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HomeMy WebLinkAboutPermit D16-0283 - MOTION INDUSTRIES - TENANT IMPROVEMENTMOTION INDUSTRIES 18436 CASCADE AVE S 160 EXPIRED 03/10/18 D16-0283 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 7888900030 18436 CASCADE AVE S 160 Project Name: MOTION INDUSTRIES Permit Number: D16-0283 Issue Date: 2/10/2017 Permit Expires On: 8/9/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: CPF KENT VALLEY LLC 100 WILSHIRE BLVD #700, SANTA MONICA, WA, 90401 JESSICA BRADLEY 2505 THIRD AVE, SUITE 324 , SEATTLE, WA, 98121 Phone: (206) 720-7001 PATTISON GENERAL CONTRACTOR Phone: (425) 978-8222 15235 NE 90TH ST BLDG U, REDMOND, WA, 98052 PATTIGC917C7 Expiration Date: 2/27/2017 CBRE INC Address: 20415 72ND AVE S #210 C/O STOCKBRIDGE CAPITAL GP, KENT, WA, 98032 DESCRIPTION OF WORK: MODIFICATIONS TO EXISTING SPACE TO SUIT NEW TENANT, INCLUDING BUT NOT LIMITED TO: RELOCATION OF DISPLAY CASES AND FIXTURES TO NEW LOCATION 2100, DEMOLITION OF INTERIOR DISPLAY PARTITIONS WITH WALL PATCHES AT THE LOCATION OF DEMOLITION. TENANT SIGNAGE WILL BE CONNECTED TO EXISITNG ELECTRICAL UTILITIES. NEW SLAT WALLS WILL BE INSTALLED ALONG THE ENTIRE LENGTH OF BOTH SIDES OF THE STORE. Project Valuation: $50,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $1,706.54 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Nitekt, Permit Center Authorized Signature: 1 Date: 1 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 Name: Date: 2//v/77-___ 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: 40: Applicant mentions tenant signage to be connected to existing electrical utilities. Any new permanent signage requires a sign permit that adheres to the requirements put forth in TMC Title 19. Temporary signs may require a permit as well. See Title 19 for more information. 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: 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. 9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: 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 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 25: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 26: 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 on-site generator. (IFC 1011.6.3) 27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 31: 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) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 28: 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). 32: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 34: 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) 33: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: 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** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWi Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.TtikwilaWA.gov Building Perini, i+1o. Project No. b41(p O2-03 Date Application Accepted: Date Application Expires: vt-1 7 (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: 18404 CASCADE AVE S Tenant Name: \j\' y 9W, PROPERTY OWNER Name: CSHV NWCP SEATTLE, LLC Address: 20415 72nd AVENUE SOUTH, #210 City: KENT State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: JESSICA BRADLEY/CRAFT ARCHITECTS Address: 2505 THIRD AVE SUITE 324 City: SEATTLE State: WA Zip: 98121 Phone: (206) 720-7001 Fax: (206) 720-2949 Email: JESSICA@CRAFTARCHITECTS.COM GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: CRAFT ARCHITECTS Company Name: Architect Name: KATHY CRAFT -REICH Address: Address: 2505 THIRD AVE, SUITE 324 City: SEATTLE State: WA City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: li:\Applications\Forms-Applications On Line\201 1 Applications\Pcrmit Application Revised - 3-9-11.doc: Revised: Autmst 2011 bh King Co Assessor's Tax No.: 7888900010 Suite Number: 1%) Floor: 1 New Tenant: V] Yes El ..No ARCHITECT OF RECORD (� Name: eigt . CAN rlQ Cant 1 1 Company Name: CRAFT ARCHITECTS Company Name: Architect Name: KATHY CRAFT -REICH Address: 2505 THIRD AVE, SUITE 324 City: SEATTLE State: WA Zip: 98121 Phone: (206) 720-7001 Fax: Entail: State: ENGINEER OF RECORD (� Name: eigt . CAN rlQ Cant 1 1 Address: '14'1,151,jkj, ND Company Name: Engineer Nanie: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) (� Name: eigt . CAN rlQ Cant 1 1 Address: '14'1,151,jkj, ND City: State: Zip: 0(. 02_ Paee 1 of a BUILDING PERMIT INFORMATION 6-431-3670 Valuation of Project (contractor's bid price): $ 50,000 Describe the scope of work. (please provide detailed information): Modifications to existing space to suit new tenant, including but not limited to: Relocation of display cases and fixtures to new location 2100, demolition of interior display partitions with wall patches at the location of demolition. Tenant signage will be connected to existing electrical utilities. New slat walls will be installed along the entire length of both sides of the store. 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 dwelline: 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 r/] No If "yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers L] Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes'. attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - S -9.l 1.docs Revised: 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" Floor 5,295 III -B B/S-1 2nd Floor 3`d 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 dwelline: 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 r/] No If "yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers L] Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes'. attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - S -9.l 1.docs Revised: August 2011 bh Page 2 of 4 • y PUBLIC WORKS PERMIT INFOR TION — 206-433-0179 Scope of Work (please provide detailed information): Modifications to existing space to suit new tenant, including but not limited to: relocation of display cases and fixtures to new location 2100, demolition of interior display partitions with wall patches at the location of demolition. Tenant signage will be connected to existing electrical utilities. New slat walls will be installed along the entire length of both sides of the store. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District # 125 0 ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑... Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. 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") 0 ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 0 ...Sewer Main Extension Public 0 ...Water Main Extension Public 71 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding wo # wo # WO # ❑...Deduct Water Meter Size Private ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\ApplicationsWorms-Applications On Linet20I1 Applications\Permit Application Revised - 3-9-1 I docs Revised: Atuntst 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 TI -IAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: h I) 7 1 L1,0 Print Name: ` 2rif/ 4-,kon Day Telephone: (206) 720-7001 Mailing Address: 2505 Third Ave., Suite 324 H:WpplicationsForms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-1 Idocx Revised: August 2011 bh Seattle WA 98121 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $584.89 D16-0283 Address: 18436 CASCADE AVE S 160 Apn: 7888900030 $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 1 R000.345.830.00.00 I 1.00 I $67.83 D17-0058 Address: 18325 SEGALE PARK B DR Apn: 3523049119 $515.02 Credit Card Fee $15.00 Credit Card Fee R000.369.908.00.00 0.00 $15.00 DEVELOPMENT $476.42 PERMIT FEE R000.322.100.00.00 0.00 $471.92 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $23.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11530 R000.322.900.04.00 0.00 $23.60 $584.89 Date Paid: Friday, May 19, 2017 Paid By: KEVIN HUDDLESTON Pay Method: CREDIT CARD 09220G Printed: Friday, May 19, 2017 2:15 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ( PermitTRAK ACCOUNT I QUANTITY PAID $1,067.65 D16-0283 Address: 18436 CASCADE AVE S 160 Apn: 7888900030 $1,067.65 Credit Card Fee $31.10 Credit Card Fee R000.369.908.00.00 I 0.00 $31.10 DEVELOPMENT $987.40 PERMIT FEE R000.322.100.00.00 0.00 $982.90 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $49.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10794 R000.322.900.04.00 0.00 $49.15 . $1,067.65 Date Paid: Friday, February 10, 2017 Paid By: PATTISON INC Pay Method: CREDIT CARD 01047G Printed: Friday, February 10, 2017 9:59 AM 1 of 1 aiP'YSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $638.89 D16-0283 Address: 18404 CASCADE AVE S 160 Apn: 7888900010 $638.89 DEVELOPMENT $638.89 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9662 R000.345.830.00.00 0.00 $638.89 $638.89 Date Paid: Monday, October 17, 2016 Paid By: CRAFT ARCHITECTS PLLC Pay Method: CHECK 007877 Printed: Monday, October 17, 2016 11:24 AM 1 of 1 CRSYSTEMS 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 Pity- cy2s3 Project: Type of Inspection: U)LINAG- Fti'tm- Y1/ ) tINJ liNTNIIS Address:_ 1 4 362 01'5 01- Da A'1t 5. Date Called: Special Instructions:Date � � Wanted: et--t'i-t7 gip Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4 1.heEL ,r'intR CY L4 77,6- 7Z 7 T .114'4W Inspector: Date: // _77 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 INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Nth -02-63 Project: Ato770A//(/DOS /Es Type of Inspection: g)3PFNDED CEILING - Address: t'31#' SCF E /1 S i Date Called: /644 Special Instructions: Date Wanted: -7-3 -/ 7 40 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:,4 tmiAA 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 INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION bi42-c 3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: //4o779/1/ /ADWSi72/.0S Type of Inspection: GLA zf N Address: / /3 C,/-,Sr/h9/f" /Wet S, Date Called: / Special Instructions: Date Wanted: —3—%7 a .m .m. Requester:er�-��s %Vrc-/ ` i Phone No: _ _ _ f&27 I7 --ter' / tiQApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto4 Date/ J / / 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 144- oz -R3 Project: j*1 c4 AW5 i[:S Type o. J41spection: /-/24M i,,16- Address: /81/36 Cmc AiI Date Called: Special Instructions: %6, 0 Date Want d: Requester Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: res ®,dl / Inspector: Oate:/,'t„' i 7 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 17-5- 1.36 `n/6 -- 7i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �,,,� i0�ti7� / ��� S 4 1�- Type °f .��.� tion: Address: Suite #: /99 ( /11/6% Contact/Person: -/(o 0 Special Instructions: Pre -Fire: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: 1MS Sprinklers: V€i' Fire Alarm: Hrs.: Hood & Duct: Monitor: f Pre -Fire: Permits: Occupancy Type: Inspector: X- cSi t"7 Date: 47/4* -7 Hrs.: / O r 1 $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 J INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ()(61-rfZ-5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,Type r10 (oma ("J Dv 'Mt E-13 of Inspection: ;mit;_ Address: ,� Suite #: f 1r> '(/ 5/_',4-9(----'n ,_Contact _, -9i 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 62S L)Pi- .. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /Mil -167J /IN Ovs r c: 5 Type of Inspection:, Sl0-(2-I//2(_, 6 Address:Contact , Suite #: /3'' s1aOIG.wer... Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ye 5 Fire Alarm: Ve — >t ry k- ( t f / r.i % / %i d' SOV L Monitor: -- 41,6 v F/- L -v' G E / /IA 6,->/ <3 ; ...-6?j-;u.. U? E—r f 7 pFY7---wi- f i' -- Occupancy Type: 'i Needs Shift Inspection: Sprinklers: ye 5 Fire Alarm: Ve Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 'i Inspector:%'1q c Li Date: "7/3//?-- Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII 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 I INSPECTION NUMBER INSPECTION RECORD ``Retain a copy'with permit nit--O7_X PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /U►CT?ate) /NOi Type of Inspection: c.. e -11 ---- Address: ,7 A Suite #: ! ( p a.d.� .1k/< Contact Person: Special Instructions: Pre -Fire: Phone No.: , )Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: yri 5 Fire Alarm: y -e 5 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ' $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 Date: Wq /j 7____ Hrs.: l Inspector: yti $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: SOUTHCENTER SOUTH IP, CASCADE, MOTION INDUSTR : DatREVIEWEiL 201 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. 1'411 EnLIAtiCE APPROVED NOV 2 2 2016 City of Tukwila Company Name: CRAFT ARCHITECTS Company Address: 2505 THIRD AVENUE, SUITE 324, SEATTLE, WA 98121 Applicant Name: JESSICA BRADLEY Applicant Phone: 206-720-7001 Applicant Email: JESSICA@CRAFTARCHITECTS.COM Project Description New Building ;Addition, . ...!I-D'N� I • �i�A luded Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. Fillip Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project — 1 ... Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance —) ❑ Addition is combined with existing: For interior lighting projects, include new + existing interior lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting Tradable and Proposed Non -Tradable Lighting Wattage tables fixture wattage Ow Proposed Lighting fixture wattage in Proposed in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces. and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced L ❑ Ll Less than 50% of existing are replaced ❑ ❑ ❑ Lamp and/or ballast replacement only - existing total wattage not increased —I ❑ 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-iNT-BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-iNT-BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages. and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) " ❑ ❑ New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated ■ New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1. daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting,- provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use • Identify in LTG Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). interior spaces requiring LPD upgrade to the current Code in Pro pgEOEIVE rage table -INT -BLD or LTG -INT -SPACE form. CITY OF TU KWILA bR 02J3 OCT 17 2016 PERMIT CENTER Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: SOUTHCENTER SOUTH IP, CASCADE, MOTION INDUSTRIES Date 10/13/2016 Interior Lighting System Description Interior Lighting Power Allowance Method 111 Building Area Method E Space -by -space Method Select method used in project. Interior Lighting Controls All C405.2.1 - C405.2.8 Controls E C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with th required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: C 0C405.2 thru C405.5 Commercial Lighting Controls and LPA CC406.3 High Efficacy Lighting 0 Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: SOUTHCENTER SOUTH IP, CASCADE, MOTION INDUSTRIES Date 10/13/2016 Calculation Area "1" 0 0 Addition - 0 Addition stand alone + existing O Spaces where < 50% of O Spaces where >_ 50% of O luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type O Standard O Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE' 2 Location (plan #, room #) Space Type Height""" 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) 103 Restroom: all other 130 0 . 780 101 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 130 LTG -INT -DISPLAY Allowed Watts Allowance from 102 Proposed Lighting Wattage "' °' Location (plan #, room #) Fixture Description NOTE 4, 5, s Number of Fixtures Watts/ Fixture NOTE Watts Proposed 103 1/4 SM or CH Flourescent Fixture w/(1) 21W T-5 2 21 42 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 42 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 wattsAineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided 2/1/2018 City of Tukwila Department of Community Development JESSICA BRADLEY 2505 THIRD AVE, SUITE 324 SEATTLE, WA 98121 RE: Permit No. D16-0283 MOTION INDUSTRIES 118436 CASCADE AVE S - SUITE 160 Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/10/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/10/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincere y, PV19R chelle Ripley Permit Technician File No: DI6-0283 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 24, 2016 City of Tukwila Department of Community Development JESSICA BRADLEY 2505 THIRD AVE, SUITE 324 SEATTLE, WA 98121 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0283 VACANT SPACE - 118404 CASCADE AVE S Dear JESSICA BRADLEY, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.gov 1. Provide a completed Public Works permit fee estimate sheet. (For Public Works activities only including — domestic water backflow (RPPA w/HotBox). (see PW Bulletin A2 enclosed) 2. The City has determined that the building occupied at 18404 Cascade Ave. South has deficiencies on domestic water service requiring the following upgrade. • a) Domestic Water Service - Building is served by a 1.5 -inch water meter that does not have an RPPA installed for premise isolation. A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent 1.5 -inch domestic water meter for premise isolation. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4 -inch thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. The Public Works Director will withhold issuance of this Building permit, and any Plumbing permit for this building; until the Permit Center receives plans for installation of the above item (a) and a copy of the backflow test report for above item (a) or a bond for design, installation and testing of subject backflow. If you opt to install you must supply the installation plans consisting of a schematic that clearly shows the location of the domestic water meter in relationship to the property line(s) and the building, size of water meter, connection to the water main, and service to the property together with a construction cost estimate to the Permit Center. RPPA installation will trigger a Public Works Type 'C' Construction Permit which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation of the subject device). An -additional 2.5% of construction cost for backflow installation will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflow by a certain date. This must be done before the Permit Center issues the permit. I have enclosed Development Bulletin C5 outlining design and installation requirements for cross connection control. Feel free to contact me (or) call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431-2441 if you have any questions/comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rochelle Ripley Permit Technician File No. D16-0283 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0283 DATE: 04/27/17 PROJECT NAME: MOTION INDUSTRIES SITE ADDRESS: 18436 CASCADE AVE S - SUITE 160 Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: Building Division II Public Works 4kM Fire Prevention Structural 53-i 7 u Planning Division Permit Coordinator gi PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 05/02/17 Structural Review RequiredEl DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: l4 s DUE DATE: 05/30/17 Approved with Conditions Denied (ie: Zoning Issues) 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 COPT PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0283 DATE: 12/06/16 PROJECT NAME: MOTION INDUSTRIES SITE ADDRESS: 18436 CASCADE AVE S - SUITE 160 Original Plan Submittal X Revision # 1 before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 1L-6 Aw& NIL Building Division up fq Public Works lei/VA A -v' froC Fire Prevention Structural w140 A NA -1`6 Planning Division up ❑ Permit Coordinator 1110 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 12/08/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n n (corrections entered in Reviews) Notation: 1/ 1a1/ Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 01/05/17 [4iv REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0283 PROJECT NAME: VACANT SPACE SITE ADDRESS: 18404 CASCADE AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 11/21/16 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division �M • t Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 12/20/16 ❑ Approved with Conditions n 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 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0283 DATE: 10/17/16 PROJECT NAME: VACANT SPACE SITE ADDRESS: 18404 CASCADE AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building ivi ion IV Emily 06W Public W rks IttA 101�1�t Fire Pre en ion U Structural ❑ 1°1" MV(} Planning Division gm Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/18/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions DUE DATE: 11/15/16 n Corrections Required n Denied n (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 1� ��i� CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW Staff Initials:1(4.." 