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HomeMy WebLinkAboutPermit D17-0305 - VACATION OWNERSHIP SALES - TENANT IMPROVEMENTVACATION OWNERSHIP SALES 200 ANDOVER PARK E 017-0305 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223100099 Permit Number: 200 ANDOVER PARK E 5 Project Name: VACATION OWNERSHIP SALES Issue Date: Permit Expires On: D17-0305 12/11/2017 6/9/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: MERDIAN PACIFIC PARTNERS LL 7918 GREEN LAKE DR N , SEATTLE, WA, 98103 THERESA GREEN Phone: (425) 830-3245 16198 SE 48 DR , BELLEVUE, WA, 98006 PANTHEON CONCEPTS LLC Phone: (253) 376-6807 3521 OAKMONT ST NE , TACOMA, WA, 98422 PANTHCLOO1MR Expiration Date: 3/24/2019 TONY ZAHRAN 14240 INTERURBAN AVE S , TUKWILA, WA, 98188 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT, CONSTRUCTION AND INSTALLATION OF NEW PARTITITOMS, DOORS, WINDOWS, RELOCATION OF FIXTURES, DATA/COMM/ELECT & FINISHES, ALONG WITH ADJUSTING THE LOCATION OF EXISTING MECHANICAL REGISTERS AND LIGHTING FIXTURES TO ACCOMODATE THE NEW TENANT. Project Valuation: $35,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,350.30 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load:: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension. Water Meter: No Permit Center Authorized Si nature: jC//ftL/LC/ Jt 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 development permit and a ree to the conditions attached to this permit. Signature: �� Print Name: ( This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg)shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s)are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 4: The total number of fire extinguishers required for 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: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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 1010.1.9.1) 10: 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 1018.1) 11: 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). 14: 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) 12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: 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) 15: 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) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 18: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 19: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 22: ***BUILDING PERMIT CONDITIONS*** 23: 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. 24: 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. 25: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 26: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 27: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 28: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 29: 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. 30: 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). 31: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 32: 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. 33: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b—.- 030. C Project No. Date Application Accepted: Date Application Expires: 11--(1-4 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 022310-0099 Site Address: Andover Plaza - 200 Andover Park East Suite Number: 5 Floor: 1 Tenant Name: Vacation Ownership Sales PROPERTY OWNER Name: Meridian Pacific Partners, LLC c/o Ironwood( Address: 7918 Green Lake Drive N City: Seattle State: WA Zip: 98103 CONTACT PERSON — person receiving all project communication Name: Same as Architect Address: 3521 Oakmont Street NE City: Tacoma State: WA Zip: 98422 Address: Contr Reg No.: PANTHCL001 MR Exp Date: Tukwila Business License No.: City: State: Zip: Phone: Fax: City: Email: Zip: Phone: GENERAL CONTRACTOR INFORMATION Company Name: Pantheon Concepts, LLC Address: 3521 Oakmont Street NE City: Tacoma State: WA Zip: 98422 Phone: (253) 376-6807 Fax: Contr Reg No.: PANTHCL001 MR Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ® Yes ❑..No ARCHITECT OF RECORD Name: ` ri,tik f -z7644 Company Name: Theresa K Greene, Architect, PLLC Architect Name: Theresa Greene pctl 5 Address: 16198 SE 48th Drive Engineer Name: City: Bellevue State: WA Zip: 98006 Phone: (425) 830-3245 Fax: Email: tg.architect@comcast.net City: ENGINEER OF RECORD Name: ` ri,tik f -z7644 Company Name: pctl 5 City: • State: tae Wia i L- 1A1 A- Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ` ri,tik f -z7644 Address: 14-2 410 ( MMttA 1t6Ati pctl 5 City: • State: tae Wia i L- 1A1 A- Zip TS' 1(4R Page 1 of 4 Or' BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 35,000 Existing Building Valuation: $ 4,682,800 Describe the scope of work (please provide detailed information): The scope of work includes (interior only): Construction and installation of new partitions, doors, windows, relocation of fixtures, data/comm/elect & finishes, along with adjusting the locations of existing mechanical registers and lighting fixtures to accommodate the new tenant. Will there be new rack storage? 0 Yes j.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 121 Sprinklers al 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 J No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.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 ]S` Floor 32,186 2,925 0 0 V—B B 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 121 Sprinklers al 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 J No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): None Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for Tess than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Hannless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage 0 ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization 0 ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...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 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docz Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES1. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER HORIZED AGE'; Signature: .. 1./ / Print Name: sa Greene Mailing Address: 16198 SE 48th Drive H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Date: 11/09/2017 Day Telephone: (425) 830-3245 Bellevue WA 98006 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,350.30 D17-0305 Address: 200 ANDOVER PARK E 5 Apn: 0223100099 $1,350.30 Credit Card Fee $39.33 Credit Card Fee I R000.369.908.00.00 0.00 $39.33 DEVELOPMENT $1,272.54 PERMIT FEE R000.322.100.00.00 0.00 $768.51 PLAN CHECK FEE R000.345.830.00.00 0.00 $499.53 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $38.43 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12763 R000.322.900.04.00 0.00 $38.43 $1,350.30 Date Paid: Thursday, November 09, 2017 Paid By: JAMES ZAHRAN Pay Method: CREDIT CARD 08942G Printed: Thursday, November 09, 2017 1:40 PM 1 of 1 CISYSTEMS INSPECTION RECORD Retain a copy with permit DI -7-6.35 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Vile—KW otot05cti, 51-1Z5 Type of Inspection: pJ/LD/TV - f /NkL Address: 2eP 444 951/0° /3 %c J - Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: st Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: o - 601 --Diff G. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D17 - 0965 PERMIT NO. Project: v11(4-7760 ov i 5J -1P fL1:5. Type of Inspection: gote e y tiafrAl °- Address: 2400 MoOverA PSK Date Called: Special Instructions:Date 4'414-4610✓Cf 06.8-7 G Wanted: C — 2548 a.m. P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 8K - 1eti 664 YY LiG/fT Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Di 7-0305 Project: VAC6770,N adiiKR5///j'L�S Type of Inspection: flevilni N 6 Address: 2c6 ANDDVV'/Z ?ARK E Date Called: Special Instructions: C Date Wanted: a.m �> 1 p.m. Requester: ..)1 An Phone No: 20(0- &(1 -2377 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 4/ Inspector: Date: 2-22/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)17-O30V /0-F- Z Z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Or-L*0in bwIti.erii, Type of Inspection: — 6A44( Address:V Suite #: o 6 - Contact Person: Special Instructions: Special Permits: Phone No.: K Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ai 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: ., Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A' -i/ Date: l ipW/g Hrs.: ,, / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: s Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 C Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not Project Title: VACATION OWNERSHIP SALES TI Date 11/6/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use require a password to use. Instructional and Company Name: THERESA K. GREENE, ARCHITECT, PLLC �-^ r' Company Address: 16198 SE 48TH DRIVE, BELLEVUE, WA 98006 calculating cells Applicant Name: THERESA GREENEL -- are write- protected. 5-" Applicant Phone: 425-830-324 Applicant Email: tg.architect@comcast.net Project Description ❑ New Building 0 Addition 0 Alteration 0 Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable ❑ provisions as a stand alone new construction project Refer to Section C502.2.6 for additional requirements. Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance 0 ❑ Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50% or more of existing are replaced ❑ ■ ■ Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a Less than 50% of existing are replaced 0 0 ❑ Lamp and/or ballast replacement only — existing total wattage not increased ❑ ❑ ❑ combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total fixtures are replaced in others, then LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed provide separate lighting power Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. compliance forms for the two retrofit conditions. Spaces undergoing the same u Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the type of retrofit may be combined into one total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting lighting power compliance form. Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total Refer to Section C503.6 for additional requirements. installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be New wiring installed to serve added commissioned per C408.3. fixtures and/or fixtures relocated to new circuit(s) El 0 0 New or moved lighting panel ❑ 0 0 Interior space is reconfigured - luminaires unchanged or relocated only ■ New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting No changes are being made to controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. the interior or exterior lighting New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. • s • ndconfisledraf re not Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application lighting C405.2.5 do to reconfigured EVI�a " FORS� specific control provisions per not apply spaces. hPi,d'�CIIJ'S U Existing interior lighting systems in areas under -going a change in space use are upgraded to APPROVED comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). ni r o Nil i Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. City of Tukwila BUILDING. 1 7 0 30 5 RECEIVED CITY OF TUKWILA NOV 0 9 2011 PERMIT CENTER Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Auoust 2016 Project Title: VACATION OWNERSHIP SALES TI Date 11/6/2017 Interior Lighting System Description EXISTING FIXTURES RELOCATED. SEE SHEET A1.2 EXISTING FLUORESCENT BULBS TO BE REPLACED WITH LED IN EXISTING BALLASTS Interior Lighting Power Allowance Method ❑ Building Area Method El Space -by -space Method Select method used in project. Interior Lighting Controls 0 All C405.2.1 - C405.2.8 Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 0 Q C405.2 thru C405.5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting 0 Exterior Lighting System Description NO MODIFICATIONS TO EXTERIOR LIGHTING Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Auoust 2016 Project Title: VACATION OWNERSHIP SALES TI Date 11/6/2017 Calculation Area NOS 9 0 O Addition - O Addition stand alone + existing 0 Spaces where < 50% of 0 Spaces where i 50% of 0 luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type ® Standard 0 Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE' 8 Location (plan #, room #) Space Type Ceiling Height NOTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) A1.2 Office: Open plan 8' Suspended Indirect/Direct Fixture (6) F32T8-LED Retrofit (14.5W per bulb) 1283 0.780 1001 A1.2 Office: Enclosed 2 620 0.890 552 A1.2 Storage room 3 291 0.500 146 A1.2 Restroom: all other 225 0. 780 176 A1.2 Lobby: all other 506 0. 720 364 _ Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total AreaI Retail Display 2925 LTG -INT -DISPLAY Allowed Watts Allowance from 2238 Proposed Lighting Wattage NOTE 3 Location (plan #, room #) Fixture Description NOTE 4, 5, 6 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed A1.2 2'X4' Recessed or Surface Mounted Lensed Troffer: (3) 32T8- LED Retrofit (14.5W per bulb) 8 32 256 A1.2 Recessed Can Downlight: (1)15W LED 7 15 105 Al 2 8' Suspended Indirect/Direct Fixture (6) F32T8-LED Retrofit (14.5W per bulb) 19 88 1672 A1.2 4' Suspended Indirect/Direct Fixture (3) F32T8-LED Retrofit (14.5W per bulb) 2 44 88 A1.2 Universal Exit Sign: 3W LED 4 3 12 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 2133 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided Date: To: RE: TG 1 ARCHITECT commercial & residential architecture PLAN REVIEW CORRECTIONS - BUILDING SERVICES DIVISION - November 28, 2017 Rachelle Ripley, Permit Technician Allen Johannessen, Building Plans Reviewer 6300 Southcenter Blvd, Ste #100 Tukwila, WA 98188 Tel: (206) 431-3670 Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0305 VACATION OWNERSHIP SALES - 200 ANDOVER PARK E BUILDING REVIEW NOTE RESPONSES: RECEIVED CITY OF TUKWILA NOV 2 9 2017 PERMIT CENTER 1. The occupant load factor calculation provided is based on a B occupancy 100:1. However, the accumulative load factor of 15:1 areas without fixed seating shall apply for the waiting area. This will have an increase of the occupant load. Provide revised occupant load breakdown for this tenant with the total of the different occupied spaces. (IBC 1004.1.2 & TABLE 1004.1.2) Response: Occupant Load information updated on sheets A0.1 and A1.1. 2. With the occupant load over 30, a wheelchair compliant drinking fountain shall be required. Bottle filling stations or similar are only permitted to be substituted for up to 50 percent of the required drinking fountains. Show an ADA compliant drinking fountain. (IBC 2902.5.1 & 2902.5.4.2 WS Amendments) Response: Drinking fountain now proposed between restrooms on sheetA1.1, spec, installation requirements and clearances on detail 4/A2.2. 3. Each plan sheet shall have the architect stamp and signature the date of that signature. Provide new sheets with dated signature. Response: Signature date has been added to each sheet. We've clouded all changes on the affected sheets and are resubmitting two (2) 24"x36" sets in their entirety for your review and approval. Please call or e-mail if you have any questions or need any additional information. Thank you, Theresa Greene I Architect Distribution: E-mailed PDF copy to client File Page 1 of 1 17-42_city comment response_171128.docx CORRECTION LTR#�- CP) 16198 SE 48th Drive I Bellevue, WA 98006 1425.830.3245 tg.archltect@comcast.net 1 www.tkgarchitect.com City of Tukwila Department of Community Development November 21, 2017 THERESA GREEN 16198 SE 48 DR BELLEVUE, WA 98006 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 17-0305 VACATION OWNERSHIP SALES 200 ANDOVER PARK E Dear THERESA GREEN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The occupant load factor calculation provided is based on a B occupancy 100:1. However, the accumulative load factor of 15:1 areas without fixed seating shall apply for the waiting area. This will have an increase of the occupant load. Provide revised occupant load breakdown for this tenant with the total of the different occupied spaces. (IBC 1004.1.2 & TABLE 1004.1.2) 2. With the occupant load over 30, a wheelchair compliant drinking fountain shall be required. Bottle filling stations or similar are only permitted to be substituted for up to 50 percent of the required drinking fountains. Show an ADA compliant drinking fountain. (IBC 2902.5.1 & 2902.5.4.2 WS Amendments) 3. Each plan sheet shall have the architect stamp and signature the date of that signature. Paovide new sheets with dated signature. See General Information note above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resuu..1lttal, a 'Revision Submittal Sheet' must accomi every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, YIVVV) Rachelle Ripley Permit Technician File No. D17-0305 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ��RMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0305 DATE: 12/01/17 PROJECT NAME: VACATION OWNERSHIP SALES TI SITE ADDRESS: 200 ANDOVER PARK E, STE 5 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A-5 Auk, 12s-'7 Building Division Fire Prevention Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 12/05/17 Not Applicable ❑ Structural Review Required (no approval/review'required) REVIEWERcS INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 01/02/18 ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) Notation: -1-`1 (ie: Zoning Issues) REVIEWERcS INITIALS: DATE: [Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT CORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0305 DATE: 11/09/17 PROJECT NAME: VACATION OWNERSHIP SALES SITE ADDRESS: 200 ANDOVER PARK E - BUILDING 5 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 1; CO- �M ��11 Building Division qtly u 1110\11 Public Works -I 4M PMC' 11\14411 Fire Prevention Structural tA0 N - ►��ti� 1 Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/14/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/12/17 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: ;Permit Center Use Only CORRECTION LETTER MAILED: 1l` �til 111 Departments issued corrections: Bldgs Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 Date: 11/28/17 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D17-0305 ❑ Response to Incomplete Letter # O Response to Correction Letter # 1 ❑ Revision # after Permit is Issued E Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: Vacation Ownership Sales TI Project Address: Contact Person: 200 Andover Park East, Suite 5 Theresa Greene, Architect Phone Number: (425) 830-3245 Summary of Revision: Building Review Corrections - see attached correction response letter. RECEIVED CITY OF TUKWILA NOV 2 9 2017 PERMIT CENTER Sheet Number(s): A0.1, A1.1, A1.2, A2.1, A2.2 "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: Ef Entered in TRAKiT on O� I �� W:\Permit Center\ Templates\Forms\Revision Submittal Form.doc Revised: August 2015 Pmr PANTHEON CONCEPTS LLC Heine Espanol Contact Page 1 of 2 Search L&I A -Z Index Help Mc ICI Safety & Health Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of gLidp Labor & Industries PANTHEON CONCEPTS LLC Owner or tradesperson SMITH, RICHARD A JR Principals SMITH, RICHARD A JR, PARTNER/MEMBER Doing business as PANTHEON CONCEPTS LLC WA UBI No. 602 046 833 3521 OAKMONT ST NE TACOMA, WA 98422 253-376-6807 PIERCE County Business type Limited Liability Company Governing persons RICHARD ALLEN SMITH JR License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. PANTHCL001MR Effective — expiration 07/19/2000— 03/24/2019 Bond Wesco Insurance Co Bond account no. 46W B060876 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 03/12/2015 03/12/2015 Expiration date Until Canceled Bond history Insurance Security National Insurance $1,000,000.00 Policy no: NAI10399800 Received by L&I Effective date 03/10/2017 03/12/2015 Expiration date 03/12/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602046833&LIC=PANTHCL001 MR&SAW= 12/8/2017 GENERAL NOTES VICINITY MAP A. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. B, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES POSSIBLY AFFECTED BY THE WORK AS SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE SERVICES AT 1-800-424-5555, AND POTHOLING THE EXISTING UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION(S). GC TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE CITY ENGINEERING DEPARTMENT AND RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. D. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. E. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. F. EXISTING CONDITIONS DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES AND AT NO ADDITIONAL COST TO THE OWNER, ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION, G. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA, FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED, H. IT IS THE ARCHITECT'S RESPONSIBILITY, AS A LICENSED PROFESSIONAL, TO OBSERVE THAT THE CONSTRUCTION IN THE FIELD ADHERES TO THE CONTRACT DOCUMENTS. IF THE CLIENT FOR THIS PROJECT DOES NOT REQUEST PERIODIC CONSTRUCTION OBSERVATION SERVICES DURING CONSTRUCTION FROM THE ARCHITECT OF RECORD, OR APPROVED REPRESENTATIVE, THE ARCHITECT OF RECORD SHALL NOT BE LIABLE FOR INTERPRETATIONS, SUBSTITUTIONS OR ANY MODIFICATIONS FROM THE CONTRACT DOCUMENTS BY THE CLIENT OR GENERAL CONTRACTOR. MODIFICATIONS TO THE CONTRACT. DOCUMENTS MUST BE IN WRITING AND DISTRIBUTED TO THE CLIENT, GENERAL CONTRACTOR AND ARCHITECT VIA SUPPLEMENTAL INSTRUCTION, CHANGE ORDER OR CHANGE ORDER DIRECTIVE AND SIGNED AS PER THE LEGAL REQUIREMENTS OF THOSE DOCUMENTS. I, IF THE CLIENT OR GENERAL CONTRACTOR FOR THIS PROJECT CONTRACTS WITH ANOTHER PARTY TO PRODUCE ENGINEERING AND/OR SUB -CONTRACTOR DESIGN DOCUMENTS, IT IS THE CLIENT'S RESPONSIBILITY TO COORDINATE THE WORK WITH THE ARCHITECT SO THAT THE INFORMATION CAN BE CHECKED FOR CONFORMANCE AND CONFLICTS PRIOR TO CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR CONFLICTS OR ISSUES WITH DESIGN WORK DONE BY OTHERS IF NOT SHARED WITH AND APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION DOCUMENTS BEING ISSUED, BAKER BLVD. NOT TO SCALE EXISTING COMMERCIAL BUILD NG VACATION OWNERSHIP SALES SEPARATE PERMIT REQUIRED FOR: ff44eChanical ter lectrical Pr umbing Gas City of Tukwila Bt.fll._fE!NG DIVISION TENANT IMPROVEMENT ANDOVER PLAZA 200 ANDOVER PARK EAST, SUITE TUKWILA,WA 98188-2903 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submrttal and may include additional plan review fees. REFERENCE EXISTING SITE PLAN CHRISTENSEN ROAD a b b 4 b 4 K \\ �LOADING� TRASH LOADING RAINIER CANCER CENTER r PATRICIA BENCA, DDS — o — U.S. HEALTH WORKS SOUND CREDIT UNION SCOPE OF WORK AREA d J ±52' (E) HC STALL TO ENTRANCE. b 4 C U.S. HEALTH WORKS VACANT b 4 ANDOVER PARK EAST 1" = 50'-0" SHEET INDEX ARCHITECTURAL: A0.1 COVER SHEET A,1.1 EXISTING CONDITIONS / PROPOSED FLOOR PLAN A1.2 REFLECTED CEILING PLAN A2,1 ROOM FINISH & DOOR SCHEDULES & INTERIOR ELEVATIONS A2.2 MISC. DETAILS SEPARATE PERMITS: MODIFICATIONS TO THE FOLLOWING EXISTING SYSTEMS ARE TO BE APPLIED FOR AND PERMITTED SEPARATELY, AS REQUIRED: FIRE SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL & TENANT SIGNAGE. REFER TO REFLECTED CEILING PLAN AND FIRE SPRINKLER NOTES ON SHEET A2.1 FOR ADDITIONAL INFORMATION, PROJECT TEAM LEGEND OF SYMBOLS ABBREVIATIONS Ak.----REVISION NO. (TITLE to, BLOCK SHOWS REV, DATE) INDICATES REVISED AREA 1I1A DETAIL NO, SNRET THIAOT DETAIL IS SHOWN BLDG, SECTION NO. SHEET THAT SECTION IS SHOWN WALL SECTION NO, SHEET THAT SECTION IS SHOWN INTERIOR ELEV. NO. WALL ORIENTATION SHEET THAT INTERIOR ELEV, IS SHOWN NORTH ARROW SHEET KEY NOTE DOOR SCHEDULE KEY (CORRESP. TO ROOM NO, WHERE DOOR OCCURS) B WINDOW SCHEDULE KEY ELECTRICAL ROOROOM NAME M 1021 --ROOM NO, ±350 S.F(ROOM AREA (L -x FINISH SCHEDULE KEY a• EQUIP. SCHEDULE KEY CASEWORK DTL, NO. SHEET NO. WALL TYPE NO. �S< INSULATION KEY DATUM POINT •'+8'-0" A.F.FF— CEILING HEIGHT ACT CELING 1/4:12 FINISH CEILING TYPE GRID DESIGNATION ROOF SLOPE AND DIRECTION KEY BREAK LINE SYMBOL DOOR SUFFIX — MATCH LINE MARKER ACT A.F,F. ALUM. ANOD, BSMT, BYND. BOT. C.I.P. CHNL C,J. CLG, CLR. CMU COL. COMPR CONC. CONT, CPT CT DBL DEMO DIA. DIM, DN DR DWG EA,. EIFS EL, ELEC. ELEV. EPDM EQ. POUND OR NUMBER AND AT ACOUSTIC CEILING TILE ABOVE FINISHED FLOOR ALUMINUM ANODIZED BASEMENT BEYOND BOTTOM CAST IN PLACE CHANNEL CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT COLUMN COMPRESSIBLE CONCRETE CONTINUOUS CARPET CERAMIC TILE DOUBLE DEMOLISH DIAMETER DIMENSION DOWN DOOR DRAWING EACH EXTERIOR INSULATION & FINISH SYSTEM ELEVATION ELECTRICAL ELEVATOR/ELEVATION ETHYLENE PROPYLENE DIENE M -CLASS (ROOFING) EQUAL EXIST. EXP. JT EXT, FD FEC FIXT. FLR. F.O. FRP FND. GA. GALV, GWB H.C. HT, H,M. HR. HVAC INSUL, INT. LO. MAX. MEL M.O. MECH. MEMBR. MIN. MRGWB MTL. N.I.C. NO NOM 0.C. O.H. EXISTING EXPANSION JOINT EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER CABINET FIXTURE FLOOR FACE OF FIBERGLASS REINFORCED PLASTIC FOUNDATION GAUGE GALVANIZED GYPSUM WALL BOARD HOLLOW CORE HEIGHT HOLLOW METAL HOUR HEATING, VENTILATING, AND AIR CONDITIONING INSULATED INTERIOR LOW MAXIMUM MELAMINE MASONRY OPENING MECHANICAL MEMBRANE MINIMUM MOISTURE -RESISTANT GYPSUM WALL BOARD METAL NOT IN CONTRACT NUMBER NOMINAL ON CENTER OPPOSITE HAND 0/ P.C.C. P -LAM PLUMB, PLYWD. P.T. PNT PVC RBR RCP R.D. REQ'D RM SIM, SPEC, SPRK SSTL S.T.C. STL. STRUCT. T&G TELE, T.O. T.O.C. T.O.P. T.O.S, TP T/D TYP. U.O.N. U/S V.I.F. V.P. W/ W/0 WD OVER PRE -CAST CONCRETE PLASTIC LAMINATE PLUMBING PLYWOOD PRESSURE TREATED PAINT/PAINTED POLYVINYL CHLORIDE RUBBER REFLECTED CEILING PLAN ROOF DRAIN REQUIRED ROOM SIMILAR SPECIFIED OR SPECIFICATION SPRINKLER STAINLESS STEEL SOUND TRANSMISSION COEFFICIENT STEEL STRUCTURAL TONGUE AND GROOVE TELEPHONE TOP OF TOP OF CONCRETE TOP OF PLATE TOP OF STEEL TOILET PAPER DISPENSER TELEPHONE/DATA TYPICAL UNLESS OTHERWISE NOTED UNDERSIDE VERIFY IN FIELD VISION PANEL WITH WITHOUT WOOD TENANT/CLIENT: MR, TONY ZAHRAN VACATION OWNERSHIP SALES, INC. 14240 INTERURBAN AVE S TUKWILA, WA 98168 CELL: (425) 864-7194 TonyZahran2@comcast,net BUILDING OWNER: MERIDIAN PACIFIC PARTNERS LLC c/o IRONWOOD COMMERCIAL R.E. 7918 GREEN LAKE DRIVE N SEATTLE, WA 98103 CONTACT: MICHELLE ABBOTT TEL: (206) 963,3737 mabbott@iwcre.com ARCHITECT: THERESA K. GREENE, ARCHITECT, PLLC 16198 SE 48TH DRIVE BELLEVUE, WA 98006 CONTACT: THERESA GREENE TEL: (425) 830-3245 tg.architect@comcast,net CONTRACTOR: PANTHEON CONCEPTS, LLC 3521 OAKMONT STREET NE TACOMA, WA 98422 CONTACT: RIC SMITH TEL: (253) 376-6807 pantheonconcepts@comcast.net LIC#: PANTHCLOO1MR DESIGN CODES ON JULY 1, 2016, THE FOLLOWING CODES WITH THE 2015 WASHINGTON STATE AMENDMENTS BECAME EFFECTIVE: • 2015 • 2015 • 2015 • 2015 • 2015 • 2015 • 2015 • 2015 • 2015 • 2015 • 2015 • 2014 • 2014 • 2014 • 2015 • CITY AND INTERNATIONAL BUILDING CODE (IBC) INTERNATIONAL EXISTING BUILDING CODE (IEBC) INTERNATIONAL RESIDENTIAL CODE (IRC) INTERNATIONAL MECHANICAL CODE (IMC) INTERNATIONAL FUEL GAS CODE (IFGC) INTERNATIONAL FIRE CODE (IFC) WASHINGTON STATE ENERGY CODE COMMERCIAL (WSEC) WASHINGTON STATE ENERGY CODE RESIDENTIAL (WSEC) WASHINGTON STATE ENERGY CODE APPENDIX (WSEC) UNIFORM PLUMBING CODE (UPC) NATIONAL FUEL GAS CODE (NEPA 54) LIQUEFIED PETROLEUM GAS CODE (NFPA 58) WASHINGTON CITIES ELECTRICAL CODE NATIONAL ELECTRICAL CODE (NFPA 70) WASHINGTON STATE-WIDE AMENDMENTS OF TUKWILA MUNICIPAL CODE, FIRE DEPARTMENT STANDARDS PUBLIC WORKS STANDARD DETAILS FILE COPY Permit No. n- U345 Plan review approval is + • of construction ex: violation of any adopted �rovod F sy: and 0 City of T_; 'h BUILDING DIVISION SITE & BLDG DATA LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK # 2 POR SD TR 10 DAF -BEG SE COR SD TR TH N 1-11-25 E ALG WLY MGN JAMES CHRISTENSEN RD 105.99 FT TPOB TH N 88-54-54 W 284.96 FT TAP ON ELY MGN ANDOVER PARK E TH N 1-05-06 E ALG SD ELY MGN 354.02 FT TAP OF CRV TH ALG CRV TO R RAD 50 FT ARC DIST 78.97FT TAP ON SLY MGN BAKER BLVD TH 588-25-27E ALG SD SLY MGN 185.61 FT TAP OF CRV TH ALG CRV TO R RAD 50 FT ARC DIST 78.2 FT TAP ON WLY MGN JAMES CHRISTENSEN RD TH 5 1-11-25 W 352,34 FT TPOB - PER TUKWILA BLA #L95-0006 REC #9504030460 PLAT LOT: 10 SITE AND BUILDING DATA: PARCEL NUMBER: JURISDICTION: 022310-0099 CITY OF TUKWILA, KING COUNTY, WA QUARTCR-SCGTION-TOWNSNIP-MANGE: NC -26-23-4 PROPERTY, OWNER: YEAR BUILT, STORIES, BLDGS ON ZONING, LAND USE: PARCEL CLASS: PRIOR USE: PROPOSED USE: CONSTRUCTION TYPE/CLASS: GROSS PARCEL AREA: GROSS BUILDING AREA: TENANT AREA (BOMA): OCCUPANCY TYPE OCCUPANCY AREA BREAKDOWN: MERIDIAN PACIFIC PARTNERS LLC PARCEL: 1996, 1 STORY, 1 BLDG TUC-TOD RETAIL AND BUSINESS WELLS FARGO BANK OFFICE TIMESHARE SALES OFFICE TYPE V -B, SPRINKLERED ±113,977 (2.62 ACRES) ±32,186 S.F. ±2,925 S.F. ±2,530 S.F. / 100 = 26 OCC, *--395 S.F. / 15 = 26 OCC. TOTAL: 52 OCC, PARKING REQUIREMENTS: THERE IS NO CHANGE OF OCCUPANCY OR INCREASE IN AREA IN THIS TENANT IMPROVEMENT. THE PARKING IS EXISTING TO REMAIN. REFER TO SHEET A1.1 FOR EXITING BREAKDOWN AND PLUMBING FIXTURE CODE INFORMATION. SCOPE OF WORK THE SCOPE OF WORK INCLUDES (INTERIOR ONLY): CONSTRUCTION AND INSTALLATION OF NEW PARTITIONS, DOORS, WINDOWS, RELOCATION OF FIXTURES, DATA/COMM/ELECT & FINISHES, ALONG WITH ADJUSTING THE LOCATIONS OF EXISTING MECHANICAL REGISTERS AND LIGHTING FIXTURES TO ACCOMMODATE THE NEW TENANT. ITEMS INDICATED ON FLOOR PLAN ARE EXISTING TO iiiNEWEEJNLESS OTHERWISE NOTED. CiTY OF TUKWILA REVIEWED FOR ODE COMPLIANCE APPROVED DEC 0 6 2Q1? City of Tukwila ILDING DIV!. • 'JORRETN LTR# NOV 2 9 2017 PERMIT CENTER 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON SIGNED: 11/28/2017 i commercial & residential architecture Lco-r_- co w co rn To- a) a) 0 c6 1— N M M ti ti N sztX wca M Cr) CO i N H E S 1.62 62 U y� m dc Y 2 C7 E 2 — gym .g 17;Zy ceiE o U @L$ mAn U -0o 6. :c REVISIONS NO. DATE BY • 11/28/17 0 A 0 0 0 CITY REVS ISSUE DATES DESIGN APPROVAL: 11/01/17 PERMIT SUBMITTAL: 11/09/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 24"x36" SCALE: AS NOTED PLOT DATE: 11/28/17 CAD FILE: 17-42A01 JOB NUMBER: 17-42 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET COVER SHEET A0.1 ±82'-8" EXISTING PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2' 4' 8' 12' NO DEMOLITION IS PROPOSED FOR THIS PROJECT. SHADED WALLS INDICATE NEW WORK. 16' REVISE° FOR CODE COMPLIANCE APD DEC O e 2011 City of Tukwila WALL LEGEND EXISTING CONDITIONS LEGEND: (E) BUILDING CONSTRUCTION: SLAB ON GRADE w/ CMU AND WOOD FRAME WALLS AND MEMBRANE ROOF 0/ T&G DECK AND GLU-LAM BEAMS w/ WOOD JOIST ROOF FRAMING, r— EXISTING CONSTRUCTION TO REMAIN. PREPARE (E) SURFACES FOR NEW FINISHES. EXISTING DOOR TO REMAIN EXISTING WINDOW / STOREFRONT TO REMAIN SHADED WALLS INDICATE NEW WORK: INTERIOR PARTITION WALL: 3-1/2" MTL STUDS, 20 GA. (U.O.N,, MIN. 3505125-30) AT 16" 0.C. WITH 5/8" GWB EACH SIDE TO HARD CEILING OR B.O. ACT ABOVE. ALIGN ADJACENT FINISHES, AND BRACE WALLS PER DETAILS. PROVIDE ACOUSTIC BATT INSULATION IN WALLS. NEW INTERIOR DOOR: REFER TO DOOR SCHEDULE AND WALL SECTIONS. SEE FLOOR PLAN NOTE F AND DETAILS NEW INTERIOR WINDOW: REFER TO WINDOW SCHEDULE AND WALL SECTIONS. SEE DETAIL EGRESS PATH FLOOR PLAN NOTES ELECTRICAL LEGEND LEVELS OF INSULATION ICC/ANSI NOTES FIXTURE CALLS LOW VOLTAGE CABLE RUNS: ALL RUNS SHOULD BE HOME RUNS THAT TERMINATE IN DATA/COMM AREA WITH TAILS THAT REACH THE FLOOR. NOTE: ALL RUNS TO BE LABELED WITH CORRESPONDING TERMINATION END LABELING. 