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Home My WebLink AboutPermit D15-0063 - DARWIN'S NATURAL PET PRODUCTS - OFFICES AND OPEN WORK AREASDARWIN'S NATURAL PET PRODUCTS 350 TRECK DR EXPIRED 05104116 D15-0063 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 Parcel No: 0223400045 Permit Number: D15-0063 Address: 350 TRECK DR Issue Date: 5/8/2015 Permit Expires On: 11/4/2015 Project Name: DARWIN'S NATURAL PET PRODUCTS Owner: Name: PANKRATZ HOLDINGS LLC Address: POBOX 58388, TUKWILA, WA, 98138 Contact Person: Name: CLOVER SCHULER Address: 8383 158 AVE NE, STE 280, REDMOND, WA, 98052 Contractor: Name: GATEWAY CONSTRUCTION SVS Address: 5602 2ND AVE S , SEATTLE, WA, 98108-2409 License No: GATEWCS992C3 Lender: Name: DARWIN'S NATURAL PET PRODUCTS Address: 350 TRECK DR, TUKWILA, WA, 98188 DESCRIPTION OF WORK: Phone: (425) 885-4300 Phone: (206) 621-9111 Expiration Date: REMODELING OF THE TENANT'S EXISTING SECOND FLOOR SPACE BY REMOVING OFFICES AND ADDING NEW OFFICES AND OPEN WORK AREAS. THERE IS NO CHANGE OF USE FOR THIS PROJECT AND ALL WORK IS INTERIOR. Project Valuation: $35,000.00 Fees Collected: $1,285.28 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IV Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: '^' Date: 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 doe not presume to give authority to violate or cancel the provisions of any other state or local laws regulating nstruction or the performance of work. I am authorized to sign and obtain this development permit and �gr to the conditions attached to this permit. Signature: Print Nam Date: iJ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 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) 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) 18: Maintain fire extinguisher coverage throughout. 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). 33: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila 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) 32: 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 attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 38: 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 42437) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: 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" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi]aWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (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 King Co Assessor's Tax No.: 022340-0045 Site Address: 350 Treck Drive Suite Number: 200 Floor: 2 Tenant Name: Darwin's Natural Pet Food New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: Caseymax LLC Address: 350 Treck Drive City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Clover Schuler Address: 8383 158th Ave NE, Suite 280 City: Redmond State: WA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: clover@magellanarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Magellan Architects Architect Name: Pedro Castro Address: 8383 158th Ave NE, Suite 280 City: Redmond State: WA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: rimail- LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ohmlo,�(, Address: City: State: Zip: HAApplicationsTo=-Applications On Line\2011 ApplicationsWennit Application Revised- 8-9-I l.docx Revised: August 2011 bh Page] of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 35,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Remodeling the tenant's existing 2nd floor space by removing offices and adding new offices and open work areas. There is no change of use for this project and all work is interior. Will there be new rack storage? ❑..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 71 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I`Floor 21,044 0 IV B & F 2 Id Floor 5,132 600 IV B 3 Id Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes 0....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: �....... Sprinklers 14....... 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 ofmaterials and storage locations on a separate 8-112"x I "paper including quantities and Material Sa ety 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. N:Wpplications\Forms-Applications On Line\2011 ApplicationsTernut Application Revised - 8-9-11.doex Revised: August 2011 Page 2 of 4 bh 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 T AT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURYY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Print Name: Mailing Address: Jg 7 AGENT: Day' Vim City Date: z I ) Z 1 J 425-- u �- 4301D State Zip H:Wpplications\Fomis-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $795.57 D15-0063 Address: 350 TRECK DR Apn: 0223400045 $795.57 DEVELOPMENT $757.90 PERMIT FEE R000.322.100.00.00 0.00 $753.40 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $37.67 TECHNOLOGY FEE TOTALPAID BY RECEIPT: R5257 R000.322.900.04.00 0.00 $37.67 $795.57 Date Paid: Friday, May 08, 2015 Paid By: MAGELLAN ARCHITECTS Pay Method: CHECK 10192 Printed: Friday, May 08, 2015 3:34 PM 1 of 1 - WSY57EM5 Date Paid: Thursday, March 12, 2015 Paid By: CLOVER SCHULER Pay Method: CREDIT CARD 005212 Printed: Thursday, March 12, 2015 9:52 AM 1 of 1 R?WYSTEMS City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 4/1/2016 CLOVER SCHULER 8383 158 AVE NE, STE 280 REDMOND, WA 98052 RE: Permit No. D 15-0063 DARWIN'S NATURAL PET PRODUCTS 350 TRECK DR Dear Permit Holder: 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 5/4/2016. 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 5/4/2016, 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. Sincerely, Bill Rambo Permit Technician File No: D15-0063 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington. 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 4, 2015 Clover Schuler Magellan Architects 8383 158th Ave NE, Ste 280 Redmond, WA 98052 RE: Request for Extension #1 Permit Number D15-0063 Dear Ms. Clover, This letter is in response to your written request for an extension to Permit D15-0063. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through May 4, 2016. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, rlp(t� Rachelle Ripley Permit Technician File: Permit No. D15-0063 WAPermit Center\Extension Letters\Permits\20151D15-0030 Permit Extension #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 Rachelle Ripley From: Clover Schuler <clover@magellanarchitects.com> Sent: Friday, October 30, 201S 2:50 PM To: Rachelle Ripley Subject: Permit Extension Request - D15-0063 Darwins Natural Pet Products Rachelle- I would like to request a permit extension for permit # D15-0063 Darwin's Natural Pet Products. The client had postponed the work while a few other projects in their warehouse were completed. They are now ready to get started and the general contractor should be starting the work in the next 3-4 weeks. Please let me know if you have any questions. Thanks, Clover Clover Schuler MAGELLAN ARCHITECTS 8383 158th Ave NE, Suite 280 Redmond, WA 98052 Tel: (425) 885-4300 ext.311 Mob: (425) 941-9494 www.magellanarchitects.com LA b Think before printing - keep the planet VERDE RECEIVED CITY OF TUKWILA OCT 3 0 2015 PERMIT CENTER Request for Extension # Current Expiration Date: L �J Extension Request: VNJ Approved for C/ days / ❑ Denied (provide explanation) Signature/Initials 1 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 10/1/2015 CLOVERSCHULER 8383 158 AVE NE, STE 280 REDMOND, WA 98052 RE: Permit No. D 15-0063 DARWIN'S NATURAL PET PRODUCTS 350 TRECK DR Dear Permit Holder: 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 11/4/2015. 