12/18/2013 PROJECT NAME: M01-6\ (�lb'fY��) PERMIT NO: SITE ADDRESS: .1:70113 t9 Cuscad. ii-ofS X100 REVISION LOG ORIGINAL ISSUE DATE: REVISION NO. DATE RECEIVED STAFF INILS ISSUED DATE STAFF INITIALS 2- 1-1-2)-1/ ,5 -t 1 14 Summary of Revision: -9._e6k►.0oiv\ �todv-rf C twInie5 Received by: 51 N \-6_1,1D k -e) n j Received by: 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) Date: 4.26.17 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. Plan Check/Permit Number: D 16-0283 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA. APR 2 7 2017 PERMIT CENTER Project Name: CBRE SSIP Cascade A (Motion Industry) Project Address: 18436 Cascade Ave. S. Suite 160 Contact Person: Jessica Bradley Phone Number: 206.720.7001 Summary of Revision: Revised restroom floor plan due to existing conditions/limitations Sheet Number(s): "Cloud" or highlight all areas of revision including date of rout,.- Received at the City of Tukwila Permit Center by • Entered in TRAKiT on "----)-7-17 W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: al kt lo( Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: CVA C(�lV� C tN, (t�,U�,b\ k 1/9\t, l Project Address: , L ? \ lent , C . ND Contact Person: l.Jt,(ACt Phone Number: ik 17-0 -1051)1 Summary of Revision: V-utt aka C a,N kta a\)ti .13)-KTh -qk /A- RECEIV D CITY OF TUKWIL,A DEC 0 6- 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revis,on Received at the City of Tukwila Permit Center by: Entered in TRAKiT on to) -40— W:\Permit Center \Templates\Forms\Revision Submittal Form. doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard. Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.7ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 111—)4-1 ( Plan Check/Permit Number: D16-0283 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued 111 Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: VACANT SPACE Project Address: 18404 CASCADE AVE S Contact Person: JESSICA BRADLEY Phone Number: 0206 - 3-10' 7001 Summary of Revision: SPe pP ow► tv p I cid-i al-, "Wt(o- ©f73 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: 11— Entered in TRAKiT on [ ( --)4 _I co V \I'cnnu ( rwatAppltr.wnn., liantl ut,ATc rplate%U orms\ Wor,111octuncra,Altel cion Submittal I nrm.Joc PATTISON GENERAL CONTRACTOR Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing PATTISON GENERAL CONTRACTOR Owner or tradesperson Principals PATTISON, MICHAEL WINFIELD, PRESIDENT PATTISON, JAN LA REE LOUISE, VICE PRESIDENT Doing business as PATTISON GENERAL CONTRACTOR WA UBI No. 602 182 087 Parent company PATTISON INC 15235 NE 90th Street Bldg U REDMOND, WA 98052 425-497-8222 KING County Business type Corporation Governing persons JAN LL PATTISON MICHAEL W PATTISON; ZACHARY V MASON; 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. PATTIGC917C7 Effective — expiration 02/27/2009— 02/27/2017 Bond ................. FIRST NAT INS CORP Bond account no. 6519060 $12,000.00 Received by L&I Effective date 02/20/2008 02/27/2009 Expiration date Until Canceled Insurance Charter Oak Fire Ins Co $1,000,000.00 Policy no. DTCO8G246583-15 Received by L&I Effective date 03/01/2016 02/24/2016 Expiration date 02/24/2017 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 2/10/2017 PATTISON GENERAL CONTRACTOR Insurance history Savings ..... _.................. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings .................................._........................................................................_.... No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ........................................ No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ....................................................... No license violations during the previous 6 year period. Workers' comp 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 Account is current. 910,332-03 ................................. Doing business as PATTISON GENERAL CONTRACTOR Estimated workers reported Quarter 4 of Year 2016 "21 to 30 Workers" L&I account representative T5 / STEPHANIE HENDERSON (360)902-6266 - Email: HSTE235@Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. 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Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 2/10/2017 ABBREVIATIONS V J 1 It AB AC A/C ACP ACT ADH ADJ AF AFF AHJ AL ALT ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL CEILING PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ACCESS FLOOR AT/ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION ALUMINUM ALTERNATE AP ACCESS PANEL APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BETW BETWEEN BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CB CBU CEM CER CFM CFT CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CORR CPT CT CTR CY DBL DEPT DF DIA DIAG DIM DISP DN DR DTL DWR DS DW DWG EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EQ EQUIP EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FF FIN FL FLG CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DRINKING FOUNTAIN(W/O COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FLUOR FM FOC FOF FOIC F010 FOS FS FT FTG FTIC FTIO FURR FUT FUTURE - RIO GA GALV GB GC GL GLB GND GR GWB HB HC HDR HDWD HDWE FIM HORIZ HR HT HTG HVAC HWH BDC EC FC HM N NCL NSUL NT PC JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MEZZ MFR MH MIN MIR MISC MLD MRGWB MTD MTL MULL N NIC NO NOM# NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL PLAM PLYWD PNL PRT FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATION/ AIR CONDITIONING HOT WATER HEATER NTERNATIONAL BUILDING CODE NSIDE DIAMETER/ DIMENSION NTERNATIONAL ELECTRIC CODE COUNCIL NTERNATIONAL FIRE CODE NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR NTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GWB MOUNTED METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PSF PSI PT PTD PTD/R PTN PTR PVMT QT RA RAD R&S RB RCP RD RD/0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RW RWL SC SCD SCHD SD SECT SF SHTG SIM SNK SLR SND SNR SPEC SQ SST SSK ST STA STC STD STL STOR STRL SUSP SV SYM TB T&B TG THK TIG TO TOC TOP TOS TOSL TOW TPD TPH TPTN TS TV TYP UL UNF UON UR VAR VCT VERT VEST VIN VWC W/ W/O WC WD WF WG WHSE WP WR WSCT WT XFMR YD PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QUARRY TILE RISER RETURN AIR RADIUS ROD & SHELF RESILIENT BASE REFLECTED CEILING PLAN ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESILIENT ROOM ROUGH OPENING RESILIENT TILE RUBBER RAIN WATER RAIN WATER LEADER SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SQUARE FEET SHEATHING SIMILAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STONE/STONE TILE STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TEMPERED GLASS THICK TEMPERED INSULATED GLAZING TOP OF TOP OF CONCRETE TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTITION TUBULAR STEEL TELEVISION TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WAREHOUSE WATER PROOF WATER RESISTANT WAINSCOT WEIGHT TRANSFORMER YARD SYMBOLS 107E u u WT 1492 w COLUMN LINE/GRID LINE DCOR/RELITE NUMBER CORRESPONDS TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL OR ENLARGED PLAN DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES *DO TITLE TITLE2 TITLE3 WINDOW SYMBOL INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ROOM NAME ROOM ROOM NO. +8'-6" 78 71 PNORTHT FINISHED CEILING HEIGHT PROPERTY LINE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9'-0" DENOTES CHANGE IN ELEVATION 7'-0" FINISH SYMBOL 1. THE GENERAL 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 OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. 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. TFEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA S1ALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/AFCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE 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. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT" SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 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 AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR RE\IEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES CURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROMDERS, PUBLIC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: 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. PLUMBING FIXTURE REO'S NOTE: PLUMBING FIXTURES ARE EXISTING; SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDINC SQUARE FOOTAGE AMENDMENTS AND DOES NOT INCREASE FIXTURE REQUIREMENTS. rREVISIONS No changes sha!I be made to the scope , of work without prior approval of , uITfi1a Building Division. 1 j n•; L : ,,:-c 3 Will require a new plan submittal ;.;�,�1 may irr:;.�:do additional plan review fees. 3 RATE. PERMIT E:QUIii. D FOR: gl!aahanforal Etectric 'umbfng was Piping C iy of Tukwila P'EI;!_5•7!;',1 G DIVISION PROJECT DIRECTORY ARCHITECT/CONTACT: OWNER: TENANT: CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 CPF KENT VALLEY LLC c/o CB RICHARD ELLIS INC 20415 - 72ND AVENUE SOUTH, SUITE 210 KENT, WASHINGTON 98032 MOTION INDUSTRIES CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: JESSICA BRADLEY (206) 720-7001 JESSICA@CRAFTARCHITECTS.COM PROJECT MANAGEMENT (253) 872-9881 (253) 872 9884 VICINITY MAP APPROVED BY: Initials Date SITE/BUILDING PLAN TAX PARCEL # 788890-0030 LEGAL DESCRIPTION TENANT ALTERATION CONSISTING OF: NON-STRUCTURAL RENOVATION OF EXISTING OFFICE SPACE; EXPAND EXISTING TOILET ROOM, MISCELLANEOUS DEMOLITION, NEW PAINT & FLOOR FINISHES. SOUTHCENTER SOUTH INDUSTRIAL PARK PORTION OF LOT 2 LY SLY OF FOLLOWING DESCRIBED LINE BEGIN NW CORNER OF LOT 2 TH S 11-23-50 W 172.43 FT TH S 78-36-10 E 285 FT TO ELY LINE OF LOT 2 AND TERMINUS OF SAID HEREIN DESCRIBED LINE TGW PORTION OF LOTS 3 & 9 LY ELY OF A LINE DESCRIBED AS FOLLOWS - BEGIN AT A POINT ON N LINE OF LOT 3 AT A POINT 240.02 FT E OF NW CORNER OF LOT 9 TH SLY ALONG CURVE TO LEFT THE CENTER BEARING N 66-29-49 E RADIUS OF 459.28 FT ARC DISTANCE OF 245.48 FT THRU C/A OF 30-37-26 TH S 11-23-50 W 75.36 FT TO S LINE OF LOT 9 AND TERMINUS OF SAID LINE - PARCEL B OF CITY OF TUKWILA LOT CONSOLIDATION NO 98-0004 RECORDING NO 9807069010 LESS PORTION WITHIN THE FOLLOWING - BEGIN SE CORNER OF LOT 3 OF SOUTHCENTER SOUTH INDUSTRIAL PARK TH N 11-23-50 E 115.24 FT ALONG E LINE OF SAID LOT 3 TO AN ANGLE POINT ON SAID LINE TH N 17-06-28 E 120.61 FT TO POINT OF BEGINNING TH N 17-06-28 E 80.40 FT TO AN ANGLE POINT TH N 11-23-50 E 580.56 FT ALONG E LINE OF LOTS 1, 2 AND 3 TO POINT OF CURVATURE TH NWLY ALONG ARC OF CURVE TO LEFT RADIUS OF 50 FT THRU C/A OF 32-51-36 ARC LENGTH OF 28.68 FT TH S 11-23-50 W 687.59 FT TO POINT OF BEGINNING CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IMC ZONING DISTRICT: EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: AREA SEPARATION: NON -SEPARATED, PER SECTION 508.3 FLOOR AREAS: OFFICE (EXISTING) (B) WAREHOUSE (EXISTING) (S-1) TOTAL FLOOR AREA: Permit LE COPY' alg C/L1 B (OFFICE)/S-1 (WAREHOUSE) III -B FULLY SPRINKLERED 5,295 SQ FT 22,283 SQ FT 27,578 SQ FT Plan review :Dp ovrii is subject to errors and or : 3s ons, Approval of construction documonf does not out, toi :o the violation of any adopted code or ordinance. Recc : 1 of approved Field Copy and co .' 'ons is ac navvlea d: By: Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED INDEX OF DRAWINGS T1.1 GENERAL INFORMATION & SITE PLAN T1.2 ACCESSIBILITY GUIDELINES A0.1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A1.1 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A5.1 INTERIOR ELEVATIONS & DETAILS A6.1 DOOR & FINISH SCHEDULES A8.1 WALL TYPES & CEILING DETAILS PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE INCREASES. SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM, SPRINKLER. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIREM ATTACHED WSEC SPREADSHEET ENERGY REQUIREMENTS NO BUILDING ENVELOPE MODIFICATIONS ARE PROPOSED. DEC 16 2016 -E-a w City of Tukwila BUj! DING DIVISION CBR CB RICHARD EL.LIS C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q o co Wc000 Q (3) VIco criZ Ua EL E Effn can 0 J 4:7( wo U CONSULTANT 7052 RE_GtZTE ARCHTTE Nuraniassok RYN M.CRA STATE t 4. Jr Submittals/Revisions: ..p "P 'la'1T CORRECTIONS 12 02 16 RECEIVED CITY OF TUKWILA DEC 0 6 2016 PERMIT CENTER REVISION M. kR 1 t: MIG Sheet Title: GENERAL INFORMATION & SITE PLAN Date: Design: 10/12/16 Drawn: Project No: Approved: Building No: SH 16-132 KCR Sheet No: T1.1 COPYRIGHT CRAFT ARCHITECTS 2016 302/303 FLOOR SURFACES & CHANGES IN LEVEL ANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL) A. Changes in level up to 1/4" 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 ANSI/ICC A117.1 302.2 - 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/ICC A117.1 302.3 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2" wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 305 CLEAR FLOOR SPA E ANSI/ICC A117.1 305.2 - SIZE AND APPROACH 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. 307 PROTRUDING OBJECTS (REFERENCE DETAILS) ANSI/ICC A117.1 307 - GENERAL 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. EAR WIDT, ANY AMOUNT •Detail 308 & 309 REACH RANGES AND OPERABLE PARTS ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL) 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/ICC A117.1 309 - OPERABLE PARTS Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5.OIbs maximum. FULL LENGTH MIRROR MOP/BROOM STAINLESS HOLDER STEEL SHELF 403 ACCESSIBLE ROUTE - WALKING SURFACES IBC 1104 - LOCATION A. At least one accessible route within the site transportation stops, accessible parking and public streets or sidewalks to the accessible ANSI/ICC A117.1 403.5 - CLEAR WIDTH A. The minimum clear width shall be 32" at a continuously, per Table below. SOLID PLASTIC BENCH HAT/COAT HOOK shall be provided from public accessible passenger loading zones, and building entrance served. 404 DOORS connoted ANSI/ICC A117.1 404.2.6 - 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. z o b m "' o ANSI/ICC A117.1 404.2.7.1 - 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/ICC A. A117.1 404.2.7.2 - SPRING HINGES 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/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open doors shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 1. Other doors a. Exterior hinged, sliding or folding door. 10.0 Ib. max. b. Interior hinged doors: 5.0 Ib. max. c. 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. Exception: Interior or exterior automatic doors complying with Section 404.3 of ICC A117.1. 406 CURB PS ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) 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 - If x Is less than 48" Then The Slope Of The Flare Sides Shall Not Exceed 1:12 Adjoining Slope Shall .4- ,/-Not Exceed 1:20 Flared side 505 HANDRAILS Bottom rail to provide edge protection Handrail to extend with slope at bottom extension Ramp (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Standard Curb Ramp Adjoining Slope Shall Not Exceed 1:20 1:10 Max. slope 36" Min. point for a max. length of 24" and 36" IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clear width shall be 44". ANSI/ICC A117.1 403.5.2 - 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/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 ALMS ANSI/ICC A117.1 404.2.1 - 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/ICC A117.1 404.2.2 - 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/ICC A117.1 404.2.3 - 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" 0 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/ICC A. A117.1 404.2.4 - THRESHOLDS AT DOORWAYS Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 Curb Ramp Parallel to Curb 1:12 Max. slope Detail Location of Typical Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Wamings and contrasting color. Note • If $lope is 1:20 or less po contrasting color or texture is required ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI/ICC A117.1 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected by the crossings. 410 PLATFORM LIFTS ANSI/ICC A117.1 410.1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A117.1 410.2 - UFT 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/ICC A. ANSI/ICC A. A117.1 410.2.1 - DOORS AND GATES 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. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Exception: Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. A117.1 410.2.2 - RAMPS End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces of platform lifts shall comply with Section 302 ANSI/ICC A117.1 410.4 - 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/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARKING AND PASSENGER LOADING ZONE$ ANSI/ICC A117.1 502 - 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/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) 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. ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A117.1 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up 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. (1) TREAD DEPTH 40i13,-+;ttlitllt"� GALVANIZED MOUNTING BOLTS PRE-MANUF. SIGN 4 DIA. STEEL POST W/ CAP FINISH GRADE Detail Handrail to extend horizontally at top extension Handrail at Stair 1 1/2" 602 DRINKING FOUNTAINS ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A117.1 602.2 - 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/ICC A117.1 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - 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/ICC A117.1 602.5 - 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/ICC A117.1 602.6 - 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. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDfONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE. Handrail to extend horizontally at top and bottom extension If vertical rise is greater than 6" then bottom rail to provide edge protection 1 1/4"tot" Hand r�eit-Section '-0" 1'-o" Handrail at Ramp 5"MAX 5"MIN Forward Approach 603 TOILET ROOMS ANSI/ICC A117.1 603.2.2 - DOORS A. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed tuming space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the tuming space may overlap, however; the only tuming space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. C .,t -'9 R- t tfJ_... 101.01.',1"` ►{I 31.1 11. ANSI/ICC A117.1 604.3 - CLEARANCES A. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60" minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56" minimum in depth, measured perpendicular from the rear wall. (Reference Detail) B. No door swings are allowed in clear floor area. 56" MIN. (WALL MOUNTED W.C.) 59" MIN. (FLOOR MOUNTED W.C.) ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) 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/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) 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" in length minimum, 12" max from rear wall, extending 54" min. from rear wall 2. Side wall vertical: 18" in length minimum, bottom of bar located 39" min/41" max. above the Haar, centerline 39" min/41" max from rear wall 3. Back wall: 36" in length minimum, extend from centerline of water closet 12" min. on side closest to the wall, 24" min. on transfer side. ANSI/ICC A117.1 604.6 - FLUSH CONTROLS A. Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Hand operated flush controls shall comply with Section 309. IBC with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLS A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44'. WATER CLOSETS & TOILELCO tPARTMENTS continued ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the cispenser is located above the grab bar, the outlet of the dispenser shall be located 24" min -36" max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24" min -42" max from the rear vall. The outlet of the dispenser shall be 18"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS A. Vheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. 36" MAX 36" MAX Protruding Dispenser Protruding Dispenser Above Grab Bar Below Grab Bar Recessed Dispenser ANSI/ICC A117.1 605 - URINALS A. Accessible urinals shall comply with Section 605. ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" naximum above the finished floor. The rim shall extend a minimum of 13k" from the wall. ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of irinal to allow forward approach. 1. This space 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 between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS v.r iI c c E� Detail M.- Detail 11/ L 46" MIN. 606 LAVATORIES ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27 high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. L. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI/ICC A117.1 606 - DEPTH A. Each sink shall be a maximum of 6-1/2" deep. 17" MIN Tcrear I floor space L_ 19" MAX 48" MIN 1 g 1. I I t M I N N EN, EN WALL MOUNTED LAVATORY MOUNTED IN LAVATORY COUNTER ANSI/ICC 4117.1 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC M 17.1 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ib. C. lever -operated, push -type, and electronically controlled mechanisms are examples acceptable designs. D. f self-closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI/ICC M 17.1 603.6 - OPERABLE PARTS A. Dperable parts on towel dispensers and hand dryers shall comply with Table below. Maximum MINIMUM SEGMENT LENGTH SEGMENT WIDTH less than or equal to: 24 32" greater than: 24' 36' SOLID PLASTIC BENCH HAT/COAT HOOK shall be provided from public accessible passenger loading zones, and building entrance served. 404 DOORS connoted ANSI/ICC A117.1 404.2.6 - 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. z o b m "' o ANSI/ICC A117.1 404.2.7.1 - 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/ICC A. A117.1 404.2.7.2 - SPRING HINGES 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/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open doors shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 1. Other doors a. Exterior hinged, sliding or folding door. 10.0 Ib. max. b. Interior hinged doors: 5.0 Ib. max. c. 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. Exception: Interior or exterior automatic doors complying with Section 404.3 of ICC A117.1. 406 CURB PS ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) 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 - If x Is less than 48" Then The Slope Of The Flare Sides Shall Not Exceed 1:12 Adjoining Slope Shall .4- ,/-Not Exceed 1:20 Flared side 505 HANDRAILS Bottom rail to provide edge protection Handrail to extend with slope at bottom extension Ramp (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Standard Curb Ramp Adjoining Slope Shall Not Exceed 1:20 1:10 Max. slope 36" Min. point for a max. length of 24" and 36" IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clear width shall be 44". ANSI/ICC A117.1 403.5.2 - 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/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 ALMS ANSI/ICC A117.1 404.2.1 - 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/ICC A117.1 404.2.2 - 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/ICC A117.1 404.2.3 - 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" 0 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/ICC A. A117.1 404.2.4 - THRESHOLDS AT DOORWAYS Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 Curb Ramp Parallel to Curb 1:12 Max. slope Detail Location of Typical Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Wamings and contrasting color. Note • If $lope is 1:20 or less po contrasting color or texture is required ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI/ICC A117.1 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected by the crossings. 410 PLATFORM LIFTS ANSI/ICC A117.1 410.1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A117.1 410.2 - UFT 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/ICC A. ANSI/ICC A. A117.1 410.2.1 - DOORS AND GATES 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. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Exception: Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. A117.1 410.2.2 - RAMPS End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces of platform lifts shall comply with Section 302 ANSI/ICC A117.1 410.4 - 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/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARKING AND PASSENGER LOADING ZONE$ ANSI/ICC A117.1 502 - 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/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) 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. ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A117.1 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up 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. (1) TREAD DEPTH 40i13,-+;ttlitllt"� GALVANIZED MOUNTING BOLTS PRE-MANUF. SIGN 4 DIA. STEEL POST W/ CAP FINISH GRADE Detail Handrail to extend horizontally at top extension Handrail at Stair 1 1/2" 602 DRINKING FOUNTAINS ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A117.1 602.2 - 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/ICC A117.1 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - 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/ICC A117.1 602.5 - 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/ICC A117.1 602.6 - 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. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDfONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE. Handrail to extend horizontally at top and bottom extension If vertical rise is greater than 6" then bottom rail to provide edge protection 1 1/4"tot" Hand r�eit-Section '-0" 1'-o" Handrail at Ramp 5"MAX 5"MIN Forward Approach 603 TOILET ROOMS ANSI/ICC A117.1 603.2.2 - DOORS A. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed tuming space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the tuming space may overlap, however; the only tuming space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. C .,t -'9 R- t tfJ_... 101.01.',1"` ►{I 31.1 11. ANSI/ICC A117.1 604.3 - CLEARANCES A. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60" minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56" minimum in depth, measured perpendicular from the rear wall. (Reference Detail) B. No door swings are allowed in clear floor area. 56" MIN. (WALL MOUNTED W.C.) 59" MIN. (FLOOR MOUNTED W.C.) ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) 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/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) 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" in length minimum, 12" max from rear wall, extending 54" min. from rear wall 2. Side wall vertical: 18" in length minimum, bottom of bar located 39" min/41" max. above the Haar, centerline 39" min/41" max from rear wall 3. Back wall: 36" in length minimum, extend from centerline of water closet 12" min. on side closest to the wall, 24" min. on transfer side. ANSI/ICC A117.1 604.6 - FLUSH CONTROLS A. Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Hand operated flush controls shall comply with Section 309. IBC with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLS A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44'. WATER CLOSETS & TOILELCO tPARTMENTS continued ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the cispenser is located above the grab bar, the outlet of the dispenser shall be located 24" min -36" max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24" min -42" max from the rear vall. The outlet of the dispenser shall be 18"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS A. Vheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. 36" MAX 36" MAX Protruding Dispenser Protruding Dispenser Above Grab Bar Below Grab Bar Recessed Dispenser ANSI/ICC A117.1 605 - URINALS A. Accessible urinals shall comply with Section 605. ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" naximum above the finished floor. The rim shall extend a minimum of 13k" from the wall. ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of irinal to allow forward approach. 1. This space 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 between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS v.r iI c c E� Detail M.- Detail 11/ L 46" MIN. 606 LAVATORIES ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27 high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. L. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI/ICC A117.1 606 - DEPTH A. Each sink shall be a maximum of 6-1/2" deep. 17" MIN Tcrear I floor space L_ 19" MAX 48" MIN 1 g 1. I I t M I N N EN, EN WALL MOUNTED LAVATORY MOUNTED IN LAVATORY COUNTER ANSI/ICC 4117.1 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC M 17.1 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ib. C. lever -operated, push -type, and electronically controlled mechanisms are examples acceptable designs. D. f self-closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI/ICC M 17.1 603.6 - OPERABLE PARTS A. Dperable parts on towel dispensers and hand dryers shall comply with Table below. Maximum 0.5' 2' 5' G 9' 11' Reach Depth Maximum Reach Height 46' 46' 42 441 3G' 34 w • 609 GRAB BARS ANSI/ICC A117.1 609.3.2 - SIZE AND SPACING A. Diameter or width of gripping surface shall be 1-1/4" to 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/ICC A117.1 609.8 - 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/ICC A117.1 609.5 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. on wide side Side Wall Grab Bar for Water Closet Rear Wall Grab Bar for Water Closet 1'-6" HAND SHOWER/ 24" SLIDE BAR Side Wall Grab Bar for Shower CONTROL AREA Rear Wall Grab Bar for Shower 702 ALARMS ANSI/ICC A117.1 702.1 - GENERAL A. When required, visual alarms shall be provided in each of the following areas, as a minimum: rest rooms and any other general usage areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use. Accessible audible and visible alarms and notification appliances shall be installed in accordance with NEPA 72. 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 fcs.ility 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 fon 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 fon 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 APPUCABLE (REFERENCE DETAIL) 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 of directional signage to indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not all are accessible. ANSI/ICC A117.1 703.2.4 - CHARACTER HEIGHT (REFERENCE DETAIL) Height: The uppecase letter "r shall be used to determine the allowable height of all characters of a font and shall be a minimum of " 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 r minimum. ANSI/ICC A117.1 703.2.5 - 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. \ \ \\\\\\\\\\\\��+\\\\\\\\\\\\\\\\\\\\ \ \ R-10ILET SEAT CODER DISPENSER R -PAPER TOWEL DISPENSER/ WASTE RECEPTACLE S -ELECTRIC HAND DRYER R -PAPER TOWEL DISPENSER R -SANITARY NAPKIN DISPENSER R -WASTE RECEPTACLE 703 SIGNAGE continued 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 r PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET. 1. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER "r. 2. LOWER CASE LETTERS ARE PERMITTED. ANSI/ICC A117.1 703.3-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMS A. Raised characters shall comply with section 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: " minimum to 3" plus r 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. 1. The border dimension of the pictogram shall be 6" min. in height. ANSI/ICC A117.1 703.3.12 - 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/ICC A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL) 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. Raised characters shall be 48" minimum above the floor, measured to the baseline of the lowest raised character and 60" maximum above the floor, measured to the baseline of the highest raised 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 1101.2.6 - INTERNATIONAL SYMBOL OF ACCESSIBILITY A. Where the International Symbol of Accessibility is required, it shall be proportioned complying with ANSI/ICC A117.1 Figure 703.6.3.1. All interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background. International Symbol of Accessibility Detail O ¢w g bo Light switch Thermostats, Etc. •1'x ,IV E\ 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 8" MAX Detail Convenience Outlets Data, Tel., Etc. 804 KITCHENS AND KTfCHENEITES ANSI/ICC A117.1 804.5.6 - 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 (610 mm) maximum from the centerline of the dedicated space. 902 DINING SURFACES & WORK SURFACES ANSI/ICC A117.1 902.2 - 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/ICC A117.1 902.4- HEIGHT A. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor. 903 BENCHES ANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACE A. a clear floor space complying with section 305, positioned for parallel approach to the bench seat shall be provided. ANSI/ICC A117.1 903.3- SIZE A. Benches shall have seats 42" minimum in length and 20" minimum and 24" maximum in depth. ANSI/ICC A117.1 903.4 - 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 ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACE A clear floor space complying with Section 305 shall be provided. ANSI/ICC A117.1 905.3 - HEIGHT Accessible storage elements shall comply with at least one of the reach ane sRecifi`� in Section 308.• ANSI/ICC A117.1 905.4 - OPERABLE PARTS Operable parts of storage facilities shall comply w,' e tionj� AUTOWiTIC TELLER WtCHINES CBRE CB RICHARD ELLIS C arch i tects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CBRE SSIP CASCADE A O co V, w w 0 0 0 00 CONSULTANT REGtSTERfP ARCHITECT RECEIVED CITY OF TUKWILA DEC 0 6 2016 PERMIT CENTER Submittals/Revisions: PERMIT CORRECTIONS 12/02/16 REVIEWED FOR CODS CO . P .It'.P�Ct aPPRova DEC 1.62016 City of Tukwila BUILDING DIVISION CLEAR FLOOR SPACE A. Floor space shall comply with ANSI/ICC A117.1 305 to allow a forward, parallel approach or both. HEIGHT A. Operable parts shall be placed within one or more of the reach4rpt qqs specified in ANSI/ICC A117.1 section 308, summarized earlier in this ittgee Sheet Title: ACCESSIBILITY GUIDELINES Date: Design: 10/12/16 Drawn: Project No: Approved: Building No: SH 16-132 KCR Sheet No: T1.2 COPYRIGHT CRAFT ARCHITECTS 2016 0 TRAVEL DISTANCE: 120'-4" 7°'1 DISTANCE:70'-5" EGRESS/SECOND FLOOR PLAN SCALE 1 " = 1 O' -O" 0 40'-O" 35'-0" 35'-0" 38'-6" , 35'-0" 50'-0" ARCHITECTURAL SITE/EGTSS/WAREHOUSE PLAN b in N b in • GENERAL NOTES: 1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 - 308 (48" MAX). CABINET SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINET(S) 75 -FOOT MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (1) 2A EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. EGRESS CODE SUMMARY IBC 2015 A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1017.2) MAX. TRAVEL DISTANCE S-1 OCCUPANCY: 400' (TABLE 1017.2.2) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1006.2.1) OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.2) OFFICE - B (EXISTING) 5,295 SQ FT / 100 = 53 WAREHOUSE - S (EXISTING) 22,283 SQ FT / 500 = 45 TOTAL IBC 2015 au- ch I tects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax = 98 www.craftarchitects.com EXIT REQUIREMENTS; IBC 2015 EXITS ARE EXISTING; SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR SQUARE FOOTAGE AMENDMENTS AND DOES NOT INCREASE EXIT REQUIREMENTS. LEGEND: EXIT EXISTING PARTITION TO REMAIN NEW PARTITION INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION OF EXISTING. ADD NEW WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED TACTILE EXIT SIGN, ADJACENT TO DOOR PER 703/T1.2. ADD NEW WHERE NOT EXISTING. DIRECTION OF TRAVEL PATH OF EGRESS ..4r./. -/A;47,... - START POINT COMMON PATH OF TRAVEL TERMINATION POINT KEY NOTES:O 1. EXISTING ENTRANCE/EXIT 2. ENSURE ALL WAREHOUSE LIGHTING HAS BEEN UPGRADED TO ENERGY EFFICIENT T-8 OR LED LIGHT FIXTURES TO PROVIDE AN AVERAGE OF 20 FOOT-CANDLES MEASURED AT 36" ABOVE THE FINISHED FLOOR IN AN UNRACKED ENVIRONMENT. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2016 City of Tukwila BUILDING DIVISION REC CITY OF T DEC 06 PERMIT CENTER CBRE SSIP CASCADE A T 0 1.111 v, cos w w 0 0 0) co co CONSULTANT 7052 REGISTERMID ARCH IT ECT Submittals/Revisions: PERMIT CORRECTIONS 12/02/16 Sheet Title: ARCHITECTURAL SITE/ EGR_SS WAREHOUSE PLAN Project No: Approve uilding No: SH 16-132 KCR Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2016 40'-0" 35'-0" I t 4 F--1 � r0 DN 40'-0" II L 4 - I 11 35'-0" rn N DEMOLITION PLAN -SECOND FLOOR 3/16" = 1'-0" 1 r r L r0J 2 u Z --- � NE Illi Illi IIIA Illi Ldp UP R O 0 UP b in N DEMOLITION PLAN -FIRST FLOOR 3/16" = 1'-0" GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, UON. PROJECT SPECIFIC DEMOLITION INTENT IS DEFINED AS: 1.1. EXTERIOR WINDOWS TO REMAIN. 1.2. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN. 1.3. DOOR HARDWARE TO REMAIN. 1.4. LIGHT FIXTURES TO REMAIN. 1.5. SUSPENDED CEILING GRID AND PANELS TO REMAIN. 1.6. GWB CEILING TO REMAIN. 1.7. FLOOR FINISHES AND WALL BASE TO BE REPLACED. 1.8. TOILET ACCESSORIES TO BE REPLACED. 1.9. TOILET ROOM WAINSCOT TO REMAIN. 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. 3. WHERE FLOOR FINISHES (CARPET, VCT, CERAMIC TILE, ETC.) AND/OR FLOOR BASE ARE SCHEDULED TO BE REMOVED, PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES, TYPICAL THROUGHOUT. 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. 4. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS AND DOOR FRAMES, ARE SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES UON TYPICAL THROUGHOUT ENTIRE SPACE. 5. IN AREAS WHERE CEILING SYSTEM IS SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH WALLS AS REQUIRED. TYPICAL THROUGHOUT ENTIRE SPACE. 6. WHERE WALL MOUNTED ARTWORK IS SCHEDULED TO BE REMOVED. REPAIR WALL AS REQUIRED. TEMPORARILY STORE ONSITE FOR REINSTALLATION AT PROJECT COMPLETION. 7. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 8. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS. 9. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 10. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 11. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 12. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 13. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 14. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION. COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON THE FOLLOWING DRAWINGS. 15. 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. 16. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER CABLING MUST BE REMOVED. 17. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. 18. RELOCATE THERMOSTATS IN DEMOLISHED PARTITIONS AS REQUIRED. LEGEND: EXISTING PARTITION TO REMAIN PARTITION / ELEMENT TO BE DEMOLISHED KEY NOTES: O 1. DEMOLISH EXISTING PLUMBING FIXTURES. REMOVE ALL DEBRIS, CAP PLUMBING AND DRAIN FLUSH TO FLOOR SURFACE. REMOVE EXISTING SHOWERS. CAP PLUMBING AND DRAIN FLUSH TO WALL/FLOOR SURFACE EXISTING HOT WATER HEATER TO CONTINUE SUPPLYING NEW LARGER TOILET ROOM. 2. REMOVE EXISTING CASEWORK. CBR CB' RICHARD E.LLIS C ar ch I tects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CBRE SSIP CASCADE A O co r 0) O w w U co 0) V 1 03 0) CONSULTANT 7052 RE TERf ARCHITE �mittals/Revisions: PERMIT CORRECTIONS 12/02/16 REVIEWED FOR CODE COMPLIANCE 6 PROVED DEC 16 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2016 PERMIT CENTER Sheet Title: DEMOLITION PLAN Date: Design: 10/12/16 Drawn: Project No: Approved: Building No: SH 16-132 KCR heet No• A1.1 COPYRIGHT CRAFT ARCHITECTS 2016 40'-0" 35'-0" OFFICE 203 OFFICE 202 OFFICE 204 OFFICE 205 HALLWAY 207 DN STAIR -01 109 40'-0" OPEN OFFICE 201 If OFFICE 206 FILING 208 STAIR -02 110 35'-0" ENTRY 100 102 MEETING ROOM 102 OPEN OFFICE 101 UP STO Alf \MEN'SITOW�'I ,1.031 1 [ SECOND FLOOR PLAN BREAK ROOM 108 3/16" = 1'-0" L STORAGE 107 O OFFICE 106 I u WOMEN'S TOILET 104 TEL STAIR -02 110 UNISEX TOILET 105 WAREHOUSE 111 FIRST FLOOR PLAN 3/16" = 1'-0" CO N GENERAL NOTES: 1. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS. TYPICAL THROUGHOUT. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, TYPICAL UON. 3. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 4. ALL NEW PARTITIONS TO BE WALL TYPE Q1 UON, SEE SHEET A8.1 FOR WALL TYPES. 5. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 6. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 7. 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. 8. 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. 9. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 10. 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) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 11. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. LEGEND: EXISTING PARTITION TO REMAIN NEW PARTITION per de -fro' ( *1 KEY NOTES: O 1. APPLY FRESH COAT OF PAINT TO OFFICE SPACE IN BUILDING STANDARD COLOR. INSTALL NEW BUILDING STANDARD FLOOR COVERING INCLUDING CARPET AND VCT THROUGHOUT THE OFFICE AREA, BOTH FLOORS, ALL ROOMS. CB RICHARD ELLIS C arch! t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com 1. • CBRE SSIP CASCADE A O 03 CO I- !� W V cnw 0 cn U 1 CONSULTANT 7052 REGISTERPO ARCH ITEC7 ittals/Revisions: REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2016 City d Tukwila BUILDING DIVISION Sheet Title: FLOOR PLAN Date: RECEIVED Design: CITY OF TUKWILA DEC 0 6 2016 PERMIT CENTER 10/12/16 Drawn: Project No: Approved: Building No: SH 16-132 KCR Sheet No: A2.1 COPYRIGHT CRAFT ARCHITECTS 2016 40'-0" 35'-0" OFFICE 203 OFFICE 202 HALLWAY 207 OFFICE 204 OFFICE 205 OPEN OFFICE 201 DN STAIR -01 109 40'-0" OFFICE 206 FILING 208 ENTRY 100 MEETING ROOM 102 OPEN OFFICE 101 STAIR -02 110 35'-0" in N SECOND FLOOR REFLECTED CEILING PLAN 3/16" = 1'-O" BREAK ROOM 108 STORAGE 107 OFFICE 106 II II UP TAIR-01 STO 109 E MEN'S TOILET ..:103.. n WOMEN'S TOILET 104 TEL UP STAIR -02 110 UNISEX TOILET 105 in N WAREHOU$E 111 FIRST FLOOR REFLECTED CEILING PLAN 3/16" = 1'-0" DESIGN BUILD NOTES: PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN -BUILD. NEW LIGHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1006.1 - ILLUMINATION REQUIREMENT 1 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1006.2 - ILLUMINATION LEVEL 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. C. IBC 1006.3 - ILLUMINATION EMERGENCY POWER 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT DISCHARGE, INCLUDING INTERIOR EXIT STAIRWAYS & RAMPS. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR -TO -CEILING PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING SERVING THAT AREA. THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THEIR STATUS. C405.2.1.2 LIGHT REDUCTION CONTROLS. LIGHT REDUCTION CONTROLS NEED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE. 2. CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC LOBBIES, ELECTRICAL OR MECHANICAL ROOMS. 3. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. C405.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY SENSORS. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR -TO- CEILING HEIGHT PARTITIONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. C405.2.2.3 DAYLIGHT ZONE CONTROL. DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION C405.2.2.3.2. EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED 2,500 SQUARE FEET (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS (I.E.,NORTH, EAST, SOUTH, WEST). THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET (4572 MM) FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. CONTROL SHALL: 1. CONTROL ONLY LUMINAIRES WITHIN THE DAYLIT AREA. 2. INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK CONTROLS DEVICE SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT -SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER OF GENERAL LIGHTING IN THE DAYLIT ZONE CONTINUOUSLY TO LESS THAN 20 PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. 2. STEPPED DIMMING USING MULTI-LEVEL SWITCHING AND DAYLIGHT -SENSING CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY. THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP IS NO GREATER THAN 35 PERCENT OF DESIGN POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE SYSTEM OFF. C408.3.1 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, CONTROLS, DAMPERS, DUCTING, COMMISSIONING; TO FULLY COMPLY WITH THE PROVISIONS OF WSEC SECTION C403. B. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51-52) C. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 IN THE 2012 INTERNATIONAL MECHANICAL CODE THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3 IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. GENERAL NOTES: 1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. 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 WORK OR RELATED WORK. 3. REWORK EXISTING FIRE, LIFE, SAFETY SYSTEM AS REQUIRED PER NEW WALL LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING RECOMMENDED SUB -CONTRACTOR. 4. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 5. LOCATE ALL LIGHT FIXTURES, SPEAKERS, LIFE -SAFETY DEVICES, ETC., IN STRAIGHT LINES AND IN CENTER OF CEILING TILES, UON. 6. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. 7. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE AREAS. DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS, UNLESS APPROVED BY ARCHITECT. 8. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 9. 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. 10. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 11. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SWITCH PLATE. 12. 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. 13. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS 14. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME TEMPERATURE, UON. CEILING NOTES: 1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON. 2. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEILING ELEMENT IN 24" PORTION OF 48" CEILING TILE, TYPICAL UON. 3. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING HEIGHTS OF WALL SURFACE MOUNTED LIGHT FIXTURES. 4. PROVIDE SEISMIC BRACING PER DETAILS 5/A8.1 AT ALL SUSPENDED CEILING SYSTEMS. SUSPENDED CEILING AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF CISCA AND ASCE 7-10 SECTION 13.5.6. AS DESCRIBED ON SHEET A8.1 LEGEND: ELEMENT TO BE DEMOLISHED 1X4 SURFACE MOUNTED FLUORESCENT FIXTURE W/ WRAP AROUND ACRYLIC LENS KEY NOTES: O 1. EXISTING CEILING LAYOUT NOT KNOWN (TO REMAIN) C RE CB' RICHARD E .L.I.S C a t c h i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafts rch itects. co m CBRE SSIP CASCADE A CONSULTANT • REPAIR EXISTING SUSPENDED CEILING WHERE PARTITIONS HAVE BEEN REMOVED. • RELOCATE EXISTING LIGHTING FIXTURES AS NEEDED TO PROVIDED AN EVEN LIGHT FIXTURE LAYOUT. a 7052 REGISTERED ARCHITECT M REVIEWED FOR CODE COMPLIANCE APPROVED DEC 162016 City of Tukwila 11 BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2016 PERMIT CENTER Submittals/Revisions: PERMIT CORRECTIONS 12/02/16 Sheet Title: REFLECTED CEILING PLAN Date: Design: 10/12/16 Drawn: Project No: Approved: Building No: SH 16-132 KCR Sheet No: A2.2 COPYRIGHT CRAFT ARCHITECTS 2016 MAX ALLOWABLE STRESSES: VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. PARTITION AS SCHEDULED 1/4" DIA SHEET METAL SCREWS TO METAL BLOCKING/BACKING 1 1/2" DIA GRAB BAR (1 1/4" MIN TO 2" MAX OUTSIDE DIA) PROTRUDING ELEMENT 16 GA METAL STUD BLOCKING W/ (1) A35 CLIP TOP AND BOTTOM OR 3/4" PLYWOOD BACKING PLAM OR CERAMIC TILE OVER WATER-RESISTANT GWB OR PREFABRICATED SHOWER MODULE GRAB BAR DETAIL 3" = 1,-0" BRUSHED ALUMINUM TRIM CAP ---\ E 1 1 TILE, PER FINISH SCHEDULE 6" COVE BASE WHEN AVAILABLE AT TILE FLOOR SECTION eb TILE 10 PLAN SECTION THRU TOILET ACCESSORY BRUSHED ALUMINUM TRIM CAP WAINSCOT W/ METAL TRIM AT SHEET EDGES PER FINISH PLANS STRATEGIZE LOCATION OF LAMINATE SEAMS TO MINIMIZE VISIBILITY. LAYOUT SEAMS SYMMETRICALLY WHENEVER POSSIBLE. COVE FLOORING RETURN UP WALL AT RESILIENT SHEET FLOOR SECTION 01 WAINSCOT B MEN'S RESTROOM ELEVATIONS 5'-0" CLEAR C 2'-8" CLEAR 2'-8" CLEAR 3 09 D 1/4" = 1'-0" SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS 0 ENLARGED MEN'S TOILET 1/4" = 1'-0" GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, UON. 2. NEW RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603 AS SUMMARIZED ON SHEET T1.2. KEY NOTES: O RESTROOM ACCESSORY MANUFACTURER: BOBRICK, CLASSIC SERIES, UON. STAINLESS STEEL WITH SATIN FINISH 1. NEW WATER CLOSET. REFER TO 604/T1.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. NOT USED. 3. NEW WALL HUNG SINK. REFER TO 606/T1.2. 4. NEW SURFACE MOUNTED MIRROR. 24X36. REFER TO 603/T1.2. 5. NEW SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/T1.2. 6. NEW SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. REFER TO 606/T1.2. 7. NEW SURFACE MOUNTED TOILET SEAT COVER DISPENSER. REFER TO 606/T1.2. 8. NEW TOILET PARTITION, OVERHEAD BRACED. REFER TO 604/T1.2. 9. NEW RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO 606/T1.2. 10. REPLACE SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 14/A5.1. PROVIDE BLOCKING AS REQUIRED. 11. NEW FLOOR DRAIN WITH TRAP PRIMER. 12" SQUARE SECTION OF FLOOR TO SLOPE TOWARD FLOOR DRAIN. 12. NEW WALL HUNG URINAL. REFER TO 605/T1.2. 13. MANEUVERING CLEARANCES / CLEAR FLOOR SPACE REQUIRED AT FIXTURE. REFER TO 305, 404, 604/T1.2., TYP. 14. NEW WAINSCOT, TYPICAL ALL (4) WALLS. PER 13/A5.1. 15. NEW INSULATE. REFER TO 606.6/T1.2 16. NEW SIGNAGE WITH BRAILLE, REFER TO 703/T1.2 SINGLE OCCUPANCY: TRIMCO, 529, BLUE, MENS: TRIMCO, 527, BLUE, WOMENS: TRIMCO, 528, BLUE C BRE CB RICHARD EL..L I S C a t ch i t€ ct S 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarc.hitects.com REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2016 CBRE SSIP CASCADE A 0 1.111 &- I- 0) W Za U 444 0 CONSULTANT 7052 7, REGISTERED ARCHITECT Submittals/Revisions: PERMIT CORRECTIONS 12/02/16 Sheet Title: INTERIOR ELEVATIONS & DETAILS Date: Design: 10/12/16 Drawn: PERMIT CENTER Project No: Approved: Building No: SH 16-132 KCR Sheet No: A5.1 COPYRIGHT CRAFT ARCHITECTS 2016 DOOR AND TRIM Q DOOR AND TRIM it DOOR AND TRIM DOOR FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE CONCRETE SLAB DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE SILL/FLOOR TRANSITION WALL TYPE AS SCHEDULED STEEL RUNNER DRYWALL SCREW, (1) NEXT TO EACH RETAINER CLIP STEEL CASING WITH HEAT TREATED CASING RETAINER CLIP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED INT. DOOR HEAD -TIMELY WALL TYPE AS SCHEDULED 20 GA STEEL STUD STEEL CASING WITH HEAT TREATED CASING RETAINER CLIP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED INT. DOOR JAMB -TIMELY (� DOOR AND TRIM it DOOR AND TRIM CARPET OVER PAD. IF CARPET TILE (1/4") OR WALK -OFF MAT (5/8") - FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION - REFER ALSO TO GENERAL NOTES DOOR 3/8"x1-1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB TILE CONCRETE SLAB OR RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP TILE DOOR/RECITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE F (FLUSH) PER DOOR SCHEDULE PER DOOR SCHEDULE FG (FULL GLASS) G (HALF GLASS DOOR) FRAME TYPES: PER SCHEDULE f PER SCHEDULE PER DOOR SCHEDULE RELITE N (NARROW LITE DOOR) PER DOOR SCHEDULE PER DOOR SCHEDULE TG STOREFRONT DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404, AS SUMMARIZED ON 11.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 4. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, UON. 5. EXTERIOR DOORS (STOREFRONT/ENTRANCE) TO BE 2"X4 1/2" GLAZED, THERMALLY BROKEN, ALUMINUM STOREFRONT. KAWNEER CENTER GLAZING OR APPROVED EQUAL. FINISH TBD OR TO MATCH EXISTING ADJACENT. 6. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, UNIFORM WHITE BIRCH, ROTARY CUT, NATURAL, CLEAR #00 FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH, BLACK. ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED FACTORY FINISH (WESTERN INTEGRATED, SERIES 300, 1" SQUARE TRIM OR EQUIVALENT). 7. IG INDICATES INSULATED GLAZING, TYP. 8. TG INDICATES TEMPERED GLAZING, TYP. 9. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U -FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 11. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U -FACTOR. 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER 2012 WSEC C402.4.6. 13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 14. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. DOOR HARDWARE NOTES: TYPE A: TYPE B: TYPE C: TYPE D: TYPE E: TYPE F: TYPE G: TYPE H: TYPE I: TYPE J: TYPE K: TYPE L: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP OFFICE TYPE LOCKSET OFFICE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP PUSH/PULL, CLOSER PASSAGE SET PASSAGE SET, CLOSER STOREROOM LOCKSET PRIVACY SET PRIVACY WITH 'IN USE' INDICATOR MANUAL PUSH BUTTON LOCK, CLOSER KEYCARD READER, CLOSER, (PANIC HARDWARE??) STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON INACTIVE LEAF, MANUAL FLUSH BOLTS AT TOP AND BOTTOM TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND ADJUST EXISTING HINGES AND CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404), NEW WEATHERSTRIPPING DOOR/RELITE SCHEDULE ROOM NO. OPENINGS FRAMES DETAILS REMARKS NO. NAAmE TYPE W x H MTL THK MATL GL INSUL RFATI G HDW FIN TYPE MATL FIN HD JAMB SILL 102 MEETING ROOM F 3'-0" X 7'-0" CPT -1 1 3/4" WD - - - E CLEAR 1 METAL FF 3/A6.1 & 4/A6.1 2/A6.1 & 7/A6.1 6/A6.1 & 4/A6.1 MEN'S TOILET 103 TOILET ROOM F 3'-0" X 7'-0" PT-1/PL-1 1 3/4" WD - - - D CLEAR 1 METAL FF 3/A6.1 & 4/A6.1 2/A6.1 & 7/A6.1 6/A6.1 & 4/A6.1 R-1 DOOR/RECITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE F (FLUSH) PER DOOR SCHEDULE PER DOOR SCHEDULE FG (FULL GLASS) G (HALF GLASS DOOR) FRAME TYPES: PER SCHEDULE f PER SCHEDULE PER DOOR SCHEDULE RELITE N (NARROW LITE DOOR) PER DOOR SCHEDULE PER DOOR SCHEDULE TG STOREFRONT DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404, AS SUMMARIZED ON 11.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 4. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, UON. 5. EXTERIOR DOORS (STOREFRONT/ENTRANCE) TO BE 2"X4 1/2" GLAZED, THERMALLY BROKEN, ALUMINUM STOREFRONT. KAWNEER CENTER GLAZING OR APPROVED EQUAL. FINISH TBD OR TO MATCH EXISTING ADJACENT. 6. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, UNIFORM WHITE BIRCH, ROTARY CUT, NATURAL, CLEAR #00 FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH, BLACK. ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED FACTORY FINISH (WESTERN INTEGRATED, SERIES 300, 1" SQUARE TRIM OR EQUIVALENT). 7. IG INDICATES INSULATED GLAZING, TYP. 8. TG INDICATES TEMPERED GLAZING, TYP. 9. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U -FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 11. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U -FACTOR. 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER 2012 WSEC C402.4.6. 13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 14. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. DOOR HARDWARE NOTES: TYPE A: TYPE B: TYPE C: TYPE D: TYPE E: TYPE F: TYPE G: TYPE H: TYPE I: TYPE J: TYPE K: TYPE L: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP OFFICE TYPE LOCKSET OFFICE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP PUSH/PULL, CLOSER PASSAGE SET PASSAGE SET, CLOSER STOREROOM LOCKSET PRIVACY SET PRIVACY WITH 'IN USE' INDICATOR MANUAL PUSH BUTTON LOCK, CLOSER KEYCARD READER, CLOSER, (PANIC HARDWARE??) STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON INACTIVE LEAF, MANUAL FLUSH BOLTS AT TOP AND BOTTOM TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND ADJUST EXISTING HINGES AND CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404), NEW WEATHERSTRIPPING FINISH SPECIFICATIONS: FLOOR FINISHES: FLOOR FINISH TO BE CPT -1, UON CPT R VCT CARPET, BROADLOOM SHAW CONTRACTOR GROUP TERRA BL, 5A037 37150 BURL RESILIENT SHEET FLOORING ARMSTRONG 88705 DEVON BEIGE WALL FINISHES: WALL FINISH TO BE PT -1, UON PAINT (GENERAL) SHERWIN WILLIAMS, SW 7004 SNOWBOUND PT VCT ARMSTRONG, STANDARD EXCELON 51830 COTTAGE TAN OR 51839 FORTRESS WHITE WALL BASE: WALL BASE TO BE B-1, UON B 4" BASE ROPPE, RUBBER 100 BLACK MILLWORK FINISHES: PL PL 2 PLASTIC LAMINATE (BASE &/OR UPPER) WILSONART D331-60 SAND PLASTIC LAMINATE (COUNTERTOP) WILSONART 4588-07 KALAHARI TOPAZ ROOM FINISH GENERAL NOTES: 12 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT -1, UON. 3. RUBBER BASE, B-1 THROUGHOUT, UON. 4. CARPET, CPT -1 THROUGHOUT, UON. 5. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX WITH FLAT FINISH, UON. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UON. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 8. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 10. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE. 11. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. UKWIfa BUILDING DIVISION CBRE CB RICHARD EL .1S C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q o co W D� Q 00) Ca We'<LUU o coU Q wo Er (0 al 5 0'- CONSULTANT 7052 REGtSTERPD ARCHITECT Submittals/Revisions: PERMIT CORRECTIONS 12/02/16 WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. 13. PLASTIC LAMINATE, PL -1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UON. PLASTIC LAMINATE PL -2 AT ALL COUNTERTOPS AND 'Sheet Title: BACKSPLASHES, UON. 14. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET. WHERE FLOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. 15. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 16. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. 17. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. 18. ALTERNATE PRICE TO PROVIDE NEW WINDOW BLINDS (1", METAL MINI BLIND, STANDARD COLOR) AT ALL EXTERIOR WINDOWS AND INTERIOR RELITES. RECEIVED CITY OF TUKWILA Date: DOOR AND FINISH SCHEDULES Design: 10/12/16 Drawn: Project No: Approved: Building No: SH 16-132 KCR Sheet No: A6.1 COPYRIGHT CRAFT ARCHITECTS 2016 ROOM FINISH SCHEDULE ROOM NO. NAME FLOOR BASE WALLS CEILING REMARKS MTL FIN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL FIN MTL FIN MTL FIN 102 MEETING ROOM EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 103 MEN'S TOILET EXIST R-1 R-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB EXIST • 104 WOMEN'S TOILET EXIST R-1 R-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB EXIST 105 UNISEX TOILET EXIST R-1 R-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB EXIST 106 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB EXIST 107 STORAGE EXIST VCT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB EXIST 108 BREAK ROOM EXIST VCT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 109 STAIR -01 EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 110 STAIR -02 EXIST VCT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 201 OPEN OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 202 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 203 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST RBVIBWi D OR CODS' COz PLIANCE. 1 204 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST APPROVED 205 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST DEC 6 2016 206 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 1 207 HALLWAY EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST ,., FINISH SPECIFICATIONS: FLOOR FINISHES: FLOOR FINISH TO BE CPT -1, UON CPT R VCT CARPET, BROADLOOM SHAW CONTRACTOR GROUP TERRA BL, 5A037 37150 BURL RESILIENT SHEET FLOORING ARMSTRONG 88705 DEVON BEIGE WALL FINISHES: WALL FINISH TO BE PT -1, UON PAINT (GENERAL) SHERWIN WILLIAMS, SW 7004 SNOWBOUND PT VCT ARMSTRONG, STANDARD EXCELON 51830 COTTAGE TAN OR 51839 FORTRESS WHITE WALL BASE: WALL BASE TO BE B-1, UON B 4" BASE ROPPE, RUBBER 100 BLACK MILLWORK FINISHES: PL PL 2 PLASTIC LAMINATE (BASE &/OR UPPER) WILSONART D331-60 SAND PLASTIC LAMINATE (COUNTERTOP) WILSONART 4588-07 KALAHARI TOPAZ ROOM FINISH GENERAL NOTES: 12 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT -1, UON. 3. RUBBER BASE, B-1 THROUGHOUT, UON. 4. CARPET, CPT -1 THROUGHOUT, UON. 5. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX WITH FLAT FINISH, UON. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UON. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 8. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 10. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE. 11. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. UKWIfa BUILDING DIVISION CBRE CB RICHARD EL .1S C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q o co W D� Q 00) Ca We'<LUU o coU Q wo Er (0 al 5 0'- CONSULTANT 7052 REGtSTERPD ARCHITECT Submittals/Revisions: PERMIT CORRECTIONS 12/02/16 WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. 13. PLASTIC LAMINATE, PL -1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UON. PLASTIC LAMINATE PL -2 AT ALL COUNTERTOPS AND 'Sheet Title: BACKSPLASHES, UON. 14. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET. WHERE FLOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. 15. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 16. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. 17. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. 18. ALTERNATE PRICE TO PROVIDE NEW WINDOW BLINDS (1", METAL MINI BLIND, STANDARD COLOR) AT ALL EXTERIOR WINDOWS AND INTERIOR RELITES. RECEIVED CITY OF TUKWILA Date: DOOR AND FINISH SCHEDULES Design: 10/12/16 Drawn: Project No: Approved: Building No: SH 16-132 KCR Sheet No: A6.1 COPYRIGHT CRAFT ARCHITECTS 2016 STRUCTURE/FALSE ROOF DECK ABOVE HILTI X-ZF2OTHP W/ RI" MAX EMBEDMENT 2-#10 SELF -TAPPING SCREWS BRACE: 8" METAL STUD OR 3/4" DIA RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. ALTERNATE (180') DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE GWB OVER 3-5/8" x 1-5/8", 25 GA MTL STUD FRAMING ® 24" OC t�w\��.ItA1 I IIFU 'Num uIIVWPiIUIIIIIIIJuIfIIIIIIIIV OFFICE 40.0.4 SPACE BRACE AT 8'-0" OC MAX. ALTERNATE DIRECTION (180') EVERY BRACE OR PER LOCAL JURISDICTION SOUND BATT INSULATION IN WALL AND SPANNING PARTITION ABOVE CEILING WHERE INDICATED SCREW TO TRACK WITH (2) #10 SELF -TAPPING SCREWS NOTCH CEILING TILE AS REQ'D PROVIDE AT ALL PARTITIONS "L" METAL TRIM AT TOP OF WALL, TYP SUSPENDED ACOUSTICAL CEILING (ATTACHED TO STRUCTURE ABOVE) METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32" DIA LOW-VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS OFFICE INTERIOR PARTITION 1A: PROVIDE SOUND BATTS IN WALL ONLY 18: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2'-0" EACH SIDE OF WALL 1C: GWB CEILING WHEN INSTALLED IN THE BUILDIING THERMAL ENVELOPE, LIGHT FIXTURE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. 0 0 GASKET OR CAULK, TYPICAL ALL (4) SIDES SUSPENDED ACOUSTICAL CEILING OFLUOR. LIGHT SECTION f 1 1/2" = V-0" r AE IIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIII #12 GA VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS 1/8" POP RIVET ® ALL MEMBERS ONE WALL WALL ANGLE 4 - #12 GA SEISMIC SPLAY BRACE WIRES 2 - #12 14 GA SCREWS ® STUDS TO T -BAR MAIN RUNNER ACP MAIN RUNNER 8" MAX. 111111111111111111111111111111111111111111111111 OR CROSS TEE PARTITION AS SCHEDULED PROVIDE 3/4" SPACE OPPOSING WALL MTL STUD COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH ® PURLIN ABOVE W/ 2#8 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. 45° TYPICAL SCHEDULE STUD SIZE & GA 1-5/8" x 20 GA SS 2-1/2" x 20 GA SS 3-1/2" x 20 GA SS 1-5/8" x 20 GA WC NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW ® 18" OC CROSS TEE MAX. HT OF COMPRESSION STRUT SINGLE STUD DOUBLE STUD 7'-8" 11'-8" 7'-7" 16'-6" 7'-4" 22'-9" 10'-0" 11'-6" SUSPENDED ACP DETAIL 3" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 162016 City of Tukwila BUILDING DIVISION CEILING NOTES: RECEIVED CITY OF TUKWILA DEC 0 6 2016 PERMIT CENTER PER: 2012 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 808). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10 SECTION 13.5.6 (REFERENCED IN IBC 1613.1). GENERAL RECOMMENDATIONS A. REFERENCED SOURCES PER HIERARCHY: 2012 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 580/E 580M), AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). B. PARTITIONS THAT ARE 11ED 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 C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASTM E580 SEC11ON 5.1.1 D. 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 1.4 E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. SOURCE: ASTM E580 SEC11ON 3.2 F. ALL IMRE 11ES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER. SOURCE: ASTM C636 SECTION 2.3.4 G. CHANGES IN CEIUNG PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6 LATERAL FORCE BRACING H. 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 I. CEILING AREAS OF 1000 FT2 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS. SOURCE: ASTM E580 SECTION 1.6 J. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: ASTM E580 SEC11ON 5.2.8.2 K. 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 SECTION 5.2.8.2 L 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. SOURCE: CISCA ZONES 3-4 M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2 N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 5.2.8.4 0. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: ASTM E580 SECTION 5.2.8.2 P. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. WALL MOLDINGS Q. WALL 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. SOURCE: ASTM E580 SECTION 5.2.2, SECTION 5.2.3 SPREADER BARS R. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE 11ED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL SOURCE: SECTION 5.2.4 S. 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. HANGER (SUSPENSION) WIRES T. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: ASTM C636 SEC11ON 2.1.4 U. 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 V. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: CISCA ZONES 3-4 W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. SOURCE: ASTM E580 SEC11ON 5.2.6 X. 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 Y. 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 E580 SEC11ON 5.3.4 Z. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE UGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.5 AA. 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 AB. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEIUNG SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE: ASTM E580 SECTION 5.3.7 AC. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES AD. TERMINALS OR 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. SOURCE: ASTM E580 SECTION 5.4.1 AE. 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 CEIUNG SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.4.2 AF. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM E580 SECTION 5.4.3 SEISMIC SEPARATION JOINTS AG. FOR CEIUNG AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARA T T OR HEI • WALL PARTITION THAT BREAKS THE CE / SH CBRE CB 'RICHARD E LLS C a r c h I t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafts rch itects. co m CONSULTANT 7052 REGtSTERpl ARCHITECI Submittals/Revisions: PERMIT CORRECTIONS 12/02/16 BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEIUNGS BRA CLEARANCE. SOURCE: ASCE 7-10 SECTION 13.5.6.2.2 B SPRINKLERS AH. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS CEIUNG 11LE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HO FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASTM LES AND PENE Sheet Title: WALL TYPES Sc CEILING DETAILS Date: Design: 10/12/16 Drawn: Project No: Approved: Building No: SH 16-132 KCR T CRAFT ARCHITECTS 2016 ABBREVIATIONS V AB AC A/C ACP ACT ADH ADJ AF AFF AHJ ANGLE CENTER UNE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL CEILING PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ACCESS FLOOR AT/ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION AL ALUMINUM ALT ALTERNATE AP ACCESS PANEL APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BETW BETWEEN BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CABINET CB CATCH BASIN CBU CEMENTITIOUS BACKER UNIT CEM CEMENT CER CERAMIC CFM CUBIC FEET PER MINUTE CFT CONDUCTIVE FLOOR TILE CG CORNER GUARD CHBD CHALK BOARD CI CAST IRON CJT CONTROL JOINT CLF CHAIN LINK FENCE CLG CEILING CJ CONSTRUCTION JOINT CU< CAULKING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CORR CPT CT CTR CY DBL DEPT DF DIA DIAG DIM DISP DN DR DTL DWR DS DW DWG EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EQ EQUIP EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FF FIN FL FLG 04/26/17 - 9:51am CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DRINKING FOUNTAIN(W/O COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FLUOR FM FOC FOF FOIC F010 FOS FS FT FTC FTIC FILO FURR FUT FUTURE - RIO GA GALV GB GC GL GLB GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH BDC EC FGC HNM NCL NSUL NT PC JAN JT KIT KO KS LAM LAV LB LG LF LH UNO LKR LT MACH MATL MAX MECH MEZZ MFR MH MIN MIR MISC MLD MRGWB MTD MTL MULL NICN NO/# NOM NTS OA FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATION/ AIR CONDITIONING HOT WATER HEATER NTERNATIONAL BUILDING CODE NSIDE DIAMETER/ DIMENSION NTERNATIONAL ELECTRIC CODE COUNCIL NTERNATIONAL FIRE CODE NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR NTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND UNOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GWB MOUNTED METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL 0 OFF OH OPH OPNG OPP PERP PFN PL PLAM PLYWD PNL PRT T 1 1 I IAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PS PSF PSI PT PTD PTD/R PTN PTR PVMT QT RA RAD R&S RB RCP RD RD/0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RW RWL S SC SCD SCHD SD SECT SF SHTG SIM SNK SLR SND SNR SPEC SQ SST SSK ST STA STC STD STL STOR STRL SUSP SV SYM TB T&B TG THK TIG TO TOC TOP TOS TOSL TOW TPD TPH TPTN TS TV TYP UL UNF UON UR VAR VCT VERT VEST VIN VWC W W/ W/o WC WD WF WG WHSE WP WR WSCT WT XFMR YD PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QUARRY TILE RISER RETURN AIR RADIUS ROD & SHELF RESIUENT BASE REFLECTED CEILING PLAN ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESIDENT ROOM ROUGH OPENING RESILIENT TILE RUBBER RAIN WATER RAIN WATER LEADER SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SQUARE FEET SHEATHING SIMILAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STONE/STONE TILE STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TEMPERED GLASS THICK TEMPERED INSULATED GLAZING TOP OF TOP OF CONCRETE TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTITION TUBULAR STEEL TELEVISION TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WAREHOUSE WATER PROOF WATER RESISTANT WAINSCOT WEIGHT TRANSFORMER YARD SYMBOLS 1078 u u 4-* 0492) COLUMN LINE/GRID LINE DOOR/RECITE NUMBER CORRESPONDS TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH UNE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL OR ENLARGED PLAN DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES WINDOW SYMBOL INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLE L ROOM IDENTIFICATION TITLESS TITLEROOM NAME ROOM ROOM NO. 73 71 PN8THT N 1Wi FINISHED CEILING HEIGHT PROPERTY LINE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9'-0" DENOTES CHANGE IN ELEVATION 7'-0" FINISH SYMBOL 1. THE GENERAL 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 OF THESE CONDmONS, AND FOR COMPLIANCE WITH 0.S.H.A. SAFETY STANDARDS. 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 DISCREPANCES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NO1FIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA S-IALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/AFCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE 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. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT" SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 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 AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR RENEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES CURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVDERS, PUBLIC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL UABILITY 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. PLUMBING FIXTURE REO'S NOTE: PLUMBING FIXTURES ARE EXISTING; SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS AND DOES NOT INCREASE FIXTURE REQUIREMENTS. PROJECT DIRECTORY ARCHITECT/CONTACT: OWNER: TENANT: CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 CPF KENT VALLEY LLC c/o CB RICHARD ELLIS INC 20415 - 72ND AVENUE SOUTH, SUITE 210 KENT, WASHINGTON 98032 MOTION INDUSTRIES VICINITY MAP NTS TAX PARCEL # 788890-0030 LEGAL DESCRIPTION CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: SOUTHCENTER SOUTH INDUSTRIAL PARK PORTION OF LOT 2 LY SLY OF FOLLOWING DESCRIBED LINE BEGIN NW CORNER OF LOT 2 TH S 11-23-50 W 172.43 FT TH S 78-36-10 E 285 FT TO ELY LINE OF LOT 2 AND TERMINUS OF SAID HEREIN DESCRIBED UNE TGW PORTION OF LOTS 3 & 9 LY ELY OF A UNE DESCRIBED AS FOLLOWS - BEGIN AT A POINT ON N UNE OF LOT 3 AT A POINT 240.02 FT E OF NW CORNER OF LOT 9 TH SLY ALONG CURVE TO LEFT THE CENTER BEARING N 66-29-49 E RADIUS OF 459.28 FT ARC DISTANCE OF 245.48 FT THRU C/A OF 30-37-26 TH S 11-23-50 W 75.36 FT TO S UNE OF LOT 9 AND TERMINUS OF SAID LINE - PARCEL B OF CITY OF TUKWILA LOT CONSOUDATION NO 98-0004 RECORDING NO 9807069010 LESS PORTION WITHIN THE FOLLOWING - BEGIN SE CORNER OF LOT 3 OF SOUTHCENTER SOUTH INDUSTRIAL PARK THN 11-23-50 E 1 115.24 FT ALONG E LINE OF SAID LOT 3 TO AN ANGLE POINT ON SAID LINE TH N 17-06-28 E 120.61 FT TO POINT OF BEGINNING TH N 17-06-28 E 80.40 FT TO AN ANGLE POINT TH N 11-23-50 E 580.56 FT ALONG E LINE OF LOTS 1, 2 AND 3 TO POINT OF CURVATURE TH NWLY ALONG ARC OF CURVE TO LEFT RADIUS OF 50 FT THRU C/A OF 32-51-36 ARC LENGTH OF 28.68 FT TH S 11-23-50 W 687.59 FT TO POINT OF BEGINNING CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IMC ZONING DISTRICT: EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: AREA SEPARATION; NON -SEPARATED, PER SECTION 508.3 FLOOR AREAS: OFFICE (EXISTING) (B) WAREHOUSE (EXISTING) (S-1) TOTAL FLOOR AREA: C/L1 B (OFFICE)/S-1 (WAREHOUSE) III -B FULLY SPRINKLERED 5,295 SQ FT 22,283 SQ FT 27,578 SQ FT JESSICA BRADLEY (206) 720-7001 JESSICA@CRAFTARCHITECTS.COM PROJECT MANAGEMENT (253) 872-9881 (253) 872 9884 APPROVED BY: Initials Date FILE CO Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not au'lholizo the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: \-6 3...6‘1\ Date: . 61 [ 1 1 City of Tukwila BUILDING DIVISION SITE/BUILDING PLAN NTS PROJECT DESCRIPTION TENANT ALTERATION CONSISTING OF: NON-STRUCTURAL RENOVATION OF EXISTING OFFICE SPACE; EXPAND EXISTING TOILET ROOM, MISCELLANEOUS DEMOLITION, NEW PAINT & FLOOR FINISHES. REVISION: REVISED TOILET ROOM FLOOR PLAN DUE TO EXISTING CONDITIONS/LIMITATIONS. INDEX OF DRAWINGS T1.1 GENERAL INFORMATION & SITE PLAN T1.2 ACCESSIBILITY GUIDELINES A0.1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A1.1 DEMOLITION PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A5.1 INTERIOR ELEVATIONS & DETAILS A6.1 DOOR & FINISH SCHEDULES A8.1 WALL TYPES & CEILING DETAILS CBRE CB RICHARD ELLIS C arch i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com cn Q Q CONSULTANT REVISIONS No changes c[^°1 h- '^!,3th^C:otle NOTE: T-T<.li:J^ ; :�bmitt cCiEjJ ��til {Gl'.. `o a and may include additional pian r<;‘:f;<•vi t?es. PARKING REQUIREMENTS NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE INCREASES. SEPARATE PERMIT SUBMITTALS ELECTRICAL MECHANICAL, PLUMBING, FIRE ALARM, SPRINKLER. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIRE ATTACHED WSEC SPREADSHEET ENERGY REQUIREMENTS NO BUILDING ENVELOPE MODIFICATIONS ARE PROPOSED. VISION NO2... 