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Home My WebLink AboutPermit D16-0258 - FOOTACTION - TENANT IMPROVEMENTFOOTACTION 1051 SOUTHCENTER MALL D16-0258 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 1051 SOUTHCENTER MALL Project Name: FOOTACTION Permit Number: D16-0258 Issue Date: 3/1/2017 Permit Expires On: 8/28/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: WESTFIELD SOUTHCENTER Address: 2800 WESTFIELD MALL, TUKWILA, WA, 98188 WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 PAUL ENGERT 26990 SE 22ND WAY , SAMMAMISH, WA, 98075 J E M CONSTRUCTION INC 29506 8TH AVE S , ROY, WA, 98580 JEMCOI*033DD Phone: (206) 225-1443 Phone: (253) 843-2765 Expiration Date: 5/15/2017 DESCRIPTION OF WORK: PARTIAL INTERIOR DEMOLITION OF EXISTING TENANT SPACE (MAKE READY SPACE). BUILD NEW DEMISING WALLS FOR SEPERATE MAKE SPACE READY AND NEW MALL STORAGE SPACE. SEPERATE ALL UTILITIES MEP SCOP TO BE SUBMITTED AS DESIGN -BUILD. Project Valuation: $175,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,657.98 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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: 007-111L.". Date: 1 7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print NameiCQc�� 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: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: 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. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: 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. 6: Readily accessible access to roof mounted equipment is required. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: 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. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire-resistance design as designated in the approved construction documents. 11: 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. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: 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. 14: 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). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 17: 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. 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 24: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206/575-4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 25: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 21: 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) 19: 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). 23: 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) 22: 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) 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0612 EXT ROOFING INSUL 1400 FIRE FINAL 0409 FRAMING LATH & GYPSUM 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION 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. / (p- 45? Project No. Date Application Accepted: Date Application Expires: ollaajiU O)/doll? (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1(7St 501k4- cti�er Tenant Name: King Co Assessor's Tax No.: 920247-0010 Mall, Tukwila, WA 9818E Suite Number: =4•6— Floor: 1st /17,04- 'f—fon PROPERTY OWNER Name: Paul Engert Name: Westfield Southcenter City: Sammamish State: WA Zip: 98075 Address: 2800 Westfield Mall Email: paul@engertarchitecture.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Paul Engert Address: 26990 SE 22nd Way City: Sammamish State: WA Zip: 98075 Phone: (206) 225-1443 • Fax: Email: paul@engertarchitecture.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: Ferguson Architecture Company Name: TBD Architect Name: Ben Ferguson Address: Address: 1916 Jefferson Ave City: Tacoma State: WA City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Linc1201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh New Tenant: Yes ❑ ..No ARCHITECT OF RECORD Name: Westfield Southcenter Company Name: Ferguson Architecture Company Name: TBD Architect Name: Ben Ferguson Address: 1916 Jefferson Ave City: Tacoma State: WA zip: 98402 Phone: (253) 248-6060 Fax: Email: bferguson@fergusonarch.com State: ENGINEER OF RECORD Name: Westfield Southcenter Address: 2800 Westfield Mall Company Name: TBD Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Westfield Southcenter Address: 2800 Westfield Mall City: Tukwila State: WA Zip: 98188 Page of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 175,000 Describe the scope of work (please provide detailed information): Partial interior demolition of existing tenant space (make ready space). Build new demising walls for seperate make space ready and new mall storage space. Seperate all utilitites MEP scope to be submited as design -build. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes 0.. 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 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:\Applications\Forms-Applications On Line \20I I Applications\Permit Application Revised - 8-9-1 I.docx Rcviscd: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1`t Floor 10,583 10,583 11N M 2nd Floor 3"' 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 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:\Applications\Forms-Applications On Line \20I I Applications\Permit Application Revised - 8-9-1 I.docx Rcviscd: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton ❑ ... Sewer Availability Provided 0 .. Renton ❑ .. 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) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities O ...Frontage Improvements ❑ ...Traffic Control O ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone O .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 11 11 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. 7,WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private ❑ 11 FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City Statc Zip H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised . 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN " R OR AUT ORIZ Signature: Mailing Address: 1916 Jefferson Ave, Tacoma, WA 98402 H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Rcviscd - 8.9.1 I.docx Rcviscd: August 2011 bh Date: 09/19/2016 Day Telephone: (253) 248-6060 City State Zip Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $69.87 D16-0258 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $69,87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R11232 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Friday, April 07, 2017 Paid By: JACOB MILLER Pay Method: CREDIT CARD 871029 Printed: Friday, April 07, 2017 8:12 AM 1 of 1 SYSTEMS o *44 11,4 ti LT- ej. Cash Register Receipt City of Tukwila Receipt Number R10962 DESCRIPTIONS I ACCOUNT f QUANTITY PermitTRAK PAID $2,261.06 D16-0258 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $2,261.06 DEVELOPMENT $2,153.60 PERMIT FEE R000.322.100.00.00 0.00 $2,149.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $107.46 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R10962 $107.46 $2,261.06 Date Paid: Wednesday, March 01, 2017 Paid By: J E M CONSTRUCTION INC Pay Method: CHECK 15014 Printed: Wednesday, March 01, 2017 1:16 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,396.92 D16-0258 Address: 1051 SOUTHCENTER MALL Apn: 9202470010 $1,396.92 DEVELOPMENT $1,396.92 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9450 R000.345.830.00.00 0.00 $1,396.92 $1,396.92 Date Paid: Tuesday, September 20, 2016 Paid By: WAYNE E JOHNSON Pay Method: CREDIT CARD 032297 Printed: Tuesday, September 20, 2016 12:14 PM 1 of 1 SYSTEMS VOAINSPECTION RECORD Retain a copy Pwith ermit IN ION NO. PERMIT NO. bib -o2'5 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project.� .kcii7arCTIV Type of Inspection:, hAtbiAl 1L Addres/s: &G'fe. ma. Date Called: Special Instructions: • Date Want d: 67v/7 p -m - Request r: Phone No: 753 —O 6— sf? 3 Approved per applicable codes. Corrections required prior to approval. inspector: Date.....//, 7 REINSPECTION FEE REQUIRED. Prior to next ins pa fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b'6 czs-e 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proje A/ T e of Inspection:_......... ii. Ar& t /AfAL Address: /'s i Sa1 1C6sn MALL Date Called: Instructions: CALL. it) mil Date Wanted:Y q zbA7 p.m. Requester: Phone No: Zs -t - 6,C,6 -s zq jApproved per applicable codes. Corrections required prior to approval. COMMENTS: 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 ION NO - 62ce PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec Type of Inspection: Address: 106 / Sera-MC/wale H71442-�� Date Called: 4�+e. p.m. pecial Instructions: vti 6-4-10 s a Date Wanted: I/ / Aqi 7 Requester: Phone No: _ Is3- (,)6- x4124/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: lamie SCAB EEP,9+e- 6,E� Date: 91/s7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 t -o is? Proj• ah�' "-Actio,/ Ty Inspection: IU 11 JQr Address: /oSI 5aepice- mc.c.. Date Called: Special Instructions: /1to) C3 k ' Pc r Airigr To .Maris Date Wanted.' I�� a / Requester: ' AtCo1 Phone No: 2S"3 G&r S 24 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ik.+ m '1°i, tvecF 01-77A1-6— lnspector:4 Date: 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 O )T /1-(4-1-0,.., ,-c, A ior(A wo✓ Type of Inspection: Sp✓k/ F, -P,,, Address: Suite#: I°C S MGIC Contact Person: Special Instructions: ,Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0, p,, Needs Shift Inspection: N Sprinklers: `r Fire Alarm: `(' Hood & Duct: N Monitor: 6.-;, jig.- Pre -Fire: Permits: Occupancy Type: Ai Inspector: /Kien 51 1 Date: y-) (0_ / 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION REC RD Retaii146py withpermit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: itt3Z1,19 fa 6 colw Type of Inspectio • F ;4 -- Address:, -- C- ,„ Suite #: / Ci Slilt /1-2, 1. -- Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: F//9- pt---?-.0‘3)r-J6) (2-672. w 7-- rPt- 7F-31- ag-frv, 71 Needs Shift Inspection: V t (-' Sprinklers: 'it Fire Alarm: 1E> Hood & Duct: 425/ Monitor: ("7 04-0-0) itt---/ Pre -Fire: 4irt-1-- Occupancy Type: IIVI Permits: Inspector: fript- Date: 4- /I Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,,.--- , / "7o)'/ Fire Alarm: Type of Inspection: 1li V-- Address:�� Suite #: /0 S Pre -Fire: ��/ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ,Corrections required prior to approval. COMMENTS: 111A77L ' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / Inspector: `5c, �` , _? Date: 1-///61/ 7 Hrs.: /. 