3 CAT5e 4 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. 3 CAT5e CABLES RUN TO #12. 3 CAT5e CABLES RUN TO #12. PROVIDE PLYWOOD BACKER BOARD FOR MOUNTING TELCO/DATA AND ALARM, OR VERIFY EXISTING. HIGH VOLTAGE: ::D GFI DUPLEX OUTLET DUPLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG 4-PLEX OUTLET 4-PLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG WATER RESISTANT GROUND -FAULT CIRCUIT INTERRUPTER ELECT. LEGEND NOTES: A. OUTLET MOUNTING HEIGHT AT 18" A.F.F., UNLESS OTHERWISE REQUESTED BY TENANT. REFER TO TYPICAL MOUNTING HEIGHTS DIAGRAMS, SHEET A2,1. B. THIS PLAN INDICATES THE ELECTRICAL AND DATA DESIGN INTENT, ONLY. CONTRACTOR TO COORDINATE WITH TENANT ALL LOCATIONS FOR SWITCHES, OUTLETS, PHONE AND COMPUTER DATA JACKS, AND THERMOSTATS. C. PROVIDE DEDICATED 4-PLEX OUTLETS FOR TELECOM EQUIP. AND COORDINATE EXACT LOCATION WITH PHONE COMPANY. D. SEE FLOOR PLAN NOTE 0, BUILDING INSULATION IS EXISTING TO REMAIN, U.O.N. ALL NEW OR REPLACED WORK TO COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE MINIMUM REQUIREMENTS FOR PRESCRIPTIVE OPTION: FLAT ROOF: EXTERIOR WALLS: SLAB ON GRADE: EXISTING TO REMAIN. NEW/REPLACED: R-49 BATT EXISTING TO REMAIN, NEW/REPLACED: R-21 BATT EXISTING TO REMAIN (UNKNOWN). FIXED VERTICAL GLAZING: EXISTING TO REMAIN, NEW/REPLACED: U -FACTOR 0.38, DOUBLE GLAZED, NFRC CERTIFIED. SEE SHGC NOTE BELOW, GLAZED ENTRY DOOR: EXISTING TO REMAIN, NEW/REPLACED: U -FACTOR 0.60, DOUBLE GLAZED, NERC CERTIFIED. SEE SHGC NOTE BELOW. SWINGING OPAQUE DOORS: EXISTING TO REMAIN SHGC NOTE: THE SHGC OF THE FIXED VERTICAL GLAZING AND THE ENTRY DOORS SHALL BE LESS THAN OR EQUAL TO 0.40 OR IN COMPLIANCE WITH ENERGY CODE TABLE C402,4 COLUMN B, PER MANUFACTURER PERFORMANCE FACTOR AND ORIENTATION. INSULATION NOTES (IF REPLACED): A. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SPOKE DENSITY NOT TO EXCEED 450, AND SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE. S. INSULATION IS NOT ALLOWED TO BE PLACED ON THE SUSPENDED CEILING WHEN IT IS PART OF THE REQUIRED THERMAL ENVELOPE. 1, GC TO VERIFY THE ACCESSIBLE ROUTE OF TRAVEL FROM THE ENTRY DOORS TO THE EXISTING HC STALL ON THE SITE DOES NOT EXCEED 5% SLOPE IN THE DIRECTION OF TRAVEL AND 2% CROSS SLOPE FROM THE EXISTING TENANT ENTRY DOOR. REFER TO SHEET A0.1 FOR ROUTE. 2. MINIMUM WHEELCHAIR CLEARANCES PER 2009 ICC/ANSI REQUIREMENTS: 60" X 60 CLEAR TO BE PROVIDED ON PULL SIDE OF ALL ACCESSIBLE DOORS, AND 48" X 48" CLEAR ON PUSH SIDE. 60" TURNING RADIUS TO BE PROVIDED AT ALL 90 DEGREE TURNS AND DEAD -ENDS IN ACCESSIBLE ROUTES. 30" X 48" CLEAR WHEELCHAIR AREA REQ'D, FOR FRONT ACCESS AT ACCESSIBLE LAVS AND SINKS. 56" DEEP X 60" WIDE CLEAR AREA AT ACCESSIBLE TOILETS. RESTROOMS ARE EXISTING TO REMAIN. REFER TO MOUNTING HEIGHTS DIAGRAM ON SHEET A2,2. WC FIXTURES REQUIRED (TOTAL): 2 WC FIXTURES PROVIDED (TOTAL): 2 (INCLUDING URINALS) LAV FIXTURES REQUIRED (TOTAL): 2 LAV FIXTURES PROVIDED (TOTAL): 2 DRINKING FOUNTAINS REQUIRED: DRINKING FOUNTAINS PROVIDED: 1* 1* * AN ACCESSIBLE DRINKING FOUNTAIN IS BEING PROPOSED. BASED ON 2015 IBC CHAPTER 29 AND WA STATE AMENDMENTS, TABLE 2902.1 MINIMUM PLUMBING FIXTURES: ±2,925 S.F. GROSS TENANT OFFICE COVER SHEET FOR BREAKDOWN): • 1 WATERCLOSET REQUIRED FOR EACH GENDER PER 40 OCCUPANTS. • 1 LAVATORY REQUIRED FOR EACH GENDER PER 75 OCCUPANTS, EXISTING CONDITIONS NOTE THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE BASED ON FIELD MEASUREMENTS AND PHOTOGRAPHS, ONLY. THERE ARE NO ORIGINAL CONSTRUCTION DOCUMENTS AVAILABLE FOR THIS BUILDING, THEREFORE INFORMATION INDICATED IN THE EXTERIOR WALLS IS BASED ON VISIBLE INFORMATION AND ASSUMPTIONS FOR COMMON BUILDING PRACTICES. GC TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION, IF DISCREPANCIES ARE DISCOVERED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TENANT AND ARCHITECT IMMEDIATELY. A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N, B. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. C, DIMENSIONS MARKED ±- MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. D. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS, PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. E. ALL CASEWORK TO BE FASTENED TO THE PARTITION WALL. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. F. INTERIOR DOORS AT FRAMED WALLS TO BE LOCATED 4" MIN. CLEAR FROM ADJACENT WALL FINISH, U.O.N. PROVIDE NEW WEATHER-STRIPPING AND HARDWARE ON ALL EXTERIOR DOORS THAT ARE EXISTING TO REMAIN PER TENANT REQUIREMENTS„ G. PROVIDE CEMENTITIOUS BACKER BOARD OR WATER RESISTANT GWB SUBSTRATE IN WET AREAS PER FINISH MFR. REQUIREMENTS (WHERE OCCURS). H. REFER TO TYPICAL MOUNTING HTS DIAGRAMS I. REFER TO SCHEDULE SHEET FOR REQUIRED ACCESSIBILITY SIGNAGE INFORMATION. J. ALL INSTALLED FURNITURE AND CASEWORK TO MAINTAIN AN ACCESSIBLE ROUTE OF TRAVEL AND A MINIMUM CLEAR AREA OF 30"x48" IS TO BE AVAILABLE AT THE SERVICE DESK. THE ACCESSIBLE AREA OF DESK OR COUNTER TO BE A MAXIMUM HEIGHT OF 2'-10". L. AISLES SHALL BE PROVIDED AND MAINTAINED IN ALL PORTIONS OF THE BUILDING TO REQUIRED EXITS: 36" MIN. IN WIDTH WHEN OBSTRUCTIONS ARE PLACED ON ONE SIDE, AND 44" IN WIDTH WHEN OBSTRUCTIONS ARE ON TWO SIDES. M. REFER TO SCHEDULE SHEET FOR INTERIOR FINISH SPECIFICATIONS, EQUIPMENT SPECIFICATIONS AND ROOM, DOOR AND WINDOW SCHEDULES. REFER TO EACH FOR SPECIFIC INFORMATION REGARDING FURNISH AND INSTALL RESPONSIBILITIES BETWEEN THE TENANT AND THE GC, N. GC TO PROVIDE ALL ADHESIVES AND NECESSARY TRANSITION PIECES FOR INSTALLATION OF FLOORING. 0. GC TO PROVIDE ELECT AND TELECOM/DATA RUNS PER TENANT ISSUED FURNITURE FLOOR PLAN AND COORDINATE WITH TENANT ALL POWER REQUIREMENTS AND LOCATIONS FOR SWITCHES, OUTLETS, PHONE AND COMPUTER DATA JACKS, AND THERMOSTATS. ALL DATA AND PHONE JACKS TO BE PUNCHED DOWN AND LABELED ON THE APPROPRIATE PATCH PANELS AND ALSO ON WALL JACK IN EACH OFFICE. PROVIDE GFI OUTLETS AT ALL WET AREAS. P. ALL FURNITURE SHOWN ON FLOOR PLAN IS FOR REFERENCE PURPOSES, ONLY, AND IS FURNISHED AND INSTALLED BY THE TENANT (NIC - NOT IN CONTRACT). M. FIRE EXTINGUISHERS ARE NOT INDICATED ON THIS PLAN. PROVIDE 10#4A-60B:C PORTABLE FIRE EXTINGUISHERS, AS REQUIRED AND LOCATE PER FIRE MARSHAL REQUIREMENTS. REFER TO DETAIL 12 bLlo3o� 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON SIGNED: 11/28/2017 a) U r U O 0 C a) p y U) as a 0 a) I • E ▪ E 0 co W CO 03 0) ANDOVER PLAZA - EXISTING COMMERCIAL BUILDING L() w F- 0) cn H W fY a_ W 0 Z 0 0 N 0) 0) O 9 0 c,.) N N 0 0 J W 0 0 Z `.L REVISIONS NO. DATE BY A 1 8/ :-,, CITY REVS AY OF T UKWIL *35'-1011 EXISTING } I • \� ±15'-7" EXISTING *--9'-6" EXISTING ±9'-6" EXISTING IP 9'-8" 9'-8" 91-8" A MEN Ma EMI - - - LJ - - - - - ---t 1 T ---t I ) T---/-i� I re 8WOMEN'S I HC . 0 MEN'S - 0 R.R. HC R.R. Z i III i 112 - 113 II ' �v »>- Q EXISTING EXISTING I--- 1 1 1 1 I ___-- r----- F___-- +40" +40" `^ �. •.�G • ' � 11 X '0 i iO L� �� LI �[IGFI �� 1 — i j o— —GFI o o CUSTOMER � I 1r1 I 1 __ i #3----� i i -[ _ " WAITING AREA REGIONAL __i____.= MANAGER CLOSER CLOSER CLOSER co J4 102 MGR. OFFICE o OFFICE OFFICE #1 OFFICE #2 OFFICE #3 w J 5'-6u TYP, z �� _ IEI sV 106 +i 107, C108A) 108 (.109A) 109 �110A) 110 lI __ , 1 1 EXISTING EXISTING VERIFY O O I z__ NEW DRINKING IFOUNTAIN PE)2 '1 I doJo. �I 3'-4°-0'I 4'-0° �I 3'-4°-0'I 4'-0" 3'-4°-0'I 4'-0" DETAIL w 4 111 � Jil / Ar .���iii"''''���ttt''"' NEWWN NEW WN NEW WIN _ y�:...�y v� r �y......7 ... E T.-� ...__... .;s e". _'ii ,rte.,'. �' E' x.5:3 i r ,„..„..: ..- ,O ..L.,„ 8'-0" d ±18'-3" - 3'-6" HIGH LOW WALL 8'-0" 5'-6" 4'-0" CLEAR 5'-6" z f1' 3'-6" LOW WALL t f 3'-6" LOW WALL / +40" E. _ V s c Z 7 z_ GFI (` 1'-0° w J Q � 1'-0° 141i simm - (; z - �j �A H z ,� I- � © 6 �A H EXITING REQUIREMENTS,; 19 � A2.1 SIDE H - ' o m < A2.1 SIDE 52 OCC SHEET) E STORAGE +40r� (SEE COVER DATA/COMM/ELECT O J o GFI 26 OCC, PER EXIT X .2 = 5.2". 2 EXITS REQ, OVER 49 OCCUPANTS (101A) a_ ` Q co > ' 114 2 EXITS PROVIDED. a� e `V *-3'-0" ' Q ''-i I x I- w Q- x J _ 0 Q o w EXISTING EXISTING RECEPTION ELECTRICAL 101 o o 0 PANELS o� I �' `'' �,�Q�_� o #2 „c OPEN OFFICE #1 a� OPEN OFFICE #2 ' N ,_1 11 z r ----t ,� z 104 ;� 105 ---T----= �►1 O -a Num r- 1 ' - 'w 1 OO � �-----4 A `r w -= BLDG ELECT o o�l o owe EXIST CONTROLLER OFFICE .2 NOTA PART 103 `- (103AA (103BB J EXISTING DATA/COMM o #8'1' 100 q(i 8'-6" CLEAR ±-9'-8" 15'-0" // n PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2' 4' 8' 12' NO DEMOLITION IS PROPOSED FOR THIS PROJECT. SHADED WALLS INDICATE NEW WORK. 16' REVISE° FOR CODE COMPLIANCE APD DEC O e 2011 City of Tukwila WALL LEGEND EXISTING CONDITIONS LEGEND: (E) BUILDING CONSTRUCTION: SLAB ON GRADE w/ CMU AND WOOD FRAME WALLS AND MEMBRANE ROOF 0/ T&G DECK AND GLU-LAM BEAMS w/ WOOD JOIST ROOF FRAMING, r— EXISTING CONSTRUCTION TO REMAIN. PREPARE (E) SURFACES FOR NEW FINISHES. EXISTING DOOR TO REMAIN EXISTING WINDOW / STOREFRONT TO REMAIN SHADED WALLS INDICATE NEW WORK: INTERIOR PARTITION WALL: 3-1/2" MTL STUDS, 20 GA. (U.O.N,, MIN. 3505125-30) AT 16" 0.C. WITH 5/8" GWB EACH SIDE TO HARD CEILING OR B.O. ACT ABOVE. ALIGN ADJACENT FINISHES, AND BRACE WALLS PER DETAILS. PROVIDE ACOUSTIC BATT INSULATION IN WALLS. NEW INTERIOR DOOR: REFER TO DOOR SCHEDULE AND WALL SECTIONS. SEE FLOOR PLAN NOTE F AND DETAILS NEW INTERIOR WINDOW: REFER TO WINDOW SCHEDULE AND WALL SECTIONS. SEE DETAIL EGRESS PATH FLOOR PLAN NOTES ELECTRICAL LEGEND LEVELS OF INSULATION ICC/ANSI NOTES FIXTURE CALLS LOW VOLTAGE CABLE RUNS: ALL RUNS SHOULD BE HOME RUNS THAT TERMINATE IN DATA/COMM AREA WITH TAILS THAT REACH THE FLOOR. NOTE: ALL RUNS TO BE LABELED WITH CORRESPONDING TERMINATION END LABELING. 