7052 - ��I N M CRAFT STATE i AS INGTO REGISTERED ARCHITECT Submittals/Revisions: A 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS RECEIVED CITY OF TUKWILA„y,;;, ":..,.. APR 2 7 2017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED ,v_c.. MAY 0 4 2017 City of Tukwila UILDING DIVISION Sheet Title: GENERAL INFORMATION & SITE PLAN Date: Design: 04/26/17 Drawn: Project No: Approved: Building No: VL 17-023.06 KCR Sheet No: T1.1 COPYRIGHT CRAFT ARCHITECTS 2017 04/26/17 - 9:51 am 302/303 FLOOR SURFACES & CHANGES IN LEVEL, ANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL) A. Changes in level up to 1/4" 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. ANSI/ICC A. Detail A117.1 302.2 - CARPET 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/ICC A117.1 302.3 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2" wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 305 CLEAR FLOOR SPIE ANSI/ICC A117.1 305.2 - SIZE AND APPROACH 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. 307 PROIRU OfsIEC1S (REFERENCE DETAILS) ANSI/ICC A117.1 307 - GENERAL 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. 308 & 309 REACH RANGES AND OPERAEtE PART$ ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL) 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/ICC A117.1 309 - OPERABLE PARTS Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5.OIbs maximum. FULL LENGTH MIRROR MOP/BROOM STAINLESS SOLID HOLDER STEEL PLASTIC SHELF BENCH 403 ACCESgEtE ROUTE - WALKING SWAGES HAT/COAT HOOK 404 DOORS cont#ntel ANSI/ICC A117.1 404.2.6 - 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. ANSI/ICC A117.1 404.2.7.1 - 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/ICC A. ANSI/ICC A. 1. a. b. c. A117.1 404.2.7.2 - SPRING HINGES 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. A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE The maximum force for pushing or pulling open doors shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. Other doors Exterior hinged, sliding or folding door. 10.0 Ib. max. Interior hinged doors: 5.0 Ib. max. 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. Exception: Interior or exterior automatic doors complying with Section 404.3 of ICC A117.1. 406 CURB RiMPS ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) 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 If x Is less than 48" Then The Slope Of The Fla Sides Shall Not Exceed 1:1 k Adjoining Slope Shall 7Not Exceed 1:20 Flared side 1:10 Max. slope Standard Curb Ramp Adjoining Slope Shall Not Exceed 1:20 502/503 PARKING AND PASSENGER LOADING ENES continued PRE-MANUF. SIGN 4' DUI. STEEL POST W/ CAP FiNISH GRADE 505 HANDRAILS Bottom rail to provide edge protection Handrail to extend with slope at bottom extension Ramp (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. 36" Min. IBC 1104 - LOCATION A. At least one accessible route within the site shall be provided from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks to the accessible building entrance served. ANSI/ICC A117.1 403.5 - CLEAR WIDTH A. The minimum clear width shall be 32" at a point for a max. length of 24" and 36" continuously, per Table below. IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clear width shall be 44". ANSI/ICC A117.1 403.5.2 - 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/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 ANSI/ICC A117.1 404.2.1 - 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/ICC A117.1 404.2.2 - 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/ICC A117.1 404.2.3 - 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" 0 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/ICC A117.1 404.2.4 - 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 Curb Ramp Parallel to Curb 1:12 Max. slope Detail Location of Typicpl Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If tope is 1:20 or less po contrasting color or texture is required ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48' clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI/ICC A117.1 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected by the crossings. 410 PLATF0 i LIFTS ANSI/ICC A117.1 410.1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A117.1 410.2 - UFT 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/ICC A117.1 410.2.1 - 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. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Exception; Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. ANSI/ICC A117.1 410.2.2 - RAMPS A. End ramps shall be 32 inches minimum in width. Side romps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces off platform lifts shall comply with Section 302 ANSI/ICC A117.1 410.4 - 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/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARKING AND PASSENGER LOADING ZONES ANSI/ICC A117.1 502 - 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/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) 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. ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A117.1 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up 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. (1) TREAD DEPTH Detail Handrail to extend horizontally at top extension Handrail at Stair 1 1/2" 802 DI1INK FOUNTAINS ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A117.1 602.2 - 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/ICC A117.1 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. off. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI/ICC A117.1 602.5 - 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/ICC A117.1 602.6 - 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. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHAW. HAVE ADDITIONAL SIGN 'VAN ACCESSIBLE' MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE Handrail to extend horizontally at top and bottom extension If vertical rise is greater than 6" then bottom rail to provide edge protection 1 1/4" to 2" Hand r e'Fi Section 1'-0' Handrail at Ramo • r L 5"MAX 5"MIN ilia V P*i Forward Approach 603 TOLET ROOLtS ANSI/ICC A117.1 603.2.2 - DOORS A. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the tuming space may overlap, however, the only tuming space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFLHENCE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 604 WATER CI.OSEiS & EILEr ENTS ANSI/ICC A117.1 604.3 - CLEARANCES A. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60" minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56" minimum in depth, measured perpendicular from the rear wall. (Reference Detail) B. No door swings are allowed in clear floor area. 56" MIN. (WALL MOUNTED W.C.) 59" MIN. (FLOOR MOUNTED W.C.) ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to retum to a lifted position. ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) 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" in length minimum, 12" max from rear wall, extending 54" min. from rear wall 2. Side wall vertical: 18° in length minimum, bottom of bar located 39" min/41" max. above the floor, centerline 39" min/41" max from rear wall 3. Back wall: 36" in length minimum, extend from centerline of water closet 12" min. on side closest to the wall, 24" min. on transfer side. ANSI/ICC A117.1 604.6 - FLUSH CONTROLS A. Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Hand operated flush controls shall comply with Section 309. IBC with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLS A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44'. 604 MATER CLOSEiS & TOILET COMPARTMENTS continued ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) A Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser is located above the grab bar, the outlet of the dispenser shall be located 24' min -36" max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24" min -42" max from the rear wall. The outlet of the dispenser shall be 18"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS A Wheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. 36" MAX 36" MAX Protruding Dispenser Bebw Grab Bar 6185 - URINALS Protruding Dispenser Recessed Dispenser Above Grab Bar ANSI/ICC A117.1 605 - URINALS A Accessible urinals shall comply with Section 605. ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A Urinals shall 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 131' from the wall. ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space 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 between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS 48" MIN. Retell 606 uyATORIES ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI/ICC A117.1 606 - DEPTH A Each sink shall be a maximum of 6-1/2" deep. 17" MIN rclear I floor L_ space 19" MAX 48" MIN z b g -�- to I iV CV b CV M b M Co \\\\�,�\\� WALL MOUNTED LAVATORY MOUNTED IN LAVATORY COUNTER ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. 8. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC A117.1 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ib. C. Lever -operated, push -type, and electronically controlled mechanisms are examples acceptable designs. D. If self-closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI/ICC A117.1 603.6 - OPERABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table below. Maximum MINIMUM SEGMENT LENGTH SEGMENT WIDTH less than or equal to: 24" 32" greater than: 24" 38 IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clear width shall be 44". ANSI/ICC A117.1 403.5.2 - 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/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 ANSI/ICC A117.1 404.2.1 - 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/ICC A117.1 404.2.2 - 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/ICC A117.1 404.2.3 - 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" 0 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/ICC A117.1 404.2.4 - 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 Curb Ramp Parallel to Curb 1:12 Max. slope Detail Location of Typicpl Parking Access Aisle Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If tope is 1:20 or less po contrasting color or texture is required ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48' clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI/ICC A117.1 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected by the crossings. 410 PLATF0 i LIFTS ANSI/ICC A117.1 410.1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A117.1 410.2 - UFT 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/ICC A117.1 410.2.1 - 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. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Exception; Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. ANSI/ICC A117.1 410.2.2 - RAMPS A. End ramps shall be 32 inches minimum in width. Side romps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces off platform lifts shall comply with Section 302 ANSI/ICC A117.1 410.4 - 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/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARKING AND PASSENGER LOADING ZONES ANSI/ICC A117.1 502 - 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/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) 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. ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A117.1 503 - PASSENGER LOADING ZONE A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up 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. (1) TREAD DEPTH Detail Handrail to extend horizontally at top extension Handrail at Stair 1 1/2" 802 DI1INK FOUNTAINS ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A117.1 602.2 - 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/ICC A117.1 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. off. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI/ICC A117.1 602.5 - 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/ICC A117.1 602.6 - 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. NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHAW. HAVE ADDITIONAL SIGN 'VAN ACCESSIBLE' MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE Handrail to extend horizontally at top and bottom extension If vertical rise is greater than 6" then bottom rail to provide edge protection 1 1/4" to 2" Hand r e'Fi Section 1'-0' Handrail at Ramo • r L 5"MAX 5"MIN ilia V P*i Forward Approach 603 TOLET ROOLtS ANSI/ICC A117.1 603.2.2 - DOORS A. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the tuming space may overlap, however, the only tuming space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFLHENCE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 604 WATER CI.OSEiS & EILEr ENTS ANSI/ICC A117.1 604.3 - CLEARANCES A. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60" minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56" minimum in depth, measured perpendicular from the rear wall. (Reference Detail) B. No door swings are allowed in clear floor area. 56" MIN. (WALL MOUNTED W.C.) 59" MIN. (FLOOR MOUNTED W.C.) ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to retum to a lifted position. ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) 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" in length minimum, 12" max from rear wall, extending 54" min. from rear wall 2. Side wall vertical: 18° in length minimum, bottom of bar located 39" min/41" max. above the floor, centerline 39" min/41" max from rear wall 3. Back wall: 36" in length minimum, extend from centerline of water closet 12" min. on side closest to the wall, 24" min. on transfer side. ANSI/ICC A117.1 604.6 - FLUSH CONTROLS A. Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Hand operated flush controls shall comply with Section 309. IBC with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLS A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44'. 604 MATER CLOSEiS & TOILET COMPARTMENTS continued ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) A Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser is located above the grab bar, the outlet of the dispenser shall be located 24' min -36" max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24" min -42" max from the rear wall. The outlet of the dispenser shall be 18"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS A Wheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. 36" MAX 36" MAX Protruding Dispenser Bebw Grab Bar 6185 - URINALS Protruding Dispenser Recessed Dispenser Above Grab Bar ANSI/ICC A117.1 605 - URINALS A Accessible urinals shall comply with Section 605. ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A Urinals shall 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 131' from the wall. ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space 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 between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS 48" MIN. Retell 606 uyATORIES ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI/ICC A117.1 606 - DEPTH A Each sink shall be a maximum of 6-1/2" deep. 17" MIN rclear I floor L_ space 19" MAX 48" MIN z b g -�- to I iV CV b CV M b M Co \\\\�,�\\� WALL MOUNTED LAVATORY MOUNTED IN LAVATORY COUNTER ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. 8. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC A117.1 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ib. C. Lever -operated, push -type, and electronically controlled mechanisms are examples acceptable designs. D. If self-closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI/ICC A117.1 603.6 - OPERABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table below. Maximum 0.5' 2" 5' 6' 9" 11' Reach Depth Maxim Height Reach 4ff 48' 42" 40" 38" 34" 6 3 W to 609 GRAB BARS ANSI/ICC A117.1 609.3.2 - SIZE AND SPACING A. Diameter or width of gripping surface shall be 1-1/4" to 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/ICC A117.1 609.8 - 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/ICC A117.1 609.5 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. on wide side Side Wall Grob Bar for Water Closet Rear Wall Grab Bar for Water Closet 1'-6" HAND SHOWER/ 24" SLIDE BAR M Side Wall Grab Bar for Shower CONTROL AREA Rear Wall Grab Bar for Shower MAME ANSI/ICC A117.1 702.1 - GENERAL A. When required, visual alarms shall be provided in each of the following areas, as a minimum: rest rooms and any other general usage areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use. Accessible audible and visible alarms and notification appliances shall be installed in accordance with NFPA 72. 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) 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 of directional signage to indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not all are accessible. ANSI/ICC A117.1 703.2.4 - CHARACTER HEIGHT (REFERENCE DETAIL) 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 r 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 minimum. ANSI/ICC A117.1 703.2.5 - 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. \\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\ R -WASTE RECEPTACLE R -TOILET SEAT COVER DISPENSER R -PAPER TOWEL DISPENSER/ WASTE RECEPTACLE S -ELECTRIC HAND DRYER R -PAPER TOWEL DISPENSER R -SANITARY NAPKIN DISPENSER RECEIVED CITY OF TUKWILA APR 27 2017 PERMIT CENTER 703 SIGNAGE continued 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 PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET. 1. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER T. 2. LOWER CASE LETTERS ARE PERMITTED. ANSI/ICC A117.1 703.3-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMS A. Raised characters shall comply with section 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: r minimum to 3" plus r 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. 1. The border dimension of the pictogram shall be 6" min. in height. ANSI/ICC A117.1 703.3.12 - 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/ICC A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL) 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. Raised characters shall be 48" minimum above the floor, measured to the baseline of the lowest raised character and 60" maximum above the floor, measured to the baseline of the highest raised 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 1101.2.6 - INTERNATIONAL SYMBOL OF ACCESSIBILITY A. Where the International Symbol of Accessibility is required, it shall be proportioned complying with ANSI/ICC A117.1 Figure 703.6.3.1. All interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background. International Symbol of Accessibility Detail Light switch Thermostats, Etc. 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 8" MAX Detail Convenience Outlets Data, Tel., Etc. 114 KITCHENS AND KRCHENEiTES ANSI/ICC A117.1 804.5.6 - 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 (610 mm) maximum from the centerline of the dedicated space. 902 DING SURFACES & SURF/CM ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACE A. A clear floor space complying with Section 305, positioned fo shall be provided. Knee and toe clearance complying`wtt11 provided. ANSI/ICC A117.1 902.4- HEIGHT A. The tops of accessible tables and counters shall be maximum, above the finished floor. 