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HomeMy WebLinkAboutPermit D16-0071 - SPECTRA - TENANT IMPROVEMENTSPECTRA 17620 W VALLEY HWY D16-0071 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 2523049017 17620 W VALLEY HWY Project Name: SPECTRA DEVELOPMENT PERMIT Permit Number: D16-0071 Issue Date: 4/5/2016 Permit Expires On: 10/2/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TERRENO 17600 WVH LLC 101 MONTGOMERY ST #200 , SAN FRANCISCO, WA, 94104 JESSICA BRADLEY 2505 THIRD AVE, SUITE 324 , SEATTLE, WA, 98121 Phone: (206) 720-7001 BLUECORE LLC Phone: (206) 455-5259 827 NISQUALLY PARK DR SE , OLYMPIA, WA, 98513 BLU ECL*882M U Expiration Date: 7/31/2016 TERRENO 17600 WVH LLC 101 MONTGOMERY ST #200 , SAN FRANCISCO, CA, 94104 DESCRIPTION OF WORK: TENANT ALTERATION CONSISTING OF: EXPASION OF EXISTING OFFICE FOOTPRINT WITH (3) NEW OFFICES. NEW POWER AND COMMUNICATION AT EXISTING OFFICE AND CONFERENCE ROOM, NEW CONDITIONED OFFICE FOOTPRINT CONSTRCUTION TO FOLLOW PRESCRIPTIVE METHOD ENVELOPE COMPLIANCE Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Fees Collected: $991.02 Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: RENTON Sewer District: RENTON SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No 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 does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this develop ermit anda\ agree to__ theyconditions attached to this permit. i Signature: ,\`"'''' \\ Date:�`1 Cys � Print Name: �'� �'� N`�Q `\ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for 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) 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 8: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: 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) 11: 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) 12: 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) 13: 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) 14: 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) 18: 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) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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). 20: 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) 19: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: 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. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: ***BUILDING PERMIT CONDITIONS*** 27: 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. 28: 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. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: 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. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: 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. 33: 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. 34: 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). 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 36: 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. 37: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 38: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM 0603 ROOF/CEILING INSUL 0601 WALL INSULATION CITY OF TUKWl Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perm... No. Project No. o7 Date Application Accepted: Date Application Expires: 9-1-7-1 `C or of' ace use on CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 17620 W Valley Hwy Tenant Name: Spectra PROPERTY OWNER Name: Terreno Address: 101 Montgomery Street, Suite 200 City: San Francisco State: CA Zip: 94104 CONTACT PERSON — person receiving all project communication Name: Jessica Bradley Address: 2505 Third Avenue, Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: (206) 720-2949 Email: jessica@craftarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Architect Name: Kathy Craft Address: 2505 Third Avenue, Suite 324 City: Seattle State: WA Zip: 98121 Address: Email: Kathy@CraftArchitects.com City: Seattle State: WA City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line \2011 Applications\permit Application Revised - 8-9.11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 2523049017 Suite Number: Floor: New Tenant: ❑ Yes j ..No ARCHITECT OF RECORD Company Name: Craft Architects Architect Name: Kathy Craft Address: 2505 Third Avenue, Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: (206) 720-2949 Email: Kathy@CraftArchitects.com ENGINEER OF RECORD Name: Terreno Realty Company Name: DCI Engineers City: San Francisco State: CA Zip: 94104 Engineer Name: Troy Bean Address: 818 Stewart St Ste 1000 City: Seattle State: WA Zip: 98101 Phone: (206) 787-8342 Fax: Email: tbean@dci-engineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Terreno Realty Address: 101 Montgomery Street, Suite 200 City: San Francisco State: CA Zip: 94104 Page 1 of 4 BUILDING PERMIT INFORMATION 6-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Describe the scope of work (please provide detailed information): TENANT ALTERATION CONSISTING OF: EXPANSION OF EXISTING OFFICE FOOTPRINT WITH (3) NEW OFFICES. NEW POWER AND COMMUNICATION AT EXISTING OPEN OFFICE AND CONFERENCE ROOM. NEW CONDITIONED OFFICE FOOTPRINT CONSTRUCTION TO FOLLOW PRESCRIPTIVE METHOD ENVELOPE COMPLIANCE. Existing Building Valuation: $ 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 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: 24 Compact: Handicap: Will there be a change in use? 0 Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes VI No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 19,497 371 0 IIIB B/S-1 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 24 Compact: Handicap: Will there be a change in use? 0 Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes VI No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 [ikBLIC WORKS PERMIT INFOR TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet: Water District ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District VI ...Tukwila 0 ...Sewer Use Certificate O .. Highline ❑...Valley View 0 .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 1' FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 • PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 Intemational Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 3/ 1 0/1(1 Print Name: ri'��-ennedy ' Day Telephone: (206) 720-7001 Mailing Address: 2505 Third Avenue, Suite 324 Seattle WA 98121 H:\Applications\Fonns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $613.82 D16-0071 Address: 17620 W VALLEY HWY Apn: 2523049017 $613.82 DEVELOPMENT $584.80 PERMIT FEE R000.322.100.00.00 0.00 $580.30 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $29.02 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R8104 $29.02 $613.82 Date Paid: Monday, April 04, 2016 Paid By: RON HAMMELL Pay Method: CREDIT CARD 06731E Printed: Monday, April 04, 2016 9:56 AM 1 of 1 jSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R7945 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $377.20 D16-0071 Address: 17620 W VALLEY HWY Apn: 2523049017 $377.20 DEVELOPMENT $377.20 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7945 R000.345.830.00.00 0.00 $377.20 $377.20 Date Paid: Thursday, March 17, 2016 Paid By: CRAFTARCHITECTSPLLC Pay Method: CHECK 007624 Printed: Thursday, March 17, 2016 2:23 PM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit P%(o -'7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Prect ` TypeItsypctioCI _ir Address: 111 (4/, Vct(('- R Date Called. Special Instructions: 4 Date Wanted: S _ 6 ..1/6 a.m. p.m. Re uester. Phones No ., �,� Y --- c Approved per applicable codes. D Corrections required prior to approval. OM M ENTS: (O'r--- cremi_e, inspector: Date5__L REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. czo INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D(6 -0o7( 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro ect: �' Type of I sp ction: g(ck f 1 Ad ress: (76 7e, U)L UR((ey ,v Date Called: 25cod( Special Instructions: (Date 444 Wanted: S --3-(g. a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: / �(l�, ! rib' f -�1 0' 0de, 0 v.2` o{, ( (l/rc' _ t rr, r P i,/.e r --r K, / 25cod( /14(4 -pc e.(-( fr, v --e.,, Ks e_c_., /0,, Inspector: rife. _f6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 7 CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: S Type of Inspection: Ce ( (( , / Ad ress: 7a z i uia((W tfty Date Called: J Special Instructions: CePR Date Wanted:a.m. 11.-11 — (� p.m. Requester: Phone No: Approved per applicable codes. t__.J Corrections required prior to approval. COMMENTS: Inspector: Date: 1,..( 6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (6 INSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. b(6-007( CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: q Type qf inspection: Add ess: (%6 2 ki , Oct(ky HO y Date Called: Special Instructions: ft, c CSS Date Wanted: 1 i if 7---(C a.rn. p.m. Req''eeste( : (.4h ! ( (� Pho- e�No : 't.