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 11/4/2015, 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. Sincerely, R*ellll VTU� Rachelle Ripley2 Permit Technician File No: D15-0063 6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 * Phone 206-431-3670 9 Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0063 DATE: 03/12/15 PROJECT NAME: DARWINS NATURAL PET PRODUCTS SITE ADDRESS: 350 TRECK DR X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division ar►4, 5_114' c Works 11 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued M plc/ �, 615' Fire Prevention Structural ❑ c PL 'J/k Planning Division Permit Coordinator 0 DATE: 03/17/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/14/15 Approved ❑ Approved with Conditions i Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 GATEWAY CONSTRUCTION SW `S INC Page 1 of 2 Washington State Department of Labor & Industries Home l,niCio ell lspanol Contact Search L&I A-% Index Help My Secure Lilo Safety Claims & Insurance Workplace Rights Trades & Licensing GATEWAY CONSTRUCTION SRVCS INC Owner or tradesperson 5602 2nd Ave. S. SACCO, RONALD SEATTLE, WA98108 206-621-9111 Principals KING County SACCO, RONALD, PRESIDENT NIELSEN, CRISTIAN, VICE PRESIDENT Doing business as GATEWAY CONSTRUCTION SRVCS INC WA UBI No. Business type 602 086 011 Corporation 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. GATEWCS992C3 Effective — expiration 02/26/2001— 03/04/2016 Bond ................ TRAVELERS CAS & SURETY CO $12,000.00 Bond account no. 105165492 Received by L&I Effective date 08/21/2008 08/19/2008 Expiration date Until Canceled Insurance ._......................... Travelers Indemnity Company Th $1,000,000.00 Policy no. DTC0527DO333IND12 Received by L&I Effective date 07/29/2014 08/01/2012 Expiration date 0810112015 Insurance history .Savi...ngs ................ No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 12-2-03868-4 Dismissed Complaint filed by Complaint against bond(s) or savings https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=60208601I&LIC=GATEWCS992C3&SAW= 5/8/2015 GATEWAY CONSTRUCTION SRVCS INC BUILDERS MILLWORK SUPPLY 105165492 Page 2 of 2 Complaint date 03/28/2012 Complaint amount $11,763.88 L&I Tax d.e..bts No&tax deb ts 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 0754100 ...........1........... Account is current. Doing business as GATEWAY CONSTRUCTION SERVICES Estimated workers reported Quarter 1 of Year 2015 "51 to 75 Workers" L&I account representative T1 / IDA HAYNES (360)902-5635 - Email: HAYN235@lni.wa.gov Workplace safety and health No inspections during the previous 6 year period. Q Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602086011&LIC=GATEWCS992C3&SAW= 5/8/2015 FILE ,. ' C 5... '1 Yx PY N"armitmo, D1q-00&5- 765 ■ � � ■IIIq 111111111011111113 ■ AAA THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND COORDINATING ALL DEFERRED SUBMITTALS. THE GC'S SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH LOCAL AUTHORITIES AND ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS MALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. MECHANICAL & PLUMBING: 1. THE MECHANICAL & PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GC'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MECHANICAL PERMITS. 3. THE GC'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY PLUMBING PERMITS. ELECTRICAL: 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GC'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS. FIRE PROTECTION/FIRE ALARM: 1. THE FIRE PROTECTION & FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GC'S FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY FIRE PROTECTION PERMITS. MANUFACTURED STAIRS: 1. THE INTERIOR STAIR DESIGN AND ENGINEERING FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID PROPOSED MANUFACTURED STAIR DESIGN DRAWINGS AND ENGINEERING THAT COORDINATE WITH THE ARCHITECTURAL DRAWINGS. 2. THE GC'S STAIR SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL ASSOCIATED AND NECESSARY PERMITS. ...... . . . �fi, 'roe„h u S " o i ,._,.,.,� �e:. k , 8•a, ., s A ,� � t` sa ff n a s'!YrY `nY P: ,f' 1 Y f v x 1 S Y• fi t Y � ,p asJ afi F t ,,..»z :... .,..,, a .. ✓, .. ,n.. ,Y.., r. {...». ,..,,,t.,. .,,,:, .:.. .. <„.rt ,.... i.t tc,s. ,,, ., t s£� t »uo.,fr J.+. :,...:..,r r.,.,. �Jy r: ..,...::,, ... .n { .,, ...., ,... „„=t ,,. rt :..,. ::✓»<. ,,, ,»J.. ..i. .r,.ir ro,a :�. r.. v:. x, tt ., ati ..».rr. .. ,.,,r ...,. ,. ,, t, :.. 3, .. ,,.,» v.,.. .X }......,. :,. .,,...,.. ., ,.., „ ,•.,,n, iC.,. ,r 4 r.; ,.m ,,.,., .,,... ,.... ,» , .ny„ .,,. �:,., . 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J ^,ts; ra �::; tt„», ,L.t-:,. ,,,,ro: u.:,,.• ,;yr,' 't, ..a » ., , ..t.:» s; ..a r,., ,., �.. , ,t, r. ;i. Yy sf. ,.,,..., ,.,.x :,,.:. ,,... :. ,.✓ r . t r. t. �,:: ':.�'. ',{ s »,.:,> ,,,, :f£sJ. ' $„ :,. < ,,.,, <.. .sv, t ,. „,. .�,. ... ,uY,i t Yfi .., r :`•4t, t. s� o. :. .:.try > , '' r.LS, > ,va ,s?.. .a.. , , r,.a,: al:, . t:, s, +t r., i,,,s ti � v'•} ' 1 ,.,. ..., r ... .. ... ,,.: .. i. a ».<,. ✓a,,.. :,r t, ,. r r..,.. ty ., T:, rs, sn ,. P•.,: .r,2 t8x. 3 s { r .,,. �.:,...< .,✓.. ..,,, .y,. ,. Yr. a.r. ,.„.^. s..,.. ,a. r,. ,.,. ,� „t <,,. a.>, '�',, ,, :''a,.. -xa „., ... aLl ;Yr ra, : ,✓$'. } r acr. r, ,,,:..; tl„'r ,,.,,. ,..,,, a..,n ,,.,.,. .,, .. fr., ,oJr, r :.s t,✓.. „„'. rY., <,<. , .r,t, t."r'a Lr,. :.;.,; », lw 'Y f �{• i � s„ W. t' r Ysl>�,r:. ,;; ,. s.. °;a �; ,,,, •^� ,�.. ». a ,. ;z �,„u :, ?: ,� �� r, nx. k • i A. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS. C. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. D. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. E. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE BEGINNING WORK. F. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, 11MING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE 11ME WORK IS TO COMMENCE. G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP iN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. H. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. GC SHALL PROVIDE SHOP DWGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). I. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. J. