MAINTENANCE NECESSARY FOR PEAK EFFICIENCY OF ALL PHASES OF THESE SYSTEMS, TO INCLUDE OPERATIONAL AND PREVENTATIVE MAINTENANCE. 1.14 GUARANTEE A. GUARANTEE THAT ALL MATERIALS ARE THE TYPE AND GRADE SUITABLE FOR ITS USE, THAT ALL LABOR WILL BE OF SUITABLE SKILL, THAT ALL WORK WILL BE PERFORMED IN A WORKMANLIKE MANNER AND WILL BE IN GOOD CONDITION AT DATE OF COMPLETION. B. THE CONTRACTOR GUARANTEES ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER COMPLETION AND THE ACCEPTANCE BY THE OWNER, INCLUDING IMMEDIATE REPAIRS. C. CORRECT ALL DEFECTS WHICH MAY APPEAR IN THE WORK WITHIN ONE YEAR AFTER ITS COMPLETION ARISING FROM DEFECTIVE OR IMPROPER MATERIAL OR WORKMANSHIP. REPLACE OR REPAIR ANY PART OF THE WORK WHICH I5 DAMAGED OR DISTURBED AS A RESULT OF SAID CORRECTION. SPECIFICATIONS D. A MANUFACTURER'S WARRANTY ON ANY ITEM SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR ADEQUATE FUNCTION/OPERATION OF SAID GUARANTEE/WARRANTY ITEMS ABOVE. E. WARRANTIES OF MATERIALS AND WORKMANSHIP SHALL BE WRITTEN TO THE BENEFIT OF BOTH OWNER AND TENANT/PROJECT MANAGER PRIOR TO FINAL PAYMENT. DIVISION 2 - SITE WORK (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) DIVISION 3 - CONCRETE (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) 3.01 GENERAL REFER TO PLAN FOR NEW SLAB REQUIREMENTS. IF EXISTING, PATCH AND REPAIR AS REQUIRED. EXISTING SUPPORTED FLOOR TO BE CORED AS REQUIRED AND INDICATED. MATCH THE FOLLOWING: A. CONCRETE: READY -MIXED CONCRETE, ASTM C94-69. B. MATERIALS: 1. PORTLAND CEMENT, TYPE 1: ASTM C15005. 2. FINE AGGREGATE: ASTM C33-03. 3. COARSE AGGREGATE: TABLE 11, SIZE 57 ASTM 33-03. 4. WATER: CLEAN AND POTABLE. 5. BAR REINFORCEMENT: GRADE 40 ASTM A 616-06A. 6. WIRE FABRIC REINFORCEMENT: ASTM Al85/A85-06E1. C. ADMIXTURES: POZZOLITH OR EQUAL, AS MANUFACTURED BY MASTER BUILDERS CO. D. PROPORTION CONCRETE TO DEVELOP 3,000 PSI AT 28 DAYS AND HAVE A MAXIMUM SLUMP OF 4 Y2". E. MINIMUM CEMENT CONTENT: 5Y2 BAGS (517#) PER CUBIC YARD. NO WATER IS TO BE ADDED AFTER MIXING. F. REINFORCE CONCRETE SLABS WITH WELDED WIRE FABRIC, 6x6 - # 10x10, LAPPED 6" AT END SIDE LAPS. G. BAR REINFORCEMENT: SIZES AND PLACEMENT AS REQUIRED, CONTINUOUS AND LAPPED 24" AT SPLICES H. PROVIDE CORNER BARS AT CORNERS. I. PLACE 4" COMPACTED LAYER OF POROUS FILL UNDER THE CONCRETE SLAB, IF NOT FURNISHED BY OTHERS. J. BRING SUB GRADE TO SPECIFIED LEVEL, COMPACTED AND FINISHED SMOOTH. K. BEFORE PLACEMENT OF WIRE FABRIC AND CONCRETE, COVER INTERIOR FLOOR AREAS WITH 6 MIL POLYETHYLENE VAPOR BARRIER, ALL LAPS WITH "ZERO PERM" TAPE. SEAL ALL PENETRATIONS AND PUNCTURES. L. SCREED SLABS TO THE LEVEL SHOWN ON THE DRAWINGS OR AS REQUIRED. M. FLOAT SLAB AND FINISH SURFACE WITH STEEL TROWEL AFTER WATER SHEEN HAS DISAPPEARED. DUSTING WITH DRY SAND ON CEMENT I5 NOT PERMITTED. N. CURE SLABS WITH CHLORINATED RUBBER LIQUID MEMBRANE CURING/HARDENING COMPOUND: "CLEARBOND", "CLEARSEAL", "MASTERSEAL", OR APPROVED EQUAL. O. SLABS SHALL HAVE A MAXIMUM TOLERANCE OF Ye" IN 12" AND SHALL NOT VARY AT ANY POINT MORE THAN Ys' ABOVE OR BELOW THE PLANE SURFACE. P. SLABS TO RECEIVE A GROUT BED FINISH SHALL BE WATER CURED FOR 7 DAYS WITHOUT USE OF CURING COMPOUND. Q. CONCRETE WORK SHALL NOT BE DONE WHERE TEMPERATURES ARE 49 DEGREES FAHRENHEIT OR LESS. R. THOROUGHLY CLEAN SLABS WHICH WILL REMAIN EXPOSED UPON COMPLETION OF WORK. AFTER CLEANING APPLY A SECOND COAT OF CURING/HARDENING COMPOUND TO THE EXPOSED CONCRETE. S. INCLUDE CONTROL JOINTS AT EACH COLUMN LINE AND NO MORE THAN 30' O.C. IN EACH DIRECTION. T. SEPARATE SLABS AT COLUMNS FROM REST OF SLAB WITH A Ya' ISOLATION JOINT IN "DIAMOND" PATTERN AT COLUMN. U. 2" THICK RIGID PERIMETER INSULATION SHALL BE INSTALLED WHEREVER NEW SLAB WORK ABUTS EXTERIOR WALLS. USE GROUT/ANCHORING CEMENT COMPLYING WITH ASTM Cl 107 TO SECURE INSERTS IN CORES. V. DIVISION 4 - MASONRY (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) DIVISION 5 - STRUCTURAL AND MISC. METAL (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) DIVISION 6 - CARPENTRY 6.01 - GENERAL A. B. C. D. ALL MATERIALS ABOVE THE CEILING SHALL BE NON-COMBUSTIBLE AS REQUIRED BY CODE. WOOD FRAMING SHALL BE USED ONLY FOR MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS, AND SHALL BE FIRE -RETARDANT TREATED LUMBER. . MATERIALS SHALL BE NEW, AND WORK SHALL BE PERFORMED IN QUALITY WORKMANLIKE MANNER. LUMBER IN CONTACT WITH CONCRETE OR TERRAZZO FLOORS SHALL BE PRESSURE TREATED. 6.02 GYPSUM BOARD AND PARTITIONS A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE DRAWINGS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. METAL STUD AND GYPSUM BOARD PARTITIONS, INCLUDING METAL FURRING AND METAL FRAMING. 2. METAL FURRING AND GYPSUM BOARD CEILINGS AND ENCLOSURES FOR PIPES, DUCTS AND CONDUITS. 3. CORNER BEADS, CASING BEADS, FASTENERS, AND RELATED ITEMS FOR GYPSUM BOARD WORK. 4. TAPING, SPACKLING AND SEALANT FOR JOINTS IN GYPSUM BOARD. 5. INSTALL GYPSUM BOARD IN ALL RATED ASSEMBLIES WITH CORRECT ORIENTATION AS INDICATED IN DETAILS. 6. USE MOISTURE RESISTANT GYPSUM BOARD TO HEIGHT OF 4' IN ALL BATHROOMS, AROUND ALL MOP SINKS, EXTERIOR EXPOSURES, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE. B. SOFFIT AND STOREFRONT FRAMING SHALL BE SELF-SUPPORTING, CONSTRUCTED OF STRUCTURAL METAL STUDS AND DIAGONALLY BRACED AS INDICATED ON DRAWINGS. C. METAL STUDS SHALL BE PLACED 16" O.C. UNLESS OTHERWISE NOTED. WOOD STUDS SHALL BE USED ONLY FOR MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS AND SHALL BE FIRE -RETARDANT TREATED LUMBER. D. METAL STUDS AND TRACKS: COLD ROLLED FORMED CHANNELS OF NOT LESS THAN 20 GAUGE GALVANIZED STEEL, OF STANDARD WIDTHS AS INDICATED WITH HOLES FOR ELECTRICAL CONDUIT. METAL STUDS INDICATED AS "STRUCTURAL" SHALL CONFORM TO SIZE/GAUGE AS SPECIFIED IN DETAILS AND SECTIONS. E. FASTENERS: SELF -DRILLING, SELF -TAPPING SCREWS OF CADMIUM -PLATED STEEL. 1%" FOR SINGLE PLY, 2" FOR DOUBLE PLY GYPSUM BOARD. F. HANGER WIRE: 12 GAUGE GALVANIZED AND 16 GAUGE GALVANIZED TIE WIRE OR U.S.G. CLIP ANCHORAGE, OR EQUAL. G. GYPSUM WALLBOARD: AS MANUFACTURED BY U.S. GYPSUM, BESTWALL GYPSUM CO. OR NATIONAL GYPSUM CO. WALL BOARD SHALL HAVE TAPERED EDGES AND SHALL BE 5/8' THICK. USE MAXIMUM LENGTHS OF WALLBOARDS TO MINIMIZE NUMBER OF JOINTS. TYPES OF WALLBOARD INCLUDE: U.S.G. WR GYPSUM BOARD AND U.S.G. FIRECODE "X" GYPSUM BOARD, %" THICK. H. CASING AND CORNER BEADS: STANDARD GALVANIZED BEADS OF TYPES RECOMMENDED BY THE WALLBOARD MANUFACTURER. (USG #200-A AND "DURABEAD" OR EQUAL) J. K. JOINT COMPOUND AND TAPE: AS RECOMMENDED BY WALLBOARD MANUFACTURER. LAMINATING ADHESIVES: AS RECOMMENDED BY WALLBOARD MANUFACTURER. ACOUSTIC SEALANT: TREMCO MANUFACTURING CO. L. COORDINATE METAL STUD LAYOUT WITH OTHER TRADES. M. WALLBOARD INSTALLATION, ACCESSORIES AND TAPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. INSTALL SEALANT AROUND ALL PERIMETERS. N. PROVIDE METAL STUD BLOCKING BEHIND ALL SIGNS, FIXTURES, ETC. WHERE INDICATED OR AS REQUIRED. O. WORKMANSHIP 1. ALL WORK SHALL BE SKILLFULLY FRAMED, BRACKETED, ANCHORED, AND SECURED IN THE BEST AND STRONGEST MANNER, TRUE AND PLUMB, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NOT LESS THAN REQUIRED BY CODE. 2. GYPSUM PANEL SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS (USG #093 OR EQUAL) WHEREVER: a- PARTITION ABUTS A STRUCTURAL ELEMENT (EXCEPT FLOOR). b. PARTITION RUN EXCEEDS 30 LINEAR FEET. 6.03 FINISH CARPENTRY AND MILLWORK A. PROVIDE AND INSTALL ALL WORK SHOWN AND AS REQUIRED TO FINISH THE JOB. B. PERFORM CARPENTRY WORK TO THE BEST STANDARDS OF PRACTICE. LAY OUT WORK CAREFULLY TO PRODUCE RESULTS INTENDED BY DRAWINGS AND TO ACCOMMODATE WORK OF OTHER TRADES. C. INSTALL INTERIOR TRIM IN ACCORDANCE WITH A.W.I. STANDARDS. D. INTERIOR TRIM SHALL BE FIRE -RETARDANT TREATED TO COMPLY WITH LOCAL FLAME SPREAD OR OTHER CODES. WHERE WOOD IS USED AS SUBSTRATE FOR PLASTIC LAMINATE OR OTHER FINISH SURFACES, THE CONTRACTOR MAY SUBSTITUTE "DURAFLAKE FR" CLASS I FIRE -RATED PARTICLE BOARD BY WILLAMETTE INDUSTRIES, INC., OR APPROVED EQUAL. E. FINISH WOODWORK SMOOTH ON EXPOSED SURFACES, FREE FROM MACHINE MARKS OR DEFACEMENTS. SAND INTERIOR WOODWORK BY HAND AFTER ERECTED. MAKE ALL JOINTS NEATLY AND ACCURATELY. PROPERLY PROTECT COMPLETED FINISH WORK. DIVISION 7 - THERMAL AND MOISTURE PROTECTION (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) 7.01 ROOFING A. ROOF PENETRATIONS AS REQUIRED, PERFORMED BY LANDLORD'S APPROVED ROOFER AS PART OF THE LANDLORD'S GENERAL CONTRACTOR'S CONSTRUCTION REQUIREMENTS WHEN APPLICABLE. B. STRUCTURALLY BRACE NNW OPENINGS AS REQUIRED, WITH EQUIPMENT CURBS AS SPECIFIED FOR MECHANICAL EQUIPMENT. ALL NEW ROOFING AND RELATED ACCESSORIES SHALL BE BY THE SAME MANUFACTURER, AND OF THE SAME TYPE AND SPECIFICATION AS THE ORIGINAL ROOF. PERFORM ALL ROOFING WORK BY INDIVIDUALS CERTIFIED BY THE ROOFING MANUFACTURER FOR SAID INSTALLATION. IF THE LANDLORD REQUIRES, THE ROOFING CONTRACTOR, SHALL PROVIDE CERTIFICATION AFTER THE WORK 15 COMPLETED THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7.02 WATERPROOFING A. PROVIDE DEX-0-TEX BARRIER GUARD OR EQUAL 56 MIL MINIMUM THICKNESS WATERPROOF MEMBRANE UNDER ALL TOILET FLOORING INSTALLATIONS AND EXTEND UP SURROUNDING WALLS WITH A MINIMUM 6" HEIGHT. PROVIDE MANUFACTURER'S STANDARD 1 YEAR PRODUCT WARRANTY. DIVISION 8 - DOORS AND WINDOWS 8.01 STOREFRONT CLOSURE REFER TO DRAWINGS FOR COMPLETE SPECIFICATIONS A. SUBMITTALS: INCLUDE FABRICATION METHODS, FINISHING, HARDWARE, ACCESSORIES, AND INSTALLATION RECOMMENDATIONS. B. STOREFRONT HARDWARE TO INCLUDE THE FOLLOWING: 1. PROVIDE MANUFACTURER'S ANCHORAGE AND FASTENERS CONCEALED EXCEPT AS OTHERWISE REQUIRED. FINISH HEAD OR EXPOSED FASTENERS TO MATCH ADJACENT METAL FINISHES. 2. PROVIDE HEAVY-DUTY HARDWARE UNITS; METAL AND FINISH FOR EXPOSED PARTS TO MATCH FINISH OF EXPOSED FITTINGS. 3. PROVIDE EMERGENCY/PANIC HARDWARE IF REQUIRED BY CODE. C. PROVIDE SHOP DRAWINGS TO INCLUDE ELEVATIONS, HARDWARE MOUNTING HEIGHTS, DETAIL SECTIONS OF FITTINGS, ANCHORAGE, REINFORCEMENTS. D. IT SHALL BE THE GENERAL CONTRACTOR RESPONSIBILITY TO FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. 8.02 DOORS, TRIM AND FRAME A. DOORS, TRIM, AND FRAME (SEE DOOR SCHEDULE ELSEWHERE ON DRAWINGS FOR DOOR AND FRAME TYPES) 1. FINISH NOTED ON DOOR SCHEDULE OCCURS ON BOTH SIDES OF DOOR AND FRAME UNLESS OTHERWISE NOTED. 2. UNLESS SHOWN OTHERWISE, DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED 3" FROM FINISHED WALL CORNER TO EDGE OF DOOR. 3. ALL WOOD DOORS SHALL BE PAINT GRADE BIRCH UNLESS OTHERWISE NOTED. 4. ALL INTERIOR DOORS SHALL BE THICKNESS AS SHOWN ON DRAWINGS. 5. ALL INTERIOR DOORS WITH FIRE RATING SHALL HAVE LABEL ATTACHED TO DOOR EDGE. 6. EXIT OR EXTERIOR SURFACE DOOR, WHERE REQUIRED TO BE PROVIDED BY GENERAL CONTRACTOR, SHALL BE 13/4" THICK FLUSH METAL DOOR IN METAL FRAME U.N.O. 7. ALL WOOD TRIM SHALL BE "CUSTOM" GRADE SOFTWOOD AS DEFINED BY A.W.I. UNLESS OTHERWISE NOTED. 8. ALL HOLLOW METAL FRAMES SHALL BE KNOCK -DOWN TYPE. 9. ACCESS DOORS IN GYPSUM BOARD CEILINGS SHALL BE AS MANUFACTURED BY ACUDOR OR EQUAL AND SHALL BE METAL CONCEALED TYPE FULLY TAPED -IN AND PAINTED TO MATCH THE ADJACENT SURFACE. DOORS SHALL BE FIRE -RATED WHERE REQUIRED. B. INSTALL DOORS AND HARDWARE SO DOORS SWING QUIETLY AND FREELY ON THEIR HINGES, AND CLOSE ACCURATELY AGAINST STOPS WITHOUT BINDING. LATCH BOLTS MUST ENGAGE POSITIVELY WITH STRIKES WHEN DOORS ARE CLOSED. DOORS WITHOUT CLOSERS MUST REMAIN STATIONARY IN ANY POSITION WITHOUT INDEPENDENT MOTION. C. DOOR HARDWARE (SEE DOOR SCHEDULE ON DRAWING FOR HARDWARE GROUPS) 1. NO EXTRA COST WILL BE ALLOWED BECAUSE OF CHANGES OR CORRECTIONS NECESSARY FOR PROPER INSTALLATION OF HARDWARE OR FURNISHING NECESSARY HARDWARE. 2. CHECK DOOR THICKNESS, DETAILS OF TRIM, CLEARANCES FOR HINGES, STRIKES, CLOSERS, FASTENERS REQUIRED AND FIRE RATING REQUIREMENTS BEFORE COMMENCING WITH HARDWARE INSTALLATION. 3. PROVIDE PANIC HARDWARE WHERE REQUIRED ON ALL SERVICE EXIT DOORS IN ACCORDANCE WITH LOCAL CODES. 4. CONTRACTOR SUPPLIED HARDWARE TO INCLUDE ALL REQUIRED SCREWS, BOLTS, AND FASTENERS NECESSARY FOR INSTALLATION. 8.03 GLASS AND GLAZING A. COMPLY WITH FGMA "GLAZING MANUAL" AND "SEALANT MANUAL". ALL GLAZING SHALL CONFORM TO THE FOLLOWING STANDARDS: 1. PRIME NON -PROCESSED GLASS: FS DD -G-451 2. HEAT-TREATED GLASS: FS DD -G-1403 3. CPSC SAFETY GLASS: 16 CFR 1201 4. ANSI SAFETY GLAZING: ANSI Z97.1 B. TEMPERED FLOAT GLASS SHALL BE GRADE B, STYLE 1, TYPE 1, QUALITY Q3, CLASS 1, CLEAR IN THICKNESS INDICATED. C. ALL EXPOSED EDGES OF GLASS TO BE GROUND SMOOTH AND POLISHED BEFORE TEMPERING. Y4" MAX. GAP BUTT JOINTS ARE TYPICAL UNLESS OTHERWISE NOTED. D. ALL MIRROR GLASS SHALL BE Y4" QUALITY 02 CLEAR FLOAT GLASS; FULL SILVER COATING, COPPER COATING, AND ORGANIC COATING. DIVISION 9 - FINISHES 9.01 VCT FLOORING AND COVE BASE A. LAY VINYL TILE IN ALL FOUR DIRECTIONS FROM CENTER, TO FINISH UNIFORMLY AT WALLS, EDGES SHALL BE ONE-HALF MATERIAL WIDTH OR GREATER. LAY TILE AS DIRECTED BY MANUFACTURER'S DETAILS AND AS INDICATED WITHIN THIS SET OF DOCUMENTS. B. PROFESSIONALLY CLEAN AND PROTECT FLOORING AFTER LAYING TO PROVIDE A CLEAN, UNMARRED, STAIN FREE FINISH FLOOR AT COMPLETION OF ALL WORK. C. FLOOR LEVELER (IF REQUIRED): TO Ye' TOLERANCE IN 12'-0" WIDTH "LEV-L-ASTIC" COMPOUNDING MANUFACTURED BY CGM BUILDING PRODUCTS. G.C. TO VERIFY PRIOR TO CONSTRUCTION START. D. ADHESIVES: PRODUCTS RECOMMENDED BY THE MANUFACTURERS OF THE FLOORING. E. PROVIDE EDGE/TRANSITION WHERE THE FLOORING MEETS A DIFFERENT FLOOR FINISH, COLOR AS INDICATED ON THE DRAWINGS. 