� .3-- 2-7 7Approved per applicable codes. E Corrections required prior to approval. OM M ENTS: Inspector: Date: Ly ( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 166 INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. Dl6-007 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: 'amu r Add ess: Date Called: Spe ial Instructions: Q i kri, c( rig O q Date Wanted: a.m. 4 --((---(6 p.m. Requester: Phone No: pproved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Type of Inspection: Address: Suite #: / %/ 7� Ill/ V V Contact Person: Special Instructions: / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: — 570r.—( 'r cd,C 7 fSta de"--_ w. // 4 /r,--S%4'� ---/ j - -/.5.., /.sem/(G< fI c1 !Z Zv/ a , (:)/G;-,,. 42• ic., ;-.. c , 7117 1 r --e r Ayv ijF=%- . 4/. % Lr A-A-i✓le // v /6;--e /-e , /A-. t s,/ s/ .- -z J Oro C 1 / & /Cil. ; ..2.2: _ g v / A/.z v..-1. 32-‘,14 .0 U r) X. --/— CD r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:, -5-------l6: �7 S 3 Date: y/Z 7//( Hrs.: / • 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION. RECORD Retain a copy with permit D/12-oo?L PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 5 PeC-fie A Sprinklers: Type of Inspection: Ce;4/eixe- Address: Suite #: / `) % 20 ii #14) tia Contact Person: Special Instructions: i Phone No.: :Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - ()/ Ue c. - 4/6-7.-b -74 . , 7F2.0 A74 7 -,�-, -c ke-Aee 721.tb f fGf' / A -S /--t _ -/ . 72 e ,0,-r€ f /5 20 iysr>c ;7&7. >iv7' s Jr:,I .47;1740-• .. _._ .4-ive Z- „e_ec, 1dL 0, 1 e.0 ‘' —Ateei) 4.K74 f //`49,'�`- Cp -." 1., -,.,7 j /,...�` ." ,,e , -i .4/ ,14.1v s ,04,-, " .4- /fit' --e 4/4.e /2 e,/ ' -~ 7 i i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: !__ Date: .V�,f/? ,% Hrs.: / 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 I•■M1 D C I Ef1GIf1EER5 E Seattle 0 Portland Spokane San Diego cu Austin Irvine San Francisco Anchorage March 16, 2016 Craft Architects Attn: Erin Kennedy 2505 Third Avenue Suite 324 Seattle, WA 98121 Subject: Terreno Spectra TI — False Ceiling Joist Spans Dear Erin: REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2016 City of Tukwila BUILDING DIVISION DCI was tasked with providing false ceiling joists to support insulation and suspended ceiling in an office space located at 17620 West Valley Highway in Tukwila, WA. The false ceiling joists will be cold formed steel channels with flat channels as lateral bracing. The joists will support insulation, ACP ceiling, and miscellaneous electrical/mechanical totaling 11 psf. 600S162-33 @ 24" oc joists may span 10'-0" max with flat 362S137-33 lateral bracing @ 4'-0" oc max. These joists are sized for dead load only and meet L/240 deflection criteria. No additional live load is accounted for. Fy = 33 ksi for 33 mil products. Attach flat bracing with (1) #8 self -tapping screw into each joist top flange, minimum. Thank you for the opportunity to provide engineering services. .7°:7"? Ir Troy E. Bean, P.E., S.E. Principal buroo-71 818 Stewart Street, Suite 1000 RECEIVED CITY OF TUKWILA MAR 17 2016 PERMIT CENTER Seattle, Washington, 98101 Phone (206) 332-1900 Service Innovation Value 1. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address Spectra TI Date 3/18/2016 17620 W Valley Hwy For Building Department Use Tukwila, WA 98188 Applicant Name: Craft Architects Applicant Address: 2505 3rd Ave, Suite 324 Applicant Phone: (206) 720-7001 Project Description n Alteration ■ New Building i Addition ■ Plans Included Lighting Compliance Path Q Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Interior Lighting Compliance Option 0 Building Area Method OO Space -by -space Method Interior Lighting System Description Briefly describe lighting system type and features. . y r 0 1 CODE COMPUA.NCE APP¢. 0tr+7 c% . MAR 2 5 GGiu It 'i I! r. of Tl;flAriLL n ( 1. �'�"70 Additions and Change of Space Use (C101.4.3 & C101.4.4) BUILDING DIVISION 1 El Addition area or Change of Space Use area complies with all applicable provisions as stand alone project area or Change of Space Use area is combined with existing building lighting systems to demonstrate with all applicable provisions Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum and proposed (including existing if applicable) lighting wattage of Addition or Change of Use scope. Provide applicable lighting per C405.2 and commissioning of lighting controls per C405.13. i Addition compliance Provide allowed controls Alterations, Renovations and Repairs (C101.4.3.1) ID 60% or more of luminaires in space replaced Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum and proposed (including existing) lighting wattage of project scope Provide allowed 60% of luminaires in space replaced Space -by -space Method (LTG -INT -SPACE) Compliance Form. Document existing total wattage in space and proposed existing) lighting wattage of project scope • Less than Provide (including ballast replacement within existing luminaires only — existing total interior building wattage not increased • Lamp and/or installed to serve added fixtures and/or fixtures relocated to new circuit applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific controls (C405.2.3), and commissioning of lighting controls per C405.13 • New wiring Provide application lighting panel all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of per C405.13. • New or moved Provide lighting controls reconfigured - luminaires unchanged or moved only all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. • Space is Provide are being made to the interior lighting and space use not changed. rimcO1iaali t•,C1 ■ No changes t� CITY"ti TIJI;��i3IL► MAR 17 2016 PERMIT CENTER • 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space LTG -INT -SPACE 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address Spectra TI Date 3/18/2016 17620 W Valley Hwy For Building Department Use Tukwila, WA 98188 Applicant Name: craft Architects Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) 112, 113, 114 Office - Enclosed 1.11 371 412 Atrium** Enter Height:. Retail Display Allowance from LGT-INT-DISPLAY IIIIIIIIIIIIIIIIIINIIIIIIII * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 371 412 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed 112, 113, 114 2X4 LAY -IN FLUORESCENT LIGHT FIXTURE W/ (2) 28W T-5 6 56 336 Retail Display Lighting from LGT-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 336 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0071 PROJECT NAME: SPECTRA DATE: 03/17/16 SITE ADDRESS: 17620 W VALLEY HWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: it Building Divisi n 116 A� /PAW Public Wo ks MA MO 2\4 Fire Prevention Structural 14 00- 00 1I Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: u APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/19/16 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 BLUECORE, LLC Home Espanol Contact Safety & Health 0 Washington State Department of Labor & industries Page 1 of 2 Search L&I A -Z Inc Claims & Insurance Workplace Rights BLUECORE, LLC Owner or tradesperson Principals HAMMELL, RONALD A., MANAGER HAMMELL, YUTTA M, AGENT Doing business as BLUECORE, LLC WA UBI No. 603 214 912 827 NISQUALLY PARK DR SE OLYMPIA, WA 98513 206-455-5259 THURSTON County Business type Limited Liability Company Governing persons RONALD A HAMMELL YUTTA M HAMMELL; 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. BLUECL*882MU Effective — expiration 07/31/2012— 07/31/2016 Bond Wesco Insurance Co Bond account no. 46WB001831 Received by L&I 07/31/2012 $12,000.00 Effective date 07/30/2012 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603214912&LIC=BLUECL* 882MU&SAW= 4/5/2016 ABBREVIATIONS V 0 1 ft AB AC A/C ACP ACT ADH ADJ AF AFF AHJ AL ALT ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR POUND PENNY. PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL CEILING PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ACCESS FLOOR AT/ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION ALUMINUM ALTERNATE AP ACCESS PANEL APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BOARD BETW BETWEEN BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING BOT BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CB CBU CEM CER CFM CFT cG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CORR CPT CT CTR CY DBL DEPT DF DIA DIAG DIM DIsP DN DR DTL DWR DS DW DWG EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EQ EQUIP EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FF FIN FL FLG CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER CUBIC YARD DOUBLE DEPARTMENT DRINKING FOUNTAIN(W/O COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FLUOR FM FOC FOF FOIC F010 FOS Fs FT FTG FTIC FTIO FURR FUT FUTURE - RIO GA GALV GB GC GL GLB GND CR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH BDC EC FC G HM N NCL NSUL NT PC JAN JT, KIT KO KS LAm LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MEZZ MFR MH MIN MIR MISC MLD MRGWB MTD MTL MULL N NIC NO NOM# NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL PLAM PLYWD PNL PRT FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATION/ AIR CONDITIONING HOT WATER HEATER NTERNATIONAL BUILDING CODE NSIDE DIAMETER/ DIMENSION NTERNATIONAL ELECTRIC CODE COUNCIL NTERNATIONAL FIRE CODE NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR NTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MEZZANINE. MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GWB