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE GC SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING SYMBOLS: Ca. COLUMN JT/JTS JOINT,JIOINTS REINF REINFORCING ® AT C(NJC CONCRETE L LONG, LENGTH REQ'D REQUIRED & AND COAT CONTINUOUS LAM LAMINATE, LAMINATED RF RUBBER FLOORING L ANGLE CONSTR CONSTRUCTION LF. LINEAR FOOT, UNEAL FOOT RR RESTROOM (ENTER UNE CONTR CONTRACTOR LW LIGHT WEIGHT RO ROUGH OPENING © COPYRIGHT CPT CARPET LVL LEVEL. ROW PUBLIC RIGHT OF WAY . DEGREE CT CERAMIC TILE MAS MASONRY S.A.M. SELF ADHESIVE MEMBRANE DIAMETER DF DRINKING FOUNTAIN MAX MAXIMUM SCHED SCHEDULE EQUAL DS DOWNSPOUT M.B.S. METAL BUILDING SUPPLIER SC SOLID CORE GREATER THAN DWG DRAWING MCT MARMOLEUM COMPOSITE ILE SF SQUARE FOOTAGE < LESS THAN EA EACH MECH MECHANICAL SG SAFETY GLASS NUMBER EIEV ELEVATION, ELEVATOR MEZZ MEZZANINE SHT SHEET PERCENTAGE ELEC ELECTRICAL MTL METAL SIM SIMILAR f PLUS/MINUS EJ EXPANSION JOINT MFG MANUFACTURING SPEC SPECIFICATION EQ EQUAL MAR MANUFACTURER SQ SQUARE It PLATE EXIST EXISTING MH MANHOLE SS STAINLESS STEEL, EJ EXPANSION JOINT MIN MINIMUM SANITARY SEWER ABBREVIATIONS: EXP EXPANSION MISC MISCELLANEOUS STD STANDARD A.B.E. AVERAGE BUILDING ELEVATION EXT EXTERIOR M.O. MASONRY OPENING STL STEEL A/C AIR CONDITIONER F.C.I.C. FURNISH BY CONTRACTOR M.R. MOISTURE RESISTANT STRUCT STRUCTURE, STRUCTURAL ADJ ADJUSTABLE, ADJACENT INSTALL BY CONTRACTOR MID MOUNTED SUSP SUSPENDED ADMIN ADMINISTRATION FD FLOOR DRAIN MTG MOUNTING SYS SYSTEM AFF ABOVE FINISH FLOOR FDN FOUNDATION NIC NOT IN CONTRACT T TEMPERED, TREAD, TOP AFG ABOVE FINISH GRADE FF FINISH FLOOR NOM NOMINAL To TOY' & BOTTOM ALUM ALUMINUM F.0.1.0. FURNISHED BY OWNER INSTALLED BY NTS NOT TO SCALE TEL TELEPHONE ANOD ANODIZED OWNER OC ON CENTER TEMP TEMPERED APPROX APPROXIMATE FEC FIRE EXTINGUISHER CABINET O.H. OVERHEAD T&G TONGUE & GROOVE ALT ALTERNATE F.O.I.C. FURNISHED BY OWNER, OPP OPPOSITE TG TEMPERED CLASS ASR AUTOMATIC SPRINKLER RISER INSTALLED BY CONTRACTOR a/ OVER T.O. TOP OF AVG AVERAGE FPHB FROST PROOF HOSE BIBB PERP PERPENDICULAR TYP TYPICAL BFF BELOW FINISH FLOOR FRP FIBER REINFORCED PANELS) PL PLATE, UTII UTIUTY BFG BELOW FINISH GRADE FTG FOOTING P-LAM PLASTIC LAMINATE U.O.N. UNLESS OTHERWISE NOTED BD BOARD GA GAUGE PLUMB PLUMBING VCT VINYL COMPOSITION TILE BLDG BUILDING GALV GALVANIZED PNL PANEL, PANELING VERT VERTICAL B/S BUILDING STANDARD GC GENERAL CONTRACTOR PROJ PROJECT, PROJECTED W/ WITH B.O. BOTTOM OF GLP GYPSUM LATH & PLASTER PRV PRESSURE REDUCING VALVE W/o WITHOUT BOT BOTTOM GWB GYPSUM WALLBOARD PT POINT W-MAT WALK OFF MAT BTW BETWO H HIGH, HEIGHT QT QUARRY TILE WP WATERPROOF CB CATCH BASIN HB HOSE BIBB QTR QUARTER WR WATER RESISTANT C.I. CAST IRON HM HOLLOW METAL R RADIUS WRB WATER RESISTANT BARRIER CIP CAST IN PLACE HORIZ HORIZONTAL RD ROOF DRAIN WT WEIGHT CJ CONTROL JOINT, HT HEIGHT RL RAIN LEADER WWM WELDED WIRE MESH CONSTRUCTION JOINT HIR HEATER RECb RECEIVED WWF WELDED WIRE FABRIC O MU CONCRETE MASONRY UNIT INSUL INSULATION REF REFRIGERATOR, REFERENCE Y.C. YARD DRAIN CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. K. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. L. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. M. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE GC SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE, ALL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. N. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2' IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVER CUTTING TO A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES, GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH ADJACENT EXISTING WORK, REVISION NO. ROOM NAME (TITLE BLOCK SHOWS REV. DATE) ROOM NAMEk`_ROOM NAME INDICATES REVISED AREA -ROOM NO. XXX S.F. E--ROOM AREA DETAIL NO. DESIGNATION SHEET THAT DETAIL IS SHOWN PL-1 FINISH SCHEDULE KEY X BLDG. SECTION NO. 01 EQUIP. SCHEDULE KEY SHEET THAT SECTION IS SHOWN �..--r- CASEWORK DTL N0. �� SHEET NO. X WALL SECTION NO. SHEET THAT SECTION IS SHOWN WALL TYPE NO. # - - INSULATION KEY A INTERIOR ELEV. NO. WALL TYPE LETTER D X BE- WALL ORIENTATION DATUM POINT SHEET THAT INTERIOR ELEV. IS C SHOWN ?h +8'-0" A.F.F.<-- COUNG HEIGHT TRUE NORTH YV ACT CF,�LING ��- FINISH CEILING TYPE PROJECT NORTH 9,5 GRID DESIGNATION1Q SHEET KEY NOTE DOOR SCHEDULE KEY (CORRESP. TO 1 /4:12 DIRECTION KEY ROOF SLOPE AND ROOM NO. WHERE DOOR OCCURS) 101A DOORSUFFIX10 BREAK LINE SYMBOL 1O WINDOW SCHEDULE KEY MATCH LINE MATCH LINE ZAAVA" ZMATIT PROJECT LOCATION Plan review approval Is subject to errors and omissions, Approval of construction documents does not authorize the violation of any ado a cod® or ordinance. Receipt of approved Fleld Cop co itions is acknowledged: 1 By: Date: _ _ '3'N ), r- IL I INFORMATION SHOWN FOR REFERENCE PURPOSES, ONLY. SITE PLAN FROM GOOGLE MAP 2015 11 J f i I-405 ..... Til ruk�rlrn a tfg a ! m t E, STRANDER BLVD PROJECT LOCATION 5 , TRECK DRAB I, x LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK # 5 POR BEG NE CDR TH WLY ALG CURVE TO RGT RAD 410.28 FT CENTER BEARING N 04-42-41 E C/A 01-42-08 DIST 12.19 FT TH N 84-25-51 W 198.11 FT TH ALG CURVE TO LFT RAD 410.28 FT C/A 11-03-01 DIST 79.13 FT TO TPOB TH CONTG ALG CURVE TO LFT C/A 59-37-17 DIST 426.93 FT TH S 88-56-47 E 76.41 FT TH S 45-39-47 E 70.32 FT TH S 88-16-17 E 197.22 FT TH N 01-47-28 E 292.32 FT TO TPOB LESS UP RR OPER R/W PARCEL NUMBER: JURISDICTION: SECTION/TOWNSHIP/RANGE: NAME PROPERTY NAME: YEAR BUILT/STORIES/BLDGS ON SITE: OCCUPANCY GROUP CLASSIFICATION: CONSTRUCTION TYPE/CLASS: EXISTING AREA CALCS. AND CONDITIONS: 022340-0045 CITY OF TUKWILA NE-26-23-4 DARWIN PET FOODS 1975/1/1 B (BUSINESS) TYPE X-X, SPRINKL.ERED,ALARMED GROSS LAND AREA: 53,904 S.F. (1.24 ACRES) GROSS BLDG FLOOR AREA: 26,157 S.F. TENANT T AREA: 5,132 S.F. REFER TO FLOOR PLAN, SHEET AO.4 FOR EXITING INFORMATION. City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. �!A ,I PERPIff 9'UIRED FOR: eMcChanlcal Electrical REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2015 Ci of Tukwila BUILDING DIVISION milgas, W"'1111m_ ARCHITECTURAL: AO.1 COVER SHEET AND SITE PLAN AO.2 ICC/ANSI GENERAL CODE NOTES AO.3 ICC/ANSI GENERAL CODE NOTES AO.4 EGRESS PLAN A21 DEMOLITION PLAN & FLOOR PLAN A22 DEMOLITION CEILING PLAN & REFLECTED CEILING PLAN A7.1 SCHEDULES, ELEVATIONS AND DETAILS CLIENT: DARWIN'S NATURAL PET FOOD 350 TRECK DR TUKWILA, WA 98188 PH: (206) 324-7387 CELL: (206) 300-6411 PM CONTACT: GARY TASHJIAN gary®darwinspet.com i 111 [111'' , , ARCHITECT: MAGELLAN ARCHITECTS 8383 158TH AVE NE, STE 280 REDMOND, WA 98052 PH: (425) 885-4300 FAX: (425) 885-4303 RECORD ARCH: PEDRO CASTRO PM CONTACT: CLOVER SCHULER clover®magellonarchitects.com AY 04 2016 SCOPE OF WORK SUMMARY: INTERIOR OFFICE REMODEL FOR NEW TENANT SPACE INCLUDING DEMOLITION OF WALLS, NEW WALLS, DOORS, AND CASEWORK, AND ASSOCIATED MODIFICATIONS TO MECHANICAL AND ELECTRICAL ITEMS. RECEIVED CITY OF TUKWILA MAR 1 2.2015 DESIGN CODES: .PERMIT CENTER 2012 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 UNIFORM PLUMBING CODE 2012 WASHINGTON STATE ENERGY CODE 2008 NATIONAL ELECTRICAL CODE 2009 ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES IE `,V, =its:�LswrR 2»; A. de Magathaes Castro STATE OF WASHINGTON vrn°^ov°f« o o =1 41a � d d0 N aEO° y Cp, �„ON o aaci` ooEc`�a°'a N n.2'3 o: >xa�,a'EcS a ` c Q C C Q V Q j~ a3 a� �� CO S ESN n cS°�' �o - v w fu v FF � fU U N TO O b p O p 'OU7 b �'i. NfUbE O C C C_ N O In N O C,-. N C y Z y= N O O N >� N Eva�j'3+,° m5 yam,, fU O O © 'n Oda'° p+°+ C Nw rn Cr, U 04) ;w"o�ao`oCCC7D°�o2SoaCL a ccnvmoc°o °>t;c 2co cc`v2v.0 ¢<"-!