9.02 CEILING A. PROVIDE SUSPENDED CEILING SYSTEM WHEN INDICATED ON DRAWINGS AS HEREAFTER SPECIFIED. B. ACOUSTICAL TILE: 24"x48" OR 24"x24"x %" THICK HEAVY DENSITY CLASS "A" NON-COMBUSTIBLE MINERAL FIBER PRODUCT FOR LAY -IN CEILING CONSTRUCTION, PATTERN AS DESCRIBED ON THE DRAWINGS. INSTALL ALL TILES FREE OF CHIPS AND SCRATCHES. - SEE FINISH SCHEDULE. C. ACOUSTICAL GRID SYSTEM: AS NOTED ON FINISH SCHEDULE AND SHALL CONFORM TO REQUIREMENTS OF THE STANDARD HEAVY DUTY (SINGLE TEE) STRUCTURAL CLASSIFICATION ESTABLISHED BY THE ACOUSTICAL MATERIALS ASSOCIATION. ALL EXPOSED SURFACES SHALL RECEIVE A STANDARD BAKED ENAMEL FINISH TO MATCH FINISH SCHEDULE ON THE DRAWINGS. D. FIRE -RATED CEILING: WHERE REQUIRED BY THE DRAWINGS OR WHERE REQUIRED TO CONFORM TO FIRE RATING REGULATIONS OF THE LOCAL BUILDING AUTHORITY, PROVIDE HOLD DOWN CLIPS FOR CEILING TILE OR ANY OTHER ACCESSORIES REQUIRED FOR A COMPLETE FIRE -RATED INSTALLATION. E. INSTALLATION OF CEILING SHALL BE THE PATTERN INDICATED ON THE REFLECTED CEILING PLAN AND SHALL COORDINATE WITH MECHANICAL, ELECTRICAL AND SPRINKLER SYSTEM REQUIREMENTS. F. HANG ALL SUPPORTED ITEMS WITH WIRES OF SIZE AND SPACING TO SUPPORT THE CEILING SYSTEM AND ALL OTHER WORK. IN NO CASE SHALL HANGER WIRES BE MORE THAN 4'-0" O.C. DO NOT SUSPEND WIRES FROM DUCTWORK, SPRINKLER, OR OTHER PIPING, OR METAL DECK ABOVE. ANCHOR SECURELY TO STRUCTURE ABOVE. USE "TRAPEZE" SUPPORTS ANCHORED TO STRUCTURE ABOVE, TO SUPPORT HANGER WIRES BELOW LARGE DUCTWORK, ETC. WHERE ELECTRICAL FIXTURES ARE SHOWN TO BE SUPPORTED BY A POWER TRACK, THE TRACK SHALL BE SUPPORTED BY Y4" ROUND RODS. THE CEILING INSTALLER SHALL INSTALL FOUR (4) HANGER WIRES (ONE IN EACH CORNER) AT EACH FLUORESCENT FIXTURE, AS LOCATED ON THE REFLECTED CEILING PLAN. 9.03 CERAMIC TILE A. SECTION REQUIREMENTS 1. SUBMIT PRODUCT DATA AND MATERIAL SAMPLES. 2. FOR TILE INSTALLED ON WALKWAY SURFACES, PROVIDE PRODUCTS WITH STATIC COEFFICIENTS OF FRICTION OF MINIMUM 0.6 FOR LEVEL SURFACES AND STEP TREADS, AND OF OF MINIMUM 0.8 FOR RAMP SURFACES, AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER ASTM C 1028. B. CERAMIC TILE PRODUCTS C. D. 1. CERAMIC TILE THAT COMPLIES WITH STANDARD GRADE REQUIREMENTS OF ANSI A137.1, "SPECIFICATIONS FOR CERAMIC TILE." 2. TILE TRIM UNITS THAT MATCH CHARACTERISTICS OF ADJOINING FLAT TILE. 3. TILES MOUNTED, BY MANUFACTURER'S STANDARD METHOD, INTO SHEETS, UNLESS OTHERWISE SPECIFIED, AND GROUTED WITH SILICONE RUBBER GROUT COMPLYING WITH ANSI Al 18.6, WHERE INDICATED. CERAMIC TILE -SETTING AND -GROUTING MATERIALS 1. MATERIALS COMPLYING WITH ANSI STANDARDS. ACCESSORIES 1. SETTING -BED ACCESSORIES COMPLYING WITH ANSI Al 08.1 A AND AS FOLLOWS: a. CLEAVAGE MEMBRANE: ASPHALT FELT, ASTM D 226, TYPE I (NO. 15) OR POLYETHYLENE SHEETING ASTM D 4397, 4.0 MILS (0.1 MM) THICK. b. REINFORCING WIRE FABRIC: GALVANIZED, WELDED WIRE FABRIC, 2 BY 2 INCHES (50.8 BY 50.8 MM) BY 0.062 -INCH (1.57 -MM) DIAMETER; COMPLY WITH ASTM A 185 AND ASTM A 82, EXCEPT FOR MINIMUM WIRE SIZE. E. INSTALLATION 1. COMPLY WITH PARTS OF ANSI A108 SERIES OF TILE INSTALLATION STANDARDS IN "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO METHODS INDICATED. 2. COMPLY WITH TCNA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION." 3. AT WET LOCATIONS, AND WHERE INDICATED, PROVIDE CEMENTITIOUS BACKER BOARD AND TREAT JOINTS TO COMPLY WITH ANSI Al 08.1 1. 4. LAY TILE IN GRID PATTERN, UNLESS OTHERWISE INDICATED. ALIGN JOINTS WHERE ADJOINING TILES ON FLOOR, BASE, WALLS, AND TRIM ARE THE SAME SIZE. 5. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT CUT EDGES OF TILE ABUTTING TRIM, FINISH, OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS. 9.04 PAINTING AND WALL COVERING A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND OPERATIONS NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. PRIMING UNPRIMED SURFACES TO BE PAINTED UNDER THIS SECTION. 2. PAINTING GYPSUM BOARD THAT WILL BE EXPOSED TO VIEW, EXCEPT WHERE OTHER FINISHES ARE REQUIRED. 3. FINISHING WOOD THAT WILL BE EXPOSED TO VIEW. 4. FINISH PAINTING OF SHOP PRIMED FERROUS METALS, SUCH AS HOLLOW METAL DOORS AND FRAMES, DOOR BUTTS AND MISCELLANEOUS FERROUS METALS. 5. PAINTING EXPOSED PIPES, CONDUIT AND OTHER MECHANICAL AND ELECTRICAL WORK IN ALL VISIBLE LOCATIONS, EXCEPT FACTORY FINISHED SURFACES. 6. INCIDENTAL PAINTING AND TOUCHING UP AS REQUIRED TO PRODUCE PROPER FINISH FOR ALL PAINTED SURFACES, INCLUDING FACTORY PAINTED ITEMS. B. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, REGARDING APPLICATION OF MATERIAL AND PREPARATION OF SURFACES. C. PUT SUBSTRATE SURFACES IN PROPER CONDITION BY CLEANING, SANDING AND PUTTYING. PAINTING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF UNSUITABLE SUBSTRATE, OR ASSUME THE RESPONSIBILITY FOR CORRECTING ANY UNSATISFACTORY FINISHES RESULTING. DO NOT LEAVE RUNS, DRIPS, ETC. SAND BETWEEN ALL COATS OF PAINT ON WOODWORK. D. PAINTS: COMMERCIAL GRADE, AS INDICATED ON THE FINISH SCHEDULE. *APPLY ADDITIONAL TOPCOATS BEYOND THE MINIMUM SPECIFIED BELOW AS REQUIRED TO PROVIDE ADEQUATE EVEN AND UNIFORM COVERAGE.* E. SCHEDULE: FERROUS METAL FIRST COAT: ENAMEL LATEX PRIMER SECOND COAT: ENAMEL LATEX THIRD COAT: ENAMEL LATEX EXPOSED GYP. BD. FIRST COAT: LATEX PRIMER SECOND COAT: LATEX UNLESS NOTED OTHERWISE THIRD COAT: LATEX UNLESS NOTED OTHERWISE WOOD TRIM FIRST COAT: INTERIOR TRIM PRIMER SECOND COAT: ENAMEL LATEX UNLESS NOTED OTHERWISE THIRD COAT: ENAMEL LATEX UNLESS NOTED OTHERWISE F. WORK SHALL BE DONE BY SKILLED MECHANICS IN WORKMANLIKE MANNER, UNDER FAVORABLE CONDITIONS. MIXING, THINNING AND APPLICATION OF MATERIALS SHALL BE DONE ACCORDING TO MANUFACTURER'S DIRECTIONS. TINTING AND MATCHING OF COLORS TO THE SATISFACTION OF OWNER. PAINT SHALL BE THOROUGHLY MIXED BY STIRRING AND BOXING WHICH SHALL BE APPLIED EVENLY AND WITHOUT DEFECTS. G. AFTER COMPLETION OF WORK, CONTRACTOR AND OWNER SHALL MAKE DETAILED INSPECTION OF WORK. REFINISH ALL DISFIGURED PORTIONS TO PRODUCE AN ACCEPTABLE LIKE NEW FINISH. REMOVE ALL SPATTERING OF PAINT FROM ADJOINING WORK. DIVISION 10 - SPECIALTIES - NONE DIVISION 11 - EQUIPMENT - NONE DIVISION 12 - FURNISHINGS - NONE DIVISION 13 - SPECIAL CONDITIONS - NONE DIVISION 14 - CONVEYING SYSTEMS - NONE DIVISION 15 - MECHANICAL SYSTEMS - SEE MECHANICAL SHEETS (WHERE APPLICABLE) DIVISION 16 - ELECTRICAL SYSTEMS - SEE ELECTRICAL SHEETS (WHERE APPLICABLE) RECEIVED CITY OF TUKWILA DEC 1 9 2016 PERMIT CENTER , frhol .Ll • 4,. ov vv M MO (74 I\ vv M M LTJ Ll.i Of a N WLQ 1-- M. E. P. Engineer, ACERTUS CONSULTING GROUP, LLC 14817 West 951h Street 0 Lenexa, Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT I5 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT I5 NOT TRANSFERABLE. 1111 RECIPIENT OF THIS DOCUMENT 15 HEREBY ADVISED THAT IT I5 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT I5 FOR DESIGN INTENT ANO INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITI0115 OF THE SUBJECTPROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES No WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAIN5T EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED A5 A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERAWNATION OF WORK PERFORMED IN CONJUNCTION WITHTHIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 SHEET TITLE: SPECIFICATIONS PROJECT NO.: SHEET NUMBER: N BY: 12/1 D C2.0 I. ALL EGRESS HARDWARE SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL 8. ALL HARDWARE FINISHES SHALL BE BHMA 630 (SATIN STAINLESS STEEL) FINISH OR EQUIVALENT KNOWLEDGE OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING U.N.O. DEVICES REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 9. ALL HARDWARE SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. 2. THE OPENING FORCE FOR INTERIOR SIDE -SWINGING DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5 LB. FORCE. FOR OTHER SIDE -SWINGING, SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 5 LB. FORCE. THE DOOR SHALL BE SET IN APPROVED HARDWARE MANUFACTURERS: MOTION WHEN SUBJECTED TO A 30 LB. FORCE. THE DOOR SHALL SWING TO A FULL -OPEN LANDLORD NOTE: GROUP 1 - EACH TO RECEIVE: (STOREFRONT) GROUP 4 - (SERVICE DOOR) DOOR CLOSERS WITH HOLD OPENS MUST BE FULLY CONCEALED - NO VISIBLE HOLD OPENS - DORMA BTS 80 OR SIMILAR (IF NOT ALREADY EXISTING) 1 EA. DOUBLE KEYED DEAD BOLT CYLINDER LOCK INTO FLOOR PIN SLEEVE #5 U -CHANGE 2 EA. OFFSET FLOOR PIVOT RECESSED (HEAVY DUTY, AS APPROPRIATE FOR DOORS 1 EA. SELF -LATCHING DETEX PUSH BAR PANIC HDWE (V40) AND EAX-500 EXIT ALARM SPECIFIED IN ACCORDANCE WITH PIVOT HARDWARE MANUFACTURER'S WITH INTERIOR "BEST" (OR EQ.) CYLINDER LOCK ON ALARM (EXIST.) SPECIFICATIONS.) 1 EA. DOOR CLOSER - 4040 LCN (EXIST.) 2 EA. OFFSET HEAD PATCH PIVOT HINGES (HEAVY DUTY, AS APPROPRIATE FOR DOORS 1Y2 PR. NRP BALL BEARING HINGES, 4Y2"x4Y2'/WITH SAFETY STUD SPECIFIED IN ACCORDANCE WITH PIVOT HARDWARE MANUFACTURER'S 1 EA. STRIKE GUARD SPECIFICATIONS.) 1 EA. PEEP HOLE MOUNTED AT 4'-8" A.F.F. (EXIST.) POSITION WHEN SUBJECTED TO A 15 LB. FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE. • RE-KEYABLE CYLINDERS: SECURITY SOLUTIONS "U -CHANGE" (NO SUBSTITUTIONS, U.N.O.) 3. HORIZONTAL SLIDING OR VERTICAL SECURITY GRILLES WHERE USED AT THE MAIN EXIT SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT • LEVERSETS AND LOCKSETS: SCHLAGE, YALE, CORBIN RUSSWIN, SARGENT, BEST DURING PERIODS THAT THE SPACE IS OCCUPIED. THE GRILLE SHALL REMAIN SECURED IN THE • PUSH PLATES AND PULL HANDLES, KICK PLATES, FLUSH BOLTS: ROCKWOOD, BALDWIN, IVES ADJACENT TO THE GRILLE, THERE SHALL BE A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT • PANIC DEVICES: DETEX LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS: "THIS FULL -OPEN POSITION DURING THE PERIOD OF OCCUPANCY BY THE GENERAL PUBLIC. ON OR// DOOR TO REMAIN OPEN WHEN THE BUILDING IS OCCUPIED." • BUTT HINGES: HAGER, MCKINNEY, STANLEY EGRESS DOOR OPERATING HARDWARE SHALL BE ACCESSIBILITY -COMPLIANT AND MOUNTED BETWEEN 2'-10" AND 4'-0" A.F.F. TO CENTERLINE (DOOR HANDLES, PUSH PLATES AND PULLS • CLOSERS: LCN, NORTON, YALE (WITH MATCHING COVERS) SHALL BE MOUNTED 3'-3" A.F.F. TO THE CENTERLINE, U.N.O.). • STOPS AND HOLD -OPEN DEVICES: IVES, GYLNN-JOHNSON 5. PROVIDE UL -TESTED AND LISTED HARDWARE FOR INSTALLATION WITHIN FIRE -RATED �� ASSEMBLIES. • THRESHOLDS: NATIONAL GUARD, PEMKO, ZERO l/y 1/140.4(1141u 1'n 6. FURNISH ALL HARDWARE AS SPECIFIED IN THE HARDWARE GROUP AND AS NECESSARY TO • SEALS AND WEATHERSTRIP: ZERO, REESE, PEMKO RESULT IN A COMPLETE INSTALLATION. 7. SIZE AND MOUNT HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS; REINFORCE THE MOUNTING SUBSTRATE AS REQUIRED FOR PROPER INSTALLATION. /\- - 2 SETS 12" LONG 'C' SHAPED ACCESSIBLE DOOR PULLS ri // / \ SEE DETAILS \ \ \\ I ' , SEE SCHEDULE 2 EA. 3'-0" HIGH S.S. KICK PLATE (EACH SIDE) - ROCKWOOD 2 SETS RECESSED FLOOR BOLT RECEIVERS (SEE STOREFRONT PLAN) 1 EA. FLOOR STOP GROUP 2 - EACH TO RECEIVE: (TOILET) GROUP 5 - EACH TO RECEIVE: (CORRIDOR) \ / / / / (IF NOT ALREADY EXISTING ) 1 SET PUSH PLATES PULL HANDLES 1 EA. PRIVACY LATCHSET WITH LEVER HANDLES (EXIST.) 1 EA. DOOR CLOSER - 4040 LCN 1Y2 P. HINGES, 4Y2 x4Y2 (EXIST.) 1Y PR. BALL BEARING HINGES, 4)/2"x4)/2"4. 1 EA. WALL STOP 1 EA. FLOOR STOP \/' // I SEE DETAILS SEE 1 EA. COAT HOOK 1 EA. 3'-0" HIGH S.S. KICK PLATE (PUSH SIDE) - ROCKWOOD (SCHEDULE GROUP 3 - EACH TO RECEIVE: (STOCK ROOM) NOTES: A 1 B 1 (IF NOT ALREADY EXISTING) 1 SET PUSH PLATES/PULL HANDLES (EXIST.) 1 EA. DOOR CLOSER - 4040 LCN (EXIST.) 1Y2 PR. BALL BEARING HINGES, 4Y2"x4Y2" (EXIST.) 1 EA. FLOOR STOP 1 EA. 3'-0" HIGH S.S. KICK PLATE (PUSH SIDE) - ROCKWOOD 1. ALL KEYED CYLINDERS WILL BE OWNER FURNISHED, CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE. REAR SERVICE DOOR CYLINDER SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 2. #5 U -CHANGE CYLINDER ONLY ON FRONT ROLLING GRILLES, GLASS DOORS AND REMOTE STORAGE DOORS. 3. REMOVE EXISTING EXTRANEOUS HARDWARE AND PATCH DOOR FINISH AS REQUIRED AT EXISTING DOOR. DOOR HARDWARE NOTES DOOR TYPES/HARDWARE SCHEDULE / DOOR FRAME HDWE. REMARKS 1 'X' NUMBER LOCATION DOOR SIZE MAT'L. FINISH TYPE MAT'L. FINISH DETAIL GROUP SUPP. BY INST. BY GYP. BD. PARTITION %8' E GYP. BD. STUDS. 2x FRT WOOD BLKG. O MAIN ENTRY PR. 3' -0"x9' -0"x%" TEMP. GLASS (MTL2) Al SEE A4 SHEETS SEE A4 SHEETS SEE A4 SHEETS 1 G.C. G.C. ALL EXPOSED GLASS EDGES TO BE POLISHED. BOTTOM RAIL TO BE 10" HIGH. © TOILET 3' -0"x6' -8"x13/4" (EXIST.) (EXIST.) fjor Gr B1 (EXIST.) (EXIST.) PT1 (EXIST.) 2 (EXIST.) (EXIST.) PROVIDE TOILET ROOM ACCESSIBLE SIGNAGE - SEE DETAIL ON SHEET METAL STUDS W/ STIFFENER KNOCK H.M. DOOR SEE NOTE 2 SEE NOTE 2 CI.2 © TOILET 3'-0"xb'-8"X13/4" (EXIST.) (EXIST.) f gi olrfl' Cr ( (EXIST.)(EXIST.) PT1 (EXIST.) 2 (EXIST.) (EXIST.) PROVIDE TOILET ROOM ACCESSIBLE SIGNAGE - SEE DETAIL ON SHEET SEENOTE2 SEENOTE2 C1.2 O STOCKROOM 3' -0"x6' -8"x13/4" (EXIST.) (EXIST.) PT1 B1 (EXIST.) (EXIST.) PT1 (EXIST.) 3 (EXIST.) XIST.) �� ,: ... �� SEE NOTE 2 SEENOTE2 •::; -DOWN FRAME INSTALL (3) MTL. JAMB ANCHORS AND ONE © REAR EXIT � " � IE s FI ) 3 -0 x7 -0 xl /4 (EXIST.