903 BENCHES ANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACE CBRE CB RICHARD ELLIS C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q o co LU 443 o 3:, ca CO of Ua a. LEN r,ott co°< W V crm 0' - • • • CONSULTANT A. a clear floor space complying with section 305, positioned for parallel apegmh- td9'"/ the bench seat shall be provided. ANSI/ICC A117.1 903.3- SIZE A. Benches shall have seats 42" minimum in length and 20' minimum and 24" maximum in depth. ANSI/ICC A117.1 903.4 - 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. ALSILINIE ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACE A clear floor space complying with Section 305 shall be provided. ANSI/ICC A117.1 905.3 - HEIGHT Accessible storage elements shall comply with at least one of the reach ranges specified in Section 308. ca Submittals/Revisions: 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS REVIEWED FOR ODE COMPLIANCE ';. APPROVED MAY 042011 City of Tukwila BUILDING DIVISION ANSI/ICC A117.1 905.4 - OPERABLE PARTS Operable parts of storage facilities shall comply with Section 309. AUTOMATIC TELLER W1CHiN CLEAR FLOOR SPACE A. Floor space shall comply with ANSI/ICC A117.1 305 to allow a forward, approach or both. HEIGHT A. Operable parts shall be placed within one or more of the reach ranges ANSI/ICC A117.1 section 308, summarized earlier in this sheet. THIS SHEET IS P CURRENT ACCESSI AMENDMENTS AND EXHAUSTIVE COPY parallel Sheet Title: ACCESSIBILITY GUIDELINES Date: Design: 04/26/17 Drawn: Project No: specified in Approved: Building No: No: VL 17-023.06 KCR T1.2 YRIGHT CRAFT ARCHITECTS 2017 z 0 a W 0 W 5 re N� 04/26/17 - 9 51 am 0 TRAVEL DISTANCE 120'-4" 6.1 EGRESS/SECOND FLOOR PLAN SCALE 1" = 1 O'-0" 40'-0" 35'-0" 35'-O" 38'-6" 35'-0" / 50'-0" AR HITECTURAL SITE/ECR SS/WAREHOUSE PLAN SCALE 1 " = b I0 N • N • in N in N b N • • GENERAL NOTES: 1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 - 308 (48" MAX). CABINET SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINET(S) 75 -FOOT MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (1) 2A EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. EGRESS CODE SUMMARY 2' A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1017.2) MAX. TRAVEL DISTANCE S-1 OCCUPANCY: 400' (TABLE 1017.2.2) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1006.2.1) OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.2) OFFICE - B (EXISTING) WAREHOUSE - S (EXISTING) 5,295 SQ FT / 100 = 53 22,283 SQ FT / 500 = 45 TOTAL IBC 2015 BRE CS RICHARD ELLIS arch i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax = 98 www.craftarchitects.com EXIT REQUIREMENTS: IBC 2015 EXITS ARE EXISTING; SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR SQUARE FOOTAGE AMENDMENTS AND DOES NOT INCREASE EXIT REQUIREMENTS. LEGEND: EXIT EXISTING PARTI11ON TO REMAIN NEW PARTI11ON INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION OF EXISTING. ADD NEW WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED TACTILE EXIT SIGN, ADJACENT TO DOOR PER 703/T1.2. ADD NEW WHERE NOT EXISTING. DIRECTION OF TRAVEL PATH OF EGRESS START POINT COMMON PATH OF TRAVEL TERMINATION POINT KEY NOTES: O 1. EXISTING ENTRANCE/EXIT 2. ENSURE ALL WAREHOUSE LIGHTING HAS BEEN UPGRADED TO ENERGY EFFICIENT T-8 OR LED LIGHT FIXTURES TO PROVIDE AN AVERAGE OF 20 FOOT-CANDLES MEASURED AT 36" ABOVE THE FINISHED FLOOR IN AN UNRACKED ENVIRONMENT. Q o co LIJ ORJth V Cl. Lesi C( �UWvCE pU� • • CONSULTANT REVIEVEb FOR CODECO�yMPLIANCE APPROVED MAY 04 2017 City of Tukwila BUILDING' DIVISION RECEIVED CITY OF TUKWILA APR 27 2017 PERMIT CENTER Submittals/Revisions: 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS Sheet Title: ARCHITECTURAL SITE/ EGRESS/WAREHOUSE PLAN 04/26/17 Date: Design: Drawn: Project No: Approved: Building No: heet No: VL 17-023.06 KCR A0.1 OPYRIGHT CRAFT ARCHITECTS 2017 (DEMO PLAN).dwg 04/26/17 - 9:52am 40'-0" 35'-O" L- 11 JL 4— /\\\ -- E = DN 40'-0" 35'-0" b DEMOLITION PLAN SECOND FLOOR 3/16" = 1'-0" r L u UP UP DEMOLITION PLAN -FIRST FLOOR 3/16" = 1'—O" GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, UON. PROJECT SPECIFIC DEMOLITION INTENT IS DEFINED AS: 1.1. EXTERIOR WINDOWS TO REMAIN. 1.2. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN. 1.3. DOOR HARDWARE TO REMAIN. 1.4. LIGHT FIXTURES TO REMAIN. 1.5. SUSPENDED CEILING GRID AND PANELS TO REMAIN. 1.6. GWB CEILING TO REMAIN. 1.7. FLOOR FINISHES AND WALL BASE TO BE REPLACED. 1.8. TOILET ACCESSORIES TO BE REPLACED. 1.9. TOILET ROOM WAINSCOT TO REMAIN. 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLJTION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. WHERE FLOOR FINISHES (CARPET, VCT, CERAMIC TILE, ETC.) AND/OR FLOOR BASE ARE SCHEDULED TO BE REMOVED, PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES, TYPICAL THROUGHOUT. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESIUENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 4. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS AND DOOR FRAMES, ARE SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES UON TYPICAL THROUGHOUT ENTIRE SPACE. 5. IN AREAS WHERE CEILING SYSTEM IS SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH WALLS AS REQUIRED. TYPICAL THROUGHOUT ENTIRE SPACE. 6. WHERE WALL MOUNTED ARTWORK IS SCHEDULED TO BE REMOVED. REPAIR WALL AS REQUIRED. TEMPORARILY STORE ONSITE FOR REINSTALLATION AT PROJECT COMPLETION. 7. OBTAIN DEMOUTION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 8. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS. 9. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 10. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 11. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 12. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. 13. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 14. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION. COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON THE FOLLOWING DRAWINGS. 15. 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. 16. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER CABUNG MUST BE REMOVED. 17. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. 18. RELOCATE THERMOSTATS IN DEMOLISHED PARTITIONS AS REQUIRED. LEGEND: EXISTING PARTITION TO REMAIN PARTION / ELEMENT TO BE DEMOLISHED KEY NOTES: O 1. DEMOUSH EXISTING PLUMBING FIXTURES. REMOVE ALL DEBRIS, CAP PLUMBING AND DRAIN FLUSH TO FLOOR SURFACE. REMOVE EXISTING SHOWERS. CAP PLUMBING AND DRAIN FLUSH TO WALL/FLOOR SURFACE EXISTING HOT WATER HEATER TO CONTINUE SUPPLYING NEW LARGER TOILET ROOM. 2. REMOVE EXISTING CASEWORK. 3. EXISTING DOOR TO BE RELOCATED. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 4 a011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA CBRE CB RICHARD ELLIS C arch I t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q (< (*) Can co a Ua co moa cr.) < co 8 J W VCr (0 m CONSULTANT 7052 REGISTERED ARCHITECT KATI- 0 YN M. CFPF N',Ac H1 Submittals/Revisions: 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS Sheet Title: DEMOLITION PLAN 04/26/17 Approved: B1iJd�n No: VL 17-023.06 KCR A1.1 IGHT CRAFT ARCHITECTS 2017 40'-0" 35,-0" OFFICE 203 OFFICE 204 OFFICE 202 HALLWAY 207 OFFICE 205 OPEN OFFICE 201 DN STAIR -01 109 n 40'-0" OFFICE 206 n FILING 208 STAIR -02 110 35'-0" SECOND FLOOR PLAN 3/16" = 1'-O" 1 ENTRY 100 102 MEETING ROOM 102 OPEN OFFICE 101 r 2 1 STO UP STAIR -01 109 L BREAK ROOM 108 STORAGE 107 OFFICE 106 w0 EN'S I -1`;R STR003 - "10 MEN'S RESTROOM 104 -ir 1.01 TEL STAIR -02 110 UNISEX TOILET 105 MAREHOUSE 111 FIRST FLOOR PLAN 3/16" = 1'-0" Y GENERAL NOTES: 1. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS. TYPICAL THROUGHOUT. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, TYPICAL UON. 3. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 4. ALL NEW PARTITIONS TO BE WALL TYPE ❑1 UON, SEE SHEET A8.1 FOR WALL TYPES. 5. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 6. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 7. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTFONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 8. 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. 9. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 10. 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) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 11. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. LEGEND: EXISTING PARTITION TO REMAIN NEW PARTMON KEY NOTES O 1. APPLY FRESH COAT OF PAINT TO OFFICE SPACE IN BUILDING STANDARD COLOR. INSTALL NEW BUILDING STANDARD FLOOR COVERING INCLUDING CARPET AND VCT THROUGHOUT THE OFFICE AREA, BOTH FLOORS, ALL ROOMS. 2. CORE THROUGH EXISTING SHEAR WALL AS REQUIRED TO ACCOMMODATE PLUMBING PIPES •�o.r . �. ! BRE CB RICHARD ELLIS. architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q O W 4*‘" � rn V � COCOF- 01.- CONSULTANT CO 8 5 (6) p 7052 REGISTERED ARCHIT CT Submittals/Revisions: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 12/02/16 PERMIT CORRECTIONS - 4/26/17 PERMIT REVISIONS Sheet Title: FLOOR PLAN Date: APR 27 2017 Design: PERMIT CENTER 04/26/17 Drawn: Project No: Approved: Building No: VL 17-023.06 KCR T CRAFT ARCHITECTS 2017 40'-0" 35,-0" OFFICE 203 OFFICE 202 II HALLWAY 207 OFFICE 204 OFFICE 205 OPEN OFFICE 201 b in c1 DN STAIR -01 109 40'-0" OFFICE 206 FILING 208 STAIR -02 110 35'-0" SECOND FLOOR REFLECTED CEILING PLAN 3/16" = 1'-0" STORAGE 107 OFFICE OPEN OFFICE 101 BREAK ROOM 108 WAREHOUSE ENTRY 100 MEETING ROOM 102 ' ' ' ' • . WOMEN'S• .•. . RESTROOM : • • *MEN'S .: r.:.: 1.p.. •: RES i k00M �.:::.- "... 10.4:' ravn UNISEX TOILET UP STAIR -02 110 FIRST FLOOR REFLECTED CEILING PLAN 3/16" = 1'-0" DESIGN BUILD NOTES: PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN -BUILD. NEW LIGHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1006.1 - ILLUMINATION REQUIREMENT 1. THE MEANS OF EGRESS, INCLUDING THE EXITDISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1006.2 - ILLUMINATION LEVEL 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. C. IBC 1006.3 - ILLUMINATION EMERGENCY POWER 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBUC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT DISCHARGE, INCLUDING INTERIOR EXIT STAIRWAYS & RAMPS. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR -TO -CEILING PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING SERVING THAT AREA. THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THEIR STATUS. C405.2.1.2 LIGHT REDUCTION CONTROLS. LIGHT REDUCTION CONTROLS NEED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE. 2. CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC LOBBIES, ELECTRICAL OR MECHANICAL ROOMS. 3. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. C405.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY SENSORS. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR -TO- CEILING HEIGHT PARTmONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. C405.2.2.3 DAYUGHT ZONE CONTROL. DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION C405.2.2.3.2. EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED 2,500 SQUARE FEET (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS (I.E.,NORTH, EAST, SOUTH, WEST). THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY DAYUGHT ZONE. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET (4572 MM) FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYUGHT ZONES ADJACENT TO VERTICAL FENESTRATION. CONTROL SHALL: 1. CONTROL ONLY LUMINAIRES WITHIN THE DAYUT AREA. 2. INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT PARTmONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK CONTROLS DEVICE SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT -SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER OF GENERAL LIGHTING IN THE DAYUT ZONE CONTINUOUSLY TO LESS THAN 20 PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. 2. STEPPED DIMMING USING MULTI-LEVEL SWITCHING AND DAYLIGHT -SENSING CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY. THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP IS NO GREATER THAN 35 PERCENT OF DESIGN POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE SYSTEM OFF. C408.3.1 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDmON IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, CONTROLS, DAMPERS, DUCTING, COMMISSIONING; TO FULLY COMPLY WITH THE PROVISIONS OF WSEC SECTION C403. B. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51-52) C. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 IN THE 2012 INTERNATIONAL MECHANICAL CODE THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3 IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPUCABLE CODES. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. GENERAL NOTES: 1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. 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 WORK OR RELATED WORK. 3. REWORK EXISTING FIRE, LIFE, SAFETY SYSTEM AS REQUIRED PER NEW WALL LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING RECOMMENDED SUB -CONTRACTOR. 4. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 5. LOCATE ALL LIGHT FIXTURES, SPEAKERS, UFE-SAFETY DEVICES, ETC., IN STRAIGHT LINES AND IN CENTER OF CEILING TILES, UON. 6. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. 7. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE AREAS. DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS, UNLESS APPROVED BY ARCHITECT. 8. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 9. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN 8" ABOVE UNE OF HIGHEST FINISHED CEILING. 10. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 11. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SWITCH PLATE. 12. 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. 13. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS 14. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME TEMPERATURE, UON. CEILING NOTES: 1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON. 2. CENTER UGHT FIXTURES/SPRINKLER HEAD/CEIUNG ELEMENT IN 24" PORTION OF 48" CEIUNG TILE, TYPICAL UON. 3. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING HEIGHTS OF WALL SURFACE MOUNTED LIGHT FIXTURES. 4. PROVIDE SEISMIC BRACING PER DETAILS 5/A8.1 AT ALL SUSPENDED CEILING SYSTEMS. SUSPENDED CEILING AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF CISCA AND ASCE 7-10 SECTION 13.5.6. AS DESCRIBED ON SHEET A8.1 LEGEND: ELEMENT TO BE DEMOLISHED 1X4 SURFACE MOUNTED FLUORESCENT FIXTURE W/ WRAP AROUND ACRYLIC LENS GWB GYPSUM BOARD CEILING KEY NOTES: O 1. EXISTING CEILING LAYOUT NOT KNOWN (TO REMAIN) • REPAIR EXISTING SUSPENDED CEILING WHERE PARTITIONS HAVE BEEN REMOVED. • RELOCATE EXISTING LIGHTING FIXTURES AS NEEDED TO PROVIDED AN EVEN UGHT FIXTURE LAYOUT. 2. LIGHT CENTERED IN ROOM, BOTH DIRECTIONS REV IEWED''r`OR CODE COMPLIANCE APPROVED MAY 04 2017 City of Tukwila BUILDING :DIVISION RECEIVED CITY OF TUKWILA APR 2 7 2017 PERMIT CENTER BRE CB RICHARD ELLJS C arch i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CBRE SSIP CASCADE A 0 co U co U z a CONSULTANT 7052 REGISTERD ARCHITECT Neirrallircv -- zt N M . CRAFT 111 STATE a AAS, .MGT Submittals/Revisions: 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS z;+a Sheet Title: REFLECTED CEILING PLAN Date: Design: 04/26/17 Drawn: Project No: Approved: Building No: heet No: VL 17-023.06 KCR A2.2 COPYRIGHT CRAFT ARCHITECTS 2017 1 MAX ALLOWABLE STRESSES: VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. PARTITION AS SCHEDULED 1/4" DIA SHEET METAL SCREWS TO METAL BLOCKING/BACKING 1 1/2" DIA GRAB BAR (1 1/4" MIN TO 2" MAX OUTSIDE DIA) PROTRUDING ELEMENT 16 GA METAL STUD BLOCKING W/ (1) A35 CLIP TOP AND BOTTOM OR 3/4" PLYWOOD BACKING PLAM OR CERAMIC TILE OVER WATER-RESISTANT GWB OR PREFABRICATED SHOWER MODULE GRAB BAR DETAIL BRUSHED ALUMINUM TRIM CAP —\ TILE, PER FINISH SCHEDULE 6" COVE BASE WHEN AVAILABLE AT TILE FLOOR SECTION TILE In PLAN SECTION THRU TOILET ACCESSORY BRUSHED ALUMINUM TRIM CAP WAINSCOT W/ METAL TRIM AT SHEET EDGES PER FINISH PLANS STRATEGIZE LOCATION OF LAMINATE SEAMS TO MINIMIZE VISIBILITY. LAYOUT SEAMS SYMMETRICALLY WHENEVER POSSIBLE. COVE FLOORING RETURN UP WALL AT RESILIENT SHEET FLOOR SECTION cia WAINSCOT 1" = 1'-O" GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, UON. 2. NEW RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603 AS SUMMARIZED ON SHEET T1.2. KEY NOTES: o SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS 14 </\:: /Ki .0 4 r O SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS 14 4 O O � 0 6. V SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS ENLARGED MEN'S TOILET 1/4" = 1'-0" RESTROOM ACCESSORY MANUFACTURER: BOBRICK, CLASSIC SERIES, UON. STAINLESS STEEL WITH SATIN FINISH 1. NEW WATER CLOSET. REFER TO 604/T1.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. NOT USED. 3. NEW WALL HUNG SINK. REFER TO 606/T1.2. 4. NEW SURFACE MOUNTED MIRROR. 24X36. REFER TO 603/11.2. 5. NEW SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/T1.2. 6. NEW SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. REFER TO 606/T1.2. 7. NEW SURFACE MOUNTED TOILET SEAT COVER DISPENSER. REFER TO 606/T1.2. 8. NEW TOILET PARTITION, OVERHEAD BRACED. REFER TO 604/11.2. 9. NEW RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO 606/T1.2. 10. NEW SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 14/A5.1. PROVIDE BLOCKING AS REQUIRED. 11. NEW FLOOR DRAIN WITH TRAP PRIMER. 12" SQUARE SECTION OF FLOOR TO SLOPE TOWARD FLOOR DRAIN. 12. NEW WALL HUNG URINAL. REFER TO 605/T1.2. 13. MANEUVERING CLEARANCES / CLEAR FLOOR SPACE REQUIRED AT FIXTURE. REFER TO 305, 404, 604/T1.2., TYP. 14. NEW WAINSCOT, TYPICAL ALL (4) WALLS. PER 13/A5.1. 15. INSULATE. REFER TO 606.6/T1.2 16. NEW SIGNAGE WITH BRAILLE, REFER TO 703/T1.2 SINGLE OCCUPANCY: TRIMCO, 529, BLUE, MENS: TRIMCO, 527, BLUE, WOMENS: TRIMCO, 528, BLUE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK APR 2 CBRE CB RICHARD ELLIS C arch i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q o co W a� Cn CO of Ua E .04( co < co J a - W v cr pm CONSULTANT 7052 REGISTERED ARCHITECT KA STATE 0 N M. CRAFT SH WON Submittals/Revisions: 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS Sheet Title:—. INTERIOR ELEVATIONS PERMIT CENTER DPSitiO, V v' Drawn: & DETAILS 04/26/17 Project N .Approved: Building No: No: VL 17-023.06 KCR A5.1 RIGHT CRAFT ARCHITECTS 2017 14 e= / / SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS ENLARGED MEN'S TOILET 1/4" = 1'-0" RESTROOM ACCESSORY MANUFACTURER: BOBRICK, CLASSIC SERIES, UON. STAINLESS STEEL WITH SATIN FINISH 1. NEW WATER CLOSET. REFER TO 604/T1.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. NOT USED. 3. NEW WALL HUNG SINK. REFER TO 606/T1.2. 4. NEW SURFACE MOUNTED MIRROR. 24X36. REFER TO 603/11.2. 5. NEW SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/T1.2. 6. NEW SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. REFER TO 606/T1.2. 7. NEW SURFACE MOUNTED TOILET SEAT COVER DISPENSER. REFER TO 606/T1.2. 8. NEW TOILET PARTITION, OVERHEAD BRACED. REFER TO 604/11.2. 9. NEW RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, TYP. REFER TO 606/T1.2. 10. NEW SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 14/A5.1. PROVIDE BLOCKING AS REQUIRED. 11. NEW FLOOR DRAIN WITH TRAP PRIMER. 12" SQUARE SECTION OF FLOOR TO SLOPE TOWARD FLOOR DRAIN. 12. NEW WALL HUNG URINAL. REFER TO 605/T1.2. 