0 $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 2/1/2017 City of Tukwila Department of Community Development PAUL ENGERT 26990 SE 22ND WAY SAMMAMISH, WA 98075 RE: Permit Application No. D16-0258 FOOTACTION 1051 SOUTHCENTER MALL Dear PAUL ENGERT, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 9/20/2016, hasnot been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 3/20/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved,, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, V AIL Rachelle Ripley Permit Technician File No: D16-0258 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0258 DATE: 03/30/17 PROJECT NAME: FOOTACTION SITE ADDRESS: 1051 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: w� *V! Building Division Public Works ❑ AAA 141k4 411 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/04/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/02/17 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0258 DATE: 09/20/16 PROJECT NAME: FOOTACTION SITE ADDRESS: 1051 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: t' no or Building Division Mil /UM, q-)0—lco Public Works 111 e__ 1 4M Mai Fire Prevention Structural n d4 Planning Division III Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 10/20/16 Approved Corrections Required ❑ Approved with Conditions n ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME:3--48-1 0,1 SITE ADDRESS: 1Q' I SO, jINe'ii-v,, PC14( PERMIT NO: bitp-os-8 ORIGINAL ISSUE DATE: 3- (-17 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITI LS ISSUED DATE STAFF INTI/TILS 1 1-- t7 Summary of Revision: M-7- 7 WY` Summary of Revision: L le+e 1 5.15.1.44_1.�0+ u,,t u cipp 1411-- b 1,7 L0444 _ Received by: \ l7eG _,w..e� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3- Z' • /7 Plan Check/Permit Number: LQ - D Z.S 6 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # E' Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: /-5.-6.1-41.,, '» c S(ju A. - Project Address: /OS/ Stan/ -/-74 /ei—/'%'% /L Contact Person: re(l yt_7Y7 Summary of Revision: L e/) ✓Ci //15/ -da r Cfe , / 1 Phone Number: Ar%- iOi• /a./efr- RECEIVED CITY OF TUKWILA MAR 3 0 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 J E M CONSTRUCTION INC Washington State Department of Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 2 A -Z Index Help My L&T Workplace Rights Trades & Licensing J E M CONSTRUCTION INC Owner or tradesperson Principals MILLER, JAMES E, PRESIDENT Doing business as J E M CONSTRUCTION INC WA UBI No. 601 770 782 29506 8TH AVE S ROY, WA 98580 253-843-2765 PIERCE County Business type Corporation Governing persons JAMES E MILLER LORI K MILLER; 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. JEMCOI*033DD Effective — expiration 03/04/1997— 05/15/2017 Bond ................. CBIC Bond account no. SA7695 $12,000.00 Received by L&I Effective date 03/19/2002 03/01/2002 Expiration date Until Canceled Insurance .......................... American States Insurance Co $1,000,000.00 Policy no. 01C12205496 Received by L&I Effective date 03/29/2016 04/16/2015 Expiration date 04/16/2017 Insurance history Savings ..._............... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601770782&LIC=JEMCOI * 033DD&SAW= 3/1/2017 J E M CONSTRUCTION INC L&I Tax debts .......................................... No L&I tax debts are recorded for this contr,._.,)r license during the previous 6 year period, but soros .,tS may be recorded by other agencies. License Violations ...................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 968,907-00 ................................. Doing business as J E M CONSTRUCTION INC Estimated workers reported Quarter 4 of Year 2016 "4 to 6 Workers" L&I account representative T2 / SUSAN BETTS (360)902-4828 - Email: BETT235@Ini.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 C> Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601770782&LIC=JEMCOI*033DD&SAW= 3/1/2017 Technical. ent SUSPENDED CEILINGS 401 Suspension Systemis fol' A+ oustical,Layr in Celhrtgsi t k J k Se itts, a. m„r »£'.xivac De.i�`..Ns.a.�..d ic gn.mFuCate�ar..�.g..?it{os { rt, } en t ,fir z$ a rltz ✓i c This document has been revised based on current Building Code standards. in all buildings, other than structures classifiedas essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are deemed to comply with the current building code interpretation. This document provides the IBC -2015 referenced standards for the installation of suspension stems for acoustical lay -in SPe Y ceilings. Incorporation of this document provide a more uniform standard for installation and inspection. This document is 9 rpo R designed to accomplish the intent of the International Building Code (IBC) with regard to the requirements for seismic design cats o D E and F forsus nded ceilings and related items, Unless supported byengineering, the suspension system shall be 9 rY a pe g R1� g 9r R installed per these requirements and those of the referenced documents. Manufacturers' recommendations should be followed where applicable. General Recommendations • Referenced sources per hierarchy: 2015 International Building Code (IBC), American Society of Civil Engineers (ASCE 7-10), American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM E 5801E 580M), and Ceilings and Interior Systems Construction Association (CISCA). • Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be independent of the ceiling splay bracing sYstem. Source: ASCE 7-10 Section 13.5.8.1 • For further information on bracing of non -load bearing partitions refer to NWCB Technical Document #200-501. • All main beams are to be Heavy Duty (HD). Source: ASTM E58OSection 5.1.1 • Ceilings less than or equal to 144 ft2 and surrounded by walls connected to the structure above are exempt from the seismic design requirements. Source ASTM E580 Sec,ion 1.4 • These recommendations are intended for suspended ceilings and related components in areas that require resistance to the effects of earthquake motions. Source: ASTM E580 Section 3.2 • All wire ties are to be three tight turns around itself within three inches. Twelve gage Hanger wire spaced 4 foot on center (figure 1). Sourco: ASTM C636 Section 2.3.4 • Changes in ceiling planes will require positive bracing. Source: ASTM E580 Section 5.2_8.6 i� NWCB IW WALL & CEILING BUREAU 7T NORTHWEST WALL AND CEILING BUREAU B HEADQUARTERS 282.5 Eastlake Ave E Ste 350 I Seattle. WA 98102 tel 206-524-4243 1 email info@ro...,cb.org maximum 3" (T6m ) figure 1 OREGON tel 503-295-0333 email oregon@nwcb.org SUSPENDED CEILING INSTALLION NOTES & DETAILS NO SCALE PAGE 1 OF 4 figure 2 Lateral force Bracing 45. alas 45. or lass l45•ar loss brace wires Main beam -- -- Cross lee -12 —�' 12 gage splayed figure 3 Maximum Recommended Lengths for Vertical Struts ONDUIT %x" EMT conduit %" EMT conduit 1" EMT conduit ETALbtJDS ti. Single 1W metal stud (20 gage) Up to 610" up to 7'8" upto9'9" up to 12'0" Back-to-back 1W metal stud (20 gage) up to 15'0" Single 2'/:" metal stud (20 gage) up to 13'6" Back-to-back 2' /z" metal stud (25 gage) up to 1510" Source: Porttand Building Department Note: Plenum areas greater than 15'0" will require engineering calculations. figure 4a Attached Wall Molding Requirements irements figure 4b Unattached Wall Molding Requirements saaasartarn sunaala at.. requited a oe" oel ee carpal. bora for anitaa its 0.,1 al unlliaCtr4 N'al, Lateral Force Bracing {figures 2 and 3) • Ceilings constructed of screw -or -nail -attached gypsum board on one level that are surrounded by and connected to walls or soffits that are laterally braced to the structure above are exempt from seismic design requirements. Source: ASCE 7-10 Section 13.5.6.2.2 Exception 2. ASTM E580 Section 1.7 • Ceiling areas of 1000 ft2 or less shall be exempt from later force bracing requirements. Sourco: ASTM E580 Suction 1.6 • Lateral force bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no farther than 6 feet from walls. Source: ASTM E580 Section 5.2.8.2 • Seismic splay wires are to be four 12 gage wires attached to the main beam. Wires are arrayed 90° from each other and at an angle not exceeding 45° from the plane of the ceiling. Source: ASTM E580 Suction 5.2.8.2 • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, with a safety factor of 2, whichever is greater (figure 6b). Sourco: CISCA zones 3-4 • Power Actuated Fasteners (PAF's), when used for seismic application as part of the prescriptive path In Seismic Design Categories D, E and F, shall have an ICC -ES approval for seismic applications and shall require "special inspection" irrespective of the type of occupancy category the structure is in. PAF anchors for kicker wires (splayed wires installed for purposes other than seismic restraint) are exempt from this requirement. Sourco: State of Oregon. Building Codes Division • Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. Source: ASTA4EsaoSection 5.2.8.2 • Rigid bracing may be used in lieu of splay wires. Source: ASTM E580 Section 5.2.8.4 • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. Source: Portland Building Department • Vertical struts must be positively attached to the suspension systems and the structure above. source: ASrM 6580 Section 5.2.8.2 • The vertical strut may be EMT conduit, metal studs or a proprietary compression post (see figure 3). Wall Moldings (figures 4a and 4b) • Wail moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide. One end of the ceiling grid shall be attached to the wall molding, the other end shall have a 3/ inch clearance from the wall and free to slide. Sourco: ASTM E580 Section 5.2,2. Section 5.2.3 • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for the 2 -inch closure angle. source:statoofOregon. Building Codes Division • The grid shall be attached at two adjacent walls (pop rivets or approved method). Soffits extending to a point at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be PAGE2OF4 Tlf �ro "�tn..3d'v o a Highe an.dardl NORTHWEST WALL AND CEILING BUREAU figure 5a figure 5b • Countersbping figure 6a Vertical hanger wire atachment Shot -In anchor Structural concrete Ceiling clip 3 turns 518" max. Vertical hanger wire figure 6b Splayed seismic ['raring wire attachment drill -in expansion anclor-1r!