(EXIST.)(EXIST.) (EXIST.) SEE NOTE 1 61 (EXIST.)SEE SEEEXIST. NOTE 1 (EXIST.) 4 (EXIST.) PROVIDE SIGN STATING STORE NAME AND # PER MALL CRITERIA -� cm 1 T� ��` Y 1 NOTE 2 SEE NOTE 2 \ I I FLOOR CLIP 6 CORRIDOR 3' -0"x6' -8"x13/4" H.M. PT1 B1 H.M. PT1 9 C3.0 / 5 G.C. G.C. �� _�� (1 WOOD FRAME & TRIM EQ. Y2�• EQ. -��` A 2" DOOR. SEE DOOR SCHEDULE NOTE: HEAD DETAIL SIMILAR NOTES: ;� DOOR/ 1. DOOR AND FRAME SURFACES FACING THE STOCK ROOM/CORRIDOR TO BE PAINTED PTI. DOOR AND FRAME SURFACES FACING THE SERVICE CORRIDOR OR EXTERIOR TO BE PAINTED TO MATCH LANDLORD STANDARD FINISH. 2. REFER TO HARDWARE GROUP FOR NEW WORK REQUIRED. i WOOD NOTE: HEAD DETAIL SIMILAR / III 10 DOOR FRAME DETAIL 9 DOOR FRAME DETAIL DOOR SCHEDULE SCALE 3" = 1'-0" SCALE: 3" = 1'-0" BUILD -A -BEAR WORKSHOP ORDER INSTRUCTIONS & PRICING TO ENSURE THAT THE PAINT IS THE CORRECT PRODUCT AND COLOR, BUILD -A -BEAR REQUIRES THAT ALL ORDERS MUST BE PLACED THROUGH BENJAMIN MOORE'S NATIONAL ACCOUNTS PROGRAM. THIS CENTRALIZED ORDERING PROGRAM IS DESIGNED TO ASSURE BUILD -A -BEAR THAT BENJAMIN MOORE PRODUCTS WILL BE READILY AVAILABLE ON SPEC AND ON TIME WITH CONSISTENT PRICING UTILIZING 5,000+ LOCALLY -OWNED BENJAMIN MOORE RETAIL AND COMMERCIAL OUTLETS THROUGHOUT NORTH AMERICA. FINISH SCHEDULE NOTES 1. ALL FLOOR FINISHES AND FLOOR COVERINGS SHALL COMPLY WITH IBC SECTION 804.4. 5. WHEN PRODUCT DATA IS READILY AVAILABLE, FLOOR FINISHES SHALL HAVE A MINIMUM 0.5 STATIC COEFFICIENT OF FRICTION AS RECOMMENDED BY OSHA, THE ACCESSIBLE ROUTE SHALL 2. THE SMOKE DEVELOPMENT RATING FOR ALL FINISHES SHALL BE LESS THAN 450 IN ACCORDANCE HAVE A MINIMUM 0.6 COEFFICIENT, AND RAMPS SHALL HAVE A MINIMUM 0.8 COEFFICIENT AS WITH IBC SECTION 803.1. RECOMMENDED BY THE ATBCB (ACCESS BOARD). 3. ALL WALL AND CEILING FINISHES SHALL MEET OR EXCEED CLASS 'B' RATING IN ACCORDANCE 6. ALL PAINTED SOFFIT AND CEILING SURFACES (INCLUDING ACCESS PANELS) SHALL RECEIVE WITH IBC TABLE 803.9. EGG -SHELL FINISH U.N.O. - ALL PAINTED WALL, DOOR AND DOOR FRAME SURFACES SHALL RECEIVE EGG -SHELL FINISH U.N.O. - WATER-BASED EPDXY PAINT FINISH IS TO BE USED ON ALL 4. INTERIOR TRIM NOT IN EXCESS OF 10% OF THE AGGREGATE SURFACE AREA SHALL BE MINIMUM TOILET WALLS, U.N.O. CLASS 'C' IN ACCORDANCE WITH IBC SECTION 806.5. ITEM NO. DESCRIPTION FINISH MANUFACTURER SUPP. BY INST. BY REMARKS ACT1 2x4 ACOUSTIC REVEAL (BEVELED) EDGE CEILING TILE FOR SALES AREA SAND MICRO #SMCL-224 2' -0"x4' -0"x3/4" WITH SUSP'N SYSTEM BY DONN OR EQ. (WHITE) -PRS-SCORED TO GIVE 2x2 APPEARANCE CERTAINTEED G.C. G.C. WITH "HOLD-DOWN" CLIPS - 1 HOUR RATED IF REQUIRED BY CODE (SEE A2.0 FOR RATING REQ'TS) BUILD -A -BEAR BENJAMIN MOORE PAINT PRICING* CGI CORNERGUARD 3/4"X3/4'X48" SNOW WHITE: VBG -01-B JOHNSONITE OWNER G.C. PEEL AND STICK ADHESIVE ON BACKSIDE OF CORNER GUARD BENJAMIN MOORE PRODUCT & FINISH COLOR GAL. 5/GAL. 526 REGAL INTERIOR EGG -SHELL EVENING WHITE 907 $40.90 $203.46 CG2 CORNERGUARD 3/4'X3/4'X48" LAZULI: VBG -191-B JOHNSONITE OWNER G.C. 526 REGAL INTERIOR EGG -SHELL EVENING BLUE 2066-20 $40.90 $203.46 'PRICES SUBJECT TO CHANGE CT1 CERAMIC TILE - SEE DETAILS FOR SIZES URBAN TONES COLOR: BISCUIT AMERICAN OLEAN OWNER G.C. GROUT TO BE SUPPLIED BY G.C.: 3/6" WIDE #23 "ANTIQUE WHITE" SANDED GROUT AS MANUFACTURED BY LATICRETE, NO SUBSTITUTIONS ORDER INSTRUCTIONS FOR THIS PROJECT, PAINT MUST BE PURCHASED THROUGH BENJAMIN MOORE'S NATIONAL EPI 3/8' EDGE PROTECTION PROFILE BRUSHED STAINLESS STEEL SCHLUTER OWNER G.C. FBI 3" FIXTURE BASE MANDALAY MW -69-H COLOR: STERLING SILVER JOHNSONITE OWNER G.C. ONLY AT FIXTURES, ADHESIVE SUPPLIED BY G.C. ACCOUNTS PROGRAM. TO ORDER, PLEASE CONTACT THE BENJAMIN MOORE NATIONAL ACCOUNTS ORDER DEPARTMENT. THE ORDER WILL THEN BE FULFILLED BY YOUR LOCAL BENJAMIN MOORE DEALER. PLEASE PROVIDE THE FOLLOWING INFORMATION WHEN ORDERING: ACCOUNT # x ADDRESS x CELL PHONE NUMBER x STORE LOCATION x STORE NUMBER x PROJECT START DATE x PREFERRED BENJAMIN MOORE DEALER x PRODUCTS x COLORS 15 - -x FRP1 FIBER REINFORCED TOILET ROOM WALL PANELS STANDARD FRP WITH PEBBLE SURFACE COLOR: NATURAL ALMOND MARLITE G.C. G.C. SCALE: - SCALE: - MF1 MALL TILE / FLOORING AS INDICATED ON PLANS AND VERIFY IN FIELD VERIFY G.C. G.C. COORDINATE WITH MALL OPERATIONS MANAGER FOR TYPE AND PURCHASE AS NECESSARY MTL1 ACM PANELS POWDER COAT TO MATCH PT2 OWNER OWNER MTL2 20 GA. STOREFRONT BRAKE METAL BRUSHED STAINLESS STEEL FINISH OWNER OWNER PT1 PAINT REGAL INTERIOR PAINT COLOR: EVENING WHITE 907, EGG -SHELL BENJAMIN MOORE G.C. G.C. PT COLORS ARE AVAILABLE FROM BENJAMIN MOORE SUPPLIERS PER BUILD -A -BEAR WORKSHOP JOB PRICING PLEASE USE THESE NATIONAL NEGOTIATED PRICES ON THE SPECIFIED PRODUCTS WHEN BIDDING. THE SPECIFICATION IS CLOSED WITH NO SUBSTITUTIONS PT2 PAINT REGAL INTERIOR PAINT COLOR: EVENING BLUE 2066-20, EGG -SHELL BENJAMIN MOORE G.C. G.C. NATIONAL ACCOUNT FORMULA. SUBSTITUTIONS WILL NOT BE ACCEPTED. PT3 PAINT REGAL INTERIOR PAINT COLOR: SUPER WHITE PM -1, EGG -SHELL BENJAMIN MOORE G.C. G.C. TSI TRANSITION STRIP RRS-28-C MEDIUM GREY JOHNSONITE G.C. G.C. FIELD CUT TO FIT DOOR WIDTH ADHESIVE SUPPLIED BY G.C. TS2 TRANSITION STRIP CRS -28-B MEDIUM GRAY JOHNSONITE G.C. G.C. FIELD CUT TO FIT DOOR WIDTH ADHESIVE SUPPLIED BY G.C. TO ORDER CONTACT: BENJAMIN MOORE NATIONAL ACCOUNTS ORDER DEPT. PHONE: 877-623-8484 FAX: 862-432-4362 EMAIL: CCP@BENJAMINMOORE.COM OFFICE HOURS: TAM - 7PM ET VCT1 VINYL COMPOSITION TILE 12x12 COLOR #122 GLACIER MANNINGTON ESSENTIALS G.C. G.C. CLEAN AND APPLY FOUR COATS OF WAX PRIOR TO TURN -OVER -- ADHESIVE SUPPLIED BY G.C. VF1 VINYL FLOORING ID FREEDOM -FRE -P 4693 SEASONED OAK COLOR: WARM SILVER - 6"x48" PLANK JOHNSONITE OWNER G.C. ENCAPSEAL SLAB SEALER, FLOORING, AND ADHESIVE SUPPLIED BY OWNER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND SPECS. WB1 4Y2" WALL BASE MANDALAY MW -69-H COLOR: STERLING SILVER JOHNSONITE OWNER G.C. ADHESIVE SUPPLIER E1' E vED CITY OF TUKWILA WB2 4"VINYL COVE BASE - STOCK ROOM #71 STORM CLOUD JOHNSONITE G.C. G.C. DEC 1 9 2016 ' PERMIT CENTER FOR QUESTIONS, PLEASE CONTACT PAUL BALLAS AT 551-500-3201 so. 20 - 9 - PAINT ORDER INFORMATION FINISH SCHEDULE �4b I I2x; SCALE: - NOT ALL FINISHES MAY BE USED ON THIS PROJECT SCALE: - u'a oNtv M MO NN -4 -(7)t7 Z Lij ON 1- r Y � JY M a M P Fe up W N w j 00 0 �Z a N M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95111 Street 0 Lenexa, Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AceriusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT 15 NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION Of WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: 70 PROJECT TITLE; SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 No.Ls Revision Description Date SHEET TITLE: SCHEDULES AND DETAILS EJECT NO.: SHEET NUMBER: 16283 NBY: C3.O DATE: /14/16 NMI SCALE: - 13'-8" EXIST. FLUORESCENT STRIP LIGHT TO REMAIN SCALE: - EXIST. PAPER TOWEL DISPENSER, TOILET PAPER DISPENSER, AND SOAP DISPENSER TO BE REMOVED - SEE TOILET ELEVATIONS EXIST. FLUORESCENT STRIP LIGHT TO REMAIN EXIST. HIGH / LOW DRINKING FOUNTAIN TO REMAIN EXIST. VCT FLOORING AND VINYL BASE TO REMAIN - SEE SHEET A1.0 FOR NEW WORK REQUIRED - TYP. THE EXTENT OF DEMOLITION IS AS SHOWN ON DRAWINGS AND AS REQUIRED TO ALLOW FOR NEW WORK AS INDICATED WITHIN THESE DOCUMENTS. UPON COMPLETION OF DEMOLITION AND PRIOR TO NEW CONSTRUCTION, THE G.C. SHALL FIELD VERIFY DIMENSIONS SHOWN ON THIS PLAN, AS WELL AS CLEARANCES TO STRUCTURE ABOVE AND POTENTIAL OBSTRUCTIONS BELOW THE FLOOR STRUCTURE. THE G.C. SHALL NOTIFY THE OWNER'S CONSTRUCTION MANAGER AND/OR ARCHITECT SHOULD EXISTING CONDITIONS CONFLICT WITH PLANNED CONSTRUCTION, INCLUDING PROPOSED MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS. TAKE CARE DURING DEMOLITION TO ENSURE THAT ALL STRUCTURE REMAINING IS PROTECTED FROM DAMAGE. THE OWNER/ARCHITECT ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF STRUCTURES TO BE DEMOLISHED. ENSURE SAFE WORKING CONDITIONS FOR ALL PERSONS AROUND AREA OF DEMOLITION. CONDUCT ALL OPERATIONS IN SUCH A MANNER TO PREVENT INJURY TO ADJACENT TENANT SPACES, BUILDINGS, STRUCTURES, OTHER FACILITIES, AND PERSONS. REFER TO GENERAL NOTES ON TITLE SHEET C1.0 FOR CONSTRUCTION BARRICADE REQUIREMENTS. PROVIDE SHORING, BRACING, AND OTHER SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE TO BE DEMOLISHED, AND TO PROTECT REMAINING ADJACENT CONSTRUCTION. COMPLY WITH ALL LANDLORD'S CONSTRUCTION REQUIREMENTS DURING DEMOLITION PHASE. PROMPTLY REPAIR ANY AND ALL DAMAGE THAT MAY OCCUR TO ADJACENT CONSTRUCTION BY DEMOLITION OPERATIONS, AT THE GENERAL CONTRACTOR'S SOLE EXPENSE. PROTECT FIRE -PROOFING ON BUILDING STRUCTURAL MEMBERS FROM DAMAGE DURING CONSTRUCTION, PATCH AND REPAIR TO MAINTAIN PROTECTION RATING PRIOR TO COVER AND/OR PROJECT COMPLETION. GENERAL DEMOLITION NOTES 8. ALL EXISTING UTILITIES INDICATED TO REMAIN SHALL BE KEPT IN SERVICE AND PROTECTED FROM DAMAGE DURING DEMOLITION. DISCONNECT UTILITIES SERVING CONSTRUCTION TO BE DEMOLISHED PRIOR TO START OF WORK (COORDINATE WORK WITH LANDLORD). 9. REMOVE ALL EXISTING FLOORING MATERIALS DOWN TO CLEAN SLAB OR SUB -FLOOR U.N.O. FEATHER/PATCH SLAB AS NECESSARY TO ATTAIN SMOOTH/FLUSH FLOORING TRANSITIONS. REMOVE ALL EXISTING PARTITIONS, DOORS, AND RELATED ITEMS THROUGHOUT THE SPACE U.N.O. REMOVE ANY EXISTING FIXTURES, INCLUDING WALL CABINETS, SERVICE ISLAND, AND FLOOR FIXTURES U.N.O. 10. THE G.C. SHALL USE APPROVED METHOD TO CORE -DRILL OR SAW CUT PORTION OF EXISTING SLAB OR FLOOR AS NEEDED FOR INSTALLATION OF NEW PLUMBING, ELECTRICAL, AND COMMUNICATIONS. THE G.C. SHALL COORDINATE ANY SPECIAL PROCEDURES OR REQUIREMENTS WITH THE LANDLORD, SUCH AS X-RAY INVESTIGATION, PRIOR TO DEMOLITION OPERATIONS. 1 1. ON A DAILY BASIS AND AT THE COMPLETION OF DEMOLITION, THE SPACE SHALL BE CLEARED OF ALL DIRT AND DEBRIS, THEREBY RETURNING THE SPACE AND ADJACENT AREAS TO CLEAN AND SAFE WORKING CONDITIONS. 12. ALL ITEMS NOTED TO BE REMOVED SHALL BE DISPOSED OF OFF SITE IN A MANNER APPROVED BY MALL MANAGEMENT AND LOCAL GOVERNING REGULATIONS. COORDINATE AND PAY FOR ALL FEES AND SERVICES ASSOCIATED WITH THE HAULING AND DISPOSAL OF CONSTRUCTION DEBRIS. 13. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 14. COLUMN LINE DESIGNATIONS AS MAY BE SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY AND DO NOT NECESSARILY CORRESPOND WITH BASE BUILDING DESIGNATIONS. SCALE: - ADJACENT TENANT NOTES: 1. ALL EXISTING STOREFRONT FRAMING TO BE REMOVED - U.N.O. 2. G.C. TO REMOVE AND RELOCATE EXIST. CEILING / WALL MOUNTED FIRE ALARM HORN / STROBE AS NECESSARY EXIST. NEUTRAL PIER TO REMAIN - SEE STOREFRONT DETAILS EXIST. MOP SINK TO REMAIN EXIST. DOOR AND FRAME TO REMAIN - SEE DOOR SCHEDULE FOR HARDWARE MODIFICATIONS - TYP. 106'-10%8' %��.�Irr .� ��/�� r �� r /. �� .v .�� r �v� r �� .� �� r r ��.� /Irrrr ��.� r ��.�� / �� .� �� r ��/�� .► �� r �� .� r r //� .� rio /iii r,.,JiJ..,r,,..i/ ri iii/i ri iiJii i /iJJJ�iiiiiiJJ<� iiiiiJ�Ji iiiii�iJ< iiiii�iiu JJ</J<iiiiiJJ�J�iii� i�iJiliiiiJ�/J<iiiiiJJ�J�iiiiii�iiiii ��ii rill/.iJJ�iii i►iJ/iJJJ�iiiiii<�iiiiiiJJ<J�iiAm.:dr J�i MIAMI Ar iii ii�iJ�iiiiii r lir 107'-13/4" EXISTING FLOORING TO REMAIN EXISTING FLOORING TO BE REMOVED Air Al..4" %N//////// // ////////// //////// //// EXIST. METAL STUD AND GYP. BD. DEMISING PARTITION TO REMAIN - SEE SHEET A1.0 FOR NEW WORK REQUIRED TSFR. E.P, E.P. 13'-�4" L EXIST. ELECTRICAL EQUIPMENT TO REMAIN - SEE 'E' SHEETS EXIST. PARTITIONS TO REMAIN (SHOWN HATCHED) SEE SHEET A1.0 FOR NEW WORK REQUIRED - TYP. EXIST. WALL MOUNTED FA HORN / STROBE TO REMAIN DASHED LINES INDICATE EXIST. FIXTURES AND CONSTRUCTION TO BE REMOVED - G.C. SHALL VERIFY EXIST. CONDITIONS FOR EXTENT OF WORK - TYP. REMOVE EXIST. TILE FLOORING AND RELATED MATERIALS TO CLEAN SLAB - PREP SLAB AS NEEDED FOR INSTALLATION OF NEW FINISHES MALL COMMON AREA F.4 U g:1-4 N LLL ov M MO N ("7: N N vv W u.3 O� aN U w EQ t— M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa, Kansas 66215 9 913 322 5150 0 F 913 322 5155 www.Ac ertusGroup.corn COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT 15 NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT R I5 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTRUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OB5GATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPEOFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF R5 RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED A5 A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: T8T!1 PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 /I//41 LEASE LINE - VERIFY LOCATION PRIOR TO START OF WORK - CRITICAL! EXIST. METAL STUD AND GYP. BD. CORRIDOR PARTITION TO REMAIN - SEE SHEET A1.0 FOR NEW WORK REQUIRED EXIST. VCT FLOORING AND VINYL BASE TO REMAIN - SEE SHEET A1.0 FOR NEW WORK REQUIRED - TYP. ELEVATOR EQUIPMENT ROOM 1 EXIST. METAL STUD AND GYP. BD. DEMISING PARTITION TO REMAIN SEE SHEET A1.0 FOR NEW WORK REQUIRED Ar rill" 442:971VA14i _loom__ 1 b\h.. 1 1 ► AX\MIkWKW:r��N W\\\ 7►INX•W\ .�IN1 IMMIZ11\ \\MW\\\. �� \\h•�7t��\1101M � MMA \ ofictok�7t��k��.�w NISIM100111\�Lt %1MIk\WIPZXNIZOMIL.