MOUNTED METAL MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PSF PSI PT PTD PTD/R PTN PTR PVMT PAINT SYSTEM POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE PAVEMENT QT QUARRY TILE RA RAD R&S RB RCP RD RD/0 REBAR REF REFR REINF REQ'D REV RH RESIL RM RO RT RUB RW RWL RISER RETURN AIR RADIUS ROD & SHELF RESILIENT BASE REFLECTED CEILING PLAN ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAND OR ROBE HOOK RESILIENT ROOM ROUGH OPENING RESILIENT TILE RUBBER RAIN WATER RAIN WATER LEADER S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHD SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SHTG SHEATHING SIM SIMILAR SNK SINK SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL SSK SERVICE SINK ST STONE/STONE TILE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD TB TOWEL BAR T&B TOP & BOTTOM TG TEMPERED GLASS THK THICK TIG TEMPERED INSULATED GLAZING TO TOP OF TOC TOP OF CONCRETE TOP TOP OF PAVEMENT TOS TOP OF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TS TUBULAR STEEL TV TELEVISION TYP TYPICAL UL UNF UON UR VAR VCT VERT VEST VIN VWC W/ W/O WC WD WF WG WHSE WP WR WSCT WT XFMR YD UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WAREHOUSE WATER PROOF WATER RESISTANT WAINSCOT WEIGHT TRANSFORMER YARD SYMBOLS 1078 WT • COLUMN UNE/GRID LINE DOOR/RELITE NUMBER CORRESPONDS TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL OR ENLARGED PLAN DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES V(NDO A WINDOW SYMBOL INTERIOR ELEVATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLED ROOM IDENTIFICATION TITLE2 TITLES ROOM NAME ROOM #- ROOM NO. +8'-6" 78 71 FINISHED CEILING HEIGHT PROPERTY LINE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9'-0" DENOTES CHANGE IN ELEVATION 7'-0" FINISH SYMBOL 1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SINS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" 0.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS". THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE CF THE FOLLOWING: (A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY. 18. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. PROJECT DIRECTORY ARCHITECT/CONTACT: OWNER: TENANT: GENERAL CONTRACTOR: STRUCTURAL ENGINEER: :tvI NTS CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 BLUECORE, LLC 827 NISQUALLY PARK DRIVE SE OLYMPIA, WA 98513-9655 SPECTRA CONTRACT FLOORING 17620 W VALLEY HWY TUKWILA, WA 98188 TBD DCI ENGINEERS 818 STEWART ST SUITE 1000 SEATTLE, WA 98101 CINITY MAP CONTACT: PHONE: EMAIL: CONTACT: PHONE: EMAIL: JESSICA BRADLEY (206) 720-7001 JESSICA@CRAFTARCH ITECTS.COM RON HAMMELL (206) 455-5259 RONH@BLUECORELLC.COM CONTACT: N/A PHONE: EMAIL: CONTACT: TBD PHONE: EMAIL: CONTACT: PHONE: EMAIL: AARON MILLER (206)787-8342 AMILLER®DCI-ENGINEERS.COM APPROVED BY: Initials Date "cihvilIT h Kt..i;e1'. D FOR Zvi ochanicai 'Elect ical tun bing as Piping City of Tukwila BOLDING DIVISION IDSITE/BUILDING PLAN NTS AREA OF WORK TAX PARCEL # 2523049017 LEGAL DESCRIPTION S 329.85 FT OF GL 7 LY BET PST & P R/W & CO RD LESS ST HWY CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2012 IEBC 2012 IBC 2012 IPC 2012 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2012 IECC REGULATIONS & ORDINANCES 2012 WASHINGTON STATE AMENDMENTS 2012 WASHINGTON STATE ENERGY & VENTILATION CODE ZONING DISTRICT: EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: FLOOR AREAS: OFFICE (EXISTING/NEW) (B) WAREHOUSE (EXISTING) (S-1) TOTAL FLOOR AREA: C/LI B (OFFICE)/S-1 (WAREHOUSE) III -B FULLY SPRINKLERED 5,622 SQ FT 13,875 SQ FT 19,497 SQ FT PLUMBING FIXTURE REO'S PROJECT DESCRIPTION TENANT ALTERATION CONSISTING OF: EXPANSION OF EXISTING OFFICE FOOTPRINT WITH (3) NEW OFFICES. NEW POWER AND COMMUNICATION AT EXISTING OPEN OFFICE AND CONFERENCE ROOM. NEW CONDITIONED OFFICE FOOTPRINT CONSTRUCTION TO FOLLOW PRESCRIPTIVE METHOD ENVELOPE COMPLIANCE. INDEX OF DRAWINGS HU- COPY arch! t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. craftarch itects.com T1.1 GENERAL INFORMATION AND SITE PLAN CON ULTAdT T1.2 ACCESSIBILITY GUIDELINES Plan review :ppro+9 Is subject to errors !Inc ,. c< 3. A0.1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A2.1 FLOOR & REFLECTED CEILING PLAN pproval Of canstr.i ii n documents coh'.K t :: ? _ ,_ ..:J i :._' 3 A6.1 DOOR & FINISH SCHEDULES/WALL TYPES the violation of any adopted coda cg otdinctr:::`. :. • i,pt ,. of approvr��i i=ip ► Copy and �r��i�,:; i..,.a:::i,::,� y::�:odo . By PARKING REQUIREMENT 5,622 SQ FT OFFICE ® 3/1,000 13,875 SQ FT WAREHOUSE © 1/2000 TOTAL STALLS REQUIRED ACCESSIBLE STALLS REQUIRED TOTAL STALLS PROVIDED ACCESSIBLE STALLS PROVIDED 17 STALLS 7 STALLS 24 STALLS 1 STALLS 24 STALLS 1 STALLS City o1 '1 olciviia BUILDING DTVI'"` SEPARATE PERMIT SUBMITTALS ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM, AND SPRINKLER. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER ATTACHED WSEC SPREADSHEET ENERGY REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE ENERGY REQUIREMENTS. NEW CONDITIONED OFFICE FOOTPRINT CONSTRUCTION TO FOLLOW PRESCRIPTIVE METHOD ENVELOPE COMPLIANCE. NOTE: PLUMBING FIXTURES ARE EXISTING; SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES AND DOES NOT INCREASE FIXTURE REQUIREMENTS. THE FOLLOWING CALCULATIONS ARE TO DEMONSTRATE EXISTING CONDITIONS COMPLIANCE. PLUMBING SUMMARY OCCUPANCY WATER CLOSETS LAVATORIES USE LOAD RATIO MALE FEMALE UNISEX RATIO MALE FEMALE UNISEX DF RATIO OFFICE (B) 57 1 PER 25 FIRST 50; THEN 1 PER 50 EXCEEDING 50 29/1.2 REQ 29/1.2 REQ 1 PER 40 FIRST 80; THEN 1 PER 80 EXCEEDING 80 29/.73 REQ 29/.73 REQ WAREHOUSE (S) SUBTOTALS 28 REQUIRED TOTALS 1 PER 100 14/.14 REQ 1.4 2 14/.14 REQ 1.4 - 2 1 PER 100 14/.14 REQ .87 1 14/.14 REQ .87 1 1 FOR ANY OCCUPANCY EXCEEDING 30 FOR THE FIRST 150 OCCUPANTS; 1 ADDITIONAL FOR EACH 500 OCCUPANTS 1 TOTAL PROVIDED 2 2 1 1 RECEIV O CITY OF TUKWILA MAR 17 2016 PERMIT CENTER REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: flevi2 cns will raquira a n: w plan submittal [an.1 ma71'"..,udo c^.'..dftional plan revise.,, oc7 f.,� 1 btkoo7 1 7052 REGISTERED ARCHITECT KM CRAFT STATE OF ' SHIINGT. Submittals/Revisions: 03/Ii:/16 FOR PERMIT Sheet Title: GENERAL INFORMATION AND SITE PLAN Date: Design: 3/4/16 Drawn: Project No: Approved: 16-024 Building No: Sheet No: T1.1 COPYRIGHT CRAFT ARCHITECTS 2016 REVIEWED FOR C, E COMPLIANCE APPROVED MAR 2 5 2016 12.P. Lill. wi I e I. 's a BUILDING DIVISION Sheet Title: GENERAL INFORMATION AND SITE PLAN Date: Design: 3/4/16 Drawn: Project No: Approved: 16-024 Building No: Sheet No: T1.1 COPYRIGHT CRAFT ARCHITECTS 2016 302/303 FLOOR SURFACES & CHANGES IN LEVEL, ANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL) A. Changes in level up to 1/4" may be vertical and without edge treatment B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2. ANSI/ ICC A. Detail A117.1 302.2 - CARPET Carpet provided on a floor surface shall be securely attached; have a firm pad or backing, or no pad; and have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Maximum pile thickness shall be 1/2". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. ANSI/ICC A117.1 302.3 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2" wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 305 CLEAR FLOOR SPA ANSI/ICC A117.1 305.2 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 307 PROTRUDING SECTS (REFERENCE DETAILS) ANSI/ICC A117.1 307 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 27"-80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27"-80" above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. EAR WIDT. ANY AMOUNT .Detail 308 & 309 REACH RANGES AND OPERABLE PARIS ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL) A. Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >24" deep must have 36" clear floor width. B. Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >15" deep must have 60" clear floor width. C. Obstructed front approach, 20" max depth - 48" max. A.F.F. forward reach D. Obstructed front approach, >20"-25" max depth - 44" max. A.F.F. forward reach E. Obstructed side approach, 10" max depth and 34" max height obstruction, 48" max. A.F.F. side reach F. Obstructed side approach, >10"-24" max depth and 34" max height obstruction, 46" max. A.F.F. side reach G. Electrical & communication system receptacles shall be mounted no less than 15" above the floor. ANSI/ICC A117.1 309 - OPERABLE PARTS Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5.OIbs maximum. 403 ACCESSIBLE ROUTE - WALKING SURFACES IBC 1104 - LOCATION A. At least one accessible route shall be provided from public transportation stops, accessible parking and loading zones, and public streets or sidewalks to the accessible building entrance. B. Pedestrian route connections shall be clearly demarked where it crosses drive aisles. Method of demarkation shall match existing in shopping center painted striping. ANSI/ICC A117.1 403.5 - CLEAR WIDTH A. The minimum clear width shall be 32" at a point for a max. length of 24" and 36" continuously, per Table below. IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For of travel, the minimum clear width shall be 44". exterior routes ANSI/ICC A117.1 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60"x60" shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is 60" ANSI/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 RUMS ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI/ICC A117.1 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, with the door open 90'. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & 0" beside strike edge (12" 0 strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or 54" min. width; 42" min. beside strike edge Hinge side approach push side - 42" min. width & 22" min. beside hinge edge (48"min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54"min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48"min. width if door has a closer) ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 404 DOORS continued ANSI/ICC A. ANSI/ICC A. A117.1 404.2.6 - DOOR HARDWARE Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides. 3. Hardware required for accessible door passage shall be mounted between 34" and 48" above finished floor. A117.1 404.2.7.1 - 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 minimum. ANSI/ICC A117.1 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open a door shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged, sliding or folding door: 10.0 Ib. max. b. Interior hinged doors: 5.0 Ib. max. c. Interior sliding or folding doors: 5.0 Ib. max. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. 406 CURB PS ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10 If x Is less than 48" Then The Slope Of The Flare Sides Shall Not Exceed 1:12 k Adjoining Slope Shall 7 Not Exceed 1:20 Flared side Standard Curb Ramp Adjoining Slope Shall Not Exceed 1:20 1:10 Max. slope Ramp (1:12 Max. Slope) Shall Have Detectable Wamings and contrasting color. 36" Min. Curb Rama Parallel to Curb 1:12 Max. slope Detail Location of Typical Parking 7TAccess Aisle 502/503 PARKING AND PASSENGER LOADING ZONES continued ANSI/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designated. B. Characters and symbols on such signs shall be located 60" minimum above the Y ground. ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A. A117.1 503 - PASSENGER LOADING ZONE Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up space, then a curb ramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:48 in all directions. GALVANIZED MOUNTING BOLTS PRE-MANUF. SIGN 4 DIA. STEEL POST W/ CAP FINISH GRADE Detail If.QIE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDITIONAL SIGN 'VAN ACCESSIBLE MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE. 602 DRINKING FOUNTAINS ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A. A117.1 602.2 - CLEAR FLOOR SPACE A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI/ICC A117.1 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI/ ICC A117.1 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI/ICC A. Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If Sloe is 1:20 or Jess nq contrasting color or texture is required ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have retumed curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI/ICC A117.1 406.11 - ISLANDS A. My raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected by the crossings. 410 PLATFORM UFIS ANSI/ICC A117.1 410.1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A. ANSI/ICC A. ANSI/ICC A. A117.1 410.2 - LIFT ENTRY Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall comply with Section 410.2.2. A117.1 410.2.1 - DOORS AND GATES Doors and gates shall be low energy power operated doors or gates complying with Section 404.3. Doors shall remain open for 20 seconds minimum. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Exception: Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. A117.1 410.2.2 - RAMPS End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces of platform lifts shall comply with Section 302 ANSI/ICC A. A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE The clearance between the platform sill and the edge of any runway landing shall be 1 1/4 inch maximum ANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARKING AND PASSENGER LOADING zQNE ANSI/ICC A117.1 502 - PARKING SPACES A. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces shall be 132" minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisle is 96" minimum in width. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. C. Surface slope shall not exceed 1:48 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) A117.1 602.6 - WATER FLOW Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. r L 5"MAX,15"MIN 1 Forward App oach 603 TOILET ANSI/ICC A117.1 603.2.2 - DOORS A. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however, the only turning space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 604 WATER CLOSETS & TOILET COMPARTMENTS ANSI/ICC A117.1 604.3 - CLEARANCES A. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60" minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56" minimum in depth, measured perpendicular from the rear wall. (Reference Detail) B. No door swings are allowed in clear floor area. ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to return to a lifted position. ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor. 1. Side wall horizontal: 42' in length minimum, 12" max from rear wall, extending 54" min. from rear wall 2. Side wall vertical: 18" in length minimum, bottom of bar located 39" min/41" max. above the floor, centerline 39" min/41" max from rear wall 3. Back wall: 36" in length minimum, extend from centerline of water closet 12" min. on side closest to the wall, 24" min. on transfer side. ANSI/ICC A117.1 604.6 - FLUSH CONTROLS A. Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Hand operated flush controls shall comply with Section 309. IBC with WA STATE AMENDMENTS 1101.2.8 - FLUSH CONTROLS A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44". 604 WATER CLOSETS &TOILET R'S continued ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser is located above the grab bar, the outlet of the dispenser shall be located 24" min -36" max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24" min -42" max from the rear wall. The outlet of the dispenser shall be 18"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS A. Wheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. Side Wall Grab Bar for Water Closet Locate flush controls on wide aide Rear Wall Grab Bar for Water Closet Protruding Dispenser Protruding Dispenser Below Grab Bar 605 - URINALS Above Grab Bar Recessed Dispenser ANSI/ICC A117.1 605 - URINALS A. Accessible urinals shall comply with Section 605. ANSI ICC A117.1 / 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 131" from the wall. ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS L. 48" MIN. Detail 606 LAVATORIES ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI/ICC A117.1 606 - DEPTH A. Each sink shall be a maximum of 6-1/2" deep. clear I floor {_space 19" 48" Min. Detail 7" Mi ANSI/ICC A117.1 6C6.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC A117.1 6C6.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ib. C. Lever -operated, push -type, and electronically controlled mechanisms are examples acceptable designs. D. If self-closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI/ICC A117.1 6C3.6 - OPERABLE PARTS A. Operable Farts an towel dispensers and hand dryers shall comply with Table below. Maximum MINIMUM SEGMENT LENGTH SEGMENT WIDTH less than or equal to: 24 32" greater than: 24" 36' IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For of travel, the minimum clear width shall be 44". exterior routes ANSI/ICC A117.1 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60"x60" shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is 60" ANSI/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 RUMS ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI/ICC A117.1 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, with the door open 90'. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & 0" beside strike edge (12" 0 strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or 54" min. width; 42" min. beside strike edge Hinge side approach push side - 42" min. width & 22" min. beside hinge edge (48"min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54"min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48"min. width if door has a closer) ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 404 DOORS continued ANSI/ICC A. ANSI/ICC A. A117.1 404.2.6 - DOOR HARDWARE Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides. 3. Hardware required for accessible door passage shall be mounted between 34" and 48" above finished floor. A117.1 404.2.7.1 - 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 minimum. ANSI/ICC A117.1 404.2.7.2 - SPRING HINGES A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE A. The maximum force for pushing or pulling open a door shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged, sliding or folding door: 10.0 Ib. max. b. Interior hinged doors: 5.0 Ib. max. c. Interior sliding or folding doors: 5.0 Ib. max. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. 