-r f Structural concrete Steel strap 1" wide x 2 Tong x 12 gage minimum 3 turns Splayed seismic bracirg wire. EBOIld to a ig)ze` equivalent to walls. Source: Slate of Oregon, Building Codes Division. ASTM 5580 Section 5.2.3, Suction 5.2.9.1 Spreader Bars (figure 4b) • Terminal ends of main runners and cross members shall be tied together or have some other approved means to prevent their spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8 in. of each wall. Source: ASTM 6580 Section 5.2.4 • Spreader bars are not required at perimeters where runners are attached directly to closure angles. • Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for spreader bars. Sourco: State of Oregon, Building Codes Division Hanger (Suspension) Wires (figures 5a and 5b) • Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) counter sloping wires are provided (figure 5b). Source: ASTM C636 Section 2.1.4 • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. Source: ASTM C636 Section 2.1 • Any connection device at the supporting construction shall be capable of carrying not Tess than 100 pounds. source: ClscA zones 3-4 • Powder Actuated Fasteners (PAFs) are an approved method of attachment for hanger wires. Source: State of Oregon, Building Codes Division • Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire (see figure 4 & 5 a). Source: ASTM 8580 Section 5.2.6 • Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be sized to resist the dead load and lateral forces appropriate for the seismic category. Source: ASTM E580 Section 5.2.7.4 Electrical fixtures • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure above. This wire may be slack. Source: ASTM 5580 Section 5.3.4 • Light fixtures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gage wires attached at opposing comers of the light fixture to the structure above. These wires may be slack. Source: ASTMM6580 Section 5.3.5 • Light Fixtures weighing more than 56 lbs. shall be supported directly from the structure above by approved hangers. Source: ASTM E580 Section 5.3.6 • Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate support without using the ceiling suspension system for direct support. Source: ASTM E580 Section 5.3.7 • Tandem fixtures may utilize common wires. Mechanical Services • Terminals cr services weighing less than 20 lbs. shall be positively attached to the ceiling suspension main runners or to cross runners that have the same carrying capacity as the main runners. Sourco: ASTM E580 Section 5.4.1 PAGE3OF4 7_. NORTHWEST WALL AND CEILING BUREAU •e 7 Terminals or services weighing 20 lbs. but not more than 56 lbs. shall have, in addition to 5.4.1, two 12 gage wires connecting them to the ceiling system m hon ers orthe structure abov e.hes T e wiresa m y be slack. Sourco: ASTM 5580 Section 5.4.2 Terminals or services weighing more than 56 lbs. shall be supported directly from the structure above by approved hangers. Source: ASTM 6580 Section 5.4.3 ismic Separation Joints (figure 7) For ceiling areas exceeding 2,500 ,square feet, a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system, closure angles and penetrations to provide sufficient clearance. Source: ASCE 7-10 Section 13.5.6.2.2 b Glossary for this Document • The layout and location of the seismic separation joint shall be per the designer of record and noted on the plans. If a seismic separation joint is required by the designer, the designer may use the generic joint detailed in this document or a proprietary joint. The amount of free movement (gap design) shall be a minimum of 3A inch. Source: State of Oregon, Building Codes Division • In lieu of seismic separation joints, the ceiling may be divided into areas less than 2500 square feet by the use of partitions or soffits as follows: partitions shall extend a i i.'. m n mu m of 6 inches above the level of thep lane of the gridindependently and shall be inde endentl braced to the structure above: Soffits shall extend to aP ointat least levet with the bottom plane of the grid and shall be independently supported and laterally braced to the structure above. Source: State of Oregon Building Codes Division, ASTM 6580 Section 5.2.9.1 Sprinklers • For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 inch oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at least 1 inch in all horizontal directions. Flexible head design that can accommodate 1 inch free movement shall be permitted as an alternate. Source: ASTM E58QSection 5.2.8.5 Rs EES cros ebthat in )earnOSs, Talso known asscrossmmrunnerers orterlocrossck T barswiththe. main )IFFUSERA circ i u ar or recta: alar metal grill used for the g g lassage of air from a ducted system. !SSENT1At. SERVICE BUILDINGS Any buildings designed to be sed bypublic agencies p g as a fire station, police station; erne er ,enc o erations center State Patrol office gosh r r � Y P e Iff's office, o . mergency communication; dispatch center. 3RiD The main beams and cross tees of the suspension system.: ANGER WiRE 10 or 12 gage soft annealed wire used as pi- nery support for the grid system,Also called>suspension wires. ATERAL FORCE BRACING The bracing method used to prevent moiling uplift or restrict lateral movement during a seismic event. ItateAINrai fourcnnerThe bracingeri orpmainsconsists uspoensif verticalon` mset earndsu splaywirebs, BsmbY Langer wires, also known as the main runner, carrying tee, tarrying rEAM HOLDING/CLOSURE ANGLE A light gauge metal angle' or chan-' lel fastened to the perimeter wall or partition to support the man accoustical ceiling grid. PERIMETERperiCLIPS Proprietary angle bracket attached directly ment in the event of seismic activity and interlocks properly with ends eter of grid system. PERIMETER WIRES Hanger wires the surrounding walls: PLENUM The space above a suspended ceiling. SLACK WiRE Al2 gage wire that is not tight or taut. SPREADER or SPACER BAR A bar with notches to prevent the suspension system from separating, also called a stabilizer bar. SPLAY WIRES Wires installed at an angle rather than perpen dicular to thegrid VERTICAL STRUTS The rigid vertical member used in later- al force bracing of the suspension system. Also known as compression posts, seismic pods, seismic struts. Common materials are electrical conduit (EMT), metal studs or propri- etary; products. placed within eight inches of \WCB has been serving the construction industry for over forty years. It is recognized as a technical authority, educational body and spokesperson for the wall and ceiling ;try. It provides services to architects and the construction community on all matters relating to the diversified wall and ceiling industry. As the Industry's development :oordination organization, the NWCB saw the need to establish a document to provide clarification and the intent of NEHRP (National Earthquake Hazards Reduction ram) an agency of FEMA (Federal Emergency Management Agency). It is meant to serve as a set of recommendations and is not Intended for any specific construction ct. This technical document is to serve as a guideline and it is not intended for any specific construction projects. NWCB makes no express or implied warranty or antee of the techniques, construction methods or materials identified herein: PAGE 4 OF 4 cb.org .0 NORTHWEST WALL AND CEILING BUREAU c_0 4e 40f„ rs t IFI : LEASE LINE INSTALL HILTI FIRE STOP AT HEAD OF WALL IN ACCORDANCE W/ MANUF. INSTRUCTION FOR ONE HOUR RATED WALL 1- 0 w 0 w U 0 W J F-) 2 %" TYPE "X" GWB TO BE INSTALLED BY FUTURE TENANT FUTURE TENANT SIDE ROOF STRUCTURE INSTALL ROCK WOOL AT METAL DECKING FKUTES DEEP LEG COMPENSATION TRACK AT TOP OF WALL TO ALLOW FOR 2" DEFLECTION A 1 1 73 CO CO co "ct- CV C\1 BEN D ID F 1 R GUSAN STATE OF SHINGTON a R No chane; I of Ivorft 1lrfthe- SONS m , f-ita to I cnpp i C l n I:rf,,afl,,t ,i � NoT r f �, I nd t llfl ,;�, ,�i a may , t / ltJrtl!r+8f 1051 SOUTHCENTER TUKWILA, WA 98188 EXISTING CEILING PATCH AND REPAIR BY FUTURE TENANT 6 " X 20 GA. METAL STUDS @ 16" O.C. WITH 8" TYPE "X" GWB FIRE TAPE WITH LEVEL 2 FINISH ONLY.. STORAGE ROOM ONE HOUR WALL CONSTRU PER UL DE.45IGN c NQ,V46 o`' on„ 1, c7py El RECEIVED] CITY OF TUKV I MAR 30 2017 PERMIT CENT t::umbii 3 • i'iulllo R f_, t tkv),!!�:1 REVISIONS: i DATE: PROJECT NO: PRINCIPAL -IN -CHARGE: PROJECT MANAGER: WN BY: DR 1lina5 vDER ACTUATED."`: `iw=; to errors and ct i'ASE'/ DEI:IVERABLE: FASTTN ,4"�O..c._ .:... :.:Erg13f1t3 doP notPERMIT SET the violation o' €:5y adoptA code or ordinar:.:. ExiTif.zocaetiold C py and conditions FLOOR SLAB SHETTiTL: 03129/2017 009.03.16 j BENT PAUL PAULI E3y: .CEILING N WALLTYP REVIEWED FOR CODE COMPLIANCE TESPPROVED APR 0 4 2017 11-0&- 12-3D- SHEET NO. wila BUILDING DIVISION A7.1 ABBREVIATIONS ADJ ALT AFF ALUM ANG ANOD AC BLDG BLK'G BM B/S CAB CIRC CLR CLG CL COL CONC CONST CONT COORD CPT CT DET DIA DIM DN DR DWG EA EL ELEC ELEV EN EQ EXIST FF FIN FLR FLUOR FOIC ADJUSTABLE / ADJACENT ALTERNATE ABOVE FINISH FLOOR ALUMINUM ANGLE ANODIZED ACOUSTICAL CEILING AT BUILDING BLOCKING BEAM BUILDING STANDARD CABINET CIRCULATION CLEAR OR CLEARANCE CEILING CENTERLINE COLUMN CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CARPET CERAMIC TILE DETAIL DIAMETER DIMENSION DOWN DOOR DRAWING EACH ELEVATION ELECTRIC ELEVATION OR ELEVATOR ENAMEL EQUAL EXISTING FACTORY FINISH OR FINISH FLOOR FINISH FLOOR FLUORESCENT FURNISHED BY OWNER INSTALLED BY CONTRACTOR GRAPHIC LEGEND IIIIIIII- ElI1-111=1 11 111111- // // // • • EARTH GRAVEUROCK CONCRETE ASPHALT PAVING WOOD FRAMING BLOCKING OR SHIM FINISH WOOD GLASS(ELEVATION) GLASS(SECTION) GYPSUM WALL BOARD CAULKING/SEALANT PLYWOOD BRICK ACOUSTIC TILE RIGID INSULATION BATT INSULATION METAL SYMBOLS LEGEND OFC (1024) 9'-0" GW GRID LINES ROOM NAME ROOM NUMBER DOOR NUMBER CEILING HEIGHT CEILING TYPE GW = GYPSUM WALLBOARD AC = ACOUSTICAL CEILING DATUM OR PROPERTY CORNER KEYNOTE 1 FTIC FT FURN GA GALV GL GW OR GWB HDW HM HGT HVAC IN INCAD INCL INSUL INSTL JAN JB JST JT KIT LF LTG MAT'L MAX MECH MED MEZZ MFR MISC MTD MTL N/A NIC NO NOM NTS FURNISHED BY TENANT INSTALLED BY CONTRACTOR FOOT / FEET FURNISH / FURNISHINGS GAUGE GALVANIZED GLASS / GLAZING GYPSUM WALL BOARD HARDWARE HOLLOW METAL HEIGHT HEATING VENTILATING AIR CONDITIONING INCH INCANDESCENT INCLUDE INSULATION INSTALLATION JANITOR JUNCTION BOX JOIST JOINT KITCHEN LINEAL FOOT LIGHTING MATERIAL MAXIMUM MECHANICAL MEDIUM MEZZANINE MANUFACTURER MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE SYMBOLS LEGEND CONT. VCT CPT SV WM CI) w cc 0 w VINYL COMPOSITION TILE CARPET SHEET VINYL WALK -OFF MATT INTERIOR ELEVATION REFERENCE ELEVATION / SECTION REFERENCE /n EGRESS DIRECTION EGRESS PATH EGRESS START POINT NORTH ARROW DETAIL REFERENCE DETAIL SECTION / PLAN CUT 1 ENLARGED PLAN 1 1 REFERENCE 1 1 �----J 2 OC OPN'G OPP PERP PL PLYWD PNL PR PROP PT R RB RFGR REINF REQ'D REV RM RO SC SECT SHT SIM SM SQ STD SUSP TELE TEMP THERST TYP UNO VAR VCT VERT VWC W/ W/0 WC WD ON CENTER OPENING OPPOSITE PERPENDICULAR PLATE OR PLASTIC LAMINATE PLYWOOD PANEL PAIR PROPERTY PAINT RADIUS RESILIENT BASE REFRIGERATOR REINFORCEMENT REQUIRED REVERSE ROOM ROUGH OPENING SOLID CORE SECTION SHEET SIMILAR SHEET METAL SQUARE STANDARD SUSPENDED TELEPHONE TEMPERED THERMOSTAT TYPICAL UNLESS NOTED OTHERWISE VARIES VINYL COMPOSITION TILE VERTICAL VINYL WALL COVERING WITH WITHOUT WALL COVERING WOOD ELECTRICAL SYMBOLS ID DUPLEX OUTLET (p DEDICATED DUPLEX OUTLET 4 a Us $3 lost FOURPLEX OUTLET DEDICATED FOURPLEX OUTLET VOICE / DATA OUTLET RECESSED FLOOR VOICE / DATA OUTLET 208V OUTLET 220V OUTLET OVERHEAD FEED FURNITURE POWER / DATA POLE OVERHEAD ELECTRICAL DROP CORD SPECIAL OUTLET (SEE KEYNOTES) CARD READER OUTLET ELECTRICAL JUNCTION BOX SECURITY SYSTEM ACCESS PANEL LIGHTING SWITCH THREE-WAY LIGHT SWITCH LIGHTING OCCUPANCY SENSOR HVAC THERMOSTAT Pe it GENERAL NOTES 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OFTHESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS INCLUDING LOCAL JURISDICTIONAL AND OWNER REQUIREMENTS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK THAT COULD BE EFFECTED BY THE DISCREPANCY SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 4. SEPARATE PERMITS, WHEN REQUIRED AND/OR ARE DESIGN/BUILD , SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND SUPPLEMENTAL DOCUMENTS SHALL BE PROVIDED FOR REVIEW BY THE AUTHORITY HAVING JURISDICTION AND BY THE OWNERITENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. 5. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER AND ALARM SYSTEMS SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING AND FIRE CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE SCOPE OF WORK SHALL BE PERFORMED BY A APPROVED INSPECTION SERVICE APPROVED BY THE AUTHORITY HAVING JURISDICTION OR BUILDING OFFICIAL. 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. 