13. MANEUVERING CLEARANCES / CLEAR FLOOR SPACE REQUIRED AT FIXTURE. REFER TO 305, 404, 604/T1.2., TYP. 14. NEW WAINSCOT, TYPICAL ALL (4) WALLS. PER 13/A5.1. 15. INSULATE. REFER TO 606.6/T1.2 16. NEW SIGNAGE WITH BRAILLE, REFER TO 703/T1.2 SINGLE OCCUPANCY: TRIMCO, 529, BLUE, MENS: TRIMCO, 527, BLUE, WOMENS: TRIMCO, 528, BLUE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK APR 2 CBRE CB RICHARD ELLIS C arch i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q o co W a� Cn CO of Ua E .04( co < co J a - W v cr pm CONSULTANT 7052 REGISTERED ARCHITECT KA STATE 0 N M. CRAFT SH WON Submittals/Revisions: 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS Sheet Title:—. INTERIOR ELEVATIONS PERMIT CENTER DPSitiO, V v' Drawn: & DETAILS 04/26/17 Project N .Approved: Building No: No: VL 17-023.06 KCR A5.1 RIGHT CRAFT ARCHITECTS 2017 ( DOOR AND TRIM C DOOR AND TRIM Ci. DOOR AND TRIM DOOR FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE CONCRETE SLAB DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE SILL/FLOOR TRANSITION ti INT. DOOR HEAD -TIMELY WALL TYPE AS SCHEDULED STEEL RUNNER DRYWALL SCREW, (1) NEXT TO EACH RETAINER CLIP STEEL CASING WITH HEAT TREATED CASING RETAINER CLIP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN 000R SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED V WALL TYPE AS SCHEDULED ti INT. DOOR JAMB -TIMELY 20 GA STEEL STUD STEEL CASING WITH HEAT TREATED CASING RETAINER CLIP TIMELY STEEL FRAME PREFINISHED, KNOCK DOWN DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED 3" = 1'-0" CARPET OVER PAD. IF CARPET TILE (1/4") OR WALK -OFF MAT (5/8") - FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION - REFER ALSO TO GENERAL NOTES DOOR 3/8"x1-1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB TILE CONCRETE SLAB OR RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP TILE DOOR/RECITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE F (FLUSH) PER DOOR SCHEDULE FG (FULL GLASS) FRAME TYPES: PER SCHEDULE PER SCHEDULE 1 PER DOOR SCHEDULE G (HALF GLASS DOOR) PER DOOR SCHEDULE REUTE N (NARROW LITE DOOR) PER DOOR SCHEDULE r PER DOOR SCHEDULE TG STOREFRONT DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404, AS SUMMARIZED ON T1.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 4. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, UON. 5. EXTERIOR DOORS (STOREFRONT/ENTRANCE) TO BE 2"X4 1/2" GLAZED, THERMALLY BROKEN, ALUMINUM STOREFRONT. KAWNEER CENTER GLAZING OR APPROVED EQUAL. FINISH TBD OR TO MATCH EXISTING ADJACENT. 6. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, UNIFORM WHITE BIRCH, ROTARY CUT, NATURAL, CLEAR 1100 FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH, BLACK. ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED FACTORY FINISH (WESTERN INTEGRATED, SERIES 300, 1" SQUARE TRIM OR EQUIVALENT). 7. IG INDICATES INSULATED GLAZING, TYP. 8. TG INDICATES TEMPERED GLAZING, TYP. 9. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U -FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 11. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U -FACTOR. 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER 2012 WSEC C402.4.6. 13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 14. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. DOOR HARDWARE NOTES: TYPE A: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE B: OFFICE TYPE LOCKSET TYPE C: OFFICE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE D: PUSH/PULL, CLOSER TYPE E: PASSAGE SET TYPE F: PASSAGE SET, CLOSER TYPE G: STOREROOM LOCKSET TYPE H: PRIVACY SET TYPE I: PRIVACY WITH 'IN USE' INDICATOR TYPE J: MANUAL PUSH BUTTON LOCK, CLOSER TYPE K: KEYCARD READER, CLOSER, (PANIC HARDWARE??) TYPE L: STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON INACTIVE LEAF, MANUAL FLUSH BOLTS AT TOP AND BOTTOM TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND ADJUST EXISTING HINGES AND CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404), NEW WEATHERSTRIPPING DOOR/RELITE SCHEDULE ROOM NO. NAME FLOOR OPENINGS FRAMES CEILING DETAILS MTL REMARKS NO. NAME TYPE W x H WEST THK MATL GL INSUL RgTIIEVG HDW FIN TYPE MATL FIN HD MEETING ROOM . JAMB SILL B-1 102 MEETING ROOM F 3' -on X 7'-0" GWB 1 3 4" WD - - - E CLEAR 1 METAL FF 3 A .1 GWB 2 A .1 7 6. 61 GWB 103 WOMEN'S RR EXISTING EXISTING EXIST EXISTING EXISTING - - - I EXISTING EXISTING EXISTING EXISTING EXISTING GWB EXISTING EXISTING PT-1/PL-1 EXISTING DOOR TO BE RELOCATED 104 MEN'S RR EXISTING EXISTING UNISEX TOILET EXISTING EXISTING - - - D EXISTING EXISTING EXISTING EXISTING EXISTING GWB EXISTING EXISTING 106 EXISTING DOOR TO BE RELOCATED DOOR/RECITE TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE F (FLUSH) PER DOOR SCHEDULE FG (FULL GLASS) FRAME TYPES: PER SCHEDULE PER SCHEDULE 1 PER DOOR SCHEDULE G (HALF GLASS DOOR) PER DOOR SCHEDULE REUTE N (NARROW LITE DOOR) PER DOOR SCHEDULE r PER DOOR SCHEDULE TG STOREFRONT DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404, AS SUMMARIZED ON T1.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 4. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, UON. 5. EXTERIOR DOORS (STOREFRONT/ENTRANCE) TO BE 2"X4 1/2" GLAZED, THERMALLY BROKEN, ALUMINUM STOREFRONT. KAWNEER CENTER GLAZING OR APPROVED EQUAL. FINISH TBD OR TO MATCH EXISTING ADJACENT. 6. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, UNIFORM WHITE BIRCH, ROTARY CUT, NATURAL, CLEAR 1100 FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR EQUIVALENT) STYLE, FACTORY FINISH, BLACK. ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED FACTORY FINISH (WESTERN INTEGRATED, SERIES 300, 1" SQUARE TRIM OR EQUIVALENT). 7. IG INDICATES INSULATED GLAZING, TYP. 8. TG INDICATES TEMPERED GLAZING, TYP. 9. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U -FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 11. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U -FACTOR. 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER 2012 WSEC C402.4.6. 13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 14. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. DOOR HARDWARE NOTES: TYPE A: EXTERIOR ENTRANCE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE B: OFFICE TYPE LOCKSET TYPE C: OFFICE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP TYPE D: PUSH/PULL, CLOSER TYPE E: PASSAGE SET TYPE F: PASSAGE SET, CLOSER TYPE G: STOREROOM LOCKSET TYPE H: PRIVACY SET TYPE I: PRIVACY WITH 'IN USE' INDICATOR TYPE J: MANUAL PUSH BUTTON LOCK, CLOSER TYPE K: KEYCARD READER, CLOSER, (PANIC HARDWARE??) TYPE L: STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON INACTIVE LEAF, MANUAL FLUSH BOLTS AT TOP AND BOTTOM TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND ADJUST EXISTING HINGES AND CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404), NEW WEATHERSTRIPPING FINISH SPECIFICATIONS: FLOOR FINISHES: FLOOR FINISH TO BE CPT -1, LION -err' CARPET, BROADLOOM SHAW CONTRACTOR GROUP TERRA BL, 5A037 37150 BURL 1 R 1 VCT 1 RESIUENT SHEET FLOORING ARMSTRONG 88705 DEVON BEIGE WALL FINISHES: WALL FINISH TO BE PT -1, UON PAINT (GENERAL) SHERWIN WILLIAMS, SW 7004 SNOWBOUND VCT ARMSTRONG, STANDARD EXCELON 51830 COTTAGE TAN OR 51839 FORTRESS WHITE WALL BASE: WALL BASE TO BE 8-1, UON B 1 4" BASE ROPPE, RUBBER 100 BLACK MILLWORK FINISHES: PL 1 PL 2 PLASTIC LAMINATE (BASE &/OR UPPER) WILSONART D331-60 SAND PLASTIC LAMINATE (COUNTERTOP) WILSONART 4588-07 KALAHARI TOPAZ ROOM FINISH GENERAL NOTES" 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. 2. ALL WAI 1 S (EXISTING AND NEW) TO BE PT -1, UON. 3. RUBBER BASE, 8-1 THROUGHOUT, UON. 4. CARPET, CPT -1 THROUGHOUT, UON. 5. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX WITH FLAT FINISH, UON. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UON. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 8. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 10. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE. 11. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO . BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. 13. PLASTIC LAMINATE, PL -1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UON. PLASTIC LAMINATE PL -2 AT ALL COUNTERTOPS AND BACKSPLASHES, UON. 14. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET. WHERE FLOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH BETWEEN FINAL FINISHED SURFACES. 15. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO S PAINTED TO MATCH ADJACENT SURFACES. 16. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. 17. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. 18. ALTERNATE PRICE TO PROVIDE NEW WINDOW BUNDS (1", METAL MINI BLIND, STANDARD COLOR) AT ALL EXTERIOR WINDOWS AND INTERIOR RECITES. CBRE CB RICHARD ELLIS C arch' t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q o co W o a (5) ✓ cs) Q ai U a E,occco< >v. Q W VCE p m U 4 - • • CONSULTANT CRAP ST7TE Submittals/Revisions: 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS Sheet Title: DOOR AND FINISH SCHEDULES • esign: 6ev n: Project No: Aproved':' • Building No: No: 04/26/17 VL 17-023.06 KCR A6.1� YRIGHT CRAFT ARCHITECTS 2017 ROOM FINISH SCHEDULE ROOM NO. NAME FLOOR BASE WALLS CEILING REMARKS MTL FIN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL FIN MTL FIN MTL FIN 102 MEETING ROOM . EXIST CPT -I B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 103 WOMEN'S RESTROOM EXIST R-1 R-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB EXIST 114 105 MEN'S R ST'OIM EXIST R-1 R-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB EXIST UNISEX TOILET EXIST R-1 R-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB PT-1/PL-1 GWB EXIST tax REV9EWEcoup' CPL LAN IANCE 106 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB EXIST '' ' APPROVED 107 STORAGE EXIST VCT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 GWB EXIST t �Y 0 2011 108 BREAK ROOM EXIST VCT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST t. 109 STAIR -01 EXIST CPT -1 8-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST t. , ., 110 STAIR -02 EXIST VCT -1 8-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST • `I. e SUI DING DIVISION 201 OPEN OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 202 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 203 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST RECEIVED 204 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST CITY OF TUKWILA 205 OFFICE EXIST CPT -1 8-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 1 206 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST 207 HALLWAY EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP EXIST PERMIT CENTER FINISH SPECIFICATIONS: FLOOR FINISHES: FLOOR FINISH TO BE CPT -1, LION -err' CARPET, BROADLOOM SHAW CONTRACTOR GROUP TERRA BL, 5A037 37150 BURL 1 R 1 VCT 1 RESIUENT SHEET FLOORING ARMSTRONG 88705 DEVON BEIGE WALL FINISHES: WALL FINISH TO BE PT -1, UON PAINT (GENERAL) SHERWIN WILLIAMS, SW 7004 SNOWBOUND VCT ARMSTRONG, STANDARD EXCELON 51830 COTTAGE TAN OR 51839 FORTRESS WHITE WALL BASE: WALL BASE TO BE 8-1, UON B 1 4" BASE ROPPE, RUBBER 100 BLACK MILLWORK FINISHES: PL 1 PL 2 PLASTIC LAMINATE (BASE &/OR UPPER) WILSONART D331-60 SAND PLASTIC LAMINATE (COUNTERTOP) WILSONART 4588-07 KALAHARI TOPAZ ROOM FINISH GENERAL NOTES" 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. 2. ALL WAI 1 S (EXISTING AND NEW) TO BE PT -1, UON. 3. RUBBER BASE, 8-1 THROUGHOUT, UON. 4. CARPET, CPT -1 THROUGHOUT, UON. 5. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX WITH FLAT FINISH, UON. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT -1, LATEX ENAMEL WITH SEMI -GLOSS FINISH, UON. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 8. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 10. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE. 11. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO . BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. 13. PLASTIC LAMINATE, PL -1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS, UON. PLASTIC LAMINATE PL -2 AT ALL COUNTERTOPS AND BACKSPLASHES, UON. 14. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UNLESS NOTED OTHERWISE. SEE ALSO TRANSITION DETAILS THIS SHEET. WHERE FLOOR FINISH THICKNESS REQUIRES, FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH BETWEEN FINAL FINISHED SURFACES. 15. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO S PAINTED TO MATCH ADJACENT SURFACES. 16. FIRETAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI. 17. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. 18. ALTERNATE PRICE TO PROVIDE NEW WINDOW BUNDS (1", METAL MINI BLIND, STANDARD COLOR) AT ALL EXTERIOR WINDOWS AND INTERIOR RECITES. CBRE CB RICHARD ELLIS C arch' t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Q o co W o a (5) ✓ cs) Q ai U a E,occco< >v. Q W VCE p m U 4 - • • CONSULTANT CRAP ST7TE Submittals/Revisions: 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS Sheet Title: DOOR AND FINISH SCHEDULES • esign: 6ev n: Project No: Aproved':' • Building No: No: 04/26/17 VL 17-023.06 KCR A6.1� YRIGHT CRAFT ARCHITECTS 2017 STRUCTURE/FALSE ROOF DECK ABOVE HILTI X—ZF2OTHP W/ 3" MAX EMBEDMENT 2—#10 SELF—TAPPING SCREWS BRACE: 8" METAL STUD OR 3/4" DIA RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. ALTERNATE (180') DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTfON W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE ttletto,'S Ch1 t IlrmU/IIrIIIImIIIIIII Ln Vil "IWnnILIII�rnrfnl�u OFFICE GWB OVER 3-5/8" x 1-5/8", 25 GA MTL STUD FRAMING @ 24" OC 1110404 411110.11 14411 OFFIC 1..41111111 00444 °lag SPACE BRACE AT 8'-0" OC MAX. ALTERNATE DIRECTION (1801 EVERY BRACE OR PER LOCAL JURISDICTION SOUND BATT INSULATION IN WALL AND SPANNING PARTITION ABOVE CEILING WHERE INDICATED SCREW TO TRACK WITH (2) #10 SELF—TAPPING SCREWS NOTCH CEILING TILE AS REQ'D PROVIDE AT ALL PARTITIONS "L" METAL TRIM AT TOP OF WALL, TYP E SUSPENDED ACOUSTICAL CEIUNG (ATTACHED TO STRUCTURE ABOVE) METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32" DIA LOW—VELOCITY POWER—DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS INTERIOR PARTITION 1A: PROVIDE SOUND BATTS IN WALL ONLY 1B: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2'-0" EACH SIDE OF WALL 1C: GWB CEILING WHEN INSTALLED IN THE BUILDIING THERMAL ENVELOPE, LIGHT FIXTURE SHALL BE IC RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. GASKET OR CAULK, TYPICAL ALL (4) SIDES SUSPENDED ACOUSTICAL CEIUNG FLUOR. LIGHT SECTION 1 1/2" = 1'-0" #12 GA VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIImUIIIIIIIIIIIIIIII 1/8" POP RIVET @ ALL MEMBERS ONE WALL WALL ANGLE 4 — #12 GA SEISMIC SPLAY BRACE WIRES ACP MAIN RUNNER 2 — #12 14 GA SCREWS STUDS TO T—BAR 8" IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PROVIDE 3/4" SPACE OPPOSING WALL OR CROSS TEE PARTITION AS pprgki- SCHEDULED MTh STUD COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH ® PURLIN ABOVE W/ 2#8 SHT MTh SCREWS. DO NOT ATTACH TO STIFFENERS. 45" TYPICAL MAIN RUNNER 45° TYPICAL CROSS TEE SCHEDULE MAX. HT OF COMPRESSION STRUT STUD SIZE & GA SINGLE STUD DOUBLE STUD 1-5/8" x 20 GA SS 7'-8" 11'-8" 2-1/2" x 20 GA SS 7'-7" 16'-6" 3-1/2" x 20 GA SS 7'-4" 22'-9" 1-5/8" x 20 GA WC 10'-0" 11'-6" NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW CO 18" OC nQ SUSPENDED ACP DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 7 2011 PERMIT CENTER CEILING NOTES: PER: 2012 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 808). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10 SECTION 13.5.6 (REFERENCED IN IBC 1613.1). GENERAL RECOMMENDATIONS A. REFERENCED SOURCES PER HIERARCHY: 2012 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 580/E 580M), AND CEIUNGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). B. 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 CEIUNG SPLAY BRACING SYSTEM. SOURCE: ASCE 7-10 SECTION 13.5.8.1 C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASTM E580 SECTION 5.1.1 D. COUNGS 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 1.4 E. 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 F. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER. SOURCE ASTM C636 SECTION 2.3.4 G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6 LATERAL FORCE BRACING H. CEIUNGS 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 I. CEILING AREAS OF 1000 FT2 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS. SOURCE: ASTM E580 SECTION 1.6 J. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: ASTM E580 SECTION 5.28.2 K. 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 SECTION 5.2.8.2 L 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. SOURCE CISCA ZONES 3-4 M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2 N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 5.2.8.4 0. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: ASTM E580 SECTION 5.2.8.2 P. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. WALL MOLDINGS Q. WALL 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 ' INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASTM E580 SECTION 5.22, SECTION 5.2.3 SPREADER BARS R. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE 11ED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THOR SPREADING. STABILIZER BARS, CROSS TEES OR 01HER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL SOURCE: ASTM E580 SECTION 5.24 S. 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 HANGER (SUSPENSION) WIRES T. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: SECTION 21.4 U. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. SOURCE: ASTM C636 SE .1 V. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: CISCA ZONES 3-4 W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. SOURCE ASTM E580 SECTION 5.2.6 X. 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 Y. UGHT 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 E580 SECTION 5.3.4 Z. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE UGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.5 AA. 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 AB. 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 AC. TANDEM FIXTURES MAY UTIUZE COMMON WIRES. MECHANICAL SERVICES AD. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEIUNG SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1 AE. 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 HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.4.2 AF. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE ASTM E580 SECTION 5.4.3 SEISMIC SEPARATION JOINTS AG. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEP EIGHT WALL P BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS E ANGLES AND CLEARANCE. SOURCE: ASCE 7-10 SECTION 13.5.6.2.2 B SPRINKLERS AH. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIO CEIUNG TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL � ,IZ�A i L D(; ITIS - HEAT 'AGN ACCOM FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: A CBRE CB RICHARD ELLIS C arch i tects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com ao W�•• caZ as) co* I Ua EL E ricf� 1. U Q Vcr m 0'- CONSULTANT 7052 REGISTERED ARCHITECT gallet,N M. CRAF� STATE 1 WA 1I1 GT r Submittals/Revisions: 12/02/16 PERMIT CORRECTIONS 4/26/17 PERMIT REVISIONS Sheet Titl • WALL TYPES & CEILING DETAILS Date: Design: 04/26/17 Drawn: Project No: Approved: Building No: VL 17-023.06 KCR PYRIGHT CRAFT ARCHITECTS 2017