406 CURB PS ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10 If x Is less than 48" Then The Slope Of The Flare Sides Shall Not Exceed 1:12 k Adjoining Slope Shall 7 Not Exceed 1:20 Flared side Standard Curb Ramp Adjoining Slope Shall Not Exceed 1:20 1:10 Max. slope Ramp (1:12 Max. Slope) Shall Have Detectable Wamings and contrasting color. 36" Min. Curb Rama Parallel to Curb 1:12 Max. slope Detail Location of Typical Parking 7TAccess Aisle 502/503 PARKING AND PASSENGER LOADING ZONES continued ANSI/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessible spaces must be designated. B. Characters and symbols on such signs shall be located 60" minimum above the Y ground. ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE A. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. ANSI/ICC A. A117.1 503 - PASSENGER LOADING ZONE Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up space, then a curb ramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:48 in all directions. GALVANIZED MOUNTING BOLTS PRE-MANUF. SIGN 4 DIA. STEEL POST W/ CAP FINISH GRADE Detail If.QIE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDITIONAL SIGN 'VAN ACCESSIBLE MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE. 602 DRINKING FOUNTAINS ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A. A117.1 602.2 - CLEAR FLOOR SPACE A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI/ICC A117.1 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI/ ICC A117.1 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI/ICC A. Ramps (1:12 Max. Slope) Shall Have Detectable Warnings and contrasting color. Note : If Sloe is 1:20 or Jess nq contrasting color or texture is required ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have retumed curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI/ICC A117.1 406.11 - ISLANDS A. My raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected by the crossings. 410 PLATFORM UFIS ANSI/ICC A117.1 410.1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A. ANSI/ICC A. ANSI/ICC A. A117.1 410.2 - LIFT ENTRY Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall comply with Section 410.2.2. A117.1 410.2.1 - DOORS AND GATES Doors and gates shall be low energy power operated doors or gates complying with Section 404.3. Doors shall remain open for 20 seconds minimum. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Exception: Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. A117.1 410.2.2 - RAMPS End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces of platform lifts shall comply with Section 302 ANSI/ICC A. A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE The clearance between the platform sill and the edge of any runway landing shall be 1 1/4 inch maximum ANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. 502/503 PARKING AND PASSENGER LOADING zQNE ANSI/ICC A117.1 502 - PARKING SPACES A. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces shall be 132" minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisle is 96" minimum in width. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. C. Surface slope shall not exceed 1:48 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) A117.1 602.6 - WATER FLOW Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain. r L 5"MAX,15"MIN 1 Forward App oach 603 TOILET ANSI/ICC A117.1 603.2.2 - DOORS A. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however, the only turning space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. 604 WATER CLOSETS & TOILET COMPARTMENTS ANSI/ICC A117.1 604.3 - CLEARANCES A. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closet shall be 60" minimum in width, measured perpendicular from the sidewall. Clearance around the water closet shall be 56" minimum in depth, measured perpendicular from the rear wall. (Reference Detail) B. No door swings are allowed in clear floor area. ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to return to a lifted position. ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor. 1. Side wall horizontal: 42' in length minimum, 12" max from rear wall, extending 54" min. from rear wall 2. Side wall vertical: 18" in length minimum, bottom of bar located 39" min/41" max. above the floor, centerline 39" min/41" max from rear wall 3. Back wall: 36" in length minimum, extend from centerline of water closet 12" min. on side closest to the wall, 24" min. on transfer side. ANSI/ICC A117.1 604.6 - FLUSH CONTROLS A. Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Hand operated flush controls shall comply with Section 309. IBC with WA STATE AMENDMENTS 1101.2.8 - FLUSH CONTROLS A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 44". 604 WATER CLOSETS &TOILET R'S continued ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser is located above the grab bar, the outlet of the dispenser shall be located 24" min -36" max from the rear wall. Where the dispenser is located below the grab bar, the outlet of the dispenser shall be located 24" min -42" max from the rear wall. The outlet of the dispenser shall be 18"-48" maximum A.F.F. 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS A. Wheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. Side Wall Grab Bar for Water Closet Locate flush controls on wide aide Rear Wall Grab Bar for Water Closet Protruding Dispenser Protruding Dispenser Below Grab Bar 605 - URINALS Above Grab Bar Recessed Dispenser ANSI/ICC A117.1 605 - URINALS A. Accessible urinals shall comply with Section 605. ANSI ICC A117.1 / 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 131" from the wall. ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS L. 48" MIN. Detail 606 LAVATORIES ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wide minimum, and 19" deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI/ICC A117.1 606 - DEPTH A. Each sink shall be a maximum of 6-1/2" deep. clear I floor {_space 19" 48" Min. Detail 7" Mi ANSI/ICC A117.1 6C6.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC A117.1 6C6.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 Ib. C. Lever -operated, push -type, and electronically controlled mechanisms are examples acceptable designs. D. If self-closing valves are used the faucet shall remain open for 10 seconds minimum. ANSI/ICC A117.1 6C3.6 - OPERABLE PARTS A. Operable Farts an towel dispensers and hand dryers shall comply with Table below. Maximum 0.5' 2' 5' 6' 9" 11" Reach Depth Maximum Reach Height 48' 46" 42" 40' 36" 34 609 GRAB BARS ANSI/ICC A117.1 609.3.2 - SIZE AND SPACING A. Diameter or width of gripping surface shall be 1-1/4" to 2", or the shape shall provide an equivalent gripping surface. 1. The space between grab bars and adjacent walls shall be 1-1/2" ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTH A. Grab bars and mounting devices shall meet the following requirements: 609.8 Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener mounting device, or supporting structure. 1. Shear stress induced by application of 250 Ib. shall be Tess than allowable shear stress for material used. e . If connection betweengrab barandmounting mo ntin bracket 9 is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 2. Shear force induced in a fastener or mounting device from application of 250 Ib. shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 3. Tensile force induced in a fastener by a direct tension force of 250 Ib. plus the maximum moment from the application of 250 Ib. shall be less than the allowable withdrawal load between the fastener and the supporting structure. 609.6 Grab bars shall not rotate within their fittings. ANSI/ICC A117.1 609.5 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. MAME ANSI/ICC A117.1 702.1 - GENERAL A. When required, visual alarms shall be provided in each of the following areas, as a minimum: rest rooms and any other general usage areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use. Accessible audible and visible alarms and notification appliances shall be installed in accordance with NFPA 72. NFPA 72 - AUDIBLE ALARMS A. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least 15 dba or exceeds any maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder. B. Sound levels for alarm signals shall not exceed 120 dba. NFPA 72 - VISUAL ALARMS A. Visual alarm signal appliances shall be integrated into the building or facility alarm system. If single station audible alarms are provided then single station visual alarm signals shall be provided. Visual Alarm appliances shall have the following features: 1. The lamp shall be a xenon strobe type or equivalent. 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two-tenths of one second with a maximum duty cycle of 40%. (The pulse duration is defined as the time interval between initial and final points of 10% of max signal) 4. The intensity shall be a minimum of 75 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz 6. Thea appliance shall beplaced 80" above the v highest floor level within the space or 6" below the ceiling, whichever is lower. a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the ceiling. 7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane). 