\\MIgt ��0it�t�WIZONAN i : j EXIST. METAL STUD DEMISING PARTITION BY LANDLORD TO REMAIN - SEE SHEET A1.0 FOR NEW WORK REQUIRED REMOVE EXIST. STOREFRONT IN ITS ENTIRETY - G.C. TO FIELD VERIFY EXTENT OF WORK ELEVATOR 101%113/8" 121'-37/8' RECEIVED CITY OF TUKWILA ADJACENT TENANT DEC 1 9 2016 PERMIT CENTER EXISTING CONDITIONS PLAN SCALE: 1/4" = 11-0" D "I i'V°' ► ISI'N Date SHEET TITLE: EXISTING CONDITIONS PLAN PROJECT NO.: 16283 SHEET NUMBER: DRAWN BY: D 1 DATE: /14/16 . o USE MOISTURE -RESISTANT GYP. BD. TO HEIGHT OF 4'-0" IN ALL TOILETS, AROUND ALL MOP SINKS, EXTERIOR EXPOSURES, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE. TENANT STOREFRONT TO BE SELF -SUPPORTED AND SHALL ATTACH TO LANDLORD'S STRUCTURE FOR LATERAL SUPPORT ONLY. EXISTING ELECTRICAL EQUIPMENT TO BE REUSED SHALL BE PUT IN "LIKE -NEW" CONDITION. ALL MARKINGS AND LABELS NOT ORIGINALLY PROVIDED BY MANUFACTURER SHALL BE REMOVED. DAMAGED OR MISSING PANEL COVERS, BREAKERS, ETC. SHALL BE REMOVED AND REPLACED. CLEAN AND PAINT TRANSFORMERS, PANEL BOXES, AND COVERS AS NEEDED. REMOVED PANEL SCHEDULES AND REPLACE WITH NEW TYPEWRITTEN PANEL SCHEDULES. SCALE: - SCALE: - SCALE: - GENERAL NOTES SCALE: - EXIST. METAL STUD AND GYP. BD. CORRIDOR PARTITION - G.C. TO PATCH/REPAIR EXIST. GYP. BD. AT TENANT SIDE TO STRUCTURE ABOVE AS REQ'D. TO MAINTAIN RATED SEPARATION EXIST. GRAB BARS EXIST. WATER CLOSET EXIST. GRAB BARS SERVICE CORRIDOR 20 EXIST. MOP SINK /4 Or 00 0400 rO PI 1% 6t i iiAYiZAIiiiii IVIT iii�� i i ��riiiiiJ��iiiir/Pr ADJACENT TENANT EXIST. METAL STUD AND GYP. BD. DEMISING PARTITION - G.C. TO PATCH/REPAIR EXIST. GYP. BD. AT TENANT SIDE TO STRUCTURE ABOVE AS REQ'D. TO MAINTAIN RATED SEPARATION TOILET EXISTING WATERPROOFING AND FLOORING TO REMAIN EXIST. LAVATORY EXIST. HIIGH/LOW DRINKING FOUNTAIN TO REMAIN PROVIDE (1) 2A-10BC FIRE EXTINGUISHER AND BRACKET - MOUNT HANDLE AT 4'-0" A.F.F. - COORDINATE WITH FIRE PROTECTION AUTHORITY FOR PLACEMENT OF EXTINGUISHER TOILET ADJACENT TENANT EXIST. METAL STUD AND GYP. BD. DEMISING PARTITION - G.C. TO PATCH/REPAIR EXIST. GYP. BD. AT TENANT SIDE TO STRUCTURE ABOVE AS REQ'D. TO MAINTAIN RATED SEPARATION '-2%4"± EE 75'-10" (HOLD) (HOLD) 1' -0'1 -Th 3'-0" 7/a" (HOLD) �;;� ;;ifr4r :,ss- ; 4 =Cr r Ail= :;ass;- - AV A-VIVIiil��iiiI:PIAv 41,21vA0ZI AZTZ AIAZ rA� ii=r A fii"VZ r ii i� r'MIA ii��iiiii��Aiiii AvA4;5=V viZTAT iT TEL./DATA BOARD ON GYP. BD. WITH BTTM. EDGE TIGHT TO FLOOR FOR SERVER CABINET & TEL. PANEL (PAINT PT1) - PHONE EQUIP. TO BE LOCATED DIRECTLY ABOVE CPU RACK. - SEE 'E' SHEETS Ar Ar /// ///f/ SIM. TEL.PNL. w Z 0 = J SALES AREA ELECTRICAL EQUIPMENT - SEE 'E' SHEETS STOCK ROOM EXIST. METAL STUD AND GYP. BD. CORRIDOR PARTITION - G.C. TO PATCH/REPAIR EXIST. GYP. BD. AT TENANT SIDE TO STRUCTURE ABOVE AS REQ'D. TO MAINTAIN RATED SEPARATION ELEVATOR EQUIPMENT ROOM FLOOR PLAN SCALE: 1 /4" = 1'-0" ALIGN FLUSH PROVIDE (1) 2A-10BC FIRE EXTINGUISHER AND BRACKET - MOUNT HANDLE AT 4'-0" A.F.F. - COORDINATE WITH FIRE PROTECTION AUTHORITY FOR PLACEMENT OF EXTINGUISHER 7_w Arii��r%ii i i��i rem%..Nrb z—zzs. moi. ��e`►��z-z—zz. wzzz- zzat• --zzz zz., Nv .zzz. `z zzz zzz=-zzzzzz..--raz zz . -zzzz z�.vz �z z--zzzr,:m �itzzzzzzzzzzi��t��.��t�t��t�� L�►�t ��►�-v44° (HOLD) ELEVATOR EXIST. METAL STUD AND GYP. BD. DEMISING PARTITION - G.C. TO INSTALL %" TYPE 'X' GYP. BD. AT TENANT SIDE TO PROVIDE RATED TENANT SEPARATION Th 5# p—e otlbove ADJACENT TENANT NEUTRAL PIER BY G.C. - COORDINATE WITHI71, REPRESENTATIVE FO STANDARD FNMA( LEASE LINE IVD T KWILA DEC 1 2016 PERMIT CENTER NOTE: SEE ENLARGED DETAILS ON A4 SHEETS FOR STOREFRONT DIMENSIONS AND OTHER CRITICAL INFORMATION. MALL COMMON AREA n: a ov vv MCI N N N ver M M O� w U w w LL M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa. Kansas 66215 P 913 322 5150 0 9 913 322 5155 www.AcerlusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT 15 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN OROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT R 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. TI -51 RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF RS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 REVIEWED FOR CODE COMPLIANCE APPROVED Y 2017 City of Tukwila 1GJ RoPYcl Date SHEET TITLE: FLOOR PLAN PROJECT NO.: 16283 SHEET NUMBER: AWN BY: A UE 'TE: 12/ 16 .o • INSTALL OWNER SUPPLIED ENCAPSEAL SLAB SEALER PRIOR TO ALL FLOORING INSTALLATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. ▪ INSTALL OWNER SUPPLIED SALES FLOORING WITH RANDOM OFFSET POINTS NO LESS THAN 8", NO CUTS AT ANY JOINTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. • SALES FLOORING SHALL BE COVERED IMMEDIATELY FOLLOWING INSTALLATION TO PROTECT FROM DAMAGE. EXISTING VCT AND TILE FLOORING SPECIFIED TO REMAIN (IF APPLICABLE) SHALL BE CLEANED TO "LIKE -NEW" CONDITION. ▪ SEE ELEVATIONS FOR ADDITIONAL FINISH INFORMATION. SCALE: - SCALE: - SCALE: - GENERAL NOTES SCALE: - 20 EXIST. EXIST. VCT EXIST. VCT EXIST. METAL CORNER GUARDS TO REMAIN TOILET WALLS: (P.M ( t FLOOR: EXIST. SHEET VINYL BASE: EXIST. SHEET VINYL ��ishills► ar hills „o ieiii , Ari sills i iiiiii i shills i.' iiiiiii i iiiiii i iiiiiii i iIrWIAI i iiiiii i iiiiii� i iiiiiii i iiiiii i iiiiii� i iiiiiii .� iiiiioi iiiiii i iiiiiii Ir IIIPIr i iiiiii i iiiiiii .► iiiiiii i iiiiii i iiiiii.► i ilii �iiiiii�iii4 w , A�iiiiiii�i�ii iii��ii Asurow w4ii i�iIiii A Ar4v4�iiiiii�i�iiiIMIr Ar �iiiiAr Ar A iiiiii��iiiiiiiiiiii wwiiiArmAr A iii; ��iiiArAvAr �iiiiwIldrar '1 CG2 O��i�iiiiii��iiiiiiii<�iiiii�i��iiiiii�i�iiii EXIST. Ilip' , !!! ,I I, - - - - - - - - - - -VCT (VTI)2 T2 '(PT2) ' 5.0 ri PT2 6 TEL.PNL. J • .Ar Ar ///Jr/ Al/ /////0"Ar /////4,i�// EXIST. METAL CORNER GUARD TO REMAIN FLOOR PLAN SCALE: 1 /4" = 1'-0" i DASHED LINES INDICATE BOUNDARY OF AREA TO BE PATCHED TO MATCH SURROUNDING CONSTRUCTION STOCK ROOM WALLS: (PT3) FLOOR: EXIST. VCT/(VCT1) BASE: EXIST. VB/(WB2) CG1 IF NOT EXIST. EXIST. i/ VCT J/(VCT1) I / / A iii ��Ir Ilr��Iriiiii CGCG2 - FROM 4'-(" A.F.F. L TO TOP OF FIXTURE _ lh - SALES AREA - - - - - WALLS: (PT1) U.N.O. - - - - FLOOR: (VF1) - BASE: (WB1), (FBI) AT ALL FIXTURES - - - - 1 1 ill 111111 -CG2 - FROM 4'-0" A.F.F. ' CG2 - - - - TO TOP OF FIXTURE - CORNER GUARD - SEE - - - - - - - - - - - - - - - - -CG2 11 FINISH SCHEDULE - - - - - '� � � TYP. WHERE SHOWN - - - - 1L EXIST MALL FLOORING (MTL1 111. 110110110111011011\1114. 111:16.11101.11011.116. IlKelk11011.N10116. NOTE: SEE ELEVATIONS FOR ADDITIONAL FINISH INFORMATION RECEIVED CITY OF TUKWILA DEC 192016 PERMIT CENTER 0 M N N. M z 0 w w w 1- FACSIMILE: 314.721.0344 M. E. P. Engineers ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa, Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH 5251014 GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT 15 NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT'S TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT'S FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT COMMUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED A5 A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RENRN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 CODE COMPLIANCE APPROVED FEB Q 7 2017 City of Tukwila WILDING DIVISION ae SHEET TITLE: FINISH PLAN PROJECT NO.: SHEET NUMBER: A 1 . 1 ACOUST. TILE CEILING (ACT1) CENTERLINE OF BOX BEAM ABOVE O.F.C.I. WIRE GRID - SEE DETAIL 14/A5.0 GYP. BD. SOFFIT AT 101-6" A.F.F. - (PT2) NOTE: 3'-6" ! EQ. TRACK LIGHTING IS NOT VISIBLE FROM MALL COMMON AREA. VIEW OF LIGHTING IS OBSTRUCTED BY METAL ON STOREFRONT GLAZING, SEE SHEET A4.2 CRITICAL DIMENSION: 13'2" FROM FACE OF PLYWOOD TO FACE OF UPPER GLAZING CHANNEL BRUSHED S.S. GLAZING HEAD CHANNEL 8'-0" II EQ. III LOCATE SIGN TRANSFORMER AND DISCONNECT ABOVE ACOUSTICAL CEILING FOR ACCESS /A•• T• 3'-b" EQ. <� �> •\ i' \\ / 1 .0 W U ) .. • d • II • • DASHED LINE INDICATES FACE OF PLYWOOD ABOVE - SEE VERTICAL SECTIONS • • O.F.O.I. ILLUMINATED STOREFRONT SIGN - VERIFY MOUNTING REQUIREMENTS WITH SIGN MANUFACTURER AND LANDLORD - SIGN MANUFACTURER TO SUBMIT DRAWINGS FOR CITY AND LANDLORD APPROVAL GYP. BD. SOFFIT AT 10'-6" A.F.F. - (PT2) LEASE LINE NOTES: 1. SEE SHEET A4.0 FOR VERTICAL SECTION CUTS AT STOREFRONT ELEVATION. 2. COORDINATE SPRINKLER HEADS W/ ACCESS PANELS & LIGHT FIXTURES. EXTEND %a" TYPE 'X' GYP. BD. TO 6" ABOVE CLG. 3%"x20 GA. MTL. STUD KICKERS 48" O.C. MAX. ACOUSTIC TILE CEILING 5/8" TYPE 'X' GYP. BD. 3%"x20 GA. MTL. STUDS AT 16" O.C. MAX JOIN FRAMING WITH 18 GA. CONTINUOUS 2"x2" FRAMING ANGLE. SECURE TO FRAMING MEMBERS WITH #10 TEK SCREW AT EACH ANGLE LEG. /+ GYP. BD. & MTL. STUD PARTITION FROM FLOOR TO DECK ABOVE (WHERE OCCURS). ;o 1 SEE R.C.P. 1. AT SALES FLOOR, INSTALL TRACK LIGHT STRIPS OFFSET 2" HORIZONTALLY FROM CEILING GRID RUNNERS, EXCEPT WHERE SHOWN CENTERED IN TILE. 2. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE INFORMATION. 3. PROVIDE ACCESS PANELS IN HARD -SURFACE CEILINGS AS NECESSARY FOR ACCESS TO LANDLORD CONTROLS, VALVES, EQUIPMENT, ETC. COORDINATE LOCATIONS WITH MALL FACILITIES MANAGER 4. DASHED LINES INDICATE OUTLINES OF FIXTURES AT FLOOR BELOW. 5. ACOUSTICAL CEILING HEIGHTS INDICATED ARE TO THE BOTTOM FACE OF THE SUSPENSION GRID. 6. G.C. SHALL MAKE ALL FINAL ADJUSTMENTS TO LIGHT HEAD AIMING WITH DIRECTION OF OWNER'S REPRESENTATIVE ?mode I tsit'€- 1C(f fipt per /4C /613 5 ENLARGED REFLECTED CEILING PLAN SCALE: 1 /2" = 1'-0" 2 SOFFIT DETAIL GENERAL NOTES SCALE: 1-1/2" = 1'-0" ICC -ES REPORT #4943P & #4780 20 Fiii��.w4Cr' 7A erii r Zw EXIST. GYP. BD. CEILING AT 8'-0"± A.F.F. (PT3) RE -USE EXIST. STRIP FLUORESCENT LIGHT FIXTURE IN TOILET - CLEAN AND RE -LAMP AS REQUIRED - TYP. EXIST. GYP. BD. CEILING AT 8'-0"± A.F.F. (PT3) EXIST. GYP. BD. CEILING EXIST. LIGHT FIXTURES TO REMAIN - CLEAN AND RE -LAMP AS REQUIRED - TYP. O.F.C.I. SPEAKER - TYP. GYP. BD. SOFFIT AT 8'-6" A.F.F. (PT2) NOTE: COORDINATE EXACT GRID LOCATION TO MINIMIZE CONFLICT WITH EXISTING SPRINKLER HEADS TO REMAIN NOTE: SEE ENLARGED DETAILS ON A4 SHEETS FOR STOREFRONT DIMENSIONS AND OTHER CRITICAL INFORMATION LEASE LINE r r ri�vAr`►rr i _ Ar Air Arr rir rirrr r"rir, r"" Aararer"rA =r EXIST. ACT CEILING AT 1 1'-0"± A.F.F. TO REMAIN - REPLACE DAMAGED TILES AS NECESSARY TO MATCH EXISTING ,r ArrAor .4r II I II �� J EXIST. ACT CEILING AT 1 1'-0Y2"± A.F.F. TO REMAIN - REPLACE DAMAGED TILES AS NECESSARY TO MATCH EXISTING war- irA.,-;.."., Aii .... z:: iiiiiiiiiiiiiiiiiiiiiiiimplu imi imminial 1111111111 ::: •©o•0 I I IMEE immeRNI I�.I —T— ^ I I l iIOIINIIMIIBNIMIIIIIIIIIIINIIIIIII I I•"�\` •1 ACT1 CEILING AT 11'-0" 1 6 , •m — A.F.F.Mai , (SEE DETAIL 16/A5.0) 11111111111111111111 I . 2.0 EllnIMMIF M11111111111111111111 . . ill 1 1 I I n ] / 11111111611111.1 I I I I I I s--'' .-'1 tI - - 11111111111111 i REFLECTED CEILING PLAN aril i ACriiiri1 Cf: ri r2F r i ArgrAirAwAsrAmj ii� aakt�taaaaaai�i'aaaaa 11111111111111111170 111111111111E1111111111 'VClilla'Yr a aa'ii►�'�Y►�Y►�+1�s1►�riv�+i+Efril�iiviV��+i�`�i•+IC1►'�V� �'�.v��.++i►►�C► i`�� '��i°.��ilvl�i:�i'�i►r►� �'i►��►�S.�aa� a� aa�vi►'�.�11+.�i. +l►� '�il�i►v !Cil�i�� '�►v�W."+>li►aaa�.� a� av`'vL`irE►�i,�+,�v► i►��v.:i�v��i,.•T�yL,��ir.��v1►►1►�►��,1� ,+it,+71�L�•..a"�°�+��ff!,� a111111111111 s : aaaaa �'taa aaa��a�`aaaaaa_\"\aaaaaaa aa`�aa��aaa��ar`aaaaaa`\ ►\aaaaaa__►_`►aaa��aa�►�a aa�aaa_\�a\aaaaaa_t_`, Itt 141 Ivb aaaaaa_\�I►aaaaaaaaata\`�aaaaaar\ DASHED LINES INDICATE BOUNDARY OF CEILING TO BE PATCHED TO MATCH SURROUNDING CONSTRUCTION GYP. BD. SOFFIT AT 8'-6" A.F.F. (PT2) REFER TO GENERAL NOTE #1, THIS SHEET - TYP. �I.�:av�+r►ica °Rr,�R�BrBCf►►"�i�i►►i► a +=aaa a '"'Z-Zaaa a asVI L eWeer r a F-0 U N 1 155 OLIVETTE EXECUTIVE PARKWAY SAINT LOUIS, MISSOURI 63132 M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa, Kansas 66215 P 913322 5150 0 F 913 322 5155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT R 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDMON5: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WRH THIS PROJECT. REUSE OF ANY 5051510N OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE ORUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, R5 CONSULTANTS, ANY OF RS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 16 DOWN LI �Y � SCALE: 3/8" = 1'-0" No.,L Revision Description Date SHEET TITLE: REFLECTED CEILING PLAN PROJECT NO.: 16283 N BY: UrTE 1 4/16 SHEET NUMBER: A2.0 .S • \ ,A=- "oho . 'k \�• \ I 1 '-7%ia'I �, I v • 60'-0" ----- \ • 1'-7/" TO WALL,— • T li---\ 1 \ F- l , 11 —"�,9 �I_ I \I i 1 1 1 i 1 1 1 _( 1 I 1 o 1 I-4" I g u —3/ rl� p 1 (1\ $ II' -63/3" '-63/8" 1 -b/e � 1I , S n ^ 0 •3 '%-v I .I' /—� ! /) _. \� ` , RECEI ED 1 � p �- ► `` --DEC 1%9 2016 A 1 I\ I ..--- -- 1 I �- PERMIT CENTS I I _ �:f . --h.o, � I I \^ s { L eWeer r a F-0 U N 1 155 OLIVETTE EXECUTIVE PARKWAY SAINT LOUIS, MISSOURI 63132 M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa, Kansas 66215 P 913322 5150 0 F 913 322 5155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT R 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDMON5: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WRH THIS PROJECT. REUSE OF ANY 5051510N OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE ORUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, R5 CONSULTANTS, ANY OF RS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 16 DOWN LI �Y � SCALE: 3/8" = 1'-0" No.,L Revision Description Date SHEET TITLE: REFLECTED CEILING PLAN PROJECT NO.: 16283 N BY: UrTE 1 4/16 SHEET NUMBER: A2.0 • pi4 U N ov vv M NN vNI' M M di di ON 1- M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa, Kansas 66215 P 913 322 5150 0 F913 322 5155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT MIS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF 71-11 DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDMON5. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MACES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTMES, VENDORS, OR CONTRACTORS, FOR ANY L055 INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: C410T1.311P JIRCHITEGY PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 APPROVED FEB 07 2017 Clay of T'UEkwiIF BUILDING DIV S No.z Revision Description Date SHEET TITLE: INTERIOR ELEVATIONS PROJECT NO.: SHEET NUMBER: 3.0 PAINT WALL (PT2) "DISCOVER" 'TAKE O.F.C.I. DRESS FIXTURE O.F.C.I. GRAPHIC O.F.C.I. -ME -HOME" SOFFIT GRAPHICS -ME 11.2.11,-7x• HEADER TYP. O.F.C.I. "BABW O.F.C.I. BABW LOGO - dr FOUNDATION" SIGNAGE '-l'>/ / O.F.C.I. "IMAGINE" 2'-l0ya' t'-2" O.F.C.I. DRESS -ME FIXTURE GRAPHIC / END PANEL - TYP. PAINT WALL (PT1) ! �, r;�! r•f <f EQ. EQ. L agiZo`' C`�b \ 4 / / .1' �-, N �. cif rl e �Ij _ r , Yd�.1 EQ. -� EQ. !. 1'-11"1 11'-11" / PAINT PAINT WALL (PT1) / / = 0.F.C.1. DRESS -ME FIXTURE D I ��^ o o_ ^� y' OE HEADER TYP. O �'` ': .fil-0•„� �' �- - o• �1 -,,.- ' � ° "� STOREFRONT 2l 5" 2F 5" EQ. el "CASTLE" - - - - oj�. - _ O.F.C.I. 5'-0" WIDE 1 __ =O _ r 1 _ ° ,• GRAPHICS Q { m� : o �� O.F.C.I. BASE (WB1) WHERE NO IJ O.F.C.I. DRESS FIXTURE "'"'101,111'11-�a WALL FIXTURES OCCUR `_ -ME ,,�, li /1111� ■ =� TYP. - ow. . . • O.F.C.I. DRESS -ME FIXTURE AP111111111111111111111"..- END PANEL TYP. O.F.C.I. FRONT AND O.F.C.I. DRESS -ME FIXTURE - TYP. - O.F.C.I. "SMILE FOR ME" BACK CASHWRAP O.F.C.I. INSPIRE -ME FIXTURE PROVIDE (1) 2A-1 OBC FIRE EXTINGUISHER AND GRAPHICS BRACKET - MOUNT HANDLE AT 4'-0" A.F.F. - O.F.C.I. SLATWALL O.F.C.I. NAME -ME STATIONS PAINT WALL (PTI) BEHIND COORDINATE WITH FIRE PROTECTION GRAPHIC AND FIXTURE AUTHORITY FOR PLACEMENT OF EXTINGUISHER 5 INTERIOR ELEVATION SCALE: 1/4" = 1'-0" PAINT WALL (PT2) O.F.O.I. LED DISPLAY SCREEN 2'-9Y2" PAINT WALL (PT1) 1.-0" 0.F.C.I. DRESS -ME 11-53/2` ^'2II FIXTURE HEADER -TYP. O.F.C.I. WIRE GRID PAINT WALL (PTI) , 2y2 / 0.F.C.I. SOFFIT GRAPHICS O.F.C.I. 6'-0" WIDE 'TREE GRAPHICS \ l A ,I ' tlir 411146 • ‘14t:1 \ e CC:Z;)( \ PAINT WALL (PT2) y�c EQ.-,-- EQ. ►1ts - 1o______IICl " STOREFRONT IN _ • -LFT., , .,�� 0:: N �I♦� 111111.1116.1.11.1. 1.1.11111111.11.1111111.1111MU o am milli'e i O.F.C.I. WINDOW PLATFORM �� `iii\ 9PE IC,9PECI •PE •PEI + I 1C \ \ �� `♦ J E \ O.F.C.I. CHOOSE FIXTURE "EXPLORE" O.F.C.I. DRESS -ME 0.F.C.I. BASE (WB1) WHERE NO -ME O.F.C.I. GRAPHIC END PANEL - TYP. WALL FIXTURES OCCUR 0.F.C.I. GIFTING FIXTURES 0.F.C.I. DRESS -ME FIXTURE TYP. - 10 INTERIOR ELEVATION SCALE: 1/4" = 1I-0" STOREFRONT OPENING (GLASS DOORS SHOWN IN CLOSED POSITION) 0.F.C.I. WIRE GRID PAINT SOFFIT (PTI ) PAINT WALL (PTI ) PAINT WALL (PT2) / / / / rA � EXIST. 18" VERTICAL EXIST. MIRROR GRAB BAR O.F.O.I. METAL �' SOAP / \/ N PANEL FINISH MTL1 ( ) DISPENSER - O.F.C.I. INSPIRE ME• / / / 0.F.0.1WOOD GRAIN 0.F.C.I. DRESS -ME EXIST. FRP -TYP. HEADER - GRABIL �i� /,'�HAND kl EXIST. FRP DRYER FIXTURE / /(MAINTAIN9" APPLIQUE APPLIED TOTYPURE INSIDE FACE OF GLASS\\BARS, \\EXIST. , \ I ///\ � PAINT WALL (PT2) �� SIDE I I ME � \\ TIRED TYP, \\O.F.O.I."BEAR TOILET PAPER CLEARANCE 11 iii DEN" SIGN \\ �� DISPENSER \ !r•iii PER MFR.) r / GLASS WITH POLI HED (BACK ROOM OFFICE) - O \\ O.F.C.I. DRESS , MOUNT BOTTOM EDGE \ \ /� EDGES AND %4 MAX. GAPS - (SEE SECTION \ Ali -ME �� WNW `\ \\ FIXTURE END i , AT 4 -9 A.F.F. PANEL ` ,� ,- —�'� �� -TYP. PE 1��PE I��PE©PE I� ,� / DETAILS) -TYP. EXIST. WATER J V 1 1 1 -., '� f O.F.O.I. 6" HIGH 0.F.C.I. BASE (WB1) WHERE NO WALLFIXTURES OCCUR CLOSET EXIST. O.F.O.I. METAL PANEL (MTL2) BASE FINISH EXIST. BASE - TYP. LAVATORY AO B C D (MTL1) 6" HIGH BRUSHED S.S. O.F.O.I. 6" HIGH (MTL2) BASE GLAZING BASE 0.F.C.I. WINDOW PLATFORM 15 TOILET ELEVATIONS INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 1 4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" NOTES: TOILET ACCESSORIES - FURN. AND INST. BY 1. SEE SHEET F1.0 FOR FIXTURE AND GRAPHICS 2. CRITICAL NOTE: GC MUST COORDINATE ANY EPOCH DESIGN GROUP CONSTRUCTION ADMINISTRATION 3. (FBI) TO BE INSTALLED AT ALL FIXTURES DESIGNATIONS, AND EXACT LOCATIONS. GRAPHIC/WALLPAPER INSTALLATION WITH TEAM PRIOR TO INSTALLATION. RECEIVED CITY OF TUK�NILA DEC 1 9 2016 PERMIT CENTER PAINT WALL (PTI ) (EPI) AT TOP AND CORNERS OLUMN TILE G.C. WHERE NOT EXISTING: \ \ ,c0 1. SEE SHEETS C1.1 AND C1.2 FOR ALL EXIST. MIRROR ACCESSIBILITY DIMENSIONAL PROVIDE THE FOLLOWING FOR EACH TOILET HAND DRYER CLEARANCES, LOCATIONS AND OTHER ROOM AS MANUFACTURED BY BOBRICK INFORMATION WASHROOM EQUIPMENT, INC. OR AN 9" `° gar��' LIGN GROUT JOINTS r WITH COLUMN CENTERLINE FOR COLUMN FACES GREATER THAN 18" WIDE (MAINTAIN SIDE APPROVED EQUAL UNLESS NOTED EXIST. 18" VERTICAL CLEARANCE v 2. ALL ACCESSORIES TO BE RE -USED SHALL OTHERWISE ON TOILET ELEVATION:�a` GRAB BAR `• BE RELOCATED AS NEEDED TO COMPLY PER MFR.) \ v WITH CURRENT ACCESSIBILITY • MIRROR - 24"x36" SURFACE MOUNT EXIST. GRAB BAR TOILET PAPER SOAP \\\ STANDARDS • GRAB BARS - BOBRICK #6206 SERIES OR _ EQUAL. SEE PLANS FOR LENGTH. _ 'O \ a a a DISPENSER \\ 3. WOOD DISPENSER I PROVIDE BLOCKING AT �'' _ .0 18"x18" CT1 CUT TO FIT ( ) WIDTH OF COLUMN -TYP. l ,� ACCESSORY MOUNTING POINTS AS NEW SURFACE -MTD. O.F.C.I. TOILET EXIST. FRP —� ai — i ••• •• / REQUIRED PER MANUFACTURER ACCESSORIES (IF NOT ALREADY EXISTING) - C:::. EXIST. WATER INSTRUCTIONS. ALL SURFACE -MTD.: EXIST. � CLOSET �� 1� r..--, LAVATORYi V 4. PROVIDE WATERPROOF MEMBRANE AT• TOILET PAPER HOLDER 18"x18" (CTI) CUT TO 6" TALL AND CUT TO FIT WIDTH OF COLUMN - TYP. — FLOOR AND TO A MINIMUM OF 6" UP • SOAP DISPENSER WALLS. TYP. ENTIRE TOILET ROOM • HAND DRYER (DYSON AIR BLADE V) EXIST. BASE - TYP. • BABY CHANGING STATION (WHERE (U.N.O. -SEE SPECIFICATIONS) INDICATED) O © © O \ to NOTE: \ \ TYPICAL FINISH ALL SIDES VARIES 20 TOILET ELEVATIONS 17 COLUMN TILE WAINSCOT DETAIL GENERAL NO �rWw SCALE 3" = 1' -OFT „ = 1-0 SCALE: 1/4" '" • pi4 U N ov vv M NN vNI' M M di di ON 1- M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa, Kansas 66215 P 913 322 5150 0 F913 322 5155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT MIS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF 71-11 DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDMON5. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MACES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTMES, VENDORS, OR CONTRACTORS, FOR ANY L055 INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: C410T1.311P JIRCHITEGY PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 APPROVED FEB 07 2017 Clay of T'UEkwiIF BUILDING DIV S No.z Revision Description Date SHEET TITLE: INTERIOR ELEVATIONS PROJECT NO.: SHEET NUMBER: 3.0 aloi a M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 951h Sheet 0 Lenexa, Kansas 66215 P9133225150 0 F9133225155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT I5 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT 15 NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF 71-11 DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF TI -11 DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND 41114940 ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED A5 A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: ARCHITECT PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 City of Tukwila 'I... LOIN1G DIVISION ' No.—'Ite'vfsion Description "—Me to SHEET TITLE: STOREFRONT ELEVATION & FLOOR PLAN PROJECT NO.: 16283 DRAWN BY: 71PDP SUE DATE: 2/14/16 SHEET NUMBER: A4.0 EQ. 19'-7" y EQ. � � 20 18 17 EXIST. MALL BULKHEAD WORK 4.2 ' 4.2 • 4.3 I (NO REQUIRED) - G.C. TO PATCH/REPAIR ANY DAMAGES AS REQUIRED O.F.O.I. ILLUMINATED STOREFRONT SIGN 30" VERIFY MOUNTING REQUIREMENTS 1— ', - WITH SIGN MANUFACTURER AND LANDLORD - SIGN MANUFACTURER TOr ®o ,@ a SUBMIT DRAWINGS FOR LANDLORD ppb ��°• APPROVAL AND CITY APPROVAL AS �;: m - F 13 \ti' , �� ' `l ',Tt. REQUIRED �Q:;: 3 0 „:„., I E -,,, \t5 ,,,4,. V: 'Ng Y2" CLEAR TEMPERED GLASS PANELS W/ POLISHED EDGES &Y,4" MAX. BUTT 0\ \ j JOINTS - SEE SECTION DETAILS - TYP. O.F.O.I. METAL PANEL FINISH / (MTL1) O.F.O.I. METAL PANEL FINISH --- • \A (MTL1) _ ///' /�I \ / - LEASE LINE ' PO.F.O.I. METAL PANEL FINISH (MTL1) . \ \ /I LEASE LINE �'�� / EXIST. NEUTRAL PIER - PROTECT (...: ` FROM DAMAGE ROinM D/ / //// / O.F.O.I DISPLAY SCREEN ASSEMBLY DASHED LINE INDICATES O.F.O.1 WOOD GRAIN APPLIQUE APPLIED TO FACE OF GLASS 1 Ilr• 1 •�� / / /STOREFRONT \ \ 1 _ -< INSIDE o OPENING \ '---� o, / (GLASS DOORS SHOWN - o NOTE: • / / • IN CLOSED POSITION) APPLIQUE IS IDENTICAL TO THAT AT • � CULVER CITY. .� / I EXIST. NEUTRAL PIER - PROTECT FROM DAMAGE \ `) //// 2.0 / Ai / / / NOTES: • 4.0 �� // \ / 1. STOREFRONT SHALL BE SELF-SUPPORTING AND SHALL O.F.O.I. 6"HIGH BASE . \ ATTACH TO THE BULKHEAD FOR (MTL2) O.F.O.1. 6"HIGH (MTL2) BASE LATERAL SUPPORT ONLY. 6" HIGH BRUSHED S.S. GLAZING BASE - / 8'-6" 2. SIGN MANUFACTURER SHALL SUBMIT VERIFY SIZE WITH EXIST. GLASS PANELS 24'-5Y8" / SHOP DRAWINGS TO LANDLORD FOR APPROVAL. SIGN TO COMPLY WITH LEASE EXHIBIT. I I 10 STOREFRONT ELEVATION SCALE: 1 /2" = 1'-0" • EXIST. DEMISING PARTITION SHEET A1.0) / (SEE 1 / 1 EXIST. DEMISING PARTITION (SEE SHEET A1.0) / r- STOREFRONT OPENING 4 /0 / , / O.F.O.I DISPLAY SCREEN ASSEMBLY ioNNNIMII- - .1.� ' k EQ / EQ. [ ,�� •1 1 EXIST. NEUTRAL PIER - PROTECT FROM DAMAGE N I _�' I 011- AV., 1. - EXIST. NEUTRAL PIER - I E O 1- 1; _; DAMAGE -- PROTECT FROM — ll�._�'-'_-_1_�■' SIPA Mill rl�. ..�. �1�_�_—�—�ltit� NOTES: �.�..�- ,l q' 511 3 93/FF 33x1 4 /.. , I -10/8 — 9'-6" 1Y2' 1'_3" 1. ALL DIMENSIONS ARE GIVEN TO FACE OF SUBSTRATE DIRECTLY 7Y2" 1'-0" LEASE LINE BENEATH ) I METAL FINISH U.N.O. „ TEMPERED CLEAR GLASS Y2 I PROVIDE (MF1) FROM LINE OF 2. SEE STOREFRONT ELEVATION FOR PANELS WITH Y4' MAX. GAPS CLOSURE TO LEASE LINE VERTICAL SECTION CUTS POLISHED EDGES 4.1 AND 1% 20RECEIVED 4.y CITY OF TUKWILA LANDLORD NOTE: NO VISIBLE HOLD OPENS - USE FULLY CONCEALED CLOSERS WITH BUILT-IN HOLD OPENS - DORMA BTS 80 OR SIMILAR DEC 192016 PERMIT CENTER 20 STOREFRONT FLOOR PLAN DETAIL SCALE: 1 /211 = 11-011 aloi a M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 951h Sheet 0 Lenexa, Kansas 66215 P9133225150 0 F9133225155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT I5 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT 15 NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF 71-11 DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF TI -11 DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND 41114940 ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED A5 A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: ARCHITECT PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 City of Tukwila 'I... LOIN1G DIVISION ' No.—'Ite'vfsion Description "—Me to SHEET TITLE: STOREFRONT ELEVATION & FLOOR PLAN PROJECT NO.: 16283 DRAWN BY: 71PDP SUE DATE: 2/14/16 SHEET NUMBER: A4.0 P64 U O ga-1.1 M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa. Kansas 66215 P 913 322 5150 0 9 913 322 5155 www.AcedusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT 15 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT I5 HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDmONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MACES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 REVIEW FOR COLE COMPLIAN eE APPROVED FEB 07 201? City u( Tukwila BUILDING DIVISION No.O Revision Description Date SHEET TITLE: STOREFRONT PLAN DETAILS PROJECT NO.: SHEET NUMBER: 16283 DRAWN BY: A4.1 PDP UE DATE: 12/14/16 BOXED STUD COLUMN - SEE t 6/2" DETAIL 18/A5.0 8" ` 4 Doo --_- • . . I '„�....•• 1_ • _ EXIST. DEMISING PARTITION '''•••'•�•�'� (SEE SHEET A1.0) r CENTERLINE OF BOX BEAM ABOVE - SEE 3%" x 20 GA. MTL. STUDS AT • VERTICAL STOREFRONT SECTIONS 16" O.C. MAX. 4 -v "'oho 4 um3-1 5/$" TYPE'X' GYP. BD. ( - -CV ALLOWGAP FOR STOREFRONT (MTL1), HOLD GLAZING BASE/HEAD AND SCALE: - SCALE: - SCALE: - GLAZING Y4" AWAY FROM GYP. BD. 1. ALL DIMENSIONS ARE GIVEN TO FACE OF GYP. BD. U.N.O. 2. SEE SHEET A4.0 FOR VERTICAL SECTION CUTS AT STOREFRONT ELEVATION. 3. SEE FINISH PLAN SHEET A1.1 FOR ADDITIONAL PAINTING INFORMATION. O.F.O.I. METAL PANEL FINISH A .. O.F.O.I. METAL PANEL FINISH (MTL1) • (MTL1) ADHERED TO GYP. BD. - TYP. • ADHERED TO GLASS •I EXIST. METAL REVEAL ' • O.F.O.I WOOD GRAIN APPLIQUE APPLIED A / TO INSIDE FACE OF EXIST. GLASS NEUTRAL PIER BY G.C. TO MATCH ; iE Nom LANDLORD STANDARD FINISH 'O •----.�- ' • . lir. , - r� 53/4,4" 1,-0„ Y2" TEMPERED CLEAR GLASS '- PANELS WITH Ya' MAX. GAPS AND POLISHED LEASE LINE EDGES y2 BRUSHED S.S. GLAZING BASE BELOW - SEE VERTICAL SECTIONS LEASE LINE O.F.O.I. METAL PANEL FINISH (MTL1) CLIP MOUNTED TO PLYWOOD 5/8" F.R.T. PLYWOOD 10 - q - STOREFRONT NOTES 7 STOREFRONT PLAN DETAIL SCALE: 1-1/2" = 1'-0" SCALE: - O.F.O.I. METAL PANEL FINISH (MTL1) GYP. BD. TYP. SIDES ADHERED TO - (4) EXIST. DEMISING STOREFRONT BOXED STUD COLUMN - SEE DETAIL 18/A5.0 PARTITION (SEE SHEET A1.0) BOXED STUD COLUMN - SEE DETAIL /HOLD 18A5,0 ALLOW GAP FOR (MTL1), GLAZING BASE/HEAD AND GLAZING Y4" AWAY FROM GYP. BD. O.F.O.I. METAL PANEL FINISH (MTL1) ADHERED TO GYP. BD. - TYP. 5/e' TYPE 'X' GYP. BD. Itik7 1,_3„ 1,_2,: 1"_37/8" 61-0" ,-. , CENTERLINE OF BOX BEAM ABOVE - 47/S' 1'-3" SEE VERTICAL STOREFRONT SECTIONS -r--�— VA IN �;�;�;0�;�; 35/8" x 20 GA. ATL. STUDS AT =•-- -'-'' 16" O.C. MAX. ,�� 0 ooa-R. 