8. DIMENSIONS ARE TO LEASE LINE UNLESS NOTED OTHERWISE. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER. 12. ALL WORK AND MATERIALS SHALL BE PLACED / INSTALLED IN FULL ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE IN AFFECT WITHIN THE JURISDICTION WORK IN PERFORMED AND ALL OTHER APPLICABLE STATE OR LOCAL LAWS AND REGULATIONS AS ARE APPLICABLE. NOTHING IN THESE DRAWINGS SHALL BE CONSTRUED TO PERMIT WORK WHICH IS NOT IN CONFCRMANCE WITH ANY CODE OR REGULATION IN AFFECT. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES. 15. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED AT LOCATION PER IBC SEC. 718 . 16. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY SHALL COMPLY WITH THE CURRENT MECHANICAL CODE, WASHINGTON STATE ENERGY CODE AND ANY LOCAL JURISDICTION REQUIREMENTS. 17. PROVIDE ILLUMINATED EXIT SIGNAGE WITH MIN. 45 MINUTES BACKUP POWER AT ALL REQUIRED EXITS. 18. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND ALTERED BY NEW CONSTRUCTION. 19. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PROTECTION OF PEDESTRIANS DURING CONSTRUCTION. 20. ASBESTOS AND HAZARDOUS WASTE : THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. 21. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL MIN, OF 3 FIRE EXTINGUISHERS OR AS OTHERWISE REQUIRED BY LOCAL JURISDICTION.VERIFY LOCATIONS WITH WESTFIELD FACILITY MANAGER. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Reeoipt of approved Field Copy and conditions is acknowleded: BY: Dat & 3-/-/7 7 City of Tukwila BUILDING DIVISI 0 3 SEPARATE PERMIT REQUIRED D FOR. L 7 3Chanical Electrical g9tumbing [V'Gas Piping City of Tukwila rid t�`O DIVISION CODE INFORMATION 2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS ICC/ANSI A117.1-09, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, WITH STATEWIDE AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS 2015 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS 2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS 2015 INTERNATIONAL ENERGY CONSERVATION CODE/WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL EXISTING BUILDING CODE WITH STATEWIDE AMENDMENTS FOUND IN THE IBC OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: FIRE SEPARATION REQUIREMENTS: M (MERCANTILE - COVERED MALL) II -N FULLY SPRINKLERED IBC SECTION 1024.5 OPENINGS - DOORS TO EXIT PASSAGEWAYS SHALL BE PROTECTED BE 60 MINUTE RATED DOOR AND FRAME ASSEMBLY THAT IS SELF CLOSING. EACH TENANT SPACE SHALL BE SEPARATED BY A FIRE PARTITION (60 MINUTES RATED) IN ACCORDANCE TO IBC SECTION 708. FLOOR AREAS: FLOOR AREAS: TENANT SPACE STORAGE SPACE TOTAL AREA 8,000 SQ. FT. 2,583 SQ. FT. 10,583 SQ. FT. LIGHTING REQUIREMENTS SPACE IS RECONFIGURED - NEW LIGHTING FIXTURES ARE PROPOSED IN A LIMITED AREA OF IMPROVED SPACE. BALANCE OF FIXTURES ARE EXISTING TO REMAIN. NEW LIGHTING FIXTURES WILL COMPLY WITH 2015 WSEC LIGHTING REQUIREMENTS. ENERGY REQUIREMENTS NO BUILDING ENVELOPE MODIFICATIONS ARE PROPOSED. PLUMBING FIXTURE REQUIREMENTS NOTE: SCOPE OF WORK DOES NOT INVOLVE PLUMBING WORK AT THIS TIME OTHER THAN STUBBING SEWER LINE AND WATER LINES INTO VACANT SPACE. NEW PLUMBING FIXTURES WILL BE UNDER SEPARATE FUTURE TENANT IMPROVEMENT. DEFERRED SUBMITTALS - DESIGN BUILD ALL DEFERRED SUBMITTALS - DESIGN BUILD ITEMS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS AND SHALL BE SUBMITTED TO WESTFIELD PROJECT MANAGER BY GENERAL CONTRACTOR. HE / THEY ARE RESPONSIBLE FOR ALL PERMIT COSTS AND PERMITTING OF SAME. • FIRE ALARM • FIRE SPRINKLERS • MECHANICAL SYSTEMS • ELECTRICAL SYSTEMS • PLUMBING SYSTEMS SEE SHEET A1.2 FOR ADDITIONAL MEP SCOPE DESCRIPTION. PROJECT DIRECTORY ARCHITECT / CONTACT: FERGUSON ARCHITECTURE 1916 JEFFERSON STREET TACOMA, WASHINGTON 98401 OWNER: GENERAL CONTRACTOR: TAX PARCEL # 920247-0010 CONTACT: PAUL ENGERT PHONE: (206) 225-1443 EMAIL: paul@engertarchitecture.com WESTFIELD SOUTHCENTER 2800 WESTFIELD MALL TUKWILA, WASHINGTON 98188 CONTACT: PHONE: EMAIL: TBD LEGAL DESCRIPTION WAYNE JOHNSON 206 714-3485 wjohnson@us.westfield.com WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 PGS 77-84 (AKA PARCEL A TUKWILA BSIP #L10-032 REC #20101021000765) ADDRESS 1051 SOUTHCENTER TUKWILA, WA 98188 PROJECT DESCRIPTION PARTIAL INTERIOR DEMOLITION OF EXISTING TENANT SPACE (MAKE READY SPACE). BUILD NEW DEMISING WALLS FOR SEPARATE MAKE SPACE READY AND NEW MALL STORAGE SPACE. SEPARATE ALL UTILITIES ,MEP SCOPE TO BE SUBMITTED AS DESIGN/BUILD. INDEX OF DRAWINGS A1.0 PROJECT REAM, INDEX & CODE INFORMATION A1.1 ACCESSIBILITY GUIDELINES A1.2 FLOOR DEMOLITION PLAN A1.3 CEILING DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 CEILING PLAN A7.1 CEILING NOTES / WALLTYPE EN STAT ITEC. MOM HINGTO 1 Ma OMNI REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 5 2016 &ty of Tukwila BUILDING DIVISION NORDSTROM 3 MILS WAXY macys 2Rw O o. • JCPenney 3 LEWIS mew AREA OF WORK 0 RECEIVED CITY OF TUKWILA SEP 2 0 2016 PERMIT CENTER REVISIONS chant/tee wade to the scope of work r,;:!:-1, '; r -:^r approval of To.:r.rr:, c::;;;,;-.;:',1 Division. NOTE: R3vi£iD%. . q . a a new pian submittal and may inc.!` _ r :'�: ional plan review fees. 00r©a_ae-a© o alt bP OVERALL MALL PLAN REVISIONS: DATE: 09/15/2016 PROJECT NO: PRINCIPAL -IN -CHARGE: PROJECT MANAGER: DRAWN BY: 009-03-16 BEN PAUL PAUL PHASE / DELIVERABLE: PERMIT SET SHEET TITLE: PROJECT TEAM INDEX CODE INFORMATION SHEET NO. A1.0 4 302/303-FLOOR-SURFACE--S--&-CHA 1 3ES-IN-LEVE L 11.04 DOORS A ntinued ANSI 303 - CHANGES IN LEVEL (REFERENCE DETAIL. 5.1) A. Changes in level up to 114" may be vertical and without edge treatment B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2. DETAIL 5.1 ANSI 302.2 - CARPET A. Carpet provided on a floor surface shall be securely attached; have a firm pad or backing, or no pad; and have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Maximum pile thickness shall be 1/2". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. ANSI 302.3 - OPENINGS A. Openings in floor surfaces shall be of a size that does not permit the passage of a 112 inch (13 mm)diameter sphere, except as allowed in Sections 407.4.3, 408.4.3, 409.4.3, 410.4, and 805.10. Elon-gated openings shall be placed so that the long dimen-sion is perpendicular to the predominant direction of travel. 305 CLEAR FLOOR SPACE ANSI 305.3 - SIZE A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 305.6 APPROACH. A. One full, unobstructed side of the clear floor space shall adjoin or overlap an accessible route or adjoin another clear floor space. 307 PROTRUDING OBJECTS ANSI 307 - GENERAL (REFERENCE DETAIL 4.4.1 & 4.4.2) A. Objects projecting from walls (for example, telephones) with their leading edges between 27"-80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27"-80" above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. DETAIL 4.4.1 EAR WIDT, ANY AMOUNT DETAIL 4.4.2 308 & 309 REACH RANGE AND OPERATING PARTS ANSI 308 - REACH RANGE (REFERENCE DETAIL 4.30.3) A. Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >24" deep must have 36" clear floor width. B. Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >15" deep must have 60" clear floor width. C. Electrical & communication system receptacles shall be mounted no less than 15" above the floor. ANSI 309 - OPERATION Operable parts shall be operable with ane hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5.0Ibs maximum. IBC with WA STATE AMENDMENTS 1101.2.10 - CONTROL SWITCHES Manually operated control switches shall comply with ANSI Section 309, except they shall be placed 32" minimum and 40" maximum above the floor. The clear floor space adjacent to the control switch shall be located beyond the arc of the door swing and centered on the control switch. 402 ACCESSIBLE ROUTE - WALKING SURFACES IBC 1104 - LOCATION A. At least one accessible route shall be provided from public transportation stops, accessible parking and loading zones, and public streets or sidewalks to the accessible building entrance. B. Pedestrian route connections shall be clearly demarked where it crosses drive aisles. Method of demarkation shall match existing in shopping center: painted striping. ANSI 403.5 - CLEAR WIDTH A. The clear width of an accessible route shall be 36 inches (915 mm) minimum. EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815 mm) minimum for a length of 24 inches maximum provided the reduced width segments are separated by segments that are 48 inches minimum in length and 36 inches minimum in width. IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH A. Clear width of an accessible route shall comply with ANSI Table 403.5 (above). For exterior routes of travel, the minimum clear width shall be 44". ANSI 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60"x60" shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is 60" ANSI 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI 403.3 - SLOPE A. Running slope shall not exceed 1:20. 8. Cross slope shall not exceed 1:48 404 DOORS AND DOORWAYS ANSI 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, with the door open 90°. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & 0" beside strike edge (12" @ strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min. width; 42" min. beside strike edge Hinge side approach push side - 42" min. width & 22" min. beside hinge edge (48"min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54"min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48"min. width if door has a closer) ANSI 404.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 EXCEPTION: An existing or altered threshold shall be permitted to be 3/4 inch maximum in height provided that the threshold has a beveled edge on each side with a maximum slope of 1:2 for the height exceeding 1/4 inch . 2 ANSI 404.2.6 - DOOR HARDWARE A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides. 3. Hardware required for accessible door passage shall be mounted between 34" and 48" above finished floor. EXCEPTION: Locks used only for security pur-poses and not used for normal operation shall not be required to comply with Section 404.2.6. q ANSI 404.2.7.1 - DOOR CLOSERS A. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. ANSI 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open a door shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Interior hinged doors: 5.0 Ib. max. b. Interior sliding or folding doors: 5.0 Ib. max. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. 406 CURB RAMPS ANSI 406 - SLOPE (REFERENCE DETAIL 4.7) A. Slopes of curb ramps shall comply with 406 8. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL 4.7) A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10 ANSI 406.4 - WIDTH (REFERENCE DETAIL 4.7) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. If x Is less than 48" Then The Slope 0f The Flared Sides Shall Not Exceed 1:12 Adjoining Slope Shall / Not Exceed 1:20 Flared side 1:10 Max. slope 36" Min. Ramp (1:12 Max. Slop Shall Have Detectable Warnings and contrasting color. STANDARD CURB RAMP Adjoining Slope Shall Not Exceed 1:20 CURB RAMP PARALLEL TO CURB 1:12 Max. slope DETAIL 4.7 Locafion Js Typical Parking Access AcAisle Ramps (1:12 Max. Slope) Shall Have Detectable Wamings and contrasting color. Note : If Slope is 1:20 or less no contrasting color or texture is required ANSI 406.10 - DIAGONAL CURB RAMPS A. Diagonal or comer -type curb ramps with retumed curbs or other well-defined edges shall have the edges parallel to the direc-tion of pedestrian flow. The bottoms of diagonal curb ramps shall have 48 inches (1220 mm) minimum clear space outside active traffic lanes of the roadway. Diago-nal curb ramps provided at marked crossings shall pro -vide the 48 inches (1220 mm) minimum clear space within the markings. Diagonal curb ramps with flared sides shall have a segment of curb 24 inches (61 0 mm) minimum in length on each side of the curb ramp and within the marked crossing. ANSI 406.11 - ISLANDS A. Raised islands in crossings shall be a cut -through level with the street or have curb ramps at both sides. Each curb ramp shall have a level area 48 inches minimum in length and 36 inches minimum in width at the top of the curb ramp in the part of the island intersected by the crossings. Each 48 -inch by 36 -inch area shall be oriented so the 48 -inch length is in the direction of the running slope of the curb ramp it serves. The 48 -inch by 36 -inch areas and the accessible route shall be permitted to overlap. ANSI 406.12 DETECTABLE WARNINGS AT RAISED MARKED CROSSINGS A. Marked crossings that are raised to the same level as the adjoining sidewalk shall be preceded by a detectable waming 24 inches (610 mm) in depth complying with Section 705. The detectable waming shall extend the full width of the marked crossing. 406.13 DETECTABLE WARNINGS AT CURB RAMPS A. Where detectable warnings are provided on curb ramps, they shall comply with Sections 406.13 and 705. 410 PLATFORM LIFTS ANSI 410.1- GENERAL A. Platform lifts shall comply with Section 410 and ASME/ANSI Al 8.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI 410.2 - LIFT ENTRY A. Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall comply with Section 410.2.2. ANSI 410.2.1 - DOORS AND GATES A. Doors and gates shall be low energy power operated doors or gates complying with Section 404.3. Doors shall remain open for 20 seconds minimum. On lifts with one door or with doors on opposite ends, the end door clear opening width shall be 32 inches (815 mm) minimum. On lifts with one door on a narrow end and one door on a long side, the end door clear opening width shall be 36 inches (915 mm) minimum. Side door clear open-ing width shall be 42 inches (1065 mm) minimum. Where a door is provided on a long side and on a narrow end of a lift, the side door shall be located with either the strike side or the hinge side in the cor-ner furthest from the door on the narrow end. EXCEPTIONS: 1. Doors or gates shall be permitted to be of the self-closing, manual type, where that door or gate provides access to a narrow end of the platform that serves only one landing. This exception shall not apply to doors or gates with ramps. 2. Lifts serving two landings maximum and having doors or gates on adjacent sides shall be permitted to have self closing man-ual doors or gates provided that the side door or gate is located with the strike side furthest from the end door. This exception shall not apply to door or gates with ramps. ANSI 410.2.2 - RAMPS A. Ramp widths shall not be less than the platform opening they serve. ANSI 410.3 - FLOOR SURFACES A. Floor surfaces of platform lifts shall comply with Section 302 ANSI 410.4 - PLATFORM TO RUNWAY CLEARANCE A. The clearance between the platform sill and the edge of any runway landing shall be 1 1/4 inch maximum ANSI 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 410.5. ANSI 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARKING AND PASSENGER LOADING ZONES ANSI 502 - PARKING SPACES A. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces shall be 132" minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisle is 96" minimum in width. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. C. Surface slope shall not exceed 1:48 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) ANSI 502.7 - SIGNAGE (REFERENCE DETAIL 4.8) A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designated. B. Characters and symbols on such signs shall be located 60" minimum above the ground. 502/503-PARKtNG-AND PASSENGER-LOADA1G-ZONES-continued 3 604 L -O WATER-C3ETS &-TOILEICOMPAR TENTS -continued 609-GR14J-BARS ANSI 503.5 - VERTICAL CLEARANCE A. A vertical clearance of 98 inches minimum shall be provided at the following locations: 1 . Parking spaces for vans 2. The access aisles serving parking spaces for vans. 3. The vehicular routes serving parking spaces for vans. ANSI 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and the access aisle and the vehicle pull-up parallelto the vehicle pull-up space. If there are curbs between u P P P P P space, then a curb ramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:48 in all directions. 0 0 Z 90--)-j rn m O 2 -0 k STATE io DISABLED PARKING PEPT REQUIRED ACCya ESSIBLE IMI= 602 DRINKING FOUNTAINS DETAIL 4.8 GALVANIZED MOUNTING BOLTS A' PRE-MANUF. SIGN 4" DIA. STEEL POST W/ CAP FINISH GRADE SET POST IN CONC. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE. ANSI 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI 602.2 - CLEAR FLOOR SPACE A. A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI 602.6 - WATER FLOW A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. 5"MAX 15"MIN t7J r- L FORWARD APPROACH 603 TOILET AND BATHING ROOMS ANSI 603.2 - CLEARANCES ANSI 603.2.1 TURNING SPACE. A. A turning space complying with Section 304 shall be provided within the room . The required tuming space shall not be provided within a toilet compartment. ANSI 603.2.2 - DOOR SWING Doors shall not swing into the clear floor space or clearance for any fixture. EXCEPTION: 1 . Doors to a toilet or bathing room for a single occupant, accessed only through a private office and not for common use or public use shall be permitted to swing into the clear floor space, provided the swing of the door can be reversed to comply with Section 603.2.2. 2. Where the room is for individual use and a clear floor space complying with Section 305.3 is provided within the room beyond the arc of the door swing, the door shall not be required to comply with Section 603.2.2 ANSI 603.3 MIRRORS A. Where mirrors are located above lavatories, a mirror shall be located over the accessible lava -tory and shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. Where mirrors are located above coun-ters that do not contain lavatories, the mirror shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. ANSI 604.3 - CLEARANCES 604.3.1 CLEARANCE WIDTH A. Clearance around a water closet shall be 60 inches (1525 mm) minimum in width, measured perpendicular from the sidewall. 604.3.2 CLEARANCE DEPTH A. Clearance around the water closet shall be 56 inches (1420 mm) mini -mum in depth, measured perpendicular from the rear wall. 604.3.3 CLEARANCE OVERLAP A. The required clear-ance around the water closet shall be permitted to overlap the water closet, associated grab bars, paper dispensers, sanitary napkin receptacles, coat hooks, shelves, accessible routes, clear floor space at other fixtures and the tuming space. No other fixtures or obstructions shall be within the required water closet clearance. 604 WATER CLOSETS & TOILET COMPARTMENTS DETAIL 4.16 ANSI 604.4 - HEIGHT (REFERENCE DETAIL 4.16.2) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to return to a lifted position. ANSI 604.5 - GRAB BARS (REFERENCE DETAILS 4.16, 4.16.2 & 4.16.3) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor: 1. Side wall horizontal: 42" long minimum, hold 12" min. from back wall. 2. Side wall vertical: 18" high minimum, hold 39" min. from back wall. 3. Back wall: 36" long minimum, 12" minimum each side of water closet centerline. Refer to 4.26 Grab Bars for size and structural elements. ANSI 604.6 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3) A. Controls shall be 44" maximum above the finish floor. 1. Lever controls or flush valves shall be mounted on the wide and open side of toilet areas. Except in ambulatory accessible compartments- refer to IBC and Washington State Amendments, section 1101.2.7. 2. Controls shall be hand operated or automatic. 3. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 4. The force required to activate controls shall be no greater than 5Ibf. ANSI 604.7 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paperdispensers shall comply with Section 309.4. Where the dispenser is located above the grab bar, tte outlet of the dispenser shall be located within an area 24 inches minimum and 36 inches ma)imum from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located within an area 24 inches minimum and 42 inches maximum from the rear wall. Tie outlet of the dispenser shall be located 18 inches minimum and 48 inches maximum above the ioor. Dispensers shall comply with Section 609.3. Dispensers shall not be of a type that control deli!ery, or do not allow continuous paper flow. ANSI 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS A. If toilet stalls are provided, then at least one shall be a standard toilet stall complying with 604.1; where 6 ormore stalls are provided in addition to the stall complying with 604.9, at least one stall 36" wide with al outward swinging, If -closing door and parallel grab bars shall be provided. Water closets in sich stalls shall comply with detail 4.16. DETAIL 4.16.2 ANSI 605 - URINALS DETAIL 4.16.3 Locate flush controls on wide side ANSI 605 - URINALS A. If urinals are provided, then at least one shall comply with details 4.18.1 & 14.18.2 ANSI 605.2 - HEIGHT& DEPTH (REFERENCE DETAIL 14.18.1) A. Urinals shal be stall -type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 13Y" from the wall. ANSI- 605.3 - CLEARFLOOR SPACE (REFERENCE DETAIL 4.18.2) A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This spore shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance )etween them. 3. Urinals hstalled in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered m fixture. ANSI 605.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.1) A. Controls shall be 44" maximum above the finished floor. 1. Controls shall be hand operated or automatic. 2. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 3. The force required to activate controls shall be no greater than 5 Ib. 4. Controls shall comply with ANSI 309 OPERABLE PARTS DETAIL 4.18.1 606 LAVATORIES o "v. M E ro 48" MIN. T L 14" MIN DETAIL 4.18.2 ANSI 606.3 & 606.2 -HEIGHT & CLEARANCES (REFERENCE DETAIL 4.19.1 & 4.19.2) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatores shall extend 17" minimum from the wall. 2. Cleararce of 27" minimum shall be provided from the finished floor to bottom of apron. The dip of the overflow scall not be considered in determining knee and toe clearances. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide mininum, and 19" deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI 606 -DEPTH A. Each sink shall be a maximum of 6-1/2" deep. CLEAR FLOOR SPACE 8" MIN 4" MAX. 19" 48" MIN. DETAIL 4.19.1 DETAIL 4.19.2 ANSI 606.4 - FAUCETS A. Controls mall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The forcerequired to activate controls shall be no greater than 5 Ib. C. Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self-closhg valves are used the faucet shall remain open for 10 seconds minimum. ANSI 606.6 - EXPOED PIPES AND pURFACES A. Hot / cold vater and drain pipes under lavatories shall be insulated or otherwise configured to protect against crntact. B. There shal be no sharp or abrasive surfaces under lavatories. ANSI 606.7 - CONTFOLS AND DISPENSERS A. If controls,dispensers, receptacles, or other equipment are provided, then at least one of each shall be on an accessible route and shall comply with detail 4.27 - (Controls & Operating Mechanisms). ANSI 606.7 - OPERABLE PARTS A. Operable farts on towel dispensers and hand dryers shall comply with Table 606.7 (below). Maximum 0.5" 2" 5" 6" 9" 11" Reach Depth Maximum 48" 46" 42" 40" 36" 34" Reach Height 40" 40" 40" IBC with WA STATE AMENDMENTS 1101.2.7 - OPERABLE PARTS A. Operable parts on drying equipment, towel or cleansing product dispensers and disposal fixtures shall com)ly with ANSI Table 606.7 (above), except the maximum reach height shall be 40" for reach depths less than 6 ANSI 609.2 - CROSS SECTION A. Diameter or width of gripping surface shall be 1-1/4" to 1-1/2", or the shape shall provide an equivalent gripping surface. 1. The space between grab bars and adjacent walls shall be 1-1/2" ANSI 609.8 - STRUCTURAL STRENGTH A. Grab bars and mounting devices shall meet the following requirements: 609.8 Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener mounting device, or supporting structure. 1. Shear stress induced by application of 250 Ib. shall be less than allowable shear stress for material used. If connection between grab bar and mounting bracket is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 2. Shear force induced in a fastener or mounting device from application of 250 Ib. shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 3. Tensile force induced in a fastener by a direct tension force of 250 Ib. plus the maximum moment from the application of 250 Ib. shall be less than the allowable withdrawal load between the fastener and the supporting structure. 609.6 Grab bars shall not rotate within their fittings. ANSI 609.5 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. 702 ALARMS ANSI 702.1 - GENERAL A. Accessible audible and visible alarms and notification appliances shall be installed in accordance with NFPA 72 listed in Section 105.2.2, be powered by a commercial light and power source, be permanently connected to the wiring of the premises electric system, and be permanently installed. NFPA 72 - AUDIBLE ALARMS A. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least 15 dba or exceeds any maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder. B. Sound levels for alarm signals shall not exceed 120 dba. NFPA 72 - VISUAL ALARMS A. Visual alarm signal appliances shall be integrated into the building or facility alarm system. If single station audible alarms are provided then single station visual alarm signals shall be provided. Visual Alarm appliances shall have the following features: 1. The lamp shall be a xenon strobe type or equivalent. 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two-tenths of one second with a maximum duty cycle of 40%. (The pulse duration is defined as the time interval between initial and final points of 10% of max signal) 4. The intensity shall be a minimum of 75 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz 6. The appliance shall be placed 80" above the highest floor level within the space or 6" below the ceiling, whichever is lower. a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the ceiling. 7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane). 8. No place in common corridors or hallways shall be more than 50' from the signal. 703 SIGNAGE WHERE APPLICABLE A. Signs which designate permanent rooms and spaces shall comply with the requirements listed below for: 1. Raised and Braille Characters, and Pictograms 2. Finish and Contrast Exception: Employee name signs are not required to comply. WHERE APPLICABLE A. Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for: 1. Character Proportion 2. Character Height 3. Finish and Contrast Exception: Building directories, menus, and all other signs which are temporary are not required to comply. WHERE APPLICABLE (REFERENCE DETAIL 4.30.1) A. Element and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: 1. Parking spaces designated as reserved for persons with disabilities. 2. Accessible passenger loading zones. 3. Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not all are accessible. ANSI 703.2.4 - CHARACTER HEIGHT (REFERENCE DETAIL 4.30.2) Height: The uppecase letter "I" shall be used to determine the allowable height of all characters of a font and shall be a minimum of e" and 2" maximum. EXCEPTION: Where separate tactile and visual characters with the same information are provided, the height of the tactile upper case letter "I" shall be permitted to be Z" minimum. ANSI 703.2.5 - CHARACTER WIDTH A. Width: The uppercase letter "0" shall be used to determine the allowable width of all characters of a font, and shall be 55% min. and 110% max. of the height of the uppercase "I" of the font. OVERHEAD SIGNS A. Characters and numbers on overhead signs shall be sized according to the viewing distance from which they are to be read. 1. For signs higher than 70" A.F.F., character size shall be 2" minimum plus e" per foot of viewing distance above 15 feet. 2. The minimum height is measured using an upper case letter "1". 3. Lower case letters are permitted. ANSI 703.3-703.5 - TACTILE, BRAILLE, & PICTOGRAMS A. Tactile characters shall comply with sections 703.3 and shall be duplicated in braille complying with section 703.4. B. Letter and numerals shall be raised 1/32", upper case, sans serif and shall be accompanied by grade 2 Braille. 1. Raised character height: B' minimum to 3" plus 8" per foot of viewing distance above 21 feet. 2. Braille shall be contracted (grade 2); shall be located below title corresponding text. 3. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. 4. The border dimension of the pictogram shall be 6" min. in height. ANSI 703.3.12 - FINISH AND CONTRAST A. Characters and their background shall have a nonglare finish. Characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. ANSI 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL 4.30.3) A. Characters and their background shall have a nonglare finish. Characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. B. Where a tactile sign is mounted next to a door, It shall be placed to the latch side of the door wherever possible. Where a tactile sign is placed adjacent a double door, the sign shall be to the right hand door. If there is no wall space to the right, signs shall be placed on the nearest adjacent wall. Exception: Door mounted signs shall be permitted on the push side on the doors with closers and without hold open devices. C. Tactile characters shall be 48" minimum above the floor, measured to the baseline of the lowest tactile character and 60" maximum above the floor, measured to the baseline of the highest tactile character. D. Mounting location for such signage shall be so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. IBC with WA STATE AMENDMENTS 1101.2.9 - INTERNATIONAL SYMBOL OF ACCESSIBILITY A. Where the International Symbol of Accessibility is required, it shall be proportioned complying with ANSI Figure 703.6.3.1. All interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background. 703-STGNAGE-continued 5 International Symbol of Accessibility w Z w W U mX w= 0 U I - ¢w (.00 0 DETAIL 4.30.1 Light switch Thermostats, Etc. M EN Letter & numbers on signs shall have a width to height ratio of between 3:5 & 1:1 and a stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shall be raised 1/32", upper case, sans serif or simple serif type and shall be accompanied with grade 2 Braille, raised characters shall be at least 5/8" - 3" high plus 1/8" per foot of viewing distance above 21 feet. DETAIL 4.30.2 8" MAX DETAIL 4.30.3 Convenience Outlets Data, Tel„ Etc. 804 KITCHENS AND KITCHENETTES ANSI 804.5.6 - REFRIGERATOR/FREEZER Combination refrigerators and freezers shall have at least 50% of the freezer compartment shelves, including the bottom of the freezer 54 inches (1370mm) maximum above the floor when the shelves are installed at the maximum heights possible in the compartment. A clear floor space, positioned for a parallel approach to the space dedicated to a refrigerator/freezer, shall be provided. The centerline of the clear floor space shall be offset 24 inches maximum from the centerline of the appliance. 902 DINING SURFACES & WORK SURFACES ANSI 902.2 - CLEAR FLOOR SPACE A. A clear floor space complying with Section 305, positioned for a forward approach, shall be provided. Knee and toe clearance complying with Section 306 shall be provided. ANSI 902.4- HEIGHT A. The tops of accessible tables and counters shall be 28" minimum, and 34 maximum, above the finished floor. 903 BENCHES ANSI 903.2 - CLEAR FLOOR SPACE A. a clear floor space complying with section 305, positioned for parallel approach to the bench seat shall be provided. ANSI 903.3- SIZE A. Benches shall have seats 42" minimum in length and 20 " minimum and 24" maximum in depth. ANSI 903.4 - BACK SUPPORT A. The bench shall provide for back support or shall be fixed to a wall. Back support shall be 42" minimum in length and shall extend from a point 2" maximum above the seat surface to a point 18" above the seat surface. 905 STORAGE DEPTH (REFERENCE DETAIL 4.25.1) A. Storage areas may be 36" in depth or less. If more than 36" in depth then area must allow 60" diameter of clear floor space for tuming. ANSI 905.2 - CLEAR FLOOR SPACE: (REFERENCE DETAIL 4.25.2) ANSI 905.3 - HEIGHT (REFERENCE DETAIL 4.25.3 & 4.25.4) 308.2.1 Where a forward reach is unobstructed, the high forward reach shall be 48" maximum and the low forward reach shall be 15" minimum above the floor. 308.2.2 Where a side reach is provided, accessible storage spaces shall be 48" maximum and 9" minimum A.F.F. Maximum height shall be 48" for an unobstructed side reach and 15" minimum AFF. For side reach over an obstruction, maximum height shall be 46" and maximum depth 24", or maximum height of 34" and depth of 24". A. Clothes rods or shelves shall be a maximum 54" above floor where a side reach is required. B. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (as at closets with inaccessible doors) the following criteria shall be met: 1. Shelves: Reach: 21" maximum; height: 48" maximum, 9" minimum. 