8. No place in common corridors or hallways shall be more than 50' from the signal. MEMO WHERE APPLICABLE A. Signs which designate permanent rooms and spaces shall comply with the requirements listed below for: 1. Raised and Braille Characters, and Pictograms 2. Finish and Contrast Exception: Employee name signs are not required to comply. WHERE APPLICABLE A. Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for: 1. Character Proportion 2. Character Height 3. Finish and Contrast Exception: Building directories, menus, and all other signs which are temporary are not required to comply. WHERE APPLICABLE (REFERENCE DETAIL) A. Element and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: 1. Parking spaces designated as reserved for persons with disabilities. 2. Accessible passenger loading zones. 3. Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not all are accessible. ANSI/ICC A117.1 703.2.4 - CHARACTER HEIGHT (REFERENCE DETAIL) Height: The uppecase letter "r shall be used to determine the allowable height of all characters of a font and shall be a minimum of " and 2" maximum. EXCEPTION: Where separate tactile and visual characters with the same information are provided, the height of the tactile upper case letter "P shall be permitted to be I" minimum. ANSI/ICC A117.1 703.2.5 - CHARACTER WIDTH A. Width: The uppercase letter "0" shall be used to determine the allowable width of all characters of a font, and shall be 55% min. and 110% max. of the height of the uppercase "r of the font. OVERHEAD SIGNS A. Characters and numbers on overhead signs shall be sized according to the viewing distance from which they are to be read. 1. For signs higher than 70" A.F.F., character size shall be 2" minimum plus " per foot of viewing distance above 15 feet. 2. The minimum height is measured using an upper case letter "r. 3. Lower case letters are permitted. ANSI/ICC A117.1 703.3-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMS A. Raised characters shall comply with section 703.3 and shall be duplicated in braille complying with section 703.4. B. Letter and numerals shall be raised 1/32", upper case, sans serif and shall be accompanied by grade 2 Braille. 1. Raised character height: r minimum to 3" plus ,j" per foot of viewing distance above 21 feet. 2. Braille shall be contracted (grade 2); shall be located below title corresponding text. 3. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. 4. The border dimension of the pictogram shall be 6" min. in height. ANSI/ICC A117.1 703.3.12 - FINISH AND CONTRAST A. Characters and their background shall have a nonglare finish. Characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. ANSI/ICC A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL) of A. Characters and their background shall have a nonglare finish. Characters shall contrast with their background, with either light characters on a dark background, or dark characters on a light background. B. Where a tactile sign is mounted next to a door, it shall be placed to the latch side of the door wherever possible. Where a tactile sign is placed adjacent a double door, the sign shall be to the right hand door. If there is no wall space to the right, signs shall be placed on the nearest adjacent wall. Exception: Door mounted signs shall be permitted on the push side on the doors with closers and without hold open devices. C. Raised characters shall be 48" minimum above the floor, measured to the baseline of the lowest raised character and 60" maximum above the floor, measured to the baseline of the highest raised character. D. Mounting location for such signage shall be so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. IBC with WA STATE AMENDMENTS 1101.2.9 - INTERNATIONAL SYMBOL OF ACCESSIBILITY A. Where the International Symbol of Accessibility is required, it shall be proportioned complying with ANSI/ICC A117.1 Figure 703.6.3.1. All interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background. .711122 ccritinued International Symbol of Accessibility Detail z LAJ 0 CO COo Light switch Thermostats, Etc. }•v• •E• • • Letter & numbers on signs shall have a width to height ratio of between 3:5 & 1:1 and a stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shall be raised 1/32", upper case,sans serif or simple serif type shall be p accompanied with grade 2 Braille, raised characters shall be at least 5/8" - 3" high plus 1/8" per foot of viewing distance above 21 feet. Detail 8" MAX Data' Convenience Outlets Data, Tel., Etc. 707 AUTOMATIC TELLER WHINES ANSI/ICC A117.1 707.2 CLEAR FLOOR SPACE A. Floor space shall comply with ANSI/ICC A117.1 305 to allow a forward, parallel approach or both. ANSI/ICC A117.1 707.3 OPERABLE PARTS A. Operable parts shall be placed within one or more of the reach ranges specified in ANSI/ICC A117.1 section 309, summarized earlier in this sheet. 804 KITCHENS AND KTrCHENERES ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREEZER Combination refrigerators and freezers shall have at least 50% of the freezer compartment shelves, including the bottom of the freezer 54 inches (1370mm) maximum above the floor when the shelves are installed at the maximum heights possible in the compartment. A clear floor space, positioned for a parallel approach to the space dedicated to a refrigerator/freezer, shall be provided. The centerline of the clear floor space shall be offset 24 inches (610 mm) maximum from the centerline of the dedicated space. 902 DINING SURFACES & WORK SURFACES ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACE A. A clear floor space complying with Section 305, positioned for a forward approach, shall be provided. Knee and toe clearance complying with Section 306 shall be provided. ANSI/ICC A117.1 902.4- HEIGHT A. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor. 903 BENCHES ANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACE A. a clear floor space complying with section 305, positioned for parallel approach to the bench seat shall be provided. ANSI/ICC A117.1 903.3- SIZE A. Benches shall have seats 42" minimum in length and 20" minimum and 24" maximum in depth. ANSI/ICC A117.1 903.4 - BACK SUPPORT A. The bench shall provide for back support or shall be fixed to a wall. Back support shall be 42" minimum in length and shall extend from a point 2" maximum above the seat surface to a point 18" above the seat surface. .905 STORAGE ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACE A clear floor space complying with Section 305 shall be provided. ANSI/ICC A117.1 905.3 - HEIGHT Accessible storage elements shall comply with at least one of the reach ranges specified in Section 308. ANSI/ICC A117.1 905.4 - OPERABLE PARTS Operable parts of storage facilities shall comply with Section 309. RECEW&& CITY OF TUKW@LA MAR 17 2016 PERMIT CENTER THIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. IT CONTAINS SELECTIONS FROM THE CURRENT ACCESSIBILITY REFERENCED STANDARDS (2012 IBC CHAPTER 11 WITH WA STATE AMENDMENTS AND ANSI/ICC A117.1), BUT IS NOT INTENDED TO BE A COMPLETE OR EXHAUSTIVE COPY OF THE CURRENT ACCESSIBILITY STANDARDS. arch i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com nc rn Er J >1 > 44( EL NCO N CONSULTANT 7052 REGISTERED ARCHITECT KA CIIRAFT STAT HIRIi101LOI • Submittals/Revisions: 03/'17/16 FOR PERMIT . REVIEWED FOR CODE GOit' APPROVED MAR 25 2116 [3!JII-PIACCEELINES Sheet Title: Date: Design: 3/4/16 Drawn: Project No: Approved: 16-024 Building No: Sheet No: T1.2 COPYRIGHT CRAFT ARCHITECTS 2016 120 -0" / 60'-0" / 60'-0" f 1 1 1 EXIT 1 I 1 1 1 1 1 WAREHOUSE 150 TRAVEL DISTANCE: 140'-5" 4 1 1 108 1 120 Ip 2 TRAVEL DISTANCE: 145'-9" LIBRARY 106 i I N_ cal RECEPTION 101 tiI .I WAITING HALL 126 77 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN 1 /16" = 1'-O" GENERAL NOTES: 1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 - 308 (48" MAX). CABINET SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINET(S) 75 -FOOT MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (1) 2A EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. EGRESS CODE SUMMARY A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1016.2) MAX. TRAVEL DISTANCE S-1 OCCUPANCY: 250' (TABLE 1016.2) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1014.3) OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.2) OFFICE - B (EXISTING/NEW) WAREHOUSE - S (EXISTING) 5,622 SQ FT / 100 = 56 13,875 SQ FT / 500 = 28 TOTAL = 84 EXIT REQUIREMENTS: (SEC. 1021 TABLE 1021.1 & 1021.2) NUMBER REQ'D NUMBER PROVIDED OFFICE 2 2 WAREHOUSE 1 1 LEGEND: EXIT EXISTING PARTITION TO REMAIN NEW PARTITION arch' tects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax wwwcrafts rc h ite cts . co m INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION OF EXISTING. ADD NEW WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED TACTILE EXIT SIGN, ADJACENT TO DOOR PER 703/T1.2. ADD NEW WHERE NOT EXISTING. DIRECTION OF TRAVEL PATH OF EGRESS 41/1:///--- START POINT COMMON PATH OF TRAVEL TERMINATION POINT KEY NOTES: O 1. EXISTING ACCESSIBLE ENTRANCE/EXIT 2. EXISTING TENANT DEMISING WALL 3. EXISTING COLUMN 4. EXISTING DOCK -HIGH OVERHEAD DOOR, TYP. 5. NEW CONDITIONED OFFICE SPACE. 6. EXISTING CONDITIONED OFFICE SPACE. 7. EXISTING SEMI -HEATED WAREHOUSE SPACE. 