3 CAT5e 4 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e 3 CAT5e CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. CABLES RUN TO #12. 3 CAT5e CABLES RUN TO #12. 3 CAT5e CABLES RUN TO #12. PROVIDE PLYWOOD BACKER BOARD FOR MOUNTING TELCO/DATA AND ALARM, OR VERIFY EXISTING. HIGH VOLTAGE: ::D GFI DUPLEX OUTLET DUPLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG 4-PLEX OUTLET 4-PLEX OUTLET ON DEDICATED CIRCUIT, 20 AMP PLUG WATER RESISTANT GROUND -FAULT CIRCUIT INTERRUPTER ELECT. LEGEND NOTES: A. OUTLET MOUNTING HEIGHT AT 18" A.F.F., UNLESS OTHERWISE REQUESTED BY TENANT. REFER TO TYPICAL MOUNTING HEIGHTS DIAGRAMS, SHEET A2,1. B. THIS PLAN INDICATES THE ELECTRICAL AND DATA DESIGN INTENT, ONLY. CONTRACTOR TO COORDINATE WITH TENANT ALL LOCATIONS FOR SWITCHES, OUTLETS, PHONE AND COMPUTER DATA JACKS, AND THERMOSTATS. C. PROVIDE DEDICATED 4-PLEX OUTLETS FOR TELECOM EQUIP. AND COORDINATE EXACT LOCATION WITH PHONE COMPANY. D. SEE FLOOR PLAN NOTE 0, BUILDING INSULATION IS EXISTING TO REMAIN, U.O.N. ALL NEW OR REPLACED WORK TO COMPLY WITH THE 2015 WASHINGTON STATE ENERGY CODE MINIMUM REQUIREMENTS FOR PRESCRIPTIVE OPTION: FLAT ROOF: EXTERIOR WALLS: SLAB ON GRADE: EXISTING TO REMAIN. NEW/REPLACED: R-49 BATT EXISTING TO REMAIN, NEW/REPLACED: R-21 BATT EXISTING TO REMAIN (UNKNOWN). FIXED VERTICAL GLAZING: EXISTING TO REMAIN, NEW/REPLACED: U -FACTOR 0.38, DOUBLE GLAZED, NFRC CERTIFIED. SEE SHGC NOTE BELOW, GLAZED ENTRY DOOR: EXISTING TO REMAIN, NEW/REPLACED: U -FACTOR 0.60, DOUBLE GLAZED, NERC CERTIFIED. SEE SHGC NOTE BELOW. SWINGING OPAQUE DOORS: EXISTING TO REMAIN SHGC NOTE: THE SHGC OF THE FIXED VERTICAL GLAZING AND THE ENTRY DOORS SHALL BE LESS THAN OR EQUAL TO 0.40 OR IN COMPLIANCE WITH ENERGY CODE TABLE C402,4 COLUMN B, PER MANUFACTURER PERFORMANCE FACTOR AND ORIENTATION. INSULATION NOTES (IF REPLACED): A. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SPOKE DENSITY NOT TO EXCEED 450, AND SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE. S. INSULATION IS NOT ALLOWED TO BE PLACED ON THE SUSPENDED CEILING WHEN IT IS PART OF THE REQUIRED THERMAL ENVELOPE. 1, GC TO VERIFY THE ACCESSIBLE ROUTE OF TRAVEL FROM THE ENTRY DOORS TO THE EXISTING HC STALL ON THE SITE DOES NOT EXCEED 5% SLOPE IN THE DIRECTION OF TRAVEL AND 2% CROSS SLOPE FROM THE EXISTING TENANT ENTRY DOOR. REFER TO SHEET A0.1 FOR ROUTE. 2. MINIMUM WHEELCHAIR CLEARANCES PER 2009 ICC/ANSI REQUIREMENTS: 60" X 60 CLEAR TO BE PROVIDED ON PULL SIDE OF ALL ACCESSIBLE DOORS, AND 48" X 48" CLEAR ON PUSH SIDE. 60" TURNING RADIUS TO BE PROVIDED AT ALL 90 DEGREE TURNS AND DEAD -ENDS IN ACCESSIBLE ROUTES. 30" X 48" CLEAR WHEELCHAIR AREA REQ'D, FOR FRONT ACCESS AT ACCESSIBLE LAVS AND SINKS. 56" DEEP X 60" WIDE CLEAR AREA AT ACCESSIBLE TOILETS. RESTROOMS ARE EXISTING TO REMAIN. REFER TO MOUNTING HEIGHTS DIAGRAM ON SHEET A2,2. WC FIXTURES REQUIRED (TOTAL): 2 WC FIXTURES PROVIDED (TOTAL): 2 (INCLUDING URINALS) LAV FIXTURES REQUIRED (TOTAL): 2 LAV FIXTURES PROVIDED (TOTAL): 2 DRINKING FOUNTAINS REQUIRED: DRINKING FOUNTAINS PROVIDED: 1* 1* * AN ACCESSIBLE DRINKING FOUNTAIN IS BEING PROPOSED. BASED ON 2015 IBC CHAPTER 29 AND WA STATE AMENDMENTS, TABLE 2902.1 MINIMUM PLUMBING FIXTURES: ±2,925 S.F. GROSS TENANT OFFICE COVER SHEET FOR BREAKDOWN): • 1 WATERCLOSET REQUIRED FOR EACH GENDER PER 40 OCCUPANTS. • 1 LAVATORY REQUIRED FOR EACH GENDER PER 75 OCCUPANTS, EXISTING CONDITIONS NOTE THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE BASED ON FIELD MEASUREMENTS AND PHOTOGRAPHS, ONLY. THERE ARE NO ORIGINAL CONSTRUCTION DOCUMENTS AVAILABLE FOR THIS BUILDING, THEREFORE INFORMATION INDICATED IN THE EXTERIOR WALLS IS BASED ON VISIBLE INFORMATION AND ASSUMPTIONS FOR COMMON BUILDING PRACTICES. GC TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION, IF DISCREPANCIES ARE DISCOVERED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TENANT AND ARCHITECT IMMEDIATELY. A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N, B. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. C, DIMENSIONS MARKED ±- MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. D. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS, PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. E. ALL CASEWORK TO BE FASTENED TO THE PARTITION WALL. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. F. INTERIOR DOORS AT FRAMED WALLS TO BE LOCATED 4" MIN. CLEAR FROM ADJACENT WALL FINISH, U.O.N. PROVIDE NEW WEATHER-STRIPPING AND HARDWARE ON ALL EXTERIOR DOORS THAT ARE EXISTING TO REMAIN PER TENANT REQUIREMENTS„ G. PROVIDE CEMENTITIOUS BACKER BOARD OR WATER RESISTANT GWB SUBSTRATE IN WET AREAS PER FINISH MFR. REQUIREMENTS (WHERE OCCURS). H. REFER TO TYPICAL MOUNTING HTS DIAGRAMS I. REFER TO SCHEDULE SHEET FOR REQUIRED ACCESSIBILITY SIGNAGE INFORMATION. J. ALL INSTALLED FURNITURE AND CASEWORK TO MAINTAIN AN ACCESSIBLE ROUTE OF TRAVEL AND A MINIMUM CLEAR AREA OF 30"x48" IS TO BE AVAILABLE AT THE SERVICE DESK. THE ACCESSIBLE AREA OF DESK OR COUNTER TO BE A MAXIMUM HEIGHT OF 2'-10". L. AISLES SHALL BE PROVIDED AND MAINTAINED IN ALL PORTIONS OF THE BUILDING TO REQUIRED EXITS: 36" MIN. IN WIDTH WHEN OBSTRUCTIONS ARE PLACED ON ONE SIDE, AND 44" IN WIDTH WHEN OBSTRUCTIONS ARE ON TWO SIDES. M. REFER TO SCHEDULE SHEET FOR INTERIOR FINISH SPECIFICATIONS, EQUIPMENT SPECIFICATIONS AND ROOM, DOOR AND WINDOW SCHEDULES. REFER TO EACH FOR SPECIFIC INFORMATION REGARDING FURNISH AND INSTALL RESPONSIBILITIES BETWEEN THE TENANT AND THE GC, N. GC TO PROVIDE ALL ADHESIVES AND NECESSARY TRANSITION PIECES FOR INSTALLATION OF FLOORING. 0. GC TO PROVIDE ELECT AND TELECOM/DATA RUNS PER TENANT ISSUED FURNITURE FLOOR PLAN AND COORDINATE WITH TENANT ALL POWER REQUIREMENTS AND LOCATIONS FOR SWITCHES, OUTLETS, PHONE AND COMPUTER DATA JACKS, AND THERMOSTATS. ALL DATA AND PHONE JACKS TO BE PUNCHED DOWN AND LABELED ON THE APPROPRIATE PATCH PANELS AND ALSO ON WALL JACK IN EACH OFFICE. PROVIDE GFI OUTLETS AT ALL WET AREAS. P. ALL FURNITURE SHOWN ON FLOOR PLAN IS FOR REFERENCE PURPOSES, ONLY, AND IS FURNISHED AND INSTALLED BY THE TENANT (NIC - NOT IN CONTRACT). M. FIRE EXTINGUISHERS ARE NOT INDICATED ON THIS PLAN. PROVIDE 10#4A-60B:C PORTABLE FIRE EXTINGUISHERS, AS REQUIRED AND LOCATE PER FIRE MARSHAL REQUIREMENTS. REFER TO DETAIL 12 bLlo3o� 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON SIGNED: 11/28/2017 a) U r U O 0 C a) p y U) as a 0 a) I • E ▪ E 0 co W CO 03 0) ANDOVER PLAZA - EXISTING COMMERCIAL BUILDING L() w F- 0) cn H W fY a_ W 0 Z 0 0 N 0) 0) O 9 0 c,.) N N 0 0 J W 0 0 Z `.L REVISIONS NO. DATE BY A 1 8/ :-,, CITY REVS AY OF T UKWIL A 2 9 2317 '(/'',Vi je*RMIT CENTER A ISSUE DATES DESIGN APPROVAL: 11/01/17 PERMIT SUBMITTAL: 11/09/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 24"x36" SCALE: AS NOTED PLOT DATE: 11/28/17 CAD FILE: 17-28A11 JOB NUMBER: 17-42 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET PROPOSED FLOOR PLAN Al ±82'-8" EXISTING *-35'-10° EXISTING 0 0 0 A.F.F. (E) GWB 0 ±+10'-0" A.F.F. (E) ACT & GRI R 0 0 011 c At+9'-0" A.F.F. (E' ACT & GRID At+9'-0" A.F.F. (E) ACT & GRID 4) 117 3 t+10'-0" A.F.F (E) ACT & GRID I .16 t+10'-0" A.F.F.' 11 (E) ACT & GRID I I I ii II P 1 II i t+10'-0" A.F.F. (E ACT & GRID i ±+10'-0" A.F.F. I I I III (E)ACT&GRID fl i t+10'-0' A.F.F. I1 i1 '" (E) ACT & GRID it - f 111 =R MN 414, 11 r nip ±+8'-0" A.F.F. (E) GWB V++8'-0" A.F.F. (E) GWB t+10' (E) Al -0" A.F.F. & GRID N t+10'-0" A F F. (E)ACT &GRID ±+9'-0" A.F.F. (E) ACT & GRID 1111111NEN NUMMI 11111912191 LightingsSummary GT-SUM1 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: VACATION OWNERSHIP SALES TI Date 11/6/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: THERESA K. GREENE, ARCHITECT, PLLC Company Address: 16198 SE 48TH DRIVE, BELLEVUE, WA 98006 Applicant Name: THERESA GREENE Applicant Phone: 425-830-3245 Applicant Email: tg.architect@comcast.net Project Description 0 New Building 0 Addition 0 Alteration 0 Plans Induded Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ ❑ Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ Addition Is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance farm. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. No changes are being made to ❑ the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ❑ 0 0 Less than 50% of existing are replaced 0 0 0 Lampand/or ballast replacement only - p existing total wattage not Increased 0.780 0 ❑ 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circult(s) ❑' 0 0 New or moved lighting panel 0 0 0 Interior space is reconfigured- luminaires unchanged or relocated only ❑ Allowance from New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use O Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. REFLECTED CEILING PLAN SCALE: 1/4" = 11-0" ALL CEILING ITEMS ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. 