-zowi'3<En.a°aoa Fn O CV M E: V C: H Now 00 U :9� m 1-0 V °� C pp M E-4 Cc=) i� U INNIH N V N CU NNOMMM co�C U LL Z� �coE� ¢� N 0 o �. LO M1 CY)N rn d M - a 00 U L...� Z II OW 02 W Wo IL 0 J CL 1 Z z z �W ao aD _W 00 < Y OC ll. W s 1< Uaw 1,- 0 M F- REVISIONS NO. DATE BY 0 0 A 0 A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24' x36" SCALE: AS NOTED PLOT DATE: 03/06/2015 CAD FILE: 14-134 A0.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: PERMIT SET COVER SHEET AND SITE PLAN FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 & 303) GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL COMPLY WITH ICC/ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T-SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T-SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T-SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306): TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE. MAX. DEPTH IS PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES VIDE MIN. PROTRUDING OBJECTS (ICC/ANSI SEC. 307): PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST -MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC/ANSI SEC. 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED WIGH SIDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBCT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS (ICC/ANSI SEC. 309): HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: 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 POUNDS MAX. ACCESSIBLE ROUTES (ICC/ANSI SEC. 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC/ANSI SEC. 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTHLOWER THAN 4 INCHES ABOVE THE FLOOR OR ROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 3 0 3 FL G C LE G E 4 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4INCHES. MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL. CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TESTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: 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 MIN. 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 MIN., DOOR -OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SLIDING OR FOLDING DOOR: 5.0 POUNDS THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION UTES: DOORS AND SIDEUTES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. RAMPS (ICC/ANSI SEC. 405): WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS 404.2.3 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS LOCATED ADJACENT TO A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304.3. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH ICC/ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SECTION 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL. LOCA11ON AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. LANDINGS: THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN., NTH A CLEAR MOTH AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES LEADING TO THE LANDING. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE A CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. PARKING SPACES (ICC/ANSI SEC. 502): VEHICLE SPACE SIZE: ACCESSIBLE CAR AND VAN PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE. CAR AND VAN PARKING SPACES SHALL BE 96 INCHES MIN. WIDTH. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES WIDE MIN. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE VERTICAL CLEARANCE: PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN. AT THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO. IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC/ANSI SECTION 703.6. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC/ANSI SEC. 503): VEHICLE PULL-UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE PULL-UP SPACE 96 INCHES MIN. WIDTH AND 20 FEET MIN. LENGTH. ACCESS AISLES; ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: VEHICLE PULL-UP SPACES IN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. STAIRWAYS (ICC/ANSI SEC. 504): TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WITH ICC/ANSI SECTION 302. NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UND R THE EAD AT AN E ANGLE OF 30 DEGREES MAX. FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING 1R E 0 G SHALL BE 1-1/2 INCHES MAX. BEYOND THE TREAD BELOW. OUTDOOR COND111ONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. HANDRAILS (ICC/ANSI SEC. 505): LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. IN ASSEMBLY SEATING AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES ALONG AISLE STAIRS, PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE AISLE. HANDRAILS SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES SERVING SEATS. CONTINUITY. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR NOSINGS, RAMP SURFACES, AND WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND RAMP SURFACES. CLEARANCE: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1/2 INCHES MIN. GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL ARE ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. SEE SECTION 505.6 FOR ADDITIONAL HORIZONTAL PROJECTION EXCEPTIONS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS SEC11ONS: HANDRAILS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 6-1/4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SEC110N DIMENSION IS 2-1/4 INCHES MAX. TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PR OVIDED AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. DRINKING FOUNTAINS (ICC/ANSI SEC. 602): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND TOE CLEARANCE. WHERE A PARALLEL APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS FOR WHEELCHAIR ACCESSIBILITY SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR GROUND. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38 INCHES MIN. AND 43 INCHES MAX. ABOVE FLOOR OR GROUND. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3-1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. UNITS WITH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC/ANSI SECTION 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC/ANSI SECTION 307. TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): WHEELCHAIR TURNING SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A "T" SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304 SHALL BE PROVIDED. DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND -OPERATED FLUSH CONTROLS SHALL COMPLY WITH ICC/ANSI SECTION 309. GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTER LINE OF THE WATER CLOSET A MIN. OF 12 INCHES ON THE SIDE CLOSEST TO THE WALL AND 24 INCHES MIN. ON THE TRANSFER SIDE. DISPENSERS: 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 WITHIN AN AREA 24 INCHES MIN. AND 36 INCHES MAX. FROM THE REAR WALL. WHERE A DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF A DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 42 INCHES MAX. FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR OR GROUND. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH ICC/ANSI SECTION 308. WHERE PROVIDED, A FOLD -DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. URINALS (ICC/ANSI SEC. 605): HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL -HUNG TYPE WITH THE RIM AT 17 INCHES MAX. ABOVE THE FLOOR OR GROUND. WALL HUNG URINALS SHALL BE 13-1/2 INCHES MIN. IN DEPTH MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE WALL. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. TOILET COMPARTMENTS FOR MULTI -TOILET ROOMS (ICC/ANSI SEC. 604): WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MIN. MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MIN. FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MIN. FOR FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL. AMBULATORY ACCESSIBLE COMPARTMENTS. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES DEEP MIN. AND 36 INCHES WIDE. WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE THE CENTERLINE OF THE WATER CLOSET 17 INCHES MIN. AND 19 INCHES MAX. FROM THE SIDE WALL OR PARTITION. THE WATER CLOSET SHALL BE CENTERED IN THE COMPARTMENT. COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. GRAB BARS FOR AMBULATORY ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. DOORS: COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. TOILET COMPARTMENT DOORS SHALL COMPLY WITH ICC/ANSI SEC11ON 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE DOOR SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. THE DOOR SHALL BE SELF CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS SHALL BE PERMITTED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET. TOE CLEAPANCE: IN WHEELCHAIR ACCESSIBLE COMPARTMENTS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MIN. ABOVE THE FLOOR AND EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT -SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WITH A WALL -HUNG WATER CLOSET OR 65 INCHES DEEP WITH A FLOOR-MOJNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. LAVATORIES AND SINKS (ICC/ANSI SEC. 606): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC/ANSI SECTION 309. HAND -OPERATED, SELF -CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS GRAB BARS (ICC/ANSI SEC. 609): SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS -SECTIONS. GRAB BARS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAX., AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING 1/8 INCH MIN. RADIUS. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND OBJECTS EELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MIN. POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOD. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1/8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. STRUCTURAL STRENGTH: ALLOWABLE STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICC/ANSI CHAP. 7): ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 703 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGLRE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS MCOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINE) BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RA110 BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL COMPLY PITH SEC11ON 703.4, AND IS TO BE USED WHEREVER BRAILLE IS REQUIRED. WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC/ANSI SEC. 704): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SEC11ON 309. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC/ANSI SECTION 309. CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. VOLUME -CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVER VOLUME CONTROL WITH A RANGE THAT PROVIDES 12 DB OF GAIN MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES SHALL BE HEARING AID COMPATIBLE. TTY. WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNEC110N OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY ARE PROVDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE TELE E HANDSET SHALL ALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. 4' MAX. fl R ON PROTRUDING OBJECTS f11CTAN(:F j if-fi" ACCESSIBLE SIGNAGE LOCATION SCALE: 1/2" = V-0" ICC/ANSI CHAP. 7 i 10' I 21-6" REACH RANGES ,n..,a.�a..r"w._.,..v.....f _...."-r....-.T- REViEWF-D FOR CODE COMPLIANCE APPROVED MAR 2 0 2015 City of Tukwll BUILDING DIVISION! 2'-0" MAX. DEPTH - FOR MIN. CLEARANCE L. 2'-8" MIN. m", �� , , i � �', i i /, S-O" MIN. SCALE: 3/8" = V-0" ICC/ANSI SEC. 308 ICY 04 2016 RECEIVED CITY OF TUKWILA MAR 1 2 2015 PERMIT CENTER U .LDwU IOO J �� a-„O vowC7 QU vOCEi ' Qc0UJ .'.mc.. OO . op2 .� �c Q) r O ow �N .v4)vC_O 0"aLw.mN-. .0 >oc UaE5 -6 ow- vw.°wN a2'3 •°-op`?`nNa�co sn4COO Cc a Vc�9)vC -`a3w11-0 6w o O.- rQ)tC w w U wN �vESo y•� imO. Ov U 0vpw0`V7 w w ap O'COOO-o -�` 0 -0=) Eo°va�wQ,oE m w°`pTo 3Nc cO o °nv > 0U .c ZooN2 v 0 >,N cw L.cOwN U Ea-d-o> 5C 04 © ° N . ."w.. o o wnJ o 0- c Ny _C ..N-. "'- .�. W V 01y .w. ww UOw - U U O � C C 6 O w V) UI � C a) ncww0 vo'- . Crt°aw: oo0 ,ucLiN==o p � U U. z o= o a u o c v u - L Lt O �_ w.- N 7 7 0 a n U ¢¢a. zowL3¢E0-0. 0_ LO O N M co E Jcn0 -4 C) c ca- mmomomml W c cn o ao a_ E-1 .�.�� U m .0 0 H x u-N i a) 4=0 z!� c¢ co 9C. P4 Z -�j u- rn 01 -t� S cc cc), Emu = >-0� �' 0) � � o 0 ,r oo p ml - m m k co m N 00 �_ o U OW O 3; LL �- > w0 .ja < 2 z � as zz �w 00 o_ . oo ()0< S OC LLW: Qu-o� 00mF- REVISIONS NO. DATE BY 0 A 0 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/06/2015 CAD FILE: 14-134 AO.2 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: PERMIT SET ICC A117.1-2009 GENERAL CODE NOTES & DETAILS CURB RAMPS (ICC/ANSI SEC. 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT SCALE: 3/8" = V-0" ICC/ANSI SEC. 304, 305 & 306 t 1 A REGISTERED RC -CT I.C.C. 404 DOORS AND DOORWAYS: FRONT APPROACH - PUSH AND PULL SIDES LATCH APPROACH - PUSH SIDE HINGE APPROACH - PULL SIDE LATCH APPROACH - PULL SIDE HINGE APPROACH - PUSH SIDE g��x, A.DEMAGALHAESCASTRO STATE OF WASHINGTON 404.1 GENERAL. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404 CLEAR APPROACH "oel 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, MALL COMPLY WITH THE REQUIREMENTS OF FAOOR CLEAR SECTION 404.2 FLOOR CLEAR CLEAR SPACE FLOOR CLEAR 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS FLOOR SPACE FLOOR 404.2.2 AND 404.2.3110 SPACE APPROACH SPACE J o E ° -o ,c = = ° w 4> APPROACH ° ° ° °' °' °' w ° 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING APPROACH �'- APPROACH w � ° 0 � o N �/ .00a °EBy�:c°d°t��1 1 ■ 1 r 1 " 1 " r N y O. �..00 a'' In iE DOORS STIALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS 1-6 2 -0 3 -6 2 -0 X 22 MIN. , ° > ° _ w ._ .. WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS MIN. o o t ` ° o o ° o E c co c a INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR, PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND N _ 3 a o 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. o c /17`n.3�ap yc c-a� o� a. . a moo EXCEPTIONS. CLEAR ° E N � E " 7 L' 0 •.v0 �•->O `ONO 3 V- m � .