8. EXISTING PARKING STALLS TO REMAIN. b1rOO7' RECEIVED CITY OF TUKWILA SPECTRA TI CONSULTANT 7052 REGISTERED ARCHITECT STATE M. CRAFT ASHt GTON Submittals/Revisions: 03/17/16 FOR PERMIT ARCHITECTURAL SITE/EGRESS PLAN Date: 3/4/16 Design: MAR 17 2016 Drawn: PERMIT CENTER Project No: Approved: 16-024 Building No: Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2016 RE'\ MED FOR CODE COMPLIANCE A P P P. "pl( P Im ,-, d City of Tukwila :'.UIL .)ii' 4 %i°viSION Sheet- ...,.,—.�„_,�,, ,. ARCHITECTURAL SITE/EGRESS PLAN Date: 3/4/16 Design: MAR 17 2016 Drawn: PERMIT CENTER Project No: Approved: 16-024 Building No: Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2016 DESIGN BUILD NOTES: PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN -BUILD. NEW LIGHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. IBC 1006.1 - ILLUMINATION REQUIREMENT 1. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. B. IBC 1006.2 - ILLUMINATION LEVEL 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. C. IBC 1006.3 - ILLUMINATION EMERGENCY POWER 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT DISCHARGE, INCLUDING INTERIOR EXIT STAIRWAYS & RAMPS. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR -TO -CEILING PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING SERVING THAT AREA. THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THEIR STATUS. C405.2.1.2 LIGHT REDUCTION CONTROLS. LIGHT REDUCTION CONTROLS NEED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: 2. AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE. 3. CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC LOBBIES, ELECTRICAL OR MECHANICAL ROOMS. 6. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. C405.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY SENSORS. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR -TO- CEILING HEIGHT PARTITIONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. C405.2.2.3 DAYLIGHT ZONE CONTROL. DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION C405.2.2.3.2. EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED 2,500 SQUARE FEET (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS (I.E.,NORTH, EAST, SOUTH, WEST). THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET (4572 MM) FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. CONTROL SHALL: 1. CONTROL ONLY LUMINAIRES WITHIN THE DAYLIT AREA. 2. INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. C405.2.2.3.2 AUTOMATIC DAYLIGHTING CONTROLS. SETPOINT AND OTHER CONTROLS FOR CALIBRATING THE LIGHTING CONTROL DEVICE SHALL BE READILY ACCESSIBLE. DAYLIGHTING CONTROLS DEVICE SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT -SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER OF GENERAL LIGHTING IN THE DAYLIT ZONE CONTINUOUSLY TO LESS THAN 20 PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. 2. STEPPED DIMMING USING MULTI-LEVEL SWITCHING AND DAYLIGHT -SENSING CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY. THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP IS NO GREATER THAN 35 PERCENT OF DESIGN POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE SYSTEM OFF. C408.3.1 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, CONTROLS, DAMPERS, DUCTING, COMMISSIONING; TO FULLY COMPLY WITH THE PROVISIONS OF WSEC SECTION C403. D. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51-52) E. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 IN THE 2012 INTERNATIONAL MECHANICAL CODE. THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3 IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 4. NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. 5. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. 60'-0" FOMMMAi •• NEW OFFICE: 112 NEW OFFICE 113 N >< OFFICE >< 114:; +9'-0" +9'-0° 60'-0" 11 REFLECTED CEILING PLAN 1/8" = 1'-0" ± 11'-10 1/2" 11'-7" SIM WAREHOUSE 150 ELECTRICAL 110 OPEN OFFICE 111 CONFERENCE 115 OFFICE OFFICE OFFICE OFFICE 119 118 OFFICE OFFICE OFFICE HALL 122 OFFICE LIBRARY 106 WOMEN'S HALL 126 OFFICE RECEPTION 101 WAITING C CONFERENCE FIRST FLOOR PLAN 1/8" = 1'-0" b in • GENERAL NOTES: 1. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS. TYPICAL THROUGHOUT. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, TYPICAL UON. 3. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. 4. ALL NEW PARTITIONS TO BE WALL TYPE ❑1 UON, SEE SHEET A8.1 FOR WALL TYPES. 5. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. 6. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 7. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 8. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 9. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 10. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS. 11. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 12. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. SEE ALSO A0.1 FOR WAREHOUSE POWER/DATA. 13. ALL SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE WHITE IN COLOR, UON. DEVICES WHICH OCCUR IN STAINED MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR. ALL EXISTING BEIGE SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. 14. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER. NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS/BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTALLATION. COORDINATE POWER, VOICE/DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDOR, TYP. 15. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15" ABOVE FLOOR UON. 16. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. 17. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, CFS JOIST #8 SCREW 20 GA MIN METAL TAB FOR ACP WIRE, 100# CAPACITY, MIN 12 GA WIRE, MIN (LIGHT FIXTURE OR SUSPENDED GRID SYSTEM SUPPORT) CEILING ATTACHMENT 3 5/8" X 20 GA CONT BRACING CO 48"OC AT TOP FLANGE TO CEILING JOISTS ATTACH BRACING WITH (2) # FRAMING SCREWS, TYP FALSE CEILING JOIST Cn' BRACE FRAMING AT CEILING 3" = 1 -0 GENERAL NOTES, CON'T: OR SIMILAR ELEMENTS, UON. 18. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, UON: GANG COVER PLATES SHALL BE ONE-PIECE TYPE UON. 19. ALL EXISTING ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. POWER & COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS. REUSE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. 20. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 21. BEFORE STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCTIONS AND CEILING FIXTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE INDICATED, OR IF THERE ARE ANY CONFLICTS OR DISCREPANCIES, CONTRACTOR SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY PART OF THE CEILING WORK OR RELATED WORK. 22. REWORK EXISTING FIRE, LIFE, SAFETY SYSTEM AS REQUIRED PER NEW WALL LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING RECOMMENDED SUB -CONTRACTOR. 23. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 24. LOCATE ALL LIGHT FIXTURES, SPEAKERS, LIFE -SAFETY DEVICES, ETC., IN STRAIGHT LINES AND IN CENTER OF CEILING TILES, U.O.N. 25. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. 26. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE AREAS. DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS, UNLESS APPROVED BY ARCHITECT. 27. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. 28. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN 8" ABOVE LINE OF HIGHEST FINISHED CEILING. 29. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 30. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SWITCH PLATE. 31. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO DOOR OPENINGS, DO NOT INSTALL IN CENTER OF WALL. ARCHITECT AND CLIENT TO APPROVE ALL LOCATIONS. 32. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS 33. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME TEMPERATURE, UON. 34. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON. 35. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEILING ELEMENT IN 24" PORTION OF 48" CEILING TILE, TYPICAL UON. 36. SEE 4/A2.1 FOR CEILING GRID AND LIGHT FIXTURE ATTACHMENT TO FALSE CEILING FRAMING. LEGEND: EXIT EXIT 0 D +X' -)C 14# OS EXISTING PARTITION TO REMAIN NEW PARTITION INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED NEW 2X4 LAY -IN FLUORESCENT LIGHT, (IC RATED), WITH ACRYLIC LENS, (2) T-5 LAMPS PER FIXTURE TO MATCH EXISTING SUSPENDED ACOUSTIC CEILING TILE AND GRID TO MATCH EXISTING EXISTING CEILING TO REMAIN INDICATES CEILING HEIGHT ABOVE FINISHED FLOOR WALL MOUNTED DUPLEX OUTLET: WALL MOUNTED VOICE/DATA PORT - (2) VOICE/(2) DATA IN SINGLE GANG BOX, UON OCCUPANT SENSING AUTOMATIC CONTROL CEILING MOUNTED DUPLEX OUTLET AND VOICE/DATA PORT C b16oo71 KEY NOTES: O 1. POWER/COMM IN EXISTING PARTIAL HEIGHT AND WAREHOUSE WALLS TO BE DEMOLISHED. 2. POWER/COMM FOR WALL MOUNTED TV 3. POWER/COMM FOR CEILING MOUNTED PROJECTOR; CENTER IN ROOM. 4. DEMOLISH OPENING IN EXISTING PARTITION TO FIT NEW DOOR. 5. INFILL TO MATCH EXISTING ADJACENT. 6. EXISTING DOOR, FRAME AND HARDWARE TO REMAIN; NEW PAINT. 7. JOIST SPAN DIRECTION. 8. 