'gyp .•••••• - — �;� SATIN STAINLESS TEEL FLOOR PINS • _ - `r ►'•'•••" • sail WITH SPRING LOADED DUST SHIELDS - 5/8" 'X' TYPE GYP. BD. - TYP. ALL (4) SIDES\ . SWINGING GLASS DOORS x - SEE STOREFRONT O _ SECTION DETAILS EXIST. METAL REVEAL AI. O (V M N �, %' F.R.T. PLYWOOD \ \ N . • O.F.O.I DISPLAY SCREEN ASSEMBLY o ---- SATIN STAINLESS STEEL FLOOR PINS SPRING LOADED DUST SHIELDS _ - 1-~ AllWITH r= LEASE LINE S.S. GLAZING BASE BELOW - IIIM Mal MIN '• : ,.' SEE VERBRUSHEDTICAL SECTIONS ,`' C I ± 011101 r. — — �' ♦it\ tib — — — — — RECEIVED — _0 4 " 1'-05/8" Y2 I, CITY OF TUKWILA Iii J � DEC 1 9 2016 LEASE LINE 8'-7/2' w < O u O.F.O.I. METAL PANEL FINISH PERMIT CENTER Y2" CLEAR TEMPERED GLASS PANELS NEW MALL FLOOR (MF1) LINE OF (MTL1)CLIP-MOUNTEDTO PLYWOOD TYP. - WITH POLISHED EDGES AND Y4" MAX. CLOSURE TO EDGE OF EXIST. MALL 1 CARPET - INSTALLED BY G.C. AT G.C. BUTT JOINTS EXIST. NEUTRAL PIER TO REMAIN - EXPENSE - COORD. PURCHASE OF PATCH/REPAIR TO MATCH CARPET W/ LANDLORD LANDLORD STANDARD FINISH LANDLORD NOTE: VISIBLE STOPS OR HOLD OPENS NOT ALLOWED - MUST BE FULLY CONCEALED SCALE: -•, �a P64 U O ga-1.1 M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa. Kansas 66215 P 913 322 5150 0 9 913 322 5155 www.AcedusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT 15 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT I5 HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDmONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MACES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 REVIEW FOR COLE COMPLIAN eE APPROVED FEB 07 201? City u( Tukwila BUILDING DIVISION No.O Revision Description Date SHEET TITLE: STOREFRONT PLAN DETAILS PROJECT NO.: SHEET NUMBER: 16283 DRAWN BY: A4.1 PDP UE DATE: 12/14/16 Mj M. E. P. Engineers ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa. Kano: 66215 P 913 322 5150 0 F 913 322 5155 www.AcertuwGroup.c om COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM 110CH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT 01 THIS DOCUMENT IS HEREBY ADVISED THAT R IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION 0811, AND DOES NOT CONSTITUTE AS.BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND To COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH TH15 PROJECT. PROFESSIONAL SEAL: ttOSTEFIED ARCIliiECT PROJECT TITLES SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 ZQ17 City of Tukwila BUILDING DIVISION No.L Revision Description Date SHEET TITLES VERTICAL STOREFRONT SECTIONS PROJECT NO.: SHEET NUMBER: 16283 �P BY: A4.2 I E DATE: 2/14/16 NOTE: EXIST. LANDLORD CONSTRUCTION SHOWN HATCHED EXTEND METAL STUDS TO BOVE AND ITICAL!id 6"x20 GA. MTL. STUDS ED ANED !!!L!!4R;DII SHEET RCTIONS MTL. STUD/ ''. ++ + + + BRIDGING AT MID -SPAN OR 60�� O.C. MAX. (TYP.AT KICKERS) , .:' + ++ + + + + O.F.O.I. ILLUMINATED STOREFRONT SIGN - VERIFY MOUNTING .+ '• + - + + 'I" + + 35/8'x20 GA. MTL. STUDS AT 48" O.C. MAX. ' .• +-}- + + + + + ••••• REQUIREMENTS WITH SIGN MANUFACTURER AND LANDLORD - SIGN (;c:•: 4•:•:** ,•••...v :❖ :•:" :' .:44'•'•' ......•...� ...... .❖•'•••''.12 •;❖:❖4APPROVAL MANUFACTURER TO SUBMIT DRAWINGS FOR LANDLORD APPROVAL AND CITY '•••'•••••'' .❖.❖.•; .❖.•, I.:::.... ;•;❖;e' +• -+- G.C. TO PATCH/REPAIR EXIST. GYP. BD. AT BACK OF L.L. BULKHEAD AS REQUIRED TO DECK AS REQUIRED .•.0�'•••••••••!12 , '•'•'•'•'•' 1F.. ,,.:; NOTE: 'X' 1�� .0•o•y; F. .1W, SECURE FRAMING TO BEAM WITH (2) #10 TEK SCREWS EA. CONNECTION 12 SEE DETAIL 20/A4.2 FOR TYPICAL /e" TYPE GYP. BD.4"xl 8 WITH 2" AT 12 NOTES AND DIMENSIONS . GA. CLIP ANGLE LEGS EACH FRAMING MEMBER - (2) TEK SCREWS EACH LEG DIAGONAL BRACING - 3/8'x20 GA. /8' F.R.T. PLYWOOD BOX BEAM - (2) C8x1 /8'x16 GA. METAL 3%"x20 GA. MTL. STUDS JOISTS WITH 3%"xtY4'xl 6 GA. RUNNER •. •• MTL. STUD FRAMING AT 32" O.C. AT 16" O.C. MAX. O.F.O.I. METAL PANEL FINISH •: + .,. TRACK TOP AND BTTM. - SEE DETAILS ON SHEET A5.0 - COORDINATE T.O. BEAM WITH LANDLORD SOFFIT AND REQUIRED FRAMING (MTL1) CLIP -MOUNTED TO + ' PLYWOOD 4111111111 nuuul uu>Auuuflnuuuuunnniuunmuu "I n � �- ;o F.R.T. WOOD BLOCKING - TYP. A id Imo' -� _ � 1 ;: FINISHED CEILING • .. .. 5 �� CONTINUOUS 3/e xl 8 GA. METAL TRACK ABOVE THE GLAZING r A' -� O /8" TYPE 'X' GYP. BD. TO 6" ABOVE CEILING LINETO (3) #10 TEK SCREWS EA. CONNECTION 3%"xlGA. TRACKEW BRACE 8 RUNNER 1 g= TRACK BETWEEN HORIZ. FRAMING AT DOOR HEAD W/ 4" WIDE 14 GA. CLIP ANGLE W/ 2" LEGS r� Y CLEAR TEMPERED GLASS TRANSOM CHANNEL W/ #10 TEK SCREWS AT EACH SIDE OF STUD X 'X' 1 6" O.C. 2" BRUSHED S.S. GLAZING HEAD / %" TYPE GYP. BD. CONT. 20 GA. 2" 2" MTL. ANGLE 1 WITH Y4' BUTT JOINTS Y2" CLEAR TEMPERED GLASS DOOR WITH CHANNEL CRITICAL DIMENSION: 1Y2" FROM U x (TYP. AT CORNERS WHERE SHOWN) FACE OF F.R.T. PLYWOOD 3%"x20 GA. MTL. STUDS AT 1 6" O.C. MAX. ABOVE TO FACE OF UPPER O.F.O.I. METAL PANEL FINISH (MSCI) \ (MTL1) FINISH PATCH PIVOT HINGES AT TOP AND OFFSET PIVOTS IN 10" HIGH GLAZING CHANNEL DIAGONAL BRACING 35/"x20 GA. METAL O.F.O.I. METAL PANEL FINISH (MTL1) - STUD FRAMING AT 48" O.C. TO STRUCTURE ABOVE ADHERED TO GLASS - GLAZING RAIL WITH (MTL1) FINISH AT BOTTOM - PROVIDE HARDWARE PER DOOR SCHEDULE ADHERED TO GLASS NOTE: DASHED LINE INDICATES O.F.O.I WOOD GRAIN APPLIQUE APPLIED TO INSIDE FACE OF GLASS O.F.O.I WOOD GRAIN APPLIQUE VIEW OF TRACK LIGHTING IS OF GLASS OBSTRUCTED BY BLUE METAL ON APPLIED TO INSIDE FACE STOREFRONT GLAZING V.I.F. PAINT WALL Y2" CLEAR TEMPERED GLASS PANEL W/ 4" MAX. GAPS AND (PT2) +I ih LEASE LINE O.F.O.I. METAL PANEL FINISH (MTL1) POLISHED EDGES LEASE LINE 0 TYPICAL NOTES: Y2" CLEAR TEMPERED GLASS PANELS 1. ALL STRUCTURAL METAL STUDS AND THOSE EXCEEDING 16' IN HEIGHT SHALL BE 18 GA. ALL OTHERS SHALL BE A MINIMUM OF 22 GA. U.N.O. 2. ABSOLUTELY NO COMBUSTIBLE W/ 3/4" MAX. GAPS AND POLISHED MATERIALS ABOVE CEILING IN EDGES PLENUM SPACE. 6" O.F.O.I. METAL PANEL FINISH (MTL1) 6" x 2" NARROW PROFILE GLAZING O.F.O.I. 6" HIGH (MTL2) BASE FLOOR CITY OF TUKILA RECEI\91E2: DEC 1 6 O.F.O.I. HIGH (MTL2) BASE 6"x2" NARROW PROFILE GLAZING FINISHED FLOOR BASE W/ BRUSHED S.S. FINISH O.F.C.I. BASE (WBl) WHERE NO WALL FIXTURES OCCUR - TYP. BASE W/ BRUSHED S.S. FINISH / \FINISHED PERMIT CENTER O.F.O.I. 6" HIGH (MTL2) BASE DJC \ 1 I at 20 STOREFRONT SECTION g STOREFRONT SECTION SCALE 1-1 /2" = 1'-0" r SCALE 1-1 /2" = 1'-0" Mj M. E. P. Engineers ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa. Kano: 66215 P 913 322 5150 0 F 913 322 5155 www.AcertuwGroup.c om COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM 110CH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT 01 THIS DOCUMENT IS HEREBY ADVISED THAT R IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION 0811, AND DOES NOT CONSTITUTE AS.BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND To COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH TH15 PROJECT. PROFESSIONAL SEAL: ttOSTEFIED ARCIliiECT PROJECT TITLES SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 ZQ17 City of Tukwila BUILDING DIVISION No.L Revision Description Date SHEET TITLES VERTICAL STOREFRONT SECTIONS PROJECT NO.: SHEET NUMBER: 16283 �P BY: A4.2 I E DATE: 2/14/16 SCALE: - SCALE: - SCALE: - 10 SCALE: - — SCALE: - SCALE: - 15 SCALE: - 14 SCALE: - 13 SCALE: - 20 SCALE: - 19 — SCALE: - 18 SCALE: - 17 O NOTE: SEE DETAIL 20/A4.2 FOR TYPICAL NOTES AND DIMENSIONS 3%"x20 GA. MTL. STUDS AT 16" O.C. MAX. 5/e" F.R.T. PLYWOOD %" TYPE 'X' GYP. BD. O.F.0.I. METAL PANEL FINISH (MTL1) CLIP -MOUNTED TO GYP. BD. ++ + ++ + + F.R.T. WOOD BLOCKING - COORDINATE WITH EPOCH DESIGN GROUP CONSTRUCTION ADMINISTRATION REPRESENTATIVE O.F.O.I DISPLAY SCREEN ASSEMBLY %" F.R.T. PLYWOOD F.R.T. WOOD BLOCKING - COORDINATE WITH EPOCH DESIGN GROUP CONSTRUCTION ADMINISTRATION REPRESENTATIVE 3%"x20 GA. MTL. STUDS AT 16" O.C. MAX. 411111.11 uuu111nununnIIIII[ tuuuuuuUJlunlulllluIIIi O.F.O.I. METAL PANEL FINISH (MTL1) CLIP -MOUNTED TO GYP. BD. 5/8' F.R.T. PLYWOOD 5/e' TYPE 'X' GYP. BD. ANCHOR RUNNER TRACK W/ HILTI X -C22 P8TH LOW VELOCITY POWDER ACTUATED ANCHORS 0.1450x3/4" LONG AT 16" O.C. (ICC -ES REPORT #ESR -1663) RECEIVED CITY OF TUKWILA DEC 1 9 2016 PERMIT CENTER FI4 U N o V' M O N M w Li.i Z O f a U W W EL 1— } ce Ey ce M d M U • 0 LU X N LU LU W N > 0 O —' 1— � 10a M. E. P. Engineer ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street 0 Lenexa. Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcerlusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT I5 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS.BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, R5 CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY L055 INCURRED A5 A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL, PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 CODE COMPLIANCE APPROVED FEB 0 7 7017 O.F.O.I. 6" HIGH (MTL2) BASE City of Tukwila Pt ;Sf DING f oSInNt No.L Revision"Des"cfipfiiori Ddte SHEET TITLE: VERTICAL STOREFRONT SECTION PROJECT NO.: SHEET NUMBER: 16283 DRAWN BY: STOREFRONT SECTION SCALE: 1-1/2" = 1'-0" PDP SUE DATE: 12/14/16 A4.3 4�r lA ov vv 7o N N vv M M OE a U w LQ 1— M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street O Lenexa, Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcerlusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE, THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT I5 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5.BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY A5 TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP ITS CONSULTANTS, ANY OF ITS RELATED ENTITLES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED A5 A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIO • L SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 REVIEI]ED RJR CODE COMPLIANCE PPROVED FEB 0 7 2017 City of Tukwila BUILDING DIVISION No.L Revision Description Date ED K WttF ATITLE: 2016 DETAILS NTER PROJECT NO.: 16283 SHEET NUMBER: DRAWN BY: A5 PDP ISSUE DATE: 12/14/16 .0 SEE FRAMING CONNECTION DETAIL THIS SHEET SEE FRAMING CONNECTION DETAIL THIS SHEET STRUCT. ABOVE STRUCTURE ABOVE STRUCTURE ABOVE SEE TYP. CONNECTION DETAIL THIS SHEET STRUCT. ABOVE __ FOR APPROVED METHOD OF ATTACHMENT TO / ` STRUCTURE BASED ON FIELD CONDITION - -_ FOR APPROVED METHOD OF ATTACHMENT %" TYPE 'X' GYP BD ON 35/8'x18 GA. MTL. STUDS AT 16" O.C. ' ` -_� FOR APPROVED METHOD OF ATTACHMENT TO STRUCTURE BASED ON FIELD CONDITION - ( ; PROVIDE 3%"x2D GA. BRACING AT 45° TO TO STRUCTURE BASED ON FIELD CONDITION ` -PROVIDE 3%"x20 GA. BRACING AT 45° TO / / PROVIDE 3%"x20 GA. BRACING AT 450 TO '--� STRUCTURE 48" O.C. MAX. FOR STUDS `--'r STRUCTURE 48" O.C. MAX. FOR STUDS I 1 STRUCTURE 48" O.C. MAX. FOR STUDS Li Li a , EXCEEDING 16'-D" HEIGHT SECURE 5/8" TYPE 'X' GYP. BD. W/ 1" TYPE 'S' S/8, TYPE 'X' GYP. BD. FIRE RATED AND SEALED _ EXCEEDING 16' HEIGHT %" TYPE 'X' GYP. BD. FIRE RATED AND SEALED EXCEEDING 16'-0" HEIGHT 1` SECURE %" TYPE 'X' GYP. BD. W/ 1" TYPE 'S' DRYWALL SCREWS 8" O.C. ALONG EDGES DRYWALL SCREWS 8" O.C. ALONG EDGES TO DECK BY OTHERS TO DECK AND 12" O.C. IN FIELD OF PANEL EXIST. METAL STUD INSTALLED 4�/" 0- �/ : �O AND 12" O.C. IN FIELD OF PANEL STOCK ROOM : SALES FLOOR FRAMING BY LANDLORD UNDER PREVIOUS PERMIT 20 GA. METAL STUDS 16" O.C. TO UNDERSIDE OF STRUCTURE ABOVE , SECURE %" TYPE 'X' GYP. BD. WITH 1" TYPE SECURE %" TYPE 'X' GYP. BD. WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C. ALONG 'S' DRYWALL SCREWS 8" O.C. ALONG r. , IN�` FINISH CEILING (WHERE OCCURS) FINISH CEILING EDGES AND 12 O.C. IN FIELD OF PANEL - EXTEND TO DECK ABOVE AND SEAL FOR EDGES AND 12 O.C. IN FIELD OF PANEL - EXTEND TO DECK ABOVE AND SEAL FOR 4�"8" 1 -HOUR RATING 1 -HOUR RATING 3%"x20 GA. METAL STUDS AT 16" O.C. MAX. UNDERSIDE OF STRUCT. VE ANCHOR RUNNER TRACK WITH HILTI X -C22 3%" OR 6"x20 GA. METAL STUDS AT 16" O.C. F MAC. UNDERSIDENERSABOVE TO ANCHOR RUNNER TRACK W/HILTI X -C22 P8TH ANCHOR RUNNER TRACK W/ HILT! X -C22 P8TH P8TH LOW-VELOCITY POWDER ACTUATED ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW •: LOW VELOCITY POWDER ACTUATED ANCHORS 0.1450x/4" LONG AT 16" O.C. (ICC -ES REPORT #ESR -1663) ANCHORS 0.1381x%4" LONG AT 16" O.C. (ICC REPORT #ESR -1663) ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW LOW VELOCITY POWDER ACTUATED ANCHORS 0.1450x3/4" LONG AT 16" O.C. (ICC -ES REPORT #ESR -1663) EACH SIDE. NOTE: NOTE: SEE FINISH PLAN AND SCHEDULE FOR ANCHOR STUDS TO NOTE: SEE FINISH PLAN AND SCHEDULE FOR EACH SIDE. NOTE: WALL FINISH AND BASE MATERIAL TRACK WITH #10 WALL FINISH AND BASE MATERIAL ANCHOR RUNNER TRACK W/ HILTI X -C22 P8TH LOW VELOCITY POWDER ACTUATED SEE ROOM FINISH SCHEDULE FOR WALL SHEET METAL SCREW A. ANCHORS 0.14573x3/4' LONG AT 16" O.C. SEE ROOM FINISH SCHEDULE FOR WALL FINISH AND BASE MATERIAL °'� •° EACH SIDE REPORT #ESR FINISH AND BASE MATERIAL NOTE: AT SIMILAR CONDITION, NO NEW NOTE: AT SIMILAR CONDITION, NO NEW 1 HR. FIRE RATED - UL #U-419 OR EQUAL GYP. BD. - PATCH EXIST. GYP. BD SMOOTH TO MAINTAIN FIRE RATING AND