2. Clothes rods: Reach 21" maximum; height: 48" maximum. ANSI 905.4 - OPERABLE PARTS A. Hardware for accessible storage facilities shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate the hardware shall be no greater than 5 Ib. C. Controls shall comply with ANSI 309 OPERABLE PARTS DETAIL 4.25.1 0 (0 Al DETAIL 4.25.2 RCHITE EN D STAT R ',ISOM REVIEWED FOR CODE COMPLIANCE APPROVED 71v 1t 'b OCT ' 0 5 2016 Ci f Tukwila BUILDING DIVISION DETAIL 4.25.3 DETAIL 4.25.4 RECEIVED CITY OF TU KWILA SEP 20 2016 PERMIT CENTER DATE: 00 00 00 al Q F- LUF- LU U F- 0 ILli 09/15/2016 PROJECT NO: PRINCIPAL -IN -CHARGE: PROJECT MANAGER: DRAWN BY: 009-03-16 BEN PAUL PAUL PHASE / DELIVERABLE: PERMIT SET SHEET TITLE: ACCESSIBILITY GUIDELINES SHEET NO. A1.1 1 2 3 4 1 2 3 4 5 D C SPECIFIC MEP SCOPE NOTES KIOSK FIRE ALARM: CONTRACTOR SHALL FURNISH AND INSTALL COMPREHENSIVE FIRE ALARM SYSTEM IN ACCORDANCE TO LOCAL JURISDICTION HAVING AUTHORITY. WORK SHALL INCLUDE BUT NOT BE LIMITED TO UPDATED FIRE ALARM DESIGN AND DEVICES FOR NEW RE -DEMISED TENANT SPACE AND NEW MALL STORAGE UNIT, INCLUDING DUCT DETECTORS AS REQUIRED BY CODE AND OWNER. FIRE ALARM SYSTEMS SHALL BE CONNECTED BACK TO EXISTING MALL COMMON FIRE ALARM CONTROL PANEL. THE FIRE ALARM SYSTEMS FOR TENANT SPACE SHALL BE INDEPENDENT FROM THE STORAGE UNIT AS THEY ARE INDIVIDUAL SPACES. FIRE ALARM SYSTEM SHALL ACCOMMODATE NEW CEILING LAYOUT IN TENANT SPACE AND OPEN TO STRUCTURE CEILING IN STORAGE AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PLAN REVIEW ETC. SPRINKLER: CONTRACTOR SHALL FURNISH AND INSTALL COMPREHENSIVE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE TO LOCAL JURISDICTION HAVING AUTHORITY. WORK SHALL INCLUDE BUT NOT BE LIMITED TO MODIFICATION TO EXISTING SPRINKLER SYSTEM TO ACCOMMODATE NEW CEILING LAYOUT AND HEIGHTS IN RE -DEMISED TENANT SPACE, RECONFIGURE OF SPRINKLER SYSTEM TO ACCOMMODATE NEW STORAGE ROOM AND TURN HEAD UP WITH STORAGE ROOM TO ACCOMMODATE OPEN TO STRUCTURE CEILING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PLAN REVIEW ETC. KIOSK GENERAL NOTES KIOSK MALL CONCOURSE 0 0 1. SEE SHEET A1.3 FOR ADDITIONAL DEMOLITION AND NOTES. ELECTRICAL: CONTRACTOR SHALL FURNISH AND INSTALL COMPREHENSIVE ELECTRICAL SYSTEM TO ACCOMMODATE ELECTRICAL SCOPE OF WORK FOR NEWLY RE -DEMISED TENANT SPACE AND NEW STORAGE AREA. CONTRACTOR SHALL TERMINATE ALL ELECTRICAL COMPONENT THAT ARE DEMOLISHED BACK TO POINT OF ORIGIN IN ACCORDANCE TO LOCAL JURISDICTION HAVING AUTHORITY. SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: EXISTING SERVICE TO RE -DEMISED TENANT SPACE SHALL REMAIN, TERMINATE ALL ABANDONED CIRCUITS AND CONDUIT BACK TO POINT OF ORIGIN, ROUTE 1" CONDUIT FOR DATA/ TELECOM TO RE -DEMISED TENANT SPACE AND STORAGE AREA UNLESS EXISTING, ROUTE 1" CONDUIT FOR FIRE ALARM TO RE -DEMISED TENANT SPACE AND STORAGE AREA UNLESS EXISTING, CONTRACTOR SHALL REDISTRIBUTE LIGHTING, AND POWER TO RE-DIMISED TENANT SPACE AND STORAGE AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PLAN REVIEW ETC. PLUMBING: CONTRACTOR SHALL FURNISH AND INSTALL ASSOCIATED PLUMBING TO RE -DEMISED TENANT SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO, STUB 4" WASTE LINE RE -DEMISED TENANT SPACE MIN. 4'-0" WITHIN THE SPACE (INCLUDING ASSOCIATED CONCRETE SAW -CUT AND EXCAVATION TO STUB LINE), STUB 3/4" COLD WATER LINE (INSULATED) TO TENANT SPACE MINIMUM 4'-0" WITHIN SPACE, AND FURNISH AND INSTALL 3" VENT THRU ROOF AND ROOF PENETRATION /PATCH AS REQUIRED. CONTRACTOR SHALL CAP AND DEMOLISH ALL ABANDONED PLUMBING LINES AT POINT OF ORIGIN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PLAN REVIEW ETC. HVAC: CONTRACTOR SHALL FURNISH AND INSTALL ASSOCIATED MECHANICAL SYSTEMS FOR RE -DEMISED TENANT SPACE AND STORAGE AREA. SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO DEMOLITION OF HVAC UNIT(S) AND ASSOCIATED ROOF TOP CONDENSING UNITS AND LINE SETS, DEMOLITION OF DUCTWORK AND DIFFUSERS, CAPPING OFF DUCT BRANCH LINES ABOVE NEW STORAGE AREA, AND INSTALLATION OF NEW EXHAUST FAN AND ASSOCIATED POWER FOR NEW STORAGE ROOM. EX. SALES EX SALES 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 0 n 3. ALL FLOOR FINISHES (CARPET, VCT, CERAMIC TILE) AND FLOOR BASE TO BE REMOVED AT NEW STORAGE ROOM AND DISPOSED OF OFF-SITE . PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES TO INSTALLED FLOORING MANUFACTURER SPECIFICATIONS. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. EX SALES 4. REMOVE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS AND DOOR FRAMES INCLUDING ALL ITEMS WITHIN ALL ASSEMBLY, AS DESCRIBED, AND DISPOSE OF ALL DEBRIS. EX. SALES 5. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING, BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT NEW STORAGE ROOM AND LOCATIONS WHERE WALLS ARE REMOVED. TERMINATE AT POINT OF ORIGIN. A 6. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION , REMOVAL AND DISPOSAL OF ALL ITEMS AS INDICATED. 7. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. 0 0 EX. SALES 11. IF ANY QUESTION(S) ARISE AS TO THE REMOVAL OF ANY MATERIAL OR ITEM. CLARIFY THE POINT IN QUESTION WITH ARCHITECT AND / OR WESTFEILD PROJECT MANAGER BEFORE PROCEEDING. 101 3 GUS®I' SHINGTON 12. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. THE USE OF COVER PLATE(S) TO COVER ABANDONED OUTLETS IS NOT ACCEPTABLE UNLESS SPECIFICALLY APPROVED BY ARCHITECT OR BUILDING PROJECT MANAGER. 13. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION SCOPE. 14. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 15. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH BUILDING REPRESENTATIVE OR BUILDING PROPERTY MANAGER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER CABLING MUST BE REMOVED. 16. RELOCATION OF EXISTING MECHANICAL SYSTEMS CONTROLS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS SELECTED SUBCONTRACTORS. 17. CONTRACTOR SHALL FIELD VERIFY ANY UTILITY, CONDUIT, WIRES, ETC. THAT CONTINUE BEYOND THE LEASE LINE PRIOR TO DEMOLITION. NOTIFY WESTFIELD PROJECT MANAGER AND CLARIFY TERMINATION OF UTILITY SERVICE. EX. SALES 0 0 0 KEYNOTES EX SALES B EX. SALES EXISTING A CONSTRUCTION / \ TO REMAIN lir AREA OF CONSTRUCTION 0 L==4 E). SALES L 1 ��-- 11 r--I� 1— ---11 II EXISTING CONSTRUCTION TO REMAIN / \ AREA OF CONSTRUCTION LEASE LINE EXISTING STOREFRONT AND DOORS TO REMAIN, TYPICAL. O EXISTING WALLS TO REMAIN TYPICAL. 1051 SOUTHCENTER TUKWILA, WA 98188 O4 EXISTING WALLS, DOORS ETC. TO BE REMOVED (DASHED LINETYPE). O EXISTING TENANT DEMISING WALLS. II--� 1 I EX. 11 FIT) 1 L _ EX. 11_1_1 T - II I II II EX. I I FITTING. i Jf EX. 1 FIRING. 1 I 1=V.=-1 U- ,EX. I FITT9NG. LL.,EX. 1 FITTING. E'. 1 FIPriNG. 17_- - JJ Li EX. I f FIT' NG. � 1- _J L_ 6-. - 71__J1 �I 0 EX. OFC. --n 1111 / 11 1 L-- 101 EX. RTRM. 0 '1 j EX. j I FITTING, -1-1 I I EX. I FITTING I 1 / c= EX. FITTING. CUT MIN. OF 3 FLOOR SLAB OPENINGS AND EXTEND SANITARY SEWER LINE 4'-0" MIN. INTO NEWLY CREATED TENANT LEASE SPACE. FLOOR SLAB IS A STRUCTURAL SLAB. CONFIRM EXISTING FLOOR DETAILS WITH WESTFIELD PROJECT MANAGER PRIOR TO ANY WORK. EXISTING ELECTRICAL PANELS AND TRANSFORMER TO REMAIN. <I>CAP ALL ABANDONED PLUMBING LINES BELOW FLOOR SLAB AND POUR BACK CONCRETE FOR A FLUSH AND LEVEL FLOOR. O NEW OPENING IN EXISTING WALL FOR 6-0" X 8-0" DOUBLE DOOR. 10 CONTRACTOR SHALL RELOCATE PHONE BOARD & PATCH PANEL TO SOUTH WALL. CONTRACTOR SHALL REMOVE EXISTING CIRCUITS AND REDISTRIBUTE 11 FOR NEW LIGHTING AND RECEPTACLES WITHIN STORAGE ROOM. MECHANICAL CIRCUITS SHALL REMAIN. REVISIONS: EX. \ \ I I I FITTING. J 1 .J EX. RTRM. T I I J L n A EX. STOCK ROOM EX. SPK . ROOM 9 F II • II REVIEWED FOR CODE COMPLIANCE APPROVED OCT 052016 TYP. City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA U EX. STOCK ROOM SEP 2 0 2016 PERMIT CENTER DATE: 09/15/2016 PROJECT NO: PRINCIPAL -IN -CHARGE: PROJECT MANAGER: DRAWN BY: PHASE 1 DELIVERABLE: 009-03-16 BEN PAUL PAUL PERMIT SET SERVICE CORRIDOR 0 1 F/8LOOR DEMO. PLAN -1-0 SHEET TITLE: FLOOR DEMOLITION PLAN SHEET NO. SERVICE CORRIDOR : A1.2 1 2 3 5 2 3 4 5 1. SEE SHEET A1.2 FOR ADDITIONAL DEMOLITION NOTES. 2. AT LOCATIONS WHERE SUSPENDED CEILING SYSTEM IS TO BE REMOVED, CONTRACTOR IS ENCOURAGED TO SAVE ACOUSTICAL TILE AND GRID TO BE REUSED / INSTALLED WHERE TEMPORARILY REMOVED TO CONSTRUCT DEMISING WALL. D REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING, AND EQUIPMENT, TYPICAL THROUGHOUT CEILINGS TO ARE TO BE DEMOLISHED. • NOT ALL EXISTING CEILING LIGHTING ARE SHOWN ON THE CEILING DEMOLITION PLAN. IT IS THE GC AND HIS SUBCONTRACTORS RESPONSIBILITY TO REVIEW EXISTING CONDITIONS IN THE FIELD AND UNDERSTAND HOW EXISTING LIGHTING MAY IMPACT THEIR SCOPE OF WORK (REMOVING). FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION , REMOVAL AND DISPOSAL OF ALL ITEMS AS INDICATED. A NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 7. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH BUILDING REPRESENTATIVE OR BUILDING PROPERTY MANAGER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER CABLING MUST BE REMOVED. 8. REMOVAL OF EXISTING HVAC UNIT SHALL INCLUDE ALL DUCTING, POWER SUPPLY AND CONTROL WIRING AND REMOVING CONDENSATE LINE TO SOURCE AT ROOF. REPAIR ROOF PENETRATIONS USING APPROVED WESTFIELD MALL ROOF CONTRACTOR. COORDINATE WITH WESTFEILD PROJECT MANAGER. GUSGN SHINGTON C B REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 5 2016 00 00 00 Q CC LULUV 0 O B •1-, _• 1,.,,.,.-17,-,47,..;1-..-.114....-2=114 •,-,71-4.,-1,-,L- -I. -.4.7.,...4...7.1-.71L-=11-112:-.711. . _. -.. -.r.11 1.i;•,, y,_•--.,_._••• ,4 -L -.----J1 I I I - I T t t . t —tl t> i h t t-1 • r -i --i 1- --i" t _r-T_,IL�I�.dr-T-Y---r--��r-Tr-i-•T 1 -ii _1 �I I I I \I 1 I I��f I I 1 1 I I 1 1 1 I • 1 I UJ 1 t .: rT_t-t-t- Q -tl-t- `r -t -t -t - `:.:L_+_+_+_+ + +-+-+-+-U--+-+-+-+ + +-+-+-+-Uj•`;411 L_ I I 1 �_ lI 1 �L I 1 1 O 1 101{'}I{}IIt}II�1- _I I I=--I-'I i ...r1 4-11#__-_11-1-1 I- 1 ••(--+--I�-*-+ +-+-+-+--k-1-+-+-+-+ -f -k-�I--+_J_::.- LL -1 IBJ -lam r 11 * 1 I x( I 1 1 1 1 x 1 1 1 1 1 I x l I ''�'-t-t- -- -t-t -tlt- ' i.:L + -K �I- + + + +-+--K--+-+-+-+-+-+--11- 1--+-U .'•': - Li I } I I I x I 1{}�� I I I I I I I I I I I I I I 1 1• c• L_-- t t tit t t t ;• :..,��-+-+-+-+-+-+-+-+-+- +-+-+-+-+-+-+-+-+-1`::,1-1_ _ _ --� �_I__��_�l I I +-+-+-+-+-' +-+--I--+°-t---t---1---F-+-U iv. ...,y j 1 t;} 1 I 1 1 \V 11 I 1 ,4_- 1 X - I .J"---t--�f-1�- -I EXISTING CONSTRUCTION TO REMAIN AREA OF CONSTRUCTION City of Tukwila BUILDING DIVISION EXISTING SUSPENDED CEILING TO REMAIN TYPICAL. O EXISTING SUSPENDED OR FRAMED GYPSUM WALLBOARD CEILING TO REMAIN TYPICAL. EXISTING SUSPENDED CEILING GRID AND TILE TO BE REMOVED IN ITS 3 ENTIRETY, INCLUDING BUT NOT LIMITED TO LIGHTING, CONDUIT OR OTHER FIXTURES, ETC. O EXISTING SUSPENDED OR FRAMED GYPSUM WALLBOARD CEILING TO BE REMOVED Tb ALLOW ACCESS FOR DEMISING WALL CONSTRUCTION. EXISTING HVAC UNIT TO BE REMOVED. SEE GENERAL NOTE NUMBER 8. CAP DUCTWORK AT NEW DEMISING WALL. EXISTING HVAC UNIT TO REMAIN. MAIN SUPPLY AND RETURN DUCTS SHALL REMAIN STUBBED INTO NEW DEMISED TENANT SPACE FOR FUTURE USE. CONTRACTOR SHALL REMOVE ALL BRANCH DUCTS, ETC, THAT ARE WITHIN THE NEW STORAGE ROOM. O NO CEILING THIS AREA. DEMOLISH ALL LIGHTING, CONDUITS, FIXTURES, ETC. REVISIONS: DATE: 09115/2016 O EXISTING FIRE SPRINKLER ROOM NOT A PART OF SCOPE. 