0 2' 4' 8' 12' Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: VACATION OWNERSHIP SALES TI Date 11/6/2017 Interior Lighting System Description EXISTING FIXTURES RELOCATED. SEE SHEET A1.2. EXISTING FLUORESCENT BULBS TO BE REPLACED WITH LED IN EXISTING BALLASTS Interior Lighting Power Allowance Method 0 Building Area Method 9 Space -by -space Method select method used in project. Interior Lighting Controls 0 All C405.2.1 - C405.2.8 Controls 0 C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 0 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA O C406.3 High Efficacy Lighting 0 Exterior Lighting System Description NO MODIFICATIONS TO EXTERIOR LIGHTING 16' Interior Lighting Space-B-SpaceMethodyo3l LTG `=) NT-SPAC E 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: VACATION OWNERSHIP SALES TI Date 11/6/2017 Calculation Area "ores 0 0 Addition - 0 Addition stand alone + existing 0 Spaces where < 50% of o Spaces where 0 50% of o luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type O Standard 0 Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 8 Location (plan #, room #) Space Type Ceiling HeightNOTE 2 Gross Interior Area in 52 Allowed Watts per 52 Watts Allowed (watts/tt2 x area) A1.2 Office: Open plan 8' Suspended Indirect/Direct Fixture (6) F32T8-LED Retrofit (14.5W per bulb) 1283 0.780 1001 A1.2 Office: Enclosed 2 620 0.890 552 A1.2 Storage room 3 291 0.500 146 A1.2 Restroom: all other 225 0.780 176 A1.2 Lobby. all other 506 0.720 364 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 9 Total Area Retail Display 2925 LTG -INT -DISPLAY Allowed Watts Allowance from 2238 Provosed Lighting Wattage "OTE a Location (plan #, room #) Fixture Description NOTE 4,5.6 Number of Fixtures Watts/ NOTE 7 Fixture Watts Proposed Al 2 2'X4' Recessed or Surface Mounted Lensed Troffer. (3) 32T8- LED Retrofit (14.5W per bulb) 8 32 256 A1.2 Recessed Can Downlight: (1) 15W LED 7 15 105 Al 2 8' Suspended Indirect/Direct Fixture (6) F32T8-LED Retrofit (14.5W per bulb) 19 88 1672 Al 2 4' Suspended Indirect/Direct Fixture (3) F32T8-LED Retrofit (14.5W per bulb) 2 44 88 A1.2 Universal Exit Sign: 3W LED 4 3 12 Proposed Retail Disp ay Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 2133 Interior Lighting Power Allowance COMPLIES Note 1- List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures Identify as existing in fixture description. Note 7 - For proposed WattslFixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturers listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage tracklbuswaysystems, enter the larger of the attached luminaire wattage or 50 wattsllineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. if a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided REVIEWED FOR CODE COMPLIANCE APPROVED DEC (A NV City of Tukwila BUILDINGDIVISLOBLI CEILING LEGEND THE ROOF MOUNTED HVAC UNIT(S) ARE EXISTING TO REMAIN, THE LIGHTING & MECHANICAL REGISTERS ARE EXISTING TO REMAIN, U.O.N. SHORT -DASHED ITEMS ARE FIXTURES TO BE REMOVED, FIXTURES INDICATED WITH AN 'R' ARE RELOCATED, FIXTURES INDICATED WITH AN 'N' ARE NEW (ECIC). 0 OI 0 EXISTING 2'X4' SUSPENDED ACOUSTIC CEILING AND GRID. REFER TO FINISH SCHEDULE AND TO DETAIL FOR SEISMIC BRACING AT MODIFIED LOCATIONS, EXISTING HARD CEILING IN RESTROOMS & CUSTOMER WAITING AREA. NEW/PATCHED AREAS (IF REQUIRED) PROVIDE 5/8" GWB 0/ 6" MTL JOIST FRAMING AT 16" O.C. w/ BATT INSULATION PER DETAIL, ALIGN ADJACENT SURFACES. EXISTING 2'X4' RECESSED OR SURFACE MOUNTED LENSED TROFFER: (3) 32T8 -LED RETROFIT (14,5W PER BULB) EXISTING RECESSED CAN DOWNLIGHT: (1) 15W LED EXISTING 4' AND 8' SUSPENDED INDIRECT/DIRECT FIXTURE (3) OR (6) F32T8-LED RETROFIT (14.5W PER BULB) EXISTING TENANT STANDARD RECESSED CEILING FAN IN RESTROOM, 50 C.F.M. MIN, VERIFY GOOD WORKING ORDER, TENANT STANDARD MECHANICAL DIFFUSER AND GRILLE. TENANT STANDARD MECHANICAL RETURN AND GRILLE, UNIVERSAL CEILING OR WALL MOUNTED LED EXIT SIGN (3W LED). COORD. SPEC, WITH TENANT, GENERAL NOTES FOR FIRE SPRINKLER DESIGN - BUILD CONTRACTOR (UNDER SEPARATE PERMIT) SPRINKLER .SYSTEM IS EXISTING TO REMAIN. GC TO COORDINATE PERMIT INFORMATION FOR ANY HEADS THAT NEED TO BE ADJUSTED OR ADDED: A. SPRINKLER DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH OTHER SYSTEMS TO AVOID CONFLICTS, B. FIRE ALARM CONTRACTOR TO PROVIDE DRAWINGS WITH THE LOCATION OF ALL AUDIBLE AND VISIBLE FIRE ALARM DEVICES WITH THE DESIGN/BUILD SUBMITTAL, LOCATE F/A PANEL NEXT TO SPRINKLER RISER, C. AUTOMATIC SPRINKLER PLANS MUST BE SUBMITTED TO AND APPROVED BY THE CITY, D. SPRINKLER SYSTEM TO BE MONITORED FOR WATER FLOW AND TAMPER CONDITIONS BY A U.L. LISTED CENTRAL STATION. MONITORING AND SET UP OF CENTRAL STATION TO BE BY OWNER. TAMPER SWITCHES SHALL BE INSTALLED ON ALL VALVES CAPABLE OF SHUTTING OFF ANY PORTION OF THE SYSTEM. THE CENTRAL STATION SHALL BE ONE APPROVED BY THE CITY. SPRINKLER SYSTEM TO HAVE BOTH INTERIOR AND EXTERIOR AUDIBLE ALARMS. E. SPRINKLER SYSTEM TO HAVE HEADS MODIFIED FOR NEW REFLECTED CEILING PLAN AND HEIGHTS, F. ALL OUTSIDE SOFFIT/OVERHANGS, PROJECTING GREATER THAN 48" FROM THE FACE OF THE BUILDING SHALL BE PROTECTED BY THE FIRE SPRINKLER SYSTEM. NFPA 13. WITH AN EXCEPTION FOR NON-COMBUSTIBLE OR LIMITED COMBUSTIBLE CONSTRUCTION, G. CONFIRM LOCATION OR PROVIDE RECESSED MOUNTED KNOX BOX OUTSIDE THE BUILDING ON THE OUTSIDE WALL, COORDINATE LOCATION WITH FIRE MARSHAL. CEILING LEGEND NOTES A. THE PROPOSED MECHANICAL GRILLE LOCATIONS AND INTERIOR LIGHTING SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY TO INDICATE THE DESIGN INTENT. GC TO VERIFY THE MECHANICAL AND LIGHTING LAYOUT MEETS WITH APPLICABLE CODE REQUIREMENTS AND CONTACT ARCHITECT AND TENANT OF ANY DISCREPANCIES OR MODIFICATIONS. B. C. INTERIOR LIGHTING BREAKDOWN (BASED ON LTG -IN -SPACE): * TOTAL ESTIMATED ALLOWED INTERIOR WATTS = 2,238 * TOTAL ESTIMATED PROPOSED INTERIOR WATTS = 2,133 THERE ARE NO MODIFICATIONS BEING PROPOSED TO THE EXTERIOR LIGHTING, D. GC TO VERIFY WORKING ORDER OF ALL EXISTING LIGHTING CONDITIONS AND REPLACE WITH MORE ENERGY EFFICIENT FIXTURES, IF NEEDED. ANY NEW LIGHTING TO CONFORM TO 2015 WASHINGTON STATE NREC PRESCRIPTIVE LTG -INT TABLE 15-1 (INTERIOR LIGHTING) UNIT LIGHTING POWER ALLOWANCE (LPA) BREAKDOWN. E. NEW LIGHTING DESIGN INCLUDING DAYLIGHTING ZONE CONTROL, REDUCTION AND SHUT-OFF CONTROLS AND SENSORS ARE TO BE IN CONFORMANCE WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE AND WA STATE ENERGY CODE. F. GC TO PROVIDE 24 HR LIGHT IN MAIN OFFICE AREA (NO SWITCH) TO 1 FIXTURE. G. GC TO VERIFY OR FURNISH AND INSTALL ENERGY EFFICIENT MOTION SENSOR LIGHT SWITCHES IN THE RESTROOMS. H. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS,. I. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH, J. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. K. LIGHT FIXTURES, AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X4' SECTION OF INDIVIDUAL CEILING TILES U.O.N. L. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. M. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). N. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC, TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW PROJCOMPLETIO 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON SIGNED: 11/28/2017 U L1.1 0 commercial & residential architecture CV CO N E o o▪ 0)ti co 0 O w LO m ▪ - 2 • N • C CV 0 - a1 rn • x 1 C� LL x E - 2 rE >"t, o• . Cu CD CV r c 7, M co z N CO CU d . ill COCIO � n V Ci o Y C4 Ua 2 0,.§ CO ami a COco 0 G) -=:----( E 2m I— E o - coo . 1— U ` O o V, W J - EXISTING COMMERCIAL BUILDING ANDOVER w F_ U) F- f/) w 0 ct0 w 0 z so) rn O 9 0 M N 0 —J w Z 0 U 0 Z REVISIONS NO. DATE BY 11/28/17 CITY REVS RECEIVED .i F—TUKWILA / NOV 2S. 2017 4ER�Ii!T CCNTER A ISSUE DATES DESIGN APPROVAL: 11/01/17 PERMIT SUBMITTAL: 11/09/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION ENERAL ROOF NOTES A. EXISTING MEMBRANE ROOF SYSTEM TO REMAIN, GC TO VERIFY POSITIVE DRAINAGE IS PROVIDED ON ROOF TO ALL ROOF DRAINS. B. GC TO COORDINATE WITH BUILDING PLUMBING AND SITE UTILITY CONTRACTORS TO INSURE THAT CONNECTIONS BETWEEN RAIN WATER LEADERS, STORM DRAIN SYSTEMS, BUILDING SANITARY AND SITE SEWER SYSTEMS ARE INTACT 'aZ C. GC TO PATCH AND REPAIR ROOF AT ALL NEW ROOF VENTING PENETRATIONS PER VENT AND ROOFING MFR. REQUIREMENTS AND SPECIFICATIONS, IF REQUIRED. JOB NUMBER: CHECKED: DRAWN: STATUS: 17-42 TKG TKG PERMIT SET PROPOSED REFLECTED CEILING PLAN A1 .2 BRACE PER DTL. ACOUSTIC BATT INSULATION. EXTENDED 2'-011 BEYOND WALL AT ACT. 5/811 GWB BOTH SIDES U.O.N. ACT CEILING PER PLAN HARD CEILING (IF REQUIRED): 6" METAL STUDS AND TRACKS AT CEILING FRAMING, 20 GA. AT 16'1 0.C. CONNECT TO METAL FRAMING w/ (2) #12 SCREWS AT 24" O.C. GWB CEILING PER PLAN (WHERE OCCURS) 3 1/2" M,S., 20 GA (MIN, 3505125-30, UO.N.) AT 16" O.C. WITH CONT. STEEL TOP AND BOTTOM TRACKS, ATTACH TO FLOOR WITH POWDER ACTUATED FASTENERS AT 24" 0.C. AND PER MFR. SPECIFICATIONS. BASE PER SCHEDULE FINISH FLOOR 1/8" FOAM TAPE PARTITION WALL AT GWB CEILING SCALE: 3" = PER SCHEDULE (3' / N II A IJ HEAD/JAMB SIM. 17-42A21 5/8" GWB BOTH SIDES, U.O.N, METAL STUD WALL PER PLAN. DOUBLE STUD (INCL. NAILER) AT HEAD AND JAMB PRE -FINISHED KNOCK -DOWN METAL FRAME AND TRIM. ATTACH TO WOOD NAILER WITH DRYWALL SCREW, (1) NEXT TO EACH RETAINER CLIP PER MFR. REQ. B THRESHOLD H.M. INTERIOR DOOR WOOD DOOR PER SCHEDULE. DOOR UNDERCUT 3/8" AT HARD SURFACE. FINISH FLOOR ELEV. 0'-O" SCALE: 3" = PER TENANT - 1'-0" MIN. RETURN AT FREE END 1 2 17-42A21 1x WOOD, PAINTED ±3'-6" A.F.F. TOP OF WALL VERIFY HEIGHT w/ TENANT CONTINUOUS DOUBLE 2x TOP PLATES. LAP TOP PLATES AT 90 DEGREE CORNERS, NOTE: PROVIDE PLYWOOD SHEATHING ON OUTSIDE FACES OF 90 DEGREE WALL RETURNS. 