° N 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR EI X MEo0-0 E w �/ o E SPACE °'o a, •E a 3 N� o a�, 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE — In -a 42 N z° ", �, -' o STOP. CLEAR O N c N C N N FLOOR � >w> y E°X�3"'°ya N N :5 y N-j °� ° SPACE 51-0■ _©; o N - o o L N-o o 404.2.3.1 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL N " COMPLY WITH SECTION 302 APPROACH � � � o ° E' ° „ °_ �, ", ", , ° NOTE: Y= 3 -6 MIN.; Y=4 -0 MIN. IF DOOR o ._ ° a ° ° " - _"tn0�� V-c-O 22 c'O L 404.2.4 THRESHOLDS AT DOORWAYS: IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES o HAS A CLOSER; U a a a z ° Iu t'3 ¢ E a a °o 0 21 IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. NOTE: X = 1-0 (MIN.) IF DOOR HAS BOTH A NOTE: Y= 3 -6 MIN.; Y=4 -0 MIN. IF DOOR APPROACH NOTE: Y= 4 -0 MIN.; Y=4 -6 MIN. IF DOOR HAS X = 12 MIN. IF BOTH CLOSER AND LATCH ARE CLOSER AND A LATCH HAS A CLOSER 4> A CLOSER PROVIDED c� FAJ 31-0 r Q a I- N O M 8 a U � rn � 2 c � V W f/) O aO a o U HMM � L N U N W w N: p Q D U o `'�, ccu a� v ANEUVERING CLEARANCES AT MANUAL SWINGING DOORS 5 DA � =ool=�LE: 3/8" = V-0" ¢ N ICC/ANSI SEC. 404 00 Lo 0 L 04mlrn 60" CLEAR MIN. 60" CLEAR MIN. 60' CLEAR MIN. M `. CL M o lU 1— U MAT EDGING TRANSITION 1 5/8' .0 INSULAR HOT WATER PIPES (MANNINGTON 425) DRAIN TO PREVENT CONTACTED OO •,�� t �; t LINE OF REQUIRED CLEARANCE MIRROR 1'-5" TO 1'-7' EQUIPMENT PERMITTED CONCRETE TO WALKOFF MAT IN SHADED AREA Z 'CERCO r TRANSITION (MANNING I 1 1/2" 360) W L � �I U. W [V iV M PINLESS METAL TRACK (MANNINGTON 980) CONCRETE TO RUBBER MAT / W O 4 C \ KNEE CLEARANCE 8" MIN. 6' MAX. TOE CLEARANCE a RUBBER RAMP TRANSITION (MANNINGTON \ KNEE CLEARANCE 8" MIN. 6 MAX. TOE CLEARANCE y , n :fi�tttrt r 11-5" MIN. DEPTH f �''r. f Avis 1:�� , �` ON I, P �2�1x�;'� N 2'-0' MAX. CONCRETE TO RUBBER FLOOR 1'-5" MIN. 4 f - . METAL STRIP 1'-5' TO 11-7" _w, -.F •� REVIEWED FOR TRANSITION CODE COMPLIANCEI- 21/2' CLEAR a� ARPROv ��✓ z z FLOOR SPACE F< s MAR 2 0 2015 �, SPACE o cli z 0 0 City of Tukwdil CONCRETE To TILE BUILDING DIVISION � W 'SUPER IMPERIAL REDUCER' TRANSITION 41-0" MIN. 11-7" MAX. v- (MANNINGTON 705) 4'-0' MIN. 115/16' W `" co x CLEARANCE AT TWO DOORS IN SERIES LAVATORY CLEARANCES S ° � k� tkY�Y�``��x`�i;��?��„��1'""r,,,u4��ii`n`�a1t��,,�""''.,:...... DRINKING FOUNTAIN CLEARANCES :� G Q Y / V SCALE: 3/8" = V-0" ICC/ANSI SEC. 404 SCALE: 3/8" = V-0" 8 SCALE: 3/8" = V-O" W g ICC/ANSI SEC. 304, 305 & 306 ICC/ANSI SEC. 304, 305 & 306 � LL � CONCRETE TO CARPET F- Y 'UNDERSLUG REDUCER' TRANSITION (MANNINGTON 0 O M H 735) REVISIONS x FINISH FLOOR LEVEL NO. DATE BY THRESHOLD EXf��•�� CONCRETE TO COMPOSITE TILE (MOT 1 'SUPER 2' r TRANSITION (MANNINGTON 935) ¢ Q FLOOR FINISH 2 iRED � C-' 0 2' I— ►'' 0 20 A A A PINLESS METAL TRACK (MANNINGTON ISSUE ,,...,. s TES 980) CARPET TO RUBBER DESIGN APPROVAL:/ "TILE CARPET JOINER' TRANSITION 2 PERMIT SUBMITTAL: (MANNINGTON 150) PERMIT RECEIVED: X Nr"'flow 00 \ BID DOCS: ,7n: T�,r,rt : ;n x CONSTR. DOCS: COMPOSITE TILE (MCTI TO CARPET 24"46" SCALE: — S NOTED '000 EDGE r TRAN91ION 1 1/2• PLOT DATE: 03/06/2015 (MANNINGTON 150) NOTE CAD FILE: 14-134 AO.2 INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE RECEIVED JOB NUMBER: 14-134 r { THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE CITY OF TUKWILA CHECKED: cs BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO MAR 1 2 2015 DRAWN: LK VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. PINLESS METAL TRACK (MANNINGTON PERMIT CENTER STATUS: PERMIT SET 980) TILE TO RUBBER FLOOR ICC A117.1-2009 GENERAL CODE DETAILS FLOORING TRANSITIONS THRESHOLDS AO SCALE: l'-0" = V-0" O SCALE: 6" = V-0" FOR REFERENCE ICC/ANSI SECTION 302 & 303 EXST. CONFERENCE RM 211 EXST. ' /I CONFERENCE RM. l� lJ EXST. 212 � OFFICE lm 211 STORAGE EXST. CONFERENCE RM. HUDDLESROOM HUDDLERC204 CONFERENCE RM. 0 EXST. OPEN UTILITY EXST. 214 RESTROON OFFICE 213 208 OPEN L Ld9L FEC MEETING 201 b 134'-6'mj FECrm 00 QO EXST.OPEN M OFFICE 207 EXST. SALES COMMON PATH OF TRAVEL = 20'-8" OFFICE OFFICE Ao� =� � � � � � � � � � =4 206 205 EGRESS PLAN - 2ND FLOOR SCALE: 1 /8" = l'-0" EGRESS DATA & OCC. LOADS TRAVEL INSTANCE ff-0 ifNTPS: EGRESS TRAVEL DISTANCE _ < 250' PER IBC TABLE 1016.1 COMMON PATH OF TRAVEL = < 100' PER IBC 1014.3 EXC. (1) MINIMUM DISTANCE BETWEEN EXITS ARE GREATER THAN 1/3 DIAGONAL DISTANCE OF AREA SERVED 0CCUP-MT LOAD SUMMARY., **.EGRESS CALCULA11ONS PER IBC TABLE 1004.1.1 2ND FLOOR (S-1) OCC. 338 S.F./300 = 2 OCC. 2ND FLOOR (8) OCC. 5.132 S.F.4100 = 52 OCC. TOTAL 00WANT LOAD: 54 OM EGRESS LEGEND XX' EGRESS PATH & TRAVEL DISTANCE ALONG INDICATED PATH FEC FIRE EXTINGUISHER CABINET LOCATIONS PLUMBING FIXTURE CALCS G FlXIURE CALauloNS: PER IPC CHAPTER 29 TABLE 2902.1 REQUIREMENTS: OCCUPANCY GROUP F-1) AREA 17,479SF = 42 OCCUPANTS/2 = 21 PER GENDER (WATER CLOSETS: 1 PER 100) (LAVATORIES: 1 PER 100) (DRINKING FOUNTAIN: 1 PER 400) (OTHER: 1 SERVICE SINK) REQUIRED PROVIDED UNISEX WATER CLOSETS: 1 1 (EXISTING) UNISEX LAVATORIES: 1 1 (EXISTING) DRINKING FOUNTAINS 2 2 (EASING) SERVICE SINK: 1 1 (EASING) OCCUPANCY GROUP (8) AREA: 8,697SF FLOOR AREA X 1/100 = 86 OCCUPANTS/2 = 43 PER GENDER. (WATER CLOTS (McF): 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER) (LAVATORIES (M&F): 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER) (DRINKING FOUNTAIN: 1 PER 100) (OTHER: 1 SERVICE SINK) REQUIRED PROVIDED MALE WATER CLOSETS/URINALS 2 2 (EXISTING) MALE LAVATORIES 2 1 (EASING) FEMALE WATER CLOSETS: 2 2 (EXISTING) FEMALE LAVATORIES: 2 2 (EASING) UNISEX WATER CLOSETS/URINALS: 0 2 (EXISTING) UNISEX LAVATORIES: 0 1 (EXISTING) DRINKING FOUNTAINS 2 2 (EASING) SERVICE SINK: 1 1 (EXISTING) ED �iED COMEC®�'1F' l.1R�1C Ap pp, 2 0 city of'Cuww'I'i oNik EX: IRED NW 04 2016 RECEIVED CITY OF TUKWILA MAR 12 2015 PERMIT CENTER 7855 A. de Magalhaes Castro STATE OF WASHINGTON J tw•' y c E ccvQ'=M o= v 4 0 O N o E O N 'O N +' , C O O—`�- ow 02>O-EyCa0� p N 0.2 3 O.� C N O� O.N O_ C 0 C < c '0` a; a ° �� o C C N v U O N Tp p O N 7 d rn 0..m 6,OE >� -No ro� �t7 Vl N E2Cp°�y—3r pvw>0+ 0+'2a— ot_No N CNZ=o N Q., C E°IXv'v0N N N :OJ ` ,8ON O y-. •^ O N 0 O' .0 N L .— L i w.✓i. .�. N V 0+�,�E O N 000 U U 0 C, C C Cy 01,+0+.� aao , 00 ,-0 D 0 ' 0.00 CL UU!n OU+= 0 �-1C'6 �.i O —"L O00.--N 770V7 U Q< <.... Z 0 0 Q) 3< E 2 0. 0 O O. E - 00 L0O O t) U OJ U °'� `r u o N W Cn O 00 .-3- H w co) N V y x�cu cn�_< 0 xz�u-� ogl=� cu � E c� Q N N co co ml .rO N r m a 00 F� U 0� OW 02 U. w w0 �z QQ zz �w z�00 00 _w00 Ll'_ LL w < Q LL OMI- Y REVISIONS NO. DATE BY A 0 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/06/2015 CAD FILE: 14-134 AO.4 JOB NUMBER: 14-134 CHECKED: CS DRAWN: STATUS: PERMIT SET EGRESS PLAN DEMOLITION NOTES KEY NOTES 7855 11 LEI' DEMOLITION PLAN SCALE: 1 /8" = V-0" FLOOR PLAN SCALE: 1/8" = V-0" A. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. B. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. C. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. D. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. E. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, F. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. G. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNSPOUTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. H. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. I. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBGCS TO EXISTING CONSTRUCTION PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. J. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOU11ON AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHAD_ BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS, NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. K. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. L 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. M. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DWGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLJ110N REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DWGS. N. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 0. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-Ow. THE GC SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. a EXTEND EXISTING PARTIAL HEIGHT WALL TO DECK ABOVE. a PROVIDE NEW REUTE ASSEMBLY ONLY. EXISTING DOOR TO REMAIN. a REVIEWED FOR CODE COMPLIANCE APPROVEED MAR 2 0 2015 City of Tukw Ia BUILDING DIVISION PLAN NOTES A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH NTH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. D. DIMENSIONS MARKED t MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECTS APPROVAL E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. F. REFER TO SHEET AO.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. L ALL EXISTING AND NEW FLOOR PENETRATIONS FINE PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER do BLOCKING TO BE FIRE TREATED. N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. WALL LEGEND SHADED WALLS INDICATE NEW WORK: EXISTING INTERIOR WALLS, DOORS, RELITES, CABINETS AND SHELVING TO BE REMOVED (SHOWN DASHED), INCLUDING ELECTRICAL ITEMS ATTACHED TO WALLS. REFER TO FLOOR PLAN FOR EXTENT AND DIMENSIONS. RE -USE ITEMS IN EXCELLENT CONDITION, OR RETURN TO OWNER FOR STORAGE. PATCH AND REPAIR. �•ti FULL HEIGHT PARTITION WALLS: 3-5/8" MTL STUDS '25 1 GA.) AT 24" O.C. WITH 5/8" GWB 6" ABOVE GRID. A9.1 BRACE PER DETAIL NEW DOOR. REFER TO KEYS ON PLAN AND SEE DOOR SCHEDULE, SHEET A7.1. DOORS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED A MIN. 4" FROM 100A ADJACENT PERPENDICULAR WALL FINISH. EXISTING CONSTRUCTION TO REMAIN. p FE NEW SEMI RECESSED FIRE EXTINGUISHER CABINET. Pedro A. de Magalhaes Castro I STATE OFWASHINGTON J00 'oO°Nvv�a c 000�-°Nd0 voEvvfE�Z5 6a 00W E�w o (n -0 0 a g1w5 O Oa0 OLaO 016 E C a0.p U 0 E 'v N— N O 0-0 0 °w a25 w- *5>`aNp�°co a c c o a uc'5 vu,. c°c o E �' N c' > 31 . N U 0 N TOvp N O O to 7 2 b, o+ m p E.. > 0 .0 0 0'a g ETpO-`:-08 W. cn FE a2 o°L-Noo >� 2 O m y v ac ° v aZ�= 0° o c E XCJ) 3" .�v0 N w-. 0 0 00- 0— C m y =U1 •O� C—CaiCiW`v Cv'tlNp.n LN�• CL•a°o°0>,= owvvv i U o=vU o¢¢a—Lz mo vu.3¢ E n>>a'a oGV M EV H N C V d ml W =3 C co O OD o F--q tm -:E U H x E N i N U) 2 Uzi "� c0 tLs c a� <Cao Ema E co LO LO 00 0 aE ao OU LO LO •— CNco t d CL 00 H V 1.1.. u— ( < LL L�OLo o MF- REVISIONS NO. DATE BY Al 0 0 A 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/06/2015 CAD FILE: 14-134 A2.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: STATUS: PERMIT SET DEMOLITION PLAN & FLOOR PLAN KEY NOTES 0 REMOVE EXISTING GRID AND LIGHTING. SAVE 2X4 LIGHT FIXTURES FOR RELOCATION. M DEMOLITION CEILING PLAN SCALE: 1 /8" = 1'-0" _71_� -?r� REFLECTED CEILING PLAN Gflp00 SID NO ington State Energy Code' Compliance Forms for Commercial, Group R1, and > 3 story R2 a Project Info Project Address DARWIN'S PET FOOD Date 3/6/2015 350 TRECK DRIVE For Building Department Use TUKWILA, WA 98188 Applicant Name: MAGELLAN ARCHITECTS Applicant Address: 8303 158TH AVE NE. REDMOND. WA 98052 Applicant Phone: 425-885-4300 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Compliance Path O Lighting Power Density Calculations Q Total Building Performance pear (if Total Building Performance then onlyLGT-CHKis required.) Interior Lighting Compliance Option t� Budding Area Method Space -by -space Method Clear Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area orChange of Space Use area complies w dh all applicable provisions as stand alone project ❑ Addition area or Change of Space Use area is combined w th existing building lighting systems to demonstrate compliance w ith all applicable provisions Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing ifopplicable) lighting wattage ofAddition orChange of Use scope. Provide applicable lighting controls per C405.2 and commissioning of li hting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ❑ 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-iNT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing) lighting wattage ofproject scope ❑ Less than 60% of luminaires in space replaced. Provide Space -by space Method (LTG-INT-SPACE) Compliance Form. Document existing total wmttage in space and proposed (including existing) lighting wattage of project scope ❑ Lamp and/orballast replacementw ithin existing luminaires only - ex isting total interior building w attage not increased ❑ New w iring installed to serve added fixtures andlorfatures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancysensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighfing controls per C405.13. Q Space is reconfigured -luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning oflighfing controls per C405.13_ ❑ No changes are being made to the interior lighting and space use not changed. Q EXISTING HEADER TO REMAIN. ❑3 PROVIDE NEW HEADER AT CEILING TRANSITION. MATCH EXISTING CONDITION. n PROVIDE NEW ACT CEILING GRID & TILE TO MATCH OPEN OFFICE 1207. ❑5 PROVIDE NEW ACT CEILING GRID & TILE TO MATCH SUITE STANDARD. © PROVIDE NEW ACT CEILING GRID & TiLE TO MATCH ADJACENT SPACE. CEILING NOTES A. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS. B. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. C. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. D. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TiLES U.O.N. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). E. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. F. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N. MULTIPLE SWITCHES AT ONE LOCA11ON SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.O.N. G. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TiLE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. H. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. I. IN THE EVENT OF DISCREPANCIES BEiWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND LIGHTING PLAN, IMMEDIATELY N01IFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. J. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). K. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. L. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. M. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL. FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES. N. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 0. GC TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). P. GC TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. Q. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. R. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERSEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IME/IBC OR SUPERSEDING CODE. S. PROVIDE EGRESS ILLUMINATION FOR IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. T. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE. CEILING LEGEND EXISTING 2'X4' SUSPENDED CEILING AND GRID TO REMAIN. 