10 EXISTING LIGHT FIXTURES TO BE DEMOLISHED IN ITS ENTIRETY. PROJECT NO: PRINCIPAL -IN -CHARGE: PROJECT MANAGER: DRAWN BY: 009.03-16 BEN PAUL PAUL A RECEJVED CITY OF TUKWILA PHASE / DELIVERABLE: PERMIT SET SHEET TITLE: CEILING DEMOLITION PLAN SHEET NO. A1.3 1 2 3 4 5 1 2 3 4 5 D C B A LEASE LINE STONE BASE PER MALL STANDARD PRE -COMPRESSED EXPANSION JOINT LEASE LINE (2) NEW FULL HEIGHT 6" METAL STUD WALL W/ %" GWB EACH SIDE 1 EXISTING STOREFRONT NEUTRAL PIER EXISTING DEMISING WALLS 1 1/2" =1'-0" 0 0 0 0 0 CID 1 EXISTING CONSTRUCTION TO REMAIN AREA OF CONSTRUCTION 0 • ADJACENT TENANT SPACE 0 SERVICE CORRIDOR 12'-8" w FUTURE TENANT LEASE SPACE (101) n 0 72'-0" 0 FUTURE TENANT LEASE SPACE (101) w FUTURE TENANT LEASE SPACE (101) FUTURE TENAVT LEASE SPACE (101) 1 1 1 ADJACENT TENANT EXISTING CONSTRUCTION TO REMAIN / \ of STORAGE ROOM (102) 0 EX. SPKR. ROOM '—® 0 AREA OF CONSTRUCTION EGRESS SUMMARY MAX. TRAVEL DISTANCE M OCCUPANCY: 200' (IBC TABLE 1017.2) 250' IN FIRE SPRINKLED BUILDING IN ACCORDANCE WITH 903.3.1.1. OCCUPANCY LOAD: (IBC -SEC. 1004.1 TABLE 1004.1.2) MERCANTILE (FIRST FLOOR) 8,000 SQ FT /60 = 133 STORAGE (FIRST FLOOR) 2,566 SQ FT /300 = 9 TOTAL = 142 EXIT REQUIREMENTS: (IBC - SEC. 1006 TABLE 1006.2.1) 0 NUMBER REQ'D NUMBER PROVIDED 0 0 0 0 0 0 STORAGE EXIT REQUIREMENTS: (IBC - SEC. 1006 TABLE 1006.3.1) NUMBER REQ'D NUMBER PROVIDED MERCANTILE GENERAL NOTES 2 3 1. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET A1.1. 2. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 3. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 4. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 5. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL, UNO) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. PROVIDE 2 x SOLID WOOD BLOCKING AT ALL GRAB BARS. 6. SEE SHEET A7.1 FOR WALLTYPES. KEYNOTES O LEASE LINE - MALL CONCOURSE FACE OF STOREFRONT AND CENTER LINE OF DEMISING WALLS. ONEW FULL HEIGHT TENANT DEMISING WALL SEE WALL TYPE A SHEET A7.1. FIRE TAPE READY FOR PAINT. O WALL INFILL TO MATCH EXISTING WALL CONDITION AND FINISH. EXTEND SANITARY SEWER LINE INTO TENANT LEASE SPACE 4'-0" MIN. O4 FROM FACE OF DEMISING WALL WITH CLEAN OUTS FLUSH TO FLOOR SLAB. REFER TO SHEET A1.2. NEW PAIR 3'-0" X 8'-" HOLLOW METAL DOORS AND FRAME. 60 MIN, O 0RATED. PAINT TO MATCH EXISTING SERVICE CORRIDOR DOORS AND FRAMES. REMOVE ALL EXISTING FLOOR FINISHES AND MASTIC TO BEAR O CONCRETE IN NEW STORAGE ROOM. INSTALL NEW 4" RUBBER BASE AT NEW WALL LOCATIONS. RESEAL CONCRETE WITH CLEAR SEALER. O EXISTING FLOOR FINISHES TO REMAIN IN NEW TENANT LEASE SPACE. O EXISTING ELECTRICAL PANELS AND TRANSFORMER TO REMAIN. O EXISTING STOREFRONT TO REMAIN. EXTEND COLD WATER LINE 3/" (COOPER) A MIN. OF 4'-0" INTO TENANT 10 SPACE AT +13'-6" AFF. INCLUDE INSULATION OF VALVE AND REMOTE METER TO LOCATION PROVIDED BT WESTFIELD PROJECT MANAGER. 11 EXISTING FIRE ALARM CONDUIT TO REMAIN. 12 EXISTING DATA CONDUIT TO REMAIN. 13 STUB 3" SANITARY SEWER VENT THRU ROOF FOR FUTURE TENANT. 14 NEW 6'-0" X 8'-0" DOUBLE DOOR. 18 GA HOLLOW METAL FRAME AND HOLLOW METAL DOORS TO MATCH EXISTING MALL STANDARD. PROVIDE STORAGE ROOM FUNCTION HARDWARE ON ACTIVE LEAF. DUMMY HARDWARE ON INACTIVE LEAF. REVIEWED FOR COIOE COMPLIANCE APPROVED OCT 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKW'ILA SEP 20 2016 PERMIT CENTER FLOOR PLAN 1/8" = A 101 3 GUSON SHINGTON REVISIONS: DATE: 09/1512016 PROJECT NO: PRINCIPAL -IN -CHARGE: PROJECT MANAGER: DRAWN BY: 009-03-16 BEN PAUL PAUL PHASE / DELIVERABLE: PERMIT SET SHEET TITLE: FLOOR PLAN SERVICE CORRIDOR SHEET NO. A2.1 1 2 3 4 5 1 2 3 4 D C B A 0 0 0 0 0 EXISTING A CONSTRUCTION / \ TO REMAIN ir AREA OF V CONSTRUCTION 0 7 ED> • .11111 1111111Gripopi HEE BIM to 11 O 0 11111111m o1111 1 'mopse-on" mai innumn Elm EI 1, n Ira"■■■■■■ ■ 11 ■■■■■■•uwm■■■■■■M ■■■ !.011111■■/1■M\MIll111111111 ..::.: ,0 momilumqvum•immi 1 11 TYP • 1 1 12'-0" 12'-0" 12'-0" 12'- 4'-0)/2" 9 CV 0 • 0 CV 40, EXISTING CONSTRUCTION TO REMAIN / \ AREA OF CONSTRUCTION TYP. SPS 0 0 0 0 0 0 0 1 GENERAL NOTES 1. BEFORE STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCTIONS AND CEILING FIXTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE INDICATED, OR IF THERE ARE ANY CONFLICTS OR DISCREPANCIES, CONTRACTOR SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY PART OF THE CEILING OR RELATED WORK. 2. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL RE RESPONSIBLE FOR UPDATING FIRE AND LIFE -SAFETY SYSTEMS AS REQUIRED PER NEW WALL LAYOUT AND CURRENT CODES. 3. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH IFC AND LOCAL CODE REQUIREMENTS. 4. ALL CEILING MOUNTED DEVICES SHALL BE WHITE U.N.O 5. LOCATE CONTROLS AND MECHANICAL SYSTEMS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE AREAS. DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS, UNLESS APPROVED BY ARCHITECT. 6. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN 8" ABOVE LINE OF HIGHEST FINISHED CEILING. 7. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 8. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SWITCH PLATE. 9. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO DOOR OPENINGS, DO NOT INSTALL IN CENTER OF WALL. ARCHITECT AND CLIENT TO APPROVE ALL LOCATIONS. 10. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS. 11. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME TEMPERATURE. 12. CENTER CEILING GRID IN TWO DIRECTIONS IN ALL ROOMS UNLESS NOTES OTHERWISE. 13. SEE SHT. 7.1 FOR SUSPENDED CEILING INSTALLATION NOTES. ALL REFERENCES TO CODE SECTIONS BELOW ARE IN REFERENCE TO THE 2015 WASHINGTON STATE ENERGY CODE. 14. ALL ROOMS AND ENCLOSED AREAS SHALL BE PROVIDED WITH LIGHTING CONTROLS AND AUTOMATIC SWITCH CONTROLS IN ACCORDANCE WITH C405 AND C 450.2.2.1. 15. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL ROOMS OR AREAS LESS THAN 300 SQ. FT PER C405.2.2.2. 16. AREAS OR ROOMS ADJACENT TO DAYLIGHTING SHALL BE CONTROLLED SEPARATELY FROM GENERAL AREA LIGHTING PER C 405.2.2.3 AND CAPABLE OF CONTINUOUS OR STEPPED DIMMING ALL REFERENCES TO CODE SECTIONS BELOW ARE IN REFERENCE TO THE 2015 IBC 17. 1013.6.1 EVERY EXIT SIGN AND DIRECTIONAL EXIT SIGN SHALL HAVE PLAINLY LEGIBLE LETTERS NOT LESS THAN 6 INCHES (152 MM) HIGH WITH THE PRINCIPAL STROKES OF THE LETTERS NOT LESS THAN 3/4 INCH (19.1 MM) WIDE. 18. 1013.6.2 THE FACE OF AN EXIT SIGN ILLUMINATED FROM AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOTCANDLES. 19. 1013.6.3 EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. KEYNOTES LEASE LINE EXISTING SUSPENDED GRID AND CEILING TILE TO REMAIN. EXISTING GYPSUM WALLBOARD CEILING TO REMAIN. O4FURNISH AND INSTALL AN EXHAUST FAN THRU ROOF WITH WALL MOUNTED THERMOSTAT. PROVIDE ROOF CURB , STANDARD FLASHING, STRUCTURAL SUPPORT. O NEW 2 X 4 FLUORESCENT LIGHT FIXTURES - W/ T5 LAMPS. 6 NEW 1 X 4 CHAIN HUNG (+12'-0" AFF) FLUORESCENT LIGHT FIXTURES - W/ T-5 LAMPS. 07 EXISTING DUCTWORK MAIN LINE TO REMAIN, STUB INTO NEW LEASE SPACE. REMOVE AND CAP ALL BRANCH LINES THAT SUPPLY THE NEW STORAGE ROOM. O EXISTING HVAC UNITS TO SERVE NEW TENANT SPACE ONLY. O NEW SUSPENDED CEILING GRID AND TILE. INSTALL AT +10'-0" AFF. MATCH EXISTING GRID AND ACOUSTICAL TILE. 10 NEW FRAMED GWB HEADER INSTALL BOTTOM OF GWB AT + 9'-11" AFF. STUB 3" VENT THRU ROOF. FURNISH AND INSTALL FLASHING IN 11 ACCORDANCE WITH ROOF MANUFACTURERS STANDARD DETAILS AND WARRANTY REQUIREMENTS. 12 NO CEILING AT NEW STORAGE ROOM. 13 SUSPENDED ACOUSTICAL TILE AND GRID TO MATCH EXISTING. 14 REPLACE GWB CEILING AND FRAMING AS REQUIRED TO MATCH EXISTING . PAINT TO MATCH EXISTING CEILING COLOR AND TEXTURE. 15 CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING, RELOCATING OR OTHERWISE ADJUSTING ALL FIRE SPRINKLER LINES, SPRINKLER HEADS, LIGHT FIXTURES AND OTHER FIXTURES AT NEW DEMISING WALL LOCATIONS. RECEIVED CITY OF TUKWILA SEP 2 0 2016 CEILING PLAN 1/8" = 10 PERMIT CENTER B REGIS CHITEC EN DA �lh STATE + A J � J o a 2 O<z JZLIJO W Z QCD W� � 'Amei Mmi. Unci =11 o W 1.7 Lor -1 < 1=1:3 an Cr) EVIEWED FOR SDE COMPLIANCE ' APPROVED OCT 0 5 2016 'City of Tukwila BUILDING DIVISION REVISIONS: DATE: 09/15/2016 PROJECT NO: PRINCIPAL -IN -CHARGE: PROJECT MANAGER: DRAWN BY: 009-03-16 BEN PAUL PAUL PHASE / DELIVERABLE: D PERMIT SET SHEET TITLE: CEILING PLAN SHEET NO. A2.2 1 2 3 4 5 OCU This document has• been revised based on current Building Gude standards In alt buildings other than structures class€fied es esserrtiai facilities suspended ceitings instaltetl €n accordancekv€th the prescriptive prrvis€ons of the 401 document are. deemed to a .ply wiEh. the current building code interpretation This docurient provides the IBC 2015 referenced standards for tfid installation of suspension systems for acoustical lay tri:.... ceilings IncorPoration of this docume t`wiii pr u'de a Ore uniforrristandard for insti€atio an s``ect€on. T s document is d tris p hl S fie tematona Bu'idin Goele lBG ,vtth're card to here ui errients far seismic' desi n des€grted to accomplish the intent of h In I i g ( }. � t q r li n rel It r b' i s. _"fi n i n h l t a sus ended cet i sad afed to n.. Unisss su ".orted. en r�ee t fihe sus ens o s .stem_s a i be€ ca egory t�, E end F i r p 9 p3� Y g g, p Y inta€Ied er these re uirements andt•hose of the referenced documents. Manufacturers rerommendatrons followed whereapplicable. General Recommendations • Referenced sources per hierarchy: 2012 International Building Code (IBC), American Society of Civil Engineers (ASCE 7-10 , American Societyof TestingMaterials(ASTM C 635, ASTM C 636, ASTM E 5801E 580M , and ) ) Ceilings and Interior Systems Construction Association (CISCA). • Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be independent of the ceiling splay bracing system. Source:ASCE y-1,Section S r 'fo73,5.8.1 3.5 ., • For further information on bracing of non -load bearing partitions refer to NWCB Technical Document #200-501. • All main beams are to be Heavy Duty (HD). scurre:ASTM t: 8oSectior,5.1.r • Ceilings less than or equal to 144 ft2 and surrounded by walls connected to the structure above are exempt from the seismic design requirements. Source ASTM E580 Section ? -t • These recommendations are intended for suspended ceilings and related components in areas that require resistance to the effects of earthquake motions. source: ASTM L:580 Section 3.2 • All wire ties are to be three tight turns around itself within three inches. Twelve gage Hanger wire spaced 4 foot on center (figure 1 . soi,r.�e: AsrM cris6 Section 2.3.4 9 p (g ) • Changes in ceiling planes will require positive bracing. Source: ASTM 5580 section 5.2.8.6 ( ). maximum 3" I (7Emm) S figure 1 PAGE 1 OF 4 fist. WALE. i.F.kE. ........... HEADQUARTERS 2825 E stle Ave E Ste 350 1 Seattle , WA 98102 tel 206-524-,.1243 I email nfo@::vrcb.org OREGON tel 503-295-0333 email oregor:i i'l1wc b.org SUSPENDED CEILING INSTALLION NOTES & DETAILS figure 2 Lateral force Bracing 45° or less ;011j.Ess = )45° cries - Cross tee Main Hearn 45° or less -- 12 gage splayed brace wires figure 3 Maximum Recommended Lengths for Vertical Struts 1/2' EMT conduit up to 5'10" %," EMT conduit upto7'8" 1" EMT conduit Single 15/' metal stud (20 gage) upto9'9" up to 12'0" Back-to-back 155" metal stud (20 gage) up to 15'0" Single 2 4' metal stud (20 gage) up to 13'6" Back-to-back 2'/" metal stud (25 gage) up to 15'0" Source: Pc,,rtiarrd ntaricang Department v'cfe: Plenum areas greeter than 15'0` will regain:, engineering calculations. figure 4a Attached Wall Molding Requirements uirements r;