1x4 WOOD TRIM, PAINTED TYP. 5/8" GWB EACH SIDE PLYWOOD SHELF AND SHELF BRACKET INSTALLED PER MFR. 3-1/211 M.S., 20 GA (MIN. 3505125-30, UO,N.) AT 24" 0.C. WITH CONT. STEEL TOP AND BOTTOM TRACKS. ATTACH TO FLOOR WITH POWDER ACTUATED FASTENERS AT 24" O,C, AND PER MFR. SPECIFICATIONS. Lr\ BASE TO MATCH EXISTING EXISTING CARPET PER / SCHEDULE. PARTIAL HT. WALL FRAMING SCALE: 3" 1'-0" 17-42A21 -� (0°o. MIN41,/ 1 1 1 ACT CEILING TILE PER RCP METAL EDGE TRIM I II II I BLOCK SPACER ABOVE AND BELOW GRID AT POINT OF CONNECTION (RUN GRID THROUGH) 5/8" TYPE 'X' GWB BOTH SIDES, U.O,N. WITH ACOUSTIC BATT INSULATION PER WALL LEGEND. EXISTING ROOF FRAMING ABOVE ANGLE AT EACH CROSS BRACE ATTACH CROSS BRACING ANGLE TO CEILING FRAMING ABOVE W/ (2) POWER DRIVE EXPANSION TYPE ANCHORS. CEILING STRUCTURE TO BE ADEQUATELY SECURED TO RESIST 5 PSF TRANSVERSE LOAD. FIRE TAPE AND SEAL ANY PENETRATIONS THROUGH GWB. PROVIDE RIGID STEEL C -STUD CHANNEL BRACE @ 8'-0" O.C. ATTACHED WITH SHEET METAL SCREWS, EACH END AT ANGLE BRACE TO RESIST 5 PSF TRANSVERSE LOAD, ALTERNATE SIDES. CLNG HT PARTITION HEAD BRACING SCALE: 3" = 1'-0" PER SCHEDULE PER SCHEDULE A U 1 HEAD/JAMB SIM. 1/2 B SILL 17-42A21 5/8" GWB BOTH SIDES, U.O.N. METAL STUD WALL PER PLAN. DOUBLE STUD (INCL. NAILER) AT HEAD AND JAMB. PRE -FINISHED KNOCK -DOWN METAL FRAME AND TRIM. ATTACH TO WOOD NAILER WITH DRYWALL SCREW, (1) NEXT TO EACH RETAINER CLIP PER MFR, REQ. 1/4" CLEAR TEMPERED SAFETY GLASS GLASS STOP H.M. INTERIOR WINDOW SCALE: 3" = 1'-0" 111110711 FINISH FLOOR LEVEL THRESHOLD x 2 TRANSITION THRESHOLD • THRESHOLD AT DOOR 2 2 NOTE: INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH, 17-42A21 ROOM FINISH SCHEDULE ACM/ OF TUKWILA 0 NY! "9 WALL c;ENTEF ROOM NO ROOM NAME FLOOR BASE NORTH SOUTH EAST WEST CEILING REMARKS/LOCATION 101 RECEPTION (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 102 CUSTOMER WAITING AREA (E) SV (E) RB . GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 103 CONTROLLER OFFICE (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 104 OPEN OFFICE #1 (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 105 OPEN OFFICE #2 (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 106 REGIONAL MGR. OFFICE (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 107 MGR. OFFICE (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 108 CLOSER OFFICE #1 (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 109 CLOSER OFFICE #2 (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 110 CLOSER OFFICE #3 (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRD 111 HALLWAY (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID 112 WOMEN'S TOILET #1 (E) SV (E) SV (E) GWB & FRP (E) GWB & FRP (E) GWB & FRP (E) GWB & FRP (E) GWB 113 MEN'S TOILET (E) SV (E) SV (E) GWB & FRP (E) GWB & FRP (E) GWB & FRP (E) GWB & FRP (E) GWB 114 STORAGE/DATA/COMMIELECT (E) CPT (E) RB GWB, PT* GWB, PT* GWB, PT* GWB, PT* (E) ACT & GRID NOTE: * COORDINATE LOCATION OF ACCENT PAINT WITH TENANT. USE LIGHT ORANGE PEEL TEXTURE FOR GWB WALLS UNLESS OTHERWISE NOTED. INTERIOR FINISH SPECIFICATIONS SF/SQ/LF FURN / INSTALL BY AREAS DESCRIPTION COLOR/MFR/STYLE & PRODUCT NO FCIC FOIC NIC REMARKS/LOCATION FLOOR (E) CPT EXISTING CARPET NOT AVAILABLE X (E) SV EXISTING SHEET VINYL TO REMAIN NOT AVAILABLE X BASE (E) SV EXISTING SHEET VINYL TO REMAIN NOT AVAILABLE X (E) RB EXISTING 4" CONTINUOUS RUBBER BASE NOT AVAILABLE X WALLS/SUBSTRATE (E) FRP EXISTING FIBERGLASS REINFORCED PLASTIC PANELS NOT AVAILABLE X GWB NEW OR EXISTING 5/8" GYPSUM BOARD PER GC X PAINT NOT ALL LISTED PAINT SPECIFICATIONS WILL BE USED ON THIS PROJECT P-1 INTERIOR -ACCENT COLOR COLOR: PER TENANT SPEC X P-2 INTERIOR - ACCENT COLOR COLOR: PER TENANT SPEC X P-3 INTERIOR -ACCENT COLOR COLOR: PER TENANT SPEC X P-4 INTERIOR - ACCENT COLOR COLOR: PER TENANT SPEC X *NOTES: 1. COLOR SPEC PER TENANT. GC MAY MATCH COLOR WITH DIFFERENT MFR. PER TENANT APPROVAL 2. USE LIGHT ORANGE PEEL TEXTURE FOR INTERIOR GWB WALLS UNLESS OTHERWISE NOTED. CEILING (E) ACT & GRID EXISTING 2'x4' ACOUSTIC CEILING TILE AND GRID, WHITE COLOR: WHITE /ARMSTRONG 2'x4' TO MATCH EXISTING X X *NOTE: REFER TO REFLECTED CEILING PLAN FOR LIGHTING AND MECHANICAL SPECIFICATIONS DOOR SCHEDULE (101A) SEE FLOOR PLAN FOR DOOR KEYS DOOR FRAME FIRE RATING GLASS TYPE HDWR GRP FURN / INSTALL BY REF DTL FCIC FOIC NIC REMARKS/LOCATION NO SIZE (W X H) MATERIAL THK TYPE MATERIAL/COLOR SIZE 101A PR.3'-0"X7'-0" S.C.WOOD-TENANT 1-3/4" B PRE-FINISHED,SC103 2" WA N/A TENANT 3/A2.1 X 103A 3'-0" X 7'-0" S.C. WOOD - TENANT 1-3/4" A PRE -FINISHED, SC103 2" WA N/A TENANT 3/A2.1 X PROVIDE CLOSER 1036 3'-0" X 7'-0" S.C. WOOD - TENANT 1-3/4" A PRE -FINISHED, SC103 2" N/A WA TENANT 3/A2.1 X 108A 3'-0" X 7'-0" S.C. WOOD - TENANT 1-3/4" A PRE -FINISHED, SC103 2" WA WA TENANT 3/A2.1 X 109A 3'-0"X7'-0" S.C.WOOD-TENANT 1-3/4" A PRE-FINISHED,SC103 2" WA WA TENANT 3/A2.1 X 110A 3'-0" X 7'-0" S.C. WOOD - TENANT 1-3/4" A PRE -FINISHED, SC103 2" N/A N/A TENANT 3/A2.1 X 111A 3'-0" X 7'-0" S.C. WOOD - TENANT 1-3/4" A PRE -FINISHED, SC103 2" N/A N/A TENANT 3/A2.1 X PROVIDE CLOSER NOTES: 1. INTERIOR METAL DOOR FRAMES TO BE BLACK PRE -FINISHED TIMELY METAL FRAMES, TA -8 CASING IN BLACK SC103 2. HARDWARE PER TENANT REQUIREMENTS. REFER TO HARDWARE SCHEDULE NOTES, THIS SHEET FOR CODE REQUIREMENTS. SEE FLOOR WINDOW / GLAZING SCHEDULE OA FOR LOCATIO S) R.O. SIZE TOTAL MAX. REF. FURN / INSTALL BY NO QTY (SIZE W X H) MANUFACTURER PRODUCT TYPE FRAME FINISH / COLOR (TGA SF) U FACTOR DETAIL FCIC FOIC NIC REMARKS/LOCATION A 5 TEMP. 1/4" X 4'-0" X 3'-0" TIMELY OR APPR. EQ. FIXED, H.M. FRAME PRE -FINISHED, SC103 N/A N/A 4/A2.1 X *NOTES: 1. INTERIOR METAL WINDOW FRAMES TO BE BLACK PRE -FINISHED TIMELY METAL FRAMES, TA -8 CASING IN BLACK SC103 FURNISHED / INSTALL LEGEND: FCIC: FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR FTIC: FURNISHED BY TENANT, INSTALLED BY CONTRACTOR REVIEWED FOR NIC: NOT IN CONTRACT (ALL FURNITURE SHOWN ON DWGS IS NIC) CODE COMPLIANCE DEC 0 6 Nil DOOR TYPES: WINDOW TYPES: SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"City of Tu vita BU 3'-0" 6'-0" 41_tl.11 4'-011 o lc -, T-',. I\ d- o \ .‘ \ . o � F.F, A INTERIOR B INTERIOR (A) INTERIOR WITH TEMPERED SAFETY GLASS yam. tw EMERGENCY ILLUMINATION FOR BUILDINGS AND 2015 IBC SECTION 1008 MEANS OF EGRESS f _ DURATION OF ILLUMINATION (1008.3.2--1008.3.5) ILLUMINATION REQUIRED ,i In the event of power supply failure in Rooms and spaces, The means of egress serving a room or space shall be an emergency electrical system shall automatically illuminate illuminated at all times that the room or space is occupied, all of the following areas: 1. Electrical equipment rooms, 2. Fire illumination level shall be not less than 1 footcandle at the f command centers, 3. Fire pump rooms, 4. Generator rooms, - walking surface. -; 5. Public restronnc with an area greater than 300 square feelt. The power supply for means of egress illumination shall �' The emergency power system shallprovide power for a _ 9 Y Y normally be provided by the premises electrical supply. t duration of not less than 90 minutes and shall consist of In the event of power supply failure in rooms and spaces that storage batteries, unit 0_,,.:,--0-t. or an on-site generator. require two or more means of egress, an emergency electrical Illumination level under emergency power, the lighting system shall automatically illuminate all of the following areas: facilities shall be arranged to provide initial illumination that is 1. Aisles, 2. Corridors, 3. Exit access ramps. and stairways Y P �� I not less than an average of 1 footcandle and a minimum at In the event of power supply failure in buildings that require ' any point of 0.1 footcandle measured along the path of egress two or more means of egress, an emergency electrical system at floor level. allofthe following areas: 1. shall automatically illuminate a g 1 Illumination levels shall be permitted to decline to 06 Interior exit access stairways and ramps. 2. Interior and 4 footcandle average and a minimum at any point of 0.06 exterior exit stairways & ramps, 3. Exit passageways, 4. 7 footcandle at the end of the emergency lighting time duration. Vestibules at level of discharge, 5. Exterior landings and areasy r A maximum -to -minimum illumination uniformity ratio of 40 to'1 used for exit discharge. shall not be exceeded. --"\,„,„,- SCHEDULE NOTES GENERAL SCHEDULE NOTES: A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND: OPENINGS MEETING ALL OF THE FOLLOWING: 1, BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. 3, GLASS AREA GREATER THAN 9 SQUARE FEET. 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT, OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET A1.1 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN ENTRY DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND, THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. C. PER 2015 IBC SECTION 1009.1.9: ALL EGRESS DOORS AND GATES SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE REQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE. FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/2" INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. H. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR, MEASURED VERTICALLY, SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR, PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. I, VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL ON EITHER THE DOOR OR AN ADJACENT SIDELITE 43 INCHES MAXIMUM ABOVE THE FLOOR. REQUIRED ACCESSIBLE SIGNAGE: A. GC TO PROVIDE THE REQUIRED ACCESSIBLE SIGNAGE AT THE ACCESSIBLE ENTRANCE AND EXIT FROM BOTH THE EXTERIOR AND THE INTERIOR OF THE OFFICE SPACE. TACTILE EXIT SIGNS STATING "EXIT" AND COMPLYING WITH ICC A117.1 SHOULD BE PROVIDED ADJACENT TO EACH EXIT DISCHARGE DOOR(S), PER IBC SECTION 1011.3, ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 704 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS, THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A B. BRAILLE: CONTRACTED GRADE 2 BRAILLE IS TO BE USED WHEREVER BRAILLE IS REQUIRED. DOTS TO BE .01 INCH ON CENTERS IN EACH CELL WITH .02 INCH SPACE BETWEEN CELLS. DOTS ARE RAISED A MIN. OF 0.025 INCH ABOVE THE BACKGROUND. C. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN, STROKE WIDTH, HARDWARE SCHEDULE NOTES: A, GC TO VERIFY WITH TENANT ALL NEW DOOR HARDWARE SPECIFICATIONS LISTED IN HARDWARE GROUPS PRIOR TO ORDERING. B. GC AND TENANT TO COORDINATE ALL DOOR AND CABINET HARDWARE. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. C. ALL CLOSERS TO BE LOCATED ON INTERIOR OF THE SPECIFIED ROOM, VERIFY CLOSERS ARE PROVIDED OR PROVIDE CLOSERS ON ALL EXTERIOR SWING DOORS. D. PROVIDE WEATHER STRIPPING ON ALL EXTERIOR DOORS, E. ALL FINISHES TO BE SATIN CHROME OR S.S. REFER TO FLOOR PLAN FOR RH OR LH SWING. F, PER ICC A117,1-2009 SECTION 309E, DOORS SHALL BE EQUIPPED WITH LEVER TYPE LATCH -ACTIVATING HARDWARE OR OTHER APPROVED HANDICAP-ACCESS1ILE CONFIGURATION, WITH A MAXIMUM OPENING FORCE OF 5 LB/F. G, IT IS THE INTENTION OF THE TENANT THAT THE SCOPE OF WORK AREA FOR THIS TENANT IMPROVEMENT PROJECT BE ADA HANDICAP ACCESSIBLE PER 2009 ICC/ANSI STANDARDS. GC TO VERIFY THAT EXISTING DOORS TO REMAIN AND ANY OTHER EXISTING AREAS THAT ARE ALONG ROUTES TO THE PRIMARY FUNCTION OF THE BUILDING ARE IN COMPLIANCE WITH THE CODE. br o3• 9679 REGISTERED ARCHITECT THERESA K. GREENE STATE OF WASHINGTON SIGNED: 11/28/2017 commercial & residential architecture 16198 SE 48th Drive a) C a) 2 ca 2 a) f - co • E N O 0 .CM c. Cr) CO r- ti 0) O CO C N cv x W CD comcast.net W J li =Li j Z (1) 2 fXW W > Z 0 O a z� o � Pz Oz < uJ ANDOVER PLAZA - EXISTING COMMERCIAL BUILDING U7 W 1- U) H W a w 0 0 0 N M O rn CV co co CZ) rn I�- REVISIONS NO. DATE BY A 11/RnI_IvgDYREVS ACM/ OF TUKWILA 0 NY! "9 2O7 c;ENTEF A PERIVMIT A ISSUE DATES DESIGN APPROVAL: 11/01/17 PERMIT SUBMITTAL: 11/09/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 24"x36" SCALE: AS NOTED PLOT DATE: 11/28/17 CAD FILE: 17-42A21 JOB NUMBER: 17-42 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET ROOM FINISH & DOOR SCHEDULES & DETAILS A2.1 NOTES: 1. SUSPENDED CEILING SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH THE PRESCRIPTIVE PROVISIONS OF THE 2015 IBC CODE EDITION OF THE TECHNICAL FIELD BULLETIN 401, BY THE NORTHWEST WALL AND CEILING BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS (2015) FOR CONSTRUCTION. VISIT WEBSITE AT: http://www.nwcb.org/sites/default/files/resources 2. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM @ 12'-0" 0.C. BOTH WAYS WITH NO. 12 GAUGE WIRES PER ASTM C635 AND ASTM C636. 3. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' 0.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL, 4. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' 0.C. MAXIMUM, 5, ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9. 6. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. 7, FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 8. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS. 9, ALL. CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING. 45° 45° A LATERAL FORCE BRACING NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. 12 G.A. VERT. HANGER WIRE @ 4'-0" O.C. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE INTERSECTION & SPLAYED 90° FROM E.A. OTHER 12'-0" 0.C. IN BOTH DIRECTIONS W/FIRST POINT WITHIN 4'-0" FROM EA. WALL. ATTACH AT TOP PER THESE SEISMIC DETAILS MAIN RUNNER CROSS TEE E ATTACHED 2" WALL MOLDING 8" MAX 0 ARMSTRONG MAIN BEAM ARMSTRONG CROSS TEE B 12 GA, VERT. WIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER OR CROSS TEE 8" MAX 1, - • (CI 11� PROVIDE 3/4" SPACE @ OPP. WALL ACOUS. TILE 2" PERIMETER WALL ANGLE ATTACH MEMBERS @ PERIMETER & TWO ADJ. WALLS ONLY, VERTICAL WIRE SPACING ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART, ARMSTRONG MAIN BEAM / / MIN. 3/4" AT UN -ATTACHED WALLS /IN.2K F ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. <---ARMSTRONG CROSS TEE / ,, MIN. 3/4" AT UN -ATTACHED WALLS MIN. 21, PERIMETER COMPONENTS TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS NOT TO SCALE MIN. CLEARANCE AT TOILET: ICC/ANSI SECTION 604.3: 60" MIN. WIDE CLEARANCE, PERP. FROM SIDE WALL AND 56" MIN. DEEP CLEARANCE PERP. FROM REAR WALL IN SINGLE STALL TOILET ROOMS. NO OBSTRUCTIONS WITHIN THIS CLEARANCE. 3'-4" 1 54" MIN. / 12" / 42" MIN. MAX. 39"-41" 24" MIN. L____J - L 1 d- cV z rn M U 24" MIN.) 42" MAX. rn z 0o TOILET 4) TEMS ABOVE GRAB BAR 36" GRAB BAR LOCATED MAX 6" FROM SIDEWALL 18" VERTICAL GRAB BAR 42" GRAB BAR TOILET PAPER DISPENSER SOAP DISPENSER 40" (48" MAX SEAT COVER DISPENSER OPERABLE PARTS NOTE: THIS DIAGRAM IS FOR MOUNTING HEIGHT REFERENCE PURPOSES, ONLY. SOME OF THESE FIXTURES MAY NOT BE INSTALLED IN THIS PROJECT. 40" (48" MAX,) N a' 4 o_ MIRROR w J INSULATE a_ UNDER SINK o PIPES z N. N REFER TO DTL LAVATORY FOR ADD'L MIN. CLEARANCES X 4 2 �r- 4) +36" GFI X 4 0 GRAB BAR MOUNTING X 4 0 PAPER TOWEL DISPENSER PROVIDE 2X6 BLOCKING BEHIND ALL FIXTURES 5'-0" WHERE OCCURS R.R. SIGN HEIGHT 9106, RESTROOM SIGNAGE 9 Q TYPICAL MOUNTING HEIGHTS DIAGRAM — RESTROOM FIXTURES SCALE: 1'/2" = 1'-0" PAINT PER SCHEDULE WALL TILE OR FRP PER SCHEDULE TYPICAL WALL AND BASE TILE LAYOUT IN RESTROOMS ILLUSTRATED FOR REQ. CLEARANCES - GC TO VERIFY CONFORMANCE. REFER TO FLOOR PLAN FOR LAYOUT OF EXISTING HANDICAPPED RESTROOMS ARMSTRONG CROSS TEE zSTEEL STUD COMPRESSION POST 0 ° #12 HANGER WIRE !ARMSTRONG MAIN BEAM C COMPRESSION POST POP -RIVET THIS SIDE ONLY FACIA MOLDING \ PER MANUFACTURER CYCLIC D 1-1/2" SEPARATION JOINT CHANNEL MOLDING 12 GA, LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN, OF 3 WIRE TURNS EA, CONNECTION POINT. 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. 60° MAX. TYP. INSULATE WATER G RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" 0.C. TYPICAL LIGHT FIXTURE BRACING PIPES AND DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE MIRROR z 2 N N X 4 2 0 N 3'-4" MAX. KNEE CLEARANCE 8" MIN 0 N 1'-5" MIN. DEPTH // 6"/MAX TOE CLEARANCE 1'-5" MIN. CLEAR FLOOR SPACE r 1'-7" MAX. 4'-0" MIN. LAV CLEARANCES SCALE: 1/2" = 1'-0" 45° 17-42A22 EXPOSED PIPES AND SURFACES UNDER LAVATORIES: WATER SUPPLY (BOTH HOT AND COLD) AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES, GC TO VERIFY CONFORMANCE OF EXISTING FIXTURES. EQUIPMENT PERMITTED IN SHADED AREA DRINKING FOUNTAIN 1'-5" SPEC PER TENANT. TO 1'-7" ELKAY MODEL EDFP214C OR APPROVED EQUAL. 8" MIN, KNEE CLEARANCE 4'-0" MIN. 4 0 I (--6" MAX. TOE / CLEARANCE PCLEAR FLOOR SPACE L- * NOTE: A WHEELCHAIR ACCESSIBLE DRINKING FOUNTAIN UNIT LOCATED 27" EXACTLY ABOVE THE GROUND OR FLOOR IS CANE DETECTABLE AND WALL PROTECTION IS NOT REQUIRED. THE 27" HEIGHT IS EFFECTIVELY AN ABSOLUTE DIMENSION BECAUSE IT IS THE MINIMUM REQUIRED FOR KNEE CLEARANCE AND THE MAXIMUM SPECIFIED FOR CANE DETECTION. ICC/ANSI A117.1-2009 FIG. 307.2 & 602.2 AND IBC SECTION 1003.3 4 DRINKING FOUNTAIN CLEARANCES SCALE: 1/2" = 1'-0" 17-42A22 ICC/ANSI TABLE 404.2.3.1 MANEUVERING AT MANUAL SWINGING DOORS TYPE OF USE MINIMUM MANEUVERING CLEARANCES APPROACH DIRECTION DOOR SIDE (Al PERPENDICULAR TO DOORWAY (B) PARALLEL TO DOORWAY (BEYOND LATCH UNLESS NOTED) FROM FRONT PULL > o o ch o 00 FROM HINGE SIDE 0 cti 36 INCHES FROM HINGE SIDE PULL 54 INCHES 42 INCHES FROM HINGE SIDE 1-1/2" SEPARATION JOINT CHANNEL MOLDING 12 GA, LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN, OF 3 WIRE TURNS EA, CONNECTION POINT. 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. 60° MAX. TYP. INSULATE WATER G RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" 0.C. TYPICAL LIGHT FIXTURE BRACING PIPES AND DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE MIRROR z 2 N N X 4 2 0 N 3'-4" MAX. KNEE CLEARANCE 8" MIN 0 N 1'-5" MIN. DEPTH // 6"/MAX TOE CLEARANCE 1'-5" MIN. CLEAR FLOOR SPACE r 1'-7" MAX. 4'-0" MIN. LAV CLEARANCES SCALE: 1/2" = 1'-0" 45° 17-42A22 EXPOSED PIPES AND SURFACES UNDER LAVATORIES: WATER SUPPLY (BOTH HOT AND COLD) AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES, GC TO VERIFY CONFORMANCE OF EXISTING FIXTURES. EQUIPMENT PERMITTED IN SHADED AREA DRINKING FOUNTAIN 1'-5" SPEC PER TENANT. TO 1'-7" ELKAY MODEL EDFP214C OR APPROVED EQUAL. 8" MIN, KNEE CLEARANCE 4'-0" MIN. 4 0 I (--6" MAX. TOE / CLEARANCE PCLEAR FLOOR SPACE L- * NOTE: A WHEELCHAIR ACCESSIBLE DRINKING FOUNTAIN UNIT LOCATED 27" EXACTLY ABOVE THE GROUND OR FLOOR IS CANE DETECTABLE AND WALL PROTECTION IS NOT REQUIRED. THE 27" HEIGHT IS EFFECTIVELY AN ABSOLUTE DIMENSION BECAUSE IT IS THE MINIMUM REQUIRED FOR KNEE CLEARANCE AND THE MAXIMUM SPECIFIED FOR CANE DETECTION. ICC/ANSI A117.1-2009 FIG. 307.2 & 602.2 AND IBC SECTION 1003.3 4 DRINKING FOUNTAIN CLEARANCES SCALE: 1/2" = 1'-0" 17-42A22 ICC/ANSI TABLE 404.2.3.1 MANEUVERING AT MANUAL SWINGING DOORS TYPE OF USE MINIMUM MANEUVERING CLEARANCES APPROACH DIRECTION DOOR SIDE (Al PERPENDICULAR TO DOORWAY (B) PARALLEL TO DOORWAY (BEYOND LATCH UNLESS NOTED) FROM FRONT PULL 60 INCHES 18 INCHES FROM FRONT PUSH 48 INCHES 0 INCHES (3) FROM HINGE SIDE PULL 60 INCHES 36 INCHES FROM HINGE SIDE PULL 54 INCHES 42 INCHES FROM HINGE SIDE PUSH 42 INCHES (1) 22 INCHES BEYOND HINGE SIDE (3) FROM LATCH SIDE PULL 48 INCHES (2) 24 INCHES FROM LATCH SIDE PUSH 42 INCHES 13) 24 INCHES CLR. TURNING DIAMETER \ 5'-0" MIN. NOTES: 1. ADD 6 INCHES IF CLOSER AND LATCH PROVIDED 2. ADD 6 INCHES IF CLOSER PROVIDED 3. ADD 12 INCHES BEYOND LATCH IF CLOSER AND LATCH PROVIDED. 1. DOORS IN A SERIES CLR. TURNING DIAMETER \ 5'-0" MIN. 2. DOORS IN A SERIES TYPICAL CLEARANCES AT DOORS SCALE: 1/4" = 1'-0" HANDLE 0 PER PLAN 2-3/4" >- IL W 0 \ • WALL MOUNTED FIRE EXTINGUISHER AND/OR FIRE EXTINGUISHER CABINET PROVIDE BLOCKING PER MFR. REQ. LOCATE PER FIRE MARSHALL REQUIREMENTS B.O. CEILING DOOR AS SPECI 17-42A22 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2017 City of Tukwila 116DILDING _D LIGHT SWITCH: DOTTED LINE INDICATES LOCATION OF LARGER PLATE IF NEEDED FOR MORE SWITCHES THERMOSTAT HARDWARE SET AS SCHEDULED NOTE: LOCATE ELECTRICAL & TELEPHONE WALL OUTLETS & SWITCH PLATES @ NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS OTHERWISE SPECIFICALLY NOTED. DUPLEX OUTLET WALL TELEPHONE OUTLET FINISH FLOOR TYP. MOUNTING HEIGHTS DIAGRAM 12 SCALE: 1/2" = 1'-0 bV1 0305 17-42A22 THERESA K. GREENE STATE OF WASHINGTON SIGNED: 11/28/2017 commercial & residential architecture > CID N E . 7, -C O CO co.) N- c `; a) CCS • g 1 00 'co �- N E (� E m co (0 ! LJ_ �j�j o E . —�� «.gip >. a� 3 a) N c F C7 co o ^ c) 2 NaUc • ca N °? a a) F� E E t q 8 I— © s • C° M c U) W J a. =Z �W WW ZD Oa z� O �. z Oz < w ANDOVER PLAZA - EXISTING COMMERCIAL BUILDING W 1- 1- W 0 W 0 z 0 0 N rn rn 0 9 _0 M N N 0 0 z 0 o, J ao U CO 0 0) 0 Q O 0 H Y REVISIONS NO. DATE BY 11/28IR /1/17F7 CITY REVS A U TY OF T U(KWIL; UV °L 9 2017 APERMIT CENTFR 0 ISSUE DATES DESIGN APPROVAL: 11/01/17 PERMIT SUBMITTAL: 11/09/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: SHEET INFORMATION 24"x36" SCALE: AS NOTED PLOT DATE: 11/28/17 CAD FILE: 17-42A22 JOB NUMBER: 17-42 CHECKED: TKG DRAWN: TKG STATUS: PERMIT SET MISC. INTERIOR DETAILS A2.2