RECEIVE NEW FINISH 1 HR. FIRE RATED - UL #U-419 OR EQUAL STUDS OR GYP. BD. - PATCH EXIST. GYP. BD SMOOTH TO MAINTAIN FIRE RATING AND RECEIVE NEW FINISH (ICC -ES -1663) PARTITION TYPE 4 PARTITION TYPE 3 PARTITION TYPE (NON RATED) 2 PARTITION TYPE 1 PARTITION TYPE (CORRIDOR WALL) SCALE: 1-1/2" ",,, = 1%0" ICC -ES REPORT #4943P & #4780 „F SCALE: 1-1/2" = 1 -0 ICC -ES REPORT #4943P & #4780 _,,, SCALE: 1-1/2" - 1 -0 ICC -ES REPORT #4943P & #4780 „ SCALE: 1-1/2" ,,, = 1%0" ICC -ES REPORT #4943P & #4780 SCALE: 1-1/2” = 1'-0" ICC -ES REPORT #4943P & #4780 SEE FRAMING CONNECTION DETAIL THIS SHEET STRUCTURE ABOVE SEE FRAMING CONNECTION DETAIL THIS ----� / SHEET FOR APPROVED METHOD OF CONT. 3%"x20 GA. FIRE BLOCK SUPPORT 5 �� 'X'GYP. (VF1)FLOORING US32D FINISH EDGE STRIP STRUCT. ABOVE . --_� FOR APPROVED METHOD OF ATTACHMENT TO STRUCTURE BASED ON FIELD CONDITION - �� \ ATTACHMENT TO STRUCTURE BASED ON FIELD CONDITION - PROVIDE 3%"x20 GA. / /e TYPE BD. FIRE BLOCK \ ,/ PROVIDE 3%"x20 GA. BRACING AT 45° TO STRUCTURE 48 O.C. MAX. FOR STUDS - � BRACING AT 45 STRUCTURE 48" 0.C..7,,., "Wee„j EXCEEDING 16'-0" HEIGHT :;: MAX. FOR ST DING 16-0 HEIGHT • O O SECURE 5/8' TYPE 'X' GYP. BD. W/ 1” TYPE 'S' DRYWALL SCREWS 8" O.C. ALONG EDGES uw' Q a ;o ►r '' . e' a :. ': ' ' '• :. ;'' CONC. SLAB / 0 AND 12" O.C. IN FIELD OF PANEL , FLOOR LEVELING COMPOUND - o �i FEATHER FOR FLUSH TRANSITION •H CEILING METAL EDGE TRANSITION 1' / ;o `.o rr SLOPEyb PER FOOT MAX. STOCK ROOM LL :�. E & GYP. BD. CEILINGx 35/8'x20 GA. METAL STUDS AT 16" O.C. MAX. DOOR (WHERE OCCURS) (TS1) REDUCER STRIP (SEE FINISH 3" SQ. SIL. W/ "x3Yz"x8" BASE TOI ►I SCHEDULE) INSTALL SO NOT PLATE LILLY BOT. - AN RTO CO LAB W/ (2) Y2"x4" FINISH CEILING (WHERE OCCURS) 5 �� „ 5 „ SECURE /e TYPE X GYP. BD. CONC. SLAB '�� „ +• „ L a �” VISIBLE FROM SALES FLOOR ��„� 3/e OR 6"x20 GA METAL STUDS 16 O.C. TO UNDERSIDE OF STRUCT. ABOVE t f " , , W/ 1 TYPE S DRYWALL SCREWS 8" O.C. ALONG EDGES ' ,a• • . ,.,•.: •; •. EX TS - STL. TUBE TO EXTEND FULL - GHT STUD WALL - TYP. SECURE G TO TUBE STEEL POST 3/8 OR 6x20 GA. METAL STUDS AT 16"O.C. MAX. TO UNDERSIDE OF STRUCT. ABOVE '". ' ' v ••e • "' ,.. �•. �E � �§ <.=u1 � AND 2"FIELD 1 O.C. IN OF PANEL . • , :•� . • : e, .. (VCT1), (VF1) OR EXIST. VCT FLOORING r �;_ STUD FRAMING BEYOND VINYL -TO -CONCRETE TRANSITION ANCHOR RUNNER TRACK W/HILTI X -C22 P8TH EACRA IDE•12" O.C. VERTICALLY W/ ` f ' SECURE TYPE 'X' GYP. BD. WITH 1 "TYPE 'S' %" #10 K SCREWS - SPACE POSTS AT 4.• .C. MAX. ANCHOR STUDS TO TRACK W #10 SHEET MTL. SCREW IT WDER ACTUATED LOW VELOCITY PO 3 �� ANCHORS 0.1450x/4 LONG AT 16 O.C. (ICC -ES REPORT #ESR -1663) „ DRYWALL SCREWS 8 O.C. ALONG EDGES ANCHOR STUDS TO TRACK W/ #10 AND 12" O.C. IN FIELD OF PANEL ANCHOR RUNNER TRACK W/ HILTI X -C22 P8TH LOW VELOCITY FLOORING �� DOOR SHEET MIL. SCREW SIDE. ' ANCHOR RUNNER TRACK W/ HILTI X -C22 P8TH POWDER ACTUATED ANCHORS (VF1) CONC. SLAB BUTT JOINT TO BE HIDDEN UNDER CLOSED ,c/mr‘i,. EACH SIDE. NOTE: WALL EACH LOW VELOCITY POWDER ACTUATED ANCHORS 1' x3/4" LONG AT 16" O.C. DOOR IN POSITION \ 0.145°x%" LONG AT 16" O.C. REPORT (ICC -ES (ICC -ES REPORT #ESR -1663) (ICC -ES SEE ROOM FINISH SCHEDULE FOR FINISH AND BASE MATERIAL J. #ESR '^ (- -1663) NOTE: NOTE: SEE ROOM FINISH :: '., ': ;. ....: i .A :••' : ,a;; ; •.. •.,; .. .:' •.. NOTE: SEE ROOM FINISH SCHEDULE FOR WALL SCHEDULE FOR WALL FINISH '•.'a '. •.•. •. ".:: . : • ' • .". • • ".'• :.: b. = .. (EXIST. VCT1) FLOORING FINISH AND BASE MATERIAL AND BASE MATERIAL VINYL -TO -VINYL TRANSITION 10 SUPPORT POST DETAIL 9 PARTITION TYPE 8 PARTITION TYPE 7 PARTITION TYPE 6 FLOOR TRANSITION DETAILS SCALE: 1-1/2" = 1'-0" ICC -ES REPORT #4943P & #4780 SCALE: 1-1/2" = 1 -0 ICC -ES REPORT #4943P & #4780 SCALE: 6" = 1'-o" SCALE: 3" = 1'-0" SCALE: 1-1/2" = 1'-0" ICC -ES REPORT #4943P & #4780 TOGGLE \ \/ II II p II I) 11 01 II/ HEAVY BRACKETS O.C. %4"xl'-0" MELAMINE SHELVES WHITE DUTY STANDARDS AND - MOUNT STANDARDS AT 16" - 3'-6" A.F.F. TO 7'-6" A.F.F. 1,_0"/ 1'-6" 1'-6" / 1'_0" / / 1" 0 WASHER W/ NUT GYP. BD. CEILING EE il /\ IL; Q — — — O "coo PAINTED •, • 2x8 CLEAT (PT1) - SECURED TO STUDS WIRE GRID THREADED EYE HOOK RUBBER COATED BICYCLE STORAGE HOOKS NOTE: PAINT ALL HARDWARE WHITE - PROVIDE (6) ATTACHMENTS PER GRID STORAGE HOOK DETAILWIRE 14 GRID DISPLAY SHELVING DETAIL 2 - - SCALE: NONE (FIXTURE ST10, SHEET F1.0) SCALE: SCALE: - SCALE: 1" = 1'-0" SCALE: 6" = 1'-0" '-0" MAX. SPAN NOTES: NOTES: BOX BEAM - SEE VERTICAL SECTIONS FOR MEMBER SIZES -ATTACH TRACK TO 1. ALL BRACING WIRE TO BE 12 GA. HANGER WIRE 1. ALL BRACING WIRE TO BE CONT. 35/8" x18 GA. METAL EXIST. METAL / STUD - CONNECT TO JOIST SIMILAR TO 'CONNECTION DECK PARALLEL TO STRUCTURE' 3%8"x18 GA. MTL. 35/8"x18 GA. MTL. STUD STUD WITH (2) #8 AT 16" O.C. - ALL SHEET METAL SCREWS HORIZONTAL MEMBERS TO EACH HORIZ. TO BE UNPUNCHED JOISTS W/ #10 SHT. MTL. SCREWS 12 GA. HANGER WIRE / ATTACHED PARALLEL TO THE COMPONENT AND AT MAX. , ATTACHED PARALLEL TO THE COMPONENT AND AT MAX. :, THROUGH FLANGES AT 12 O.C. - DO FACE OF WALL/SOFFIT / ANGLE TO THE CLG. FACE OF WALL/SOFFIT ACOUSTICAL CEILING TILE 45° ANGLE TO THE CLG. DETAIL MEMBER EXIST. METAL DECK (3) #8 SHEET METAL SCREWS' AT EACH END NOT SPLICE COMPONENTS45° %" TYPE'X' GYP. BD. 8" MAX „ 8" MAX GRID CLIP x x I ANGLE MOLDING I� � SUPPORT WIRES TO BE -TO -MOLDING � ANGLE MOLDING 2. ALL SUPPORT WIRES TO BE x /' PROVIDE 4 DIAGONAL 12 GA : GHT & TIED BOTH ENDS H A MINIMUM OF 3 PROVIDE 4 -WAY DIAGONAL 12 GA 1� TAUGHT & TIED BOTH ENDS WITH A MINIMUM OF 3 - — — METAL STUD 1 � \ �� 16" -WAY �� URNS. TURNS. FRAMING AT � _ �N BRACING WIRES IN SEISMIC ZONES. h. , BRACING WIRES IN SEISMIC ZONES. � n...'-<.i.woit.-st.•-..-s�o-.s�<., O.C. MAX. _ EXTEND OUTSIDE COLUMN TRACK TO x , �` TOP OF BOX BEAM - ATTACH TRACKItI : 72"MAX. FROM CEILING EDGES /;,;f, / . SECURE ALL WIRES TO THE 72"MAX. FROM CEILING EDGES 3. SECURE ALL WIRES TO THE ' + + + +P _ TO BOX BEAM W/ #10 SHEET METAL x x x x x AND 144" O.C. MAX. IN EACH / l EDGES �R IL STRUCTURE ABOVE. AND 144" O.C. MAX. IN EACH EDGE SUPPORT DETAIL STRUCTURE ABOVE. SCREWS THROUGH FLANGES (MIN. 3 EA. SIDE) x _ x DIRECTION '\ � @+ 4. WHERE WIRE MUST BEAR DIRECTION '\ �+ q , ++ 4. WHERE WIRE MUST BEAR S (3) #8 SHEET METAL S 2"x2"x3.5"x16 L j GA. ANGLE + + JOIST 12 GA. HANGER WIRE 48" O.C. MAX. EA WAY,W/IN 2" OF CROSS TEES / \ j Y I /, AGAINST PIPES AND DUCTS, q I APPLY DUCT TAPE FRICTION 12 GA. HANGER WIRE 48" O.C. MAX. EA WAY, W/IN 2" OF CROSS TEES / \ I iP �, 1 AGAINST PIPES AND DUCTS, APPLY DUCT TAPE FRICTION I CUT FLANGES OF INSIDE COLUMN b" I �� kTRACK ,'� I PROTECTION TO PIPES AND �� ‘ ‘ \\ I ,'' I PROTECTION TO PIPES AND �� AND BEND 90. - AIR " / �� I DUCTS. I MAIN TEE 48"O.C. � ‘ I DUCTS. 1 SCREWS \ WITH (2) 0.157" 0 HILTI X -U PDFs TO BEAM WEB`�r PROVIDE 3%"x20 GA. + rEXIST. TRACK O BOX BEAM W/ # SHEE METAL SCREWS THROUGH NGES ' (MIN. 3 EA. SIDE) MAIN TEE 48" O.C. PROVIDE VERTICAL 18 / ��. 1 �� ° It. 5. SEISMICALLY BRACE LIGHT o FIXTURES, DIFFUSERS, ETC. IN , e --P--..- PROVIDE VERTICAL 18 �'�� \ / I �; ' ��+ lV A 5. SEISMICALLY BRAC �+ FIXTURES DIFiOgC.�I4- ' a: 2 COLUMN WRAPPED 3620162-33 x x 5 „ , GA. 3/8 STUD 144 O.C. EA. WAY AS ,,..�� d SO MPCEZSOIO SSTRUT I '�/ h I I 1`I '� ACCORDANCE WITH LOCAL CODE IN SEISMIC ZONES. SEE COVER SHEET FOR SEISMIC ZONE INDICATION. GA. 3%" STUD 144" O.C. EA. WAY AS SSTRUT IN ' "'� '� i.SEE ,B ACCORDANCE WITH LOCAL CODE IN SEISMIC Zj� COVER SHEET F �R SEISMIC ZONE 1 I\` e litavtE DIAGONAL BRACING AT _ — EXIST. JOIST 48" O.C. MAX. WITH (3) BEYOND #10 SHEET METAL SCREWS + 1x3 x16GA. ANGLE EA. END -I- TRACK EACH SIDE - TY . TEA. END, OF BEAM - SECURE TRACK LEGS TO T/ STUDS W/ #10 TEK SCREWS 10"O.C. �'— '/ /' CROSS TEE AT / SYSTEM SUPPORT DETAIL I` ` 6. SEE TYPICAL FRAMING DETAILS IN THIS DRAWING SECOMPRESSION ISMICEZOO CROSS TEES AT 24" O.C. (AND SPANNING SYSTEM SUPPORT DETAIL !'C 1 i 6. SEE TYPICAL FRAMING DETAILS IN THIS DRAWING PROVIDE 3%"x20 GA. + (MATCH LENGTH TO JOISTDEPTH)W (2) DIAGONAL BRACING AT �`�'-�' 0.157 0 HILTI X -U PDFsRDMAX. VERT. FOR COMPRESSION 48" O.C. MAX. WITH (3) TO EACH JOIST CHORD #10 SHEET METAL SCREWS CONNECTION PARALLELTOTAL CONNECTION PERPENDICULAR (4 PDFs TOTAL) 24" O.C. SET FOR COMPRESSION SYSTEM WEIGHT NOT TO EXCEED 10 PSF STRUT ATTACHMENT TO MAIN TEES AT 48"SET O.C. FOR 2'-0"x2'-0" aL OTAL � STE . WEIGHT NOT TO EXCEED 4 PSF STRUT ATTACHMENT TO STRUCTURE. GRID MODULE) ��, I � STR CT E. TO STRUCTURE EA. END EXIST. BEAM TO STRUCTURE 20 FRAMING CONNECTION TO JOISTS 18 BEAM/COLUMN CONNECTION 7/ GYPSUM BOARD CEILING DETAIL AC II IL „=1,-0„ SCALE: 1-1 2 SCALE: NONE SCALE: NO It SCALE: 1-1/211- 11-011 4�r lA ov vv 7o N N vv M M OE a U w LQ 1— M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Street O Lenexa, Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcerlusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE, THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT I5 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5.BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY A5 TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP ITS CONSULTANTS, ANY OF ITS RELATED ENTITLES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED A5 A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIO • L SEAL: PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 REVIEI]ED RJR CODE COMPLIANCE PPROVED FEB 0 7 2017 City of Tukwila BUILDING DIVISION No.L Revision Description Date ED K WttF ATITLE: 2016 DETAILS NTER PROJECT NO.: 16283 SHEET NUMBER: DRAWN BY: A5 PDP ISSUE DATE: 12/14/16 .0 # DESCRIPTION SUP. BY INST. BY REMARKS ST# DESCRIPTION SUP. BY INST. BY REMARKS SN# DESCRIPTION SUP. BY INST. BY REMARKS 01-777 IMAGINE OWNER G.C. STO1 BEAREMY MASCOT STORAGE HOOKS G.C. G.C. PROVIDE 3 HOOKS MOUNTED AT 8'-0" A.F.F. - SEE DETAIL 15/A5.0 SNO1 STOREFRONT SIGNAGE OWNER G.C. SEE STOREFRONT DETAILS '_ 02-777 CHOOSE ME OWNER G.C. STO2 BOTTLED WATER COOLER OWNER G.C. SNO2 BEAR DEN SIGN (BACK ROOM OFFICE) OWNER G.C. MOUNT 4'-9" A.F.F. TO BOTTOM OF GRAPHIC 03-775 SLAT WALLOWNER G.C. STO3 MINI -FRIDGE & MICROWAVE 4%0" WIDE STOCK SHELVING - 8'-0" H.D./FREESTANDING METAL UNITS W/ 5 ADJUST. SHELVES. (STATIC AND ROLLING SYSTEM) OWNER OWNER G.C. G.C. STATIC AND ROLLING SHELVING AS MANUFACTURED BY MEG - LATERAL BRACE - ANCHOR TO WALLS PER MANUF. STD. DETAILS IF REQUIRED BY LOCAL CODE. - PROVIDE "OPEN" TYPE SHELVES AND SPACERS TO MAINTAIN 6" MIN. SPACING BETWEEN UNITS SNO3 SNO4 STOREFRONT BLADE SIGN "SMILE FOR ME" WALL GRAPHIC OWNER OWNER G.C. G.C. SEE STOREFRONT DETAILS (NOT USED) 06-775 DRESS ME 8'4"SECTION WITH DRAWER BASE OWNER G.C. ST04 06-775* PARTY 8'-0" SECTION OWNER G.C. (NOT USED) SNO5 TAKE -ME -HOME SOFFIT GRAPHICS OWNER G.C. 06-785 EXPLORE 8'-0" SECTION WITH DRAWER BASE OWNER G.C. ST04A 3'-0" WIDE STOCK SHELVING - 8'-0" H.D./FREESTANDING METAL UNITS W/ 5 ADJUST. SHELVES. (STATIC AND ROLLING SYSTEM) OWNER G.C. SNO6 TAKE -ME -HOME WALL LOGO OWNER G.C. 06-795 DRESS ME 8'-0" SECTION WITH OPEN BASE OWNER G.C. SNO7 DISCOVER GRAPHIC OWNER G.C. 07-775 DRESS ME 4'-0" SECTION WITH DRAWER BASE OWNER G.C. STO5 METAL EMPLOYEE LOCKERS OWNER G.C. G.C. TO VERIFY WITH ARCHITECT PRIOR TO BID SNOB EXPLORE FIXTURE GRAPHIC OWNER G.C. 07-775* DRESS ME 4'-0" SECTION WITH OPEN BASE OWNER G.C. (NOT USED) STO6 COMPUTER SERVER RACK OWNER G.C. G.C. COORDINATE INSTALLATION OF 3/4' FIRE -TREATED PLYWOOD BACKER BOARD FOR MOUNTING TO WALL (SEE FLOOR PLAN, SHEET A1.0) SNO9 EXPLORE SOFFIT GRAPHICS OWNER G.C. 08-775 DRESS ME 2'-0" SECTION WITH DRAWER BASE OWNER G.C. (NOT USED) SN1 0 IMAGINE GRAPHIC OWNER G.C. SNI 1 "BUILD -A -BEAR FOUNDATION" GRAPHIC OWNER G.C. 08-775* DRESS ME 2'-0" SECTION WITH OPEN BASE OWNER G.C. (NOT USED) 10-776 SIDE PANEL OWNER G.C. STO8 STUFFING BALE OWNER G.C. SN1 2 SUSPENDED WINDOW GRAPHICS OWNER G.C. 13-775 WORKHORSE OWNER G.C. STO9 2'-0"x4'-0" BREAK TABLE OWNER G.C. (NOT SHOWN) SN1 3 "CHOOSE ME" BLADE SIGN OWNER G.C. COORDINATE LOCATION OF BLADE SIGN WITH BABW REPRESENTATIVE PRIOR TO INSTALLATION 15-775 LOVE ME BINS OWNER G.C. STI0 P. LAM. SHELVING ON SIDS. (2 -0 , 4 -0 , OR 8 -0 WIDE) G.C. G.C. SEE DETAIL 13/A5.0 SN1 4 "STUFF ME" BLADE SIGN OWNER G.C. 16-775 IMPULSE FIXTURE OWNER G.C. ST1 1 2'-0"x3'-0" MARKERBOARD OWNER G.C. SN15 "DRESS ME" BLADE SIGN OWNER G.C. 17-776 WINDOW PLATFORM OWNER G.C. ST12 2'-0"x3'-0" TACKBOARD OWNER G.C. SN1 6 "NAME ME" BLADE SIGN OWNER G.C. 19-775 HEAR ME OWNER G.C. ST13 COAT HOOKS G.C. G.C. G.C. TO VERIFY WITH ARCHITECT PRIOR TO BID SN17 "SMILE FOR ME" BLADE SIGN OWNER G.C. BACKWRAP OWNER G.C. 23-700 MANAGER'S DESK AND WALL UNIT OWNER G.C. SN18 "TAKE ME HOME" BLADE SIGN OWNER G.C. 21-775 NAME ME OWNER G.C. SN19 4'-0" WIDE "CASTLE" WALL GRAPHIC OWNER G.C. _ (NOT USED) 24-777 OWNER G.C. SN20 5'-0" WIDE "CASTLE" WALL GRAPHIC OWNER G.C. 25-775 FEATURE FIXTURE CLEARANCE BIN OWNER G.C. SN21 6'-0" WIDE "TREE" WALL GRAPHIC OWNER G.C. 28-770 2 -POS FRONT CASHWRAP (ADA LEFT) OWNER G.C. COORD. ELEC. HOOKUP - (NOT USED) - 46-775 46-775* 3 -POS FRONT CASHWRAP (ADA LEFT) OWNER G.C. COORD. ELEC. HOOKUP - (NOT USED) 2 -POS FRONT CASHWRAP (ADA RIGHT) OWNER G.C. COORD. ELEC. HOOKUP - (NOT USED) 47-775 OWNER G.C. COORD. ELEC. HOOKUP - (NOT USED) 3 -POS FRONT CASHWRAP (ADA RIGHT) 47-775* ASSISTANCE CHAIR OWNER G.C. QUANTITY: 3 CENTER ADA CASHWRAP OWNER G.C. COORD. ELEC. HOOKUP CHOOSE -ME DISPLAY SCREEN OWNER OWNER QUANTITY: 1 PEDESTAL FIXTURE OWNER G.C. QUANTITY: 1 STOREFRONT LCD DISPLAY SCREEN ASSEMBLY OWNER G.C. QUANTITY: 1 STUFFER OWNER G.C. QUANTITY: 1 WIRE GRID OWNER G.C. QUANTITY: 1 SALES AREA FIXTURE SCHEDULE STOCK ROOM FIXTURE SCHEDULE SIGNAGE SCHEDULE /77//,/, / / / // / /i7%/ / / - /T/ r A ®D 0 1 B • ° I 01 6 • ... n r. wo0 , / ,- TG I 0 20 0 / 3.q' 0 D HIGH/LOW I O.F.O.I. DISPLAY SCREEN ASSEMBLY r �' DRINKING FOUNTAIN / 75'-10" 9.