3 5/8" X 20 GA METAL STUD JOISTS BRACING INSTALLED @ 48" O.C. LAPPING OVER FALSE CEILING FRAMING JOISTS AT ENTIRE OFFICE AREA. SEE 3/A2.1. RECEIVED CITY OF TUKWLA MAR 17 2016 PERMIT CENTER C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. c rafts rch ite cts . co m SPECTRA TI 17620 W VALLEY HWY •• •• Zi50) CONSULTANT 7052 EGISTEREP ARCHITECT ^� iA STATT E% CRAFT TO Submittals/Revisions: 1 ti\ 03/17/16 FOR PERMIT -FLOOR PLAN Sheet Title: Date: Design: 3/4/16 Drawn: Project No: Approved: 16-024 Building No: Sheet No: A2.1 COPYRIGHT CRAFT ARCHITECTS 2016 REVIEWED FOR CODE COMPLIANCE i \/ APPROVED 1 C•iiikA '<:' J 1.016 1 City of Tukwila 1 BI..IILL. L iiiVIOION -FLOOR PLAN Sheet Title: Date: Design: 3/4/16 Drawn: Project No: Approved: 16-024 Building No: Sheet No: A2.1 COPYRIGHT CRAFT ARCHITECTS 2016 J—: "Tr Virile7- OFFICE 1 1' WHSE • CONTINUOUS BATT INSULATION ENTIRELY ABOVE DECK (TYPICAL). PIN WIRE OR STRING TO TOP OF FRAMING IN ZIG—ZAG PATTERN TO KEEP INSULATION FROM SAGGING. 1 1/2"x 1 1/2"x 3 1/4" LONG, MIN X 16 GA CLIP W/ (2) #8 SCREWS THRU JOIST WEB AND THRU TRACK, TYPICAL. TRACK TO MATCH JOIST DEPTH AND MIL. W/ (3) #8 SCREWS TO EACH WALL STUD, TYP. 600S162-33 20 GA, © 24" OC WITH 10' MAX SPAN SUSPENDED ACOUSTICAL CEILING, HUNG FROM FALSE ROOF DECK — NOT DESIGNED FOR ANY LIVE LOADING 5/8" 'TYPE X' GWB, FIRETAPED ONLY ON WAREHOUSE SIDE — FINISH AS SCHEDULED ON OFFICE SIDE, OVER 6" x 1-5/8", 25 GA MTL. STUD FRAMING ® 24" OC MAX 1/2" DEFLECTION (L240) W/ R-21 BATT INSULATION W/ R10 CONTINUOUS RIGID INSULATION AND FSK -25 VAPOR BARRIER WHERE EXPOSED AND AT WARM WALLS MTL STUD RUNNER ATTACHED TO EXST CONC SLAB W/ 5/32" DIA LOW—VELOCITY POWER—DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN, 24" OC OFFICE DEMISING WALL 3 INT. DOOR HEAD 3" = 1'-0" \A/ Q DOOR AND TRIM WALL TYPE AS SCHEDULED STEEL RUNNER BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED DOOR AND TRIM (� DOOR AND TRIM DOOR FLOOR FINISH MATL SAME ON BOTH SIDES OF OPENING RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE CONCRETE SLAB DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE CARPET/CARPET TILE SILL/FLOOR TRANSITION 3" = 1'-0" ADJACENT TENANT EXISTINUA WALL FURRING 9 R .0 CONTINUOUS BATT INSULATION ENTIRELY :OVE DECK (TYPICAL). PIN WIRE OR STRING TO TOP OF FRAMING IN ZIG—ZAG PATTERN TO KEEP INSULATION FROM SAGGING. 1 1/2"x 1 1/2"x 3 1/4" LONG, MIN X 16 GA CLIP W/ (2) #8 SCREWS THRU JOIST WEB AND THRU TRACK, TYPICAL, TRACK TO MATCH JOIST DEPTH AND MIL. W/ (3) #8 SCREWS TO EACH WALL STUD, TYP. 600S162-33 20 GA, CO 24" OC WITH 10' MAX SPAN REMOVE GWB AND INFILL WITH R-13 BATT INSULATION TO CEILING INSULATION AT EXISTING WALL 5/8" 'TYPE X' GWB OVER 3-5/8" x 1-5/8" 20 GA. METAL STUD FURRING ® 24" 0.C. W/ R-13 BATT INSULATION. TOP AND BOTTOM TRACK ATTACHED TO EXISITNG WOOD OR METAL WALL FRAMING WITH #8 SCREWS. SUSPENDED ACOUSTICAL CEILING, HUNG FROM FALSE ROOF DECK — NOT DESIGNED FOR ANY LIVE LOADING METAL STUD RUNNER ATTACHED TO EXISTING CONC. SLAB W/ 5/32" DIA. LOW—VELOCITY POWER—DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN., 18" O.C. STRUCTURE/FALSE ROOF DECK ABOVE HILTI X—ZF2OTHP w/ V MAX EMBEDMENT 2 — #10 SELF—TAPPING SCREWS 0.5 �5 2 BRACE: 8" METAL STUD OR 3/4" DIA RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. ALTERNATE (180') DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE / MarMBHM iir� �im�e�uuumuammumiureOwl OFFICE GWB OVER 3-5/8" x 1-5/8", 25 GA MTL STUD FRAMING ® 24" OC WITH SOUND BAIT INSULATION 1 F CE 00.4 01110111 01101 SPACE BRACE AT 8'-0" OC ALTERNATE DIRECTION (180') EVERY BRACE OR PER LOCAL JURISDICTION SOUND BATT INSULATION ABOVE CEILING SCREW TO TRACK WITH (2) #10 SELF—TAPPING SCREWS NOTCH CEILING TILE AS REQ'D PROVIDE AT ALL PARTITIONS "L" METAL TRIM AT TOP OF WALL, TYP SUSPENDED ACOUSTICAL CEILING (ATTACHED TO STRUCTURE ABOVE) METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32" DIA LOW—VELOCITY POWER—DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS INTERIOR PARTITION INT. DOOR JAMB 3" = 1'-0" WALL TYPE AS SCHEDULED 20 GA. STEEL STUD BUILDING STANDARD FRAME DOOR SILENCERS OR SMOKE SEAL DOOR AS SCHEDULED DOOR AND TRIM CARPET OVER PAD. IF CARPET TILE (1/4") OR WALK—OFF MAT (5/8") — FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION — REFER ALSO TO GENERAL NOTES DOOR AND TRIM DOOR 3/8"x1-1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB TILE CONCRETE SLAB OR RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP TILE DOOR/RELITE SCHEDULE OPENINGS FRAMES DETAILS REMARKS NO. TYPE W x H THKIRE MATL GL INSUL R G HDW FIN TYPE MATL FIN HD JAMB SILL 100 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. A EXIST. EXIST. EXIST. EXIST. — — — GWB 112 F 3'-0" X 7'-0" 1 3/4" WD — — — B PAINT 1 HM PAINT 7/A6.1 2/A6.1 6/A6.1 PT -1 ACP EXIST. EXIST. EXIST. EXIST. i EXIST. EXIST. EXIST. A EXIST. EXIST. EXIST. EXIST. — — — GWB 126 DOOR/RECITE TYPES: FRAME TYPES: PER DOOR SCHEDULE PER DOOR SCHEDULE F (FLUSH) PER SCHEDULE PER SCHEDULE DOOR SCHEDULE NOTES: 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404, AS SUMMARIZED ON T1.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH, CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCKS & LATCHES. 4. NEW DOORS (INTERIOR) TO BE PAINT GRADE WOOD AND FINISHED TO MATCH EXISTING ADJACENT. NEW INTERIOR DOOR FRAMES TO BE HOLLOW METAL AND FINISHED TO MATCH EXISTING ADJACENT. 5. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM. 6. NEW DOOR HARDWARE TO MATCH EXISTING ADJACENT: CYLINDRICAL. DOOR HARDWARE NOTES TYPE A: TYPE B: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND ADJUST EXISTING HINGES AND CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404), NEW WEATHERSTRIPPING OFFICE TYPE LOCKSET FINISH SPECIFICATIONS FLOOR FINISHES: FLOOR FINISH TO BE CPT -1, UON CARPET, BROADLOOM BY TENANT CPT 1 WALL FINISHES: WALL FINISH TO BE PT -1, UON PT 1 PAINT (GENERAL) TO MATCH EXISTING ADJACENT WALL BASE: WALL BASE TO BE B-1, UON 8 1 4" BASE BY TENANT ROOM FINISH GENERAL NOTES: 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW—CUT AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT -1, UON. 3. RUBBER BASE, B-1 THROUGHOUT, UON. 4. CARPET, CPT -1 THROUGHOUT, UON. 5. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 6. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 7. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 8. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE. 9. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. 10. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. 11. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UON. SEE ALSO TRANSITION DETAILS THIS SHEET. 12. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 13. FIRETAPE ONLY ON WAREHOUSE SIDE. OF OFFICE TI. 14. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE—DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. bi(o%- Or I RECEIVED CITY Ca:..a"LiMILA MAR 17 2016 PERMIT CENTER AMNPWWW architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com ao < (3) H a� a W EL oCD rel T CONSULTANT STATE ON 11 Submittals/Revisions: 03/1/16 FOR PERMIT REVIEWED FOR r;Onr cOMPL.IA ICE APPROVED MAE; 2016 City of Tukwila f 'UII..DINU l..�i`!e`ISiON " ------"DOOR AND FINISH Sheet Title: SCHEDULES Date: Design: 3/4/16 Drawn: Project No: Approved: 16-024 Building No: Sheet No: A6.1 COPYRIGHT CRAFT ARCHITECTS 2016 ROOM FINISH SCHEDULE ROOM NO. NAME FLOOR BASE WALLS CEILING REMARKS MTL FIN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL FIN MTL FIN MTL FIN 112 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP ±9'-0" AFF B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP ±9'-0" AFF 113 OFFICE EXIST CPT -1 114 OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -1 GWB PT -1 GWB PT -1 ACP f9'-0" AFF FINISH SPECIFICATIONS FLOOR FINISHES: FLOOR FINISH TO BE CPT -1, UON CARPET, BROADLOOM BY TENANT CPT 1 WALL FINISHES: WALL FINISH TO BE PT -1, UON PT 1 PAINT (GENERAL) TO MATCH EXISTING ADJACENT WALL BASE: WALL BASE TO BE B-1, UON 8 1 4" BASE BY TENANT ROOM FINISH GENERAL NOTES: 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW—CUT AND PATCHED. 2. ALL WALLS (EXISTING AND NEW) TO BE PT -1, UON. 3. RUBBER BASE, B-1 THROUGHOUT, UON. 4. CARPET, CPT -1 THROUGHOUT, UON. 5. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID SPECIFICATIONS. 6. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX PAINT WITH EGGSHELL FINISH. 7. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 8. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE. 9. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES. 10. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO MATCH ADJACENT WALL SURFACE. 11. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UON. SEE ALSO TRANSITION DETAILS THIS SHEET. 12. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 13. FIRETAPE ONLY ON WAREHOUSE SIDE. OF OFFICE TI. 14. ALL FINISH MATERIALS SHALL MEET THE CLASS C FLAME SPREAD INDEX OF 76-200 AND SMOKE—DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. bi(o%- Or I RECEIVED CITY Ca:..a"LiMILA MAR 17 2016 PERMIT CENTER AMNPWWW architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com ao < (3) H a� a W EL oCD rel T CONSULTANT STATE ON 11 Submittals/Revisions: 03/1/16 FOR PERMIT REVIEWED FOR r;Onr cOMPL.IA ICE APPROVED MAE; 2016 City of Tukwila f 'UII..DINU l..�i`!e`ISiON " ------"DOOR AND FINISH Sheet Title: SCHEDULES Date: Design: 3/4/16 Drawn: Project No: Approved: 16-024 Building No: Sheet No: A6.1 COPYRIGHT CRAFT ARCHITECTS 2016