9 A9.1 r — — — ;I �' I EXISTING RECESSED 2X4 LIGHT FIXTURE TO BE REMOVED. i L_----J EXISTING RECESSED 2X4 LIGHT FIXTURE TO REMAIN. r;fL RELOCATED RECESSED 2X4 LED LIGHT FIXTURES ® EXISTING PENDANT LIGHT FIXTURE TO REMAIN. 0 EXISTING 6" RECESSED CAN LIGHTS TO REMAIN. 21 NEW OR EXISTING CEILING MOUNTED EXIT SIGNAGE. LEGEND NOTES: 1. LIGHTING INFORMATION IS ILLUSTRATED FOR REFERENCE PURPOSES, ONLY, TO EXPIREDCITY OF TIUKD WILA MAY. 04 2016 MAR 12 2015 PERMIT CENTER A. de Magalhaes Castro STATE OF WASHINGTON U °'°'O �c ooc"coc60 E t-.... 2 mow SOE o S?o Lnq � a y n U y�� do0- a n a> `dca o u a�EB v> om� o 1 o •- LL y CL1 �.O rn: >`ny nF CO o WE Q ccw moo?"on;'ca�n°payio y c o 5 c _ U UI LION AOvpy,O �-° Wn(a d rn o.� y o"-_ Ems.>- o c o v vU� o�•-mac ymoE yam` E-:.2 Xvn�rca o c'cc y,-o °� 0pL-M0O , 02 y 0 ac 00 C N y N C N o> - y E p av'3 7 °v o �� L f•O N _ a O 0a. U �0 -a o yooE wyE 75-6 r�0O,C C C' al In`C01 a= iLy n.. V O° O >�U U y= U p_ y " 0 U ¢¢¢`«z°`odCF<MEoac°iSo. O CV CO E J (—i N O M 00L642� V a. U M1 W ao fA O 00 0„ N v H n 0)__ VC � U o t� CU -=Q y U co = x 5 P� O Z -p N rn S o o �rn E ma E co Q 00 o .-. 00 M1ice- N �. rn M � .5, coo 00 H U 0~ OW OW w0 EL ry J C- �Z QQ ZZ �W Z00 _ Woo U. W UL F Y 0 C:) M F- REVISIONS NO. DATE BY Al A A 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"46" SCALE: AS NOTED PLOT DATE: 03/06/2015 CAD FILE: 14-134 A2.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: PERMIT SET REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" Al PARTITION ISOLATION MOUNT NEOPRENE ISOLATION BUSHING UNDERSIDE OF EXISTING ROOF DECK 6" STEEL RUNNER/ COMPENSATION CHANNEL SUSPENDED ACOUSTICAL TILE (WHERE OCCURS) SEr- E RCP FOR HEIGHT 1/2" RESILIENT CHANNEL INSULATION WHERE OCCURS (PROVIDE ACOUSTICAL SEALANT AT BOTH SIDES) 5/8" GYPSUM BOARD BOTH SIDES U.O.N. 3 1/2" MTL STUD. EA. SIDE, STAGGER 6" STEEL RUNNER ACCOUSTICAL SEALANT FINISH FLOOR NEOPRENE ISOLATION BUSHING PARTITION ISOLATION MOUNT FULL HEIGHT PARTITION SCALE: 3" = V-0" NOTES: 1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM 0 12'-0" O.C. BOTH WAYS WITH (MIN.) NO. 12 GAUGE WIRES PER ASCE 7-10, ASTM C635, ASTM C636 AND ASTM E580. 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL 3. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' O.C. MAXIMUM. 4. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9. 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 7. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS. 8. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING. NON-COMBUSTIBLE STRUT CAPABLE OF RESISTIN( VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. 12 G.A. VERT. HANGER WIRE 0 4'-0" O.C. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE INTERSECTION & SPLAYED 90" FROM E.A. OTHER 12'-0" O.C. IN BOTH DIRECTIONS W/FIRST POINT WITHIN 4'-0" FROM EA. WALL. MAIN RUNNER CROSS TEE a LATERAL FORCE BRACING EMT CONDUIT 1/2" EMT CONDUIT UP TO 5' 10" 3/4" EMT CONDUIT UP TO 7' 8" 1" EMT CONDUIT UP TO 9' 9" METAL STUDS SINGLE 1-5/8" x 33 MIL STUD UP TO 12' 0" BACK-TO-BACK 1-5/8" x 33 MIL STUDS UP TO 15' 0" SINGLE 2-1/2" x 33 MIL STUD UP TO 13' 6" BACK-TO-BACK 2-1/2" x 18 MIL STUDS UP TO 15' 0" NOTE: PLENUM AREAS GREATER THAN 15' 0" HIGH WILL REQUIRE ENGINEERING CALCULATIONS FOR COMPRFSSION STRUTS 12 GA. VERT. WIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER Of TEE PROVIDE 3/4" SPACE 0 OPP. WALL ACOUS. TILE 2" PERIMETER WAS ATTACH MEMBERS PERIMETER & TWO ADJ. WALLS ONLY. © VERTICAL WIRE SPACING ARMSTRONG MAIN BEAM MIN. 3/4" AT UN -ATTACHED WALLS MIN. 2" 8" MAX -ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG MAIN BEAM 'ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE © COMPRESSION POST POP -RIVET THIS SIDE ONLY —FACIA MOLDING PER MANUFACTURER a SEPARATION JOINT CHANNEL MOLDING 12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNEC11ON POINT. 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. DOOR SCHEDULEG�D (S)INGLE GLASS HDWR DOOR FRAME DOOR # SIZE (W x H) VS. REMARKS (P)AIR MATERIAL THICK TYPE MATERIAL TYPE DEPTH TYPE GROUP 205A 3'-0" x 7'-0" S WD 1-3/4" A WD B TEMP. 1 RE -USE DOOR FROM DEMOLITION 209A 3'-0" x 7'-0" S WD 1-314' A WD B TEMP. 1 RE -USE DOOR FROM DEMOLITION SCHEDULE NOTES HANGER ISTRONG V BEAM DOOR TYPE: S-0" 1 RECESSED ARMSTRONG FLUORESCENT FIXTURE CROSS TEE ARMSTRONG G CROSS 11E CROSS TEE MIN. 2" /1 .1 e MIN. 3/4" AT UN -ATTACHED WALLS MAIN STRUCTURAL RUNNER 4'-0" O.C. E] ATTACHED 2" WALL MOLDING FD PERIMETER COMPONENTS © TYPICAL LIGHT FIXTURE BRACING TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS SCALE: N.T.S. A 60' MAX. TYP. 45' 45' FRAME TYPE: 2° 3'-0" 4" S-2" j�kie .fit jCAI �u1t`'p N 00 I B GENERAL SCHEDULE NOTES: k. FIELD VERIFY EXISTING FRAME SIZES. 3. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND; OPENINGS MEETING ALL OF THE FOLLOWING: 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. 3. GLASS AREA GREATER THAN 9 SQUARE FEET. 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET AO.3 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN EXIT DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE EQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE. FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/2" INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR B/S DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. HARDWARE SCHEDULE NOTES: A. GC TO VERIFY THAT ALL (E) HARDWARE (EXISTING TO REMAIN) IS IN GOOD WORKING ORDER, AND MEETS TENANT SPECIFIC REQUIREMENTS. B. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. C. ALL CLOSERS TO BE LOCATED ON INTERIOR OF SPECIFIED ROOM. D. ALL NEW HARDWARE PER B/S STANDARDS AND CODE REQ. G.C. TO ASSESS AND REUSE (E) INVENTORY OF DOORS AND HARDWARE. E. ALL FINISHES TO BE SATIN CHROME OR S.S.. REFER TO FLOOR PLAN FOR RH OR LH SWING. HARDWARE GROUP #1 OFFICE LATCHSET NUMBER DESCRIPTION FlN MANUR 3 PR HINGES 4 1/2" x 4 1/2" B/S B/S 1 EA CYL PASSAGE SET B/S B/S 1 EA B/S Expin MAY 04 2016 ' n NOR jar 4y ,a 1'-4" V-4° 1'-4" 1'-4° 1'-81 1'-0" 16 G CLOSED UPPER PLASTIC LAMINATE CABINETS WITH ADJUSTABLE SHELF. 24" DEEP PLASTIC LAMINATE COUNTERTOP WITH 4" BACKSPLASH. r— CLOSED LOWER PLASTIC LAMINATE CABINETS WITH DRAWERS & ADJUSTABLE SHELF. MEETING #201/OFFICE #207 SCALE: 1 /2" = V-0" RECEIVED CITY OF TUKWILA MAR 1-2 2015 PERMIT CENTER It5!•9 Iro A. de Magalhaes Castro STATE OF WASHINGTON soli r J .... N C c 1 2- 52� O_ mo- vEora ,' go��o?'� .0 c O CL =NN'{B+n 2! ji� N Nj °-13 a.,�cvooaco. c`0 Qcr °v`a.acio"- 0c c•-a� °� n,a°�vv o . 0°;3 ��b _ a N E. O � O� p O N O m pl 0....N-2_E:N>O .00O 0 v8v E ,0 E, _wovE cc cab N FEB v vc coo > N V tll 'D a.-- 8 C O .Z ..-. N N c " N` w E v a.'g °° n o mot.. N J 0 ..�.. O N U/ �`� NwO yuo•E°o0 o°` oN N ��_ a �_= O O TU U N•- o U a¢QI—z `O v :' 3Q E n ac°� v 0. CO COO E. CD C-4 M � O ND OM rn `F E J V� ml U W �' LOCO) cn o 00 F-q f-i x .-r „1 N cn�c U N U o -� c m -1� mlz SooE� CD E ch ,n N � 00 U*) LO— O s a M N 00 {— o U 0 Z Ow O� U. W uw 0 LL J L.J. < :2 i LL. D Z < < z z �W 00 00 00 CD WLjL Li- DOO ME REVISIONS NO. DATE BY Al Z2 0 A A 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/06/2015 CAD FILE: 14-134 A7.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: PERMIT SET SCHEDULES, ELEVATIONS AND DETAILS As A7m 1