-1%z. / 2'-6"/ 2'-6" 2'-6" 2'-6" 3'-6" �i/.rte/�/� 41., I ,. / fel iii�.�.�i .r iiii� i i��i�i i .r� iii .► iir�..rii i ii��ii i �r�ii�ri i.� iiriii i iiiiii i �►i�i.�i.� i iii .iii i riiiii i r riiiii� i iiiiiii i "ilii A7 iiiiii i iiiiiii i iiiiii� i iiiiii i ri�iiii .� �i "r viii i iiiiii i �i��..ii .� i�� i i�iiii r I' .►iii.► ii viii. biiiii dzALrz-zdF�Ar Azz ii��iiiiii��iirxr:../�iiiiii�i��illZ1 i7'"AZ2 i /�iiiiii�i�i 1411i�i�iiii14' Ar 4 nfrlir�i� iiiii� 4CZAZ 4r4" iiiiiiA7.iriiiiii��iii .ii/��iiiiii��i�iiiiwi��iiiiii��iiirii 4:.4222r ..i�iiirii/��riiiiiii Z271ii�rAr iiii�i riiii �• .7 .. ,� 5'-0" CASTLE _ .'` P --g--, SN07 SN11 ---�-; "SMILE SNO6 03-i75 , GRAPHIC j� F---�-, - FOR ME" F.E. (SN20) o -rt--: -------- o --__SN10 EXIST. MOP SINK - -- - 24-777 - - SNO5 CLEARANCE — - ' SN 17 21-775 01-777 (IMAGINE) 06-775 - _�O I - I .• ■ ■ - - - - - 06-775 F.E. 11� `� � EQ ih EQ. � Fp i � � FSJ, 1 O Op /r 10-776,�� 1'-b"Ir ST10 ST10 ST1:0 CENTER ADA. • 3.0 - r - - hill E.P.FT t� TSFR. ✓ ✓ STO325-775CASHWRAP®1111101 /�} .E.P.,= N STO5 , 13-775 ////��/%//////%!// Air I i ' - - - - o w ASSISTANCE 1 • ► STl 1 I 36" WIDE, 33' HIGH 0 0 23-700 N m - - CHAIR LII' 1 o \ i 1 °N I I ' . 3.0 - - - - ACCESSIBLE PORTION OF DISCOVERY _ \ , 3.0 •• ►�1 '1,1!1 • 4• 0 \\ - SALES COUNTER FULL 0 �� STUFFER A h i �' I j o - - 25-775 - - - - - M DEPTH OF COUNTER &-i ___-----1 " � �<°,.•-- � STO6 ... �. - - - - - - - .e ♦� � � :� o N / N / � / o / � / 1,7) / N /� � 16-775 '16-775:. �." � ®11■ .' .: „ep : , _ ti!allilli N/_/-/ � �-;., o � - STANCE • ASSISTANCE _/IvASS STO2 / / / IP'uT CHAIR �..�'oCHAIR 1u■ ■Ila■ I ST10 ST10 13� ST01 / / / / / / i �ce 13-775 25-775 d "' v ' • ' ' O: :lii '4' / �f / rt / `7 / / v / — — — — — — L J ■ •— nuc `,, N / N / t7ii / N / r,-) / t, -)I / N / I, h I ■II -pp / / / / / � / I ^ — — ,,,,-, _, 1 0 OIC - 123.0 — _ _ ..... _ mu WINN / 1 / / / .: . - - - -I - - - - - — ilii NI INS o ^-/ NUM 0 o I o /Ln 0 / 0 / tTi 0 o / /n N I -N- p / / // / // / 10-776 Z N c, KNOWN 06-77 07-775 O9 I- 02-7 77 / / / / / / —a - .._.-. 0 / / / / / 3: / 06-785 (EXPLORE) 6: _ b" -OH 6F-0"TREE GRAPHIC / _ o CHOOSE -ME DISPLAY SCREEN _ ST10 SNOB /ii�� ►� ��i��i� ��ii�ri ' ,��►�� ,� Awa a aaaawww wwa� was "..11-1,-... a awwaaaa a wawwaww a wawaww w awaaww a aaawaaw a �.wwaawa a awwwaa w aa•�aaaa a aawawwa a .►awwaa w wwawwww wwaaaaa a wawaaw w wwwa�ww ''Z►waaaw�`�taaaaar��waaaaw�t�lawawa awaaawa a wawawa� — w wwaaaaa �.� aw Ii i ilii AIN. 2.17�.��iiirrii�i�i t=74e a� �taaawaa �i�aaaaaa�m. X ►, aaaaa��aawawa��`�aaaaa�`w,taawaa�i��taawwwwl`�aaaaw> >twwZZZL� Ne waaZ:L. NVZ. .►a,►�.�. aaaaa��`waawaa��zawaaaaz N, �►�taaaawa�►w ' / 9:-93/81F 2'-6" 2'-6" 4'-41: / 121'-37/8" / DASHED LINE INDICATES EXIST. SOFFIT ABOVE AT 10'-6" A.F.F. NOTE: SEE ENLARGED DETAILS ON A4 SHEETS FOR STOREFRONT DIMENSIONS AND OTHER CRITICAL INFORMATION 20 FIXTURE PLAN10 PIrR 1 Vi 1111 SCALE: 1/4" = 1'-0" � I^a•F?ruR ov M M O N N M M tiiO a U W a E- M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14017 West 95th Street 0 Lenexa. Kansas 66215 P 913 322 5150 0 F 913 322 5155 www.AcerIusGTOUp.com COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT 15 NOi TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT RIS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS: THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS.RUILT CONDMON5. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMEN510N5, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF RS RELATED ENTRIE5, VENDORS, OR CONTRACTORS, FOR ANY L055 INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFE ONAL SEAL: flEIE PROJECT TITLE: SEATTLE, WA SOUTHCENTER MALL SPACE NO.: 1 130 No.L Revision Description Date SHEET TITLE: FIXTURE PLAN AND SCHEDULES PROJECT NO.: SHEET NUMBER: 16283 DRAWN BY: F • O PDP ISSUE DATE: 12/14/16 --1 LB -10 a EM1 LB -10 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not Tess than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings anc areas used for exit discharge. EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. X B-2 20W V3 d- EM1 LB -10 EM1 LB -10 A LB -16 d AE LB -16 d ACI A LB -16 A LB -16 d A LB -16 d LB -1 EXISTING PANELBOARD 'LA' EXISTING PANELBOARD 'L EM1 LB -10 LI1=3 ® co C1 C AC1 A LB -16 d AE LB -16 d TX LB -21 120W e LB -21 LB -16 d 0 SYMBOL DESCRIPTION CONDUIT UP +2" UNLESS NOTED CONDUIT DOWN CONDUIT HOMERUN UNDERGROUND CONDUIT HOMERUN CONDUIT - AS SHOWN INDICATES (1) HOT/SWITCH LEG, (1) NEUTRAL, (1) GROUND * EM1 LB -10 TX LB -4 840W b UNDERGROUND CONDUIT - AS SHOWN INDICATES (1) HOT/SWITCH LEG, (1) NEUTRAL, (1) GROUND THREE PHASE CIRCUIT - TICK MARK INDICATES (3) CONDUCTORS, (1) GROUND SINGLE PHASE CIRCUIT - TICK MARK INDICATES (2) CONDUCTORS, (1) GROUND * NOTE: 3 -WAY AND 4 -WAY SWITCHING REQUIRES ADDITIONAL CONDUCTORS FOR PROPER OPERATION. PROVIDE AS REQUIRED FOR A COMPLETE WORKING LIGHTING CONTROL SYSTEM. PROVIDE UN -SWITCHED HOT TO ALL EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS. SINGLE POLE WALL SWITCH 2 WALL SWITCH - DESIGNATIONS AS FOLLOWS: 4=4 -WAY P=PILOT LIGHT H=LIGHTED HANDLE K=KEY SWITCH 1b GEC! d 00 191 LV +12" OD 2=2 POLE 3=3 -WAY M=MOTOR RATED SWITCH DM=DIMMER OS=OCC. SENSOR SWITCH (HUBBELL #ATP1277W) ELECTRICAL CEILING PLAN SCALE: 1 /4" = 1'-0" SIMPLEX RECEPTACLE - NEMA 5-20R UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE - NEMA 5-20R UNLESS NOTED OTHERWISE DOUBLE -DUPLEX RECEPTACLE - NEMA 5-20R UNLESS NOTED OTHERWISE RECEPTACLE DESIGNATIONS AS FOLLOWS: GFCI=GROUND FAULT INTERRUPTER WP=WEATHERPROOF S=SWITCHED E=EMERGENCY POWER IG=ISOLATED GROUND AC=ABOVE COUNTER HZ=HORIZONTALLY MOUNTED HEAVY DUTY RECEPTACLE - NEMA TYPE AS NOTED ON PLANS. FLOOR MOUNTED DUPLEX RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE QUAD RECEPTACLE JUNCTION BOX LOW VOLTAGE BELL LOW VOLTAGE CHIME SUB -WOOFER SPEAKERS 20 EXHAUST FAN DATA OUTLET TELEPHONE OUTLET TIMESWITCH NON-FUSED DISCONNECT SWITCH 60/3 = 60 AMP SWITCH, 3 POLE FUSED DISCONNECT SWITCH 60/3/40 = 60 AMP SWITCH, 3 POLE, 40 AMP FUSE LOW VOLTAGE 12" ABOVE FLOOR LINE OF AREA WHERE SHOWN ELECTRICAL PANELBOARD DUCT SMOKE DETECTOR NOTE: NOT ALL SYMBOLS MAY APPLY ELECTRICAL SYMBOLS SCALE: N/A 1. CONNECT ALL SIGNALING/CONTROL DEVICES PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH NATIONAL ELECTRICAL CODE (N.E.C.) AND ANY STATE/LOCAL CODES. 3. ALL CONDUIT SHALL BE GALVANIZED RIGID HEAVY WALL STEEL, OR EMT, SIZES SHALL BE DETERMINED PER N.E.C. WATERTIGHT FITTINGS SHALL BE PROVIDED. EMT CONDUITS SHALL HAVE COMPRESSION FITTINGS. FLEXIBLE CONDUITS (GALVANIZED STEEL) MAY BE USED FOR SHORT CONDITIONS TO VIBRATING EQUIPMENT, AND SHOWCASES, AS REQUIRED. 1/2 INCH SIZE MINIMUM, WITH A MAXIMUM LENGTH OF 6 FEET. 4. ALL ELECTRICAL EQUIPMENT SHALL BE RESTRAINED FOR SEISMIC FORCES IN ACCORDANCE WITH ALL BUILDING CODES. 5. ALL EQUIPMENT NOT TO BE REUSED IS TO BE REMOVED FROM SPACE COMPLETE. NO EQUIPMENT OR COMPONENTS MAY BE ABANDONED IN PLACE WITHOUT WRITTEN PERMISSION FROM THE LANDLORD. 6. EXACT LOCATION, CUT-OUTS AND MOUNTING HEIGHTS FOR WIRING DEVICES IN CASEWORK SHALL BE COORDINATED WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. 7. REFER TO ARCHITECT'S REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHTING FIXTURES, DO NOT SCALE FROM THESE DRAWINGS. 8. LIGHTING TRACK LENGTH SHALL BE AS SPECIFIED ON ARCHITECTURAL REFLECTED CEILING PLAN. 9. ALL CIRCUIT BREAKERS USED FOR LIGHTING CIRCUITS SHALL BE SWITCH DUTY RATED TYPE CIRCUIT BREAKERS. 10. VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO BID. NOTIFY OWNER OF ANY DISCREPANCIES. IF ACCEPTABLE TO OWNER'S REPRESENTATIVE, EX)efING EQUIPMENT MAY BE RE -USED. IF NOT ACCEPTABLE, FURNISH AND INSTALL NEW. 11. THE CIRCUIT BREAKERS PROVIDED SHALL BE OF THE SAME MANUFACTURER AND SERIES AS THE PANELBOARD. BREAKERS SHALL ALSO BE OF THE PROPER VOLTAGE AND SHORT CIRCUIT WITHSTAND RATING. 12. THE ABOVE INSTALLATIONS SHALL BE IN COMPLIANCE WITH ALL LOCAL CODES, THE NEC AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. THE GENERAL SPECIFICATION REQUIREMENTS SHALL ALSO BE OBSERVED. 13. STOCKROOM FLUORESCENT LIGHT FIXTURES ARE TO BE MOUNTED AT CEILING OR AT 12' AFF WHERE NO CEILING OCCURS. 14. ALL WALL MOUNTED EMERGENCY AND EXIT LIGHTING SHALL BE MOUNTED (1') ONE FOOT BELOW CEILING IN SALES AREA AND (10') TEN FOOT AFF IN STOCK ROOM, IF NO CEILING EXISTS IN STOCK ROOM. 15. ROMEX, BX, OR NON-METALLIC SHEATHED CABLE WILL NOT BE PERMITTED. 19 • COORDINATE EXACT LIGHTING FIXTURE LOCATION WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE FROM THIS ELECTRICAL CEILING PLAN. • GRID CLIPS MUST BE USED WITHIN 6" ON EACH SIDE OF TRACK CONNECTORS. 13 LIGHTING GENERAL NOTES SCALE: N/A KEYNOTE SYMBOLS: 1 i 2 1 X 1. PROVIDE CEILING MOUNTED SHOW WINDOW RECEPTACLE AS SHOWN ON PLANS. RECEPTACLE REQUIRED TO BE WITHIN 18" OF WINDOW PER NEC REQUIREMENTS. CONTRACTOR TO WALL MOUNT ABOVE WINDOW IF CEILING IS NOT WITHIN 18' OF TOP OF WINDOW. 2. CONNECT FIXTURE TO UNSWITCHED LEG OF CIRCUIT AS SHOWN ON PLAN. 3. INSTALL OWNER PROVIDED LC&D BRIGHTON DIGITAL SWITCH. LIGHT SWITCH SHALL HAVE ONE BUTTON FOR EACH CONTROL ZONE SHOWN, AND SHALL BE ENGRAVED AS SHOWN ON LIGHTING CONTROLS DETAIL. RE: SHEET E4.0 FOR ADDITIONAL INFORMATION. 4. INSTALL EXIT SIGN ON WALL ABOVE DOOR. 5. CONTRACTOR SHALL INSTALL SPEAKERS FURNISHED BY OWNER. PROVIDE 2 #18 AWG WIRES PER SPEAKER PAIR. LEAVE 8'-0" OF WIRE COILED AT COMPUTER RACK. SEE WIRING DETAIL ON SHEET E3.0. 6. FURNISH AND INSTALL 120 VOLT, 1 PHASE NON-FUSED LOCKABLE DISCONNECT SWITCH ABOVE ACCESSIBLE CEILING FOR SIGN. SIGN CONTRACTOR TO MAKE ALL CONNECTIONS, ETC. FROM LOAD SIDE OF THIS SWITCH TO SIGN. FURNISH AND INSTALL DEDICATED #10 COPPER GROUND WIRE FROM EQUIPMENT GROUND BUS IN PANEL FOR EACH CIRCUIT SERVING SIGN. DO NOT USE CONDUIT AS GROUND. VERIFY EXACT LOCATION WITH SIGN CONTRACTOR. DISCONNECT MUST BE WITHIN SIGHT OF SIGN PER NEC REQUIREMENTS. 7. EMERGENCY LIGHTING, GENERAL LIGHTING AND LIGHTING CONTROLS IN SPACE ARE EXISTING TO REMAIN. RELAMP/REBALLAST TO BRING TO PROPER OPERATING CONDITION. GENERAL NOTES 8. OCCUPANCY SENSORS SHALL BE SENSOR SWITCH MODEL #CM -PDT -10-R. CONTRACTOR SHALL ROUTE LOW VOLTAGE WIRING FROM OCCUPANCY SENSORS BACK TO CONTROL PANEL PER ALL MANUFACTURERS RECOMMENDATIONS. SCALE: N/A 18 KEYNOTES SCALE: N/A LIGHT FIXTURE SCHEDULE SYMBOL TYPE MANUFACTURER MODEL # LAMP VOLTAGE WATTS DESCRIPTION NOTES QTY. A PHILIPS 2EVG48L835-4-D-UNV-DIM 3500K LED 120 47.7 2X4 LED TROFFER, DIMMABLE 12 Mill'T AE PHILIPS 2EVG48L835-4-D-UNV-DIM-EMLED 3500K LED 120 47.7 2X4 LED TROFFER, DIMMABLE WITH EMERGENCY BATTERY BACKUP 6 Pm- D C1 JUNO T363WH GE - 92963 LED18D380W383025 1700L 120 18 WHITE TRACK HEAD WITH LED HEAD 70 0 F AMERLUX HDL -HP -R -A14 -20 -LED -120/ HDL-HP-EB-A14-MW-MFL-3000 3000K LED 120 20 DIMMABLE/ADJUSTABLE LED DOWNLIGHT 4 11 O G PHILIPS P4RD830VB / P4RD15NZ1OUVB / P4RW / 1951 3000K LED 120 17 DIMMABLE 4" LED DOWNLIGHT 8 Ca GE PHILIPS P4RD830VBEM / P4RD15NZI OUVB / P4RW / 1951 3000K LED 120 17 DIMMABLE 4" LED DOWNLIGHT WITH EMERGENCY BATTERY PACK 1 I PHILIPS LF4FR394OUDZT 4000K LED 120 42 BOH LED STRIPLIGHT, DIMMABLE 3 T TR JUNO R*WH - 120 - SALES FLOOR TRACK 1 - 0 TX JUNO TCL*WH - 120 - SALES FLOOR TRACK CURRENT LIMITING FEED 3 - ^ ^ EM1 EXITRONIX LED -90 LED INCLUDED 120 2 EMERGENCY LIGHT 2 4 �J X1 EXITRONIX S902 -WB -SR -RC -WH INCLUDED 120 5 EXIT SIGN WITH BATTERY BACKUP 2 2 X2 EXITRONIX VEX -U -BP -WB -WH INCLUDED 120 4 EXIT SIGN WITH BATTERY BACKUP 2 0 NOTES: ALL LIGHT FIXTURES AND LAMPS WILL CONTRACTOR SHALL BE RESPONSIBLE 1. REFERENCE LIGHTING PLAN FOR 2. REFER TO PLAN FOR MOUNTING 3. PROVIDE CURRENT LIMITING WATTAGE 4. ADJUST FIXTURE TO "FULL OUT" BE FURNISHED BY OWNER AND INSTALLED BY TENANT'S CONTRACTOR, UNLESS OTHERWISE NOTED. THIS FOR RECEIVING, STORING, AND PROTECTING FROM THEFT, BREAKAGE, ETC. AFTER SIGNING FOR RECEIPT. EXACT TRACK LENGTH. LOCATION. PER ELECTRICAL LIGHTING PLAN. POSITION. REeEI'VED CITY OF TUKWILA JAN 3 1 2017 CORRECTION PERMIT CENTER LT3# a LIGHT FIXTURE SCHEDULE SCALE: N/A U W H e x, rae0 Plyai r1 1) U M. E. P. Engineer: ACERTUS CONSULTING GROUP, LLC 14817 West 95th Sheet + Lenexa, Kansas 66215 P 913 322 5150 • F 913 322 5155 www.AcertusGroup.com COPYRIGHT DISCLAIMER: THIS DOCUMENT I5 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, AU. RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND COND1DONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDMONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROTECT. PROFESSIONAL SEAL: EXPIRES: 09/21/17 PROJECT TITLE: TUKWILA, WA SOUTHCENTER MALL SPACE NO.: 1130 1 LANDLORD COMMENTS 01/17/17 No.Z\ Revision Description Date SHEET TITLE: ELECTRICAL CEILING PLAN PROJECT NO.: SHEET NUMBER: 16283 DRAWN BY: SAS ISSUE DATE: 12/14/16 E1.0